HomeMy WebLinkAbout5236Contract Number
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5236
ROGNLIN'S INC
Eastside Beach Main Replacement
Engineering
LEG 12-1
5/7/2013
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13 pages
{2 pages text, 11 plan sheets)
,
The follov�nng shall modify the ConVact Documents and the work shall be accomplished in accordance
with such mod�cations It is requested that this addendum be stapled to the Bid Documents
IMPORTANT: THIS ADDENDUM SHOULD BE ACKNOWLEDGED IN YOUR BID FORMS WHEN
YOUR BID IS SUBMITTED FAILURE TO ACKNOWLEDGE THE ADDENDUM MAY CONSTITUTE
GROUNDS FOR REJECTION OF THE BID
Contents This Addendum No. 1 contains revisions to the Spec�cations and/or the Contract
Dra�nnngs Revisions to the Spec�cations are made by reissuing entire sections, reissuing specific
pages of sections, OR by d�recting a change in writing, herein. When a paragraph or sentence is
modified, additions are mdicated with bold text and deletions are indicated w�th strikethrough text.
Revisions to the Drawings are made by re-issumg a drawmg, issuing a revision to a specafic detail
from a drawmg, OR by directing a change in writmg, herein Bidders are cautioned to check the
addendum contents carefully for the presence of all listed revisions
Distribution This Addendum No 1 is distnbuted to all planholders of record
lntearation The following changes, add�tions, deletions and attachment are hereby made a part of
the Contract Documents for Eastside Beach Main Realacement, as fuily and completely as d the
same were set forth therein
Acknowleds�ement of Receiat of Addendum All prospective bidders are instructed to mcorporate
this revision into their bids and to complete the acknowledgement of receipt of addenda in the Bid
Proposal Fadure to do so may result m the Bid bemg reJected as not responsive.
Crty of BremerMn Page 1 of 2 Mer�h 2013
Eastslde Beach Marn Replacement Addendum #!
CITY OF BREMERTON
ADDENDUM NO 1
TO
CONTRACT DOCUMENTS
for
EASTSIDE BEACH MAIN REPLACEANENT
issued March 28, 2013
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Revisions to Contract Plans
Item # 1
Plan Sheet Sheets G3, C2, C3, C4, C5, C6, C7, D2, D3, and D4
Descnption These Sheets are DELETED AND REISSUED Revisions mclude
• The alignment of the new 24" main between Station 1+00 and 30+82 is revised by
increasing the horizontal offset between the existmg 20" AC pipe and the new 24"
HDPE sewer pipe from 5' to 10'
• The mirnmum cover over the new pipe is reduced from 4' to 3'
• The invert elevation of the new pipe does not change as a result of these revisions
• The sheet notes on Sheets C2 to C7 are revised
• On Sheet C3, a requirement is included to remove approximately 20' of AC pipe at
approximately Station 6+50 that is exposed or shallow buried
• On Sheet G3, the Pipe Centerline Alignment Table is revised to reflect the revised
pipe alignment
• On Sheets D2, D3, and D4, revisions to the detads reflect the revised horizontal
offset between the existing and new pipe
Item #• 2
Plan Sheet Sheet D1, Pipe Trench Section Detail
Descript�on: Detad is reissued to show the 10' offset between the new and existing pipe and 3'
minimum cover
Item #: 3
Plan Sheet Sheet D1, Pipe Plug Detad
Description Detad is re�ssued to delete manhole plugging detad
City of Biemerton Page 2 of 2
Easts�de Beach Main Replecement
Ma►Gh 2013
Addendum # 1
PIPE CENTERLINE ALIGNMENT POINTS AND INVERT EIEVATION
STATIOM NORTHING EASTING PIPE {E
1+00 1194866 41 217582 84 113 23
1+50 1194914 58 217569 49 113 03
2+00 1194963 31 217558 58 112 83
2+50 1195012 60 217550 74 112 63
3+00 1195062 27 217545 04 112 43
3+50 1195112 04 217540 20 112 01
4+00 1195161 81 217535 35 111 39
4+50 1195211 54 217530 O6 110 77
5+00 1195Z61 35 217527 53 109 94
5+50 1195310 98 217521 95 108 86
6+00 1195354 68 217506 59 107 78
6+50 1195395 90 217479 07 106 70
7+00 1195436 04 217448 96 106 84
7+50 1195481 54 217429 72 106 98
8+00 1195530 14 217417 89 107 13
8+50 1195579 21 217408 55 107 27
9+00 1195628 54 217400 37 107 41
9+50 1195677 76 217391 5$ 107 SS
10+00 1195727 OS 217383 15 107 69
10+50 1195776 48 217375 63 107 84
11+00 1195826 Ol 217369 60 107 99
11+50 1195875 88 217365 94 108 12
12+00 1195925 87 217365 32 108 27
12+50 1195975 79 217367 15 108 41
13+00 1195025 60 217370 42 108 55
13+50 1196075 50 217373 27 108 69
14+00 1196125 28 217372 85 10$ 8A
14+50 1196175 06 Z17367 39 108 97
15+OQ 1196224 62 217350 97 109 81
15+50 1196274 23 217354 89 110 65
16+00 1196321 77 217342 03 111 49
16+50 1196367 80 217322 59 112 04
17+00 1196413 47 21730226 112 28
17+50 1196459 13 217281 82 112 52
18+00 1196504 98 217261 90 112 76
18+50 1196551 40 217243 32 113 30
19+00 1196599 27 217228 70 114 33
19+50 1196648 37 217219 80 113 00
20+00 119669716 21720916 11145
20+50 1196745 18 21719526 110 06
21+00 1196793 22 Z1718139 104 44
21+50 1196840 85 217166 22 109 25
22+U0 1196887 91 217149 36 109 06
22+SQ 1196934 83 217132 09 108 87
23+00 1196981 74 217114 78 108 67
23+50 1197028 61 217097 37 108 49
24+00 1197074 77 217078 35 108 29
24+50 1197119 89 217056 83 108 10
25+00 1197164 48 217034 22 107 92
25+50 1197209 10 217011 82 107 73
26+00 1197253 48 216988 89 107 62
26+50 1197297 04 216964 50 107 35
27+00 1197339 73 216938 66 107 16
27+50 1197382 36 216912 42 106 97
28+00 1197426 05 216888 29 106 77
28+50 1197469 66 216863 94 107 47
29+00 1197513 07. 216838 95 108 17
29+50 1197556 40 216814 14 108 88
30+00 1197597 93 216786 39 109 22
30+50 1197637 82 216756 39 109 56
EXISTING SURVEY CONTROL POINTS
NUMBER NORTHING EAS111VG
6 1194833 49 217579 41
7 1195853 88 217276 60
8 1195587 24 217276 08
9 1195332 75 217628 77
10 1195280 66 217417 69
i1 1196274 49 217338 72
12 1194585 77 217556 08
13 1194411 52 217598 59
14 1194047 14 21772127
15 1197219 30 216957 76
16 1193701 32 217920 24
SURVEY NOTES
1 THE CONTRACTOR SNALL MAINTAIN ALL
MONUMENTATION WITHIN THE PROJECT LIMITS
MONUMENTS THAT MAY BE DESTROYED BY
CONSTRUCTION SHALL BE REFERENCED AND IF
DESTROYED SHALL BE RESET PURSUANT TO RCW
SECTION 58 09 13 AND 332 130 030
2 MONUMENT LOCATIONS SHOWN ON THE PLANS ARE
APPROXIMATE THE PLANS MAY NOT INCLUDE A�L
MONUMENTS F1ELD LOCATION OF MONUMENTS AND
REFERENCES ARE THE RESPONSIBILITY OF THE
CONTRACTOR THE CITY WILL PROVIDE RECORDS OF
SURVEY TO THE CONTRACTOR AFTER CONTRACT
AWARD
3 REPLACEMENT MONUMENTS SHALL BE BRASS CAP IN
CASE PROVIDE SUBMITTAL OF PROPOSED PRIOR TO
INSTALLATION
4 AN ELECTRONIC COPY OF THE AUTOCAD DRAWING FOR
THE PLAN AND SURVEY FROM AES CONSULTANTS (JULY
2012) WILL BE FURNISHED TO THE CONTRACTOR UPON
REQUEST TO ASSIST IN LAYING OUT PIPE ALIGNMENT
HORIZONTAL CONTROL
WASHINGTON STATE PLANE, NORTH IVAD 83 (03)
PT #2 SET�" REBAR WITH RED 1 D CAP IMPRINTED
"CONTROL 20795" IN LIONS PARK +/- 180' WEST OF
EASTSIDE TREATMENT PIANT, 19 5' SE OF SE CORNER
OF CONCRETE PAD FOR BENCH, 1 0' NORTH OF 4'
DIAMETER BOULDER
N 217825 2640, E 1194530 5400, ELEV = 125 22 {COB DATUM)
PT #9 SET 2" REBAR WITH RED I D CAP IMPRINTED
"CONTROL 20795" IN LENT PARK, 34' NORTH OF STAIRS
TO BEACH, 23' WEST OF SEWER MH, 4 5' WEST OF
CONCRETE SIDEWALK
N 217628 7744, E 1195332 7541, EIEV = 130 36 (COB DATUM)
REVISIONS o , z
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EA�T
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WEST END STAGING AREA AND BEACH ACCESS
EASTSIDE BIEACF9 MAIN REPLACEMEMT
S9iEET 9NDEX AND SURVEY COt�I'1'ROL
BY TH DESIGN 91^ WJD CHEGKm BY NL
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CITY OF BREMEI2TON IE=120 78' 18"Steel S LENT LANDlNG PARK
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Slope = 004 Siope = 012 Slope = 022
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130 130
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Slope = 0028 Slope = 017
1 � 125
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120 V +ra 1Z0
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W EXISTING GRADE _
115 � � 0 115
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+ � . _ ° _
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SURFACE MATERIAL
STOCKPILE SEPARATELY
AND REUSE AS TOP 6" OF
TRENCH RESTORATION ,
70' OFFSET MIN
(OUTSIDE TO OUTSIDE)
EXISTING GRADE —�
Q' � %. � %: j' %. %, '. .' %�. , � -.' � %. � �
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24" HDPE �
�TRENCH BACKFILL �/! ` ���
I- SEE NOTES 1 AND 2 ` ����
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EX 20" AC � ' `
PLACE PIPE DIRECTLY ON 80TTOM
OF TRENCH OVEREXCAVATE 4" AND
PLACE SELECT NATIVE MATERIAL
WHEN DIRECTED BY THE ENGINEER
� � � PIPE TRENCH SECTION �YP�
VAR N T S
PIPE INSTALLATION NOTES
t BACKFILL SHALL 8E NATIVE MA7ERIAL STOCKPtLE SURFACE GRAVEL UPSLOPE OF
EXCAVATION STOCKPILE TRENCH BACKFILL DOWNSLOPE FROM EXCAVATION
2 WFiERE NATIVE MATERIAL IS GLACIAL TILL (HARD PAN) IMPORT SAND OR USE STOCKPILED
TRENCH EXGAVATION AS BACKFlLL FOR 2' FEET OVER TOP OF PIPE GRADE SURPLUS TILL
MATERIAL INTO BEACH PER NOTE 4 ESTIMATED VOLUME OF TILL MATERIAL = 150 CY
3 PIPE BEDDING SHALL BE SELECT NATIVE MATERIAL AS APPROVED BY THE ENGINEER
SURFACE GRAVEL SHALL NOT BE USED AS BEDpING MATERIAL
4 GRADE SURPLUS MATERIAL INTO THE BEACH TO MAINTAIN A CONSTANT DOVMIWARD SLOPE
TOWAROS THE WATER BODY NO LOW SPOTS SHALL 8E PERMITTED !N THE FINAL GRADE
5 DO NOT TRACK OVER PIPE UNTIL FULL DEPTH BACKFILL HAS BEEN PLACED OVER PIPE
6 TRENCH DEPTH VARIES PER THE PROFILE MINIMUM COVER SHALL BE 4' UNLESS NOTED
OTHERWISE ON THE PLANS
7 REFERENCE SECTIONS (7-8 AND 7-17) FOR ADDITIONAL PIPE INSTALIATION REQUIREMENTS
6"MIN
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NOTES
1 HUPE COII.ED PIPE MAINTAIN POSITNE SLOPE TO
AIR RELIEF VALVE ROUTE UNDER EX 20 AC PIPE
AP1D INSIOE 4" DI PIPE
2 VERTICAL POST SMALL 8E 4 x 4 x i!4 STEEL
TUBE HOTDIPGALVANRE EPDXYCOATINSIQE
AND OUT PER 7 17 2 ENCASE BOTTOM 4 WITH 16
DIAMETER CONCRETE SLEEVE FOR BALLfST
3 CUT 3" 1MDE X 6" LONG OPENING IN FACE OF
TUBING FOR ACCESS TO VAWE AND FITTINGS
ROUND COf{NERS AND SMOOTH ALL SHARP
EDGES CUT AND SMOOTH pPENING PRIOR TO
HDG
ACCESSPORT
SEE NOTE 3
4 GATE VALVE W! T NUT
4 H�PE ADAPTER (FL X P� -.
4" H�PE 90 DEG BEND (PE� -�
4 HpPE BRANCH SADDtE (PEj ,,
NEW 24" SEWER MAIN
� REVISIONS o ,• z
NO DESCRIPTION DATE F1Y — �
ADD 1 ITEM 2 REVISED TRENCH SECTION 3/ 28113 TH TVYO INCHES A7 FULL SCALE
AOD #1 ITEM 3 REVISED PIPE P�UG DETAIL 3126l13 TH IF NQT SCALE ACCORDINGLY
SCALE
HORIZ N/A VERT N�A
FIELD BOQK
DRAWING NO
ORAWN BY TH
OATE 3/13
STO C I VALVE
BOXASSEMBLY
3 � CONCRETE PLUG �
MIN � EXISTING SEWER PIPE
I'� /
r , __ _____._......._
1
— T '_ ""' �
S i --- ---------
PIPE DIA OR 17 MIN
WHICHEVER IS GREATER
CUT PIPE END
NOTE FOR C I PIPE PLUG WITH D i CAP
2 PIPE PLUG DETAIL
VAR N T S
2" AIR RELIEF VAWE
STRAP TO VERTICAL RISER
2" SS COMPRESSION
BANpS {fYP OF �
€ I
I i
I t
2 BRASS GATE VALVE
ANDCDUPLWG3
ELBOW OUT TO MAKE
CONNECTION TO VALVE
MOUNTEO ON OUTSIDE
OF TUBE
�-BEACN GRADE
%/�/� �//� � /j� �
'� �� j �� _
a
�, i
2 HDPE
SEE NOTE 1
STEEL VERTICAL POST
�� WITH CONCRETE BASE
SEE NOTE 2
2 318 SS COMPRESSION CQUPLING
4 X 2 HOPE REDUCER (FL X PE)
— 4 X 8 X 16" CINDER 6LOCK
�2" AIR RELEASE VALVE ASSEMBLY
V� NTS
C� , 1 �� �OQ�Y99�9����
DEPARTMEIdT OF PUBLIC WORKS 84 UTILITIES
EPEGINEERIIdG DIVISIOM
DESICN 8Y WJD CMECKED BY NL
WA5H P E �R 34791 DATE 3/J3 WASH P E /f 30749 DATE 3/13
1 i "
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,
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REUSE EXISTING 34 MAN 6 \�
ROCK TO REPIUR WALL ,
� �
h
\
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ESTIMATEDHIGN WATER+t /
— /
- MATCH EXISTING GRAOE �
� "�7\ �I�
m �-- 4
�/�`� � _
`.:`f � \ �,���./
� lj COMPACTEp NATNE SOIL �
t }" ORAIN ROCK
FILTER FABRIC MIRAFI 180N
OR APPROVED EQUAL
�ROCK WAL RESTORATION AT STA. 1+00
NTS
CAST IRON VALVE BOX LID
SET 2 ABOVE GRApE
18 —
� 1 '
HAN6 TAMP BACKFILL_/
AROUND UPPER SECTION
2 S� OPERATING NUT
4114"DIA 1/8 MIN
THICKNESS
VALVE BOX OR C I SOIL;
PIPE EXTENSION AS RE�
2 1l4" INSIDE WIDTH
� �
VALVE KEY EXTENSION
CONCRETE COLLAR WITM RAISED
VALVE BOX
i —FINISH GRADE
� I I � �CAST IRON VAWE BOX
� � TOP SECTION
I I VALVE KEY EXTENSION REq D NMEN
OEPTH OF OPERATING NUT IS MORE
THAN 4 FEET BELOW FINISH GRApE
GATE VALVE
I
NOTES
7 VALVE KEY EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE TNAN
4-0" 6ELOW FINtStiEA GR4DE EXTENSIONS ARE TO BE A MINIMUM OF ONE (7) FOOT
IONG ONLY ONE EXTENS/ON TO BE USED PER VAIVE
2 VAIVE BOX E%TENSIONS SHALI BE 5" C I SOILS PIPE TVLER TY SEAL
3 ALL EXTENSIONS ARE TO BE MADE OF STEEL SIZED AS N�TED AND PAINTEp
WITH 2 COATS OF MEfAI PAINT
CS�CAST IRON VALVE BOX ASSEMBLY
V � NTS
EA�T�'�G pGP�`ie'Y eliAlf� HL�Pu.AC�9veG�T
SVA9N�ARD �E'TAi�S
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18 MDPE 90 DEG BEND
w-o +r
� �'
� _e— � �
18"Xt2' REDUCER
EXISTING 12" FLRNGm ACCESS PORT
CAPPED WITH BLIND FLANGE USE FOR
BYPASS PIPING COMJECTION
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t
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— /0-0
EXISTING 20 AC PIPE
i
I
— l -r — �=�
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la � � °' °i
a
4
TEM�RARV CONCRETE ECOLOGY � a � �
BLOCK STRAPPE� TO PIPE TO AVOID
FLATATION DURING CONSTRUCTION
(7YP)
/�� �" ,
� � N�
B
1B" MDPE 90 OEG BEI�
� 20'X18" HDPE REDUCER
• 20" H�PE 90 �EG BEND
EXISTWG 2A GATE VAIVE I � EXISTING 2U BO DEG BENO (FLj
CLOSETO STARTBYPASS �
� I / EXISTING 20 GATE VALVE OPEN TO START BYPASS
EXISTING 20" HOPE PIPE � �
IFf li — ' _
ZO" HOPE ELECTROFUSION COUPLING � — � —
NEW 24 SEWER MAIN
EXISTING 12 FtANGED ACCESS PORT
CAPPED WITH BLINp FtJWGE. USE POR UNE
STOP INSTALLATION
/' CUT 20 AC PIPE PLUG END WITH
/ CONCRETE�OWNSTREAMOF
f ACCESS PORT
� � Qa �
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1?I
TEMPORARY i8" 9YPASS PIPING
SEE NOTE 2
20" HDPE PIPE SPOOL
20" HDPE PIPE SPOOL
2Q HDPE EIECTROfUSION COUPIJNG
�
_ ,.,-_ _ - -- -- —� �— m� � {�___ �
_ ..—
� � i � � I I�� i r�l I f
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` 20" H�PE PIPE SPOOL � I I� EX�STING 20" HDPE CROSS (Fla
� (
\ 20" HOPE 22 5 DEG BEND $� ��-
� ~- —I-i-f I ii I �����
� "����'�l}'_��w "y'
� � ��
EXISTING 20" HDPE PIPE TO "� L( o � J ��STING 4 GATE
SEWER PUMP STATION CE 7 \ "� VALVE FOR AIR REIJEF
IN WEST BREMERTON PIPE �
\
; � ""° I{ �� �' � PLAN TRANSITIONS TO 18 C I I
f 20 HDPE 22 5 DEG BEND (FUO�E� I�'�
/ � O
24 HDPEELECTROFl1S10NCOUPLING �24 X20 DI ECCCENTR�CREDUCER(Fy 1 EAST CONNECTION AND BYPASS DETAIL AT STA. 30t82
MATCH CRONM 6
SCALE t/2° = t — 0"
12" 90 DEG BEND
2 SECTION A—A
SCALE 1/2� = t -0"
l3�
18 9a DEG BEND
NOTES
1 TWO 12' F�ANGED ACCESS PORTS ARE LpCATEQ ON THE EXISTING 20"
AC PIPE THESE PORTS WERE TAPPED AND PREVIOUSLY USEO FOR A
LINESTOP/ BYPASS OPERATION IN 2005 AND CONTAIN LINE STOP DISCS
THE llNE PRESSURE AT THIS LOCATION DOES NOT EXCEED 3 PSI DURING
DRY 4VEATHER
2 INSTALL 18" TEMPOR.4RY BYPASS PIPING FROM UPSTREAM 12" FLANGED
ACCESS PORT TO 20" HDPE FLANGED ELBOW BYPASS PIPING MUST BE
FULLY QPERATIONAL BEFORE EXISTING 20' A C MAIN CAN BE CUT
PIPING SHALL BE FULLY RESTRAINED PRESSURE-RATED FOR 1�0 PSI
MIN AND TIED DOWN TO PREVENT FLOTATION BY TIDE PIPE MATERIAL
MAY BH HDPE DUCTILE IRON OR AWUVA C905 REFERENCE SECTION
7-17 3(1) FOR MORH DESCRIPTIVE REQUIREMENTS ASSOCIATED WITH
THE TEMPORARY BYPASS SYSTEM, INCLUDING WORK SEQUENCE
3 PRIOR TO CUTTING AND WELDING HDPE FITTINGS, EXPOSH EXISTING
PIPE AND OBTAIN MEASUREMENTS TO MAKE CQNNECTION
4 INSTAIL LINE STOP ASSEMBLY AT DOWNSTREAM EX 17 FLANGED
ACCESS PORT INSERT LINE STOP WHEN REQUIRED TO STOP AND
DIVERT FLOW THROUGH THE TEMPORARY BYPASS PIPING PROTEGT
LINE STOP ASSEMBLY AND CONNECTION AT ALL TIMES
5 TO PREVEhlT THERMAL FJ(PANSION OF THE HDPE PIPE, KEEP BURIED
AND SHADE PlPE IF MORE THAN 15' EXPOSED TO DIRECT SUNLIGHT
6 MAKING THE CONNECTION WILL REQUIRE CUTftNG THE 20" AC PIPE
REFERENCE SECTION 1-07 29 FOR CUTTiNG AND HANDLING OF AC PIPE
I �
�`'-_ �
/ �
/ �
EXISTING 20" GATE V.4�VE [ J EXI3TING 20 HOPE 90 D
, � � �/ / BEND (FL) W/ BLIND FW
/ � � � { REMOVE BLIND FLANGE
� / y ItJSTALL BYPASS SYSTE
�� / AN� REINSTALL FLANGE
— _ _ _ — � S _ '� i� / AFTER REMOVING SYST
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`� SCALE t/2" � 1 -p"
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� 1 12 8LIN0 FLANGE TO � ��-� B EXISTING CYCIONE FENCE
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I � I _ � _ x_ � ��I_I- � - � - X - �-� GATE x '' "� -
� I � f � I EXISTING 12" DI RISER (FW I I /
I , � ��I ��24"LONG I I �
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� � A � I � Ex 2a' nC I I
- - -3E - -�- 3Ert' - �i< - 74-c� GATE � � - � P' - - -L � � �-- - - 1- � � I I EXIST�NG 20 C I SEWER MAIN
I I ^ \ _ � _ 1 1 _ _�- ,� / � �
, � t I I � I I � I
�o � � 1
I ILL I . , .�-- -- U�-�---� I f
� LINE STOP I I EXISTING 20 GATE VAl.VE (MJ)
PROTECT EXISTING � ' \��STING 20" C 1 SEWER MAW PLUG AT �
20 C I STORM MIUN I � CUT EX AC PIPE EXISTIPIG 20 D I PIPE
� I UPSTREAM MH TO STOP FLOW 20 DI SPOOL
� yy�n.{ M� Cqp INSTALL TRANSITION COUPIJNG (AC TO DI) I
I � 1 I
� I exisnroc 20^ c i�
I � � PROTECTEXISTING20"GATEVA�VE(UNRESTRAINED) 5 LINE STOP & CAP DETAi STORMMAIN
OEMO AND REMOVE EXISTING ZO" HQPE N T S � -
BEND AND CONCREfE ENCASEMENT r� L_
� ` �-� -- � = �1
' DEMO AND REMOVE SECTION OF - - -�- �- - -
EXISTING 20" AC AS NEEDED TO MAKE � � 72" DIA VERTICALFtANGED ,��L l _ _ _ � �� _ _ _ _ -E-
� ROOM FOR NEW PIPE � ACCESS PORT USE FOR �
SEE SEC 1 OT 29 FOR AC VERTICAL FLANGED �\ � LINE STOP INSERTION � I �
� DISPOSAL REdUIREMENTS ACCESS P6RT -- � i VERTICAL fLANGE ACCESS FOR LINE STOP
I "" � � � � INSERTION SEE DETAi�SABOVE
� ABOVE RpCK WALL 1 EXISTING ROCK WALL /
� ' ��'��>�>��'�y ./�>�77 - .���'N�Y`�" i���7�/" �� � - �'� = � - -_ - - - - - - � } � _ I �� � - � ._,..1 i .--- � � --• i '� � �� �. � l CUT BXISTW G AC PIPE LEAVING ROOM
n - .- --� � -�. .- - - -- �
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�--�-r-- � 1� � t �1 h i !\ !�� � \ \ 1
( \ �`.—�' �_l �_�/� _ J �.._... —�/ � /ti_� �._.� _�J �.__� �J � \J.�
� �� y `EXISTING ZU AC ` J
� EXISTING ROCK WALL ���\ SEWER MAW Zq 5 SEGMENTED MDPE 90 DEG BENO (Fy
t �
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--� �--� -- -- — 0 2 NEW PIPING P N
/� NOTE REFERENCE SECTION 7 17 3(� fOR DESCRIPTION � �� $ SCALE 1/4" a 1'-p"
� , OF WORK AND CONSTRUCTION SEQUENCE TO MAKE �° '
CONNECTION AT THIS LOCAl70N � \ ��. �
� �� � � � 24 H�PE PIPE
0 ` f
_ � Y ° ` t j t _. , _.,.. ... ...d,. ._W w .. , ._ _ .x _ _ . .._ -. _ „ .-...._ ...� .- t
" 1 EXISTING P1PE DEMOLITION PLAN � '``-� � - � � �` �" — � � � � � � � � �— � �� �� � '
- SCAIE 1/4 = 1 -0' � � �? TT „W -
B
.-�ti �
II ll
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�� EXISTING CYCLONE FENCE I�
�� 11
I RESTORE EXISTING EMBRNKMENi ti -- _ '_ _" ^ ^ _
I I _� --- WITH RIP RAP T6 MATCH EXISTING �
�tr�_ �� ii
ii �
u
i
EXCAVATE EXIST(NG EMBANKMENT ` 1 `
TO EXPOSE VALVE AND PIPING \ �
`� �. 18 D I BLIND FLANGE �, ( /E7pSTING WC VALVE CAN
,� � �� 18" C905 PIPE SPOOL (FLXPE) y �/ 1�� V
REMOVE SEC710NS OF EXISTING �" EXISTING PVC VALVE CAN I�
ROCK WALI AS RE�UIRED FOR y � �� 18 0 I 22 il2 DEG BEN� (FL) �� � EXISTING 20" C I STORM MAIN
IMPROVEMENTS � � 1 �� RESTORE EXISTING ROCK WALL I� I
� �� �� EXISTING 20" C I STORM MFUN UPON COMPLEfION OF WORK .f�. � i �
11� /
� '' '�_� ° 24 C905 PIPE SPOQL (CUT TO FIn � �
� � � 24" C905 PIPE SPOO� ' 24 � �= p � / /EXISTING 20" C I SEWER MFUN Z
, _ � �' , ....i� � J ^ ` 1 � D I BEN� (M�) 1 _. _ _ ' ._ - ._/ ... - _ _ _ _._ _�_ - -�" �
� � � ���-�� J , - - - ^ - -� 24" HOPE 5 SEGMENT � I � I _ _ _-,... - ---- - ---'_ � � � � - - -� a
�! \ � ^� _,_�"�,,.--- -- 90DEG8END(Fla } �`� w
� � - ----- -' �����---"� � 1 ' - 11 �..---- -`--- " �
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r- -� --� EXISTING 20 G! SE1Nfl2 MAIN -"" "'� ^� �/ 24" x 20 D I REDUCER (MJ} �
">��\'�\�j/���R� - „'� ' ' \ m
pU��' ' � EX15TMG 20 CATE VRLVE _�/' \ V 24 C965 PIPE SPOOL(CUT TO Fil') u�
gTO ' `24 X 18" D I WYE (FL) w
^ �� r . -- �*'� �= 24" D I SOLID SLEEVE (M,n �
_ SECTION A—A �`� N 38 DI PIPES�
��,puTF�' �` TOPROTECTHOPE �
� �� sco,� �/a° _�—o° �curTOFm 4 S E�TION 8 B ;
V� uf a � 9 y� O a
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m i �I d 8 L7�1 n�� ■ 0\ �p p� ii -p 1� g N Cp��
QESCRIPTION OATE 8'f G/iSYS�D� �EACYi MAIB� IRE��.P9CEMGYY�� SHEET f.
DE�ARTMEPIT OF PUBLIC WORKS 8 UTILITIES � W
��� ADD 1 ITEM 1 PLAN SHEET REISSUED 3/28/13 TH lWOINCNE6 AT FULL SCALE 9 p� y� q� yg �a g p �p
'�,_'p6p� 1 � IFNOTSCALEACCORDINGLY E�GI��.�RI�G DIVISIOb 9-ESO V�9N���IT��� A■ S�AO�Ol� ��OO M �3 �
��'qlpU� � � � � -}� DRAWING NO � OF g
� SCALE DRAWN BY TH DESIGN BY WJD CHECKED BY NL � � 5 j
HORIZ N/A VERT N/A DATE 3/13 WASH P E (/ J4797 DATE 3/13 WA5H P E d 30749 DATE 3/13 a
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�10+{ _--___'__
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+ ` .-� �EXISTING 8" C I PiPE
" ( /� � 14 D I SOLID SLEEVE (M.� //" v
� �i / � i 8" C900 PWE
\ r 14 C905 PIPE ` r �
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� I } --- 14 C905PIPE '
__ __ __ __ i _
IE ---`�--�" �E --- B°C900PIPE
� 14" C905 PIPE
�.
4 SECTION B—B
3 SECTION A—A v sca�e s/e° a,�—a°
VAR SCAIE 3/8° = 1'-0"
A B
(
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NOTES � / NOTES EXISTING 8 C I PIPE � �
� I I
1 STATION LOCATION SHONRJ IS APPROXIMATE POTHOLE TO LOCATE !p �� � 1 STATION LOCATION SHOWN IS APPROXIMATE. POTHQLE TO �
ANQ EXPOSE THE EXISTING WYE AND UP5TRFAM PIPING IN Q �Q a EXISTING 14 C I PIPE � �OCATE AND EXPOSE THE EXISTING TEE AND UPSTREAM I I
ACCORpANCE WITH SECTION 7 08 TO OBTFUN lAYOUT G � .E��� PIPING IN ACCORDANCE WRH SECTION 7 OB TO OBTAlN LAYOUT I I
MEASUREMENTS AND DEPTH PRIOR TO TF� WORK ,p �G MEASUREMENTS AND DEPTH PRIOR TO THE W6RK I I
2 REFERENCE SECTION 7 17 3(4) FOR DESCRIPTION OF VVORK AND Q Q �� 2 REFERENCE SECTION 7 17 3(5) FOR DESCRIPTION OF WORK �( �
SE4UENCE TO MAKE CONNECTION AT THIS LOCATION a G 14 D I SOLID SLEEVE (MJ) AND SE�UENCE TO MAICE CONNECTION ATTHIS LOCATION � �
3 WHERE AC PIPE IS CUT AND REMOVED TO MAKE SPACE FOR NEW ,�� �,� 3 WHERE AC PIPE IS CUT AND REMOVED TO MAKE SPACE FOR 8 D I SOIID SLEEVE ' I
PIPE HANDLE AND DIPOSE OF iN ACCORDANCE WITH i-0729 t � I NEW PIPE HANDLE AND OIPOSE OF IN ACCORDlWCE WfTH ( C�7
�5 � 74 22}'z DE6 D I BEND (M.� � 07 pg
p 0� 8 22 Y DEG D 1 BBJ� (M.�
�� �
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c G P INSTALL 10" D I CAP (M.� I / ¢ p v
�' � 14 22 � OE6 � 1 BEND (M.� � � �- �
/ �NSTALLB CAP(MJ) � v
/ C U
EXISTING 20 X 10" WYE 14" GATE VALVE (M,i) �� ` cur �
�� 8 22 Y= DEG D I BEND (M1AJ) � � �-�
EXISTING 20" AC PIPE /� �� EXISTING 20" AC PIPE EXISTING 20" AC PIPE �� EXISTING 20" AC PIPE
� ------------ �- --------�------------- �fiF�-� ------------ � -------
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------------- ----�-------- .�-:----------- ----- �� � ,
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DEMOLISH SECTION OF 20 AC DEMOLISH SECTION OF 20"AC (
PIPE TO PERFORM WORK PIPE TO PERFORM WORK EXISTING 20 X8"TEE
ONLY AS NEEDED ONLY AS NEFDEA
� 14" C905 SPOOL (P�
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( +
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� 24 X 14" D 1 RED (FIXMJ) 8 C 900 PIPE
24 H�PE TEE (FL} 24 X 6 HDPE TEE (FL) � 8" GATE VAIVE (FL X MJj
24" HOPE EF COUPLING � 24" HDPE EF COUPIJNG 24" HDPE PIPE 24 HDPE EF COUPLJNG �24 NDPE EF COUPLING 24 HOPE PIPE
s _ ,. _ _ �_ e e _ „- - _ '� t � �. r .� , �E s` m e e ,. � _ _ _ , . _ � _ _ , � a A -3» y, _ _ _ _ --- . _ _ _ -_ _ _ _ _ _ _ { � _ ° � � � _ � � _ _ �__ _ _ _ _ � _ _ __ �
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SIDE SEWER CONNECTION AT STA 13+87 �
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3�:� y '' REVISIONS 0 7 y FIELD 800K CI i 1 OF BRE ERTON �� �
- NO DESCRIPTI�N DATE BY ��lSTSB�� �EAC�'I MAIPI �E��C�IV�E�� SHEEf �
DEPARTMENT OF PUBLIC WORKS 8� UTILITIES � W
ADD #t ITEM 1 PLAN SHEET REISSUED 3/28/13 TH nnro iNCHES AT Fu�L scn� �g �p p� �p
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� HORIZ N/A VERT N/A DATE 3/13 WASH P E /{ 34�9t pATE 3/13 WASH P E � 30749 DATE 3/73 e �
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ENGINEER'S CERTIFICATE
The technical matenal and data contained in these Specificat�ons for the City of
Bremerton project titled Eastside Beach Main Replacemerot, were prepared under
the superviston and direction of the undersigned, whose seal, as a professional
engineer licensed to practice as such, is affixed below.
a .. P !►d' 1� r _
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Prepared by: � �
illiam Dav�s, P.E.
Project Engineer
Reviewed by:
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��Lever, P E.
�aging Engmeer - Utilities
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NOTIC€ INVITING BIDS
for
Eastside Beach Main Replacement
RECEIPT OF BIDS. Sealed Bids will be received at the office of the City Clerk of the City of
Bremerton, located at 345 6�' Street, Bremerton, Washington 98337 until 2 00 p m PST as
shown on the wall clock inside the City Clerk's office on Apnl 2, 2013 for the pro�ect
Eastside Beach Main Repiacement Bids received after the specified time and date will
not be considered
OPENING OF BIDS: The bids wdi be publicly opened and read after 2 00 p m on Apnl 2
2013 in the office of the City Clerk at 345 6"' Street, Bremerton, Washington 98337
COMPLETION OF WORK: The WORK must be completed within 120 calendar davs after
the commencement date stated m the Notice to Proceed
DESCRIPTION OF WORK: The WORK to be completed under this Contract generally
consists of mstalling and connecting approximately 3000 feet of 24-inch diameter high-
density polyethylene (HDPE) sewer main on the beach in East Bremerton, abandornng the
existing 20" asbestos-cement sewer mam in place, and all other work as identified in the
Contract Documents Nearly all the work occurs below the Ordmary High Water Mark
(OHWM) on the beach
PREVIEWING CONTRACT DOCUMENTS: Contract Documents may be previewed at the
� ARC Document Solutions website (www e-arc com) Go to http /lwww e-
arc comJwa/tacoma, then click on the link `Enter Public Planroom' Scroll down or search to
find the pro�ect
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PURCHASING CONTRACT DOCUMENTS: The Contract Documents may be ordered and
purchased from ARC Document Solutions Payment is typically cost of reproduction (non-
refundable) Contact Bid Services at ARC in Tacoma, WA 1(800) 337-8103, FAX (253)
272-4064, E-mad tacoma bidserv�cesCa�e-arc corn
PROPOSALS: All bid proposals must be made on the blank forms furnished in the
'� Contract Documents Sealed envelopes containmg bids shall be entitled Eastside Beach
Main Replacement.
� BID SECURITY: Each bid proposal shall be accompanied by a bid proposal deposit m
cash, certified check, cashier's check, or surety bond in an amount equal to five percent
(5%) of the amount of such bid proposal The fadure to furnish a bid deposit of a mirnmum
� of 5 percent shall make the bid nonresponsive and shall cause the bid to be re�ected by the
Contracting Agency
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PERFORMANCE BOND The successful bidder wdl also be required to provide a
PerFormance Bond for 100 percent of the Contract Price Should the successful bidder fad
to enter mto such contract and furnish satisfactory perFormance bond within the time stated
m the specifications, the bid proposal deposit shall be forfeited to the City of Bremerton
PRE-BID CONFERENCE A pre-bid conference wdl be conducted by the City, which will
include a walk-through of the pro�ect site The ob�ective of the pre-bid conference is to
acquamt prospective bidders with the work and the conditions of the site The pre-bid
conference is scheduled for Wednesday, March 27, at 10 00 a m at the City of Bremerton
Engineering offices The address is 3027 Olympus Drive, Bremerton, WA 98310
Pros ective bidders are hi h/ encoura ed to attend the re-bid conference. Allow 2
hours for the bid conference and exaect un to one mile of wa/kin4.
PROJECT COMMUNICATION All communications related to the pro�ect shall be directed
to the City prior to opening of Bids
Communication bv phone/fau/e-mad
Bdl Davis, P E
Telephone (360) 473-2312
Fax (360) 473-5398
E-mad Wdl�am davis@ci bremerton wa us
Commurncation by mad
Department of Public Works and Util�t�es
Engmeering Division
3027 Olympus Drive
Bremerton, WA 98310
ATTN Bill Davis, P E
CITY'S RIGHTS RESERVED: The City of Bremerton reserves the right to re�ect any and all
bids on any or all schedules or alternates or to waive any informalities in the bidding and
shall determine which bid or bidders is the most satisfactory and responsible bidder and
shall be the sole �udge thereof
This contract is conditioned on the City receiving a Hydraulic Pro�ect Approval (HPA) from the
Washington Department of Fish and Wddlife, and Nationwide Permit #12 from the United
States Army Corp of Engineers that permits the proJect as specified in the contract Therefore,
the City wdl not award the contract untd these permits have been issued by the respective
agencies The City anticipates receipt of the permits in late Aprd or early May
No plea of mistake in the bid shall be avadable to the bidder for the recovery of his/her
deposit or as a defense to any action based upon the neglect or refusal to execute a
contra�t
The City of Bremerton hereby notifies all bidders that it wdl affirmatively ensure that in any
contract entered into pursuant to this advert�sement, disadvantaged business enterpr�ses
wdl be afforded full opportunity to submit bids m response to this mvitation and wdl not be
discriminated agamst on the grounds of race, color, sex, sexual orientation or national origin
in consideration for an award
END OF NOTICE INVITING BIDS
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EASTSIDE BEACH MAIN REPLACEMENT
TABLE OF CONTENTS
ENGINEER'S CERTIFICATE
NOTICE INVITING BIDS
PART I— BIDDING REQUIREMENTS AND CONTRACT FORMS
BIDDER CHECKLIST I— i to I— ii
BID FORMS BF — 1 to BF —17
CONTRACT FORMS CF — 1 to CF —12
PART II — WSDOT AMENDMENTS TO THE STANDA6ZD SPECIFICATIONS
PART III — SPECIAL PROVISIONS
Division 1 — General Requirements
D�vision 2 — Earthwork
Division 4 — Bases
Division 5— Surface Treatment and Pavements
Division 7— Drainage Structures, Storm Sewers, Sanitary
Sewers, Water Mains, and Conduits
Division 8 — Miscellaneous Construction
Division 9 — Materials
APPENDIX A— KITSAP COUNTY PREVAILING WAGE RATES
APPENDIX B — CONSTRUCTION FORMS
APPENDIX C— BEACH MITIGATION PLAN
APPENDIX D— SUMMER TIDE SCHEDULE FOR SINCLAIR INLET
APPENDIX E— AGREEMENT FOR LIONS PARK PARKING LOT USE
APPENDIX F — CONTRACT PLANS
SP-1
SP-56
SP-60 �
SP-61
SP-62 `°
SP-72
SP-76
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PART I
,� BIDDING REQUIREMENT'S AND CONTRACT FORMS
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BIDDER CHECKLIST
This section lists the contract forms required for this pro�ect The bidder's attent�on is
especially directed to the bid forms that must be executed in full as required and
submitted with the bid
BID FORMS
� All forms m this section must be executed and submitted to the City with your bid, not later than
the designated bid closing date and time Bids that do not include all of the forms, properly
completed, may be declared unresponsive
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a Acknowiedgement of Bid and Addenda
b Bid Certificate
c Bid Proposal
d Bid Bond
Th�s form to be executed by the b►dder and the surety company unless bid �s accompan►ed by a
cert�ed check The amount of th�s check or bond shall be nof /ess than 5%(five per�ent) of the total
amount b�d and may be shown ►n dollars or on a per�entage bas�s )
e Contracto�'s Registration
f List of Subcontractors
g Information Required of Bidder
h Non-Collusion Affidavit
i Certification by Proposed Contractor Regarding Equal Employment Opportunities
� Certification of Non-Segregated Facdities
DOCUMENTS TO BE EXECUTED BY THE SUCCESSFUL BIDDER
The following forms are to be executed and submitted to the City after the contract is awarded by
the Bremerton City Councd These forms follow the contract forms in Part 1 Unless noted
otherwise, these must be submitted within thirty (30) calendar days after the date of Notice of
Award of Contract
a Contract
b Contractor Certificate
c PerFormance Bond for 100% of the Contract Amount
d Payment Bond for 100% of the Contract Amount
e Insurance Certificates
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Cdy of Bremerton March 2013
� Eastsrde Beach Mnm Replacement 1�
�
DOCUMENTS TO BE EXECUTED PRIOR TO FIRST PAYMENT
a Statement of Intent to Pay Prevading Wages
- Note Cert►fied Payrr�ll shall be subm�tted weekly to document wages paid
DOCUMENTS TO BE EXECUTED PRIOR TO FINAL PAYMENT AND RELEASE OF
RETAINAGE
a Acceptance of Compensation and Release of All Claims (See Appendix B)
b Affidavit of Wages Paid
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Crty of Bremerton March 2013
Easts:de Beach Marn Replacement / il �
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BID FORMS
BID TO:
ACKNOWLEDGEMENT OF BID AND ADDENDA
CITY OF BREMERTON (WASHINGTON)
PUBLtC WORKSAND UTILITIES ENGINEERING DIVISION
� 1 The unders�gned Bidder proposes and agrees, if this Bid �s accepted, to enter into
an CONTRACT with the OWNER in the form included in the Contract Documer�ts
to perForm the WORK as specified or indicated in said Contract Documents
ent�tled °EASTSIDE BEACH MAIN REPLACEMENT"
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2. Bidder accepts all of the terms and condit�ons of the Contract Documents,
induding without limitation those in the Notice Inv�ng Bids and Instruction to
Bidders, dealing with the d�spos�tion of Bld Security.
3. This Bid wnll remain open for the perlod stated m the "Not�ce Inv�ng B�ds" unless
otherwise reqwred by law Bidder wnll enter into a CONTRACT wrthin the t�me and
in the manner required in the "Notice Inviting Bids" and the "Instructions to
Bidders,° and �nnll fumish the insurance certificates, Paymerrt Bond, and
Performance Bond required by the Contract Documents.
4 Bidder has examined copies of ali the Contract Documents including the
following addenda (receipt of all of which is hereby acknowledged)
Number 1 Date � ��, �'�„
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Failure to acknowledge addenda shall render the bid non-responsrve and
shall be cause for its re�ectbn
5. Bidder has famdianzed itseif with the nature and extent of the Contract
Documents, WORK, site, locality where the WORK is to be perFormed, the
legal requirements (federel, state and local laws, ordinances, rules, and
regulations). and the cond�ons affecting cost, progress or perFormance of
the WORK and has made such independent investigations as Bidder deems
necessary
To all the foregoing, and including all Bid Forms contained in this Bid, said Bidder
further agrees to complete the WORK reqwred under the Contract Documents within
the Contract Time sbpulated in said Contract Documents, and to accept in full
payment therefore the Contract Pnce based on the Total Bid Price(s) named in the
aforement�oned Bid Forms
Dated
Bidder
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C�ty ofBre�nenon
Eaststde Beacb Matn Reptocement
March 2013
BF-I
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BID CERTIFICATE
(if CoroorationJ
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STATE OF t,���<�..,�,,��.. )
COUNTY OF �-,-.,�� �,�„ )
SS.
I HEREBY CERTIFY that a meet(ng of the Boarr! of Directors of the __�,,,,�� �_'��
a cA� ��''�`" i; existing under the laws of the State of __i..... �!'���_, sr•.�r!-��.�. , held on
1 , 2013, the following resolution was du�'y passed and adopted.
t
"RESOLVED, that ��
t� c_� �r,r , ri��r- President o the � oration, be and is hereby
authorized to execute the Bid dated �, 2013, to the City of Bremerton
by this corporation and that his execuUon thereof, attested by the Secretary
of the Corporation, and vinth the Corporate Seal affixed, shall be the official
act and deed of this Corporation " '
I further certify that said resolution fs now in fuil force and effect
IN WITNESS WHEREOF, I have hereunto set my han and ffixed the official seal
of the corporation this ��,�1 , day of > 2013.
Secretary ,r.�,._ x�,,,��,
(SEAL)
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crri ofa.�ro„
Eastride Beach Main Replacement
M�di 2013
BF-2
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STATE OF
COUNTY OF
BID CERTlFICATE
(if Partnershiol
)
� SS.
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I HEREBY CERTIFY that a meeting of the Partners of the ��
� a partnership existing under the laws of the State of , held on
, 2013, the following resolution was duly passed and adopted
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°RESOLVED. that ,
as
of the Partnership, be and is hereby authorized to
execute the Bid dated _. 2013, to the City of Bremerton by this partnership
and that hfs/her execut�on thereof, attested by the
shali be the official act and deed of this
Partnership "
I further certlfy that said resolution is now in full force and effect.
IN WITNESS WHEREOF, I have hereunto set my hand this , day
of . 2013
Partner
(SEAL}
Ctry ofe.emerron
Easntde Beach Main Replaceme►u
Marcli ?013
BF-3
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BID CERTIFICATE
(if Jolnt Venture)
STATE OF
COUNTY OF
)
) SS'
)
I HEREBY CERTIFY that a meeting of the P�incipals of the � I�
a �oint venture existing under the laws of the State of , held on
, 2013, the following resolution was duly passed and adopted.
"RESOLVED, that , as
of the Jant Venture,
be and is hereby authonzed to execute the B�d dated ,
2013, to the City of Bremerton by this joint venture and that his/her execut�on
thereof, attested by the shall be the
official act and deed of this Joint Venture "
I further cerdfy that said resolution is now in full force and effect
lN WITNESS WHEREOF,1 have hereunto set my hand this , day of ,
2013.
Managing Partner
(SEAL)
G51y ofBremertort Mmdi 1013
Eastrtde Beach Main Replacemau BF-4
a _
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' a limited liabdity company existing under the Iaws of the State of , held on
, 2013, the following resolution was duly passed and adopted
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A L�mded Liability Company
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STATE OF
COUNTY OF
I HEREBY CERT(FY that a meeting of the Members of the ���
"RESOLVED, that and
as members of the Limited Liability Company, be and are hereby authorized
to execute the CONTRACT dated ,
2013� to the City of Bremerton by this lim�ted liabdity company and that their
execution thereof shall be the offic�af act and deed of this Lim�ted Liab�lity
Company."
I further certify that said resolution is now in fuil force and effect
IN WITNESS WHEREOF, I have hereurrto set my hand this , day of ,
2013
By:
Member
By
Member
(SEAL)
BID CERTIFICATE
Llf Limited Ltabilitv Comcanv�
)
; SS.
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City ofBremerton
Eastrlde Beach Main Replaeement
March 1013
BF-3
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THIS PAGE LEFT INTENTIONALLY BLANK
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CltyofBremertoR Mmick 20/3
Easisrde Beacli Maln Replacernent BF-6
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CITY OF BREMERTON
BID PROPOSAL for EASTSIDE BEACH MAIN REPLACEINENT (2 pages)
NlARCH 2O13
The followrng proposal has both lump sum and unit pnce bid items The Lump Sum items
are in Schedule A. The Unit Price �tems are in Schedule B The entirety of the project worlc
is included in Schedule A and Schedule B. In the finai column of each schedule, w�e out
the pnce in dollars and cents using numerals Tax Note: Rule 170 applies to this proJect.
Sales tax shall not be included in the indnndua! unit prices, but as a total for all items.
SCHEDULE A— LUN9P SUM BID ITEiVIS
B � d Reference Descriptlon Bid Amount
Item
1 1-04 4, 1-0S 6 Minor Changes and Force Account "* $150 ,000.00
2 1-09 7 Mobdizatlon 80 Q� O�
3 2-09 Shonng or Extra ExcavaUon, Class B � O� 000.00
4 4-04 West End Beach Access Improvements r� ,r�' ��, 0O
5 7-17 241nch Sewer Pipe 3Op� � , Q�
6 7-17 Temporary Bypass Pumping System 2� ��� �
7 7-17 Connecdon to Ewsbng Piping at Stabon 30+82 T�'Q� Q� �
8 7-17 Connecdon to Existlng P�ping at Statlon 1+00 �O �� QQ
9 7-17 Connecbon to Ewsfing Piping at Station 5+35 ZQ OQO Q�
10 7-17 ConnecUon to Ex�sting Pip�ng at Staaon 13+87 '���
11 7-17 Air Release Valves �/ Q�D� �Q
TOTAL FOR SCHEDULE A ���, oO
** Payment from this bid item is only p�rmitted by written approval from th� Engineer ln
accordance with S�etions 1-04.4 and 1-09.6.
Crty ojBremerton
Eastside Beach Man Replacement
March 2013
BF-7
SCHEDULE B- UNIT PRICE BID ITEN9S
Bid Ref. Description Unit Qty Uni�t$C�ost Total ($)
Item
12 &05 Beach Mitigation and Cleanup Tons 75 �'L�j, � ��j `f y, �
TOTAL FOR SCHEDULE B cj� 3'7'�q�
TOTAL OF SCHEDULE A AND SCHEDULE B
SUBTOTAL OF SCHEDULE A AND B($) g pq 3 �� da
ESTI90PIATED SALES TAX � 8.6% ($) Gc� ( 2,f.
G RAN D TOTAL ($) � 7 Gt c� 8 t� 2,
U
Cily ofBremerton Marcli 2013
Eastsrde Beach Mau� Rep/acemeret BF-8
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KNOW ALL MEN BY THESE PRESENTS,
BID BOND
That Roqnlin's. Inc as Pnncipal, and
Liberty Mutual Insurance Company as Surety, are
held and firmly bound uMo City of Bremerton hereinafter called "OWNER," in the sum of Fl�e Percent
(5�) of Bid Amount
dollars,
(not less than 5 percent of the total amount of the Bid)
for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors,
administrators, successors, and assigns, �ointly and severally, flrmiy by these presents
WHEREAS, said Pnncipal has submmed a B�d to said OWNER to perform the WORK reqwred under
the bidd�ng schedule(s) of the OWNER's Corrtract Documents ent�tled EASTS/DE BEACH MA/N
REPLACEMENT.
If the Pnncipal is awarded the Bid and, writhin 10 calendar days after receipt of the Contract Document
forms from the OWNER, fads to provide the OWNER �nnth the duly executed Agreement, the duly
executed Certificates of Insurance, the duly executed Performance Bond and the duly executed
Payment Bond, all as spec�ed in the Contract Documents, then the Surety shall, witNout conditwn
and wRhin 30 calendar days from wr�tten demand from the OWNER, pay to the OWNER in U S
funds, by certfied or cashiers check, the full amount of this Bid Bond This Bond shall be irrevocable
for 90 days after the bid opening, as d�ned in the Contract Documents
The Surety stipulates and agrees that the obligation of said Surety shall m no way be impaired or
affected by an extension of the time �nnthin which the OWNER may axept such bid and Surety further
waroes notice of any such extension In the event suit is brought upon th�s bond by said OWNER and
OWNER prevaUs, said Pnncipal and Surety shall pay all oosts incurred by said OWNER in such su�t,
including attomey's fees and costs to be flxed by the court
StGNED AND SEALED, thts day of APr� � z , 20 13
Rognlin's, Inc � Liberty Mutual Insurance Company �
(Pnncipal) (Surety}
g gy � � �
�?.c�.d.���.ti� Sign ure)�, (S�gnature)
Peggy A Firth, Attomey-in-Fact
(SEAL AND NOTARIAL ACKNOWLEDGMENT OF SURETI�
Address of Surety to which all notices shall be sent
1001 4th Avenue, Swte 1300, Seattle, WA 98154
Address for Service of Process (must be a physical address)
1001 4th Avenue, Suite 1300, Seattle, WA 98154
Crty of Bremerton
Eaststde Beach Matn Replacement
March 10/3
BF-9
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THIS POWER OF ATTORNEY tS N07 VAUD UNI.ESS (T 15 PRINTED ON RED BACKGROUND �
Thls Power of Attomey limlis tFw acts of tlroge r�d her�, and tlrey have no mWarky to bind tlre Compar�y euept In the manner and to tfia ezten! baeln �
Amencen Flre and CasuaRy Company
The ��o Casualty Insurance Company
CerhRcete No 80277� '
Liberty Mutua! Insurance Comparry
West/Merican Insurance Company
POWER OF ATTORNEY
IUJOWN ALL PERSONS BY TNESE PRESENTS Tf�tAmer�an Rre 8 Cas�fty Company ar�d The Ohio Cas�lty Iruurance Comp�y are corporaUons duly organized under fhe laws of
tl►e Stafie of New Hampsture, that L�berty Mutual Insurance Company Is a carporaUon duly organaed under the laws oi the State of Massachusetls, and West Amerfcan Insurance Comparry
�s a carpmatton duly organized under the lawa of tl�e Sla�e of Indiana (herem mllectivehr called the'Compames���pursuer� to and by aWionty here�n set torth, does hereby name, cor�sUtute
and aemint_ lU1ne E Strieby; Bflrbera A. JohnsOn, Brer� E Heilesen. Chnstoaher f�nvon, Diane M Har�na. Enc A. Zimmerman. Jake Oia. James B
all of U�e dty of Tacoma . s�te of WA each indivldualry ff there be more fhan one named, ifs true and law(ul atGomey-in-fact to make, execute, se�al, acknowledge
and delNer, tor and on ds behalf as surely and as its act and deed, arry and all undertaldr�, bonds, recogNzarxes end otlier sur�y obligatlons, in pur�ance of tl�ese preserds and shall
be as bn�ding upon ihe Companles as if they t�ave been duly sigr�ed by the presideM and aaested by the seaetary of the Companies in their own proper pe�sona
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IN WITNESS WHEREOF, ihis Power ofAtEomey t�s been subscnbed by an aufhorized oftic� or ofticial oi the Companfes and tl�e corporate s�ls of Ihe Canpanres have been atfixed
tl19tIBt0 thls ] � m dey Of �AerCh . 2013
��9,SSUCAS�j�� 4Fy S�IN� q_ � � ��ytN
4 i � � ;8 � �' � n � �
� 190b o o t4ty n� ` 1912 °� � 1491 °�
d b x 'O e `�' y a �+ �
"+'�¢ +Y.su �r�' ,Jy�ri„iK�.��+ a i,x �r �c� :y Aur
* { � * � *
STATE OF WASHINGTON
COUNTY OF bNG
American Fire and Casualty Company
The Ohio Casualiy Insurance Company
Irberly Mutual Insurance Company
WestAmencan Insurance Company
ay � �
Gregory DavenpoR, Assistant Seaefary
On this � 7th day of March . 2013 .�� me personally app�red Gregory W Davenport, who acknowledged fdmself to be the Assistant Seaetary oi Amedcan
Fre and Casualty Company, Liberly Mutual Insurence Company, The Ohfo Casualty Campany, and WestAmedcan Insurance Comparry, and that he, as such, bemg authorized so to do,
execute the toregang rnstrument tor the purposes tlierel►► coMained by signing on behalf of the oorporatbns by himseli as a duly auU�onzed o�Cer
i
IN WITNESS WHEREOF, I have hereunto subscnbed my name and atfixed my rrotarfal seal at Seattle, Washington, on U�e day and y�r first above wntten
°�'a y �
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, NCTARY : B y
= vus� c "s KD Rdey . N Pubhc
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Th� Pow� oiAttomey is r�de and exearted pursuaM to and by authordy of the foltoxnng By�ws ar� AutlrorQaUons ofAmerican Fire and CasuaRy Company, The Ohio Casualry Insurance
Company, Liberly Mutual Ir�rance Company, and West Amertcan Insurance Comparryr wh�ch resolutlo�u are now in fuQ force and etfect �ading as fdlows
ARTICLE IV — OFFICERS — Section 12 Power ofAttomey My ot(�ceror otherofltcial of rire Corporation aulhomsd far that purpose in wn6ng by �e Chairman or the President, and sub�ed
to such Iirnitatlon as tl�e Chairman or fhe Pres�dent rt�y presabe, shaA appoint such a�omeys-io-fad, as may be neoessary to ad m behalf of the Corporat�on to make, exeate, seal,
acknowledge and delrver as sureiy a�r and all undertakings, bonds, recognizances and otlrersurety obligatons. Such att�omeys-m-fact, subjed to the hmda4ons set fohh in their re�ecUve
a
powers of attomey, shall have fup pawer to bind the Corporahon by their slgnaiure and exeartton of arry such instruments arni to atfach tlieteto tl�e s�l oi the Corpaatlon When so
euearted, such instrumer�ts shall be as bmding a4 ff signed by fhe Pres�ent end attested to by the Secre�ry My power or suthonry grarited to anyr representaWe or attomey-in-fad und�
the prrnnsions of this ardde may be revoked at any tlme by ttre Board, tl�e Chairtnan, the President or by fhe ofticer or oifi�rs grarmng such power or suthority
ARTICLE XIII — Execu4on of Conhacts — SECTION 5 Surety Bonda and Undertakings. My offioer of the Company authonzed for that purpose in writing by the chairman or the pre�dent,
and aubject to auch llmdahons ag the chalrrnan or the presideM may prescn'be, shall appoird such attomeys-io-fad, as may be necessary to ad m behalf of U►e Company to make, execute,
seal, adcnowledge and delMer as s�uety any and all undertakings, bonds, ►eoognizances and other surely obhga4ons. Such attomeys-io-fact subject to the Gmftetlons aet forlh in 1he1r
respecdve powers of et6omey, shall have tuQ power to bind the Company by tl�elr elgnature end execWon of arry such tn,gtrumeMS and to attech tlrereto fhe seal of tl�e Comparry When so
exearted such mstruments shall be as bmding es K sigr�ed by the president and aaH�ested by the secretary
Certlflcabe of DeslgrreUon — The Presid�t of the Comparry, ac6ng pursuant to the Bylaws � the Camparry, autlrorfres Gregory W DavenpoR, Assistant Seaetary to appomt such
at�meys-io-fact as may be r�eoessary to act on behaif of the Company to make, exearte, seal, acknowledge and deifver as surety any end all unde�lalun�, bonde, recagnaances and
ofher surety obligatlons.
Aufhortrstlon — By unanirtrous oonsent of the Compan�s Boerd of Diredors, the Company consenfs that tacsimlle or mechanically reproduced sfgna6ure of any assisTaM secretary of the
Company, wherever appeadng upon a certlRed oopy of arry power of ettomey Issued by tl�e Company in conr�tfon wrth surety bonds, shall be val�d and bindfng upon the Compeny wffh
fhe same foree and efrect as fhough manually aftbced
I, David M Cerey, the undersgned, Ass�nt Seaetary, of Amencan Fue and Casually Company, The Ohio Casualty Insurance Company, tlbedy Mutual Insurance Comparry, and West
Amedcan In�rance Comparry do hereby certliy that the ortgfnal power of attomey of which the taegoing le a fuU, true and cortect oopy oithe Power afAttomey exewted by said Comperdes,
� in fuU force and affect and has r� been revolced (�, w
W TESTIMONY WHEREOF, I have hereunto set my hand and etroced fhe s�ls of se�d Companies tMs ��y bf t"1,,,,,,,,,,� � '_,,,, , 20�
�PZyOCASG J �'(YIkS�� " J'y1N51/��Y C�'rtNSUqF�y,,
4 � C� 4 �h 2, � �^ � � PO �
� 1906 0 0 1919 � Y 1972 3 r 7941 °�
¢y A� �o a �+� s' � �
ty * r2, d,y� ��tS�` �� * y ya„# r
Llu� 12873 092072
� �'� � �
David M Ce , istant Secretary
101 of 350
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CONTRACTOR'S REGISTf�ATlON
Name of Company_._..._._�.. _ �~��n� , ,� `� . � r��
Address � � , � `°� °� � `� �1
� j_ �� � �
uB1 # � � 1- t� �"� �'.��:�
License/Registration # and Expiration date ��: � - �'� i� - �_ � �` ;', � ���� �/r�� � t3
License Type `�-- � �' .� ,�
Speaalty (if any)
Employer's identification number (employer Soc. Sec #)
� 1 - �^� °� ,��,��� �l • (not your personal SoGal Secunty number)
Employment Security Department number cc`....�.�.� �����..��, ���, { a,
Washington Industriat Insurance number � 1 L.n`�,��`�- (�!
� City of Bremerton Business License number t�`����� �-,��, �� z� �a �r r c�-��� �1 �� r�-�°
• If not Lcensed vinth the City, a hcense must be obtamed before beginning any work.
C�ty of Bremerton
Eattside Beach Mmn Rep/acemertt
Mmicb 2013
BF-!0
,
LIST OF SUBCONTRACTORS
2 a es
The Bidder shall prov�de the folloHnng infortnabon for each Subcontractor who vwtt perform work or
labor or render sernce to the CONTRACTOR in or about the construchon of the work or �mprovement,
or a Subcontractor who, under subcontract to the CONTRACTOR, specially fabncates and instans a
portion of the work or improvement according to detaded drawings contained in the plans and
specficat�ons, in an amount in excess of 10 per�cent of the CONTRACTOR's total bid The 6ldder
agrees to submit the list of Subcontractors as part of the Bid or v�n�in one-hour of the Bid The
CONTRACTOR shall list only one Subcontractor for each pordon of the WORK as is defined by the
CONTRACTOR in its bid. tf no Subcontractor is hsted, the bidder acknowledges that lt does not intend
to use any subcontractor whose work on the CONTRACT Hnll exceed 10 percent of the bid pnce. The
Bidder's attention is directed to the prowsions of Supplementary Condit�on 6 06.A which st�pulates the
percent of the WORK to be performed �nnth the Bidders own forces Fadure to comply with this
requirement vinll render the Bid non-responsive and may cause �ts re�ecbon Attach additlonal sheets
if r�quired.
In accordanc� with RCW 39.30.060, the Contractor shail fumish the names of the subcontractors
with whom the bidder, if awarded the contract, �nnll subcontract for performance of the work of HVAC
(heating, ventilat�on, and air condidoning), plumbmg as descnbed �n chapter 18106 RCW, and
electncal as descnbed in chapter 19 28 RCW, or to name itself for the work The prime contract
bidder shall not hst more than one subcontractor for each category of work (dentlfled, unless
subcontractors vary vinth bid aitemates, in which case the pnme contract bidder must indicate which
subcontractor vmll be used for which attemate Fadure of the prim� contract bidder to submit as
part of the bid, o� within one hour after the published bid submittal time, the names of such
subcontractors or to name itself to perform such work or the naming of two or more
subcontractors to perform the same work shall render the prime corrtract bidders bid
nonresponsive and, therefore, void.
Note: If there is no subcontract work for HVAC, Electrical, or Plumbing, the Contraactor shall
name ttself as th� subcor�tractor and Ust the 96 of work as O%.
SUBCON7RACTOR #1
Company Name: p�, � 's
Subcontractor License #•
Work to be performed: HVAC
Address.
Phone #:
Bid Amount and % of Total Bid. O%
S9.BBCONTI�AC�OIt �2
Company Name: L 'S �
Subcontractor L�cense #
Wor)c to be pe�Formed• ELECTRICAL
Address
Phone #
Bid Amount and % of Total Bid. °
Cfty ojBremerton March 2013
Eastside Beach Mam Replacement BF-ll
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Sl1�CONTRACTOR #3
Company Name� p�, L's j
Subcontractor License #
Work to be performed PLUN96iNG
Address•
Phone #.
Bid Amount and % of Total B�d• O°/
Sl1BCONTR/�C401t #4
Company Name.
Subcontractor License #�
Work to be performed
Address:
Phone #
8id Amount and % of Total Bid
SUBGONTRACTOR #S
Company Name•
Subcontractor License #
Work to be performed•
Address:
Phone #:
Bid Amount and % of Totai Bid
SUBCONTRAC'1'OR #6
Company Name.
Subcontractor License #
Work to be performed
Address
Phone #:
Bid Amount and % of Total Bid.
SlJ�CONTR�►C40R #7
Company Name
Subcontractor L�cense #
Work to be performed
Address
Phone #
Bld Amount and % of Tota! Bid
Ciry nfBranertan March 2013
Eastrrde Beach dfiun Reploce»rent BF-12
'
INFORMATION REQUIRED OF BIDDER
PAGE 1 of 2
The Bidder shail fumish the follouving i�orma�on. Adddional sheets shafl be attached as
reqwred Fa�ure to complete these �tems �nnll cause the B�d to be non-responsive and may
cause its reJectlon. In any everrt� no award vinll be made untd all of the Bidders General
lnformation is delrvered to the CITY. �
(1)
CONTRACTOR's name and address, mcludmg name of primary corrtact
�._��4 r1�� ,n `,�.� ,r'1C_. ��ti t''Ji��_ ���x:=�°��:sv�
� C`�f � 1..�J �� �' � �„� `� n � ^ ��.�._7 �C,� !'� y I � �
- \ • �-� ��r.�5_ 3�.!�...�� �1 ��1 ..7t���
�2)
(3)
CONTRACTOR's telephone number � .,?�{, �, �� � �, � - �"--�"" ;��
CONTRACTOR's fax number � ,��;�� � �, � - ��t,.,n �,
CONTRACTOR's license. Pnmary classfication � , �v���~ �_� ('�-�,,,,���,-~�tQ�
Specialty class�fcahons held, d any:
State License No. and Expiration Date _ �-CJ - �'-� � � �''��' ��� � �- �) � � }3
Name of Licensee, d differerrt from (1) above
(4)
Name, address, and telephone number of surety company and agent who witl provtde
the required bonds on this contract:
1� ,`�,x:.�-�� �1�� ���.� �,��.��� ,� ��.-�,. _��
���� � �,�x� -.��.� ���., �c ��`~�
������ � � .�� �r� _
(5)
Name and Pos�tion of person(s) who attended the pre-bid vis�t to the wo�lcsite (if any):
Crry ojBremerton March 2013
Eastside Beack MaLi Replacement BF-13
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(6)
INFORNlATION REQUIRIED OF BIDDER
PAGE 2 of 2
,
ATTACH TO THIS BID a list of 3 pro�ects completed by the Contractor, that are simdar
to the �STSIDE BEACH AAAIN REP�CENBENT project in rrature, value and
complexity of work. The 3 projects must have been completed under the bidders
name as the pnme (general) contractor wdhin the last 10 years The fist shall include
the following information as a minimum
o Names� address, and telephone number of owner.
o Name of pro�ect.
o Locat�on of pro�ect.
o Bnef description of the work involved
o Contrad amount
o Date of complet�on of contract
o Name, address, and telephone number of arch�tect or eng�neer.
o Name of owner's pro�ect engineer
o List of Major Equipment
o Years �n business under currer�t name
o Contracts now in hand, gross amount
C�ty ojBremerton
Eastsfde 9each Afidn Replacement
Masck 2013
BF-14
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ROGIVL�N'S, INC.
REtORD OF PROJECTS COMPLETED
Contract Date �nrner Contact
Project Description/Location Value $ Architect/Engineer Cont�d 8 ���
Descri ion
North Beach Regional Water System $561,830 00 4/08 Grays Harbor County Gibbs and Olson, Inc Install new
Quinault Beach Resort, Ocean Shores, 100 W Broadway, Swte 101 2604 —12"' Ct SW water Ime
WA Montesano, WA 98563 Olympia, WA 98502
Attn Kevm Varness Attn Mike Olden
360-249-4222 360-352-1120
Goldsborough Creek Sanitary Sewe� $876,580.20 11/07 City of Shelton City of Shelton Sanitary
Improvements 525 W Cota Street Sewer
Shelton, WA Shelton, WA 98584 Improvement
Attn Dorn Kotas-Turner
360-432-5104
Hoqwam River Crossing $993,803 00 11/08 City of Hoqu+am HDR Engineering Directrona!
609 8"' Street ` 626 Columbia St NW Suite 2A drdling of
Hoquiam, WA 98550 Olympia, WA 98501 new water &
Attn Bnan Shay Attn Tim Hume sewer Ime
360-5700 ext. 240 360-570-4413 under river
Rognlin's Inc. has been in business for 52 years.
Contracts now in hand is $30,000,000
� � _ � _ � � � � �/ l� � � � � � _ (� r
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� nor,etLix � s i�c
�NiP
ff Descriptioa
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100 Csaoe9
101 1977 NORTElWEST 90TOdi CRA9E-5 AXI.E
102 1978 NORTHiPE3T 90Tati CRANS-9 AXLS
111 19T9 GENENAL 3INGLE RXLE BOOSTER
113 1973 80TOeT NORTH9fEST CRA9ILSR CRANS
116 1989 50TOi6T LIPTKBBLT HYD CRAliB
120 1990 Q!C lOTON BOOI�RTRIICX
121 1996 22TON PTRBLT BOOMITRR-MANITEX
i22 2006 zixtc BaLr iio zoa� r.n�°r=cE soa�
124 1994 FORD L8000 7T� SOOM TRUCR
150 Tsucke 6 TtailAre
150 1996 FORD/DAKOTA IyBCHADTICS TRUCR
151 2007 3 7l7�S END DONII�
152 1981 FORD 87.ATBSD TROCR
153 2009 OI�YMeIC TILT DECR TRAILER
154 2007 I�J T800 LOi1HOY TRACTOR
155 1963 TRAII.lJO8IL8 FLATBED TRAILSR
157 1997 MOC[Y OFF-ROSD TRIICH-LARGS
158 2002 GMC FLATBSD DO[�TRIICR
159 1996 REmIPOR'PH WAYBR TROCR
161 1999 BOLLDOG E'LATBSD TRAILER
162 1997 I�CI9VQRRH DDMP TRUCS
163 1997 TROCHiPEI,D 3 AXLE POP TRAILSR
169 1499 BOLLDOG FL�ITBED T1tAIL8R
165 2000 ALLOY FT�ATBED TRAILBR-CTR FRM
166 1994 F9RD CF7000 fiTITH Si�ISSPER
i� 2007 xw �eoo � Tavcx
168 2007 RW TB00 DOl� TRUC�
169 2002 H�DE OTILITY TRA2LER
i�o i9�e ua�mn$ �rrxLix�r r�L�x
171 1977 E'ROSHAIIF POLL YRAII.ER-FLA?HED
172 2000 FbRD F650 - 3HOP RRIICR
173 1967 FRU6HAOF FLATBED 'PRAILffit
174 1988 GSNERAL TBNDBNI AXLB HOOSTBR
175 1988 GEI�EAAL 30Y"ON JEEP
176 1988 GENERAL 67-70 TON 7.Oi0BOY
177 1971 FRIIS�4QF FLATBED TRAILER
178 2007 JOAA DESRE OFF R(]AD DiJl� TRUCK
179 1989 FttIIF.�►OF 2 A7Q,E END Di1MP TRLR
180 2000 4RAIL KING LOWBOY TRAILE[t
181 2007 SDHN DSERB OFF EWAD WMP TROCR
182 2000 TROCI�ELD 3 AXLE PDP TRAILER
183 1981 AMTDiA HYD ISGeT TOWER
184 2000 BSPROKI'H TBOOB DOMP TRBCR
185 1989 FORD �'►.n'rar_n DUMP TRUCK
186 1992 HOMBlQ►DE DTILZ2Y TEtAiLER
187 2000 R67.IANC$ A1APtIi3OY FLATBED
188 2000 INTHRNATI�iL DOdP TROCR
189 2007 SCOlfOLIlIE 25' TILT DECK
190 1979 TODOO DOLLY-SINGtiE AXLS
191 1942 TRUC36PELD 3 AXLS PUP TRAZI.ER
192 1999 Z11TER1PATIONAL SIDfi DQl� TRpCR
193 1999 EVERGRE� OFFICS TRAI7,SR
194 2011 G6NERAL 3AXLE 35 TON TILT DECK
199 1995 TRIICRiPE7.D 3 AXL6 PDP TRAILER
1990 1981 SIEBffit4 TItY-AXLE TRBILER
1991 1985 'PRAILRING TRI AXLE TRAILER
1992 1997 ?IOXY OFF-RW1D TRUCR - LARGE
1993 1997 MOXY OFf'-ROAD TROCR - LARGE
1994 1998 l�XY OF7-ROAD TRUCR
1995 1998 ffiOXY OFY-1tABD TRpCK
1996 2000 TAAII, RIBiG STEP DECR lRAILER
1997 2008 'PIiAIL BING BEAV$RY'RAIL TRAILER
1999 1996 t�TACHS G(�sIO CRAWLER DIllIPER
20o saeyehoem a nosars
202 2004 J�Di PF.gRE 450 DOSSR
� 203 1996 CAT DS DOZSR
209 2006 JOF�+1 DESRS 240 BXCAVATOR
205 2000 HITI4CHI 750 E7CCAVATOR
570T
570T
3AWB3
70-D
ATC850
Fi.3►TBED
357
218HSL
7,80�0 W/N8
F800/8000
STR38
LDiTB000 22'
303DT3
T800
40'
t�T40
C6500
T-800
7' X 16'
T800
TSBCPT
7' X 16'
ATCET-53-9
CF7000
T800
T800
(HELDPsR)
24'
F650
35'
DA85836
DAJ579?
40'
350D
DRX7Ql230
RR110E'G
350D
TSSCPT
7.5 RA
TBOOB
£700
AACT-53-4
9700
CP1025TS
TSSCPT
4900
8' X 2d'
947-25T
60T3AAR 98'
15524800 4
lPP40R
IdT40X
1�3033
1KT30S3
TH80yCS-983
TR70HT
CG70
450 l�Ge
DSRLGP
240D
SX750 LC
Equipment Listiag
r.i.cense #
H49015-FRN
11249
JE'9110
NO LIC-NO TITLE
07597e
A00298%
A848888
LICENSE �i/A
+627850
A00297X
7040TJ
T{/4550
8371Y2
B18897A
1Q08520
LICEN$S N/A
809826L
870686B
1300s�i1
A564778
9738L8
1563-XJ
2824M�9
B505743
B18171A
818172A
627BOT
7329TJ
6988LQ
B188BOA
Z63259
1249JM
6408JH
1272MG
JQ1830
LICEN3E 21/A
saioJo
3498�W
LICF�TS& N/A
3353ND
9vR2136
A83611G
891045L
3394-vG
WU6922
846439D
5916TW
as9�ie
2291RY
LICA43B N/A
54664
eisevz
6706LEt
1992N&
2056�R
LICFZISE N/A
LICENS$ N/A
LICFdi3E N/A
LICFa13E N/A
15025U
6090UN
LICENSS N/A
LICEl13fi N/A
LICENSE N/A
LICSNSE N/A
LICSNSE N/A
Serial $
25940-100109CN97?
20017-2695�-48249C
SAH5179
26276
ATC48178
1GDL7DlY6LV511106
1XPALHOXOTD412127
N6J6-8351
1FDYY82S9RVA38471
iFDNF80C9TVA02734
iW91038317A1T2491
1FDYW80Q1BVJ15389
1C9TF36339T997144
1xRDp80Xx7R208704
213881
512086
1GDJ7H1C82J510953
1�tD7C29XXR8731678
4RJF81624X1100929
1NRDXBw[BVR7520B3
1BR1P1539VR110820
4iWF31627IX1100935
5RESB0482Y3000073
1FDI�I70CXRVA29656
iNRDXBOX07R176637
1NRDXBOX9TR176636
WA98206670
o7A7652871
FRX614108
3FDMB6548Yl�115224
WG357501
1G9DAB028JA008036
1G9lliAJ036JA008037
1G9DAl�l086JA008035
FRN439906
D�d350DT609930
1H4D03020KJ037002
1RICJ0.5238YM052868
�350DT619408
18H1P1636YR012492
81097872
1XRDPBOX9YR869776
1FDAIK74P8RVA23513
s�A89147826
SRE3SO489Y3000264
lAT5CAH1�riYx275303
42ETPR03271000927
SiJ7R1856
1BN1P1531NK980500
1HT3HADR3XH6565C6
290141
1G9YAAQ66BA008021
1BN1P1536SK105540
22Q387367651453Aa
1T�04835FT�066215
512089
512083
354205
359170
1TK804832YM100323
1TKA048238MO25697
8060107
T09508X927343
1DD06739
FF290DX605252
17CP005449
01-10-13 Hage 1
Grosa tnsnred
Weight Statue
136,900 Inan=ed - Eqp
132,100 Insnred - Eqp
None
167,000 Insnred - Sqp
80,200 Iasnred - �
36,000 Insured - Ec�p
54�000 Insuxed - 8qp
Insuxed - Ec�
6,240 Insured - Sqp
26,000 Insuzed - Auto
Inaured - �to
48,000 Inenred - Auto
Inaured - �uto
insured - Auto
Insurefl - Auto
None
Iasured - Auto
Ineured - Auto
insured - Auto
105,500 Inauced - Auto
Inswced - Aato
Inaured - Auto
Inanred - Auto
Insured - Auto
Inaured - Auto
insu=ed - Auto
Insured - Att�o
Inaured - euto
Easured - Auto
26,000 Insured - Auto
insured - Auto
43,000 Insured - Anto
Inaured - Auto
Inaured - Auto
Insured - Auto
znsured - Sc�
Easured - Anto
Insured - Auto
Insured - 6qp
IaBUred - Auto
Inaured - Auto
105,000 Iasused - AutO
26,000 insured, - Auto
insured - Auto
Instuced - Auto
Znsured - Auto
Insured - Auto
inaured - Auto
9,210 Iaaured - Anto
NoAe
Insured - Anto
insured - Auto
Insured - Auto
Iasured - Auto
Znsnred - Auto
Noae
Noae '
None
Noae
inaured - Auto
86,360 Insured - Anto
Ra�e
Insu=ed - �
Inen=ed - Bqp
Ynauxed - Sqp �
Insnred - Bgp
C �
i
b ��.5 �
Squip
# Description
200 Baothoee 8 Dozera
207 2002 BZTACHI SAXIS 160 EXCAVATOR
209 2007 VOLVO 460 87tCAVATOR
210 2003 CAT D6 DOSSR
211 2003 VOLVO MOTOR GRFIDER
212 2005 IaTACE3I ZX 200 BXCAVAROR
213 2006 E[I2ACHi ZX 160 SXCAVATpR
219 HI?ACHI 7.ONG SO@!
215 2005 HITACHI ZAXI3 330 EXCAVATOR
216 2006 t�ITACHI ZX 50 EXCAVATOR
217 2004 J�IN DEERB 450 D08ER
218 2004 CBAI�IOlT MiDTOR GRADER
219 HI RAM BREAK6R
220 ALLIED HOEPAR C�iPSCYOR
221 2006 ffiTACHI ZAXIS 160 EKCAVATOR
222 2006 SOHN DESRS 160 EXCAVATOR
223 1988 FORD 555 BAC�iOs
229 200T JOHIi DEBRS 350 EXCAVATOR
225 2007 HITACHI ZX50 &XCAVATOR
226 2008 JOFni DESRE 700 CRAWLER DOZBR
227 2008 HITACRI 2X 200 SXCAVAROR
228 2005 2005 HITACAI 8B 50 EXCAI/ATOR
229 2012 SITBC[iI SX 470 S7CCAVATOR
231 1993 CAT D5 DOZER
232 2012 HIRACHI SX !60 SXCI4VATOR
233 2011 HITACHZ SAXIS 16a EXCAVATOR
234 2011 HITACRI �X 200 EXCAVATOR
235 1994 CAT D5 D(?Sfitt
236 2011 RITACHI SX 200 EXCAVATOR
238 1993 J'� DSERE MOTOR GRADER
241 1997 JOHIi DELRE 310 BACRHOE 7AADSR
242 1998 JORN DEERS 310 HACRHOE 7,Q11DSR
293 1997 JOHl1 DEERE 310 BACKHOE I.QADER
244 1995 CAT D8 DOSffit
2S0 LiPts a �oadere
251 fIY3TER CHALLEE�TG&R FORRLIkR
256 PARRERLIER EL6CYRIC l�D1RLIET
259 2004 CAT Y'BLSSCOPIC E'ORRLIbT
260 2004 CAT P�ua.IeT
261 1966 PBSTIBONE SDPER 20 EORRIS@T
262 1983 CATERPILLAR FORffi,IFT
265 YALS FORRLIF7
268 1988 SAAAI ROLLBR
269 1989 SPIDSR 9TgGING
270 ?OYOTA 6000$ FORRLIFT
271 1975 LQLL DYD1A ].17GG&R 20, 0008
277 1999 GBNIE 65' l41NLIF1
278 2002 G6ltIE 65' t+4lLiLiFP
280 1993 Gtt09E 98' l�lILIFP
281 1999 GRORE 60' lANLIET
282 1999 CAT 8000$ Tffi,EEfANDLER FOItP(LIFT
283 1999 CAT 8000� TgLE�DLER E'ORLQ,IFT
289 1997 CAT 8000$ T�.SHAtiDLER FORKLIPT
286 1993 JOHN DEF.RE 310 SACKHOS I.OADER
287 1949 DYNAPAC ROLLER
28B 2002 JU�T DEERB 59 W�BL LOiADF.R
289 2000 CAT 8000$ TSL8B�INDLER FORRLZER
290 1997 CAT FORFCI.IET
291 2005 JOt�T II�gRE 544 9�IiSEL LQ7lDER
293 2007 JQ�i DEBRB 544 WNBEI. LOADBR
299 2006 DYlU�PAC ROIS,FR
295 2008 � DESRE 544 �ESL LOADER
296 1999 JO�IA DE�AB 624 W88EL LOADER
297 2011 JOHl1 DSSRB 544 SPHEEL LOADER
298 2011 J0�1 DSERS SA9 pHSEG LOADEA
300 Smali sqnip�aat
301 ASPBALT CQi'TER
302 c�cRETS snw s sr.Anss
303 WEED SIIR2iSR
160LC
SC660BLC
D6Nf�CL
G8 6
8X200LC
ZX160LC
LR 65'
8X330LC
ZX50Q
450H LT
CH6B
880
9700C
SX160LC
160LC
F555
�TD350DLC
ZXSOII
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ZX200LC3
8XSOII-2
SX470I,C--S
D5H XI.
ZX160LC-3
ZX160I,C-3
Zx200-3
DSH XL
Ex200-3
772BH
330E
310E
3108
D8N
2500
S15-S 15'
TS460B 9000
TH4608
20dA
V15D-D
5000
Sv91TF
FG36
2049
5-65
3-65
MZ98B
P9Z66DXT
TR83
TH83
TS83
310D
CA252D
TC548
TS83
DP70-D
544J
544J
CA262D
544J
624
544R
544R
Equipment I,isting
License t
LIC6NSB N/R
LICBNSE N/A
LIC6NSE P/A
LIC61T3E N/A
LICSN3E N/A
LIC6NS6 N/A
LICSNSE D1/A
EIC6NSL N/A
LICBN9E N/A
LICBOi3E N/A
LICEN$E N/A
LIC8L113S N/A
C8
LICSNST li/A
LICSNSE Pi/A
LICBNSE N/A
LICI�liS& N/A
LICBNSE N/A
LICffi�13E N/A
LICEN9E N/A
LICBNSE N/A
LICSNSE A/A
LIC�13E N/A
LICBIQSE N/A
LIC8N3B N/A
I.ICSNSE N/A
LIC8p3& 1T/A
LICSN3E Di/A
LICERSE N/A
7132RP
Lxca�asE �r/A
LICS89E N/A
LICSNSE N/A
7,ICENSE N/A
I.ICE93E N/A
LICEWSS Fi/A
I�IC&NSS N/A
zic�rss N/A
LICFSPSE N/A
LICSliSS N/A
LICIIYSE N/A
LICSNSE N/A
LICFRiSE N/A
bZCF�i88 N/A
L=CF�1SE N/A
LICENSE N/A
LICENSE N/A
LICEN3E N/A
7,ICENSS N/A
LIC8A9B N/A
LICEN3B N/A
LICEN3B N/A
LICENSE N/A
LICENSE N/A
LICF.N38 N/A
LICSNSE N/A
LICSl1SS N/A
LICF.938 N/A
LICEH3S N/A
LICIIi9B N/A
LICENSE N/A
LICENS& li/A
LICE6SS li/A
LICEN3E N/A
LICENSE P/A
LICEii3S N/A
LICSDI3$ ]T/1
Serial i
SCNIIF100H00005194
EC46QV80254
AIm00619
G86201015
ARH310955
FFO1F1Qd06328
AAR65A-1
FE'OOAAX910020
FFOIMCQ244670
T0450HX931107
27-09421
0621
1641
FFO1F1Q406394
FE'160IX045719
C782140
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FP'O1t�CQ24 6162
?0700JX158519
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£FOIMCC249023
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8RJ04161
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HCFI1T100S00011581
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8RJr0a437
HCM1Q100E00219621
DiP772BH540083
To310E7C828216
T0310ESC890 692
T0310EXB34392
STJ03021
ID8782R
577-2001
CATTR460J5L600900
CATTS960CSLF03037
2111
13V01191
L215492
30698
FG30-10281
DLCR101
560-5514
560-8769
28558 P98243
250464 WLlB0705
3RNO2072
3RN01721
3[tBT01396
T0310DG790397
662Z0514
DWTC54H585067
3A�T02i02
9CP00900
DW549JP600185
DW544JP611269
67520696
DSf59AJP619133
DW624GB555737
1DW594SELBD638028
1DW549H2HBD640248
oi-io-i3 eaye 2
Gxosa Iasured
Weight statua
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Insnred - Sqp
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Inaured - S�
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Insured - Sqp
Insured - Eqp
Insuced - Sqp
Noae
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Ineuzed - �
None
Insu=ed - Eqp
Insured - F.qp
Insured - Sqp
Znsured - Eqp
Insured - Ec�
InBUred - Sqp
Insured - F.qp
Insured - E�
Insured - Ecgi
InBUred - Sqp
Inaured - Eqp
Inaured - Eqp
Iaeured - E�
Iasured - S�
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inaured - E�
None
None
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insured - Bc�
None
Noae
Noae
None
None
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None
Iasnred - St�
Insured - 8�
Iasured - 6�
In9ured - Bc�p
Inaured - Bqp
Insured - Bc�
Insured - Eqp
Insured - Eqp
Insured - E�
Insnsed - Ec�
Insured - E9P
None
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Insnred - 8qp
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300 small �ufammit
309 CO1�AClOR-I+�lNUAL GQIDSD
305 AZR ROCR DttILL
306 19T4 ING6RSOLL RAPD-160CF�7 100P3I
307 DROP NAMI�lER W/ FOLLOpPEA
308 CLAM BOCBET
309 DRAGLIlOE $(iCKSR
310 PI7.E LEADS
31� 79 VULCA�i 106 PYLE EtAbII�9ER
312 BILE AA�QlER-DIBSEL LIiiPCBELT
313 6PRBC&IalG HALL
314 JACR �R W/HOSE 6 POIHTS
315 COHCRETS BOCRBT
316 P7.ASHA COiTER
317 19AII,I�G GUN
318 l�D►GNBTIC DRILL
319 GEIiERATOR - Ri,ECTRIC
320 GRINDER - REYWAY
321 GRINpEA - W/ DISC3
322 DRI7.L KOTOR$
323 ROTO �1l�R
324 LRDDER
325 LA3ER LEVEL
326 TRA313IT LEVSL
32? I�CHINERY ROLLgRS
328 PULlP 2° CFdiTRIFQGAL ELECTRIC
329 PU1�P 3° TRASH - NOREfAL
330 1982 6" IT� MARLpW DISSSL PQAfP
331 SAN - CHAIH
332 3A90 - 1�1'AL CflT OFF, CARBIDS
333 SCAE'FOLDING PLANR - ALOMII7I�!
334 STAGIAG (SAFCf�1Y) - 5' SBCTION
335 SEAVZCE PANSL - II,ECTRIC
336 P2PE SHREADIFIG ffi1CSINE
33? COTTING TORCH
338 WELDER - �LFCTRIC7►L yi/LSADS
339 AIR ARC ATlACi@�1T
340 NBLDER - GAS 6 DZES6L
341 iIELDER - 4 YACR E7.SCTRIC
342 W9Effi. BARAppI
343 WORK PLBTE�ORMS S MAN BAS[�T
344 VIBRATOR - CONCRETS
345 CAAIN CQM�A-LONG (6 TON)
346 CilAZN C�-A-LONG (3 TOP)
347 C]lB7,E CL�-A-IAAG
348 xYUa�►ar,�C JnCx
349 PORTA PO➢PER N/JACK
350 PDLLBR - 50 TON
351 SLBCTRIC JACR �ER
352 BLaWER FAli
353 3Aii - PORtA eAPD
359 PILE O10 PILE Hal�R
355 ICE 216 vSBRO HBlu�II'sit /PWR PAC
356 STEP DOiPI� TRANSPORl�R
357 DIAL INDICATORS
358 2006 6" WACREIt Wl�TER POMP
359 GROOT PUliP
360 1995 IEIGERSaLL A71ND GSNERATOR
361 16' HOHSSI�II�DE STSEL BQAT
362 1985 HCMAG ROI.LER COI�ACROit
363 PALI.ET JACRS 6 HOORS
364 SLECTRTC WINCH
366 C�1-D(OR I�R?AR HI7CEIt
367 1tIVL�"i' 8o3TER
368 S�LL COl�tPRB330RS
369 CORE DRILL - QP TO 4" BITB
370 SPAC� HBATERS
3T1 IMPACT qltF.NCH83-AIR/LLSCTRIC
372 AIR TQGGLR HOIST-SLEC NOIS?
373 HYDRADLIC HOLS PQNGH
374 AIR SCALER
185CM
106
520
6EK18
'Z9� - Z8'
6° POAlP TRLR
E-50
BW609G
M@ - ELBCTRI
Fq¢ipment Listing
License � Serfal $
LIC6NSE N/A
LICQiSE H/A
97950H
LICENSE N/A
LICENSE N/A
LZCELI3E N/A
LICEN3E F/A
LICBNSS B/A
LICENSE N/A
LICF�J9E N/A
LICffii3E N/A
LICffi9S8 N/A
LICSNSE N/A
LICSN3E N/A
LICBNSS N/A
LIC�iSE N/A
IaICStd3E N/A
LICENSE ft/A
LICffii$S N/A
I,ICSbiSE N/A
LICSNSE BT/A
LICSN3E H/A
LIC6HS8 N/A
LICEN3E IQ/A
LIGEHSE N/A
LICEH3B N/A
LICSAS& ld/A
LICENSE N/A
LICENSE N/8
LICENSS N/A
LICSIISE N/A
bICENS$ li/A
LICENSB N/A
LICL�'Ei3$ N/A
LICffi�i3S N/A
LICF.t�SL N/A
$EB �OTFS
LICENSTs N/A
LICSliB& N/A
LICH�IS& N/A
LIC�1S8 N/A
LIC�ISS N/A
LICB�38 N/A
LICFdOS$ N/A
LICSNSB tl/A
LICEBSE N/A
LICEN3S li/A
LICENSE N/A
LICE9SE N/A
LICEli38 N/A
LICSl1SS N/A
LIC�Li36 N/A
LICSBSE N/A
LICEN3E N/A
8370VZ
LICBNSE N/&
5733XC
LIC�I38 N/A
LICEN3E 11/A
LIC�138 1I/A
LI�19E H/A
LIC�i3B3 N/A
LICEN3E N/A
LICF�i9E N/A
LICIIiSE N/A
racsetsS aIA
LICBl1SE N/A
LICENSB N/A
7,ICEtlSE N/A
LICEN$E N/A
see Notes
GD-9030
670499
3]0940TC
48635
182118
46`�1FO1229�019561
251582IIRF811
201868
331044
01-10-13 Page 3
GrosB Insured
Neight Statue
None
None
None
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None
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ROGNLIDi'8 INC
�D
i Deacription
300 �s7.]. Ecmip�ent
375 RABLB SAN/MITER SA11
376 2002 SUL AIR C�lPRESSOR 1!2/3
377 2RESSpRB WASHER
378 Q9ART8 P'LOOD LIGFIT3
379 SAN SAL7,
380 DI8 GRINDSR
381 VACOO� CLBANER3
382 AIR DRILL
383 3lW.L AIR SPRAYER - PAINT
384 LARGS AIR SPRAYER - PAINT
385 SRIL SA1P
386 SAIiDBLABTIWG E�IIPMENT
387 GAS P09T HOLB DIGGSR
388 PORTASLE aIRE FEED3
389 LqQLTIQIIIP 351� GENERATOR
390 25 RVA G6NERATOR
391 enRi'l18R H1cn c�cRErs st�iP
392 1993 NcT.�r.raN 3400 CAI, OfATBR 4ANB
393 IlTG�ASOLL RAND COMpRBSSOR
394 1994 3Sqo�ITIAL ARR�iBOARD TRLR
3S5 LANGB $RIISH FAN-SLED MOUNTD
396 RAS�IDSSBN 7.INE SE�ooI.EEt
397 1999 SULLIVAld COt+IPItESSOR-210CFlt
398 STO[� BPLI�TSIt
399 GOlQ1C0 FINISHIaTG MACHINB
400 Mimo. Squip�ent
902 RADIOB - CELLDIlAA PH0�8
903 MISC EQpIRN�lENT
405 RIGGING
410 AIR TESTING P�l23
411 NP�GAYIVE AIA I�ACHINS-2000 CFlI
415 BEDDING CONVSXOR
416 2003 CO�TCRHTE P[JLVERIZSR
450 AlISC 3AF6RY EQIIIPHElFP
452 1993 4 ifHEBLEEiS
956 1995 ROSCO 30E8pER
457 1997 ALTEC POWER AOGEEt
45B TRffiiCi1 BOXSS
459 1997 A�PAR C�[BACPOR FOR BACRHOFS
960 1998 LARGB P71lTS COM[�ACTORS
961 1999 FLBXIDRILL DIRECTIOI�I DRILL
463 8L6CTRICAL DISTRIBOTIOA BoX
466 2005 ELECTRIC FUSION MAC�ttS
476 L83BR BLI�7T 1�4►CFtINB
4T7 2005 17' FLAT BOTTO![ BO�T
4T8 SQITC�I3B BPiRS FEED
979 2007 SVPBRIOR BR00lS SWEEPER
Bgnipment Liating
Licenae �
LZCFd73E N/A
3BE �OTSS
LICENSE N/A
I,ICENBB N/A
LICEN8E N/A
LICEN3S N/A
LICENSB B/A
LICED73S Dl/A
LICENSE N/A
bICEASB N/A
LICENSE H/A
LICS�I3E N/A
LICBl1SS N/A
LICEEi9S N/A
DCA40SSAI bICEN36 N/A
DCA2533AM 0482SR
R3500 LIC�3E N/A
I,ICEN3B N/A
1900 CI+�! R68715
LICEB$S N/g
3-53 DI83SL LICElT38 N/A
LICEN$E N/A
D210QH5B 1629XJ
SP300 LICEPiSE !1/A
C-450X LICIIT3B H/A
LICS�ISE B/A
LIC�iSS A/A
LICEliSE ld/A
LICfiNSE N/A
FA2000EC LICENSS N/A
LICEltSE A/A
MCB800 LICENSE N/A
LICEN38 N/A
LIC�S4ISE N/A
RB48 I,ICENSE N/A
76BA54A035 LICENSS N/A
LICBNSE N/A
TELEOYNE TC9 I.IC$NSE 1J/A
BP[i3345A LICEASE li/A
LICEBSE N/A
LICEHSE 1P/A
rac.�ess r�/�
LICERSE R/A
HOAT STsE NOTE8
LICE�SE N/A
4045D LICEDi3E N/S
Serial #
3610807
i�Il498190075
2110036/2313060
SR34079389
168T1578B594
159A11O17RL35B228
16514A
�12308-08
001687
978TS1507PA502580
39020
22863
1131831
12981012
FR023046�
AWH2O986D405
807512
O1-10-13 Page 9
Groas Inanred
i4eight Statua
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Rognlin's Inc. - Key Personnel
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Individuals Present Position Years of Magnitude and In What Capacity
Name or Office Const Type of Work
Randy Rognlin President 38 All sizes and phases Supervisory/General
of General Manager
Construction
Rodney Miller Eshmator/Pro�ect 49 All sizes of General Project Manager
Manager Construchon
es eciall brid es
Floyd Plemmons Eshmator/Pro�ect 36 All phases and sizes Pro�ect Manager
Manager of general
construchon
es eciall build►n s
Dave McAllister Project Manager 35 All phases and Pro�ect Manager
sizes of general
construchon
Bill Slusher Esdmator/Pro�ect 28 All phases and sizes Pro�ect Manager
Manager of general
construchon
Brian Thompson Eshmator/Pro�ect 24 All phases and sizes Pro�ect Manager
Manager of general
construction
De�ay WiAiamson Estamator/Pro�ect 15 All phases and sizes Pro�ect Manager
Manager of general
construction
Nick Rognlin Estrmator/Project 13 All phases and sizes Pro�ect Manager
Manager of general
construction
Kirk Hollatz Safety Manager 13 All phases and sizes Safety Manager
of general
construction
Craig Espedal Pro�ect Manager 5 All phases and sizes Project Manager
Assistant of general
construction
NON-COLLUSION AFFIDAVIT
STATE OF t..��'.��,,.,,,,,�� )
) ss
COUNTY OF �., �,,� �., �,r � )
�� C� ,�.� .sr , being first duly swom; deposes and says that he or
she is
of the party makmg the foregoing bid that the b�d is not made in the interest of, or on behalf
of, any undisclosed person, partnership, company, association, orgarnzatron� or corporation,
that the bid is genume and not coliusive or sham, that the bidder has not directly or indirecUy
induced or solic�ted any other bidder to put in a false or sham bid, and has not directly or
indirectly colluded, conspired, conrnved, or agreed with any bidder or anyone else to put m a
sham bid, or that anyone shall refra�n from bidding; that the bidder has not in any manner,
directly or indirectly, sought by agreement, commurncation, or conference with anyone to fix
the bid pnce of the bidder or any other bidder, or to fix any overhead, profit, or cost element
of the bid pnce, or of that of any other bidder, or to secure any advantage against the public
body award�ng the contract of anyone interested in the proposed contract; that ai)
statemerrts contained in the bId are true, and further. that the bidder has not, directly or
�ndirectly, submitted his or her bid pnce or any breakdown thereof, or the contents thereof�
or dnrulged information or data relabve thereto, ar paid, and wiN not pay, any fee to any
corporation, partnership, company assoaation, organiza�on, bid depository, or to any
member or agent thereof to effectuate a collusive or sham bid
Signed•
�1 � e���u �lra,r�.de .�
Subscnbed and swom to before me
thi �� day of , 2013
Notary Public in and for the
County of t;.,�l(`�,� ,� �`, ��"'°
State of +� ``
�
(SEAL) r ANN � '�CKINNEY �p;
� NO7ARY PUBUC �
: STAT� OF WASHING'fON ;
� My ColNlld�bfl E� �' �' � �
w esw��e++r�w sw'so�+wsn�w��
Ciry ojBremerton Manch 10l3
Eostsfde Beach Maln Replacement BF-1 J
�
�
�
CERTIFICATtON BY PROPOSED CONTRACTOR REGARDONG EQUAL
EAAPLOYMENT OPPORTUNITY
In accordance with Chapter 56, Laws of 1975 1 st Extraordinary Session,
1 Certification regarding Equal Opportunity is required of bidders or prospective
contractors and their proposed subcontractors prior to the award of oontracts or
subcontracts.
�
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1
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Name of Prime Contrac�or � � �
Address: �� . � . '�-ra� �. ��, � ,�� g ���� �,�,� �c`� ��,
Intemal Revenue Service Empbyer ldentification No i- C�`l ��."�`�1
a. Contractor has partiapated in a previous contract
or subcontract sub�ect to the Equal Opporturnty Clause.
b. Compliance reports were required to be filed in
connec�on with such contract/subcontract.
Yes ✓ No
Yes � No
c. Contractor has filed all compliance reports required by Yes � No
Execubve Orders 10925, 11114, 11246 or by regulations
of the Equal Opportunity Commission issued pursuant to
Ti�e VII of the Civil Rights Act of 1964.
d. If answer to item 'c' is "no", please explain in detail in the space below.
CERTIFICATION. I, the undersigned� certify that the infoRnat�on above is true
and complete to the best of my knowledge and belief.
�
and Title of Sigrlr�r (please type or print dearly)
Signatur
Clty ojBremerton
Basuuie Beach Mcln Replace»ient
�
Date
March 2013
BF-16
�
CERTIFICATION OF NON-SEGREGATED FACILITIES
(Applicable to federally assisted construction contracts and related subcontracts
exceeding $10,000 which are not exempt from the Equal Opportunity clause )
The federally ass�sted construction contractor certfies that he does not maintain or
prov�de for his employees any segregated facilities at any of his establishments, and
that he does not permit his employees to pertorm their services at any location,
under his control, where segregated facdities are mamtained. The federally assist�
construction contractor certified, further that he will not maintain or provide for his
employees any segregated facilities at any of his establishments, and that he will not
permit his employees to perform their services at any location, under his control,
where segregated facilities are maintained. The federally assisted construction
contractor agrees that a breach of this certrficat►on is a violation of the Equal
Opportunity clause in this contract.
As used m this ce�tification, the term "segregated facdities" means any wait�ng
rooms, work area, rest rooms and wash rooms, restaurants and other eating areas,
time docks, tocker rooms and other storage or dressing areas, parking lots, drinking
fountains� recreation or entertainment areas, transportation, and housing facilit�es
prov�ded for employees which are segregated by explicit directive or area, in fact,
segregated on the basis of race, creed, color� or national origin, because of habit,
local custom, or otherwise The federally assisted construction contractor agrees
that (except where he has obtained identical certifications from proposed
contractors for speafic time periods) he will obtain ident�cal certifications from
proposed subcontractors pnor to the award of subcontracts exceedmg $10,000
which are not exempt from the provisions of the Equal Opportunity clause, and that
he will retain such, certifica�on in this file.
� �����
Signature Date ��
Name and dtle of si�t?er (please
NOTE: THIS FORM SHALL BE COMPLETED IN FULL AND SUBMITTED WITH
THE BID PROPOSAL
END OF BID FORMS
Crry af Bremenon Mamk 20�3
EasLSide Beach Main Replacement BF-17
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CONTRACT
(page 1 of 3)
� THIS AGREEMENT is dated the � day of � in the year 2013 by
and befinreer�City of Bremerton (heremafter called CITI� and
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CITY and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree
as follows
ARTICLE 1. WORK
CONTRACTOR shall complete the WORK as specified or indicated in the CITY's Contract
Documents entitled EASTSIDE BEACH MAIN REPLACEMENT
ARTICLE 2. CONTRACT TIMES.
The WORK shall obtain Substantial Completion within 120 calendar days from the
commencement date stated in the Notice to Proceed: Phase 1(reference Sect�on 1-04 12)
Time is of the essence as to each and every deadime set forth in this agreement This provision
has been specifically negotiated
� ARTICLE 3. LIQUIDATED DAMAGES.
CITY and the CONTRACTOR recognize that time is of the essence for this Agreement and that
the CITY wdl suffer financial loss if the WORK is not completed within the time specified m Article
� 2 herein, plus any extensions thereof allowed in accordance with Section 1-08 8 of the Standard
Specifications which may be modified by the Special Provisions They also recognize the delays,
expense, and difficulties mvolved m proving m a legal proceeding the actual loss suffered by the
� CITY if the WORK is not completed on time Accordingly, mstead of requiring any such proof, the
CONTRACTOR shall pay the CITY liquidated damages m the amount of $1,500 per day after the
date of Substantial Completion
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ARTICLE 4. CONTRACT PRICE.
CITY shall pay CONTRACTOR for completion of the WORK in accordance with the Contract
Documents in the amount set forth in the Bid Proposal, which shall include sales tax as provided
m Section 1-07 2(2) of the Special Provisions
ARTICLE 5. PAYMENT PROCEDURES
� CONTRACTOR shall submit Applications for Payment m accordance with Section 1-09 9 of the
Standard Specifications which may be modified by the Special Provisions Applications for
Payment wdl be processed by ENGINEER as provided in the Special Provisions
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Contractor Irntials
Cery of Bremerton March 2013
� Eastsrde Beach Ma:n Replacement CF-1
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CONTRACT
(page 2 of 3)
ARTICLE 6 CONTRACT DOCUMENTS.
The Contract Documents which compnse the entire agreement befinreen CITY and
CONTRACTOR concerning the WORK consist of this Contract and the following attachments to
this Contract
o Notice Inviting Bids,
o Bidders Checklist,
o Bid Proposal mcludmg the Proposal Forms, Information Required of Bidder, Bid Bond, and
all required certificates and affidavits,
o Performance Bond,
o Payment Bond,
o Standard Specifications,
o Amendments to the Standard Specifications,
�
o Special Provisions,
o Appendices
o Contract Plans,
o Addenda numbers � to I , inclusive
o Change Orders which may be delivered or issued after Effective Date of the Agreement
and are not attached hereto
There are no Contract Documents other than those listed in this Article 6 The Contract
Documents may only be amended by Change Order as provided in Section 1-04 4 of the
Standard Specifications which may be modified by the Special Prowsions
ARTICLE 7. INDEMNIFICATION.
The CONTRACTOR and CITY acknowledge and agree that they have negotiated the following m
accordance with the requirements of RCW 4 24 115 and the CONTRACTOR specifically waives
his immurnty under industrial msurance under Title 51 RCW To the fullest extent permitted by
Laws and Regulations, the CONTRACTOR shall mdemnify, defend, and hold harmless the CITY,
ENGINEER, their consultants, subconsultants, and the officers, directors, employees, and agents
of each and any of them, agamst and from any and all claims, m�uries, damages, losses or suits,
including all legal costs and attorney fees, all claims and liabdity ansing under, by reason of,
related, or mcidental to the Contract Documents or any perFormance of the WORK, but not from
the sole negligence or wdlful misconduct of the CITY and/or the ENGINEER as further defined in
the Contract Documents The provisions of this section shall survive the termination of the
contract
Crty of Bremerton March 2013
Eaststde Beach Marn Replacement CF-2
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CONTRACT
(page 3 of 3)
ARTICLE 8. ASSIGNMENT
No ass�gnment by a party hereto of any rights under or interests in the Contract Documents �nnll be
bmding on another party hereto without the written consent of the party sought to be bound, and
specifically but without limitation monies that may become due and monies that are due may not
be assigned without such consent (except to the extent that the effect of this restriction may be
limited by law), and uniess specifically stated to the contrary m any written consent to an
assignment, no assignment wdl release or discharge the assignor from any duty or responsibdity
under the Contract Documents The CITY, in its sole discretion, may refuse to allow the
CONTRACTOR to assign any or all of its duties, rights and/or responsibdities under the
Agreement, except with regards to an assignment of funds for security purposes In the case of
an assignment for secunty purposes the CITY may condition its approval to the extent it deems
necessary to assure that there wdl be adequate funds to complete the WORK and to pay a
subcontractors and suppliers
CITY and CONTRACTOR each binds itself, its partners, successors, assigns and legal
representatives to the other party hereto, its partners, successors, assigns and legal
representatives in respect of all covenants, agreements and obligations contamed in the Contract
Documents
IN WITNESS WHEREOF, CITY and CONTRACTOR have caused this Agreement to be executed
the day and year first above written
CITY
By
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Attest
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Ad ress for giving notices < < Address for giving notices
3 � �r � � ��� i��-��� � �� ���� � de� ���.Q�!�
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Agent for service of process
(Signature
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C:ty of Bremerton
Eastsrde Beach Ma�n Replacement
March 2013
CF-3
�
CONTRACT CERTIFICATE
(if Corporation)
STATE OF \��G.Jh� �1�)
) SS
COUNTY OF �V�y��Y
I HEREBY CERTIFY that a meeting of the Board of Directors of the �S � C.
a corporation existmg under the laws of the State of ��
, 2013, the following resolution was
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passed and adopted �
"RESOLVED, that 0� 1 1 , as
� President
of the Corporation, be and is hereby authonzed to execute the CONTRACT dated ,
2013, by and befin+een this Corporation and City of Bremerton and that his/her execution
thereof, attested by the Secretary of the Corporation, and w�th the Corporate Seal affixed,
shall be the o�cial act and deed of this Corporation "
I further certify that said resolution is now in full force and effect
IN WITNE�S �1VHEREOF, I have hereunto set my hand and affixed the official seal of the
corporation this �,'�_, day of , 2013
Secretary -
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C:ry of Bremerton March 2013
Eaststde Beach Matn Replacement CF-4
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STATE OF
COUNTY OF
CONTRACT CERTIFICATE
(if Partnership)
)
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I HEREBY CERTIFY that a meeting of the Partners of the
a partnership existing under the laws of the State of , held on
, 2013, the following resolution was duly passed and adopted
"RESOLVED, that , as
of the Partnership,
be and is hereby authorized to execute the CONTRACT dated ,
2013, by and befinreen this Partnership and City of Bremerton and that his/her execution
thereof, attested by the shall be the
official act and deed of this Partnership "
I further certify that said resolution is now in full force and effect
IN WITNESS WHEREOF, I have hereunto set my hand this , day of ,
2013
,
� SEAL
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Ctty of Bremerton
� Easts�de Beach Marn Replacement
Partner
March 2013
CF-5
CONTRACT CERTIFICATE
(if Jomt Venture)
STATE OF )
) SS
COUNTY OF )
I HEREBY CERTIFY that a meeting of the Principals of the
a �oint venture existmg under the laws of the State of , held on
, 2013, the following resolution was duly passed and adopted
"RESOLVED, that , as
of the Joint Venture,
be and is hereby authonzed to execute the CONTRACT dated ,
2013, by and befinreen this Jomt Venture and City of Bremerton and that his/her
execution thereof, attested by the shall be the
official act and deed of this Joint Venture "
I further certify that said resolution is now m full force and effect
IN WITNESS WHEREOF, I have hereunto set my hand this , day of ,
2013
Managing Partner
(SEAL)
Cily of Bremerton March 2013
Eastsrde Beach Ma:n Replacement CF-6
�
' CONTRACT CERTIFICATE
(�f Limited Liability Company)
L J
STATE OF
' COUNTY OF
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)
I HEREBY CERTIFY that a meeting of the Members of the
a Limited Liabdity Company existing under the laws of the State of , held on
, 2013, the following resolution was duly passed and adopted
"RESOLVED, that , and
as members of the Limited Liabdity Company,
be and are hereby authorized to execute the CONTRACT dated ,
2013, to the City of Bremerton by this Limited Liabdity Company and that their execution
thereof shall be the official act and deed of this Limited Liabdity Company "
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(SEAL)
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I further certify that said resolution is now in full force and effect
IN WITNESS WHEREOF, I have hereunto set my hand this , day of ,
2013
A Limited Liabdity Company
By
Member
By,
Member
City of Bremerton March 2013
� Eastszde Beach Marn Replacement CF-7
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C:ty of Bremerton March 2013
Eaststde Beach Ma:n Replacement CF-8 �
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PERFORMANCE BOND
(page 1 of 2)
KNOW ALL MEN BY THESE PRESENTS,
That as CONTRACTOR,
and as Surety,
are held and firmly bound unto City of Bremerton hereinafter called "OWNER," m the sum of
dollars,
for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors,
admmistrators, successors, and assigns, �ointly and severally, firmly by these presents
THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that said CONTRACTOR has been
awarded and is about to enter into the annexed Agreement with said OWNER to perform the
WORK as specified or indicated in the Contract Documents entitled "City of Bremerton,
Department of Public Works and Utilities, Bremerton, Washington, EASTSIDE BEACH
MAIN REPLACEMENT", now, therefore,
In the event CONTRACTOR fads to timely or properiy perForm any of the requirements of the
Contract Documents at the times and in the manner contained therein, the Surety shall be liable
under this bond up to the amount of the bond for the full amount of the OWNERS's expenses to
construct or repair all work as well as all loss, cost, expense or damage suffered by the OWNER
in excess of the Contract amount due to the CONTRACTOR'S failure to comply with any contract
or perm�t conditions or other applicable laws and regulations
The Surety agrees that within 30 calendar days of receiving notice that the OWNER has declared
a CONTRACTOR default and formally terminated the CONTRACTOR'S right to complete the
Contract pursuant to its terms and conditions and that the CONTRACTOR has defaulted on all or
part of the terms guaranteed by this bond, the Surety shall either
1 Notify the OWNER m wnting of its intent to cure the default itself withm a reasonable
period of time acceptable to the OWNER The OWNER agrees to pay the balance of
the Contract pnce to the Surety in accordance with the terms of the Contract, or
2 Tender to the OWNER the demanded sum, up to the amount of the bond However, if
the amount necessary for the OWNER to cure the default �s less than the amount
tendered, the OWNER will return, without interest, any overpayment to the Surety
� PROVIDED, that any alterations in the WORK to be done or the materials to be fumished, or
changes in the time of completion, which may be made pursuant to the terms of said Contract
Documents, shall not in any way release said CONTRACTOR or said Surety hereunder, nor shall
' any extensions of time granted under the prowsions of said Contract Documents, release either
said CONTRACTOR or said Surety, and notice of such alterations or extensions of the Agreement
is hereby waived by said Surety
,
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The obligation of the Surety shall mclude reimbursmg the City for all costs and expenses,
(�nctudmg, but not limited to fees and charges of engmeers, architects, attorneys, and other
professionals, and court costs if litigation is commenced) incurred by the OWNER in enforcmg the
provisions of this Bond
Ciry of Bremerton March 2013
Eastsrde Beach Mam Replacement CF-9
PERFORMANCE BOND
(page 2 of 2)
The CONTRACTOR hereby agrees that the CONTRACTOR'S obligation to perForm the required
work is not limited to the amount of funds held by the Surety This bond is irrevocable and cannot
be canceled by the Surety or the CONTRACTOR
This bond shall remain in full force and effect for a period of one (1) year foilowing final
acceptance of the pro�ect by the City, and untd the bond is released in wntmg by the OWNER at
the wntten request of the Surety or CONTRACTOR
IN WITNESS WHEREOF, we have hereunder set our hands and seals this day
of , 20_
(CONTRACTOR)
By
By
(Signature and SEAL) (Signature and SEAL)
(SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETI� _
Address of Surety to which all notices shall be sent
Address of Surety for service of process
(must be a physical address)
C:ty of Bremerton
Eaststde Beach Ma:n Replacement
(SEAL) (SEAL)
(Surety)
March 2013
CF-10
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PAYMENT BOND
(page 1 of 2)
KNOW ALL MEN BY THESE PRESENTS,
That as CONTRACTOR,
and as Surety,
are held and firmly bound unto City of Bremerton hereinafter called "OWNER," in the sum of
dollars,
for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors,
admmistrators, successors, and assigns, �omtly and severally, firmly by these presents
THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that said CONTRACTOR has been
awarded and is about to enter into the annexed CONTRACT with said OWNER to perform the
WORK as specified or mdicated in the Contract Documents entitled "City of Bremerton,
Department of Public Works and Utdities, Bremerton, Washington, EASTSIDE BEACH
MAIN REPLACEMENT", now, therefore,
if said CONTRACTOR, or subcontractor, fads to pay for any materials, equipment, or other
supplies, or for rental of same, used in connection with the performance of work contracted to be
done, or for amounts due under applicable State law for any work or labor thereon, said Surety wdl
pay for the same in an amount not exceeding the sum specified above, and, in the event suit is
brought upon this bond, reasonable attorney's fees to be fixed by the court This bond shall inure
to the benefit of any persons, comparnes, or corporations entitled to file claims under applicable
State law so as to give a right of action to them or their assigns in any suit brought upon this bond
PROVIDED, that any alterations in the WORK to be done or the materials to be fumished, or
' changes in the time of completion, which may be made pursuant to the terms of said Contract
Documents, shall not in any way release said CONTRACTOR or said Surety thereunder, nor shall
any extensions of time granted under the provisions of said Contract Documents release either
� said CONTRACTOR or said Surety, and notice of such alterations or extensions of the
CONTRACT is hereby waived by said Surety
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The obligation of the Surety shall include reimbursing the City of all costs and expenses,
(including, but not limited to fee and charges of engineers, architects, attorneys, and other
professionals, and court costs if litigation is commenced) incurred by the OWNER in enforcing the
prowsions of this Bond
Crty of Bremerton March 20/3
� Easts:de Beach Ma:n Replacemettt CF-11
PAYMENT BOND
(page 2 of 2)
IN WITNESS WHEREOF, we have hereunder set our hands and seals this day
of , 2013
(CONTRACTOR) (Surety)
g By
(Signature and SEAL) (Signature and SEAL)
(SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETI�
Address of Surety to which all notices shall be sent
Address of Surety for service of process
(must be a physical address)
END OF CON7RACT FORMS
Crry of Bremerton
Eastside Beach Marn RepJacement
March 2013
CF-12
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PART II
, WSDOT AMENDMENTS TO THE STANDARD SPECIFICATIONS
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INTRO AP1
INTRODUCTION
The following Amendments and Special Provisions shall be used in con�unction with the
2012 Standard Specifications for Road, Bridge, and Municipal Construction
_ AMENDMENTS TO THE STANDARD SPECIFICATIONS
The following Amendments to the Standard Specifications are made a part of this contract
and supersede any conflicting provisions of the Standard Specifications For mformational
purposes, the date following each Amendment title indicates the implementation date of the
Amendment or the latest date of revision
Each Amendment contains all current revisions to the applicable section of the Standard
Specifications and may inciude references which do not apply to this particular pro�ect
1-01 AP1
Section 1-01, Definition and Terms
August 6, 2012
1 Definitions
The definition for "B�d Documents" is revised to read
The component parts of the proposed Contract which may include, but are not limited
to, the Proposal Form, the proposed Contract Provisions, the proposed Contract Plans,
Addenda, and, for pro�ects with Contracting Agency subsurFace investigations, the
Summary of Geotechrncal Conditions and subsurface bormg logs (if any)
The definition for "Superstructures" is revised to read
The part of the Structure above
2
3
The bottom of the grout pad for the simple and continuous span bearing, or
The bottom of the block supporting the girder, or
Arch skewback and construction �oints at the top of vertical abutment members
or rigid frame piers
Longitudmal limits of the Superstructure extend from end to end of the Structure in
accordance with the followmg criteria
From the face of end diaphragm abutting the bridge approach embankment for
end piers without expansion �oints, or
2 From the end pier expansion �oint for bridges with end pier expansion �oints
Superstructures include, but are not limited to, the bottom slab and webs of box girders,
the bndge deck and diaphragms of all bridges, and the sidewalks when shown on the
bridge deck The Superstructure also includes the girders, expansion �oints, bearings,
barrier, and railmg attached to the Superstructure when such Superstructure
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Revised 1/7/2013
Page 7
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components are not otherwise covered by separate unit measured or lump sum bid
items
Superstructures do not mclude endwalls, wingwalls, barrier and railmg attached to the
wmgwalls, and cantdever barriers and radings unless supported by the Superstructure
1-02 AP1
Section 1-02, Bid Procedures and Conditions
January 2, 2012
1-02.4(2) Subsurface Information
The first finro sentences in the first paragraph are revised to read
If the Contracting Agency has made subsurface investigation of the site of the proposed
work, the boring log data, sod sample test data, and geotechnical recommendations
reports obtained by the Contracting Agency wdl be made avadable for inspection by the
Bidders at the location specified in the Special Provisions The Summary of
Geotechnical Conditions, as an appendix to the Special Provisions, and the boring logs
shall be considered as part of the Contract
1-03 AP1
Section 1-03, Award and Execution of Contract
April 2, 2012
1-03.1(1) Tied Bids
This section's title is revised to read
1-03.1(1) Iden4ical Bid Totals
1-05 AP1
Section 1-05, Control of Work
August 6, 2012
1-05.13(1) Emergency Contact List
The second sentence in the first paragraph is revised to read
The list shall include, at a minimum, the Pnme Contractor's Pro�ect Manager, or
equivalent, the Prime Contractor's Pro�ect Supermtendent, the Erosion and Sediment
Control (ESC) Lead and the Traffic Control Supervisor
1-06 AP1
Section 1-06, Control of Material
January 7, 2013
1-06.1(4) Fabrication Inspection Expense
The first paragraph is revised to read
In the event the Contractor elects to have items fabricated beyond 300 mdes from
Seattle, Washington, the Contracting Agency wdl deduct from payment due the
Contractor costs to perForm fabrication inspection on the following items
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Revised 7/7/2013
Page 2
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• Bridge Beanngs (Cylindrical, Disc, Fabric Pad, Pm, Pendulum, Rocker, and
Spherical)
• Cantilever Sign Structures and Sign Bridges
• Epoxy-Coated Reinforcing Steel
• Metal Bridge Rading and Handrail
• Modular Expansion Jomts
• Pamted Pilmg and Casing
• Painted and Powder-Coated Luminaire and Signal Poles
• Precast Concrete Catch Basins, Manholes, Inlets, Drywells, and Risers
• Precast Concrete Dram, Perforated Underdram, Culvert, Storm Sewer, and
Sanitary Sewer Pipe
• Precast Concrete Three Sided Structures
• Precast Concrete Junction Boxes, Pull Boxes, Cable Vaults, Utdity Vaults, and
Box Culverts
• Precast Concrete Traffic Barrier
• Precast Concrete Marine Pier Deck Panels
• Precast Concrete Floor Panels
• Precast Concrete Structural Earth Walls, Noise Barrier Walls, and Wall Stem
Panels
• Precast Concrete Retainmg Walls, including Lagging Panels
• Prestressed Concrete Girders and Precast Bridge Components
• Prestressed Concrete Pdes
• Seismic Retrofit Earthquake Restrainers
• Soldier Pdes
• Steel Bridges and Steel Bridge Components
• Steel Column Jackets
• Structural Steel for Ferry Terminals, including items such as Dolphins,
Wingwalls, and Transfer Spans
• Treated Timber and Lumber 6-inch by 6-mch or larger
• Timber
• Additional items as may be determined by the Engmeer
The footnote below the table is revised to read
An inspection day includes any calendar day or portion of a calendar day spent by
one inspector inspecting, on standby, or travelmg to and from a place of fabrication
An additional cost per inspection day will be assessed for each additional inspector
Reimbursement will be assessed at $280 00 per day for weekends and holidays for
each on site inspector in travel status, but not engaged in inspection or travel
activities when fabrication activities are not taking place
1-07 AP1
Section 1-07, Legal Relations and Responsibilities to the Public
January 7, 2013
1-07.1 Laws to be Observed
The following finro sentences are inserted after the first sentence in the third paragraph
In particular the Contractor's attention is drawn to the requirements of WAC 296 800
which requires employers to provide a safe workplace More specifically WAC
296 800 11025 prohibits alcohol and narcotics from the workplace
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Revised 7/7/2013
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1 Posting Notices
This section is revised to read
Notices and posters shall be placed m areas readdy accessible to read by employees
The Contractor shall ensure the following are posted
EEOC - P/E-1 (revised 11/09) - Equal Employment Opporturnty is THE LAW
published by US Department of Labor Post for pro�ects with federal-aid
funding
2 FHWA 1022 (revised 11/11) - NOTICE Federal-Aid Pro�ect published by
Federal Highway Administration (FHWA) Post for pro�ects with federal-aid
funding
3 WH 1321 (revised 04/09) - Employee Rights under the Davis-Bacon Act
published by US Department of Labor Post for pro�ects with federal-aid
fundmg
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4 WHD 1088 (revised 07/09) - Employee Rights under the Fair Labor Standards '
Act published by US Department of Labor Post on all pro�ects
5 WHD - 1420 (revised 01/09) - Employee Rights and Responsibdities under The ,
Famdy and Medical Leave Act published by US Department Of Labor Post on
all pro�ects
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WHD-1462 (revised 01/12) — Employee Polygraph Protection Act published by
US Department of Labor Post on all pro�ects
F416-081-909 (revised 12/12) - Job Safety and Health Law published by
Washmgton State Department of Labor and Industries Post on all pro�ects
F242-191-909 (revised 12/12) - Notice to Employees published by Washington
State Department of Labor and Industnes Post on all pro�ects
9 F700-074-909 (revised 12/12) - Your Rights as a Worker in Washington State
by Washington State Department of Labor and industr�es (L&I) Post on all
pro�ects
10 EMS 9874 (revised 04/12) - Unemployment Benefits published by Washington
State Employee Security Department Post on all pro�ects
11 Post one copy of the approved "Statement of Intent to Pay Prevading Wages"
for the Contractor, each Subcontractor, each lower tier subcontractor, and any
other firm (Supplier, Manufacturer, or Fabricator) that falls under the provisions
of RCW 39 12 because of the definition of "Contractor" m WAC 296-127-010
12 Post one copy of the prevading wage rates for the pro�ect
1 Responsibility for Damage
The fifth paragraph is revised to read
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Pursuant to RCW 4 24 115, if such claims, suits, or actions result from the concurrent
negligence of (a) the indemnitee or the indemnitee's agents or employees and (b) the
Contractor or the Contractor's agent or employees, the mdemnity provisions provided in
the preceding paragraphs of this Section shall be valid and enforceable only to the
extent of the Contractor's negligence or the negligence of its agents and employees
1-07.15 Temporary Water Pollution/Erosion Control
The third paragraph is deleted
1-08 AP1
Section 1-08, Prosecution and Progress
April 2, 2012
1-08.1 Subcontracting
In the eighth paragraph, "Contracting Agency" is revised to read "WSDOT"
1-08.3(1) General Requirements
The following new paragraph is mserted after the first paragraph
Total float belongs to the pro�ect and shall not be for the exclusive benefit of any party
1-08.7 Maintenance During Suspension
The second paragraph is revised to read
At no expense to the Contracting Agency, the Contractor shall provide through the
construction area safe, smooth, and unobstructed roadways and pedestrian access
routes for public use durmg the suspension (as required in Section 1-07 23 or the
Special Provisions ) This may include a temporary road, alternative pedestnan access
route or detour '
1-09 AP1
Section 1-09, Measurement and Payment
August 6, 2012
1-09.1 Measurement of Quantities
The followmg new sentence is inserted after the sentence ""Ton" 2,000 pounds of
avoirdupois weight"
Items of payment that have "Lump Sum" or "Force Account" in the Bid Item of Work
shall have no specific urnt of ineasurement requirement
1 Measurement
The second sentence in the first paragraph is revised to read
The frequency of verification checks will be such that at least one test weekly is
perFormed for each scale used m weighing contract items of Work
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Revised 1/7/2013
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1 3-04 AP3
2 Section 3-04, Acceptance of Aggregate
3 April 2, 2012
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3 An Entire Lot
The last sentence is deleted
3-04.5 Payment
In the second paragraph, the reference "Section 3-04 3(6)C " is revised to read "Section 3-
04 3(8)"
In Table 1, the row containing the item "Gravel Borrow for Geosynthetic Retairnng Wall" is
revised to read
9-03 14(4) I Gravel Borrow for Geosynthetic I 4000 I 2000
Retairune Wall
5-01 AP5
Section 5-01, Cement Concrete Pavement Rehabilitation
April 2, 2012
5-01.3(2)B Portland Cement Concrete
The fifth sentence in the third paragraph is revised to read
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The lower Specification limit for compressive strength shall be 4,000-psi
The last finro sentences in the third paragraph are deleted
5-01.3(11) Concrete Slurry
This section including title is revised to read
5 Concrete Slurry and Grinding Residue
All concrete slurry and grinding residue shall be removed from the pavement surface on
a continual basis immediately behind the gnnding or cutting operations Slurry shall not
be allowed to drain into an area open to traffic, off of the paved surface or into any
dramage structure
The Contractor shall collect the concrete slurry and grindmg residue from the pavement
surface and dispose of it m accordance with Section 2-03 3(7)C
Opening to tra�c shall meet the requirements of Section 5-05 3(17)
5-02 AP5
Section 5-02, Bituminous Surface Treatment
August 6, 2012
5-02.2 Materials
The following new paragraph is inserted after the second paragraph
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Revised 1/7/2013
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Each source of aggregate for bituminous surface treatment shall be evaluated
separately for acceptance m accordance with Section 3-04
5-04 AP5
Section 5-04, Hot Mix Asphalt
January 7, 2013
5-04.2 Materials
The fourth paragraph is revised to read
The grade of asphalt binder shall be as required by the Contract Blending of asphalt
binder from different sources is not permitted
5-04.3(7)A1 General
This section is supplemented with the following
The Contractor shall include the brand and type of anti-stripping additive in the mix
design submittal and provide certification from the asphalt binder manufacture that the
anti-stripping additive is compatible with the crude source and formulation of asphalt
binder proposed in mix design
5 Commercial Evaluation
The second sentence in the second paragraph is deleted
5 Longitudinal Joint Density
The section including title is revised to read
5-04.3(10)B3 Vacant
5-04.3(11)D General
The last sentence in the first paragraph is deleted
5-04.3(20) Anti Additive
This section is revised to read
Anti-stripping additive shall be added to the liquid asphalt by the asphalt supplier prior to
shipment to the asphalt mixing plant For HMA accepted by statistical and nonstatistical
evaluation the anti-stripping additive shall be added in the amount designated in the
WSDOT mix design/anti-strip evaluation report provided by the Contracting Agency For
HMA accepted by commercial evaluation the Pro�ect Engineer wdl determine the
amount of anti-strip to be added, pavmg shall not begin before the anti-strip
requirements have been provided to the Contractor
5 Measurement
The last paragraph is deleted
5-04.5 Payment
The bid item "Longitudmal Joint Density Price AdJustment", by calculation and paragraph
following bid item are deleted
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Revised 1/7/2013
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1 6-02 AP6
2 Section 6-02, Concrete Structures
3 January 7, 2013
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6-02.3(2) Proportioning Materials
The Lean Concrete value in the column "Minimum Cemetitious Content (pounds)" m the
table titled "Cementitious Requirement for Concrete" is revised to read
****145
The following new note is inserted after the note ""** No maximum specified" in the table
titled "Cementitious Requirement for Concrete"
*"**Maximum of 200 pounds
The paragraph following the table "Cementitious Requirements for Concrete" is revised to
read
When both ground granulated blast furnace slag and fly ash are included in the
concrete mix, the total weight of both these materials is limited to 40 percent by weight
of the total cementitious material for concrete Class 4000D and 4000A, and 50 percent
by weight of the total cementitious material for all other classes of concrete
6-02.3(2)B Commercial Concrete
The second paragraph is revised to read
Where concrete Class 3000 is specified for items such as, culvert headwalls, plugging
culverts, concrete pipe collars, pipe anchors, monument cases, Type PPB, PS, I, FB
and RM signal standards, pedestals, cabinet bases, guardrad anchors, fence post
footings, sidewalks, curbs, and gutters, the Contractor may use commercial concrete If
commercial concrete is used for sidewalks, curbs, and gutters, it shall have a minimum
cementitious material content of 564 pounds per cubic yard of concrete, shall be air
entramed, and the tolerances of Section 6-02 3(5)C shall apply
6-02.3(2)D Lean Concrete
This section is revised to read
Lean concrete shall meet the cementitious requirements of Section 6-02 3(2) and have
a maximum wateNcement ratio of 2
6-02.3(4)A Qualification of Concrete Suppliers
The first paragraph is revised to read
Batch Plant Prequalification requires a certification by the National Ready Mix Concrete
Association (NRMCA) Information concerning NRMCA certification may be obtained
from the NRMCA at 900 Sprmg Street, Silver Springs, MD 20910 or onlme at
www nrmca org The NRMCA cert�fication shall be valid for a 2-year period from the
date of certificate The followmg documentation shall be submitted to the Pro�ect
Engineer, a copy of the current NRMCA Certificate of Conformance, the concrete mix
design(s) (WSDOT Form 350-040), along with copies of the truck list, batch plant scale
certification, admixture dispensing certification, and volumetric water batching devices
(including water meters) verification
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Rewsed 1/7/2013
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6-02.3(5)G Sampling and Testing Frequency for Temperature, Consistency,
and Air Control
The last sentence m the second paragraph is revised to read
Samplmg shall be performed in accordance with WSDOT FOP for WAQTC TM 2 and
random samples shall be selected in accordance with WSDOT TM 716
6 Pigmented Sealer for Concrete SurFaces
This section is revised to read
The Contractor shall submit the pigmented sealer manufacturer's written instructions
covering, at a minimum, the following
Surface preparation
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Application methods
Requirements for concrete curing prior to sealer application
Temperature, humidity and precipitation limitations for application
Rate of application and number of coats to apply
The Contractor shall not begin applying pigmented sealer to the surfaces specified to
receive the sealer until receiving the Engineer's approval of the submittal
All surfaces specified in the Plans to receive pigmented sealer shall receive a Class 2��
surface firnsh (except that concrete barrier surfaces shall be firnshed m accordance with{�
Section 6-02 3(11)A) The Contractor shall not apply pigmented sealer from a batch
greater than 12 months past the irntial date of color sample approval of that batch by the
Engineer
The pigmented sealer color or colors for specific concrete surfaces shall be as specified
in the Special Provisions
The final appearance shall be even and uniform without blotchmess, streaking or
uneven color Surface firnshes deemed unacceptable by the Engmeer shall be re-
coated in accordance with the manufacturer's recommendations at no additional
expense to the Contracting Agency
For concrete surfaces such as columns, retaming walls, pier walls, abutments, concrete
fascia panels, and noise barrier wall panels, the pigmented sealer shall extend to 1 foot
below the finish ground Ime, unless otherwise shown in the Plans
6 Plans for Falsework and Formwork
Item No 4 in the seventh paragraph is revised to read
4 Conditions required by other Sections of 6-02 3(17), Falsework and Formwork
Item's No 5, 6, 7, and 8 m the seventh paragraph are deleted
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
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The followmg paragraph is mserted after the seventh paragraph
Plan approval can be done by the Pro�ect Engmeer for footings and walls 4 to 8 feet high
(excluding pedestal height) provided
Concrete placement rate is 4 feet per hour or less
2
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Facing is �/-inch plywood with grades as specified per Section 6-02 3(17)I
Studs, with plywood face grain perpendicular, are 2 by 4's spaced at 12 inches
Walers with 3,000 pound safe working load ties spaced at 24 inches are finro 2 by
4's spaced at 24 inches
6-02.3(17)F Bracing
in the first paragraph, the phrase "per Section 6-02 3(17)I" is revised to read "in accordance
with Section 6-02 3(17)I"
This section is supplemented with the following new sub-section
6-02.3(17)F5 Temporary Bracing for Bridge Girders During Diaphragm and
Bridge Deck Concrete Placement
Prestressed concrete girders shall be braced to resist forces that would cause rotation
or torsion in the girders caused by the placing of precast concrete deck panels and
concrete for the bridge deck
Bracing shall be designed and detaded by the Contractor and shall be shown in the
falsework/formwork plans submitted to the Engineer for approval These braces shall be
furnished, installed, and removed by the Contractor at no additional cost to the
Contracting Agency The Contractor may consider the bracing effects of the
diaphragms in developing the falsework/formwork plans The Contractor shall account
for the added load from concrete firnshing machines and other construction loadmgs in
the design of the bracmg
Falsework support brackets and braces shall not be welded to structural steel bridge
members or to steel reinforcing bars
6-02.3(17)F4 Temporary Bracing for Bridge Girders
This section includmg title is revised to read
6-02.3(17)F4 Temporary Bracing for Bridge Girders During Erection
Steel girders shall be braced m accordance with Section 6-03 3(7)A
Prestressed concrete girders shall be braced sequentially durmg girder erection The
bracmg shall be designed and detaded by the Contractor and shall be shown in the
falsework/formwork plans submitted to the Engineer for approval The Contractor shall
furnish, install, and remove the bracing at no additional cost to the Contractmg Agency
At a minimum, the Contractor shall brace girders at each end and at midspan to prevent
lateral movement or rotation This bracmg shall be placed prior to the release of each
girder from the erection equipment If the bridge is constructed with cast-m-place
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
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concrete diaphragms, the bracing may be removed once the concrete in the
diaphragms has been placed and cured for a minimum of 24 hours
6-02.3(17)H Formwork Accesories
The first paragraph is deleted and replaced with the followmg finro new paragraphs
Formwork accessones such as form ties, form anchors, form hangers, anchoring
inserts, and similar hardware shall be specifically identified m the formwork plans
including the name and size of the hardware, manufacturer, safe working load, and
factor of safety The grade of steel shall also be indicated for threaded rods, cod rods,
and similar hardware Wire form t�es shall not be used Welding or clamping formwork
accessories to Contract Plan reinforcing steel will not be allowed Driven types of
anchorages for fastening forms or form supports to concrete, and Contractor fabricated
"J" hooks shall not be used Field drdling of holes m prestressed girders is not allowed
Taper ties may be used provided the following conditions are met
The structure is not designed to resist water pressure (pontoons, floating
dolphins, detention vaults, etc )
2 After the taper tie is removed, plugs designed and intended for plugging taper
tie holes shall be installed at each face of concrete The plug shall be installed
a miromum of 1%z" clear from the face of concrete
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After the plug is installed, the hole shall be cleaned of all grease,
contamination and foreign matter
Holes on the exposed faces of concrete shall be patched and finished to match r
the surrounding concrete ,
6-02.3(25)N Prestressed Concrete Girder Erection
The third sentence in the fifth paragraph is revised to read
The girders shall be braced in accordance with Sections 6-02 3(17)F4 and 6-
02 3(17)F5
6-02.3(26)E5 Leak Tightness Testing
The first sentence in the first paragraph is revised to read
The Contractor shall test each completed duct assembly for leak tightness after placmg
concrete but prior to plaang post tensiornng reinforcement
The second paragraph is revised to read
Prior to testmg, all grout caps shall be installed and all vents, grout in�ection ports, and
drains shall either be capped or have their shut-off valves closed The Contractor shall
pressurize the completed duct assembly to an initial air pressure of 50 psi This
pressure shall be held for five minutes to allow for internal ad�ustments within the
assembly After five minutes, the air supply valve shall be closed The Contractor shall
monitor and measure the pressure maintained within the closed assembly, and any
subsequent loss of pressure, over a period of one minute following the closure of the air
supply valve The maximum pressure loss for duct assemblies equal to or less than
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Revised 7/7/2013
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150 feet in length shall be 25 psig The maximum pressure loss for duct assemblies
greater than 150 feet m length shall be 15 psig If the pressure loss exceeds the
allowable, locations of leakage shall be identified, repaired or reconstructed using
methods approved by the Engineer The repaired system shall then be retested The
cycle of testing, repair and retest�ng of each completed duct assembly shall continue
until the completed duct assembly completes a test with pressure loss within the
specified amount
6-03 AP6
Section 6-03, Steel Structures
April 2, 2012
6-03.3(28)A Method of Shop Assembly
The first sentence in Item 2 C is revised to read
For Trusses and Girders — After the first stage has been completed, each subsequent
stage shall be assembled to include at least one truss panel or girder shop sect�on of
the previous stage and two or more truss panels or girder shop sections added at the
advancing end
6-05 AP6
Section 6-05, Piling
August 6, 2012
6-05.5 Payment
The paragraph following the bid item, "Driwng St Pde", per each is revised to read
The unit Contract price per each for "Drivmg (type) Pile (�H shall be full pay for
drivmg the pde to the ultimate beanng and/or penetration specified
6-06 AP6
Section 6-06, Bridge Railings
August 6, 2012
6-06.3(2) Metal Railings
The third paragraph is revised to read
Anchor bolts shall be positioned with a template to ensure that bolts match the hole
spacing of the bottom channels or anchorage plates
6-07 AP6
Section 6-07, Painting
April 2, 2012
6-07.3(9)A Paint System
The first sentence in the second paragraph is revised to read
All pamt coating components of the selected paint system shall be produced by the
same manufacturer
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Rewsed 1/7/2013
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6 Paint System
The f�rst and second sentences in the second paragraph are revised to read
All paint coating components of the selected paint system shall be produced by the
same manufacturer
6-10 AP6
Section 6-10, Concrete Barrier
August 6, 2012
6-10.3 Construction Requirements
This section is supplemented with the following
Steel welded wire reinforcement deformed, conforming to Section 9-07 7, may be
substituted in concrete barrier in place of deformed steel bars conforming to Section 9-
07 2, sub�ect to the followmg conditions
Steel welded wire remforcement spacing shall be the same as the deformed
steel bar spacmg as shown in the Standard Plans
2 The minimum cross sectional area for steel welded wire reinforcement shall be
no less than 86 percent of the cross sectional area for the deformed steel bars
bemg substituted
3 Development lengths and splice lengths shall conform to requirements
specified m the AASHTO LRFD Bridge Design Specifications, current edition
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6-10.5 Payment
In the second paragraph, the bid item "Conc Class 4000" is revised to read
"Conc Class 4000_"
6-12 AP6
Section 6-12, Noise Barrier Walls
August 6, 2012
6-12.3(3) Shaft Construction
The third sentence in the fifth paragraph is revised to read
When efforts to advance past the obstruction to the design shaft tip elevation result in
the rate of advance of the shaft drilling equipment bemg significantly reduced relative to
the rate of advance for the rest of the shaft excavation, then the Contractor shall remove
the obstruction under the provisions of Section 6-12 5
6 Precast Concrete Panel Fabrication and Erection
The second sentence in item number 3 is deleted
6 Payment
Th�s section is supplemented with the following
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Revised 1/7/2013
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"Removing Noise Barrier Wall Shaft Obstructions", estimated
Payment for removing obstructions, as defined in Section 6-12 3(3), wdl be made for the
changes m shaft construction methods necessary to remove the obstruction The
Contractor and the Engineer shail evaluate the effort made and reach agreement on the
equipment and employees utdized, and the number of hours involved for each Once
these cost items and their duration have been agreed upon, the payment amount wdl be
determined using the rate and markup methods specified m Section 1-09 6 For the
purpose of providing a common proposal for all bidders, the Contracting Agency has
entered an amount for the item "Removing Noise Barrier Wall Shaft Obstructions" m the
bid proposal to become a part of the total bid by the Contractor
If the shaft construction equipment is idled as a result of the obstruction removal work
and cannot be reasonably reassigned withm the proJect, then standby payment for the
idled equipment wdl be added to the payment calculations If labor is idled as a result of
the obstruction removal work and cannot be reasonably reassigned within the pro�ect,
then all labor costs resulting from Contractor labor agreements and established
Contractor polic�es will be added to the payment calculations
The Contractor shall perform the amount of obstruction work estimated by the
Contractmg Agency within the original time of the contract The Engmeer wdl consider a
time ad�ustment and additional compensation for costs related to the extended duration
of the shaft construction operations, provided
the dollar amount estimated by the Contracting Agency has been exceeded,
and,
2 the Contractor shows that the obstruction removal work represents a delay to
the completion of the pro�ect based on the current progress schedule provided
in accordance with Section 1-08 3
6-14 AP6
Section 6-14, Geosynthetic Retaining Walls
January 2, 2012
6-14.2 lVlaterials
The referenced section for the following item is revised to read
Grout
9-20 3(4)
In the first paragraph, the following items are inserted after the item "Gravel Borrow For �
Geosynthetic Retaining Wall"
Polyurethane Sealant 9-04 2(3)
Closed Cell Foam Backer Rod 9-04 2(3)A
6-15 AP6
Section 6-15, Soil Nail Walls
January 2, 2012
6-15.2 Materials
The referenced section for the following �tem is revised to read
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Revised 1/7/2073
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Grout
9-20 3(4)
6 Submittals
Item f beneath item number 3 is revised to read
Mix design and procedures for placing the grout
6 Soil Nailing
This section is supplemented with the following
The Contractor shall make and cure grout cubes once per day m accordance with
WSDOT Test Method T 813 These samples shall be retained by the Contractor untd all
associated verification and proof testmg of the soil nails has been successfully
completed if the Contractor elects to test the grout cubes for compressive strength,
testmg shall be conducted by an independent laboratory and shall be in accordance
with the WSDOT FOP for AASHTO T106
6-16 AP6
Section 6-16, Soldier Pile and Soldier Pile Tieback Walls
January 2, 2012
6-16.3(3) Shaft Excavation
The third sentence in the seventh paragraph is revised to read
When efforts to advance past the obstruction to the design shaft tip elevation result in
the rate of advance of the shaft drilling equipment bemg sigrnficantly reduced relative to
the rate of advance for the rest of the shaft excavation, then the Contractor shall remove',
the obstruction under the provisions of Section 6-16 5
6 Payment
This section is supplemented with the followmg
"Removmg Soldier Pde Shaft Obstructions", estimated
Payment for removing obstructions, as defined in Section 6-16 3(3), will be made for the
changes in shaft construction methods necessary to remove the obstruction The
Contractor and the Engineer shall evaluate the effort made and reach agreement on the
equipment and employees utdized, and the number of hours involved for each Once
these cost items and their duration have been agreed upon, the payment amount will be
determmed using the rate and markup methods specified in Section 1-09 6 For the
purpose of providmg a common proposal for all bidders, the Contracting Agency has
entered an amount for the item "Removing Soldier Pde Shaft Obstructions" in the bid
proposal to become a part of the total bid by the Contractor
If the shaft construction equipment is idled as a result of the obstruction removal work
and cannot be reasonably reassigned within the pro�ect, then standby payment for the
idled equipment wdl be added to the payment calculations If labor is idled as a result of
the obstruction removal work and cannot be reasonably reassigned within the pro�ect,
then all labor costs resulting from Contractor labor agreements and established
Contractor policies will be added to the payment calculations
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Revised 1/7/2013
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The Contractor shall perform the amount of obstruction work estimated by the
Contracting Agency within the origmal time of the contract The Engineer wdl consider a
time ad�ustment and additional compensation for costs related to the extended duration �;
of the shaft construction operations, provided
the dollar amount estimated by the Contracting Agency has been exceeded,
and,
2 the Contractor shows that the obstruction removal work represents a delay to
the completion of the pro�ect based on the current progress schedule provided
in accordance with Section 1-08 3
6-17 AP6
Section 6-17, Permanent Ground Anchors
August 6, 2012
6-17.3(3) Submittals
The first sentence m the sixth paragraph is revised to read
The Contractor shall submit the mix design for the grout conforming to Section 9-20 3(4)
and the procedures for placing the grout to the Engineer for approval
6-17.3(7) Installing Permanent Ground Anchors
The following new paragraph is inserted after the sixth paragraph
The Contractor shall make and cure grout cubes once per day m accordance with
WSDOT Test Method T 813 These samples shall be retained by the Contractor until all
associated verification, performance and proof testmg of the permanent ground anchors
has been successfully completed if the Contractor elects to test the grout cubes for
compressive strength, testing shall be conducted by an independent laboratory and
shall be in accordance with the WSDOT FOP for AASHTO T106
6 Permanent Ground Anchor Acceptance Criteria
The fourth paragraph is deleted
6-19 AP6
Section 6-19, Shafts
August 6, 2012
6-19.3(4)F Slurry Disposal
This section including title is revised to read
6 Disposal of Slurry and Slurry Contacted Spoils
The Contractor shall dispose of the slurry and slurry-contacted spods as specified in the �
shaft installation narrative in accordance with Section 6-19 3(2)B, item 8, and in
accordance with the following requirements
Water slurry with no additives may be infiltrated to an upland area within the
confines of the Contractmg Agency Right of Way for the pro�ect Infdtration is
allowed provided the ground-line at the disposal site is at least 5 feet above
the current water table, and that disposal operations conform to the temporary
AMENDMENTS TO THE 2072 STANDARD SPECIFICATIONS BOOK
Revised 1/7/2013
Page 76
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erosion and sedimentation control (TESC) requirements established for this
pro�ect For the purposes of water slurry disposal, upland is defined as an area
that has no chance of discharging directly to waters of the State, includmg
wetlands or conveyances that indirectly lead to wetlands or waters of the
State Spods in contact with this slurry may be disposed of as clean fdl
2 Synthetic slurry and water slurry with polymer-based additives shall be
contained and disposed of by the Contractor at an approved facility The
Contractor shall acqwre all permits or approvals necessary for disposal of the
slurry and shall provide copies to the Engineer Spoils in contact with synthetic
slurry or water slurry with polymer-based additives shall be disposed of in
accordance with Section 2-03 3(7)C With approval of the Engineer, the
Contractor may re-use these spoils on-site
3 Mineral slurry may be infiltrated to a temporary sediment trap located in an
upland area within the confines of the Contracting Agency Right of Way for the
pro�ect Infiltration is allowed provided the ground-line at the disposal site is at
least 5 feet above the current water table, and that disposal operations
conform to the temporary erosion and sedimentation control (TESC)
requirements established for this pro�ect For the purposes of mineral slurry
disposal, upland is defined as an area that has no chance of discharging
directly to waters of the State, mcluding wetlands or conveyances that
indirectly lead to wetlands or waters of the State
Spoils in contact with mineral slurry shall be disposed of in accordance with Section
2-03 3(7)C With approval of the Engmeer, the Contractor may re-use these spods
on-site
7-02 AP7
Section 7-02, Culverts
August 6, 2012
7-02.2 Materials
Note 3 in the table titled, "Culvert Pipe Schedules" is revised to read
3 Polypropylene pipe, 12 inch to 30 inch diameters approved for Schedule A and
Schedule B, 36 inch to 60 mch diameters approved for Schedule A only
38 7-02.5
39 The bid item "Steel Rib Reinforced Polyethylene Culvert Pipe In Diam ", per linear
40 foot is revised to read
41
42 "St Rib Reinf Polyethylene Culv Pipe In Diam ", per linear foot
43
44 7-03 AP7
45 Section 7-03, Structural Plate Pipe, Pipe Arch, Arch, and Underpass
46 August 6, 2012
47 7-03.3(1) Foundations, General
48 This section is supplemented with the follow�ng
49
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
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When alummum pipe or pipe arch is in contact with cement concrete, finro coats of paint
shall be applied in accordance with Section 7-08 3(2)D
7 Headwalls
This section is supplemented with the following
When aluminum pipe or pipe arch is in contact with cement concrete, two coats of pamt
shall be applied in accordance with Section 7-08 3(2)D �
7-04 AP7
Section 7-04, Storm Sewers
August 6, 2012
7-04.3(1)B Exfiltration Test — Storm Sewers
The fifth column title "PE is revised to read "PP from the table titled, "Storm Sewer Pipe
Schedules"
Note 4 in the table titled, "Storm Sewer Pipe Schedules" is revised to read
4 PP = Polypropylene Pipe, 12 inch to 30 mch approved for Schedule A and Schedule B,
36 inch to 60 inch diameters approved for Schedule A only
7-04.5
The bid item "Steel Rib Reinforced Polyethylene Storm Sewer P�pe In Diam", per
linear foot is revised to read
"St Rib Reinf Polyethylene Storm Sewer Pipe In Diam", per Imear foot
7-05 AP7
Section 7-05, Manholes, Inlets, Catch Basins, and Dryvvells
April 2, 2012
7 Construction Requirements
The third paragraph is supplemented with the following
Levelmg and ad�ustment devices that do not mod�y the structural integrity of the metal
frame, grate or cover, and do not void the originating foundry's compliance to these
specifications and warranty is allowed Approved leveling devices are listed in the
Qualified Products List Leveling and ad�usting devices that interfere with the
backfilling, backfdl density, grouting and asphalt density wdl not be allowed The
hardware for levelmg and ad�usting devices shall be completely removed when
specified by the Pro�ect Engineer
7-08 AP7
Section 7-08, General Pipe Installation Requirements
August 6, 2012
7-08.3(2)D Pipe Laying — Steel or Aluminum
The followmg new sentence is inserted after the first sentence in the second paragraph
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Rewsed 1/7/2013
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The paint shall cover all the surface in contact with the concrete and extend one inch
beyond the point of contact
7-09 AP7
Section 7-09, Water Mains
August 6, 2012
7-09.3(19)A Connections to Existing Mains
In the second paragraph, "Special Conditions" is revised to read "Special Provisions"
8-01 AP8
Section 8-01, Erosion Control and Water Pollution Control
January 7, 2013
8-01.2 Materials
The first paragraph is revised to read
Materials shall meet the requirements of the following sections
Corrugated Polyethylene Drain Pipe
Quarry Spalls
Seed
Fertilizer
Mulch and Amendments
Tackifiers
Erosion Control Dewces
High vsibdity Fence
Construction Geotextde
9-05 1(6)
9-13
9-14 2
9-14 3
9-14 4
9-14 4(7)
9-14 5
9-14 5
9-33
8 Mulching
The following two new paragraphs are inserted after the fourth paragraph
Short-Term Mulch shall be hydraulically applied at the rate of 2500 pounds per acre and
may be applied in one lift
Moderate-Term Mulch and Long-Term Mulch shall be hydraulically applied at the rate of
3500 pounds per acre with no more than 2000 pounds applied in any smgle lift
8 Soil Binders and Tacking Agents
This section including title is revised to read
8 Tackifiers
Tackifiers applied using a hydroseeder shall have a muich tracer added to visibly aid
uniform application This tracer shall not be harmful to plant, aquatic, or animal life A
minimum of 125 pounds per acre and a maximum of 250 pounds per acre of Short-
Term Mulch shall be used as a tracer Tackifier shall be mixed and applied in
accordance with the manufacturer's recommendations
Soil Binding Using Polyacrylamide (PAM) — The PAM shall be applied on bare soil
completely dissolved and mixed in water or applied as a dry powder Dissolved PAM
shall be applied at a rate of not more than 2 / pound per 1,000 gallons of water per acre
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
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A minimum of 200 pounds per acre of Short-Term Mulch shall be applied with the
dissolved PAM Dry powder applications may be at a rate of 5 pounds per acre using a
hand-held fertdizer spreader or a tractor-mounted spreader
PAM shaf{ be applied only to areas that drain to completed sedimentation control BMPs
in accordance with the TESC Plan PAM may be reapplied on actively worked areas
after a 48-hour period
PAM shall not be applied during rainfall or to saturated sods
8-01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch
In the first paragraph, "Enginee�" is revised to read "Pro�ect Engineer"
Note 1 of the table in the first paragraph is revised to read
' Where Contract timmg is appropriate, seeding, fertdizing, and mulching shall be
accomplished durmg the fall period listed above
The third paragraph is deleted
8-01.3(3) Placing Erosion Control Blanket
This section including title is revised to read
8 Placing Biodegradable Erosion Control Blanket
Biodegradable Erosion Control Blankets are used as an erosion prevention device and
to enhance the establishment of vegetation Erosion control blankets shall be installed
according to the manufacturer's recommendations
Seeding and fertdizing shall be done pnor to blanket mstallation
Select erosion control blanket material for an area based on the mtended function slope
or ditch stabilization, and site specific factors including soil, slope gradient, rainfall, and
flow exposure Erosion Control Blankets shall not be used on slopes or m ditches that
exceed the manufacturer's recommendations
8 Placing Compost Blanket
The first paragraph is revised to read
Compost blanket shall be placed to a depth of 3 inches over bare soil Compost blanket
shall be placed prior to seeding or other planting An orgarnc tack�fier shail be placed
over the entire composted area when dry or windy conditions are present or expected
before the final application of mulch or erosion control blanket The tackifier shall be
applied immediately after the application of compost to prevent compost from leaving
the composted area
8 Placing Plastic Covering
The second and third paragraphs are revised to read
Clear plast�c covermg shall be used to promote seed germination when seedmg is
perFormed outside of the Dates for Application of Final Seed in Section 8-01 3(2)F
Black plastic covering shall be used for stockpiles or other areas where vegetative
growth is unwanted
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Revised 1l7/2013
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The plastic cover shall be installed and maintamed in a way that prevents water from
cutting under the plastic and prevents the plastic cover from blowing open in the wind
8 Check Dams
This section is revised to read
Check dams shall be installed as soon as construction will allow, or when designated by
the Engineer The Contractor may substitute a different check dam, in lieu of what is
specified in the contract, with approval of the Engineer The check dam is a temporary
or permanent structure, budt across a minor channel Water shall not flow through the
check dam structure Check dams shall be constructed in a manner that creates a
ponding area upstream of the dam to allow pollutants to settle, with water from
increased flows channeled over a spdiway in the check dam The check dam shall be
constructed to prevent erosion in the area below the spolway Check dams shall be
placed perpendicular to the flow of water and mstalled in accordance with the Standard
Plans The outer edges shall extend up the sides of the conveyance to prevent water
from going around the check dam Check dams shall be of sufficient height to maximize
detention, without causing water to leave the ditch Check dams shall meet the
requirements in Section 9-14 5(4)
8 Geotextile Check Dam
This sections content mcluding title is deleted
8 Quarry Spall Check Dam
This sections content including title is deleted
8 Sandbag Check Dam
This sections content including title is deleted
8 Wattle Check Dam
This sections content mcluding title is deleted
8 Coir Log
This sections title is revised to read
8-01.3(6)A Coir Log
8-01.3(7) Stabilized Construction Entrance
The first paragraph is revised to read
Temporary stabdized construction entrance shall be constructed in accordance with the
Standard Plans, prior to beginning any clearing, grubbing, embankment or excavation
All quarry spall material used for stabdized construction entrance shall be free of
extraneous materials that may cause or contribute to track out
8 Gravel Filter, Wood Chip, or Compost Berm
The first paragraph is revised to read
Filter berms shall retain sediment and direct flows The gravel filter berm shall be a
minimum of 1 foot m height and shall be maintained at this height for the entire time
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
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they are in use Rock material used for fiiter berms shall meet the grading requirements
in Section 9-03 9(2), but shall not include any recycled materials as outlined in Section
9-03 21
8-01.3(9)C Straw Bale Barrier
This section including title is revised to read
8-01.3(9)C Vacant
8-01.3(11) Vacant
This section includmg title is revised to read
8-01.3(11) Outlet Protection
Outlet protection shall prevent scour at the outlets of ponds, pipes, ditches or other
conveyances All quarry spall material used for outlet protection shall be free of
extraneous material and meet the gradation requirements in Section 9-13 6
8-01.3(13) Temporary Curb
This section is revised to read
Temporary curbs shall divert or redirect water around erodible sods
Temporary curbs shall be installed along pavement edges to prevent runoff from flowing
onto erodible slopes Water shall be directed to areas where erosion can be controlled
The temporary curbs shall be a mirnmum of 4 mches in height Ponding shall not be in
roadways
8-01.4 Measurement
The third paragraph is revised to read
Check dams will be measured per Imear foot one time only along the completed check
dam No additional measurement will be made for check dams that are required to be
rehabditated or replaced due to wear
The rnnth paragraph is deleted
The finrelfth paragraph (after the preceding amendment is applied) is revised to read
Seedmg, fertdizing, limmg, mulching, mowing, and tackifier wdl be measured by the acre
by ground slope measurement or through the use of design data
This section is supplemented with the following
Outlet Protection wdl be measured per each initial mstallation at an outlet location
8-01.5 Payment
The bid item "Straw Bale", per each is deleted
The bid item " Erosion Control Blanket", per square yard is deleted
The bid item "Sod Binder or Tacking Agent", per acre is deleted
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Revised 7/7/2013
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This section is supplemented with the following
"Outlet Protection", per each
The unit Contract price per each for "Outlet Protection" shall be full payment for all costs
incurred to complete the Work
"Tackifier", per acre
The unit Contract price per acre for "Tackifier" shall be full payment for all costs mcurred
to complete the Work
"Biodegradable Erosion Control Blanket", per square yard
The unit Contract price per square yard for "Biodegradable Erosion Control Blanket"
shall be full pay for all costs to complete the specified Work
8-02 AP8
Section 8-02, Roadside Restoration
August 6, 2012
In this section, "psiPE" is revised to read "PSIPE"
8 Topsoil Type C
In this section, "9 1(2)" is revised to read "9 1(3)"
8 Planting
Item number 1 m the second paragraph is revised to read
Non-Irrigated Plant Material -
West of the summit of the Cascade Range - October 1 to March 1
East of the summit of the Cascade Range - October 1 to November 15
8-02.5 Payment
The paragraph followmg bid item "Coarse Compost", per cubic yard" is revised to read
The unit Contract price per cubic yard for "Fine Compost", Medium Compost" or
"Coarse ComposY' shall be full pay for furnishing and spreading the compost onto the
existing sod
8-03 AP8
Section 8-03,
April 2, 2012
Irrigation Systems
8-03.3(7) Flushing and Testing
The fifth paragraph is deleted
8-04 AP8
Section 8-04, Curbs, Gutters, and Spillways
April 2, 20'�2
8-04.3(1) Cement Concrete Curbs, Gutters, and Spillways
This section is supplemented with the following new sub-section
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Revised 1/7/2013
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8-04.3(1)B Roundabout Cement Concrete Curb and Gutter
Roundabout cement concrete curb and gutter and roundabout splitter island nosmg curb
shall be shaped and firnshed to match the shape of the ad�oining curb as shown in the
Plans All other requirements for cement concrete curb and cement concrete curb and
gutter shall apply to roundabout cement concrete curb and gutter
8 Measurement
This section is supplemented with the followmg
Roundabout splitter island nosing curb wdl be measured per each
8-04.5 Payment
The bid item, "Roundabout Truck Apron Cement Concrete Curb", per linear foot is deleted
This section is supplemented with the following
"Roundabout Cement Concrete Curb and Gutte�", per Imear foot
The unit Contract price per linear foot for "Roundabout Cement Concrete Curb and
Gutte�" shall be full payment for all costs for the Work mcluding transitioning the
roundabout cement concrete curb and gutter to the ad�oming curb shape
"Roundabout Splitter Island Nosing Curb", per each
The unit Contract price per each for "Roundabout Splitter Island Nosing Curb" shall be
full payment for all costs for the Work including transitiornng the roundabout splitter
island nosing curb to the ad�oining curb shape
8-07 AP8
Section 8-07, Precast Traffic Curb and Block TrafFc Curb
January 7, 2013
This section's title is revised to read
8-07 Precast Traffic Curb
8-07.1 Description
This section is revised to read
This Work consists of fumishing and mstalling precast traffic sloped mountable curb or
dual faced sloped mountable curb of the design and type specified m the Plans m
accordance with these Specifications and the Standard Plans in the locations indicated
in the Plans or as staked by the Engineer
8 Materials
The matenal reference "Block Tra�c Curb 9-18 3" is deleted from this section
The referenced section for the following item is rewsed to read
Pamt 9-34 2
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Revised 1l7/2013
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8 Installing Curbs
The fifth and seventh paragraphs are deleted from this section
8 Measurement
The first paragraph is deleted from this section
8 Payment
The following bid items are deleted from this section
"Type A Precast Traffic Curb", per linear foot
"Type C Precast Traffic Curb", per Imear foot
"Type A Block Traffic Curb", per linear foot
"Type C Block Traffic Curb", per linear foot
8-11 AP8
Section 8-11, Guardrail
August 6, 2012
8-11.3(1)D Removing Guardrail and Guardrail Anchor
The first two sentences in the first paragraph are revised to read
Removal of the various types of guardrail shall include removal of the rail, cable
elements, hardware, and posts, includmg transition sections, expansion sections,
terminal sections and the rad element of anchor assemblies Removal of the various
types of guardrail anchors shall include removal of the anchor assembly, includmg
concrete bases, rebar, steel tubes, and any other appurtenances in the anchor
assembly
8 Measurement
The seventh paragraph is revised to read
Measurement of removal of guardrail will be by the linear foot measured along the Ime
of guardrad removed including transition sections, expansion sections, guardrail anchor
rad elements and termmal sections
8 Payment
The paragraph followmg the bid item "Removing Guardrad Anchor", per each is revised to
read
The unit Contract price per each for "Removing Guardrad Anchor" shall be full payment
for all costs to perform the Work as descnbed in Section 8-11 3(1)D, includmg rail
removal, if there isn't a Bid Item for Removing Guardrail m the run of guardrad
connecting to the anchor
8-12 AP8
Section 8-12, Chain Link Fence and Wire Fence
April 2, 2012
In this Section "Engmeer' is revised to read "Pro�ect Enginee�"
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8 Materials
This section is supplemented with the followmg
Pamt 9-08 1(2)B
8-12.3(1)A Posts
The words "for Type 3 and Type 4 fences" and "on Type 3 and Type 4 fences" are deleted
from this section
The first sentence of the fifth paragraph is revised to read
After the post is set and plumbed, the hole shall be filled with Grout Type 4
The third sentence in the sixth paragraph is replaced with the following finro sentences
After the post is set and plumbed, the hole m the portion of the post in solid rock shall
be filled with Grout Type 4 The grout shall be thoroughly worked into the hole so as to
leave no voids
The seventh paragraph is deleted
The ninth paragraph is revised to read
Steep slopes or abrupt topography may require changes in vanous elements of the
fence It shall be the responsibility of the Contractor to provide all posts of sufficient
length to accommodate the chain link fabric
The tenth paragraph is revised to read
All round posts shall have approved top caps fastened securely to the posts The base
of the top cap f�tting for round posts sha11 feature an apron around the outside of the
posts
8-12.3(1)B Top Rail
This section's content mcluding title is deleted and replaced with
8-12.3(1)B Vacant
8-12.3(1)C Tension Wire and Tension Cable
This section's content mcluding t�tle is revised to read
8 Tension Wire
Tension Wires shall be attached to the posts as deta�led m the Plans or as approved by
the Engineer
8-12.3(1)D Chain Link Fabric
The first three paragraphs are revised to read
Cham link fabric shall be attached after the cables and wires have been properly
tensioned
AMENDMENTS TO THE 2012 STANDARD SPECIFICATiONS BOOK
Revised 1/7/2013
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Cham link fabric shall be placed on the face of the post away from the Highway, except
on horizontal curves where it shall be placed on the face on the outside of the curve
unless otherwise directed by the Pro�ect Engmeer
Cham link fabric shall be placed approximately 1-inch above the ground and on a
straight grade between posts by excavating high points of ground Filling of depressions
wdl be permitted only upon approval of the Pro�ect Engineer
The fourth sentence in the fourth paragraph is revised to read
The top and bottom edge of the fabric shall be fastened with hog rings to the top and
bottom tension wires as may be applicable, spaced at 24-inch intervals
8-12.3(1)E Chain Link Gates
The third paragraph is deleted
8 Posts
In the second paragraph, "commercial" is deleted
The first sentence of the fifth paragraph is revised to read
After the post is set and plumbed, the hole shall be filled with Grout Type 4
The fourth sentence m the sixth paragraph is replaced with the followmg finro sentences
After the post is set and plumbed, the hole in the portion of the post in solid rock shall
be filled with Grout Type 4 The grout shall be thoroughly worked into the hole so as to
leave no voids
The tenth paragraph is revised to read
Where the new fence �oins an existing fence, the 2 shall be attached in a manner
satisfactory to the Pro�ect Engineer, and end or corner posts shall be set as necessary
The eleventh paragraph is deleted
8-12.5 Payment
The paragraph following the item "Chain Link Fence Type ", per linear foot is revised to
read
The unit Contract price per linear foot for "Chain Link Fence Type " shall be full
payment for all costs for the specified Work including brace post installation and all
other requirements of Section 8-12 for Chain Link Fence, unless covered in a separate
Bid Item m this Section
The following paragraph is inserted after the item "End, Gate, Corner, and Pull Post for
Chain Link Fence", per each
The unit Contract price per each for "End, Gate, Corner, and Pull Post for Chain Link
Fence" shall be full payment for all costs for the specified Work
The following paragraph is mserted after the item "Single 6 Ft Chain Lmk Gate", per each
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The urnt Contract price per each for "Double 14 Ft Chain Lmk Gate", "Double 20 Ft
Chain Lmk Gate", and "Single 6 Ft Chain Link Gate", shall be full payment for all costs
for the specified Work
The paragraph following the item "Wire Fence Type ", per linear foot is revised to read
The urnt Contract price per each for "Wire Fence Type " shall be full payment for all
costs for the specified Work mcluding payment for clearing of the fence line
The following paragraph is mserted after the item "Double Wire Gate 20 Ft Wide", per each
The urnt contract price per each for "Single Wire Gate 14 Ft Wide" and "Double Wire
Gate 20 Ft Wide" shall be full payment for all costs for the spec�fied Work
The paragraph following the item "Access Control Gate", per each is revised to read
The urnt contract price per each for "Access Control Gate" shall be full payment for all
costs to perform the specified Work
8-15 AP8
Section 8-15, Riprap
April 2, 2012
8-15.1 Description
The second paragraph is revised to read
Riprap will be classified as heavy loose riprap, light loose riprap, and hand placed
riprap
8-20 AP8
Section 8-20, Illumination, TrafFc Signal Systerns, And Electrical
August 6, 2012
8-20.3(4) Foundations
The first paragraph is revised to read
Foundation concrete shall conform to the requirements for the specified class, be cast-
in-place concrete and be constructed in accordance with Sections 6-02 2 and 6-02 3
Concrete for Type II, III, IV, V, and CCTV signal standards and light standard
foundations shall be Class 4000P Concrete for pedestals and cabinets, Type PPB, PS,
I, FB, and RM signal standards and other foundations shall be Class 3000 Concrete
placed into an excavation where water is present shall be placed usmg an approved
tremie If water is not present, the concrete shall be placed such that the free-fall is
vertical down the center of the shaft without hitting the sides, the steel reinforcing bars,
or the steel reinforcing bar cage bracing The Section 6-02 3(6) restriction for 5-feet
maximum free-fall shall not apply to placement of Class 4000P concrete into a shaft
Steel reinforcing bars for foundations shall conform to Section 9-07
8 Bonding, Grounding
The first sentence in the second paragraph is replaced with the following two sentences
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Revised 1/7/2013
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All conduit installed shall have an equipment ground conductor installed in addition to
the conductors noted in the Contract Condwt with mnerducts shall have an equipment
ground conductor installed in each innerduct that has an electrical conductor
8-21 AP8
Section 8-21, Permanent Signing
January 7, 2013
8-21.2 Materials
The third sentence is revised to read
Materials for sign mounting shall conform to Section 9-28 11
8 Fabrication of Steel Structures
The first sentence in the first paragraph is revised to read
Fabrication shall conform to the applicable requirements of Section 6-03 and 9-06
This section is supplemented with the following
All fabrication, includmg repairs, adJustments or modifications of previously fabricated
sign structure members and connection elements, shall be perFormed in the shop, under
an Engineer approved shop drawing prepared and submitted by the Contractor for the
original fabrication or the specific repair, adJustment or modification Sign structure
fabrication repair, adJustment or modification of any kind in the field is not permitted if
fabrication repair, adJustment or modification occurs after a sign structure member or
connection element has been galvarnzed, the entire member or element shall be re-
galvanized m accordance with AASHTO M 111 <
8 Vacant
This section mcludmg title is revised to read
8-21.3(9)B Erection of Steel Structures
Erection shall conform to the applicable requirements of Sections 6-03 and 8-21 3(9)F
Section 8-21 3(9)F notwithstanding, the Contractor may erect a sign bridge prior to
completion of the shaft cap portion of one foundation for one post provided the following
conditions are satisfied
The Contractor shall submit design calculations and working drawings of the
temporary supports and falsework supporting the sign bridge near the location
of the mcomplete foundation to the Engineer for approval in accordance with
Section 6-01 9 The submittal shall include the method of releasing and
removing the temporary supports and falsework without mducing loads and
stress into the sign bridge
2 The Contractor shall submit the method used to secure the anchor bolt array m
proper position with the sign bridge while casting the shaft cap concrete to
complete the foundation
3 The Contractor shall erect the sign bridge and temporary supports and
falsework, complete the remairnng portion of the incomplete foundation, and
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remove the temporary supports and falsework, m accordance with the working
drawing submittals as approved by the Engineer
8 Foundations
The following new paragraph is inserted after the second paragraph
Concrete placed into an excavation where water is present shall be placed using an
approved tremie If water is not present, the concrete shall be placed such that the free-
fall is vertical down the center of the shaft without h�tting the sides, the steel reinforcing
bars, or the steel reinforcing bar cage bracing The Section 6-02 3(6) restriction for 5-
feet maximum free-fall shall not apply to placement of Class 4000P concrete into a
shaft
The ninth paragraph (after implementing the preceding Amendment) is replaced with the
following three new paragraphs
After construction of concrete foundations for sign bridge and cantdever sign structures,
the Contractor shall survey the foundation locations and elevations, the anchor bolt
array locations and lengths of exposed threads The Contractor shall confirm that the
survey conforms to the sign structure post, beam, span and foundation design geometry
shown in the Plans, and shall identify any deviations from the design geometry shown in
the Plans When deviations are identified, the Contractor shall notify the Engineer, and
such notice shall be accomparned by the Contractor's proposed method(s) of
addressmg the deviations, including removal and reconstruction of the shaft cap portion
of the affected concrete foundation as outlined m this Section, or fabrication repair,
ad�ustment or modification, with associated shop drawings, in accordance with Section
8-21 3(9)A
If the Contractor's survey indicates that a concrete foundation has been constructed
incorrectly for a sign structure that has already been fabricated, the Contractor may
remove and reconstruct the shaft cap portion of the foundation, in accordance with
Section 1-07 13, provided the following conditions are satisfied
The Contractor shall submit the method and equipment to be used to remove
the portion of the concrete foundation to be removed and reconstructed to the
Engineer for approval in accordance with Section 1-05 3 The submittal shall
include confirmation that the eqwpment and the method of operation is
appropnate to ensure that the existing anchor bolt array and primary shaft
vertical steel reinforcing bars wdl not be damaged
2 All steel reinforcmg bars, except for steel reinforcing bars extending from the
bottom portion of the foundation to remain, shall be removed and disposed of
in accordance with Sections 2-02 3 and 2-03 3(7)C, and shall be replaced with
new steel reinforcing bars conforming to the size, dimensions and geometry
shown in the Plans All concrete of the removed portion of the foundation shall
be removed and disposed of in accordance with Sections 2-02 3 and 2-
03 3(7)C
3 The Contractor shall ad�ust the primary shaft vertical steel reinforcing bars as
necessary in accordance with Section 6-02 3(24)C to provide clearance for the
anchor bolt array
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
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Sign structures shall not be erected on concrete foundations untd the Contractor
confirms that the foundations and the fabricated sign structures are either compatible
with each other and the design geometry shown in the Plans, or have been modified in
accordance with this Section and as approved by the Engineer to be compatible with
each other, and the foundations have attained a compressive strength of 2,400-psi
Item number 4 in the finrelfth paragraph (after implemented the preceding Amendments) is
revised to read
4 Concrete shall be Class 4000P, except as otherwise specified The concrete for
the shaft cap (the portion containing the anchor bolt array assemblies above the
construction �oint at the top of the shaft) shall be Class 4000
Item number 3 in the thirteenth paragraph (after implemented the preceding Amendments) is
revised to read
3 Unless otherwise shown in the Plans, concrete shall be Class 4000P
8 Payment
This section is supplemented with the followmg
All costs in connection with surveying completed concrete foundations for sign bndges
and cantilever sign structures shall be included in the lump sum contract price for
"Structure Surveying", except that when no Bid item is included m the Proposal for
"Structure Surveying" then such costs shall be mcluded in the lump sum contract
price(s) for "Sign Bridge No " and "Cantdever Sign Structure No "
8-22 AP8
Section 8-22, Pavement Marking
January 7, 2013
8-22.3(3)D Line Applications
The last paragraph is supplemented with the following
Grooved line pavement marking shall not be constructed on bridge decks or on bridge
approach slabs
8 Removal of Pavement Markings
The following finro new sentences are inserted after the first sentence
Grinding to remove painted markings is not allowed Grmding to remove plastic markmg
is allowed to a depth �ust above the pavement surface, then water blasting or shot
blasting shall be required to remove the remaming markings
8 Measurement
The items "Pamted Wide Line" and "Plastic Wide Line" are deleted from the fourth
paragraph
The sixth paragraph is revised to read
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
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Diagonal lines used to delineate parkmg stalis that are constructed of painted or plastic
4-inch lines will be measured as "Paint Line" or "Plastic Line" by the linear foot of line
installed Crosswalk Ime wdl be measured by the square foot of marking installed
The following two new paragraphs are inserted after the sixth paragraph
Crosshatch markings used to delineate median and gore areas will be measured by the
completed linear foot as "Painted Crosshatch Marking" or "Plastic Crosshatch Markmg"
The measurement for "Painted Crosshatch Markmg" and for "Plastic Crosshatch
Marking" wdl be based on the total length of each 8-inch or 12-inch wide line installed
8 Payment
The bid items "Painted Wide Line", per linear foot and "Plastic Wide Line", per linear foot are
deleted from this section
This section is supplemented with the following two new bid items
"Painted Crosshatch Marking", per linear foot
"Plastic Crosshatch Marking�, per linear foot
The following new paragraph is inserted after the last bid item in this section
The unit Contract price for the aforementioned Bid items shall be full payment for all
costs to perform the Work as descnbed m Section 8-22
8-25 AP8
Section 8-25, Glare Screen
April 9, 2012
in this section, "tension cable" and "cable" are deleted
8 Posts
The first sentence in the first paragraph is revised to read
Posts shall be constructed m accordance with the Standard Plans and applicable
provisions of Section 8-12 3(1)A
The last paragraph is revised to read
All round posts for Type 1 Design B and Type 2 glare screen shall be fitted with a
watertight top securely fastened to the post Line posts shall have tops designed to
carry the top tension wire
8-25.3(5) Tension Cables
This sections content including title is deleted
8 Fittings, Attachments, and Hardware
This sections content mcluding title is deleted
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
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2 Section 8-29, Wire Mesh Slope Protection
3 January 7, 2013
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This section is deleted in its entirety and replaced with the following
8-29 Wire Mesh Slope Protection
8-29.1 Description
This Work consists of fumishing and installing the anchors and the wire mesh slope
protection in accordance with these Specifications and the detads shown in the Plans and in
conformity with the lines and dimensions shown in the Plans or established by the Engineer
8 IlAaterials
Materials shall meet the requirements of Section 9 4
8-29.3 Construction Requirements
8-29.3(1) Submittals
The Contractor shall submit a wire mesh slope protection plan to the Pro�ect Engineer a
mmimum of seven calendar days prior to beginrnng the work The wire mesh slope
protection plan shall include the following
Plan sheets for anchor layout and installation, and the equipment and process
used to confirm the capacity of the constructed anchors including the
calibration data for the stressing devices used to proof test the anchors, as
completed by an`independent testmg laboratory within 60 calendar days of the
wire mesh slope work
2 Working drawings for the temporary yoke or load frame to be used for anchor
proof testing in accordance with Section 6-01 9
3 Plans and details for assembling wire mesh and erecting the assembled mesh
on the slope
All costs for the Work required for Submittals shall be included in the unit Bid price
detailed in Section 8-29 5
8 Anchors
The Contractor shall install anchors of the type shown in the Plans and m conformance
with the layout shown in the Wire Mesh Protection Plan as described in Section 8-
29 3(1) The spacing and number of the anchors and wire ropes as shown in the Plans
are approximate only, and upon review of the wire mesh slope protection plan, the
Engineer may arrange the spacing to better hold the wire mesh agamst the slope
Backfdl material shall be thoroughly compacted with a mechanical compactor
The Contractor shall proof test up to 25 percent of the anchors in vertical pullout to the
mirnmum allowable anchor capacity specified in the Plans Proof testing of anchors shall
be performed against a temporary yoke or load frame No part of the temporary yoke or
load frame shall bear within three feet of the anchor being tested For vertical pullout
proof testing, an anchor is acceptable if it sustains the specified capacity for 10 minutes
with no loss of load Anchors that fad this critenon shall be replaced and retested if
more than three anchors fad, the Contractor shall proof test all anchors
AMENDMENTS TO THE 2072 STANDARD SPECIFICATIONS BOOK
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8 Wire Rope
All wire rope loops shall include a thimble No wire rope splicmg wdl be allowed
8 Wire Mesh
The wire mesh shall be fastened to the completed wire rope assembly as shown in the
Plans High tensde steel fasteners on the vertical seams shall be staggered across
width of the seam Horizontal splices �oining 2 rolls of inesh shall be made by
overlapping the mesh approximately 3 feet and either weaving 3 rows of lacmg wires
through every mesh openmg or using 4 rows of high tensde steel fasteners placed on
approximately 3-mch spacmg All top and bottom laps shall be made by folding the
mesh to the outside, away from the slope, to avoid the possibdity of falling material
hangmg up in the folds The bottom of the mesh shall be located as shown in the Plans
The ends of all lacing wires shall be secured to the mesh with a minimum of 1'/-turns
The wire mesh shall not be tensioned in any direction, but is to remain loose so as to
increase its dampening effect on rolling rocks The Contractor shall use care in the
handling and installing of the wire mesh and wire rope Any mesh or wire rope damaged
due to the Contractor's operations shall be replaced by the Contractor at no expense to
the Contracting Agency
8 Measurement
Measurement of anchors will be per each for the completed anchor Anchor types will not be
differentiated
Wire mesh slope protection will be measured by the square foot of wire mesh erected on the
slope There wdl be no deduction made for overlapping the wire mesh material as required
for splices or for coverage due to variations m the slope or ground conditions
8 Payment
Payment wdl be made m accordance with Section 1-04 1, for each of the following Bid items
that are included in the Proposal
"Wire Mesh Slope Protection Anchor", per each
The unit Contract price per each for "Wire Mesh Slope Protection Anchor" shall be full
payment for all costs for the Work descnbed in Sections 8-29 3(1) and 8-29 3(2)
"Wire Mesh Slope Protection", per square foot
The unit Contract price per square foot for "Wire Mesh Slope Protection" shall be full
payment for all costs for the Work described in Section 8-29 3(3) and 8-29 3(4)
9-02 AP9
Section 9-02, Bituminous Materials
January 7, 2013
9 Anti Additive
This section is revised to read
Anti-stripping additive shall be a product listed in the current WSDOT Qualified Products
List (QPL)
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2 Section 9-03, Aggregates
3 January 7, 2012
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9-03.1(1) General Requirements
The eighth paragraph is deleted
9-03.13 Backfill for Sand Drains
This section is supplemented with the following
That portion of backfill retained on a No 4 sieve shall not contain more than 0 05
percent by weight of wood waste
9-03.13(1) Sand Drainage Blanket
The last paragraph is revised to read
That portion of backfill retained on a No 4 sieve shall not contain more than 0 05
percent by weight of wood waste
9-03.14(1) Gravel Borrow
Note' is deleted, including the reference in the table
9-03.14(2) Select Borrow
Note' is deleted
Note 2 is re-numbered Note', including the reference in the table
9-03.14(4) Gravel Borrow for Geosynthetic Retaining Wall
This section is revised to read
All backfill material for geosynthetic retairnng walls shall consist of granular material,
either naturally occurring or processed, and shall be free draining, free from orgarnc or
otherwise deleterious matenal The material shall be substantially free of shale or other
soft, poor durabdity particles, and shall not contain recycled materials, such as glass,
shredded tires, portland cement concrete rubble, or asphaltic concrete rubble The
backfill material shall meet the following requirements for grading and quality
S�eve S�ze Percent Passin
1 '/< " 99-100
1" 90-100
No 4 50-80
No 40 30 maac
No 200 7 0 max
Sand E uivalent 50 rrun
All percentages are by weight
Pro e Test Method Allowable Test Value
Los Angeles Wear AASHTO T 96 35 percent max
500 rev
De adat�on Factor WSDOT Test Method 113 15 rrun
H, ermanent walls AASHTO T 289 4 5-9
AMENDMENTS TO THE 2072 STANDARD SPECIFICATIONS BOOK
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H, tem o walls AASHTO T 289 3-10
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Wall backfdl material satisfying these grading and property requirements shall be
classified as nonaggressive
9-03.21(1) General Requirements
The first sentence in the first paragraph is revised to read
Hot Mix Asphalt, Concrete Rubble, Recycled Glass (glass cullet), and Steel Furnace
Slag may be used as, or blended uniformly with naturally occurring materials for
aggregates
9 Vacant
This section including title is revised to read
9 Recycled Glass (Glass Cullet)
Glass Cullet shall meet the requirements of AASHTO M 318 with the additional
requirement that the glass cullet is limited to the maximum amounts set m Section 9-
03 21(1)E for recycled glass Prior to use the Contractor shall provide certification to
the Pro�ect Engineer that the recycled glass meets the physical properties and
deleterious substances reqwrements in AASHTO M-318
9-03.21('i) E Table on Maximum Allowable Percent (By Weight) of Recycled
Material
The column headmg "Recycled Glass" is revised to read "Recycled Glass (Glass Cullet) in
the table
In the column "Recycled Glass (Glass Cullet)" all amounts are revised to read "20" begmning
with the item "Ballast" and continuing down until the last �tem in the table
9-04 AP9
Section 9-04, Joint And Crack Seaiing Materials
January 7, 2013
9-04.2 Joint Sealants
This section is supplemented with the following new sub-sections
9-04.2(3) Polyurethane Sealant
Polyurethane sealant shall conforrn to ASTM C 920 Type S Grade NS Class 25 Use M
Polyurethane sealant shall be compatible with the closed cell foam backer rod When
required, compatibility characterist�cs of sealants in contact with backer rods shall be
determined by Test Method ASTM C 1087
9 Closed Cell Foam Backer Rod
Closed cell foam backer rod for use with polyurethane sealant shall conform to ASTM C
1330 Type C
9 Crack Sealing — Rubberized Asphalt
This section is deleted
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Revised 1/7/2013
Page 36
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9-04.11 Butyl Rubber and Nitrile Rubber
This sections number is revised to read
9-04.10
9-05 AP9
Section 9-05, Drainage Structures, Culverts, and Conduits
January 7, 2013
9-05.0 Acceptance by Manufacturer's Certification
This section including title is revised to read
9 Acceptance and Approval of Drainage Structures, and Culverfs
The Dramage Structure or Culvert may be selected from the Qualified Products List, or
submitted using a Request for Approval of Materials (RAM) in accordance with Section
1-06
Certain dramage materials may be accepted by the Engineer based on a modified
acceptance criteria when materials are selected from the Qualified Products List (QPL)
The modified acceptance criteria are defined in the QPL for each material
9-05.1(6) Corrugated Polyethylene Drain Pipe, Couplings, and Fittings (Up to
10 Inch)
This section is supplemented with the following
Corrugated polyethylene drain pipe manufacturers shall participate in the National
Transportation Product Evaluation Program (NTPEP) work plan for HDPE (High Density
Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaymg
they are NTPEP compliant
9-05.1(7) Corrugated Polyethylene Drain Pipe, Couplings, and Fittings (12 Inch
Through 60 Inch)
This section is supplemented with the following
Corrugated polyethylene drain pipe manufacturers shall participate in the National
Transportation Product Evaluation Program (NTPEP) work plan for HDPE (High Density
Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaying
they are NTPEP compliant
9 Perforated Corrugated Polyethylene Underdrain Pipe (Up to 10 Inch)
This section is supplemented with the following
PerForated corrugated polyethylene underdrain pipe manufacturers shall participate in
the National Transportation Product Evaluation Program (NTPEP) work plan for HDPE
(High Density Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit
website displaying they are NTPEP compliant
9-05.2(8) Perforated Corrugated Polyethylene Underdrain Pipe (12-Inch
Through 60 Inch Diameter Maximum), Couplings, and Fittings
This section is supplemented with the following
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Revised 7/7I2013
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Perforated corrugated polyethylene underdram pipe manufacturers shall participate in
the National Transportation Product Evaluation Program (NTPEP) work plan for HDPE
(High Density Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit
website displaying they are NTPEP compliant
9-05.19 Corrugated Polyethylene Culvert Pipe, Couplings, and Fittings
The word "producer" is revised to read "manufacturer"
The second paragraph is revised to read
Joints for corrugated polyethylene culvert pipe shall be made with either a bell/bell or
bell and spigot coupling and shall mcorporate the use of a gasket conforming to the
requirements of ASTM D 1056 Type 2 Class B Grade 3 or ASTM F 477 All gaskets
shall be factory installed on the coupling or on the pipe by the qualified manufacturer
This section is supplemented with the followmg
Corrugated polyethylene culvert pipe manufacturers shall partiapate in the National
Transportation Product Evaluation Program (NTPEP) work plan for HDPE (High Density
Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaying
they are NTPEP compliant
9 Corrugated Polyethylene Storm Sewer Pipe, Couplings, and Fittings
The word "producer" is revised to read "manufacturer"
The first paragraph is revised to read
Corrugated polyethylene storm sewer pipe, couplings, and fittmgs shall meet the
requirements of AASHTO M 294 Type S or D The maximum pipe diameter for
corrugated polyethylene storm sewer pipe shall be the diameter for which a
manufacturer has submitted Fittings shall be blow molded, rotational molded, or factory
welded
This section is supplemented with the following
Corrugated polyethylene culvert pipe manufacturers shall participate in the National
Transportation Product Evaluation Program (NTPEP) work plan for HDPE (High Density
Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaying
they are NTPEP compliant
9-05.24 Polypropylene Culvert Pipe, Polypropylene Storm Sewer Pipe, and
Polypropylene Sanitary Sewer Pipe
This sections content is deleted and replaced with the following
All �oints for polypropylene pipe shall be made with a bell/bell or bell and spigot couplmg
and shall conform to ASTM D 3212 usmg elastomeric gaskets conforming to ASTM F
477 All gaskets shall be factory installed on the pipe in accordance with the producer's
recommendations
Qualification for each producer of polypropylene storm sewer pipe requires �omt system
conformance to ASTM D 3212 using elastomeric gaskets conforming to ASTM F 477
and a formal quality control plan for each plant proposed for consideration
AMENOMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Revised 1/7/2013
Page 38
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A Manufacturer's Certificate of Compliance shall be required and shall accompany the
materials delivered to the pro�ect The certificate shall clearly identify production lots for
all materials represented The Contractmg Agency may conduct venfication tests of pipe
stiffness or other properties it deems appropriate
This section is supplemented with the followmg new sub-sections
9 Polypropylene Culvert Pipe and Storm Sewer Pipe
Polypropylene culvert and storm sewer pipe shall conform to the following requirements
1
2
3
4
For dual wall pipe sizes up to 30 inches ASTM F2736
For triple wall pipe sizes from 30 to 60 inches ASTM F2764
For dual wall profde pipe sizes 36 to 60 inches AASHTO MP 21, Type S or
Type D
Fittings shall be factory welded, in�ection molded or PVC
9 Polypropylene Sanitary Sewer Pipe
Polypropylene sanitary sewer pipe shall conform to the following requirements
1
2
3
For pipe sizes up to 30 mches ASTM F2736
For pipe sizes from 30 to 60 inches ASTM F2764
Fittings shall be factory welded, in�ection molded or PVC
9-06 AP9
Section 9-06, Structural Steel and Related Materials
Aprii 2, 2012
9-06.5(3) High Strength Bolts
In this section, "AASHTO M 291" is revised to read "ASTM A 563"
9-07 AP9
Section 9-07, Reinforcing Steel
August 6, 2012
9-07.7 Wire Mesh
The first sentence m the first paragraph is revised to read
Wire mesh for concrete reinforcement shall conform to the requirements of AASHTO M
55, Welded Steel Wire Fabric for Concrete Reinforcement or AASHTO M 221, Steel
Welded Wire Remforcement, Deformed for Concrete
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Revised 1/7/2073
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9-10 AP9
Section 9-10, Piling
April 2, 2012
9-10.4 Steel Pile Tips and Shoes
tn the first paragraph "ASTMA A 148 Grade 60-90" is revised to read "ASTMA A 148 Grade
90-60"
9-14 AP9
Section 9-14, Erosion Control and Roadside Planting
January 7, 2013
9-14.3 Fertilizer
The second sentence in the first paragraph is revised to read
It may be separate or in a mixture containmg the percentage of total nitrogen, avadable
phosphoric acid, and water-soluble potash or sulfur in the amounts specified
9-14.4(2) Hydraulically Applied Erosion Control Products (HECPs )
The first sentence in the third paragraph is revised to read
All HECPs shall be furnished premixed by the manufacturer with Organic or Synthetic
Tackifier as specified m Section 9-14 4(7)
The third and fourth rows in Table 1 is revised to read
Heavy Metals EPA 6020A Total Metals Antimony — < 4 mg/kg
Arsemc — < 6 mg/kg
Banum — < 80 mg/kg
Boron — < 160 mg/kg
Cadm�um — < 2 mg/kg
Total Chrorruum — < 4 mg/kg
Copper — < 10 mg/kg
Lead — < 5 mg/kg
Mercury — < 2 mg/kg
N�ckel — < 2 mg/kg
Selemum — < 10 mg/kg
Stront�um — < 30 mg/kg
Zmc — < 30 m
Water Holdmg ASTM D 7367 800 percent mimmum
Ca aci
9-14.4(2)A Long Term Mulch
In the first paragraph, the phrase "within 2 hours of application" is deleted
9-14.4(4) Wood Strand Mulch
The last sentence in the second paragraph is deleted
This section is supplemented with the following new paragraph
The Contractor shall provide Material Safety Data Sheet (MSDS) that demonstrates that
the product is not harmful to plant life and a test report performed in accordance with
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Rev�sed 1/7/2013
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WSDOT Test Method 125 demonstratmg compliance to this specification prior to
acceptance
9 Compost
The second paragraph is revised to read
Compost production and quality shall comply with WAC 173-350 and for biosolids
composts, WAC 173-308
The third paragraph is to read
Compost products shall meet the following physical criteria
Compost material shall be tested in accordance with U S Composting Council
Testing Methods for the Examination of Compost and Composting (TMECC)
02 02-B, "Sample Sieving for Aggregate Size Classification"
Fine compost shall meet the following gradation
Sieve Size Percent Passin
Mia�mum Ma�mum
1" 100
/ 90 100
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Note Maximum particle length of 4 mches
Medium compost shall meet the following gradation
S�eve Size Percent Passm
M�n�mum Maximum
1" 100
/$" 85 100
'/a" 70 85
Note Maximum particle length of 4 inches Medwm compost shall have a
carbon to rntrogen ration (C N) between 18 1 and 35 1 The carbon to
nitrogen ration shall be calculated using dry weight of "Organic Carbon"
using TMECC 04 01A divided by the dry weight of "Total NH usmg TMECC
04 02D
Coarse compost shall meet the following gradation
Sieve S�ze Percent Pass�n
Mimmum Maz�mum
2" 100
1" 90 100
'/a" 70 100
'/<" 40 60
Note Maximum particle length of 6 inches Coarse compost shall have a carbon
to nitrogen ratio (C N) between 25 1 and 35 1 The carbon to nitrogen ratio
shall be calculated using the dry weight of "Orgarnc Carbon" using
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Revised 1/7/2013
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TMECC 04 01A divided by the dry weight of "Total N" using TMECC
04 02D
2 The pH shall be befinreen 6 0 and 8 5 when tested in accordance with U S
Composting Councd TMECC 04 11-A, "1 5 Slurry pH"
3 Manufactured inert material (plastic, concrete, ceramics, metal, etc ) shall be
less than 1 percent by weight as determmed by U S Composting Counal
TMECC 03 08-A "Classification of Inerts by Sieve Size"
4 Mirnmum organic matter shall be 40 percent by dry weight basis as determined
by U S Composting Council TMECC 05 07A "Loss-On-Ignition Organic Matter
Method (LOI)"
5 Soluble salt contents shall be less than 4 0 mmhos/cm when tested in
accordance with U S Composting Councd TMECC 04 10 "Electrical
Conductivity "
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Maturity shall be greater than 80 percent in accordance with U S Compostmg
Council TMECC 05 05-A, "Germination and Root Elongation"
Stability shall be 7-mg CO2—C/g OM/day or below in accordance with U S
Composting Council TMECC 05 08-B "Carbon Dioxide Evolution Rate"
8 The compost product shall originate from orgarnc waste as defined in WAC
173 350 as "Type 1 Feedstocks", "Type 2 Feedstocks", and/or "Type 3
Feedstocks" The Contractor shall provide a list of feedstock sources by
percentage in the fmal compost product
9 The Engineer may also evaluate compost for maturity using U S Composting
Councd TMECC 05 08-E "Solvita� Maturity Index" Fme compost shall score a
number 6 or above on the Solvita� Compost Maturity Test Medwm and
coarse compost shall score a 5 or above on the Solvita� Compost Maturity
Test
9 Compost Approval
This section's title is revised to read
9-14.4(8)A Compost Submittal Requirements
The first sentence in this section up untd the colon is revised to read
The Contractor shall submit the following information to the Engineer for approval
Item No 2 in the first paragraph is revised to read
2 A copy of the Solid Waste Handling Permit issued to the manufacturer by the
Jurisdictional Health Department in accordance with WAC 173-350 (Mmimum
Functional Standards for Solid Waste Handling) or for biosolid composts a copy of
the Coverage Under the General Permit for Biosolids Management issued to the
manufacturer by the Department of Ecology in accordance with WAC 173-308
(Biosolids Management)
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Revised 1/7/2013
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9-14.5(1) Polyacrylamide (PAM)
The third sentence is replaced with the following finro new sentences
The minimum average molecular weight shall be greater than 5-mg/mole The charge
density shall be no less than 15 percent and no greater than 30 percent
9-14.5(2) Erosion Control Blanket
This section mcludmg title is deleted in its entirety and replaced with the following
9-14.5(2) Biodegradable Erosion Control Blanket
Biodegradable erosion control blankets shall be made of natural plant fibers, and all
nettmg material, if present, shall biodegrade within a life span not to exceed 2 years
The Contractor shall provide independent test results from the National Transportation
Product Evaluation Program (NTPEP) meeting the requirements of Section 9-14 5(2)B,
9-14 5(2)C and 9-14 5(2)D
9-14.5(2)A Approval and Acceptance of Biodegradable Erosion Control
Blankets
The erosion control blanket may be selected from the Qualified Products List, or
submitted using a Request for Approval of Materials (RAM) in accordance with
Section 1-06 Erosion control blankets may be accepted by the Engmeer based on
the modified acceptance criteria when materials are selected from the QPL The
modified acceptance cnteria are defined in the QPL for each material
9-14 5(2)B Biodegradable Erosion Control Blanket for Slopes Steeper than
3:1 (H.�
Table 6
Properties ASTM Test Method Requirements for Slopes
Steeper than 3•1
Protecting ASTM D 6459 C factor = 0 04 maximum for
Slopes from cumulative R-Factor<231
Rainfall-Induced Soil tested shall be sandy
Erosion loam as defined by the
NRCS"'*
Soil Te�ure Triangle
Mass Per Unit ASTM D 6475 7 6 oz /sq yd minimum
Area
Light ASTM D 6567 44 % maximum
Penetration
Tensde Strength ASTM D 6818 10 0 x 6 0 pounds/inch minimum
MD x XD*
Tensile ASTM D 6818 38% x 33% maximum
Elongation MD x
XD*
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AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Revised 1/7/2013
Page 43
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'MD is Machine Design and XD is Cross Direction
`*Natural Resource Conservation Services
9-14.5(2)C Biodegradable Erosion Control Blanket for Slopes Flatter than
3.1(H:�
Table 7
Properties ASTM Test Method Slope Flatter than 3:1
Requirements
Protecting ASTM D 6459 C factor = 0 15 maximum for
Slopes from cumulative R-Factor<231
Rainfall-Induced Sod tested shall be sandy
Erosion loam as defined by the
NRCS**
Sod Texture Triangle
Mass Per Unit ASTM D 6475 7 6 oz /sq yd mirnmum
Area
Light ASTM D 6567 40% maximum
Penetration
Tensile Strength ASTM D 6818 6 5 x 2 3 pounds/inch minimum
MD x XD*
Tensde ASTM D 6818 38% x 33% maximum
Elongation MD x °
XD*
*MD is Machine Design and XD is Cross Direction
**Natural Resource Conservation Services
9-14.5(2)D Biodegradable Erosion Control Blanket for Ditches
Table 8
Properties Test Method Requirements
Performance in ASTM D 6460 Limitmg Shear (T�, = 2 0 psf
Protecting Sod tested shall be sandy minimum
Earthen loam as defined by the
Channels from NRCS** Limiting Velocity (V�, = 7 5
Stormwater- Sod Texture Triangle ft/sec flow min�mum
induced Erosion
Mass per Urnt ASTM D 6475 7 4 oz / sq yd minimum
Area
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Revised 7/7/2013
Page 44
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Light ASTM D 6567 65 % maximum
Penetration
Tensile Strength ASTM D 6818 9 6 x 3 2 Ibs/inch minimum
MD x XD*
Tensile ASTM D 6818 38% x 33% maximum
Elongation MD x
XD*
*MD is Machine Design and XD is Cross Direction
**Natural Resource Conservation Services
9-14.5(4) Geotextile Encased Check Darro
This section including title is revised to read
9 Check Dams
All materials used for check dams shall be non-toxic and not pose a threat to wddlife
when installed
This section is supplemented with the following new sub-sections
9 Biodegradable Check Dams
Biodegradable check dams shall meet the following requirements
Biodegradable Check Dams Materials
Wattle Check Dam 9-14 5(5)
Compost Sock Check Dam 9-14 5(6)
Coir Log Check Dam 9-14 5(7)
The Contractor may substitute a different biodegradable check dam as long as it
complies with the following and is approved by the Engineer
1
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Made of natural plant fiber
Netting if present shall be biodegradable
9 Non Check Dams
Non-biodegradable check dams shall meet the following requirements
1 Geotextde materials shall conform to section 9-33 for silt fence
2 Other such devices that fulfill the requirements of section 9-14 5(4) and shall
be approved by the Engineer prior to installation
9 Description
In item No C in the fourth paragraph, "22-mch" is revised to read "2-inch"
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Revised 1/7/2013
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1 9-16 AP9
2 Section 9-16, Fence and Guardrail
3 January 7, 2013
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9 Post Material for Chain Link Fence
The first paragraph is revised to read
Except as noted otherwise, post material shall conform to the requirements of AASHTO
M 181, Type 1(zinc-coated steel), Grade 1 or 2, and shall include all round and roll-
formed material (line posts, brace posts, end posts, corner posts, and pull posts)
The last sentence in the fourth paragraph is deleted
9 Tension Wire and Tension Cable
This section including title is revised to read
9 Tension Wire
Tension wire shall meet the requirements of AASHTO M 181 Tension wire galvanizing
shall be Class 1
9 Fittings and Hardware
The second sentence in the first paragraph is deleted
The last paragraph is deleted
9 Approval
This section is deleted
9 Approval
This section is deleted
9 Wire Mesh
This section is revised to read
The galvanized wire mesh shall be a Style 1 double-twisted hexagonal mesh
conforming to ASTM A 975 with 8 by 10 opernng, except when a colorized, polyvinyl
chloride coating is reqwred then the Style shall be a Style 3
The longitudinal edges of the wire mesh fabnc shall have knuckled selvedges with
continuous selvedge wire as specified in ASTM A 975
9 Wire Rope
This section is revised to read
Wire rope shall be �/- inch-diameter, independent wire rope class (IWRC) 6x19, extra
improved plow steel (EIP) wire rope galvarnzed in accordance with ASTM A1023 Each
lot of wire rope shall be accompanied by a Manufacturer's Certificate of Compliance, a
mdl certificate, and a test report showing the wire rope meets the mirnmum breaking
force requirements of ASTM A 1023
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Revised 1/7/2013
Page 46
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9-16.4(4) Hardware
This section is revised to read
Weldless steel rings shall be drop-forged steel and heat treated after forging, have a
single pull, workmg load limit of at least 10,000 Ibs, and meet perFormance requirements
of Federal Specification RR-C-271 D Type VI
Thimbles required for all wire rope loops shall be standard weight, galvanized, and meet
performance requirements of Federal Specification �F-T-276b Type II
Wire rope clips shall have drop-forged steel bases, be galvanized, and meet
performance requirements of Federal Specification FF-C-450 Type I Class 1
9 Hog Rings and Tie Wire
This section mcluding title is revised to read
9-16.4(5) Fasteners and Lacing Wire
Fasteners shall consist of 11 gauge high tensde steel Lacing wire shall consist of 9
gauge, zinc-coated steel wire conformmg to ASTM A 641
9 Grout
This section mclude title is deleted
9-16.4(7) Anchor
This section includmg title and section number is revised to read
9 Ground Anchors
Threaded bar ground anchors shall be deformed, continuously threaded, steel
re�nforcement bars conforming to either Section 9-07 2 or Section 9-07 11 Threaded
bar ground anchors shall be either epoxy-coated m accordance with Sections 6-
02 3(24)H and 9-07 3 or galvarnzed after fabrication in accordance with ASTM A 767
Class I
Hollow-core anchor bars shall have continuous threads/deformations and be fabricated
from steel tubing conforming to ASTM A 519 Couplers and nuts shall provide 100% of
the guaranteed m�nimum tensde strength of the hollow core anchor bars
Bearing plates shall conform to ASTM A 572 Grade 50 and shall be galvanized after
fabncation in accordance with AASHTO M 111 Nuts shall conform to either AASHTO M
291 Grade B, hexagonal, or Section 9-07 11 Nuts shall be galvarnzed after fabrication
m accordance with AASHTO M 111 for plate washers and AASHTO M 232 for all other
hardware
Grout for ground anchors shall be Grout Type 2 for Nonshrmk Applications, conforming
to Section 9-20 3(2)
Concrete for soil anchor deadmen shall be either commercial concrete conformmg to 8
Section 6-02 3(2)B or Class 3000 conforming to Section 6-02
Steel reinforcing bars for sod anchor deadmen shall conform to Section 9-07 2, and
shall be epoxy-coated in accordance with Sections 6-02 3(24)H and 9-07 3
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Revised 117/2013
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9 Posts
This section is revised to read
Line posts for Types 1 and 2 glare screens shall be 2 inch inside diameter galvarnzed
steel pipe with a nominal weight of 3 65 pounds per linear foot End, corner, brace, and
pull posts for Type 1 Design A and B and Type 2 shall be 2'/z inch inside diameter
galvarnzed steel pipe with a nominal weight of 5 79 pounds per linear foot Intermediate
pull posts (braced line posts) shall be as specified for Ime posts
The base mater�al for the manufacture of steel pipes used for posts sha{I conform to the
requirements of ASTM A 53, except the weight tolerance on tubular posts shall be
applied as provided below
Posts provided for glare screen will have an acceptance tolerance on the weight per
linear foot, as specified, equal to plus or minus 5 percent This tolerance wdl apply to
each individual post
All posts shall be galvanized in accordance with AASHTO M 181 Sect�on 32 The
mmimum average zinc coating is per square foot of surface area This area is defined
as the total area inside and outside A sample for computing the average of mass of
coating is defined as a 12-inch piece cut from each end of the galvanized member
9 Cable
This section including title is revised to read
9-16.6(5) Vacant
9-16.6(6) Cable and Tension Wire Attachments
This section includmg title is revised to read
9 Tension Wire Attachments
All tension wire attachments shall be galvanized steel conforming to the requirements of
AASHTO M 232 unless otherwise specified Eye bolts shall have either a shoulder or a
back-up nut on the eye end and be provided with an eye nut where needed or standard
hex nut and lock washer �/-inch diameter for tension wire and of sufficient length to
fasten to the type of posts used Turnbuckles shall be of the shackle end type, '/z inch
diameter, with standard take-up of 6 inches and provided with 9 / inch diameter pms
9 Fabric Bands and Stretcher Bars
The first paragraph is revised to read
Fabric bands shall be % inch by 1 mch nommal Stretcher bars shall be 3 /, 6 inch by �/
inch nominal or 5 /, s inch diameter round bar nominal A 5 /, g inch diameter round
stretcher bar shall be used with Type 1 Nommal shall be construed to be the area of
the cross section of the shape obtained by multiplymg the specified width by thickness
A variation of mmus 5-percent from this theoretical area shall be construed as "nominal"
size All shall be galvarnzed to meet the requirements of ASTM F 626
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Revised 1/7/2013
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1 9-18 AP9
2 Section 9-18, Precast Traffic Curb and Block Traffic Curb
3 August 6, 2012
4
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This section's title is revised to read
9-18 Precast Traffic Curb
9-18.3 Block TrafFc Curb
This section mcluding title is revised to read
9-18.3 Vacant
9-20 AP9
Section 9-20, Concrete Patching Material, Grout, and Mortar
January 2, 2012
9-20.3(3) Grout Type 3 for Unconfined Bearing Pad Applications
This section is revised to read
Grout Type 3 shall be a prepackaged matenal meetmg the requirements of ASTM C
928 — Table 1, R2 Concrete or Mortar
9 Grout Type 4 for Multipurpose Applications
In the third sentence of the first paragraph, the reference "0 40" is revised to read "0 45"
9-23 AP9
Section 9-23, Concrete Curing Materials and Admixtures
April 2, 2012
9-23.2 Liquid Membrane-Forming Concrete Curing Compounds
In the first paragraph, "moisture loss" is revised to read "water retention"
9-28 AP9
Section 9-28, Signing Materials and Fabrication
September 17, 2012
9-28.14(2) Steel Structures and Posts
"AASHTO M 291" is revised to read "ASTM A 563"
9-29 AP9
Section 9-29, Illumination, Signal, Electrical
January 7, 2013
9-29.1(4) Non-Metallic Conduit
This section is supplemented with the following new sub
9 Deflection Fittings
Deflection Fittings for use with rigid PVC conduit shall be as described in 9-29 1(2)A
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Rev�sed 1/7/2013
Page 49
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9 Junction Boxes, Cable Vaults, and Pull Boxes
The section is supplemented with the following
The Contractor shall perForm quality control inspection The Contracting Agency
intends to perform Quality Assurance Inspection By its inspection, the Contracting
Agency intends only to verify the quality of that Wo�lc This inspection shall not relieve
the Contractor of any responsibility for identifying and replacmg defective material and
workmanship Prior to the start of production of the precast concrete urnts, the
Contractor shall advise the Engineer of the production schedule The Contractor shall
give the Inspector safe and free access to the Work If the Inspector observes any
nonspecification Work or unacceptable quality control practices, the Inspector wdl
advise the plant manager If the corrective action is not acceptable to the Engineer, the
unit(s) wdl be re�ected
9 Standard Duty and Heavy Junction Boxes
The third paragraph is deleted and replaced with the following new paragraphs
The Contractor shall provide shop drawmgs for all components, mcluding the concrete
box, and Lid and the shop drawings shall show placement of reinforcing steel The
shop drawing shall be prepared by (or under the direct supervision ofl a Professional
Engmeer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or
Structural, and each sheet shall carry the following
Professional Engineer's ongmal signature, date of signature, original seal,
registration number, and date of expiration
�
3
The initials and dates of all participatmg design professionals
Clear notation of all revisions mcludmg identification of who authorized the
revision, who made the revis�on, and the date of the revision
4 Design calculations shall carry on the cover page, the Professional Engineer's
original signature, date of signature, original seal, registration number, and
date of expiration
For each type of �unction box, or whenever there is a change to the �unction box design,
a proof test, as defined m this Specification, shall be performed and new shop drawmgs
submitted
9 Standard Duty Junction Boxes
The sub-paragraph's titled "Concrete Junction Boxes" are revised to read
Concrete Junction Boxes
The Standard Duty Concrete Junction Box steel frame, lid support, and lid shall be
painted with a black paint contairnng rust mhibiters or painted w�th a shop applied,
inorganic zinc primer in accordance with Section 6-07 3, or hot-dip galvanized in
accordance with AASHTO M 111 All Standard Duty Concrete Junction Boxes placed m
sidewalks, walkways, and shared-use paths shall have slip-resistant surfaces Slip-
reisistant lids and frames shall be hot dip galvanized
Concrete used m Standard Duty Junction Boxes shall have a mmimum compressive
strength of 6,000 psi when reinforced with a welded wire hoop, or 4,000 psi when
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Rewsed 1/7/2013
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reinforced with welded wire fabric or fiber reinforcement The frame shall be anchored to
the box by welding headed studs g/8 by 3 inches long, as specified in Section 9-06 15, to
the frame The wire fabnc shall be attached to the studs and frame with standard tie
practices The box shall contam ten studs located near the centerline of the frame and
box wall The studs shall be placed one anchor m each corner, one at the middle of
each width and two equally spaced on each length of the box
Matenals for Type 1, 2, and 8 Concrete Junction Boxes shall conform to the followmg
Materials Requirement
Concrete Section 6-02
Reinforcing Steel Section 9-07
Fiber Reinforcing ASTM C 1116, Type III
Lid ASTM A 786 diamond plate steel
Slip Resistant Lid ASTM A 36 steel
Frame ASTM A 786 diamond plate steel or ASTM
A36 steel
Slip Resistant Frame ASTM A 36 steel
Lid Support ASTM A 36, or ASTM A1011 Grade SS
Handle & Handle support ASTM A 36 steel or ASTM A1011 Grade
CS or SS
Anchors (studs) Section 9-06 15
ASTM F 593 or A 193, Type 304 or 316, or
Bolts, Studs, Nuts, Stainless Steel grade 302, 304, or 316
Washers - steel m accordance with approved shop
drawin
Locking and Latching �n accordance with approved shop
Mechanism Hardware drawings
and Bolts
9 Heavy Duty Junction Boxes
The section is revised to read
Heavy-Duty Junction Boxes shall be concrete and have a minimum vertical load rating
of 46,000 pounds without permanent deformation and 60,000 pounds without fadure
when tested m accordance with Section 9-29 2(1)C
The Heavy-Duty Junction Box steel frame, lid support and lid shall be pamted with
a �{� applied, inorgarnc zinc
Materials for Type 4, 5, and 6 Concrete Junction Boxes shall conform to the following
Materials Requirement
Concrete Section 6-02
Reinforcing Steel Section 9-07
ASTM A 786 diamond plate steel, rolled
Lid from plate complying with ASTM A 572,
rade 50 orASTM A 588, and havm a
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Revised 1/7/2013
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min CVN toughness of 20 ft-Ib at 40
de rees F
Frame and stiffener ASTM A 572 grade 50 or ASTM A 588, both
plates with mm CVN toughness of 20 ft-Ib at 40
de rees F
Handle ASTM A 36 steel or ASTM A 1011 Grade
CS or SS
Anchors (studs) Section 9-06 15
Bolts, Studs, Nuts, ASTM F 593 orA 193, Type 304 or 316, or
Washers Stainless steel grade 302, 304, or 316 m
accordance with a roved sho drawin
Hinges and Lockmg and In accordance with approved shop
Latching Mecharnsm - drawings
Hardware and Bolts
The lid stiffener plates shall bear on the frame, and be milled so that there is full even
contact, around the perimeter, between the bearmg seat and lid stiffener plates, after
fabrication of the frame and lid The bearmg seat and lid perimeter bar shall be free from
burrs, dirt, and other foreign debris that would prevent solid seating Bolts and nuts shall
be liberally coated with anti-seize compound Bolts shall be mstalled snug tight The
bearing seat and lid perimeter bar shall be machined to allow a minimum of 75 percent
of the bearing areas to be seated with a tolerance of 0 0 to 0 005 inches measured with
a feeler gage The bearing area percentage wdl be measured for each side of the lid as
it bears on the frame
9 Testing Requirements
The first paragraph is revised to read
The Contractor shall provide for testing of �unction boxes, cable vaults and pull boxes
Junction boxes, cable vaults and pull boxes shall be tested by an independent materials
testing facdity, and a test report issued documenting the results of the tests performed
The second paragraph is revised to read
For concrete �unction boxes, vaults and pull boxes, the independent testing laboratory
shall meet the requirements of AASHTO R 18 for Qualified Tester and Verified Test
Equipment The test shall be conducted in the presence of a Professional Engineer,
licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural,
and each test sheet shall have the Professional Engmeer's origmal signature, date of
signature, original seal, registration number, and date of expiration One copy of the test
report shall be furnished to the Contracting Agency certifying that the box and cover
meet or exceed the loadmg requirements for a concrete �unction box, and shall mclude
the followmg information
Product identification
2 Date of testing
3 Description of testing apparatus and procedure
4 All load deflection and fadure data
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Rewsed 1/7/2013
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5
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7
Weight of box and cover tested
Upon completion of the required test(s) the box shall be loaded to failure
A brief descnption of type and location of fadure
The third paragraph is revised to read
For non-concrete �unction boxes the independent testing laboratory shall meet the
requirements of AASHTO R 18 for Qualified Tester and Verified Test Equipment The
test shall be conducted in the presence of a Professional Engineer, licensed under Title
18 RCW, State of Washmgton, in the branch of Civd or Structural, and each test sheet
shall have the Professional Engineer's original signature, date of signature, original
seal, registration number, and date of expiration One copy of the test report shall be
furnished to the Contractmg Agency certifying that the box and cover meet or exceed
the loading requirements for a non-concrete �unction box, and shall include the following
information
Product identification
2 Date of testing
3 Description of testing apparatus and procedure
4 All load deflection data
5 Weight of box and cover tested
The first paragraph following the title "Testing for the Standard Duty Non-Concrete
Junction Boxes" is revised to read
Non-concrete Junction Boxes shall be tested as defined m the ANSI/SCTE 77-2007 Tier
15 test method with test load minimum of 22,500 Ibs in addition, the Contractor shall
provide a Manufacture Certificate of Compliance for each non-concrete �unction box
installed
9 Standard Duty and Heavy Cable Vaults and Pull Boxes
This section is revised to read
Standard Duty and Heavy-Duty Cable Vaults and Pull Boxes shall be constructed as a
concrete box and as a concrete lid The lid for the Heavy-Duty and Standard Duty Cable
Vaults and Pull Boxes shall be mterchangeable and both shall fit the same box as
shown in the Standard Plans
The Contractor shall provide shop drawings for all components, including concrete box,
Cast Iron Ring, Ductile Iron Lid, Steel Rmgs, and Lid In addition, the shop drawings
shall show placement of remforcing steel, knock outs, and any other appurtenances
The shop drawing shall be prepared by or under the direct supervision of a Professional
Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or
Structural, and each sheet shall carry the following
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Revised 1/7/2013
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Professional Engineer's original signature, date of signature, original seal,
registration number, and date of expiration
The initials and dates of all participating design professionals
Clear notation of all revisions mcluding identification of who authorized the
revision, who made the revision, and the date of the revision
4 Design calculations shall carry on the cover page, the Professional Engmeer's
original signature, date of signature, original seal, registration number, and
date of expiration
For each type of box or whenever there is a change to the Cable Vault or Pull box
design, a proof test, as defined in this Specification, shall be perFormed and new shop
drawings submitted
9 Standard Duty Cable Vaults and Pull Boxes
This section is revised to read
Standard Duty Cable Vaults and Pull boxes shall be concrete and have a mirnmum load
rating of 22,500 pounds and be tested in accordance with Section 9-29 2(1)C for
concrete Standard Duty Junction Boxes
Concrete for standard duty cable vaults and pull boxes shall have a mmimum
compressive strength of 4,000 psi The lid frame shall be anchored to the vault/box
concrete lid by weldmg headed studs �/8 by 3 inches long, as specified in Section 9-
06 15, to the frame The wire fabnc shall be attached to the studs and frame with
standard tie practices The vault/box concrete lid shall contam ten studs located near
the centerline of the frame and wall Studs shall be placed one anchor m each corner,
one at the middle of each width and finro equally spaced on each length of the vault/box
The steel frame, lid support, and lid shall be painted with a black paint contairnng rust
inhibiters or painted with a shop applied, inorgarnc zinc primer in accordance with
Section 6-07 3 or hot-dip galvarnzed in accordance with ASTM M 111
All Standard Duty Cable Vaults and Pull Boxes placed m sidewalks, walkways, and
shared-use paths shall have slip-resistant surfaces The steel frame, lid support, and lid
for the Standard Duty Cable Vaults and Pull Boxes shall be hot-dip galvarnzed
Materials for Standard Duty Cable Vaults and Pull Boxes shall conform to the following
Materials Requirements
Concrete Section 6-02
Reinforcing Steel Section 9-07
Lid ASTM A 786 diamond plate steel
Slip Resistant Lid ASTM A 36 Steel
Frame ASTM A 786 diamond plate steel or ASTM
A 36
Slip Resistant Frame ASTM A 36 Steel
Lid Support ASTM A 36 Steel, orASTM A 1011 Grade
SS
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Revised 1/7/2073
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Handle & Handle ASTM A 36 steel or ASTM A 1011 Grade
Su ort CS or SS
Anchors (studs) Section 9-06 15
Bolts, Studs, Nuts, ASTM F593 orA 193, type 304 or 316, or
Washers Stainless steel grade 302, 304, 316 per
a roved sho drawin
Hmges and Lockmg
Mechanism Hardware Per approved shop drawings
and Bolts
9 Heavy Cable Vaults and Pull Boxes
This section is revised to read
Heavy-Duty Cable Vaults and Pull Boxes shall be constructed of concrete having a
minimum compressive strength of 4,000 psi, and have a minimum vertical load ratmg of
46,000 pounds without permanent deformation and 60,000 pounds without failure when
tested in accordance with Section 9-29 2(1)C for Heavy-Duty Junction Boxes
Materials for Heavy Duty Cable Vaults and Pull boxes shall conform to the followmg
Materials Requirements
Concrete Section 6-02
Reinforcing Steel Section 9-07
Cover Section 9-05 15(1)
Ring Section�9-0515(1) �
Anchors (studs) Section 9-06 15
ASTM F 593 or A 193, Type 304 or 316, or
Bolts, Nuts, Washers Stamless steel grade 302, 304, 316 in
accordance with a roved sho drawin
9 Slip Base Hardware
"AASHTO M 291" is revised to read "ASTM A 563"
9 Foundation Hardware
"AASHTO M 291" is rewsed to read "ASTM A 563"
9-29.10 Luminaires
The third paragraph is revised to read
All luminaires shall be provided with markers for positive identification of light source
type and wattage Markers shall be 3 inches square with Gothic bold, black 2-inch
legend on colored background Background color shall be gold for high-pressure
sodium and red for metal halide, and white for mduction light sources Legends shall be
sealed with transparent film resistant to dust, weather, and ultraviolet exposure
9 Decorative Luminaries
The second sentence m the third paragraph is deleted
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Rev�sed 1/7/2013
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9 Auxiliary Equipment for NEMA Controllers
In the first paragraph, item number's 8-13 are renumbered to read 9-14 respectfully
Item number 7 in the first paragraph is revised to read
7 A"Display Panel" when noted in the Contract The display panel shall depict a
generic eight-phase operation The panel shall be mounted on the mside of the
front cabinet door and the mounting shall be of a design that allows positioning of
the panel in four orientations 90 degrees from each other The mountmg shall be
removable without use of any tools Incandescent red, yellow, green, walk and
don't walk indicator lights shall be provided for each phase The indicator lights
shall be connected to the assoaated field terminals The connecting cable shall be
long enough to allow for any mountmg orientation No diodes wdl be allowed m the
display panel A means of disconnecting all wiring entering the panel shall be
provided Switches shall be provided on the panel w�th labels and functions as
fouoWs
a
�•7
c
Display On — Signal mdicator lamps wdl display the operation of the
intersection
Test — All indicator lamps shall be energized
Display Off — All signai indicator lamps shall be de-energized
The following new numbered item is inserted after item number 7
8 A"Detector Panel", as specified m Section 9-29 13(7)D, shall be installed The
panel shall be mounted on the inside of the front cabinet door The detector panel
shall be constructed as a single unit Detector switches with separate operate, test,
and off positions shall be provided for each field detector mput circuit A high
intensity light emitting diode (LED) shall be provided for each switch The lamp
shall energize upon vehicle, pedestrian or test switch actuation The test switch
shal! provide a spring loaded momentary contact that wdl place a call into the
controller When in the OFF position, respective detector circuits will be
disconnected In the operate position, each respective detector circuit shall operate
normally Switches shall be provided on the panel with labels and functions as
follows
a
�
Display On — Detector indicator lights shall operate consistent with their
respective switches
Display Off — detector indicator lights shall be de-energized
A means of disconnecting all wiring entermg the panel shall be provided The
disconnect shall include a means to �umper detection calls when the display panel
is disconnected All switches on the panel shall be marked with its associated Plan
detector number All markers shall be permanent
9-29.13(7)E Type 170E, 170E-HC-11, 2070, 2070 Lite, ATC Controller Cabinets
The following new title is inserted after the fifth sentence in the first paragraph
AMENDMENTS TO THE 2072 STANDARD SPECIFICATIONS BOOK
Rewsed 1/7/2013
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9-29.13(7)F Ramp Meter, Traffic Data, and Warning Sign Cabinets
9-29.16(1)A1 Conventional Optical Systern
This section's title is revised to read
9-29.16(1)A1 Non-LED Optical System
9-29.16(1)D1 Electrical - Conventional
This section's title is revised to read
9-29.16(1)D1 Electrical — Non-LED
9-29.20 Pedestrian Signals
This section is revised to read
Pedestrian signals shall be Light Emitting Diods (LED) type
The LED pedestrian s�gnal module shall be operat�onally compatible with controllers
and conflict morntors The LED lamp unit shall contain a disconnect that will show an
open switch to the conflict morntor when less than 60 percent of the LEDs in the urnt are
operational
The Pedestrian signal heads shall be on the QPL or the Contractor shall submit a
Manufacturer's Certificate of Compliance, in accordance w�th Standard Spec�fication 1-
06 3, with each type of signal head The certificate shall state that the lot of pedestnan
signal heads meet the following requirements
All pedestrian signal heads shall be a Walk/Don't Walk module with a
countdown display
2 All pedestrian displays shall comply with the MUTCD and ITE publication ST
011 B, VTCSH2 or current ITE Specification and shall have an incandescent
appearance The Contractor shall provide test results from a Nationally
Recognized Testmg Laboratory documenting that the LED display conforms to
the current ITE and the following requirements
a All pedestrian signals supplied to any one pro�ect shall be from the same
manufacturer and type but need not be from the same manufacturer as
the vehicle heads
b Each pedestrian signal face shall be a single unit housing with the signal
indication size, a nominal 16 inch x 18 mch with side by side symbol
messages with countdown display
c Housings shall be green polycarbonate or die-cast aluminum and the
aluminum housings shall be painted with finro coats of factory applied
traffic signal green enamel (Federal Standard 595-14056) All hinges and
latches and interior hardware shall be stainless steel
3 Optical units for traff�c s�gnal displays shall conform to the following
AMENDMENTS TO THE 2072 STANDARD SPECIFICATIONS BOOK
Revised 1/7/2013 Page 57
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a Pedestrian "RAISED HAND" and "WALKING PERSON" modules shall be
the countdown display type showing the time remainmg in the pedestrian
change mterval When the pedestrian change interval is reduced due to a
programming change, the display may contmue to show the previous
pedestrian change interval for one signal cycle During the following
pedestrian change interval the countdown shall show the revised time, or
shall be blank In the event of an emergency vehicle preemption, during
the following finro cycles, the display shall show the programmed
pedestrian change interval or be blank In the event the controller is put in
stop time during the pedestrian change interval, durmg the following two
cycles the display shall show the programmed clearance or be blank In
the event there is radroad preempt dunng the pedestnan change mterval,
during the following finro cycles the display shall show the programmed
clearance or be blank Light emitting diode (LED) light sources having the
incandescent appearance are required for Portland Orange Raised Hand
and the Lunar White Walking Person
C�7
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C
Voltage The operating voltages sha{I be befinreen 85 VAC and 135 VAC
Temperature Temperature range shall be -35° F to +165° F
LED pedestrian heads shall be supplied with Z crate visors Z crate visors
shall have 21 members at 45 degrees and 20 horizontal members
9 Neon Grid Type
This section is deleted
9 Senrice Cabinets
In the first paragraph, the lettered items A-J are re-lettered to read B-K respectFully
The first paragraph is supplemented with the following new lettered item
A Display an arc flash warning label that meets the requirements of ANSI Z535
9 Amplifier, Transformer, and Terminal Cabinets
In item No 2 C,"Transformer 23 1 to 12 5 KVA" is revised to read "Transformer 3 1 to 12 5
KVA" and the height column value of 40" is revised to read "48n
The first and second sentences in the first paragraph are revised to read
Amplifier and terminal and transformer cabmets shall be NEMA 3R and the following
Item number 5 is revised to read
5 All cabmets shall provide a gasketed door flange
Item number 7 is revised to read
7 Insulated terminal blocks shall be 600 volt, heavy-duty, barrier type The termmal
blocks sha11 be provided with a fiefd-side and a control-side connector separated by
a marker strip One spare 12-position insulated terminal block shall be installed in
each terminal cabinet and amplifier cabinet
AMENDMENTS TO TFtE 2012 STANDARD SPECIFICATIONS BOOK
Revised 1/7/2013
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Item number 8 is revised to read
8 Each non-pad mounted Terminal, Amplifier and Transformer cabinet shall have 1/4
inch drain holes m back corners Each pad mounted Terminal, Amplifier and
Transformer cabinet shall drain to a sump and through a 3/8 inch diameter drain
pipe to grade as detaded in the Standard Plans
Item number 10 is revised to read
10 Transformer cabinets shall have two separate compartments, one for the
transformer and one for the power distribution circuit breakers Each compartment
shall be enclosed with a dead front Each breaker shall be labeled with the device
name by means of a screwed or riveted engraved name plate
9-34 AP9
Section 9-34, Pavement Marking Material
April 2, 2012
9-34.2 Paint
The second paragraph is revised to read
Blue and black paint shall comply with the requirements for yellow paint in Section 9-
34 2(4) and Section 9-34 2(5), with the exception that blue and black paints do not need
to meet the requirements for titanium dioxide, directional reflectance, and contrast
ration
AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK
Revised 1/7/2073
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PART III
SPECIAL PROVISIONS
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INTRODUCTION TO THE SPECIAL PROVISIONS
�*****�
The work on this pro�ect shall be accomplished �n accordance �nnth the Standard Spec�ficat�ons for Road,
Bndge and Mun�cipal Construct�on, 2012 ed�tion, as �ssued by the Washington State Department of
Transportat�on (WSDOT) and the American Public Works Associanon (APWA), Washington State Chapter
(hereafter "Standard Specifications") The Standard Specificahons, as modified or supplemented by the
Amendments to the Standard Specificarions and these Special Provisions, all of which are made a part of
the Contract Documents, shall govern all of the Work
These Special Provis�ons are made up of both General Special Provisions (GSPs) from various sources,
wh�ch may have pro�ect-specific fill-ins, and pro�ect-specific Special Provisions Each Prov�sion e�ther
supplements, modifies, or replaces the comparable Standard Specificarion, or is a new Provision The
delehon, amendment, alteration, or add�non to any subsect�on or porhon of the Standard Spec�ficanons is
meant to pertain only to that panc�ular portion of the sechon, and in no way should �t be interpreted that
the balance of the sechon does not apply
The pro�ect-specific Spec�al Prov�sions are not labeled as such The GSPs are labeled under the headers of
each GSP, �nnth the date of the GSP and rts source, as follows
(May 18, 2007 APWA GSP)
(August 7, 2006 WSDOT GSP)
(April 7, 2007 C�ty of Bremerton GSP)
- C�ty of Bremerton GSPs are ►nd►cated by the characters (*****)
- C►ty of Bremerton new sect�ons are indicated by the text (NEW SECTION)
Also �ncorporated �nto the Contract Documents by reference are the following documents The
Contractor shall obtain copies of these publ�cabons, at Contractor's own expense
Manual on Un�form Traffic Control Dev�ces for Streets and Highways, currently adopted edrtion,
�nnth Washington State modificanons, if any
- Standard Plans for Road, Bridge and Mun�c�pal Construcdon, WSDOT/APWA, current edition
- City of Bremerton Standards for Work m the R�ght-of-Way (available at
http //www ci bremerton wa us/d�splay php��d=424
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Eastsrde Beach Marn Replacement
March 2013
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SPECIAL PROVISIONS - TABLE OF CONTENTS
DIVISION 1 GENERAL- REQUIREMENTS .............................................................................. 7
, 1-01 DEFINITIONS AND TERMS . .. 7
1-013 Definitions . ... . . . . .. . . 7
1-02 1 Prequalification of Bidders .. . . . 10
' 1-02 2 Plans and Specificanons . . .. . . . . . . 10
1-02 5 Proposal Forms . . . . . . . 10
1-02 6 Preparation of Proposal . . . . . .. .. . 11
' 1-02 7 Bid Deposit . . .. . 11
1-02 8 Non-Collusion Declaration . . .. . 12
� 1-02 9 Delivery of Proposal : . : . . . . 12
1-02 13 Irregular Proposals 12
1-02 14 Disqualificahon of Bidders . . .. .. 13
� 1-02 15 Pre Award Information . . .. .. . 14
1-02 16 Addenda and Interpretahons of Documents (NEW SECTION) . 15
1-03 AWARD AND EXECUTION OF CONTRACT . . . .. 15
, 1-03 1 Consideration of Bids : : . . . . . . 15
1-03 2 Award of Contract 15
1-03 3 Execution of Contract . .. .. . . . . .. 15
' 1-03 4 Contract Bond . :: : : . . : . . 16
1-03 7 )udicial Review 1�
1-04 SCOPE OF WORK . . . -- • . • • 17
' 1-0412 Phased Notice to Proceed (NEW SECTION) . . . 17
1-05 CONTROL OF WORK • 18
1-05 3 Plans and Working Dra�nnngs. . .. .. . . 18
' 1-05 4 Conformity with and Deviahons from Plans and Stakes . 18
1-05 5 Submittals (NEW SECTION) 19
1-05 5(1) General . . . . . ... . . 19
' 1-05 5(2) Contractor's Responsibilit�es . . . . : . . . .. . 20
1-05 5(3) Request for Substitution or Deviation . 20
1-05 5(4) Categories of Submittals . . . .. 21
' 1-05 5(5) Submittal Transmittal Procedure : . . .. . 22
1-05 5(6) Submittal Review Procedure 23
1-05 5(7) Required Submittals . .. . .. . . . . . .. . 23
' 1-05 7 Removal of Defect�ve and Unauthorized Work .. .. . 25
1-0510 Guarantees . ... . 26
1-05 11 Final Inspection . . . . .. . . . .26
' 1-05 11(1) Substantial Complehon Date .. . . 26
1-05 11(2) Final Inspection and Physical Complet�on Date . . 27
1-05 16 Water and Power (NEW SECTION) . . .. . 27
/ 1-0517 Oral Agreements (NEW SECTION) . . .... 27
1-06 CONTROL OF MATERIAL . . - 27
' C�ty of Bremerton March 2013
Eastsrde Beach Marn Replacemettt SP - 3
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1-06 1 Approval of Materials Prior To Use ... . ..
1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC .. .
1-071 Laws to be Observed . . . .. . .. .
1-07 2 State Sales Tax .. . .
1-07 2(1) State Sales Tax — Rule 171 . . .. .
1-07 2(2) State Sales Tax — Rule 170 . . .
1-07 2(3) Services . . .. . . . . . . .
1-07 5 Environmental Regulat�ons . .. . .
1-07 5(2) State Department of Wildlife and Fisheries .. . .. .
1-07 6 Permits and Licenses . . ... ..
1-07 9(5) Required Documents . . . .. .. . . . .
1-0716 Protect�on and Restorarion of Property . .. .. ... . . . .
1-07 16(1) Lot Corners or Permanent Control Points (NEW SECTION) .
1-0716(2) Preconstruction Photographs (NEW SECTION) .. . ..
1-0717 Uhlities and Similar Facilities.. . . . . . . . .. . . . . .
1-07 17(3) Underground Ut�lit�es (NEW SECTION) .. . ..
1-07 17(4) Contractor's Responsibility for Unlity Properties & Services (NEW
SECTION) . . . . . . . .
1-0717(5) List of Utility Owners .. . . . . . . .
1-07 18 Public Liability and Property Damage Insurance .. . .
1-0718 Insurance . . . . . . . . .
1-0718(1) General Requirements . . . .. . . .
1-0718(2) Additional Insured . . . . . . ... .
1-0718(3) Subcontractors . . . . . . .
1-0718(4) Evidence of Insurance . . .. . . .
1-0718(5) Coverages and Limits . . . . ... . .
1-07 23 Public Convenience and Safety . .. . ... ..
1-07 23(1) Construction Under Traffic . . .. .
1-07 23(2) Construction and Maintenance of Detours ... .. .
1-07 24(1) Staging Area and Beach Access via Land (NEW SECTION) .
1-07 24(2) Opt�onal Use of Lions Park West Parkmg Lot (NEW SECTION) .
1-07 28 Potennal for Contaminated Soils (NEW SECTION) .. .. .
1-07 29 Asbestos-Cement Pipe Handling and Disposal (NEW SECTION) ..
1-07 30 Permitting Agency Requirements for Construction on the Beach (NEW
SECTION) . . . . .. . .
1-08 PROSECUTION AND PROGRESS . . .. .. . .
1-08 0 Preliminary Matters . . . .. .. . .
1-08 0(1) Preconstruction Conference .. . . .
1-08 0(2) Hours of Work . . . . . . .. . . .
1-08 0(3) Reimbursement for OT Work of Contrachng Agency Employees
1-08 0(4) Weekly Construct�on Meetings (NEW SECTION) .. ..
1-08 0(5) Other Meetings (NEW SECTION) . . . .
1-08 0(6) Construction Constraints and Work Sequence (NEW SECTION) .
1-08 3 Progress Schedule . . . . . .. . .. . .
1-08 3(1) General Requirements . . . .
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March 2013
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1-08 3 (2) Progress Schedule Types . . . . . . . . 47
1-08 4 Not�ce to Proceed and Prosecution of the Work . .. . . 47
1-08 5 Time of Complet�on . . . 48
1-08 9 Liquidated Damages . . . . .. . . . .. 48
1-09 MEASUREMENT AND PAYMENT .. . . . 48
1-09 1 Measurement of Quantiries . . .. . 48
1-09 1(1) Quanhty Reporting Requirements (NEW SECTION) . 48
1-09 6 Force Account . . .. . .. .. . . . . 49
1-09 6(1) Force Account Repoi Requirements (NEW SECTION) . 49
1-09 7 Mobilization . . .. . . . . 50
1-09 8 Payment for Material on Hand .. .. . . 50
1-09 11(3) Time Limitation and Jurisdiction . .. . .. .. 51
1-09 13(3) Claims $250,000 orless . . 51
1-0913(4) Procedures to Pursue Arbitration . . . . 51
1-10 TEMPORARY TRAFFIC CONTROL ... . 52
1-101 General . . . . . . . 52
1-101(2) Descript�on .. . . . . . . 53
1-10 2 Traffic Control Management .. .. .. . . . 53
1-10 2(1) General . . . . . . . .. . . . . . 53
1-10 2(2) Traffic Control Plans .. . . . 54
1-10 3 Traffic Control Labor, Procedures and Devices .. . 54
1-10 3(3) Traffic Control Devices . . . .. . .. 54
1-10 4 Measurement . . . . . .. 55
1-10 5 Payment . . . . . . 55
DIVISION2 EARTHWORK .................................................................................................... 56
2-01 CLEARING, GRUBBING AND ROADSIDE CLEANUP . 56
2-011 Descriphon . . . . . 56
2-012(1) Disposal Method No 1- Open Burning . 56
2-012(2) Disposal Method No 2- Waste Site . . .. 56
2-013 Construct�on Requirements . .. . . . 56
Z-013(4) Cleanup and Restorahon . . . . . . . . 56
2-014 Measurement . . . .. ... . . . . .. ... . 57
2-015 Payment - 57
2-04 HAUL . . . . 57
2-04 4 Measurement . . . . . . . 57
2-04 5 Payment . .. . . . . . . . . 57
2-07 WATERING . . .. . - - 57
2-071 Descript�on . . • - -- 57
2-07 5 Payment . . . . .. . . 57
SECTION 2-09, STRUCTURE EXCAVATION . . . . 58
2-091 Descriphon . . . . 58
2-09 3 Construction Requirements . . . 58
2-09 3(1) General Requirements .. .. . . 58
2-09 3[4) Construction Requirements, Structure Excavat�on, Class B . 58
2-09 4 Measurement . . . . . 59
C:ry of Bremerton March 2013
Easuuie Beach Ma:n Replacement SP - S
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2-09 5 Payment . . . . . . ... . 59
DIVISION4 BASES ................................................................................................................. 60
4-04 BALLAST AND CRUSHED SURFACING . . . .. 60
4-041 Descript�on . . . . . 60
4-04 4 Measurement . . . . . . . . . .. 60
4-04 5 Payment . . . . . . . ................ 60
DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS .................................. 61
5-04 HOT-MIX ASPHALT . . . . . . . . . . 61
5-041 Descript�on . . . . . . . . .. . 61
5-04 4 Measurement. . . . .. . .. . 61
5-04 5 Payment . . . . . . . . . .. .. .. . .. 61
DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER
MAINSAND CONDUITS ............................................................................................................. 62
7-08 GENERAL PIPE INSTALLATION REQUIREMENTS . .. .... 62
7-08 2 Materials .. .. . . .. . . . . . .. . . . 62
7-08 3 Construchon Requirements . . . . . .. . . .. . 62
7-08 4 Measurement . . . . 64
7-08 5 Payment . .. . . . . . . . . . . . . 64
7-17 SANITARY SEWERS . . . . . . . 64
7-171 Descriphon .. . . . . . . . 64
7-17 2 Materials .. .. . . . . . . . . . . 65
7-17 3 Construct�on Requirements .. . . . . . . . . 65
7-17 4 Measurement . .. . . . . . . 70
7-17 5 Payment . . . . . . . .. . . 70
DIVISION 8- MISCELLANEOUS CONSTRUCTION .................................................................. 72
8-01 EROSION CONTROL . . . 72
8-013 Construction Requirements . . . . . 72
8-014 Measurement. . . . . . . . . . 73
8-015 Payment . . . . . . . . . .. . . 73
8-05 BEACH MITIGATION AND CLEANUP (NEW SECTION) ... 73
8-051 Description. . . . .. . . . .73
8-05 2 Materials . . . . .. . . .. . . . 73
8-05 3 Construction Requirements . . . . . . . 73
8-05 4 Measurement. . . . .. . . . . . 75
8-05 5 Payment . . .. .. . . ............... 75
DIVISION9 - MATERIALS ........................................................................................... 76
9-05 DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS ... 76
9-05 23 Descripnon . . . . .. . .. . 76
Crty of Bremerton March 2013
Easts:de Beach Ma:n Replacement SP - 6
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, DIVISION 1
1-01
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1-01.3
�*****�
GENERAL REQiJIREMENTS
DEFINITIONS AND TERMS
Definrtions
This Sect�on ►s supplemented w►th the following
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All references in the Standard Specificanons to the terms "State", "Department of Transportahon",
"Washington State Transportahon Comm�ss�on", "Commission', "Secretary of Transportat�on", "Secretar}�',
"Headquarters', and "State Treasurer" shall be revised to read "Contrachng Agenc�'
All references to "State Matenals Laborator}�' shall be revised to read "Contracring Agency designated
location"
The venue of all causes of achon ar�sing from the adverhsement, award, execuhon, and performance of the
contract shall be in the Supenor Court of the County where the Contrachng Agenc�s headquarters are
located
Alternate
One of two or more units of work or groups of bid rtems, identified separately in the proposal, from which the
ContracUng Agency may make a choice between different methods or material of construction for
performmg the same work.
City
The word "City" shall mean the City of Bremerton, Department of Public Works and Uriliries, 3027 Olympus
Dnve, Bremerton, Washington, 98310
Commission, Washington State Transportation Commission
Subshtute the follo�nnng
The words "Commission" or "Washington State Transportation Commission" shall refer to the Crty of
Bremerton C�ty Council
Contract Documents
See defimt�on for "Contract"
Contract Time
The penod of t►me established by the terms and condirions of the contract �nnthm which the work must be
substanrially complete The contract t�me is m calendar days
Contracting Agency
The C�ty of Bremerton, Deparmient of Public Works and Unlibes, 3027 Olympus Dnve, Bremerton,
Washington, 98310 acting through rts legally const�tuted officials, agents, officers, or employees, is
respons�ble for the execution and administration of the Contract.
' Crty of Bremerton
Easu:de Beach Marn Replacement
March 2013
SP-7
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Dates
Bid Opening Date
The date on which the Contrachng Agency publicly opens and reads the bids
Award Date
The date of the formal dec�sion of the Contracring Agency to accept the lowest responsible and
responsive b►dder for the work
ContractExecution Date
The date the Contracring Agency officially bmds the agency to the contract
Notice to Proceed Date
The date stated in the Norice to Proceed on wh�ch the contract bme begins
Substantial Completion Date
The day the Engineer determines the Contrachng Agency has full and unrestncted use and benefit of the
faciliries, both fi the operational and safety standpoint, and only minor inc�dental work, replacement
of temporary substrtute facilines, or correchon or repair remams for the phys►cal compleUon of the total
contract
Physical Completion Date
The day all of the work is physically completed on the pro�ect All documentarion required by the
contract and required by law does not necessanly need to be furmshed by the Contractor by this date
Completion Date
The day all the work specified �n the contract �s completed and all the obligat�ons of the Contractor under
the contract are fulfilled by the Contractor All documentarion required by the contract and required by
law must be furmshed by the Contractor before establishment of this date
Final Acceptance Date
The date on wh�ch the Con�acting Agency accepts the work as complete
Department, Department of Transportation
Subsritute the follo�nnng
The words "Department" or "Department of Transportabon" shall mean the C�ty of Bremerton,
Department of Public Works and Uril�t�es, 3027 Olympus Drive, Bremerton, Wash�ngton, 98310
Engineer
Subsritute the followmg
The word "Eng�neer" shall mean the City of Bremerton Crty Engineer and his/her authonzed
representahves
Force Account Work
Additional work that may be required because of Crty-d�rected changes in the work, differing srte condiUons,
emergencies or other reasons that the Engmeer determmes is not included in the Contract umt pr�ces, and
for which payment is to be determined as requ�red by Sechons 1-04 and 1-09 of th�s Contract Force Account
Work shall be authonzed only by written Work Change D�recdve issued by the Engmeer
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Imported Material
Matenals obtamed from sources outside the pro�ect srte that are not furnished by the C�ty Matenais
excavated from anywhere on the pro�ect or from designated borrow areas, or that are furmshed by the C�ty,
shall not be considered imported matenal
Laboratory
Delete th�s defin�hon and subsritute the followmg
The word "Laboratory" shall mean the official laboratones of the C�ty of Bremerton, or other laboratones
the City of Bremerton authonzes to test work, soils, and matenals
Notice of Award
The wntten norice from the Contrachng Agency to the successful b�dder sigmfying the Contrachng Agency's
acceptance of the bid
Notice to Proceed
The wntten norice from the Contrachng Agency or Engineer to the Contractor authorizmg and directzng the
Contractor to proceed with the work and establishing the date on wh�ch the contract Ume begins
Owner
The City of Bremerton, Department of Public Works and UtiliUes, 3027 Olympus Dnve, Bremerton,
Wash�ngton, 98310 achng through rts legally consbtuted officials, agents, officers, or employees, �s
responsible for the execurion and admimstraUon of the Contract.
Plans
Add the follo`nnng
Plans consist of drawmg sheets ritled "Easts�de Beach Main Replacement", dated March 2013, mcluded in
Appendix F titled `Contract Plans'
Provide
The word "provide" shall be understood to mean "furmsh and mstall, complete in-place "
Secretary, Secretary of Transportation
Subshtute the following
All reference to the words "Secretary" or "Secretary of Transportanon" shall mean the Crty of Bremerton
Crty Council, Mayor or their authorized representarives
State
Subshtute the following
The word "State" shall mean the C�ty of Bremerton Department of Public Works and Uhl�ties, 3027
Olympus Drive, Bremerton, Washmgton, 98310 When m reference to a State law or code, "State" shall
remain m effect
Traffic
Both vehicular and non-vehicular traffic, such as pedestrians, b�cycl�sts, wheelchairs, and equestrian traffic
Work Change Directive
A written order issued by the Engineer directmg a change in the design, specificarions, quant►t�es,
mater�als or methods of the work A Work Change Direchve may, or may not, alter the Contract Price or
Contract T�me
' C:ty of Bremerton
Eastsuie Beach Ma:n Replacement
March 2013
SP-9
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1-02 BID PROCEDURES AND CONDITIONS
1-02.1 Prequalification of Bidders
Qanuary 24, 2011 APWA GSP)
Delete thrs Sect�on and replace it w�th the following
Before award of a public works contract, a b�dder must meet at least the mimmum qual�ficat�ons of RCW
39 04 350(1) to be considered a responsible bidder and qualified to be awarded a public works pro�ect
1-02.2
�*****�
Plans and Specifications
Delete th►s section and replace �t wrth the followmg
Informarion as to where Bid Documents can be obtained or reviewed can be found in the Noncmg
Inv�ttng Bids
After award of the contract, plans and specificarions will be issued to the Contractor at no cost as detailed
below
To Prime Contractor No. of Sets Basis of Distribuhon
Reduced plans (11" x 17") 5 Furnished automatically upon
award
Contract Provisions 5 Furnished automahcally upon
award
Large plans (e g, 22" x 34") 2 Furnished only upon request
Addihonal plans and Contract Provisions may be obtamed by the Contractor from the source stated �n the
Norice Inviring Bids
1-02.5 Proposal Forms
Qune 27, 2011 APWA GSP)
Delete this section and replace �t with the following
The Proposal Form will identify the pro�ect and �ts location and descr�be the work It will also list
esnmated quantihes, umts of ineasurement, the items of work, and the materials to be furmshed at the
umt bid pr�ces The bidder shall complete spaces on the proposal form that call for, but are not l�m�ted to,
unit prices, extens�ons, summarions, the total bid amount, s�gnatures, date, and, where applicable, retail
sales taxes and aclrnowledgment of addenda, the bidder's name, address, telephone number, and
signature, the bidder's D/M/WBE comm�tment, �f appl�cable, a State of Wash�ngton Contractor's
Registration Number, and a Bus�ness License Number, �f applicable Bids shall be completed by typing or
C:ty of Bremerton
Eastsrde Beach Marn Replacement
March 2013
SP-10
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shall be pnnted in ink by hand, preferably �n black ink The requ�red cerhficarions are included as part of
the Proposal Form
The Contracnng Agency reserves the right to arrange the proposal forms w�th alternates and addirives, if
such be to the advantage of the Contracring Agency The b�dder shall bid on all alternates and addirives
set forth in the Proposal Form unless otherwise spec�fied
1-02 6 Preparat�on of Proposal
Qune 27, 2011 APWA GSP)
Supplement the second paragraph w�th the following
4 If a minimum bid amount has been established for any item, the unrt or lump sum pr�ce must
equal or exceed the m�nimum amount stated
5 Any correct�on to a bid made by interlinearion, alteration, or erasure, shall be init�aled by the
signer of the b�d
Delete the last paragraph, and replace ►t wrth the followrng
The Bidder shall make no shpularion on the B�d Form, nor qualify the bid in any manner
A b�d by a corporation shall be executed in the corporate name, by the president or a vice president (or
other corporate officer accompamed by evidence of authorrty to s�gn)
A bid by a partnership shall be executed in the partnership name, and signed by a partner A copy of the
partnersh�p agreement shall be subm�tted wrth the Bid Form if any D/M/WBE requ�rements are to be
satisfied through such an agreement
' A b�d by a�oint venture shall be executed in the �oint venture name and be signed by a member of the
�oint venture A copy of the �o�nt venture agreement shall be submitted w�th the Bid Form if any
D/W/MBE requirements are to be sarisfied through such an agreement
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A bid by a limited liability company shall be executed in the lim�ted liability company name and be s�gned
by a member, accompanied by the enclosed Cernficate of Authorrty to sign, and his/her ntle must appear
under the signature and the official address of the �omt venture must appear below the signature
1 Bid Deposit
(October 1, 2005 APWA GSP)
Supplement th►s sect�on with the following
Bid bonds shall contain the following
1 Contracnng Agency-assigned number for the pro�ect,
2 Name of the pro�ect,
3 The Contracring Agency named as obl�gee,
4 The amount of the bid bond stated either as a dollar figure or as a percentage which
represents five percent of the maximum b�d amount that could be awarded,
' Ctty of Bremerton
Easurde Beach Matn Replacement
March 2013
SP-11
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Signature of the bidder's off�cer empowered to sign official statements The signature of
the person authorized to submit the bid should agree �nnth the signature on the bond,
and the t�tle of the person must accompany the said signature,
The signature of the surety's officer empowered to sign the bond and the power of
attorney
If so stated in the Contract Provisions, bidder must use the bond form included in the Contract Provis�ons
1-02.8
�*****�
Non-Collus�on Declaration
Supplement this sectton with the follow�ng
As a cond�non precedent to award of the Contract for th�s work, the successful bidder shall file a sworn
statement executed by, or on behalf of, the person, associarion, or corporarion that he (they) has (have) not
erther directly or indirectly, entered into any agreement, pardc�pated m any collusion, or otherwise taken any
acdon in restraint of free comperirive b�dding m connechon wnth such Contract
Th�s sworn statement shall be �n the form of an affidavrt executed and sworn to be the successful bidder
before a person who is authonzed by the Laws of this State to admm�ster oaths The or�ginal of such sworn
statement shall be filed with the C�ty Clerk, Crty of Bremerton, pr�or to the award of the contrac�t.
The Non-Collusion Affidav�t �nnll be a part of the B�d Proposal By sigmng this proposal, the b►dder v►nll be
deemed to have signed and agreed to the provisions of the Non-Collusion Affidavit
1-02 9
�*****�
Del�very of Proposal
Delete th�s sect�on and replace with the following
Each proposal shall be submitted only on the blank forms bound m this document, and submitted m a sealed
envelope marked clearly `nnth the pro�ect name Bid packet submitted shall mclude all bid forms listed in the
Bidder Checklist in Part 1
1-02.13 Irregular Proposals
(March 13, 2012 APWA GSP)
Revise item 1 to read
1 A proposal will be cons�dered irregular and will be re�ected �f
a The Bidder is not prequaltfied when so required.
b The authonzed proposal form furmshed by the Contrachng Agency �s not used or is altered,
c The completed proposal form contains any unauthor�zed addirions, deletions, alternate Bids,
or conditions,
d The Bidder adds provisions reserving the right to re�ect or accept the award, or enter into
the Contract,
e A prtce per umt cannot be determ�ned from the Bid Proposal,
C:ty ofBremerton
Eastsrde Beach Marn Replacement
March 2013
SP-12
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The Proposal form is not properly executed,
The Bidder fails to subm�t or properly complete a Subcontractor list, if applicable, as
required in Sect�on 1-02 6,
The Bidder fails to submit or properly complete a Disadvantaged, M�nority or Women's
Bus�ness Enterpr�se Certaficat�on, if applicable, as required in Section 1-02 6,
The Bidder fails to submit written confirmanon from each DBE firm listed on the Bidder's
completed DBE Unlizanon Cerhficanon that they are in agreement with the bidders DBE
parricipanon comm�tment, �f applicable, as required in Section 1-02 6, or if the written
confirmat�on that �s subm�tted fails to meet the requirements of the Special Provisions,
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The Bidder fails to subm�t DBE Good Faith Effort documentation, if applicable, as required �n
Secrion 1-02 6, or if the documentarion that �s submitted fails to demonstrate that a Good
Fa�th Effort to meet the Cond�tion of Award was made,
The Bid Proposal does not consntute a definite and unqualified offer to meet the material
terms of the B�d mv�tat�on, or
u� - �,, .�• � ��� . ,u �-. � _�- ,��- � . • , �n , '• �.• _,•• ,_- .u- �
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Disqualificahon of Bidders
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Delete this Sect�on and replace ►t w�th the follow�ng
A Bidder will be deemed not responsible if
1 The Bidder does not meet the mandatory bidder responsibility criterta in RCW 39 04 350(1), as
amended, or
2 evidence of collusion exists �nnth any other Bidder or potennal Bidder Panc�ipants in collusion v�nll
be restr�cted from submithng further b�ds, or
3 the Bidder, in the opinion of the Contracnng Agency, is not qualified for the work or to the full extent
of the bid, or to the extent that the bid exceeds the authorized prequalificanon amount as may have
been determined by a prequal�ficat�on of the Bidder, or
4 an unsansfactory performance record exists based on past or current Contrachng Agency work or for
work done for others, as �udged from the standpoint of conduct of the work, workmanship, or
progress, aff'irmatave acrion, equal employment opportumty practices, termination for cause, or
Disadvantaged Business Enterpnse, Minor�ty Business Enterpnse, or Women's Bus�ness Enterpnse
ut�lizarion, or
5 there is uncompleted work (Contracting Agency or otherwise), which in the opmion of the
Contrachng Agency m�ght h�nder or prevent the prompt complenon of the work b�d upon, or
6 the Bidder failed to settle bills for labor or mater�als on past or current contracts, unless there are
extenuating circumstances acceptable to the Contrachng Agency, or
7 the Bidder has failed to complete a wrrtten public contract or has been convicted of a crime arising
from a prev�ous publ�c contract, unless there are extenuating circumstances acceptable to the
Contrachng Agency, or
' Cety of Bremerton
Easts:de Beach Maan Replacement
March 2013
SP-13
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8 the Bidder �s unable, financially or otherwise, to perform the work, in the opinion of the Contractmg
Agency, or
9 there are any other reasons deemed proper by the Contrachng Agency
As ev�dence that the Bidder meets the b�dder respons�bil�ty cr�teria above, the apparent two lowest
Bidders may be required to submrt to the Contrachng Agency withm 24 hours of the bid submittal
deadline, documentarion (sufficient m the sole �udgment of the Contrachng Agency) demonstraring
compliance �nnth all appl�cable responsibility critena, mcludmg all documentahon specifically listed in the
supplemental cnteria The Contract�ng Agency reserves the r�ght to request such documentahon from
other B�dders as well, and to request further documentanon as needed to assess bidder responsibility
The basis for evaluation of Bidder compliance `nnth these supplemental cr�ter�a shall be any documents or
facts obtamed by Contrachng Agency (whether from the Bidder or third parhes) which any reasonable
owner would rely on for determ�mng such compliance, mcluding but not limrted to (i) financial,
historical, or operarional data from the B�dder, (n) information obtained directly by the Contracbng
Agency from owners for whom the B�dder has worked, or other public agencies or private enterpr�ses,
and (iii) any addibonal informahon obtained by the Contracting Agency which is bel�eved to be relevant
to the matter
If the Contrachng Agency determines the B�dder does not meet the bidder responsibilrty crrtena above
and is therefore not a responsible Bidder, the Contrachng Agency shall nohfy the Bidder �n wnhng, w�th
the reasons for its determinat�on If the B�dder d�sagrees with this determinahon, �t may appeal the
determ�narion within 24 hours of receipt of the Contracting Agency's determinarion by presenhng �ts
appeal to the Contrachng Agency The Contrachng Agency wnll consider the appeal before issumg its final
determmahon If the final determinahon affirms that the B�dder �s not responsible, the Contrachng
Agency will not execute a contract with any other Bidder unnl at least two business days after the B�dder
determined to be not responsible has received the final determinarion
1-02.15 Pre Award Information
(October 1, 2005 APWA GSP)
Revise this sect�on to read
Before awardmg any contract, the Contrachng Agency may require one or more of these �tems or acUons of
the apparent lowest responsible b�dder
1 A complete statement of the ongm, composition, and manufacture of any ar all materials to be used,
2 Samples of these matenals for quahty and fitness tests,
3 A progress schedule (m a form the Contrachng Agency requires) sho�nnng the order of and Ume
required for the var�ous phases of the work,
4 A breakdown of costs ass�gned to any b�d �tem,
5 Attendance at a conference with the Engmeer or representarives of the Eng►neer,
6 Obtain, and furmsh a copy of, a busmess license to do busmess in the crty or county where the work
�s located
7 A copy of State of Wash�ngton Contractor's Registrat�on, or
8 Any other �nformarion or action taken that �s deemed necessary to ensure that the b�dder is the
Iowest responsible bidder
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C�ty ofBremerton March 2013 '
Eas/stde Beach Mam Replacement SP -14
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1-02.16 Addenda and Interpretaaons of Documents (NEW SECTION)
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No oral interpretahon of the meamng of the plans, specificahons or other pre-bid documents `nnll be made to
� any bidder Every request for such interpretahon shall be submitted m wriring, addressed to the cit}�s
contact person (hsted on the cover page of these contract documents), and to be grven cons�deration, shall be
received at least three (3) worlang days pnor to date fixed for Bid Opemng Any and all such interpretabons
and supplemental �nstruct�ons �nnll be m the form of wntten addenda to the Spec�ficaUons which, �f issued,
� �nnll be mailed or otherwise delivered to each prospechve bidder Failure of any bidder to recerve any such
addendum shall not reheve such b�dder from any obhganon under his bid as submitted All addenda so
�ssued shall become a part of the Contract documents
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AWARD AND EXECUTION OF CONTRACT
1-03.1 Cons�deration of Bids
Qanuary 23, 2006 APWA GSP)
Revise the first paragraph to read
After opening and reading proposals, the Contracting Agency will check them for correctness of
extens�ons of the prices per un�t and the total price If a discrepancy exists between the price per unit
and the extended amount of any bid �tem, the pr�ce per unrt �nnll control If a mimmum bid amount has
been established for any rtem and the bidder's umt or lump sum price is less than the mimmum specified
amount, the Contrachng Agency will umlaterally revise the unit or lump sum price, to the mmimum
specified amount and recalculate the extension The total of extensions, corrected where necessary,
�nclud�ng sales taxes where applicable and such addit�ves and/or alternates as selected by the
Contracnng Agency, will be used by the Contracring Agency for award purposes and to fix the Awarded
Contract Pr�ce amount and the amount of the contract bond
1-03.2
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Award of Contract
Supplement thls section with the following
Th�s contract �s cond�taoned on the City receiving a Hydraul�c Pro�ect Approval (HPA) from the Washington
Department of Fish and Wildlife, and Nataomnnde Permrt #12 from the Umted States Army Corp of Engineers
that permrts the pro�ect as specified �n the contract Therefore, the C�ty �nnll not award the contract unbl these
perm�ts have been issued by the respechve agencies The Crty anric�pates receipt of the permits �n late Apr�l
or early May
The Crty reserves the r�ght to `nnthhold award of the contract and cancel all bids for whatever reason
� 1-03 3
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Execution of Contract
Delete this section and replace w►th the following
The City �nnll mail three copies of the contract to the successful Bidder immediately after award Wrthin bQ
�� C:ry of Bremerton
Easts�de Beach Ma:n Replacement
March 2013
SP-IS
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calendar days from receipt of the contracts, the successful bidder shall return 3 signed or�ginal contracts,
msurance cerhficates as requ�red by Secdon 1-03 8, and a sahsfactory bond as requ�red by law and Secrion 1-
03 4 of these Contract Documents Before execuhon of the contract by the City, the successful bidder shall
provide any pre-award information the City may require under Sechon 1-0215
Unril the C�ty executes a contract, no proposal shall bind the Crty nor shall any work begin v�nthin the pro�ect
lim�ts or wrthin C�ty-furnished s�tes The Contractor shall bear all nsks for any work begun outside such
areas and for any materials ordered before the contract is executed by the City
If the bidder's performance of the requirements of this Sechon is delayed by circumstances beyond the
biddefs control, the Crty may grant up to 20 calendar days of addinonal Ume, provided that the C►ty agrees
that circumstances warrant an extension
1-03.4
�*****�
Contract Bond
Delete th►s section and replace with the follow►ng
The successful bidder shall provide executed contract bonds �n the form of a Performance Bond and a
separate Payment Bond, each for the full contract amount
The Performance Bond bond shall
1 Be on a Contrachng Agency-furnished form,
2 Be s�gned by an approved surety (or sureries) that
a Is registered v�nth the Washmgton State Insurance Comm�ssioner, and
b Appears on the current Authonzed Insurance List m the State of Wash�ngton published by
the Office of the Insurance Commiss�oner,
3 Be cond�boned upon the faithful performance of the contract by the Contractor `nnthm the
prescribed rime,
4 Guarantee that the surety shall mdemmfy, defend, and protect the Contrachng Agency against any
claim of direct or mdirect loss resulring from the failure of the Contractor (or any of the employees,
subcontractors, or lower t►er subcontractors of the Contractor) to faithfully perform the contract
5 Be accomnamed by a nower of attorney for the Suretds officer empowered to sign the bond. and be
signed by an officer of the Contractor emnowered to sign official statements (sole �ronrietor or
nartner). If the Contractor is a corporat�on. the bond must be signed by the �resident or v�ce-
gresident. unless accomnamed by wntten nroof of the authoritv of the �nd�v►dual sigmng the bond to
bind the cornorat�on (i.e.. cor�orate resoluhon. nower of attorney or a letter to such effect by the
president or vice-�residentl.
The Payment Bond shall
1 Be on a Contractmg Agency-furnished form,
2 Be signed by an approved surety (or suret�es) that
a Is registered �nnth the Washington State Insurance Commissioner, and
b Appears on the current Author�zed Insurance List in the State of Wash�ngton published by
the Office of the Insurance Commissioner,
c Guarantee that the surety shall indemnify, defend, and protect the Contractmg Agency
against any cla�m of direct or mdirect loss resulbng from the failure of the Contractor [or
the subcontractors or lower t�er subcontractors of the Contractor) to pay all laborers,
mechamcs, subcontractors, lower rier subcontractors, matenal person, or any other person
who provides supplies or provisions for carry�ng out the work,
3 Be accomaanted by a uower of attorney for the Suretds officer em,�owered to si�n the bond. and
4 Be signed by an officer of the Gontractor empowered to sien official s�tements (sole �ro�netor or
City of Bremerton March 20/3
Eastside Beach Matn Replacement SP -! 6
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�artr�er). If the Contractor is a cotrooranon. the bond must be signed by the pres�dent or v�ce-
preS�dPnr unlPSS accomnamed by wrrtten p�oof of the authoritv of the individual sig�g the bond to
bind the cornorahon (i•e•• cornorate resolution. Fower of attorney or a letter to sLCh effect by th_e
�resident or vice-�residentl.
Supplement with the followrng text
The Performance Bond for th�s pro�ect shall remam in full force and effect for a penod of one (1) year
followmg acceptance by the Crty The bond shall be executed by a surety company authonzed to do business
�nnthin the State of Washmgton and shall be sub�ect to the approval of the City
� 1-03.7
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Judicial Review
Delete all occurrences of "Thurston County" ►n thrs section and replace with "Kitsap County"
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1-04
1-04.2 Coordanaaon of Contract Documents, Plans, Special Provisions
(March 13, 2012 APWA GSP)
Revise the second paragraph to read
Any �nconsistency in the parts of the contract shall be resolved by follownng th�s order of precedence (e g, 1
presiding over 2, 2 over 3, 3 over 4, and so forth)
Addenda,
Proposal Form,
Spec�al Provisions,
Contract Plans,
Amendments to the Standard Specificarions,
Standard SpecificaUons,
Contracting Agency's Standard Plans or Deta�ls (if any), and
WSDOT Standard Plans for Road, Bndge, and Mumc�pal Construchon
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Phased Notice to Proceed (NEW SECTION)
Two (2) separate not�ces to proceed will be issued These are
• Nohce to Proceed Phase 1
• Nohce to Proceed Phase 2
Nodce to Proceed Phase 1 �nnll be issued �mmediately after execunon of the Contrac�t. This Nonce to
Proceed shall conshtute approval to begm material procurement (upon submittal approval),
mobilizanon, construchon of the beach access road and any other work in upland areas
Issuance of Nohce to Proceed Phase 2 conshtutes approval to begin work on the beach in accordance
wrth permit requirements
� C�ty of Bremerton
Easlsute Beach Ma:n Replacement
March 2013
SP-17
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1-05.3
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CONTROL OF WORK
Plans and Working Drav�nngs
Supplement th�s section with the following
;._ �;� �;-- � ���
Prior to acceptance of the completed pro�ect, the Contractor shall furmsh the Engineer one legible and
neatly marked set of full-sized Plans showing any changes �n location, elevation, or configurat�on of the
pipelines and appurtenant valves and fithngs, access roads, manholes, catch basins, srte work, and other
perhnent rtems These Plans shall be kept current during the course of construcnon, kept on site at the
Contractor's s►te office, and be available for review by the Engmeer at all t�mes The Contractor is not
respons�ble to complete record dra�nnngs in electronic format (e g AutoCAD) Record dra�nnngs shall be
updated da�ly and changes occurring on any day shall be entered on the record drawings by noon on the
next worinng day The Contractor and the Eng�neer shall review the record dra�nnngs weekly A pay
submittal shall not be consadered complete or payable ef the record drawings are not current as
required by this session.
No measurement or payment w�ll be made to complete record drawings Record draw�ngs shall be
considered incidental to other bid items
1-05.4
�*****�
Conformity with and Deviations from Plans and Stakes
Supplement this sect�on with the following
The Crty has establ�shed honzontal and venc�al control points and �dentzfied these on the Contract Plans
Copies of the Crty-provided pnmary survey control data are available for the bidder's inspection at the office
of the Pro�ect Engineer
The City �nnll provide the electromc AutoCAD drawmgs v�nth control po�nts and al�gnment to the Contractor
upon request for use in stalang the alignment
The Contractor is responsible for all survey work. If the plans, Standard Specifications, or these Special
Provisions state spec�fic tolerances, the work shall be performed �nnthin those limrts The Eng�neer's dec�sion
on whether the work is m conform�ty shall be final, as provided in Sechon 1-051
The Contractor shall not deviate from the approved plans and worlang drawings unless the Engmeer
approves in wriring
The Contractor shall be respons�ble for semng and mamtaining all ahgnment stakes, slope stakes, and grades
necessary for the construchon of the proposed uhlity and appurtenances, surfacing, paving, channel�zation,
and other surve}nng necessary to complete the work as shown m the Plans and specified in the contr
Except for the survey control data provided by the City, calculat�ons, survey�ng, and measur�ng required for
sethng and mainta�mng the necessary lines and grades shall be the Contractor's responsibilrty The
Contractor will provide the City copies of such calculaUons and stalang data when required by the Engineer
Any stalang requirements for the pro�ect that do not fit field condirions �nnll be reviewed and �f necessary
ad�usted by the Eng�neer Any necessary revision to the stalang mformarion will be prov�ded to the
Cety of Bremerton March 2013
Easts:de Beach Mam Replacement SP -18
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Contractor for use in completing the work
The survey work shall include but not be limrted to the followmg
1 Venfy the pnmary hor�zontal and venc�al control furnished by the Contrachng Agency, and expand
mto secondary control by addmg stakes and hubs as well as addirional survey control needed for the
pro�ect Prov�de descnptions of secondary control to the Contrachng Agency
2 Establish the centerlines of all alignments, by placmg hubs, stakes, or marks on centerlme or on
offsets to centerline at points on the alignments spaced no further than 75 feet and 50 feet through
curves
3 Establ�sh intermediate elevabon benchmarks as needed to check work throughout the pro�ec�t.
4 For all other types of construcrion included �n this provis�on, provide stalang and layout as
necessary to adequately locate, construct, and check the specific construchon achv�ty
The Contractor shall ensure a surve}nng accuracy �nnthm the follov�nng tolerances
Stariomng
Alignment
Drainage/Pipehnes
+/- 0 01 foot
+/- 0 01 foot
alignment +/- 0 1 foot
elevahon +/- 0 01 foot
At the Crty's discrerion, �t may spot check the Contractor's surveying These spot checks v►nll not change the
requirements for normal checkmg and tesUng as described elsewhere, and do not relieve the Con� of
the responsibility of producing a fimshed product that is m accordance with the contract
In all disputes concermng accuracy of lmes and elevabons, the Crty shall be assumed correct and the
Contractor shall correct the discrepancies before construchon work may proceed No additional
compensaUon will be paid for th�s correchve work.
Detailed survey records shall be mamta�ned, mcluding a descnphon of the work performed on each shift, the
methods unlized, and the con� points used The record shall be adequate to allow the survey to be
reproduced
Construcrion Survey Subm�ttals
A. GPS or survey data for the newly mstalled pipelme along centerline, valves, fithngs, bends, air valves,
and other appurtenances GPS accuracy shall be subcenhmeter
No measurement or payment vvill be made for surveymg or l�censed surveymg Surveymg and licensed
surveymg shall be considered mcidental to other bid �tems
� 1-05.5
�*****�
�' 1-05 5(1)
Submittals (NEW SECTION)
General
f � Submrttals covered by these requirements �nclude manufacturers' informaUon, Shop Dra�nnngs, test
� procedures, test results, samples, requests for subsntut�ons, m�scellaneous work-related submittals, and
� records of survey for monument reset Subm�ttals shall also �nclude, but not be hmrted to, all mechamcal,
electncal and electronic equipment and systems, materials, reinforcing steel, fabricated items, schedules,
� Crry of Bremerton
Easu:de Beach Ma:n Replacement
March 2013
SP-19
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plans, pipmg and condurt details, and all other subm►ttals spec�fically listed elsewhere in the Contract
Documents The Contractor shall furnish all drawmgs, specificat�ons, descripnve data, cerdficates, samples,
tests, methods, schedules, and manufacturer's installabon and other �nstrucbons as specifically requ�red in
the Contract Documents to demonstrate fully that the matenals and equipment to be furmshed and the
methods of work comply w�th the provisions and intent of the Contract Documents
1-05.5(2) Contractor's Responsibdities
The Contractor shall be responsible for the accuracy and completeness of the informaUon contamed m each
submittal and shall assure that the mater�al, equipment, or method of work shall be as descnbed m the
submittal The Contractor shall ver�fy that all features of all products conform to the specified requirements
Submittal documents shall be clearly ed►ted to md►cate only those rtems, models, or ser►es of equipment,
which are being submitted for review All extraneous matenals shall be crossed out or otherwise oblrterated
The Contractor shall ensure that there is no conflict `nnth other submritals and noUfy the Crty in each case
where his submrttal may affect the work of another contractor or the City The Contractor shall completely
coordinate submrttals among his subcon� and suppliers mcludmg those submittals compl}nng �nnth
applicable technical sections
The Contractor shall coordinate submittals �nnth the work so that work will not be delayed The Contractor
shall coordinate and schedule d�fferent categor�es of submrttals, so that one �nnll not be delayed for lack of
coord�narion �nnth another No extension of time �nnll be allowed because of failure to properly coordinate,
schedule or provide complete submritals, or not allowmg for sufficient review and processing rime by the
C�ty
The Contractor shall not proceed �nnth any porhon of work related to a subm�ttal until
1 The submrttal process is complete,
2 Contractor has obtamed from the City a subm�ttal marked "No ExcepUons Taken", "Make
Corrections Noted" or "Product Data/Not Reviewed"
The Contractor shall cernfy on each submittal document that he has reviewed the subm�ttal, venfied field
condirions, and complied v�nth the Contract Documents by s�gnmg and daring the submrttal transmittal form
The Contractor may author�ze in wnring a material or equ�pment supplier to deal directly `nnth the Crty �nnth
regard to a submrttal These deal�ngs shall be limrted to contract mterpretarions to clarify and exped�te the
work In such cases, the Contractor �s not absolved from h�s responsibiliries defined herein
1 Request for Substitution or Deviaaon
Whenever matenals or equ�pment are indicated �n the Contract Documents by using the name of a
propnetary �tem or the name of a panc�ular Supplier, the nammg of the rtem or supplier is mtended to
establ�sh the type, funcrion, and quality required Unless expressly stated otherwise, matenals or equ�pment
of other suppliers may be accepted �f sufficient informataon is subm�tted by the CONTRACTOR to allow the
ENGINEER to determine that the matenal or equipment proposed is equivalent or equal to that named
The Contractor shall bear all actual costs incurred by the Crty associated v�nth review of a proposed
subst�turion or deviat�on regardless of whether the subsbtut�on or deviarion is ulrimately approved by the
Crty
Requests for subsrituUon or deviation for other equipment or matenal shall be in writ�ng and shall be
accompamed �nnth sufficient informat�on to permrt the C�ty to ►dentify the nature and scope of the request
Informarion to be provided along with the request shall include
1 All submittal informaUon required for the specified equipment, mcluding all deviarions from the
specified requirements necessrtated by the proposed subsritunon
Crty of Bremerton March 2013
Eastsrde Beach Marn Replacement SP - 20
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2 Matenals of construchon, includmg material specificabons and references
3 Performance data, including performance curves and guaranteed power consumphon, over the
range of specified operahng condihons
4 D�mens�onal dra�nnngs, sho�nnng required access and clearances, mcluding any changes to the work
required to accommodate the proposed subsUturion or deviation
5 Where controls are a part of the proposed subsritut�on or dev�ahon, piping, process and
instrumentarion draw►ngs (PIDs), produced m the pro�ect format and �nnth pro�ect-specific symbols,
along w�th control descriprions
6 Where controls spec�fied in the pro�ect manual require modificarion to accommodate the proposed
subst�tubon or deviarion, piping, process and �nstrumentanon drav�nngs (PIDs), produced m pro�ect
format and wrth pro�ect-specific symbols, w�th all required modificat�ons clearly highhghted
7 Informat�on and performance charactensrics for all system components and ancillary devices to be
fizrnished as a part of the proposed subsUtuUon or dev�arion
8 Reproduc�ble contract dra�nnngs, marked up to illustrate the alterarions to all structural,
arch►tectural, mechamcal, electrical, and HVAC systems required to accommodate the proposed
subsbtubon or deviahon
9 A l�st of installahons of the proposed subsrituhon or dev�abon ind�caUng applicabon, locarion, owner
and date of first use
� Upon receipt of written apphcahon for subst�turion or deviat�on from the Contractor, including the
mformarion specified above, the City �nnll estimate the cost of evaluaring the request and present the esbmate
to the Contractor The Contractor is advised that the esrimate is based upon the best informarion available to
� the C�ty at the time, however, the actual cost, based on hme and expense, `nnll be documented and applied m
the final analysis of the subst�turion or dev�abon request If the Contractor �nnshes to proceed with the
request, he shall advise the C�ty in wr�Ung and submrt sufficient add�nonal mformarion as may be requested
by the Crty No evaluanon will take place unt�l such rime as the Contractor has agreed to the est�mate m
� wnbng and has authonzed the Crty to deduct the actual cost of the evaluabon from monthly progress
payments due the Contractor
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1-05.5(4) Categories of Submittals
Shop Dra�nnngs Per Sechon 1-061
Samples Per SecUon 1-061
Administrarive Submittals Submrttals that are not Shop Dra�nnngs or Samples, or that do not reflect qual�ty of
product or method of construcrion May �nclude, but not be limrted to
1 Applicarions for payment
2 Construchon photographs
3 Progress reports
4 Progress schedules
5 Schedule of values
6 Schedule of esrimated progress payments
7 Traimng matenals
8 Traming schedules
�� C:ty ojBremerton
Easlsute Beach Marn Replacement
March 2013
SP-21
1 l+
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9 Submrttals required by laws, regulahons, and governing agenc�es
Qual�ty Control Subm�ttals May mclude, but not be limrted to
1 Manufacturer's instruchons
2 Cerhficates/Cerhficat�ons
a Manufacturer's
b [nspection
c Govermng Agenc�s
3 Manufacturer s field service reports
4 Manufacturer's test reports
5 Operation and mamtenance data
6 Operation and maintenance manuals
7 Qual�ty control plan
8 Reports (inspechon and test)
9 Statements of qualificahons
10 Test specimens
Submittals (Product Data) for Informanon Only Required Subm�ttals (Product Data) for Informahon Only
are not sub�ect to submrttal retnew procedures and shall be prov�ded where specified as part of the work
under this contract and rts acceptabilrty determined under normal mspection procedures
1-05.5(5) Submittal Transmittal Procedure
When the Contract Documents requ�re a subm�ttal, the Contractor shall submit the specified �nformarion to
the designated City representatave via e-mail m Adobe PDF format
Unless otherwise specified, submrttals shall be accornpamed by transmittal forms to be prov�ded by City A
separate form shall be used for each specific rtem, class of matenal, equipment, and �tems specified m
separate, discrete sechons, for which the submittal is requ�red The form shall be signed by the Contractor's
review or authonzed representative Submrttal documents common to more than one piece of equipment
shall be identified �nnth all the appropnate equipment numbers Submrttals for vanous rtems shall be made
�nnth a single form when the �tems taken together consbtute a manufacturer's package or are so funchonally
related that expediency �ndicates checlang or rev�ew of the group or package as a whole
A umque number, sequenrially assigned, shall be noted on the transm�ttal form accompanying each item
submitted Or►gmal submittal numbers shall have the follo�nnng format "XXX", where "XXX" is the sequent�al
number assigned by the Contractor Resubmittals shall have the following format "X}IX-Y", where "X}IX" is
the originally assigned submrttal number and "Y" �s a sequentral letter assigned for resubmittals, i e, A, B, or C
bemg the is� 2nd, and 3rd resubmrttals, respecdvely Submittal 025-B, for example, is the second
resubmittal of subm�ttal Q25
Submittals which are mcomplete and/or do not have all the mformat►on required to be submitted, includ�ng
but not limrted to a signed and dated submrttal transmittal form, and copy of marked-up specifications
and/or dra�nnngs when spec�fied , are not acceptable and �nnll be returned �nnthout rev�ew All submrttal
informahon prov►ded by subcontractors shall be transmitted through the Contractor and shall bear the
Cety ofBremerton March 20/3
Eastsrde Beach Matn Replacement sP - 22
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1-05.5(6) Submittal Review Procedure
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Unless othetw�se specified, �nnthin 14 calendar days after receipt of a submittal for review and comment, the
City shall review the submrttal and return the rev�ewed copy with the transmrttal cover sheet via e-mail m
Adobe PDF format
1 If the rev�ew mdicates that the matenal or equipment compl�es �nnth the proJect manual, subm�ttal
copies will be marked "NO EXCEPTIONS TAKEN " In this event, the Contractor may begin to
incorporate the matenal or equipment covered by the submrttal
2 If the review mdicates limrted corrections are required, cop�es v►nll be marked "MAKE
CORRECTIONS NOTED " The Contractor may begin mcorporating the matenal and equipment
covered by the subm�ttal �n accordance �nnth the noted correchons Where submittal informabon
�nnll be incorporated in 0&M data, a corrected copy shall be provided
3 If the review reveals that the subm�ttal is msufficient or contains incorrect data, copies will be
marked "AMEND AND RESUBMIT " Except at his own r�sk, the Contractor shall not undertake work
covered by this submittal unhl rt has been revised, resubm�tted and returned marked either "NO
EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED "
4 If the review md�cates that the matenal, equipment, or work method does not comply with the
Contract Documents, cop�es of the submittal �nnll be marked "REJECTED - SEE REMARKS "
Submittals �nnth deviarions which have not been idenrified clearly may be re�ected Except at his own
nsk, the Contractor shall not undertake the work covered by such submrttals unril a new submrttal is
made and returned marked e�ther "NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED "
5 If the review �nd�cates that the subm�ttal is Product Data or a Required Submittal (Product Data) for
Informanon Only the submittal `nnll be marked "PRODUCT DATA/NOT REVIEWED Acceptabilrty of
the matenal, equipment, or work shall be determmed under normal �nspecrion procedures
1-05.5(6)A Effect of Review of Contractor's Submittals
Review of drav�nngs or mformarion regarding materials or equipment the Contractor proposes to prov�de,
shall not relieve the Contractor of his responsibil�ty for errors there�n and shall not be regarded as an
assumption of nsks or liabil�ty by the Crty, or by any delegated representat�ve, officer or employee thereof,
and the Contractor shall have no claim under the contract on account of the failure, or partial failure, of
mater�al, or equipment so reviewed A mark of "NO EXCEPTIONS TAI�N" or "MAKE CORRECTIONS NOTED"
shall mean that the City has no ob�ecdon to the Contractor, upon his own responsibil�ty, using the plan or
method of work proposed, or providmg the matenals or equ�pment proposed
Approval of shop draw�ngs or other submittals by the City �s only for general conformance v►nth the design
concept of the product and general compl�ance �nnth the Contract Documents Any achon required is sub�ect
to the requ�rements of the Plans and Specificahons The Contractor is responsible for dimensions wh�ch shall
be confirmed and correlated at the �ob srte, coord�nanon of h�s work vv�th that of all other trades, and the
sat�sfactory performance of his work.
i� 1-05.5(7) Required Submittals
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The Contractor shall provide the Crty all required submittals idenrified m the Special Provisions and Standard
Specificabons Sechons, or shown on Contract Plans, which shall mclude, but not be limrted to
�� Crty of Bremerton
Eastsrde Beach Ma:n Replacement
March 2013
SP-23
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1-05.5(7)A Submittals for the Pre-construction Conference
The follo�nnng rtems shall be submitted at the pre-construchon conference pnor to the Notice to Proceed For
each ►tem, submrt 3 hard cop�es and an electromc copy on a CD-ROM disk.
1. Gon�actor's �d S�bcontracto_r's Gontact Informatzon - Names and 24-hour contact telephone
numbers of contractor's and each subcontractor's key personnel identified m Standard
Specificarions Section 1-0513 Electron�c copy shall be m MS Word
2. Contractors Labor Classifiicat�ons and Rates. Classificanon of all workers to be employed by the
Contractor and rts subcontractors m the work, excluding the Contractor's Supenntendent and
General Foremen (if any), and, straight-t�me and overhme Weighted Wage Rates for each subm�tted
labor classificarion, computed as required in Standard Specificanon Sechon 1-09 6 Update and
resubmrt the enhre labor class�ficaUon file whenever worker classificat�ons are changed, added or
deleted Electronic copy shall be �n MS Excel
3. Gontractor's E��nment G1assLficabons and IZtPs Make and model of each rtem of equipment
and small tools to be employed by the Contractor and rts subcontractors �n the work, and, worlang
and standby (idle) hourly rates for each submitted rtem of equ�pment, computed as requ�red by
Standard Specificahon Sechon 1-09 6 and the AGC/WSDOT Equipment Rental Rate Agreement
referenced there�n Update and resubm�t this entire equipment classification file whenever
equipment or small tools class�fications are changed, added or deleted Electronic copy shall be in MS
Excel
4 Gontractor's Proeress Sched�e (Type Bl. Progress schedule �denrified in Special Provisions
Secrion 1-08 3(2)A. Formatshall be Pr►mevera SureTrak or MS Pro�ect
5. Gost bre�kdown for l�tnn s�m itPms. if annlic?ble.
� . y 1 1 1 I. �. e�S 1 .1 ..!.I'
a Percentage value of work assigned
b Prmc�pal contact(s)
c Address
d Telephone and fax numbers
-- '1 ( . � ' !� _ '. Y. '. �, • • � �_ � �_ . � _!_ '. � �_ i�_ K 1 � ...1.! ' 1 ►.
1-05.5(7)B Construction Subm�ttals
The follo�nnng rtems shall be submitted, as applicable, at least three weeks pnor to the associated
construchon achvrty to allow ample hme for rev�ew and resubmrttal if necessary
- Catalog mformataon and data sheets for all mater�als to be installed on pro�ect
- Traming cerhficates for asbestos-abatement workers
- Bypass Piping Plan
- Connection Plans
- Erosion Control Plans
- Mobilizahon and Stagmg Plan
- Temporary Traffic Control Plans
- Certificahon for Traffic Control Supervisor (TCS)
C:ty of Bremerton March 2013
Easts:de Beach Mam Replacement SP - 24
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- Shor�ng Plans
- Manufacturer's cerhficarion for trench boxes to be uttlized
- Records of survey for monument reset
- Any other construchon-related submittal identtfied elsewhere in ttie Contract Documents
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Addihonal Administrahve Submittals
The follo�nnng administrat�ve submittals shall be submitted when noted
- Retainage account mformation - Submit prior to first invoice �
- Intent to Pay Preva�ling Wage Rates for prime contractor and subcontractors - Submtt pr►or to
�ssuance of Notice to Proceed '
- Cerrified Payrolls -'Submit weekly �
- Affidav�t of Wages Pa�d - Subm�t upon complehon of Work
- Addirional submittals where �denhfied in the Contract Documents and as requested by the Engineer
1 Removal of Defective and Unauthorized Work
(October 1, 2005 APWA GSP)
Supplement this sect�on with the follow�ng
�( If the Contractor fails to remedy defecrive or unauthor�zed work wrth�n the nme specified �n a wr�tten
i; � nonce from the Engmeer, or fails to perform any part of the work required by the Contract Documents,
�� the Engineer may correct and remedy such work as may be idennfied in the written norice, wrth
Contracting Agency forces or by such other means as the Contracnng Agency may deem necessary
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If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an
emergency situation, the Engineer may have the defective and unauthortzed work corrected immediately,
have the re�ected work removed and replaced, or have work the Contractor refuses to perform completed
by us�ng Contracting Agency or other forces An emergency s�tuanon �s any situabon when, �n the op�mon
of the Engineer, a delay m its remedy could be potentially unsafe, or might cause senous nsk of loss or
damage to the pubhc ' �
Direct or �ndirect costs mcurred by the Contracting Agency attributable to correcring and remedying
'defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the
Contractor Payment will be deducted by the Engineer from momes due, or to become due, the
Contractor Such direct and indirect costs shall include in panc�ular, but wrthout limrtahon,
compensarion for addrtional professional services required, and costs for repa�r and replacement of work
of others destroyed or damaged by correct�on, removal, or replacement of the Contractor's unauthorized
work �
No ad�ustment in contract tame or compensarion will be allowed because of the delay �n the performance
of the work attributable to the exercise of the Contracnng Agency's rights provided by th�s Secrion
The r�ghts exercised under the provisions of this secnon shall not dimimsh the Contracting Agenc�s right
to pursue any other avenue for add�tional remedy or damages �nnth respect to the Contractor's failure to
perform the work as required ' � ;
C:ry of Bremerton
Easts�de Beach Marn Replacement
March 2013
SP-25
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1-07.16(2) Preconstrucdon Photographs (NEW SECTION)
The Crty will take preconstruction photographs �mmediately prior to construction imtiarion �n order to
prov�de a substanriated record of the cond�non of existmg improvement These photographs shall be
cons�dered as �ndicative of the nature of the onginal improvements in determining the adequacy or
madequacy of restorabon
In add�non, the Contractor may also wish to document the exisnng condirions for themselves m the event
of a claim situat�on from an ad�acent property owner
1-07.17 Uhlities and Similar Facilities
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Supplement th►s sect�on by ►nsert�ng the followmg new sections
1-07.17(3) Underground Utihtaes (NEW SECTION)
Known util�ties and structures ad�acent to or encountered m the work are shown on the dra`nnngs The
locahons shown are based upon ex�sring records and the best informat�on available from ex�snng ut►lity
plans However, there may be some d�screpancies and omiss�ons �n the locabons and quanhnes of
uriliUes and structures shown Those shown are for the convenience of the Contractor, and no
responsibility is assumed by erther the City or the Engmeer for the accuracy of their locanon, existence or
completeness
No excavanon shall commence until underground fac�lrties have been located
Contractor shall use reasonable care, including precisely locaring known underground factlit►es If an
unidenrified underground facility is encountered, the excavator shall cease digging in the vic�nity and
not�fy the Engineer, City and the affected facility owner In case there is damage, the excavator shall,
addit�onally, take publ�c safety measures, if required Damaged underground facilities shall not be
buned, relocated and/or repaired, prior to inspecrion by the Crty and the affected facilrty owner
In accordance with and as defined by RCW 19122, emergency excavat�ons are exempt from the hme
requirements "Emergency" includes customer service outage
Provide temporary support for all exisring underground uril�ries when they are exposed and suspended
�n the excavanon
Reference Sechon 7-08 3(5) for requirements for potholing of exisring unlines
1-07.17(4) Contractor's Responsibilrty for Utility Properties & Services (NEW
SECTION)
Where the Contractor's operat�ons could cause damage or mconven�ence to railway, telegraph,
telephone, television, power, oil, gas, water, sewer, storm sewer, or irriganon systems, operanons shall be
suspended unt�l all arrangements necessary for the protecnon of these utilities and services have been
made by the Contractor
The Contractor shall protect, in place, all railway, telegraph, telephone (including poles, guy w�res and
anchors), televis�on, power (�ncluding poles, guy wires, and anchors), oil, gas, water, sewer, storm sewer,
or irr�ganon systems from damage If �nterfering railway, telegraph, telephone (including poles, guy
Crry of Bremerton March 2013
Easurde Beach Marn Replacement SP - 32
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w►res, and anchors), television, power (mcluding poles, guy �nnres, and anchors), o�l, gas, water, sewer,
storm sewer, or irrigat�on systems are encountered noUfy the Engineer and the appropriate unlity
company at least two (2) worinng days �n advance of construchon operarions to permit the necessary
arrangements for protecrion or relocat�on of the interfer�ng structure The Contractor shall pay all costs
of protect�ng and/or relocarion of such facilit�es
In the event of interruprion to domesnc water, sewer, storm drain, or other ut�l�ty services as a result on
accidental breakage due to construction operahons, the Contractor shall promptly nohfy the proper
authonty, cooperate wrth said author�ty in restoration of service as promptly as possible and bear all
associated costs of repa�r sub�ect to determinahon of responsibilrty In no case shall �nterrupt�on of any
water or utility service be allowed to ex�st outside worlang hours unless pnor approval is granted All
costs of repairing uril►ries interrupted or uprooted, replacing dnveway and roadside culverts, fences,
guard posts, landscape shrubs, traffic signs, and mailboxes shall be considered inc�dental
In the event the Contractor encounters water and sewer service l�nes that mterfere with trenching or that
must be relocated to avoid the new p�peline, the serv�ces may be cut, and the trench dug through, only
after obtain�ng prior approval of the Water Department, Engmeering Department, or Fire Department, as
applicable, and the Engineer All work and repa�rs to the water system shall be performed by C�ty forces
only The services v�nll be restored with s�milar or equal materials
The Contractor shall replace, at h�s own expense, any and all other exisring ut�lit�es or structures
removed or damaged during construcrion, unless otherwise prov�ded for m these Contract Documents or
ordered by the Engineer
Exishng water mains are generally buried at 3' depth from the ground surface to the top of pipe
The Contractor shall take every possible precaurion to preserve the existing �mprovements All damages
to exist�ng improvements from the Contractor's operarion, whether �nnth�n the road right-of-way or in
pnvate property, shall be the sole responsibil�ty of the Contractor to remedy The Eng�neer will review
the pre-construct�on photographs for confirmarion of possible damage by the Contractor's activibes All
such areas ident�fied by the Engmeer shall be restored to their preconstruchon equivalent to the ;
sarisfact�on of the Owner
� 1-07.17(5) List of Utility Owners
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Following is a list of the ut�lit�es servmg the work area �ndicahng the name (�f available) and telephone
number of the responsible author�ty of the var�ous utilrties which should be nonfied if conflicts or
emergencies arise dunng the progress of the work Outside normal workmg hours, report emergencies
and mibate contact w�th the appropr�ate ind�vidual by call�ng 911
UTILITY CONTACT TABLE
UTILITY UTILITY NAME CONTACT TELEPHONE #
Within City of Bremerton, Department of Pubhc Works and Utilihes [PWU):
Storm and PWU Pat Jacobsen 473-5920
Samtary Sewers Ned Lever 473-2398
Water PWU Bob Zurbrugg 473-5920
Ned Lever 473-2398
� Crty of Bremerton
EarGsrde Beach Mam Replacement
March 2013
SP-33
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Streets PWU Jim Orton 473-5359
Gunnar Fridr�ksson 473-2354
Contact City Engineer Tom Knuckey at 473-2376 if unable to contact PWU mdividuals above
OTHER UTILITIES
Power Puget Sound Energy Dispatcher 888-225-5773
Telephone Century Link Repa�r Dept 500-573-1311
Gas Cascade Natural Gas Mike Dunn 479-3966
Cable TV Comcast Jerry Biggs 377-8528
415-2477 (pager)
Underground Uhlines Locate Service 800-424-5555
All numbers are (360) prefix unless noted otherwise
1-07.18 Public Liability and Property Damage Insurance
Delete thrs sect►on in its ent�rety, and replace it wrth the follow►ng
1-07.18 Insurance
Qanuary 24, 2011 APWA GSP)
1-07.18(1) General Requirements
A The Contractor shall obtain the insurance described �n this sect�on from insurers approved by
the State Insurance Commiss�oner pursuant to RCW Trtle 48 The insurance must be provided by
an insurer with a raUng of A- VII or higher m the A M Best's Key Ranng Guide, which is licensed
to do business in the state of Wash�ngton (or issued as a surplus line by a Washington Surplus
lines broker) The Contracting Agency reserves the right to approve or re�ect the insurance
provided, based on the insurer (including financial condihon), terms and coverage, the
Cerhficate of Insurance, and/or endorsements
B The Contractor shall keep this �nsurance �n force dur�ng the term of the contract and for th�rty
(30) days after the Physical Complet�on date, unless otherwise indicated (see C below) �
C IF any insurance policy is wntten on a claims made form, its retroachve date, and that of all
subsequent renewals, shall be no later than the effectrve date of this Contracrt. The policy shall
state that coverage is cla�ms made, and state the retroacrive date Claims-made form coverage
shall be mamtained by the Contractor for a mmimum of 36 months following the Final
Complerion or earlier terminarion of this contract, and the Contractor shall annually provide the
Contrachng Agency with proof of renewal If renewal of the claims made form of coverage
becomes unavailable, or economically prohibit�ve, the Contractor shall purchase an extended
reporhng period ("ta�l") or execute another form of guarantee acceptable to the Contracring
Agency to assure financial responsibilrty for l�ab�lity for services performed
D The �nsurance policies shall conta�n a"cross liability" provision
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C:ty of Bremerton March 2013 �
Eastsrde Beach Ma:n Replacement SP - 34
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E The Contractor's and all subcontractors' msurance coverage shall be pnmary and non-
contributory insurance as respects the Contract�ng Agency's insurance, self-insurance, or
msurance pool coverage
F The Contractor shall provide the Contractmg Agency and all Additional Insureds wrth written
notice of any policy cancellat�on, wsth►n two business days of their rece�pt of such notice
G Upon request, the Contractor shall forward to the Contractmg Agency a full and certified copy of
the insurance policy(s)
H The Contractor shall not begm work under the contract until the requ�red msurance has been
obta�ned and approved by the Contracting Agency
1 Failure on the part of the Contractor to maintain the insurance as requ�red shall const�tute a
material breach of contract, upon whtch the Contracring Agency may, after giving five bustness
days nobce to the Contractor to correct the breach, �mmed�ately term�nate the contract or, at rts
discret�on, procure or renew such �nsurance and pay any and all premiums in connechon
therewith, with any sums so expended to be repa�d to the Contrachng Agency on demand, or at
the sole discrehon of the Contracting Agency, offset against funds due the Contractor from the
Contract�ng Agency
All costs for insurance shall be �ncidental to and �ncluded �n the umt or lump sum pr�ces of the
contract and no addihonal payment �nnll be made
1-07.18(2) AddrtionalInsured
All insurance policies, �nnth the except�on of Professional Liabihty and Workers Compensanon, shall name
the follow�ng listed entities as add�tional msured(s)
- the Crty of Bremerton and �ts ojj5cers, elected oJj'icials, employees, agents, and volunteers
The above-listed enhhes shall be addirional msured(s) for the full available limrts of liability mamtamed
by the Contractor, whether primary, excess, conhngent or otherw�se, irrespective of whether such I�mits
maintained by the Contractor are greater than those required by this Contract, and �rrespective of
whether the Cert�ficate of Insurance provided by the Contractor pursuant to 1-0718(3) describes l�m�ts
lower than those maintained by the Contractor
1-07.18(3) Subcontractors
Contractor shall ensure that each subcontractor of every t�er obtains and maintains at a minimum the
�nsurance coverages listed in 1-0718(5)A and 1-07 18(5)B Upon request of the Contracring Agency, the
Contractor shall prov�de evidence of such insurance
1-07.18(4) Evidence of Insurance
� The Contractor shall dehver to the Contractmg Agency a Cert�ficate(s) of Insurance and endorsements for
each policy of insurance meenng the requirements set forth herein when the Contractor delivers the
s►gned Contract for the work. The certificate and endorsements must conform to the following
�
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requ�rements
1 An ACORD cerhficate or a form determined by the Contracring Agency to be equivalent
2 Copies of all endorsements naming Contracring Agency and all other enrit�es listed in 1-0718(2)
as Add�nonal Insured(s), showing the pol�cy number The Contractor may submit a copy of any
blanket addrt�onal msured clause from its policies instead of a separate endorsement A
� Ctry of Bremerton
Easts:de Beach Marn Replacement
March 2013
SP-35
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statement of addirional �nsured status on an ACORD Cert�ficate of Insurance shall io sat�sfy this
requirement
Any other amendatory endorsements to show the coverage requ�red herein
1-07.18(5) Coverages and Limrts
The insurance shall prov�de the minimum coverages and limrts set forth below Provid�ng coverage �n
these stated mimmum lim�ts shall not be construed to rel�eve the Contractor from liabil�ty �n excess of
such limrts All deducribles and self-insured retenhons must be disclosed and are sub�ect to approval by
the Contracring Agency The cost of any claim payments falling w�thin the deducrible shall be the
responsibility of the Contractor
�n��� •�� .� ,
A policy of Commercial General LiabiIity Insurance, including
- Per pro�ect aggregate
- Premises/Operarions Liabihty
- Products/Completed Operanons - for a penod of one year follow�ng final
acceptance of the work
- Personal/Adverhsmg In�ury
- Contractual Liab�lrty
- Independent Contractors Liab�lrty
- Stop Gap / Employers' Liabilrty
- Explos�on, Collapse, or Underground Property Damage (XCU)
- Blashng (only required when the Contractor's work under this Contract �ncludes
exposures to which this spec�fied coverage responds)
Such policy must provide the followmg mmimum limits
- $1,000,000 Each Occurrence
- $2,000,000 General Aggregate
- $1,000,000 Products & Completed Operarions Aggregate
- $1,000,000 Personal & Advertismg In�ury, each offence
Stop Gap / Employers' Liabil�ty
- $1,000,000 Each Accident
- $1,000,000 Disease - Policy Limrt
- $1,000,000 Disease - Each Employee
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Automobile Liabitity for owned, non-owned, hired, and leased veh�cles, �nnth an MCS 90
endorsement and a CA 9948 endorsement attached if "pollutants" are to be transported
Such policy[ies) must prov�de the follo�nnng mmimum limrt
$1,000,000
Worker's Comnensation
combined single hmrt
The Contractor shall comply with Workers' Compensarion coverage as required by the
Industrial Insurance laws of the state of Washington
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C�ty of Bremerton
Eastsrde Beach Marrt Replacement
March 2013
SP-36
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The Contractor shall provide Excess or Umbrella Liability coverage at limits of one (1)
million per occurrence and annual aggregate This excess or umbrella liability coverage shall
apply, at a mimmum, to both the Commercial General and Auto �nsurance policy coverage
This requ�rement may be sansfied instead through the Contractor's primary Commercial
General and Automobile Liabilrty coverage, or any combinahon thereof
f�f�_��� _ ,Sfl'[�
The Contractor shall prov�de a Pollunon Liab�lity policy, prov�ding coverage for claims
involving bod�ly in�ury, property damage (including loss of use of tangible property that has
not been physically in�ured), cleanup costs, remediation, d►sposal or other handling of
pollutants, mclud�ng costs and expenses incurred �n the invest�ganon, defense, or settlement
of claims ansing out of
1 Contractor's operarions related to this pro�ect, and/or
2 Remediahon, abatement, repair, maintenance or other work �nnth lead-based paint
or mater�als conta�nmg asbestos, and/or
3 Transportat�on of hazardous materials away from any srte related to th�s pro�ect
'���1
( 1-07.23
11 �*****�
Such Pollut�on L�abil�ty policy shall provide the follo�nnng min�mum coverage
$1,000,000 each loss and annual aggregate
Public Convenience and Safety
z , Supplement this sect�on with the follow�ng
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The Contractor shall do whatever work is necessary for safety and be solely and completely responsible for
condit�ons of the �ob s�te, including safety of all persons (includmg employees) and property dunng the
Contract penod This requirement shall apply conUnuously and not be limrted to normal worlang hours
The Contractor shall at all rimes prov�de proper facilines for safe access to the work by authonzed
government officials
Work areas shall be barncaded to prevent public access and provide a buffer between the work zone and
the pubhc
f � 1-07.23(1) Construction Under Traffic
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Supplement this sectton w►th the following
The City will request traffic control plans, as applicable, for mob�lization, staging, srte access and/or
equipment/mater�al del�very All s�gnage, flagging, channelization, and other traffic control measures
shall be in accordance with WSDOT Standard K-plans and MUTCD
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� � C:ry of Brernerton
Easlsule Beach Marn Replacement
March 2013
SP-37
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The Contractor has the ophon to use a limited secrion of the L�ons Park west parking lot for the purpose
of welding HDPE pipe stagmg a barge/boat at the boat ramp The City agrees to grant the Contractor a
license to use this area as descnbed and in accordance w�th the terms set forth m the agreement �n
Appendix E The Contractor must s�gn and enter into the agreement prior to occupymg the area
However, the Contractor is under no obligat�on to enter this license agreement or use this area
1 Potenhal for Contaminated Soils (NEW SECTION)
General The possibilrty for encountermg contaminated soils is extremely low However, encountenng such
mater�als is of concern because of worker safety and disposal requirements In the event that contaminated
so�l is detected, notify the Owner �mmediately Disposal costs �nnll be based on force account and actual
invoice costs for disposal
Gontractor's Res�nsibihUes. The Contractor shall be responsible for all matters related to worker safety
and for detechon of contammated soils and/or groundwater encountered dunng construcUon as they relate
to worker safety The Contractor shall ensure the protection of the safety and health of construchon workers
and other authonzed persons at the work srte from exposure to potenbally hazardous substances
1 Asbestos Pipe Handling and Disposal (NEW SECTION)
The existmg 20" sewer main on the beach is asbestos-cement [AC) pipe, contaimng approx�mately 15%
asbestos and 85% cement slurry The Contractor shall not disturb the exishng pipe unless directed by the
contract or in order to make a connecrion Workers involved m disturb�ng the pipe, includmg cuthng,
removmg, and encapsulating the pipe, shall be tramed and certified in asbestos abatement in accordance
�nnth WAC 296-65-010 Traimng cerdficates shall be submitted to the City pnor to any excavarion work on
the beach
In no instance shall the AC pipe be crushed m the trench Sechons of AC p�pe that have been cut and
displaced m order to make a connechon shall be d�sposed of off-srte m accordance �nnth state regulat�ons for
disposal of asbestos matenal All costs associated w�th cuttmg, removmg, plugging, encapsulating, handlmg,
hauling, and d�sposmg of AC p�pe shall be borne by the Contractor and cons�dered incidental to other
contract costs
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1-07.30 Permitting Agency Requirements for Construction on the Beach (N�W
SECTION)
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The followmg Best Management Practices (BMPs) are requved for comphance wrth the permrts from
the federal and state agencies that permit for worlang m the mtertidal zone These requirements are
mcorporated mto the contract
1 Construction activrties on the beach are hmrted from June 5(estimated date) to August
31, 2013 If the schedule needs to be extended past August 31, forage fish spawivng
surveys will be reqiured pnor to commencmg any work below OHW, to avoid disturbing
active spawrung areas Any costs for addrtional pernuttmg wark requued to extend the
contract times shall be borne by the Contractor
2 Perform mrtigation and cleanup actrvrties on the beach as descnbed m Section 8-OS and
mcluded m Appendix C
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C�ty of Bremerton March 2013 I� �p
Eastsrde Beach Matn Replacement sp - 42 � �
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3 Beach access shall only occur at the designated areas shown on the Plans
4 If a barge is used for construction, it shall not be grounded except for the use of
temporary ramps
5 All land-based mtertidal construction actrvities sha11 occur when the tide is out, and any
exposed trenches shall be backfilled pnor to subsequent tidal mundation
6 Do not store or leave equipment or construction matenal on the mtertidal portion of the
beach dunng non-worlcmg hours
7 The new sewer mam shall be buned and covered wrth native matenal The e�stmg mam
shall be abandoned in place to rrurumize the area of substrate disturbance
8 Avoid disturbmg the existmg nparian vegetation to the extent practical, although some
fallen trees or other large woody debns may need to be cut or pushed aside to allow the
mstallation of the proposed sewer mam Some vegeta.tion may also need to be cut at the
stagmg and access areas, although tlus vegetation consists pnmanly of mvasive species
such as blackberry
9 Mamtam all construchon equipment m good worlcmg order to mirurruze the nsk of fuel
and fluid leaks or spills
10 When heavy equipment is requ�red, use equipment having the least impact necessary to
accomplish the authonzed work (e g, low ground pressure, rrummally sized, rubber tired,
or tracked veh�cles)
11 Develop a wntten spill contamment plan and have the necessary matenals on-site pnor to
and dwmg construction The plan shall be submitted to the Owner and mamtained on the
site at all times
12 Mamta.m sufficient quantrties of oil absorbent pads and booms on site at a11 times to
absorb spills of oil, fuel, and hydraulic fluids from construction equipment
� 13 Clean equipment that is used for intertidal work prior to operations below MHHW
Remove external oil and grease, along wrth dirt and mud Do not dischazge untreated
wash and rmse water into local waters or wetlands without adequate treatment
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14 Do not refuel vehicles and equ�pment outside of designated refuelmg area, located away
from the shorelme or any designated wetland areas Additionally, dnp pans will be fitted
wrth absorbent pads and placed under all equipment bemg fueled
15 Inspect all vehicles operated witlun 150 feet of the shorelme daily for fluid leaks before
leaving the velucle staging area Any leaks detected will be repa�red before the vehicle
resumes operation
16 If a leak or spill should occur, cease all m-water work until the source of the leak is
identified and corrected and the contaminants have been removed from the water
17 Restore any wetland or buffer areas temporanly disturbed dunng construction to their
� Crty of Bremerton
Eastsrde Beach Ma:n Replacement
March 2013
SP-43
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onginal condrtion followmg construction
18 Prepare and submrt a Temporary Erosion Control and Sedimentation Control (TESC)
plan mcorporatmg requirements from the Contract Documents (Section 8-OS), Standard
(City of Bremerton) Specifications, City of Bremerton Ordmances and Standards,
Waslungton State regulatory requirements, and permrt requirements As part of this plan,
the Contractor would be required to have filter fabnc, filter bags, silt screens, or other
similar matenal on-hand to mmtiruze sediment reaclung Port Washmgton Narrows
19 Excavate, stockpile, and backfill matenals m a manner that would not allow fine
sediments to enter the waters of Port Wastvngton Narrows Approximately mamtam
stockpiled matenal wrttun the 20' on erther side of the trench Separate surface matenal
(top 6-inches of trench excavation matenal)
20 Limrt the trench width to the maximum extent possible to miruiruze surface disturbance
and stockpile size Use temporary sheetmg and trench boxes as needed to support trench
walls dunng construction
21 Excavated matenal left on the beach and not placed back in the trench may remam on the
beach It shall be graded to match the existmg beach slope, wrth no depressions
22 All trench backfill and gradmg shall be completed pnor to tidal mundation at the end of
each work day No equipment is permitted to work on the beach wlule the proJect zone is
inundated by tidal waters
23 Set aside the top 6" of native material from the trench and place back as the top 6" to
match existmg beach surface material Alternatively, use clean sand as a cap on the
trench
24 Where dewatenng of the trench is required, filter the dewatenng water m sedimentation
bags (Dandy Dewatenng bag or approved equal) Locate the filter bag upslope m
sandy/gravelly beach areas so that the water will mfiltrate mto the beach sediments
before reachmg surface water
25 Notify the Owner and cease work immediately m the event that a fish kill occurs or fish
are observed m distress m the immediate pro�ect vicimty A state biologist will be
notified by the Owner to mvestigate the lcill
1-08 PROSECUTION AND PROGRESS
Add the following new sect�on
1-08.0 Preliminary Matters
(May 25, 2006 APWA GSP)
Add the followmg new sections 1-08 0(1),1-08 0(2), and 1-08 0(3)
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C�ty of Bremerton March 2013 �
Easu:de Beach Mam Replacement SP - 44
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� 1-08.0(1) Preconstruction Conference
(October 10, 2008 APWA GSP)
Pnor to the Contractor beg�mm�g the work, a preconstrucbon conference will be held between the
� Contractor, the Engmeer and such other interested parUes as may be �nvited The purpose of the
preconstruction conference �nnll be
1 To review the imrial progress schedule,
� 2 To establish a worlcmg understanding among the var�ous parties associated or affected by
the work,
3 To establish and review procedures for progress payment, norificanons, approvals,
submittals, etc ,
� 4 To establish normal workmg hours for the work,
5 To review safety standards and traffic control, and
6 To discuss such other related rtems as may be perrinent to the work
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The Contractor shall prepare and submit at the preconstruchon conference the follo�nnng
1 An �n�t�al progress schedule,
2 A preliminary schedule of subm�ttals, and
3 A l�st of matenal sources for approval �f applicable
1-08.0(2) Hours of Work
�*****�
Except in the case of emergency or unless otherwise approved in wr�t�ng by the Contracnng Agency, the
normal straight nme working hours for the Contract shall be any consecuhve 8-hour period between
7 00 a m and 7 00 p m of a worlcing day wrth a maximum 1-hour lunch break and a 5-day work week
Alternanvely, the contractor may work a 10-hour work day and a 4-day work week
NOTE• Since much of the work occurs below the Ordinarv High Water Mark the work
will be affected b�the tides The Owner will consider and ap�rove schedule ad�ustrnents
as needed in order to accomglish the work during low tides.
The normal straight time worlang period, including da�ly start and ending rimes, shall be establ�shed at
the preconstrucrion conference or prior to the Contractor commencing the work The Owner shall be
nonfied in wriring if the Contractor modifies the schedule at any t�me dur�ng construction
Written permiss�on from the Engineer is required, if a Contractor des�res to perform work on holidays,
� Saturdays, or Sundays, before 7 00 a m or after 7 00 p m on any day, or longer than the scheduled work
day The Contractor shall apply in wr�t�ng to the Engineer for such permission, no later than noon on the
working day prior to the day for wh�ch the Contractor is request�ng perm�ssion to work
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Permission to work Saturdays, Sundays, holidays, or other than the agreed upon normal straight nme
working hours Monday through Fnday may be given sub�ect to certain other condrtions set forth by the
Contracnng Agency or Engineer These condrtions may include but are not limited to
The Engmeer may requ�re designated representaUves to be present dunng the work
Representarives who may be deemed necessary by the Engineer include, but are not limrted to
survey crews, personnel from the Contracbng Agenc,�s matenal teshng lab, inspectors, and
other Contrachng Agency employees when m the opimon of the Engmeer, such work
necessitates their presence
� C:ty of Bremerton
Eastsrde Beach Marn Replacement
March 2013
SP-45
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1-08.0(2)A
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1-08.0(3)
Night Work (NEW SECTION) - NOT USED
Reimbursement for OT Work of Contrachng Agency Employees
(May 25, 2006 APWA GSP; may not be used on FHWA funded pro�ects)
Where the Contractor elects to work on a Saturday, Sunday, or holiday, or longer than an 8-hour work
shift on a regular worlcing day, as defined in the Standard Specifications, such work shall be considered as
overrime work On all such overtime work an inspector v►nll be present, and a survey crew may be
requ�red at the discrehon of the Engmeer In such case, the Contrachng Agency may deduct from
amounts due or to become due to the Contractor for the costs m excess of the straight-hme costs for
employees of the Contracting Agency required to work overhme hours
The Contractor by these spec�ficataons does hereby authorize the Engineer to deduct such costs from the
amount due or to become due to the Contractor
1 Weekly Construction Meetings (NEW SECTION)
Weekly meerings shall be held at a mutually agreed-upon locanon and day of the week and rime The
purpose of the meering �nnll be to d�scuss the work, resolve any quant�ty or force account disagreements,
rev�ew the Contractor's Progress and Schedule, and review the record dra�nnngs The Contracting Agency
shall develop an agenda for each weekly meeting The Contractor shall provide an updated 3-week look-
ahead schedule for each meeting
1 Other Meetings (NEW SECTION)
Dur�ng the course of the pro�ect, rt w�ll be necessary to schedule addirional meerings that the Contractor
shall attend to e�ther review and discuss specific issues on topic that may be too involved for inclus�on m
the weekly progress meenng or require involvement form others not directly associated with the pro�ect
When a special meenng is required, the Engmeer �nnll coordinate rime and place for all required
attendees Special meet�ng topics may include
- Work sequence
- Coord�nat�on for bypassing and connection work
1 Construction Constraints and Work Sequence (NEW SECTION)
The Owner does not require a specific construcbon sequence to perform the work. There are four locahons
where a section of the exishng 20" AC pipe must be disconnected and the new pipe connected to the eanshng
system The connechon work will requ�re coordinanon with the Owner and sequencing of the work, smce
bypassing and stoppmg flow m the exisnng sewer system is requ�red This work of coordmanng �nnth the
Owner and sequencing the work is discussed in Sechon 7-17
Follo�nnng is a general recommended sequence of construction for the pro�ect
1 Mobihzanon
C:ty ofBremerton March 2013
Easlstde Beach Mam Replacement SP - 46
2 Begin welding 24" HDPE Pipe
3 Construct West End Beach Access Road
4 Pothole exishng force main
5 Remove rtems from beach in accordance `nnth Beach Mit�ganon plan
6 Install new 24" pipe and test p�pe
7 [nstall tees or taps with valves at Sta 5+25,13+87 and at air valve locabons
8 Install temporary bypass pipe
9 Make connechon at Stahon 30+82
10 Make connechon at Stat�on 1+00
11 Make connechon at Stabon 5+25 (Lent Landing)
12 Make connechon at Stat�on 13+87 (R�p Tide Condo)
13 Install air valves
14 Completely achvate new sewer pipe
15 Remove temporary bypass
16 Any remamtng work
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1-08.3
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Progress Schedule
1-08.3(1) General Requirements
�*****�
Supplement th�s sect�on w�th the follow�ng
The Contractor shall submit a Type B Schedule
The Contractor shall use the following scheduling software
Pnmavera Systems, Primavera Pro�ect Planner or SureTrak 2007 or later
Microsoft Pro�ect 2003 or later
Other, only as approved by the Owner
1-08.3(2) Progress Schedule Types
Supplement thrs section wrth the follow�ng
The Contractor shall provide a monthly update to the Type B Schedule, to be submitted at the first weekly
meebng of the month Payment will be �nnthheld unt►1 the updated schedule has been submitted
1-08 4
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Nohce to Proceed and Prosecution of the Work
Delete the text in this sect�on and replace with the following paragraph
Refer to Secnon 1-04 12 for description of phased Norice to Proceed
C�ty of Bremerton
Eastrtde Beach Ma:n Replacement
March 2013
SP-47
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1-10
1-10.1
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TEMPORARY TRAFFIC CONTROL
General
Supplement th►s section by insert�ng the following
SCOPE OF PROJECT TEMPORARY TRAFFIC CONTROL. Mimmal traffic control is required on this pro�ect
since nearly all the work occurs below the Ordinary High Water Mark (OHWM) on the beach Antic�pated
traffic control includes that required for stagmg and for oprional use of Lions Park parlang lot No traffic
control plans have been included in the contract documents The Owner �nnll request traffic control plans
as needed for any work on City streets
Any matenals, labor or equipment required for maintaming traffic flow during the life of th�s Contract
shall be furnished, placed and maintained by the Contractor, immediately upon request by the Engineer
Furn�shing of and preservarion and maintenance of traffic control devices shall be the sole responsibil�ty
of the Contractor
Emergency traffic such as police, fire, and d�saster units, shall be provided access all nmes The
Contractor shall be liable for any damages, which may result from failure to provide` reasonable access or
coordinahon
R�quired Notificanon of Busmesses and Res�dents. The Contractor shall not�fy all affected busmesses
and residents by door hanger or other similar method approved by the Eng�neer at least one calendar
week in advance of construchon act�v�ries ad�acent to ,the�r business or home Addrtionally, the
Contractor shall notify all affected busmesses and res�dents at least 48 hours and not more than 72 hours
m advance of construcrion achvihes that would block or restnct access to the�r businesses or homes
Blockage shall occur only during worlc�ng hours and shall be removed during non-worlc�ng hours
F_xisnng�gns. Devices. and Pavement Marltnes. Existing traffic control and street name signs which
mterfere �nnth construction shall be relocated, covered, or removed by the Contractor and temporar�ly
stored in a safe place "Stop", "Yield', and "One-Way" s�gns shall be removed, covered or relocated only
upon approval of the Engineer Ex�sting signs shall not be removed until the Contractor has prov�ded
temporary measures sufficient to safeguard and direct traffic after the exist�ng signs have been removed
Except as otherwise specifically prov�ded m the contract documents, preservarion and maintenance of
traffic control and street name signs shall be the sole responsibilrty of the Contractor
As work progresses and as permits, temporarily relocated or removed traffic and street name signs shall
be reset in the�r permanent locahon by the Contractor Signs and other traffic control devices damaged
or lost by the Contractor, shall be replaced or repa�red by the Contractor at no cost to the C�ty The
opt�on of whether a sign can be repaired or shall be replaced shall be the Engineer's, and such decision
shall be final and b�nding on the Contractor
When paint lines are obliterated due to construction acrivit�es or pavement restorabon, temporary
pressure sensitrve pavement marlang tape, traffic buttons or delineators shall be �nstalled where
des�gnated by the Engineer These temporary features shall be removed only upon installanon of
permanent traffic channelizanon Unless otherwise provided for by a separate b�d item in the proposal,
removal of permanent stnping and installation and removal of temporary stnping shall be incidental to
the unit contract pr�ce for other items in the proposal
Crty of Bremerton
Easurde Beach Ma�n Replacement
March 2013
SP-52
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Maintaimng Two-way Traffic and Access. Except as authonzed by the Engineer, two-way traffic shall
be maintained at all t�mes No dead-end streets will be allowed to have less than one way access at any
hme Dur�ng normal working hours, the Contractor shall matntain, �n a safe, acceptable condit�on, all
approaches and intersecnons �nnth roads, streets, alleys, and driveways to businesses, parlcing lots,
res�dences, etc All streets shall be open to local traffic at the end of each work�ng day unless other�nnse
noted m the approved Traffic Control Plans
The Contractor is permitted to close the portion of Campbell Way that has been designated for
staging but is required to maintain local access for the two homes at the east entrance of Campbell
Way The entrance shall be clearly signed indicating the closure.
Except where perm�tted elsewhere �n the Contract Documents or author�zed by the Engineer in writing,
� dunng non-workmg hours, excavanons �nnth�n roadways, driveways, pedestrian pathways, or similar
areas �nnthin rights of way or easements used by the publ�c shall be backfilled, compacted and covered
with cold mix asphalt or covered w�th steel plates or other approved temporary bridging
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The Contractor shall conduct the work so as to obstruct and inconvenience traffic as little as poss�ble The
Contractor shall not open sechons of the work and leave them in an unfinished condit�on During normal
working hours, the Contractor shall ma�ntain, in a safe, acceptable condrtion, all approaches and
intersections with roads, streets, alleys, and driveways to businesses, parking lots, residences, etc All
streets shall be open to local traffic at the end of each worinng day unless otherwise noted in the
approved Traffic Control Plans Durmg non-working hours, the Contractor shall keep ex�st�ng traffic
lanes clear, w�thout interference from construchon operat�ons, equ►pment or materials
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(May 25, 2006 APWA GSP)
Revise the third paragraph to read
The Contractor shall provide signs and other traffic control dev�ces not otherwise specified as be�ng
furmshed by the Contracring Agency at no add�rional cost The Contractor shall erect and ma�nta�n all
construchon signs, warning signs, detour signs, and other traffic control devices necessary to warn and
protect the public at all t�mes from in�ury or damage as a result of the Contractor's operat�ons which may
occur on highways, roads, streets. sidewalks. or �aths No work shall be done on or ad�acent to �
traveled wav unt�l all necessary signs and traffic control dev�ces are in place
1-10.2
1-10.2(1)
�*****�
Traffic Control Management
General
Supplement this section with the following
The TCS shall be on-srte wh�le work or unloading/loading is occurr�ng on City streets The TCS shall be
respons�ble for placement, maintenance, correctness and adequacy of the contractor's temporary traffic
control
The TCS will be contacted to correct any traffic control or sigmng deficiencies during normal working
hours or dur�ng evenmgs or weekends as necessary or required The TCS shall respond as required by
Standard Specificahon 1-10 2(1)B If the Traffic Control Superv�sor or the Contractor's forces do not
� Crty of Bremerton
Easlsrde Beach Mam Replacement
March 2013
SP-53
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respond w�thin the required time, the C�ty will make any necessary correcrions usmg its own or other
forces and shall deduct the enhre cost of all such work from sums due, or to become due, to the
Contractor All such charges against the Contractor's payments shall be made at the City's then current
rates for labor, equipment, and materials
The TCS shall be cerhfied by one of the follownng orgamzarions The TCS cemficat�on shall be submitted
to the City prior to any construcrion
American Traffic Safety Serv�ces AssociaUon
5440 Jefferson Davis Hwy
Fredencksberg, VA 22407
(703) 898-5400
Sverdrup Civil, Inc
c/o Traffic Control Supervisors Sem�nar
P 0 Box 97062
I{irkland, WA 98083-9762
(206) 822-3300
The Northwest Laborers-Employers Training Trust
27055 Oh�o Ave
Kmgston, WA 98346
(360) 297-3035
1-10.2(2) Traffic Control Plans
�*****�
Supplement th►s sectron by insert►ng the following
No traffic control plans have been �ncluded �n the contract documents Except for staging and
mobilizahon, there �s no other work scheduled on Crty streets The Owner �nnll request traffic control
plans as needed for such as acbv�ries as load�ng/unloading of equipment and mater�als The plans shall
be developed in accordance �nnth the MUTCD, latest edirion and WSDOT Standard "K" Plans
1-10.3 Traffic Control Labor, Procedures and Devices
1-10.3(3) Traffic Control Devices
Supplement th�s sect�on by inserting the following
All signs required for traffic control as well as any other s�gns prescribed by the Engineer shall be
furnished by the Contractor
1-10.3(3)L Parlang Restazction Signs (New Section)
�*****�
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Where, in the opimon of the Engineer, parlang is a hazard to thru-traffic, or to the construcrion work,
parking may be restricted erther enhrely or during the time when it creates a hazard S�gns for �
restr�cring parking shall be approved by the Eng�neer and prov�ded and placed by the Contractor The
Contractor shall be respons�ble for and shall maintain the signs, if they are used in any street that is
Ctty of Bremerton March 2013 �
Eastsrde Beach Ma:n Replacement SP - 54
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directly involved in the construcbon work If parinng signs are used beyond the confines of the work
area, such as in another street being used as a detour, the signs will be the responsib�lity of the
Contractor The placement of s�gns resttzct�ng parking shall be as approved by the Engineer Parking
restnction signs shall be placed two working days �n advance of needmg the parlcing removed, w�th the
start date of the "no parkmg" clearly shown The area to be restricted shall be clearly marked �nnth Type I
barricades carrying signs that give the specific period (dates and t�mes) that the area is to be clear of
vehicles Signs shall be large enough to be easily read from a distance of 50 feet and shall advise where
impounded vehicles will be stored or mdicate a 24-hour telephone number for obtaimng that
�nformat�on A mimmum of 72 hours advance norice is required before towing vehicles All s�gns must
be approved by the Engineer pr�or to use Example wording of the signs is as foIlows
WARNING� TOW AWAY ZONE
NO PARKING
FROM• DATE and TIME
TO DATE and TIME
FOR CONSTRUCTION WORK
ALL VEHICLES REMAINING WILL BE TOWED
1-10.4
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Measurement
Delete the entrre sect�on and replace with the follow►ng
No specific umt of ineasurement �nnll apply to pro�ect temporary traffic control
� 1-10.5
�*****�
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Payment
Delete the entire section and replace w►th the follow►ng
Payment for pro�ect temporary traffic control shall be considered incidental to the �other work m the
Contract Documents, mcluding all equipment, labor and vehicles for implemennng traffic control plans,
including providing flagging, TCS, umformed traffic control, Class A and Class B construction signs, detour
routes, cones, barncades, flashers, sequenrial arrow signs, traffic safety drums, removal of permanent
stnping, installing and remov�ng temporary striping and arrows, and other temporary traffic control
devices
� Ctty of Bremerton
Eastsrde Beach Marn Replacement
END OF DIVISION 1
March 2013
SP-SS
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DIVISION 2 EARTHWORK
2-01 CLEARING, GRUBBING AND ROADSIDE CLEANUP
2-01.1 Descriphon
�*****�
Delete the first paragraph of this Sect►on and replace wrth the follow►ng
The Contractor shall clear and grub, prune tree hranches, remove rocks, stumps, fallen trees, limbs and
other natural and man-made matenals requ�red for the prosecunon of construcbon acdviries
Woody debns and branches in the trench path and that mterfere vvith construchon equipment shall be cut
and placed aga�nst the toe of bank.
Reference Sechon 8-05 for removal of man-made debns assoc�ated �nnth the bid rtem, "Beach Mit�gabon and
Cleanup "
2-01.2(1) Disposal IVlethod No.1- Open Burning
�*****�
Delete this Sect►on and replace with the following
The open burmng of residue resulring from land clearing will not be allowed
2-01.2(2) Disposal Method No 2- Waste Sate
�*****�
Delete this ent►re Section and replace wrth the following
Debns shall be hauled to a waste srte obtained and provided by the Contractor �n accordance wrth Secnon
2-03 3(7)C All fees for hauling and d�sposal shall be paid by the Contractor
Asbestos-cement (AC} pipe disposal shall be disposed of at a regulated site �n accordance with state
regulanons for disposal of asbestos material
2-01.3
2-01.3(4)
�***:*�
Construction Requirements
Roadside Cleanup
Delete Secdon Z and replace th�s title and section w►th the follow►ng
2 Cleanup and Restoration
From hme to rime throughout the progress of the work, the Contractor, when d�rected by the Owner's �
Representat�ve, shall cleanup and remove all refuse and unwanted or unused materials resulring from the
work, at the Contractor's expense If the Contractor fails to do so w�th�n 24 hours after the request by the
Cety of Bremerton
Easts:de Beach Marn Replacement
March 2013
SP-56
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, Owner's Representahve, the work may be done by the Crty and the cost thereof be charged to the
Contractor and deducted from his final est�mate
All cleanup shall be performed as spec�fied in the various secnons of these Specificanons Final cleanup
shall be �n accordance with Sect�on 1-0411
2-01.4 Measurement
�*****�
Delete th�s Sectron
2-01.5 Payment
�*****�
Delete this entire Section and replace with the following
All work associated with "Cleanng and Grubbing" shall be considered incidental to other items w�thin
this contract and no addinonal payment will be made Landscaping, rocker�es, ut�liries, fences and other
improvements shall be protected from harm, and if damaged shall be restored to or�ginal condition at the
contractor's expense Rockeries, fences, and walls that are disassembled in order to perform
construction achviries shall be restored to or�gmal cond�non prior to pro�ect complet�on
2-04 HAUL
�*****�
2-04.4 Measurement
Delete th�s sect�on and replace with the following text
There is no measurement for hauling
� 2-04.5 Payment
Delete this sect�on and replace w►th the following text
, Haulmg and disposal shall always be considered mcidental to other b�d rtems in prov�dmg a complete
contract in accordance �nnth Sechon 1-041
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2-07 WATERING
2-071 Descripbon
Supplement this Sectcon by �nserting the following
Water may be obtained from C�ty hydrants The Contractor w�ll be required to deposit $2000 for rental
of a hydrant meter and backflow preventer assembly �nnth the Owner No charge for water w�ll be made
unless there is obvious waste
2-07.5 Payment
Delete this ent►re section and replace with the following
Crry of Bremerton March 2013
Eastsrde Beach Marn Replacement SP - 57
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No specific payment for furmshing and placing water shall be made Water required for dust and mud
control `nnll be considered incidental to the contract
SECTION 2-09, STRUCTURE EXCAVATION
2-09.1
�*****�
Description
Supplement th�s sect►on w�th the followmg text
Structure excavarion shall include excavarion for structures associated v+nth this pro�ect See Div�sion 7 of
the Standard Specifications and these Special Provisions for work related to trench�ng and backfillmg
2-09 3
2-09.3(1)
2-09.3(1)D
Construction Requirements
General Requirements
Disposal of Excavated Material
Delete the contents of this sect�on and subshtute the following
Surplus excavated material shall be graded into the beach, mainta�ning a smooth downward slope to the
water with no depress�ons
Under the head►ng Stockpilmg, supplement with the following
Stockpiled matenal shall not be left on the beach at the end of each work day Matenal shall erther be
backfilled into the trench and compacted, or graded into the beach pnor to t�dal inundarion Provide
adequate rime each day for ensunng that excess matenal is backfilled or graded
Material that is excavated from the trench and �s surtable as backfill shall be stockpiled at the site or near the
srte If necessary, transport excavated material from the place rt was excavated to the locabon on the pro�ect
srte where rt w�ll be needed for backfill Do not dispose of any excavated matenal that is surtable for backfill if
rt may be needed anywhere on the pro�ect If excavated matenal is disposed of and later found to be needed
on the pro�ect, furmsh surtable imported matenal at no addirional cost to the City
For matenal that �s stockpiled in staging areas, protect from mo�sture and erosion by cover�ng at the end of
each worlang day �nnth 6 mil plasric sheeting and/or dunng wet weather Should the stockpiled excavated
mater�al become unsurtable for backfill due to the Contractor failing to protect �t, the Contractor shall dispose
of the excavated mater�al and import surtable matenal conformmg to the Plans and Specificarions at no extra
cost to the Owner
2 Construction Requirements, Structure Excavation, Class B
Shor�ng and trench safety system shall be the sole responsibilrty of the Contractor All trenches greater
than 48" depth shall be shored Shor�ng shall comply v�nth Chapter 296-155 WAC and Chapter 49 17 RCW
of the Washington Safety and Health Act
Ctty of Bremerton
Eastsrde Beach Ma:n Replacement
March 2013
SP-58
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2-09.4 Measurement
Delete the section and replace wrth the following
All structure excavahon required to complete the pro�ect shall not be measured, except "Shonng or Extra
Excavanon, Class B", which shall be paid as lump sum
2-09.5 Payment �
Delete th►s section and replace with the following
Structure excavahon shall be cons�dered incidental to other b�d items
"Shonng or Extra ExcavaUon, Class B" shall be lump sum for all shor�ng and trench safety systems required to
complete the pro�ect m accordance w�th RCW 39 04180 and RCW 4917
END OF DIVISION 2
C:ty of Bremerton
Eaststde Beach Mam Replacement
March 2013
SP-59
DIVISION 4 BASES
4-04
4-04.1
BALLAST AND CRUSHED SURFACING
Descripiaon
Delete this entire Sect►on and replace w�th the following
This work shall consist of placmg ballast and crushed surfacing upon compacted surface in accordance
with the Contract Documents and in conform�ty �nnth the lines, grades, and depths shown �n the plans or
as establ�shed by the Engineer
Br�ck pavers for West End Access Road outside of wall shall be Unilock Turfstone permeable paver or
approval equal The open space shall be filled �nnth pea gravel Place fabr�c (M�rafi 140N or equal)
between CSTC base and paver to m�mmize vegetative growth
4-04.4 Measurement
�*****�
Delete th►s ent►re sect�on and replace with the follow►ng
There �nnll be no measurement for ballast and crushed surfacing
There �nnll be no measurement for the bid rtem, "West End Beach Access Improvements "
4-04.5
Payment
Delete this sect�on and replace with the following
There will be no payment for ballast and crushed surfacmg It shall be considered incidental to the bid rtem
"West End Beach Access Road Improvements "
Payment for the b�d rtem, "West End Beach Access Improvements", lump sum, �ncludes the complete cost to
construct beach access road and associated improvements at Eastside Treatrnent Plant lower parlang as
descr►bed on Sheets C1 and D5, including sawcut, wall and fence demol�non, new fence construchon, and
road construchon
END OF DIViSION 4
City of Bremerton March 2013
Easts:de Beach Ma:n Replacement SP - 60
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DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS
5-04 HOT-MIX ASPHALT
5-04.1 Description
Delete this entire Sect�on and replace w�th the follow►ng
There is no scheduled HMA placement for this pro�ect Where ex�sting asphalt pavement is damaged in
stag�ng areas or in the ROW due to the Contractor's work, remove and replace �nnth 6" of compacted CSTC
and 3" of PG 64-22, Cl Ifi" HMA
5-04.4 Measurement
�*****�
Delete this ent►re sect►on and replace wrth the following
There will no measurement for HMA
5-04.5 Payment
Delete this section and replace with the following
There �nnll be no payment for HMA or crushed surfacing where replacement �s required due to damage by the
Contractor
END OF DIVISION 5
Ctty of Bremerton
Easurde Beach Mam Replacement
March 2013
SP-6]
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DIVISION 7
7-08
7-08.2
�*****�
DRAINAGE STRUCTURES, STORM SEWERS, SANITAItY SEWERS, WATER
MAINS AND CONDUITS
GENERAL PIPE INSTALLATION REQUIREMENTS
Materials
Sect►on 7-082 is supplemented with the following
Pipe beddmg shall be select nanve mater�al as approved by the on-srte Crty representahve Surface
gravel shall not be used as bedding material
7-08.3
7-08.3(1)A
Construction Requirements
Trenches
Delete the first paragraph and replace with the followmg
Reference pipe �nstallaUon notes on Sheet D1 for add�nonal trench�ng requirements
7-08.3(1)C Bedding the Pipe
Supplement this sechon with the followmg
Bedding matenal shall be as descr�bed in Sect�on 7 2
7-08.3(1)D Control of Water (NEW SECTION)
�*****�
Provide and operate pumping equipment to keep trench free of water at all hmes, whether surface water,
seawater from tidal influence, or sewage Under no circumstances shall sediment-laden water or sewage be
permrtted to enter the waters of the State of WA. Appropr�ate correchons �n the Contractor's method shall
occur immediately when directed by the Owner Should the Contractor be unequipped to correct the
srtuabon immediately, the Con� shall not proceed v�nth the de-water�ng until such rime as the
Contractor is able to remedy the srtuarion No compensanon shall be made to the Contractor for any
resulhng down or idle time
An acceptable filtrarion method for sediment-laden water shall be the Dandy Dewatenng Bag
(htto //an��w dan�.lynrodu� cts com/Products�DandyDewatenngBag asnx) or approved equal
Pnor to cumng an exisnng sect�on of pipe, the Contractor shall stop flow and dra�n the pipe to the
greatest extent possible The Contractor shall prov�de any means necessary to stop flow and drain the
pipe, tnclud�ng provision and operation of pumps, tarps, hoses and fittings If pumping is required, the
Owner will ass�st the Contractor m providing an adequate location for d�scharging sewage �nto the
eansting system, though in some cases the closest point to discharge into the exishng sarutary system �s
several hundred feet away Confirm the locat�on of discharge to the samtary sewer prior to the work to
provide the correct length of hoses and pumping equipment
C:ty ofBremerton
Easts:de Beach Ma�n Replacement
March 2013
SP - 62
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Delete the second, third, and fourth paragraphs and substitute
Trench backfill shall be native material Do not place stones larger than 3-inch diameter within 1 foot
over top of pipe to prevent damage to pipe
Excavated material may be stockpiled next to the trench but shall be backfilled or graded into the beach
prior to daily tidal inundarion No stockp�les are permitted on the beach at the end of the work day No
trenches on the beach shall be left open during non-work hours
Prov�de compachon using hand-operated equ�pment at 36" above the top of the pipe
Displaced trench material shall be graded �nto the beach to maintain a smooth downward gradient from
the top of the slope to the water �nnth no depressions
Reference pipe installat�on notes on Sheet D1 for addrt�onal trenching requirements
, 7-08.3 (4) Plugging Eansting Pipe
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Delete the paragraph and replace with the following te�ct
Whenever a sechon of exishng p�pe is cut, it shall be dramed and plugged wrth concrete or cement�tious
grout in accordance �nnth the p�pe plug detail to ensure no water or debns can enter the abandoned p�pe
Plug CI and DI p�pe �nnth an MJ cap Plugging exist�ng pipe �s considered �ncidental to all other work
Reference Detail2/D1
7 Utilrty Excavabon (Potholing) — (NEW SECTION)
The Plans show the alignment of the existing 20" AC pipe The alignment was determined using an
electronic locanng device (sonde) wh�ch was floated down the pipe, allo�nnng the pipe to be located from
the surface The City does not guarantee the accuracy of the pipe alignment as shown on the Plans, since
the locanon has not been visually verified along the ennre length
Pothole to locate the existing p�pe centerl�ne per the following schedule
POTHOLING TO LOCATE EXISTING PIPELINE
Locations Pothole Frequency Estimated Total
Stahon 1+00 to 5+00 Every 100' 5
Stat�on 5+25 to 7+25 (through Every SO' 5
estuary and around bend)
Stahon 8+25 to 30+75 Every 100' 23
TOTAL 33
The potholing shall be coord�nated w�th �nstallanon of the new p�pe Ad�ust the location of the new pipe
based on the potholing results to maintam a 5' clearance between the new and exisnng p�pe
' Crty of Bremerton
EasJsrde Beach Mam Replacement
March 2013
SP - 63
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Addirionally, the Contractor shall pothole as needed at the connechons points 1+00, 5+35, 13+87, and
30+82 to determine depths, layout dimens�ons, and materials types The locanon of the exist�ng
connection points at 5+35 and 13+87 is eshmated and must be visually confirmed via potholmg
NOTE The exisdng 20" AC pipe (Class 100) is operahonal, filled �nnth raw sewage, and under low
pressure (1 to 3 psi). It shall be protected at all dmes during the work untal all connections have
been made to the new pipe and the new pipe is placed in operation The Contractor is solely
responsible to confirm the locataon of the existang p�pe in order to mimmize the possibility of
damage during the work. The Contractor is solely responsible for prevenhng and managing
sewage spills that may result from damaging the exishng pipe during the work. Any monetary
penalties incurred from sewage spills shall be deducted from payment to the Contractor
Maintain at least two repair bands on-site during the work to repair the pipe �f darnaged during
constructaon (Romac Style CC Double Sechon Repair Clamp or equal).
7-08.4
Measurement
Delete this sect�on and replace with the follo�nnng text
Plugging and removing exist�ng pipe is not measured
Control of water �s not measured
Urility Excavarion (Potholing) is not measured
Reference Sectlon 7-17 for measurement associated �nnth pipe and fithng installat�on and appurtenances
7-08.5
Payment
Delete this sectaon and replace with the following text
Plugging and removing exisring pipe is considered mcidental to the work.
Control of water �s considered �ncidental to the work
Ut�l�ty Excavat�on (Potholing) is considered incidental to the work
Reference Section 7-17 for payment associated w�th piping �nstallat�on and appurtenances
7-17 SANITARY SEWERS
�*****�
7-17.1
Description
Supplement this sechon with the following
This sechon also �ncludes the valves, fithngs, and appurtenances for providing a complete, fully-funchon►ng
and connected piping system m accordance tnnth the Contract Documents
Ctty of Bremerton
Eaststde Beach Ma:n Replacement
March 2013
SP-64
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Materials
Supplement this sect�on �nnth the following
Unless noted otherwise on the plans, sewer pipe between Starions 1+00 and 30+82 shall be butt-fus�on
welded High Densrty Polyethylene Pipe (HDPE), DR 21, Iron Pipe Size (IPS), in accordance �nnth Section 9-
05 23 Electrofusion couplings are perm�tted for connecring fithngs and long, welded sechons of pipe Where
HDPE flanges are used, flange backer r�ngs shall be sta�nless steel HDPE fittmgs shall be DR 17 or thicker-
walled, IPS, with connechons as shown on the Plans
Duchle iron fithngs shall meet the requ�rements of ANSI/AWWA C110/A2110 F�thngs shall be erther
flanged or mechamcal �o�nt and prov�ded in accordance wnth the Plans DucUle �ron fimngs, valves, and
spools shall be restramed using flanged connechons, EBAA Iron MegaLug, Romac RomaGnp, Romac Field
Flange or approved equal Duct�le �ron p�pe spools shall be Class 53 thickness
AVVWA C900 and C905 (PVC) spools shall be DR 25 All PVC spools shall be restrained using EBAA Iron
Megalug for PVC p�pe, EBAA Iron MegaFlange (Senes 2100), Romac RomaGnp, or approved equal for
providing mechamcal �oint restraint of C900 and C905 p�pe
For fithngs, the type, mater�al, and connechon are mdicated on the Plans If the Contractor proposes to use
alternat�ve fithngs or connecdons than shown in the Plans, this change shall be requested in wriring and
require wrrtten approval from the Owner
Coanng for duct�le iron p�pe, spools, and fitdngs
� • Inter�or Factory applied Protecto 401 [mm�mum 40 mils)
• Field-cut edges Touched up �nnth Protecto 401 and allowed suffic�ent hme to cure pnor to
mstallation
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a -� � <-
°.� � Pnmer \ Tnemec,Senes N69, 5 m�ls
- Top Coat Tnemec,Senes N69, 5 mils
All nuts, bolts, and washers shall be 304 SS
All valve boxes shall be two-piece cast iron, and equ�pped with a suitable extens�on for a 36-inch to 65-
� mch trench depth Top secnons and lids will be designed for installat�on in veh�cular areas Lids �nnll be
labeled "SEWER", and lid tabs will point m the direcrion of the water or sewer main All valves and valve
boxes will be set plumb wrth the valve box centered on the valve Valve box installahon shall comply w�th
the details shown in the plans for paved area locations and unpaved area locabons
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Gate valves shall be m conformance �nnth the latest version of AWWA C-515 w�th non-rising stems Non-
r�sing stems shall be cast-bronze Valves 18" diameter and greater shall be bevel-gear actuated The body
and bonnet shall be fusion-bond epoxy coated in accordance with AWWA C550 both inside and out
Acceptable manufacturers mclude Mueller, Clow Valve Company, M&H Valve, and AVK. All nuts, bolts, and
washers shall be 316 SS
, 7-17 3
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Construction Requirements
Supplement th�s sect�on �nnth the followmg
All HDPE sewer pipe shall be installed with locat�ng wire Wtre shall be UL l�sted, type UF, 14-gauge
copper, green color and taped to the top of the pipe to prevent movement durmg backfilling The wire
' C:ty of Bremerton
Eaststde Beach Ma:n Replacement
March 20/3
SP - 65
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shall be laid loosely enough to prevent stretching and damage The v►nre shall be run into the valve box
and connected to the valve at either end of the pipelme and at the side sewer connect�on points
Stake the installed centerl�ne of pipe every 50' us�ng 10' offset to allow survey by City staff
HDPE PiFe Flangf: Installat�on: MJ Adapters and flanges shall be centered and al�gned to the matmg
component before assembl�ng and tightening bolts In no case shall flange bolts be used to draw the
connecnon into alignment Bolt threads shall be lubncated, and flat washers should be used under the
nuts Flange connect�ons shall be installed in accordance `nnth the manual TN-38 from Plasncs Pipe
Inst�tute t�tled Bolt Torque for Polyethylene F7ange Jotnts (July 2011) Bolts shall be hghtened us�ng a
cnss-cross pattern nghtening sequence as shown in Table 1(pg 9] of TN-38 Flanged connect�ons must
be retorqued m 4 to 24 hours after mirial torqueing in accordance with TN-38 Bolts shall be torqued to
values indicated �n Table 2(pg 10) and Table 3(pg 11) of TN-38
TN-38 can be found at http�J/nlast�cn�De orgjndf/tn-38 bolt torque �ed �o�nts.ndf
Handhng P�pe. When lift�ng �nnth slmgs, only wide fabric choker slmgs capable of safely carrying the
load shall be used to lift, move, or lower pipe and fittings Wire rope and chain are proh�b�ted Slmgs shall
be of sufficient capacrty for the load and shall be inspected before use Worn or damaged equ�pment shall
not be used
Internal butt-fus�on weld beads at �oints shall be cut out and removed
When the HDPE pipe exterior is gouged, the damaged secrion shall be replaced when gouge depth is
greater than 20% of the p�pe wall thiclrness
Perform a video �nspechon of the HDPE p�pe after all welds have been completed, pipe is m place and
pnor to malcing connect�ons Based on the video results, remove any foreign ob�ects larger than 3"
diameter from the pipe
Install each valve �nnth cast iron valve box and valve key up to grade �n accordance with detail m the Plans
Where the valve is sewer valve, the hd shall clearly mdicate the valve is a sewer valve
Reference Section 1-07 30 for cuthng and abatement requirements of exishng 20" asbestos-cement p�pe
Plne Press�re Testin� Rg Q�irements: The pipeline shall be hydrostat�cally pressure tested from Sta
1+00 to Sta 30+82 in accordance w�th Section 7-09 3(23) of the Standard Spec�ficat�ons The test
pressure shall be 40 psi mimmum for 15 m�nutes and there shall be no drop in pressure during the test
The fittings and gate valves at Stat�ons 5+35 and 13+87 shall be installed prior to the pressure test to
confirm integr�ty of these connechons The Contractor shall provide the water used for filling the
pipel�ne for the test
A test�ng plan shall be prepared by the Contractor and submitted to the Owner for rev�ew and approval at
least 7 days prior to the test
A suggested method for tesnng the pipe �s described as follows
• Install new pipeline to correct l�ne and grade
• Install valves and fimngs at Starion 5+35,13+87, and air relief valve locanon(s), but do not make
connect�on to ex�sring pipe or air valve
• Weld and install temporary flange on each end of the pipe
• Install bl�nd flange at each end flange with mpple, valve and gauge for filling w�th water,
pressurizing, and evaluaring pressure
• Fill pipe wrth water
• Pressurize pipe for test and remove all a�r
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Crty of Bremerton March 2013 '
Eastsrde Beach Ma:n Replacement SP - 66
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• Perform pressure test
• Upon complenon of successful test, remove welded flange and complete connecrion work at
either end
7-17.3(1) Temporary Bypass System at Station 30+82 (NEW SECTION)
A temporary bypass system shall be mstalled at Stanon 30+82 in order to convey flow from the exist�ng
20" AC pipe to the 16" siphon main while connections are being made as described in the follo`nnng
sect�ons The system shall be �nstalled, fully-connected and operanonal prior to malang any of the
connecrions between the exishng and new p�pe as described in the remainder of this secnon Coordinate
�nnth City staff pnor to acrivat�ng the bypass pipmg
There are two exisbng 12" tapp�ng ports w�th blind flanges on the 20" AC pipe at this locanon The
Contractor shall use these exisring ports on the AC pipe to install a line stop and bypass pipe The taps
were previously used for a line stop and bypass in 2005 and have l�nestop discs below the blind flange
During dry weather, the hydraulic grade line at this locarion �s above the top of the pipe by approximately
3 to 5 feet Line stop insert�on through the 12" flanged access port shall be performed by a specialty
contractor The Contractor shall submit the qualificahons and references of the spec�alty subcontractor
for rev�ew by the C�ty The Crty reserves the nght to re�ect the subcontractor based on lack of experience
or poor references
The temporary bypass pipe shall be 18" diameter and restrained �oint The temporary p�pe shall extend
' from the port and connect to the existing 20" HDPE flange approximately 50' south The pipe shall be
supported and t�ed-off to prevent flotarion Install a single combmat�on 2" combination air valve at the
h�gh point along the pipe
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The Contractor shall actuate three (3) ex�sting 20" gate valves to acnvate the bypass so that flow from the
20" AC main enters the bypass pipe and discharges mto the 16" siphon main that crosses under the Puget
Sound to Sewage Pump Starion CE-1 The Owner will show the Contractor the location of these valves
Upon complerion of the bypass, these valves shall be actuated again back to the pre-construcnon settings
The temporary bypass system may be removed only after all connecnons have been made to the new
p�pe and the 20" AC p�pe has been dra�ned and abandoned m-place
The Contractor shall provide a submittal which includes
- Technical data sheets for all materials and appurtenances (� e pipe, fittings, air relief valve, line stop
equipment, restramts)
- Layout of the bypass system, �nclud�ng connecnons, method of restraint, fithngs, locat�on of air valve
- Experience and qualificarions of proposed linestop subcontractor
� 7-17.3[2) Connechon at Stat�on 30+82 (NEW SECTION)
' Excavate and expose the exishng AC pipe to layout the pipe and fitrings to make the connect�on between
the new sewer main and the exishng pipe as shown on Sheet D2 of the Plans The layout d�mensions
shown on the Plans are approximate and require field ver�ficanon Cut, remove and d�spose of AC pipe as
' needed to make connection Install the fithngs and piping to make the connecrion between the new and
exisnng pipe All fithngs shall be restrained Any modificarions to the fittings used for the connecrion as
shown m the Plans requ�re written approval from the Owner
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Ensure all sewage from existing pipe �s contained and controlled in accordance wrth Sectaon 7-08 3(1)D
ntled Control of Water
' CrlyafBremerton
Eastsrde Beach Mam Replacement
March 2013
SP-67
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7-17.3(3) Connection at Stahon 1+00 (NEW SECTION)
The connection at Stanon 30+82 must be made pr�or to starhng this connection work
Making the connecnon between the new and exisnng pip�ng at this locarion requ�res temporarily
stoppmg both the upstream and downstream flow Insert an inflatable plug �n the MH immediately
upstream of the piping so that upstream flow �s stopped pr�or to disconnecring the exishng p�p�ng (Note
that the existing 20" gate valve immediately upstream of this locat�on is unrestrained and cannot be used
for flow isolation ) The upstream MH is located on the Eastside Treatment Plant site and will be located m
the field by the Owner for the Contractor The invert is approximately 20' below grade and the pipe to be
plugged is 20" diameter with a maximum upstream pressure of approx�mately 8 psi when flow �s held
After the upstream flow has been stopped, �solate the downstream sect�on of pipe using a linestop
through a 12" access port located on the beach Once upstream flow is stopped, the Contractor shall be
able to safely remove the blind flange over the 12" access port on the beach durmg dry weather and
install the linestop assembly `nnthout a sewage overflow In order to mmtmize the time of the linestop
usage, install a transinon coupl�ng from AC to DI pipe and a DI spool w�th restrained mechanical �oint cap
as shown in Detail5 on Sheet D3, the linestop could then be removed
The upstream and downstream flow stoppage �n order to make the connechons shall be accomplished
dunng dry weather, not exceed 72 hours in duration, and not go over a weekend
Following is a proposed work sequence for accomplish�ng the connecrion work at this locarion
1) Install new sewer piping to Stanon 1+00 �n preparanon to make the connection This work is
descnbed in other secrions of the Contract Documents
2) Expose the exist�ng 20" gate valve and piping on the slope, including removal of the rock wall as
needed to make the connechon
3) Obtain field measurements as needed to determine laymg length of new pip�ng and fittings for the
4)
5)
6)
7)
connecrion
Start flow stoppage (72 hours maximum duranon)
a Contractor to insert inflatable plug at upstream manhole to stop upstream flow,
b Contractor to insert l�ne stop and install MJ cap to stop downstream flow
Remove secnon of exist�ng p�pe on slope and make connecnon between new and exist�ng pipe
Ensure all fithngs are restra�ned Ensure all sewage from exisnng pipe is contained and controlled in
accordance �nnth Secrion 7-08 3(1)D titled Control of Water
Place new pipe online Remove upstream plug
Plug AC pipe remaining on beach, dispose of removed secbons of AC pipe, backfill trench and restore
rock wall, slope, and beach
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7-17.3(4) Connection at Station 5+35 — Lent Landing (NEW SECTION)
This connecrion can only be made after the connect�ons at StaUon 1+00 and Stanon 30+82 have been
made and sewage is flowing through the new pipe
Malcmg the connecrion between the new sewer piping and the ex�snng p�ping at this locat�on requires
temporar�ly holding the upstream flow from the s�de sewer (14" cast iron) Install an �nflatable plug m
the MH upstream (in Lent Landing parlang lot) of the connecUon to stop upstream flow, flow will back up
and flow through an alternate route down to the new beach sewer Restdual flow from the downstream
pipe 20" AC may be present when the exishng pipe is cut, therefore the Contractor shall conta�n and
control any sewage in accordance `nnth Section 7-08 3(1)D hded Control of Water
Ctty of Bremerton
Eastside Beach Marn Replacement
March 2013
SP - 68
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Following is a proposed work sequence for accompl�shing the connecrion work at this locarion
1) Pothole/expose exisnng 20" ma�n, wye fithng, and 14" cast iron pipe to obtain measurements for
layout of new pipmg as shown m the Plans at that locat�on
2) Install new 24" HDPE tee on new mam, along with fittmgs and 14" gate valve NOTE Thts work needs
to be completed prior to mak►ng the connect�on atStat►on 1+00 and placingtlow �n the new p�pe
3) Start flow stoppage (72 hours max�mum duranon)
a Contractor to �nsert inflatable plug at upstream manhole to stop upstream flow and flow will
backup into ad�acent bas�n, the Crty v►nll show the Contractor in the field the locarion of the
upstream manhole
4) Cut the exisring 14" cast iron main to make connect�on Provide means to dra�n and control residual
sewage in the mam
5) Install new pipe and fitfings to make connecbon
6) Place new p�pe online Open gate valve at the new main and remove upstream �nflatable plug
7) Plug/cap ex�sring pipe as needed �
8) Set valve can and restore the beach
7-17.3(5) Connection at Station 13+87 — Rip Tide Condominium (NEW SECTION)
Th�s connecrion can only be made after the connecrions at Starion 1+00 and Stat�on 30+82 have been
made and the 24" p�pe is operanonal
Malung the connection between the new sewer piping and the existing pip�ng at this locataon requires
temporarily holding the upstream flow from the side sewer (8" cast �ron) Install an �nflatable plug �n the
MH upstream of the connecrion to stop upstream flow The MH is located at the top of the slope �n the
Rip Tide Condomimum complex Provide a means to pump the sewage that connnues to drain �nto this
MH to an upstream locarion on Lebo Blvd which the Owner will identify Pump shall be able to pump
min►mum 75 gpm to an elevahon of 75 feet, eshmated hose length = 300 feet to pump to MH on Lebo
Blvd Res�dual flow from the downstream pipe (20" AC) may be present when the 8" lateral pipe �s cut,
therefore the Contractor shall contain and control any sewage �n accordance with Sect�on 7-08 3(1)D
ritled Control of Water
Following is a proposed work sequence for accomplishmg the connecnon work at this locahon
1) Pothole/expose ex�sring 20" main and 8" cast �ron pipe to obtain measurements for layout of new
pip�ng as shown in the Plans at that locat�on
2) Install new 24" x 8" HDPE tee on new main, along with 8" gate valve NOTE Th�s work needs to be
completed pnor to maMng the connect►on at Stadon 1+00 and plac►ng flow in the new pipe
3) Start flow stoppage (72 hours maximum duranon) and pumping at upstream MH Submit a plan for
bypassing flow from this MH to an upstream locarion
4) Cut the eanst�ng 8" cast iron mam to make connection Provide means to dra�n and control residual
sewage in the main
5) Install new pipe and fithngs to make connechon
6) Place new p�pe onlme Open gate valve at the new main and remove upstream inflatable plug
7) Plug/cap existing pipe as needed
8) Set valve can and restore the beach
7 Air Release Valves (NEW SECTION)
Install air release valve assembly, including connection to main, fitrings, 4" gate valve, 2" HDPE p�pe, post,
2" brass gate valve, and air release valve m accordance with Detail in the Plans Connect�on at the new
Cny of Bremerton
Eastside Beach Marn Replacement
March 2013
SP - 69
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mam, whether a tappmg saddle or fused HDPE connection, shall be done before putting sewage ►nto the new
ma�n
4" Gate valves shall be non-rising stem, fusion-epoxy bonded coated with 316 SS bolts Mueller, M&H,
Clow, AVK or equal
A�r Release Valve shall be APCO/Dezurik Series 400 w�th SS body
The connecrion to the HDPE ma�n shall be 4" HDPE Alternahvely, the Contractor may use a Tappmg
Saddle for HDPE pipe The Tapping Saddle shall be 304 Stamless Steel �nnth 316 SS hardware, Romac, JCM
Industries, or equal
7-17.4
Measurement
Delete the second paragraph and supplement this section with the following text
There shall be no measurement for the lump sum b�d rtems "24-inch Sewer Pipe", "Temporary Bypass
Pumping System', "Connection to Existing Pip�ng at Station 30+82", "Connecrion to Exisring P�ptng at
Stat�on 1+00", "Connechon to Exisnng Piping at Station 5+35", "Connection to Ex�shng Piping at Stahon
13+87", "Air Release Valves"
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7-17.5
Payment
Delete this section and replace with the follo�nnng text
"24-inch Sewer Pipe", lump sum
"Temporary Bypass Pumping System", lump sum
"Connect�on to Existing Piping at Station 30+82", lump sum
"Connection to Ex�sting Piping at Starion 1+00", lump sum
"Connecnon to Existing Piping at Stanon 5+35", lump sum
"Connection to Existing Pip�ng at Stat�on 13+87", lump sum
"Air Release Valves", lump sum
Payment for the bid rtem "24-mch Sewer Pipe", lump sum, includes the complete cost of �nstalled 24" HDPE
sewer pipe from Station 1+00 to 30+82, includmg furnishing pipe, pipe welding, removmg intenor weld
bead, trench excavahon, pipe bedding, installmg pipe to the required line and grade, test�ng pipe, backfilhng
and compacting trench, and restor�ng the beach The lump sum pr�ce shall include any �n-line fitdngs at the
connechon pomts, all connections (butt-fuse welded, flanges, electrofuston), IocaUng wire, demolirion,
handling, and disposal of AC pipe required to install new pipe, plugging exishng pipe, control of water and
any other work required to provide a complete, pressure tested, and operable 24-inch sewer main to the
required line and grade from Stahon 1+00 to Stabon 30+82 ALL other pro�ect WORK that �s not descnbed in
other b�d ttems, shall be mcluded �n th�s bid �tem �n order to prov►de a complete, operable, fully funct�on►ng new
p�ping system as clescnbed rn the Contract Documents
C:ty of Bremerton
Easts:de Beach Mam Replacement
March 2013
SP-70
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' Payment for the bid item, "Temporary Bypass Pumping System", lump sum, shall include the complete cost to
mstall a fully operable temporary bypass pump�ng system at Stat�on 30+82 as shown on the Plans, including
the cost to install and operate the line stop, earthwork, piping, connections, a�r valve, restramt and anb-
flotation devices, operat�ng valves, ma�ntaming bypass, and removing bypass upon compleUon of the Work
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Payment for the b�d ►tem, "Connecrion to Exishng Piping at Stat�on 30+82", lump sum, shall include the
complete cost to make the connecdon between the new 24" HDPE pipe and the exisnng HDPE pipe at Station
30+82, including excavaUng and expos�ng the exisnng pipe, fabncating and installing new fimngs, cuthng and
abatement associated w�th exisring AC pipe, mak�ng the connechons, control of water, operating valves as
required, backfilling, restonng the beach, and other work as described m the contract documents to make a
complete and funchomng connechon between the exisbng and new pipe at Stat�on 30+82
Payment for the bid rtem, "Connechon to Exisbng Pip�ng at StaUon 1+00", lump sum, shall mclude the
complete cost to make the connectaon between the new 24" HDPE pipe and the exisUng pipe at Station 1+00
as descnbed in the Contract Documents, mcluding excavat�ng and expos�ng the ex�snng pipe, removing and
rebuilding the rock wall, fabricanng and installing new fitdngs, inserhng lmestop and holding/bypassing
flow, cuthng and abatement associated v►nth exisUng AC pipe, control of water, backfill�ng, restonng the
beach, and other work as descnbed �n the contract documents to make a complete and functiomng
connechon between the exisbng and new pipe at Stabon 1+00
Payment for the bid rtem, "Connechon to Exisring P�ping at Stataon 5+35", lump sum, shall include the
, complete cost to make the connechon between the new 24" HDPE p�pe and the ex�snng HDPE p►pe at Station
5+35 as described in the Contract Documents, mclud�ng excavaring and exposing the existing pipe, removing
and rebuildmg the rock wall, fabncanng and installing new fittings, inserhng inflatable plug mserhng
Imestop and holding/bypassing flow, cutting and abatement associated �nnth existing AC pipe, control of
a water, backfill�ng, restor�ng the beach, and other work as described in the contract documents to make a
complete and funchomng connection between the exisnng and new pipe at Starion 5+35
' Payment for the bid rtem, "Connechon to Exisnng Pipmg at Starion 13+87", lump sum, shall mclude the
complete cost to make the connecdon between the new 24" HDPE p�pe and the exist�ng HDPE p�pe at Station
13+87 as described �n the Contract Documents, including excavahng and exposmg the exishng pipe,
fabncahng and installing new fitdngs, mserhng mflatable plug and hold�ng flow, bypass pumpmg, cuthng and
� abatement associated with ex�sring AC p�pe, control of water, backfilling, restonng the beach, and other work
as descnbed m the contract documents to make a complete and funchomng connechon between the eaashng
and new pipe at Stahon 13+87
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Paytnent for the b�d �tem "Air Release Valves", lump sum, shall �nclude the complete cost to install the a�r
release valve assembly per the detail and this secrion, mcluding tap and fithngs for connechon to the 24"
ma�n, pipe, fithngs, valves, riser pipe, supports, and any other work to provide a fully operable and complete
air relief valve assembly as shown in the Contract Plans
' Crty of Bremerton
Eastsrde Beach Main Replacement
END OF DIVISION 7
March 2013
SP-71
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DIVISION 8 - MISCELLANEOUS CONSTRUCTION
8-01
8-01.3
�*****�
EROSION CONTROL
Construction Requirements
Delete this section and replace with the following
In an effort to prevent, control, and stop water pollunon and erosion �nnthin the pro�ect, thereby
protecring the work, nearby land, streams, and other bodies of water, the Contractor shall perform all
work in strict accordance with all Federal, State, and local laws and regulahons governing waters of the
State, as well as perm�ts acquired for the pro�ect
Because the pro�ect work disturbs less than 1 acre, an NDPES construction permrt is not required No
turbid�ty or pH monrtor�ng is required
Comply v►nth the perm�tting agency requirements as descnbed in Section 1-07 30
City of Bremerton Erosion and Sed►mentat�on Control Standard Details are included �n Appendix C �
The Contractor shall, in addihon to the requirements of the permittmg agencies and other legal
requirements, comply at all times wrth the follo�nnng
• A smgle indiv�dual shall be designated v►nth respons�bil�ty for implemenhng, mon�tonng and
maintaimng the temporary erosion control measures This indrvidual shall be a Cerhfied
Erosion and Sediment Control Lead (CESCL) CESCL cerhficarion shall be obtained and
submitted to the C�ty pnor to begmmng excavanon
• Affected streets shall be swept daily
� On the beach, restore all trenches and remove all stockpiles prior to inundation by hdal
waters each day At no hme is equipment perm�tted in the water
� Cr�t�cal drainage features and storm sewers receiv�ng runoff from exposed earth surfaces
shall be protected from siltation by temporary gravel berms or check dams made of crushed
surfacing top course mater�al
• Off the beach, stockpiled soil mater�als shall be protected from erosion at the end of each
work�ng day by covenng the piles w�th impervious sheenng, containing the edges w�th a
one-foot-h�gh gravel berm of crushed surfacing top course material or other means
approved by the Engmeer Soil stockp�les and other areas shall be dampened as need to
mimmize dust generahon
• All water removed from the trench shall be filtered and sediment removed pnor to d�scharge
to the environment Direct discharge to the beach is not permitted
• No drainage systems shall be blocked for more than one work�ng day or during per�ods of
runoff v�nthout temporary dra�nage bypass
• Gravel construcbon entrances shall be implemented as d�rected by the Engineer �n areas
where construction equipment travels off-road
• At the conclusion of construcrion operahons, the Contractor shall remove and legally dispose
of all sheetmg, soil and other materials that have become contam�nated with fuels and oils
Crty of Bremerton
Eastsrde Beach Ma�n Replacement
March 2013
SP-72
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• Insert filter-fabric catch basin inserts into affected catch basins for captur�ng sediment
Clean after every storm event and as directed by the Engineer Remove upon conclus�on of
the pro�ec�t.
• Mamta►n the cleanliness of roadways and walkways affected by construcrion operarions
Debris and rubbish shall not be perm�tted to accumulate and all premises shall be
maintamed in a neat and workmanlike cond�hon In the event that the Contractor fa�ls to
conform to these requirements, the Owner shall have the nght to have the work done by
others and the cost �nnll be deducted from the monies due the Contractor
8-01.3(1)A Submittals
Supplement this section with the follow►ng
The Contractor shall submit a TESC plan mdicanng the following
• Method for removing sediment from water pumped from the trench pnor to discharg�ng to the
env�ronment
� BMPs �n the staging area, includ�ng intent and method for cleaning staging area
8-01.4 Measurement
�*****�
There is no measurement
8-01.5 Payment
�*****�
Payment for temporary water pollurion, eros�on, and sed�mentahon control shall be �ncidental to other bid
rtems
8-05 BEACH MITIGATION AND CLEANUP (NEW SECTION)
���r*�*�
8-05.1 Description
This work consists of removing des�gnated rtems, pnmanly consisring of concrete rubble, from the beach as
requested by the Department of Fish and Wildlife in order to improve hab�tat for spawmng fish
8 Materials
Th�s sechon is not used
8-05.3
Construction Requirements
Cety of Bremerton
Easts�de Beach Marn Replacement
March 2013
SP - 73
.
Woody debns and branches in the trench path and that mterfere w�th construchon equipment shall be cut
and placed agamst the toe of bank.
Perform work for beach mirigation and cleanup as descnbed in the follo�nnng table and as further descr�bed
in the report ritled "Beach Mingation and Cleanup" in Appendix C Each rtem shall be removed from the
beach The Contractor is responsible for methods of hauling and d�sposal The stabon locat�ons are
approx�mate Crty staff will idenrify each locarion m the field using wooden stakes and flags An est�mated
amount of each rtem is indicated in the table
Small, miscellaneous rubble and debns have not been included in the report table Remove these rtems on
the beach as directed by the Owner
Submrt informarion on the disposal locabon and scale owner contact mformat►on, mcluding date of last scale
calibrabon
BEACH MITIGATION AND CLEANUP TABLE
Item # APPROX. DESCRIPTION OF ITEM TO BE ESTIMATED VOLUME OR
STATION REMOVED SURFACE AREA OF ITEM
00 3+50 Single piece of concrete debr�s on surface 0 5 CY
01 3+00 Excavate and remove bur�ed concrete 1 CY
debns
02 2+50 Concrete slab debns Do not remove back 150 SF of concrete surface
into slope area
03 1+00 Place quarry spall from beach back onto 1000 SF of concrete surface
slope above Sta 1+00 area
04 5+25 Wood piles on beach Remove in enrirety 15 piles, depth unknown
or cut off 2' below grade
05 6+00 Metal Sheet 6' x 12' x �iz" thick
06 6+50 to 7+00 Abandoned concrete bulkhead along east 750 SF
side of estuary, �n sechons
07 8+00 Abandoned concrete blockwall 5' H x 12' long
08 17+50 Duchle p�pe,12" or 8" 3 stzcks
09 20+50 Concrete fence post based and wheel Estimated 3
10 22+30 Abandoned retammg wall, vertical and 250 SF
hor�zontal
11 28+00 CMP Culvert 24" to bulkhead Approx 10' of 24" CMP
12 30+50 Miscellaneous CMU blocks and concrete Approx 15 CY
debns
Crty of Bremerton March 2013
Eastsrde Beach Marrr Replacement SP - 74
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8-05.4
Measurement
"Beach Mrt�gat�on and Cleanup" shall be measured by the ton of debris removed from the beach, hauled,
and disposed of at an off-srte locanon to be determined by the Contractor Measurement for tonnage
shall be based on actual printed and signed weight slips from cal�brated scales
8-05.5
Payment
Payment for the bid item "Beach MiUganon and Cleanup", per ton, shall be all labor, equipment, and mater�als
to remove the rtems from the beach as descnbed in this sechon and in Appendix C, including removal, haul,
and disposal of rtems, and surface restorabon as required Cleanng and removal of branches, limbs and other
foliage in order to perform the removal is incidental to this bid rtem
END OF DIVISION 8
Crty of Bremerton
Easlsrde Beoch Mam Replacement
March 2013
SP-75
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DIVISION 9 - MATERIALS
9-05 DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS
9-05 23 Descripdon
�*****�
Revise the 2nd paragraph as follows
Unless noted otherwise, all HDPE pipe sizes are based on Iron P�pe Size (IPS) The dimens�on rario (DR)
for all HDPE p�pe shall be 21 HDPE fithngs, where called for use on the pro�ect, shall be DR 17 or thicker-
walled Where required, provide transrtion between IPS-s�ze HDPE pipe/fithngs and DIPS size
pipe/fittings
Supplement this Section with the following text
Flange backup nngs shall be stainless steel
All nuts, bolts, and washers shall be 304 SS or 316 SS
All flanged HDPE fithngs shall be installed and torqued in accordance �nnth Plasric Pipe Insritute document
tided Bolt Torque for Polyethylene Flanged Joints TN-38 Quly 2011)
HDPE PIPE REFERENCES•
P�p�p dimensions and manLfact�ring rg�urements.
ASTM F 714-05 Standard Spec�ficanon for Polyethylene (PE) Pipe (SDR-PR) Based on
Outside Diameter Th�s standard is used for most large diameter HDPE pipe (4" to 63")
applicahons other than gas pipe
ASTM D 2513-05 Standard Specificarion for Thermoplastic Gas Pressure P�pe, Tubing and
Fithngs Polyethylene pipe and other plashc for natural gas d�stnburion are descnbed in
great detail in this standard
ASTM D 3035-03a Standard Specificanon for Polyethylene (PE) Plastic P�pe (DR-PR)
Based on Controlled Outside D�ameter Most HDPE water tubing (1/2 inch to 3") is made to
the dimensions in th�s standard While pipe sizes up to 24" are provided, very l�ttle large
diameter pipe is made to this standard
Installahon Standards.
ASTM D 2321-05 Standard Pracrice for Underground Installarion of Thermoplashc Pipe for
Sewers and Other Gravrty Flow Applications
ASTM D 2774-04 Standard Pracfice for Underground Installarion of Thermoplasnc Pressure
Piping
ASTM F 1962 Standard Guide for Use of Maxi-Horizontal Directional Drilling for Placement
of Polyethylene Pipe or Conduit under Obstacles, Includ�ng Rrver Crossings
ASTM F 585-94 Standard Pracnce for Insert�on of Flexible Polyethylene Pipe into Exisring
Sewers
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C:ty of Bremerton March 2413 ,
Eastsule Beach Ma:n Replacement SP - 76
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Easts:de Beach Marn Replacement
L_ 1
ANSI/AWWA C 901-2005 Polyethylene Pressure P�pe and Tubmg, 5 in (13 mm) Through 3
�n (76 mm) for Water Services
ANSI/AWWA C 906-2006 Polyethylene Pipe and F�thngs, 4 in (100 mm) Through 63 In
(1,575 mm) for Water D�stnbubon
�gJ�ng SLndards.
ASTM F 2620 - Standard Prachce for Heat Fus�on of Polyethylene Pipe and Fithngs
ASTM D 2657 - Standard Prachce of Heat Fusion Jommg of Polyolefin Pipe and F�ttings
ASTM F 1290 - Standard Prachce for Electrofusion Joming Polyolefin Pipe and F�thngs
Frtt�ng Stand�rds
ASTM D 3261 Standard Spec�ficarion for Butt Heat Fusion Polyethylene (PE) Plast►c
F�thngs for Butt Fusion Polyethylene (PE) Plasric F�tdngs for Polyethylene (PE) Plashc P�pe
and Tubing
ASTM F 1055 Standard Specificahon for Electrofusion Fithngs for Outs�de D�ameter
Controlled Polyethylene P�pe and Tub�ng
END OF DIVISION 9
Mnrch 2013
SP-77
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APPENDIX A
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KITSAP COUNTY PREVAILING WAGE
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Mips //fortress wa gov/lrv/wagelookup/prvWagelookup aspx
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� State of Washington
Department of Labor & Industnes
Prevailing Wage Sectlon Tetephone 360 902 5335
PO Box 44540, Olympia, WA 98504 4540
,1 Washington State Prevading Waqe
� The PREVAILING WAGES llsted here irxlude both the hourly wage rate and the houtly rate of fAnge benefitr On public works projects, worker's wage and benefit rates must add to not less than
this toW l A brief description of overtime calculahon reqinrements are provided on the Beneht Code Key
Journey Level Preva�ling Wage Rates ior the Effechve Date 3/152013
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htSps //fortress wa gov/lru/wagelookup/prvWagelookup aspx
f Ganes 10070� Through 199 Tore or 15U of hoom (indudl� Jlb 552.74� IA 3C � 8P
wIN aanchmmts�, Overhead, bridge type 100 tom and rner Tower I
aare up W 175 In helghG hase m 600m
Ganes Z(p Tore To 30D Tore, Or 25Q Of Boom (1�ludi� Jib W1th $53 31 7A 3C BP
IAttachments)
IGanes 45 Tore Throu� 99 Tore Under 15Q Of Boom (IncWding Jib $52.19 7A 3C BP
Wt[h Attachments) . �� �
� Cranes A frame 10 Tom And Under $48 92 7A 3C 8P i
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� � Cranes frktbn 10p Tons Through 199 7ois �� � 553 37 7A � � 3C � 8P
� Gaires Frictbn Over 1f1D Tore Y 553 87` � 3� BP
�Ganes Over 300 Tons Or .300' Of Boom (tnduding J(b With 553 87 7A 3C � Ba
�_ Attachments) Y � �� i
IGanes Throu� 19 Tore Wi[h At[achment5 A freme Over 10 Tom 557 ?B m 7A 3C BP
_ _ ._.... — _._.. — __�__..�_____ —
,� Crusher 551 7fM 7A 3C BP
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,_____._.._ _._..__ Deck Englrreer/deck Wi�hes (power) � �� � 551 7IR 7A �� 3C � 8P :
IDeMcla On BullM Work 552 19 7A 3C � BP #
Doier Quad 9 MD 41 D10 and Over � $SZ79 j[ 3C �
Oozers DA & Under S51 iB 7A 3C BP
I Orill 00.ers Auger 7ype Truck Or Cra�re Mount $51 28 7A 3C 8i
]DrilUngMachire $517fk 7A 3C � �
Elevatnr Md Man lift Permanent Md Shaft Type $48 92 7A 3C �
�Finhhing Machine Bidwell Md Gameca & Slm ilar Equ9qnent $51 7(k 7A �C BP
� �Forldift 30001bs And Over With AttachmerKS 551 28� 7A 3C 8P
iForklffts Under3Q00Lbs WINA[tachmmts $48.92� 7A 3C 3 BP
�� Grade E�Ineer Using Blue Prints, Cut Sheetr. Etc $�S1 �$ 3C m _�
_______ ...._ __W__.__ �kerhtakeman _ _ _ _ .._.. � ._ �A ..._�..._. � _ _ � �
Guardrail Punch � v S51 7l1� � 7A 3C BP S
GuerdrellPunch/Auger 551 7A 3C BP
Hard 7ail EiM Dump Articulatlng Of( Ibad EqWpment 45 Yards & $52 19� 7A 3C 8P
a�.
Hard Tail End Wmp Articuleti� OH road Epuip U�Mer 45 Yerds 551 7 3C 8P
Florizontal/directlonel DriLL Lowhor � S51 28 7A 3 C BP
� Fiorizontal/ Drill Operam $51 7A 3C 8G
____W___ _.._,_ �__ �. r.____W__ _.._ _...._ _ ._..__ . __
Hydredits/hoom Trucks Over 10 Tore 551 28 jA 3C 8P �� '
� � Hy�aUfts/boom Trucks, 10 Toro Md Under $48 92 7A 3C BP :
� Loader, derhead 8 Yards & Over�� ��� �� � $52 7 7A ��3C BP �
Lnader, derhead, b Yards But Not Intludl�g 8 Yards $52.19 7A 3C 8P
Waders O+erhead Under 6 Yerds $51 �A � 8P �
lo aders, Plent F ee d S51 7A 3C 8P
� lnaders Elevating lype Belt � ^ $51 28 7A �• ~ 7C 8P � �
Locomotives, All $57 7A 3C 8P
Ma[erlal7Farnier Devke $51 7� 3C ¢Q
� ���� Mechanfa, All (leadmen $0 50 Per Hour Over Mechanit) � $4 74 7A 3C _
Mbcers. Asphalt Plent 551 R1€ 7A 7C 8P
�MOtor PaVOI Grader Non finishfng 551 2BE 7A 3C 8P
Momr PaVOI Graders Finishing 552 19 7A 3C 8P ' "�
Mucking Machl� Mote, 7un�1 Drill. Boring, Road Header And/or $52.19 7A 3C BP
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011 Distributnrs, Blower DIsW Wtbn 9 Mulch Seeding OperaWr $48 jA 3C ,� �
Outslde Hofm (elevatws Md ManllRs), Alr Tuggers,svato $51 28� 7A 3C � 8P
� � ` Overhead Brldge Type Crare 20 Tore Through M Tons $57 Z 3C W 8P '�
Overhead, &ldge Type 10D To�s And der $52.74 7A 3C BP
Overhead Bridge Type 6 Tora Thrau� 99 Tore $4 19 7A 3C 8P �
Pavement &eaker $48 7A 3C 8P
Plle Drlver (other Then Crane lAount) $51 7A 3C 8P
Plant 011er Asphalt, Crusher 557 7B 7A 3C 8P ( �
Postlrole Dlgger Mechanlcal $48 7A 3C 8P �
Pov.er Plent 548. 7A 3C 8V �
Pumps Water $4892 jA 3S � �
Q uad 9. Hd 41 D70 And Ov $Sl 1 7A 3C BP W i
Quidc Tovrer No Cab Undcr 100 Feet In Hetght Based 7o Boom v � $48 �7A 3C � 8P �
IOemote CoMrol Operatar On Ruh6er Tired Earth Moving Equtpment $SL 79 7A 3C 8P i
Rigger Ard Bellman 548.92 7A 3C 8P
Rollagon 552 79 7A 3C BP
RoUer, ONer Then Plant Mlx $48 92 7A 3C 8P
fdoller, Plant Mix Or MuIN UR MateAals 551 7A 3C BP I
Ibto-miU, Rom grinder 551 7A 3C BP i
�_ Saws ConveOe _._... __.._. 55128___..____€__ ..............7A 3C 8P � �
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Shovel FxcavaWr,Backlwes Over50MetrlcTotuTo90MeWcTore
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3 Shovel Fxcavator Badclroes Orer 90 MeVic Tom
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�Tower Bucket Elevatnrs
�Tov.er Crane Over 1751n Height, Base To Boom
��Tawer Crane Up To 175 In Flefght Base To Boom �
I haiuporters All Track Or Truck Type
Trenching Machiires
Truck Crane 011er/drfver 10D 70� And O+er
$4 79t 7A 3C 8P
5517� 7A 3C 8P
$R 74 ^ 7A ^ mm � 3C _ 8P �
553 37€ _. _.� _ .._._.. � _� � _. _....
$52 79 ��7A � � 3C 8P
$52 19 7A ��� 3C �� � 8P
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3/15/2013 11 15 AM
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Power Equlpment Operatnrs Under{qound_Sewer & Watcr
Power EqylpmentQpera[ors Under,�ound Sew4r 8 Water
EgWpment Operotors Undergound 5ewer & Water
Power Equtpment Operators Un�ryound SeHer & Water
Povrer Eauioment O{}erators U�derpround Sevner & Water
Power Eguipmem Operators Un�r�ound Sewer & Water
�ay Dozer �
.t Plant OperaWrs
mt Engineer
r hlachhre (zlpper)
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551 7A 3C 8P
$52.19 7 3C =�� �
$48 92 7A 3C � 8P
551 7A � 3C + 8P
552 19E 7A � 3C 8P
$48 92; 7A 3C � 8P
5517d � 3� 8P �
551 7A 3C � 8P
$48 ffl 7A � ,8�
$48 97, 7A 3C 8P
$48 92, 7A 3C 8P
$51 RM 7A 3C 8P � �
$52.19 7A 3C 8P
$51 7A 3C �
$4H 92E 7A 3C � BP
Wncre[e Pump 7Fuck Mount W1th Boom Attachment Over �Q M SS� 19 7A 3C 8P
WncreteflnlshMachlne IaserSared 548. 79 � m � �
Concrete Pump Mounted Or liatler High Preaure Llne Pump Pump 551 28 7A 3C 9P
Hi� Pressure
Concrete Puma Truck Mouirt With Boom Attnchment Up To 9m $51 70i � 7A 3C 8P �
Comeyors S51 7A 3C 8P
Crenes 20 To� Through M Tons W1th Attachme�rts 551 7A 3C 8P ;
Crares 7DTore Throu� MTois Wi[h AttachmeMS Overhead, BAdge $51 7p 3C LL ��BP �� {�
Type Gane 20 Tore Through M Tom
Ganes 100Tons Through 799 Tors, Or 750' Of Boan (iixludi� Jib $S17N Z9 � 8? }
Wtth .�,
Cranes 711U Tons To 300 Tora, Or 25f7 Of Boom flndudi� J1b With � $53 37 7A 3C 8P
Attachments)
4ares 45 Tor6 Throu� 99 Tore UrMer 15D' Of Boom (induding Jib $Sl 79 7A 3C BP
Wfth Attachments) � �
Ganes A freme 70 Tore Md Uider $48. 1A 3C 8P
Ganes Frlctlon 100 Tore Through 799 Tore � 553 31 7� �S. .�
Genes Frlctlon Over I1D Tom 553 8 TA 3C 8P �
Crarks O+er 300 Tom Or 30D Of Boom (Induding Nb With $53 8 7A 3C BP
Attnchments)
Ganes Throud� 19 Tom With Attadimerds A frame Over 10 Tore S51 7A 3C 8P '
Derricla, On BWldl� Nbrk
Dozer Quad 9, HD 41, D70 and Over
Dozers D-9 & Under � __
Dr1LL 011ers Auger lype. iYuck Or Crnne Mount ____
OrllUng Machlne
Elevatnr Md Man lHt Permanent Md Shaft Type
Fnishing Machiire, Bidwe�ll And Gamaco & Similar EquiF
Forldift 3000 Lbs AM Over With Attndime�
Forld9fts Under 300D Lbs With Attachments
u, z9 �c er i
551 7A 3C 8P � �� �
$52.79 7A 3C 9P
$52.19 7A 3C 8P
$51 lA � e?
_____ ____......�___�___ � � _.�
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S51 7A 3C 8i �
y18 92E 7A 3C 3 8P
nent 551 7A 3C 8P \
S57 28 7A 3C 8P �
$4& 7A 3C BP
$51 7A 3C 8P
548. IL � � �
irailPunch S51 7A 3C �BP��
lrail Punch/AUger 557 7A 3� 8��
Tail End Dump Artkulntl� 0% Road Equipment 45 Yards & 552.19 7A 3C 8P
Ta4 End Oumn Artkulatim OH road Euuipnent Under 45 Yerds S51 7A 3C 8P j ,�
tal/directlonal Orill Opera
`tr/boom Trucks Over 10 T�
'ts/boom Truckt, 10TOrs A
Overhead 8 Yards & Over
Overhead, 6 Yards But No
�, Overhead Ue�der 6 Yards
, Plant Feed
� Elevatl� Type Belt
rtNes. All
50 Per Hour Over
Nitsep
S51 7A 3C BP
$51 7A 3C 8P `
$51 7A 3C 8P
548. 79 3S �2 �
� 552 7 7A 3C 8P �t
$5219 �7A����� � J 3C 8P
$51 7A 3C 8P
$51 7A 3C BP
$51 28 7A 3C 8P �
$51 7A 3C BV
$51 �A 3C 8P
:) $52 7 7A 3C 8P
$51 7A 3C BP
� SS'I 28 ___._ _ 7A _�___-... ._....�.-..7C 8P
Underground Sewer & Water Motnr Patrol Graders FiMsMng 552 19 7A 3C BP �
Undetground Sewer £t Water Mucki� MecMne hble Tunnel Drill Boring, Ibad Header Md/ar $52 19 7A 3C 8P �
Shield
Underwound Sewer & Water 011 Distrlbutnrs, Blower DlsWbution & Mulch Seeding Operamr 548 7A 3C ��
Underaro�nd Sewer & Water Wtside Hofsu (elevaWrs And ManURs) Afr Tu�ers sVam _ S51 1B 7A 3C ��� BP _ �
�..�..._... ______.�__...
Underaround Sewer & Water Ov erhead Brldge Type Crare 20 Tons Through M Tore � 5� 5 ,., __1 .. _7�_ ....,, _ �� a _ 7C 8P m,,,,,
____.�.�.,._.��.
Un�reound Sewer & Watrr O✓erhead, Brldge Type 100 To� Md Over � $52 7 �A 3C ��l _ 8? �
�� � , Underground Sewer & Wacer derhead, Bridge Ty 6 Tore Through 99 Tois SSt�55�7 ��_,.���������� W� 3 C __,�,_ -,,,,, 6? _
,I(itsap Po wer Equi�em Operators Und Se�+er & Water 1Paveme�K Breaker __ � _ ,,.,, _ _ ��„ L � _�_ � 8 P
' KiCSap Gower E ut ent O rators Under ound Sewcr & Water Plle Drlver (other Than Crare Abunt) � S51 7O �A � K��� BP �
Ni[sap Power Equtpnent Operators UR�r�ound Sevrer & Water Planc Oiler Asphal4 <<��+ u� � Z � � i �
, Kitsap Power E W ent O retore Under und Sewer & Water Postlwle Digger Mechanical 548.92 �A, 3C 8P
Kltsap Power E ui ent O ramrs Unde ound Sewer & Water I Pb�++er Plant $48 7L TA 3C 8P
Kitsap Power E W en[ O rators Under ound Sewer 8 Water Pumps Water 5'18 92� 7A 3C ' 8P
Nltsap Power E ui ent O rators Un�r ound Sewer & Water Quad 9, Hd 41 D70 AiW W er T __ �____� T 552.19 jA 3C_ .................. ��
Nibap Power E ui ent O rators Under ound Sewrr & Water � Quidc Tower No Cab UMer 10D Feet I n He1�t Based To Boom 548 92 �A 3C � 8?
Ki[Sap Power Eauiwnen[ Ooeretors UnderBOUnd Sewer & Water Remote ConW! Operatnr On IWbber T1red Eerth Mwing EqWpmeM $52 ___ 19[ _ 7A 3C � 87
. Kitsap Power Equipnen[ Operators Underg_ound Scn er & Water �� f Ri�er And Bellman 5��� L _�� �� �?
4 of 5
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APPENDIX B
CONSTRUCTION FORMS
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��t -
i
; l(� ACCEPTANCE OF COMPENSATION & RELEASE OF ALL CLAIMS '
;
r� ' <Project Title> ,
�� <City Project Number> -<City Construction Contract Number>
x
r <COI�TTRACTOR>, hereby mdicates agreement with, and acceptance of, the final Contract Payment of
�� � <$000,000>, the total Contract Pnce of <$000,000,000>, mcludmg Waslungton Sta.te sales and/or use
taxes, and the final Contract Tune of <NNN Days>, as full and final compensation for all Work
( performed in connection wrth Contract Number <City Construction Contract Number>, and does
hereby release the Crty of Bremerton from all clauns, liability, �demands, damages and actions of any
' kuid whatsoever, ansmg from performance of that Contract ,
� '
<CONTRACTOR> �
1'� ' ' :
By Date•
� } 4
(,�, Title � , �
,, �
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�� ' I
Cert�cate of Notarv - �
�� Subscnbed and sworn to before me tlus day of
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CITY OF BREMERTON
Pro�ect
Contractor
Pro�ect No
SHOP DRAWING SUBMITTAL
Submittal No
Date
Resubmittal (Y/N)
Pr�evious Submittal No --
To Be Com leted b the Contractor To Be Com leted b the Ci
Speafication No Make Amend
Item P/C Para / Dwg Copies Exceptions Corrections and Re�ected
No " Reference Descn tion of Item Sub'm Taken Noted Resubmit Resubmit
(") P- Partial Submittal, C- Complete Submittal
Contractor, irntial by either (a) or (b), to certify the following
(a) We have venfied that the matenal or equipment contamed m th�s subm�ttaf ineets all requirements speGfied or shown
(no exceptions)
(b) We have venfied that the matenal or equipment contained in this subm�ttal meets all reqwrements speGfied or shown,
except for the folloanng dev�ations (list dewations)
-
-
Contractors Authonzed Representative
Review Remarks
CorrecUons or comments made relaUve to submittals dunng this review do not relieve the contractor from Very tR�ly yours,
compliance mnth the reqwrements of the drewmgs and specifica4ons This check is ony for rewew of Clty of B�emerton
generel confortnance vwth the design concept of the pro�ect and general compliance v�nth the mfortnation Dept of Public Works and Utdities
groen in the conVact documenta The contractor is responsible for confirtnmg and comelatmg all quantdies
and dimensions, selecting fabncaUo� processes and techniques of construdion, 000rd�naUng h�s work wrth
that of other trades, and performmg his work in a safe and sat�sfadory manner Pro�ect Engmeer
�: • � ir►� s�� ii �e � i� ri ' i �' i�c' `:i L a� iii� �ii�i ;�i cs ;�i s
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CITY OF BREMERTON
WORK CHANGE DIRECTIVE (WCD)
WCD #: Date:
Project Name
Project #.
Contractor
Notice to Proceed Date•
YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S)
ATTACHMENT
If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order
is based thereon wdl involve one or more of the following methods of determirnng the effect of the change(s) The
Change Order wdl be executed in accordance with Section 1-04 4 of the WSDOT Standard Spec►ficat�ons, or Article 10 of
the General Conditions
Method of determinmg change m Contract Price
❑ Urnt Pnce
❑ Lump Sum
❑ Time & Materials
❑ Other
Estimated increase (decrease) in Contract Price
$
If the change involves an increase, the estimated
amount is not to be exceeded without further
authonzation
RECOMMENDED
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By
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CONTRACTOR
Method of determining change in Contract Times
❑ Contractor's Records
❑ Engineer's Records
❑ Other
Estimated increase (decrease) in Contract Times
Substantial Completion 0 days,
Ready for final payment 0 days,
If the change involves an mcrease, the estimated times
are not to be exceeded without further authorization
AUTHORIZED
CITY OF BREMERTON
By
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APPENDIX C
�� BEACH MITIGATION PLAN
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Date
To
From
Sub�ect
ENGINEERING . PLANNING . ENVIRONRI[ENTAL SCI£NCBS
4G60 ffiTSAP WAY, SUITE A
BREMERTON, WA 98312-2357
T 360 377 0014 F 360 479 5961
www parametnx com
TECHNICAL MEMORANDUM
February 25, 2013
Chris Waldbillig, WDFW
David Dmkuhn, PE
Mrtigation Plan - Eastside Beach Mam Replacement Pro�ect
cc Jerry Gregory, USACE
Bill Davis, PE - City of Bremerton
Nicole Floyd - City of Bremerton
Alison O'Sullivan - Suquamish Tnbe
Ned Lever, PE - City of Bremerton
Pro�ect Number 233-1896-110
Pro�ect Name City of Bremerton Eastside Beach Main Replacement ProJect
INTRODUCTION
Tlus technical memorandum presents a proposed Mitigation Plan for the City of Bremerton's Eastside Beach
Mam pro�ect (USACE Reference No NWS-2012-1308) Also presented are two revised JARPA figures
reflecting a recent design change m which the proposed new sewer line will be placed approximately 5 to 10 feet
downslope of the e�usting sewer line rather than 5 to 10 feet upslope
Tlus proposed Mitigation Plan is based on comments received from Waslungton Department of Fish and Wildlife
(WDFV� and Suquamish Tnbe staff dwmg a srte walk performed on February 12, 2013 Nlitigation was
requested by WDFW m response to the City's request to begin in-water work earlier than the anticipated
allowable work wmdow A May 1�` start date was requested to take advanta.ge of daylight low tides durmg May
and June of 2013 The mitigation requested by WDFW is to offset potential effects to riugratmg salmomds
resultmg from the change and mamly mvolves improving the near shore habrtat by removing foreign ob�ects from
the beach Effects to forage fish are not anticipated smce the restnctions on work in m May and early June are
based on protection of salmomds only With tlus techrucal memorandum, the Crty is changmg the request to
expand the work wmdow The revised request is to work dunng the penod of June 5�' through 12�' for a total of
eight worlang days The remamder of the work will be performed dunng the anticipated WDFW-approved work
window of June 15 to October 1
Table 1 below descnbes rrutigation rtems identified for the pro�ect durmg the srte walk wrth WDFW and Tnbal
staff In general, rtems hsted m Table 1 will be removed from the near shore habrtat usmg a track backhoe wrth a
thumb attachment and a small off-road dump truck or rubber tired loader The removal contractor will be grven
the option to haul the removed debns off the beach by land or using a barge All removed items will be disposed
off-site at a permitted landfill
LJ
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TECHNICAL MEMORANDUM (CONTINUED) �
Table 1. BEACH MITIGATION AND CLEANUP
ITEM APPROX. DESCRIPTION OF ITEM TO BE APPROXIMATE
NO. STATION REMOVED VOLUME, SURFACE
AREA OF ITEM, OR
NUMBER OF ITEMS TO
BE REMOVED
00 3+50 Single piece of concrete debns 0 5 cubic yards (C�
on surface
01 3+00 Excavate and remove surface 1 CY
concrete debris
02 2+50 Concrete slab debns Do not 150 square feet (S� of
remove back into slope concrete surface area
03 1+00 Place quarry spalls and np rap 1,000 SF of beach surface
from beach back onto slope area
above Sta 1+00 Place 1' topsoil
and plant �nnth nahve npanan
species (drought tolerant)
04 5+25 Wood piles on beach Remove 15 piles, depth unlrnown
or cut off 2' below grade
05 6+00 Metal Sheet 6' x 12' x�/z" thick
06 6+50 to Abandoned concrete bulkhead 750 SF
7+00 along east side of estuary, m
sechons
07 8+00 Abandoned concrete block wall 5' H x 12' long
08 17+50 Duchle pipe,l2" 3 segments of pipe
09 20+50 Concrete fence post base and 3 posts
wheel
10 22+30 Abandoned retaimng wall, 250 SF
venc�al and honzontal
11 28+00 Corrugated metal culvert (CMP) 10' of 24" CMP
24" to bulkhead Cut off and
remove
12 30+50 Miscellaneous concrete 15 CY ,
masonry blocks and concrete
debris
C:ty of Bremerton
Mrhgatron PJan - Eastsrde Beach Ma:n Replacement Pro�ect
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233-1896-I10 �
February 25, 2013
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� TECHNICAL MEMORANDUM (CONTINUED)
� Photographs of each irutigation site are attached Approximate statiorung is shown on attached rev�sed JARPA
Page 3
� Other umdentified miscellaneous debns items encountered wrtlun the footpnnt of the work areas will also be
removed It should be noted that no matenal will be removed that would potentially impact slope stab�lrty (such
as bulkheads located at the toe of the ad�acent bluf� Removal work will be conducted concurrently with other
� construction activity Large woody debns wrttun the footpnnt of the work will be tnmmed the mimmum amount
necessary and the trimmed pieces will be placed m upper mtertidal areas
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OTHER MITIGATION
The City has proposed to revise the West Beach Access Pomt to a location approximately 200 feet west of the
west end of the pro�ect Tlus location was observed dunng the February 12, 2013 site walk As agreed dunng the
site walk, the new ramp at tlus location will be constructed above NII-��W usmg crushed gravel surfaced wrth
"grass pave" concrete pavers The use of the pavers on the surface of the ramp will prevent the underlying
crushed rock from migratmg to the beach
�
Crty of Bremerton 233-1896-110
Mttigation Plan - Eastsrde Beach Marn Replacement Pro�ect 3 February 25, 2013
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I AGREEMENT FOR LIONS PARK PARKING
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LOT USE
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LICENSE AGREEMENT
This LICENSE AGREEMENT is entered into between the City of Bremerton, a Washington
' municipal corporat�on ("City) and
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("Licensee")
Whereas, Licensee has contracted `nnth the Crty of Bremerton to perform the pro�ect Eas�s�de
Beach Marn Replacement"
Whereas, in the Eastsrde Beach Main Replacement contract, the parties agree
that the Licensee has an option to use a portion of the Lions Park staging area
pursuant to the terms of this license agreement for the purpose of welding HDPE and
accessing the beach via a barge
Whereas, Licensee agrees to use the area in accordance with the terms set forth in this
agreement and in the contract Eastsrde Beach Main Replacement
Therefore, the City agrees, upon the following condit�ons, to grant Licensee a license
to utilize a portion of Lions Park upon the following conditions
1 License and Condit�ons City agrees to provide Licensee this non-exclusive license to
utilize a portion of the City's Lions Park west parking lot ("Property") for the use and
terms described as follows
A Use This license is granted to Licensee for the purpose of welding HDPE pipe
and using the boat ramp to stage a barge or boat for beach access The
Contractor agrees to provide traffic control as required or as directed by the
Owner
B Time Period The Licensee may close and occupy the designated area for the
durahon of the pro�ect for the described use Only a single closure is permitted
C Limits of work area The limits of the area reserved for the use are shown in the
attached Exhibit A The Contractor may not exceed these limits unless agreed upon
in writing with the Owner Contractor personnel vehicles shall be parked �nnthin the
designated staging area Where the Contractor exceeds the designated limits, $300
per day will be deducted from the Contractor's next pay est�mate
License Agreement
' Use of L►ons F�eld Parkmg Lot
Page 1 of 3
March 2013
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D Payment In considerahon for the grant�ng of this license, Licensee shall pay the
City a sum of $1,000 per week, payable to the City of Bremerton A week of
use shall begin on a Monday and end on a Sunday Payments shall not be
prorated if the area is occupied for a partial week If the City does not receive
payment within 15 days of completion of use, the amount shall be deducted
from the next payment
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E This license is given only for the above stated purpose Any extension or '
modificat�on of the scope of use shall only be m wrihng
F Licensee shall reasonably carry out the uses allowed v�nthin the Property so as not
to interfere with the City's use and operat�on of the remaining area of the
Property for public parking and use Provide signage at the entrance to ensure
public access to parking areas and provide flaggers when mobilizing and
demobilizing equipment and materials
G Licensee shall maintain the Properry in good condihon, shall clean any debris and
litter, and shall be responsible for any property or environmental damage
resulting from its use of the property Where damage or cleanup is not
remedied by the Licensee, resulting in repair, maintenance or cleanup activities
by City staff, the cost shall be deducted from the next payment
IN WITNESS WHEREOF, this Permit Agreement is executed and shall become
effective as of the last date signed below
CITY OF BREMERTON
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�ts
Date
Approved as to form
Bremerton City Attorney
Ltcense Agreement
Use of Lions Field Park�ng Lot
LICENSEE
By
�ts
Date
Attest
C�ty Clerk
Page 2 of 3
March 2013 '
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APPENDIX F
CONTRACT PLANS
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C iTY PROJ ECT #: 5325
REVIEWE��
N LEVER, P E
ANAGING ENGINEER
13
REViSIONS a +• r
NO DESCRIPTON DATE BY
TYVO INGHES AT FULL SCALE
IF NOT SCALE ACCOR�INGLV
SCALE
HORIZ N/A VERT N/A
i
SHT DWG. SHEET TITLE
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APPRO D BY
KNUCKEY, P E
ClTY ENGINEER
FlELD BOOK e+''� �� ���������
�e
pEPARTMB1iC't' OF PUBLIC tllfOi�KS 8 4lTIL9'PIES
�PIGIPl�BRING DIVISION
ORAWING NO
�RAWN BY 7H OES�GN 8Y WJD CMECKED BY� NL
DATE 3/13 WASH p E y 34787 DATE 3/13 WASH P E B J0749 OATE
COVER SHEET
LEGEND, NOTES AND ABBREVIATIONS
SF6EET IMDEX AND SURVEY CONTROL
WEST END STAGING AREA AND BEACH ACCESS ROAD
PLAN AND PROFILE STATION 9+00 TO STATION 6+00
PLAN AND PROFILE STATION 6+00 TO STATIOIV 11+00
PLAN AND PROFILE STI4TION 11+00 TO STATIOM 16+00
PLAN AND PROFILE STATION 16+00 TO STATION 21+00
PLAPI AND PROFILE STATIOiV 21+00 TO STATION 26+00
PLAN AiVD PROFILE STATION 26+00 TO STATION 30+82
STANDARD DETAILS
EAST CONNECTION AND BYPASS AT STATION 30+82
WEST CONPlECTiON AT STATION 1+00
SIDE SEWER CONNECTIORIS
WEST END ACCESS ROAD DETAILS
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ABBREVIATIONS LEGEND GENERAL NOTES
UTILITY VALVES AND FITTINGS SURVEY SURFACE FEATURES
AC ASBESTOS-CEMENT EXI ING Jj��J 1 ELEVATIONS ARE CIN OF BREMERTON DATUM, WHICH IS NATIONAL ADJUSTED VERTICAL DATUM 1988 (NAVD88)
ALUM ALUMINUM PIUS 112 35 FEET COORDINqTES ARE TO HORI20NTAL NATIDNAL ADJUSTED DATUM 1B° �ib� (NAD°
APPROX APPROXIMATELY _ ____ PROPERTY UNE � ROW
ARV AIR RELEASE VALVE --��— FLANGED CONNECTION 2 D(ISTING TOPOORAPHIC FEATURES SHOWN ARE BASED ON A FIEID SURVEY CONOUCTED BY AES CONSULTANTS
ASPH ASPHALT MAX MAXIMUM �--- MECNANICAL CONNECTION (MJ) - " GOVERNMENT MEANDER LINE pURINGAUGUST2012
AVE AVENUE MH MANHOLE _ 13v _ MAJOR CONTOUR 3 HORIZONTAL ALIGNMENT IS BASED ON THE CONSTRUCTION BASE LINE5 SHOWN ON THE DRAWINGS GENERALLY
AVWVA AMERICAN WATER YVORKS ASSO( MHHW MEAN HIGHER HIGH WATER ��� GATE VALVE (FL� THE CONSTRUCTION BASE LINES ARE COINCIDENT VNTH THE CENTERLINE OF THE PIPE
MIN MINIMUM ___ _______ __ MINOR CONTOUR
BLOG BUILDING MISC MlSCELLANEOUS 4 HORIZONTAL DIMENSIONS AND STATION OFFSETS ON PLAN AND PROFIIE SHEETS TO PIPELINES MANHOLES AND
BM BENCH MARK MJ MECHANICAL JOINT —i} f— BUTTERfLY VALVE (f'L} t y TOE Of BANK OTHER FACILITIES ARE TO THE CENTERLINES OF THOSE FACILITIES UNLESS SPECiFICALLY NOTED OTHERVNSE
BOC BACK OF CURB MLLW MEAN LOWER LOW WATER —a-- pLUG VALVE — E� � EDGE OF PAVEMENT �NVERT ELEVATIONS IN MANHOLES AND OTHER STRUCTURES IDENTIFIED IN THE PLANS REFERS TO THE
BOT BOTTOM -�—t�,r— BACK OF CURB ELEVATIONSATTHEINVERTOFTHEPIPE
BOW BACK OF WALK N NORTH �q L 5 THE CONTRACTOR SHALL MPJNTAIN ALL SURVEY MONUMENTATION WITHIN PROJECT LIMITS ALL DAMAGED
NC NATIONAL COARSE �' `If CHECK 4ALVE (f'L) -eo�r BACK aF WALK MONUMENTS SHALL BE REPLACED AS RE�UIRED BY THE CITY UNDER WAC 332-720
C8G CURB 8 GUTTER N/C NORMALLY CLOSED �`��' 5URVEY CONTROL POINT
C8 CATCH BASIN NF NATIONAL FlNE N� f�ANGED ADAPTOR (FL X MJ) 6 MANHOLES AND STRUCTURES ARE SHOWN ON 7HE PLANS SYMBOLICALLY CONSTRUCT MANHOLES AND
CCP CONCRETE CYLINDER PIPE NG NATURAL GAS _ ��G� `� MONUMENT STRUCTURES AS SHOWN ON THE DETAILED DRAWINGS AND AS SPECIFIED
CQF CONTROLLED DENSITY FILL NO NUMBER =— SOL1D SLEEVE (MJ) 7 RIGHT-OF-WAY AND PROPERTY LINES ARE SHOWN APPROXIMATE ONLY
CF CUBICFEET N/A NOTAPPLICABLE LXXXX7) ROCK WALL
CI CAST IRON NTS NOT TO SCALE � PIPE CAP (MJ� ,� � CONCRETE WALL 8 7HE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR FURNISHING INSTALLING ANO MAINTAINING
WARNING SIGNS AND DEV3CES TO SAFEGUARD THE GENERAL PUBLIC DURING WORKING AND NON-WORKING
CL CENTERLINE CLASS —x—x— fENCE HOURS
CO CIEAN OUT OC ON CENTER —o-- REDUCER (FL)
COL COLUMN OD OUTSIDE DIAMETER �. OR _� SIGN B GRADE SHOWN IN THE PRaFILE IS ALONG THE CEN7ERLINE OF THE PIPE AND IS FOR BOTH �XIS7iNG AND FINAL
CONC CONCRETE OL OVERLAY GRADE THERE IS NO CHANGE 13V GRADE
CONN CONNECTION
CONST CONSTRUCTION PCC PORTLAN� CEMENT CONCRETE
CSTC CRUSHED SURFACE TOP COARSE PE Pu+�N END
CY CUBIC YARDS PL PROPERTY LINE UNDERGROUND UTILITY PIPING CONSTRUCTION NOTES
POW POWER
D STORM DRAIN PP POWER POLE YS M80L SERVICE i MAINTAIN CONVEYANCE OF STORM ORAINAGE, SEWAGE FLOWS AND WATER SERVICE DURING THE
DEG DEGREE PV7 PAVEMENT CONSTRUCTION WHEN AN OUTAGE OR BYPASS IS RE�UIRED iN ORDER TO CUT THE EXISTING PIPE AND MAKE A
DEPT DEPAR7MENT PVC POLYVINYL CHLORIDE c STORM DRAIN CONNECTION THE CONTRAC70R SHALL NOTIFY THE CITY 72 HOURS AHEAD OF TIME THE DURATION OF THE
DI DUCTILE IRON PW POTABLE WATER __ �,� SAN SEWER FORCE MAIN NOTE QUTAGE SHALL BE LIMITED AND AGREED UPON 1MTH THE OWNER PRIOR TO THE ACTUAL WORK
DIA owMe�R �' NOT ALL ITEMS SHOWN 2 NEARLY ALL WORK OCCURS BELOW THE ORDINARY HIGH WATER MARK (OHWM) PLAN AND EXPECT TO DEWA7ER
DP DEEP R RADIUS ,> SEWER
DWG DRAWING RD ROAD ROOF ORAIN ON THIS SHEET ARE THE TRENCH DUE TO TIDAL INFLUENCE SUPPLY ANp MAINTAIN ALL EQUIPMENT FOR PUMPING WATER FROM THE
REINF RElNFORCED OR REINFORCING W WATER TRENCH TO OBTAIN A DRY, STABLE BOTTOM FOR INSTALLING THE NEW PIPE ALL COSTS FOR DEWATERING THE
E EAST REQD REQUIRED _ S TELEPHONE INCLUDED IN THE PLANS TRENCH SHALL BE CONSIDERED INCIDENTAL TO OTHER BID ITEMS REFERENCE SECTiON 7-08 3(1)D FOR
EA EACH RJ RESTRAINEQ JOINT ADDITIONAL INFORMATION ON CONTROL OF WATER
EF ELECTRO-FUSION RT RIGHT - .- - GAS 3 SURVEY AND FIELD STAKE ALI. ALIGNMENTS PRIOR TO EXCAVATION SUBMIT RECORD DRAIMNGS BASED ON
EL ELEVATION ROW RIGHT OF WAY ._ .'._._�, POWER FIELD SURVEY UPON COMPLETION OF PROJECT
ELEV ELEVATION
ELL ELBOW S SOUTH SLOPE SEWER 4 TNE LOCATION AND DEPTH OF EXISTING SEWER PIPING ANO SIDE SEWER CONNECTIONS ARE NOT KNOWN VNTH
EM80 EMBEOMENT SD STORM ORAIN CERTAINTY POTHOLE TO VERIFY PRIOR TO WORK AT THAT LOGATION IN ACCORDANCE WITH SECTION 7 08 3(5)
EP EDGE OF PAVEMENT SQMH STORM DRAIN MANHOLE DETAIL & SEC REFERENCE SANITARY 8� STORM 5 UTILITY CROSSINGS ARE GENERA�LY SHOWN ON THE PLAN AND PROFILE DRAWINGS WHEN KNOWN IF DEPTH IS
ETP EASTSIDE TREATMENT PLANT SL SEWER LATERAL NOT SHOWN, THE OWNER MAY DIRECT THE CONTRACTOR TO POTHOLE THE UTILITY TO CONFIRM THE ELEVATION
EX EXISTING SQ SQUARE �—" PRIOR TO CONSTRUCTION
SR SURFACE RESTORATION OETAIL NUMBER �`�L�G ITEM
FD FLOOR DRAIN SS SANRARY SEWER Z 6 VERIFY LOCATIONS E�EVATIONS LENGTHS DIAMETERS MATERIAIS STRUCTURE TYPES AND QTHER
5 ( UTILITY MANHOIE PARAMETERS OF EXISTING FACILITIE8 TO WHICH NEW STRUCTURES/PIPING WILL CONNECT BEFORE ORDERING
FIN FINISHED SSFM SANITARY SEWER FORCE MAIN DRAWiNG NUMBER WHERE DETAIL �"
FH FIRE HYDRANT SSMH SANITARY SENfER MANHOLE � MATERIALS
FL FIANGE SST STAINLESS STEEL IS LOCATED �uj STORM DRAIN MANHOLE
FLR FLOOR ST STREET �- 7 SPECIAL CONSTRUCTION GONSTRAINTS SEpUENCES AND COORDINATION WITH THE OWNER ARE DISCUSSED IN
SECTION LETTER `,S) SANITARY SEWER MANHOLE SPECIALPROVISIONSECTIONSI-080(6)AND7-OB,AND7-17
FM FORCE MAIN STA STATION A 8 OVERHEAD UTILITY CA6LE5 (E G POWER CABLE ETC) ARE GENERALLY NOT SHOWN DETERMINE THE EXTENT OF
FT FEET FOOT STD STANDARD CATCH BASIN
FTG FOOTING FITTING SY SQUARE YARDS ORAWING NUMBER WHERE SECTION � HAZARDS OR IMPACTS ON CONSTRUCTION ACTIVITIES DURING THE BIDDING PROCESS AND PRIOR TO
IS LOCATED r � CULVERT MOBILIZRTION FOLLOW LAWFUL AND SAFE PROCEDURES DURINO CONSTRUCTION FOR WORIONG AROUND
G GAS TELE TELEPHONE OVERHEAD POWER COORDINATE 1MTH THE RESPECTIVE FRANCHISE UTILITY (I E GAS CABLE, POWER
GM GAS MAIN TEMP TEMPORARY - 3 SANITARY SEWER TELEPHONE) FOR LOCATING PIPING OR CONDUIT
GR GRADE THK THICK 8 NOT AlL BUILDINGS ARE SHOWN ON THE PLAN SHEETS THE CONTRACTOR IS RESPONSIBLE FOR WALKING TNE
GS GAS SERVICE TOB TOE OF BANK i> STORM DRAIN PROJECT AREA TO CONFIRM POTENTIAL OBSTRUCTIONS
GV GATE VALVE TOS TOP OF SLOPE — M SEWER FORCE MAIN 10 WI7HOUT EXCEPTION ALL PIPE JOINTS SHALL BE RESTRAINED REFERENCE SECTION 7 17
TYP TYPICAL �
HOG HOT DIP GALVANIZE UG UNDERGROUND
a
HDPE HIGH DENSITY POLYETHYIENE UP UTfLITY POLE
HRS HOURS �
HMA HOT MIX ASPHALT VERT VERTICAL
Ho� HORIZONTAL VAR VARlOUS WATER GAS, TELEPHONE 8 POWER
HT HEIGHT
W WEST WATER EXI571NG ,�T� S N IT
I� INSIDE DIAMETER WB WESTBOUND �
IE INVERTELEVATION WM WATERMAIN WATERMETER �'j or �( WATER METER BOX ;� �
WS WA7ER SERVICE ,� t.. TELEPHONE VAULT/MANHOLE
L LENGTH 1NT WE�GHT ��} FIRE HYDRANT � JUNCTiON BOX
LF LINEAL FEET
� GATE VALVE �c?- UTILITY POLE
— �It' — BUTTERfIY VALVE F— UTILITY POLE ANCHOR
(�; VALVE POST MARKER �.� ..�_�, TRAFFIC SIGNAL
w - WATER MAIN r TEIEPHONE LINE (BURIED)
— R�� RESERVOIR SENSING LINE „ GAS LINE (BURIED)
'M TELEMETRY ° POWER LINE (BURIEO) ;
- TM - TELEMETRY
v� ay �9
�" �`' � REVISIONS a � Z Fi�o sooK CITY OF BREMERTON
t �' = No OESCRPTION QATf er DEPARTMENT OF PUBI.IC WORKS S IJTILITIES EASTSIDE BEACH MAIN REPLACEMENT Gz �
TWO INCHES AT FULL SCALE
�R� � �,a IFNOT6CALEACCORDINGLY ENGINEEItIN� DIVISION LE6END, NOTES, AND ABBREVIATIONS � 2 `
� ORAWiNG NO � �
�j�++� f s� �� SCALE RRAWN BY TH DESIGN 8Y WJD CHECKED BY NL 15
'J' HORIZ N/A VERT N/A DATE J//3 WASH P E {f 3479) DATE 3/13 WASH P E (/ 30749 OATE 3/i3 �
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PIPE CENTERLINE CONTROL POINTS AND ELEVATIONS
STATION NORTHING EASIING SURFACE PIPE IE
�+40 1194867 80 217588 02 119 90 113 23
1+75 1194940 24 217568 59 119 90 112 93
2+50 1195013 95 217555 46 119 20 112 63
3+25 1195088 50 217547 18 119 00 112 33
4+25 1195188 01 217537 36 118 40 111 QS
4+75 1195237 86 217537 36 117 70 110 46
5+25 1195287 70 217530 65 116 30 109 40
5+75 1185336 35 217520 36 116 20 108 32
6+25 1195378 10 217500 06 113 30 107 24
6+75 1195417 60 217469 53 114 40 106 77
7+25 1195458 20 217443 71 114 80 106 91
7+75 1195507 14 217428 68 115 40 107 06
g+25 1195555 92 217417 67 119 90 107 20
g+75 1195605 23 217409 41 116 30 107 34
g+50 1195679 02 217395 92 115 00 107 55
10+50 1195777 80 217380 36 115 10 107 84
11+50 1195877 23 217370 39 114 90 108 12
12+50 1195977 19 217371 29 115 80 108 41
13+25 1196052 02 217376 00 114 90 108 62
14+00 1196126 69 217377 35 114 6Q 108 84
14+75 1196200 53 217368 46 115 10 109 39
15+25 1196250 78 217362 76 116 90 11Q 23
15+75 i196300 15 217354 87 120 00 111 07
16+25 1196346 42 217238 08 120 50 111 92
18+25 1196529 61 217257 84 118 70 112 88
19+00 1196600 60 217233 73 121 50 114 33
19+75 1196674 21 217220 12 118 30 112 05
20+50 1196746 57 217200 41 116 20 110 06
21+25 1196818 54 217179 37 114 90 109 34
22+00 1196889 38 217154 75 114 80 109 06
23+00 1196983 22 217120 19 115 10 108 67
24+00 1196p76 35 217083 94 114 80 108 29
25+00 1197166 13 217039 91 114 70 107 92
26+00 1197255 16 216994 68 114 40 107 62
27+00 1197341 59 216944 58 11510 10716
27+50 1197384 13 216918 26 115 20 106 97
2g+00 1197449 72 216882 09 115 20 106 77
29+00 1197514 77 216844 76 115 20 108 17
2g+75 1197579 38 216806 80 115 90 109 05
30+50 1197639 87 216762 46 115 90 109 56
30+82 1197665 00 216743 55 116 20 109 80
�
REVISIONS
NO DESCRIPTION
EX[Sl1NG SURVEY CONTROL POINTS
NUMBER NORTHING EASTiNG
6 1194833 49 217579 41
7 1195853 88 217276 60
8 1195587 24 217278 08
9 1195332 75 217628 77
10 1195280 66 217417 69
11 1196274 49 217338 72
12 1194585 77 217556 Q8
13 1194411 52 217598 59
14 1194047 14 217721 27
15 1197219 30 216957 76
16 1193701 32 217920 24
SURVEY NOTES
1 THE CONTRACTOR SHALL MAfNTAIN ALL
MONUMENTATION WITHIN THE PROJECT LIMITS
MONUMENTS THAT MAY BE DESTROYED BY
CONSTRUCTION SHALL BE REFERENCED AND IF
DESTROYED SHALL BE RESET PURSUANT TO RCW
SECTION 58 09 13 AND 332 130 030
2 MONUMENT LOCATIONS SHOWN ON THE PLANS ARE
APPROXIMATE THE PLANS MAY NOT INCLUDE ALL
MONUMENTS FIELD LOCATION OF MONUMENTS AND
REFERENCE5 ARE THE RESPONSIBILITY OF THE
CONTRACTOR THE CITY WILL PROVIDE RECORDS OF
SURVEY TO THE CONTRACTOR AFTER CONTRACT
AWAfiD
3 REPLACEMENT MONUMENTS SHALL BE BRASS CAP IN
CASE PROVIDE SUBMITTAL OF PROPOSED PRIOR TO
INSTALLATION
4 AN ELECTRONIC COPY OF THE AUTOCAD DRAWtNG FOR
THE PLAN AND SURVEY FROM AES CONSULTANTS (JULY
2012) WILL BE FURNiSHED TO THE CONTRACTOR UPON
REQUEST TO ASSIST IN LAYING OUT PIPE ALIGNMENT
HORIZONTAL GONTROL
WASHINGTON STATE PLANE, NORTH NAD 83 (03)
PT #2 SET �" REBAR WITH RED I D CAP IMPRINTED
' CONTROL 20795" IN LIONS PARK +/- � g0 WEST OF
EASTSIDE TREATMENT PLANT, 19 5' SE OF SE CORNER
OF CONCRETE PAD FOR BENCH, 1 0' NORTH OF 4'
pIAMETER BOULDER
N 217825 2640, E 1194530 5400, ELEV = 125 22 (COB DATUM)
PT#9 SET�" REBAR WITH RED f D CAP IMPRINTED
"CONTROL 20795" IN LENT PARK, 34' NORTH OF STAIRS
70 BEACH, 23' WEST OF SEWER MH, 4 5' WEST OF
CONCRETE SIDEWALK
N 217628 7744, E 1195332 7541, ELEV = 130 36 (COB DATUM)
o , 2
OA'IE BY
TWO INCHES AT FULL SCALE
IF NOT SCALE ACCOR�INGLY
SCALE
HORIZ N�A VERT N/A
FlELD BOOK
NO i
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5 SAW CiJT AND REMOVE EX�STIWG CONCRETE WALL AS � ��° � ,`' ' � � '•• / :,, �r� , '�', /I „ ,��� /f
NOTES /,` ��% � � �� � � �� / t , / � � � i` ., iii ;/�' �� � i 'i
SHQWN ON THE PLANS TO CONSTRUCT ACCESS ROAD %� �; � %, � g�qq� �Qp �p� �r` i..` " r�� " '/�� ' f
1 THE WEST END STAGING AREA IS LOCATED AT THE BASE OF � , �, �, ' % � ; `� ,i , %' j , �' � � - �TRUCT NEW �a`w10E f
EXISTING WALL IS 12" THICK REMOVE TO MINIMUM 12" „ DO;HQT pi3't�1R�„ ,�. �� �„ y��� „ � ��p�g Rpqp
THE EASTSIDE TREATMENT PLANT IN EAST BREMERTON �•!'%� � � � �
THE SITE ADDRESS IS 2475 STEPHENSON AVENUE, BELOW SURFACE OF NEW ACCESS ROAD ESTIMATED 200 �;/ � i, `�� ,s�%� �;� � $¢ pjp� $, i' '+� i��
SF OF WALL SURFACE SCHEDULE� FOR REMOVAL GRIND �' �� � � , /.� ;� "� '<� �; t1,�° � �� �r..
BREMERTON, WA 9837 � THE STAGING AREA IS APPROX �', � ' � � ' ' � "%'; � " "��f .' ' 1 ' l
AND GROUT CUT EDGE OF WALL SMOOTH '�, ,,; �� . � f �; � "� ; t p[EW 14' WFDE DOtiBLE GATE. `
3500 SF OF ASPHALT SITE ACCESS IS THROUGH THE GATE � � �; i. � £, ��� '� ,.---` }
.�i , i �:i .•1 as �.„--• 8EE HOTE 7.' 9TAC�NG AtiEA ..✓'
ON STEVENSON COURT CONTRACTOR MAY USE SITE FOR 6 CONTRACTOR TO INSTALL 270 LN Ff OF NEW 8' HIGH FENCE DO P10T DI�TUR�ARF./� ,, ';; „ �� f �p ,»�� �/ , ��
i.' / �f� � :£,.v'�,. , .,
STORAGE OF ALL EQUIPMENT AND MA7ERIALS AS WEIL AS WITH 18" HIGH SECURITY WIRE MATCH EXISTING FENCE �/�� O� �„ ,�,��,�,�,�; ,' , , j �� f �%, f f ` �; ��"�� �
� . / i, i� %r % i . ' i
BEACH ACCESS AFTER ROAD IS CONSTRUCTED FOR OIMENSIONS AND ST'LE FQR MATERIALS AND �%; ��'%<� '� �%� "� % ir �'� %';; %' _+s x� ${p� $� � � s f �
y�1�� / '� � `�//,: %t � 6 �
CONSTRUCTION DETAILS REFERENCE WSDOT STANDARQ ���j �% ��f iy f r '� / ii F i/' , � ,. � r
2 DAMAGED ASPHALT IN STAGING AREA SHALL BE SAWCUT p�,qNS "L" SECTION AND STANDARD SPECIFlCATIONS ����'�i�, � '�' ''i" h"%�;� %o%%�� ���• %�� �`r ��G �� i j , �
i ii /. ; i ;/ � �� . �� o r' i r
REMOVED AND PATCHED WITH 3 THK ASRHALT OVER 6" SECTION 9-16 FOR TYPE 3 FENCE AND GATE ������� ;� ���%' ��% ��!��% �i ;,> �{ '� !' ����� w`41!" , ' �� � i
THKCRUSHEDGRAVEL ;,•,�f';f%/� r'`; :F,f;%:�� � n, � . 3£ENOTE.SAND$HEECOS .;
/ . :'ii' � � "��,�� :%%� .' �` % /'
7 DOUBLE GATE SHALL BE 14' WIDE X 6' HIGH WITH 18" HIGH �'%',i„' %!/ j�r'� � �%�/'! % • , i� �,� ' ,
3 CONSTRUCT 13 WIDE X 6S LONG THICK ACCESS ROAD AS � �� � ii'��!�:'r>/. ������ � :%' % �� %' i �%; � ' � , . % %
SHOWN ROAD SURFACING INSIDE WALLED AREA SHALL 8E SECURITY WIRE REFERENCE STANDARD SPECIFICATIONS � f;�� /�� f ��l.i�,�;Jp � ;%,�', i ;'G,� ',' > F ,.� �' „ ,�~ ;; ! ��
PERMEABLE BALLAST TRANSITION TO PAVERS OVER CSTC SECTION 8-76 1(1)E FOR GATE CONSTRUCTION AN� �l ���l�� ;'%/� %i� ' �� � i� , y `� ; a; /y !, I 1 P �
/ i/i/�% r • ..i'.. j t %' � a�r ����� �� �I��1s ���3�i ���f ��
MATERIALS PROVIDE WITH DROP-BAR LOCKING �EVICE , � � ,/• r�i ,; , ; „ i , %l ;>;�, � , „/ � , �, ,�>r� �f� �,� 6�� � �3� a ;ys ;���{��'� ' �
AT WALL AND CONTINUE TO BEACH AS SHOWN ON THE '�• �f y � i���/%y�%`�a, ..�// t/i ii ,'% 2,` �y '� �i/i � , 3, �';t ;�',� �'7„*, ,
r '� ��<' 4'il'/ i .. % y%. :�/%% ' STAS3WOAFiF/1WHIR$ � �Yr .'�'iti11G%s , �D� I , '� , r
PLANS CONTRACTOR MAY PLACE TEMPORARY SURFACE 8 TO PREVENT THEFT AND VANDALISM BEFORE ERECTION OF F /� iYf �!; �� �7%� � ` .r. �ia�, „ � . /f, ��/. � ��. ° � '- ��� °� � '�%wy'"� ; fy , � n
CONSISTING OF 2"�" QUARRY SPALLS OR PERMEABLE NEW FENCE, AFTER WALL REMOVAL PLACE 1EMPORARY 6' j��i� �;' j��%%%�% %/<, r;; %��i ff �� ,�,, �; i% ''` ' � „
�� �� / ��� r l �, ' f �� ' % �` ��� j � i ✓,B i� l' � i �i i�q fF f 'a
BALLAST AND DELAY PtACEMENT OF PAVERS UNTIL HIGH SECURITY FENCE AROUNO STAGING AREA AND AT :� �S�";f a��. j i fI j� � t`� f F � �QN �/u'��; ' � 1. ,, , ,� � ,� � ` y � � ,�, % � , ,�,
PROJECT COMPLETION ANY ROCK DRAGGED ON THE SITE AS NEEDED TO COMPLETELY ENCLOSE ETP SITE '�//��� k� �;� f� i j � i %'' SHEET�QS ' . ��'! �� � � , , .. ���� ;'/F ,
�� f. /� /�/i% ,, , . S�
BEACH FROM EQUIPMENT SHALL BE REMOVED QAILY AT j r,:" '�s ,/; �,;; �/.'� %' i �.�/�f! �, ' , �' r ,,% �
� �l ��'�� • /��`%% %�.�ii5i�f,f� � i < � � � . , f , �
THE DIRECTION OF THE ENGINEER e'`� �J�� " � � � l � �� �/ � � �� �f�� .. / YY ,, ` r ' , ��
�' � fi �»'��/ ����i �� �i' fjr//5 � y � � � �'i ��'1,��' i
4 OEMOUSN EXISTING 5 HIGH PENCE WITH BARBED VNRE ,�.�� ;��'�.�//�,�, �"�/i j%9o���/%j ��j �! i��/!,� y ��'/��., f ,�f' % ' ' �, TREI�1M�fFf „�, %,'
� AND POSTS (250 LF) STARTING AT ACCESS ROAD 01NNER ��`�s�� i i�`�����' �'�� x�!�; ����� j j%� j/ f;���%� � % i `%�� � i� �.
� WILL MARK LIMITS OF FENCE REMOVAL IN THE FIELD FILL �".�*�c y�`��'i;�` ��� iwn ��E i % �ti��'��� � %�' ����' !i" > ' ���/�� / � � �
t POST HOLES IN TOP OF WALL WITH CONCRETE ` � � � f � f�� // ir u� f/ ' �'', � "J ,� l ' '
��,�` j �y �� ix. �F�� ��/� .�;,,/,,,���%�� ,. �,,,,,, � " l °'} N '
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�° � �� No oESC�wavn�o►Si IONS �� � o � r Fl� e� CITY OF BREMERTON EAST SIDE BEACH MAIN REPLACEMENT C1 �
DEPARTMENT OF PUBLIC WORKS 8 UTILITIES �
u � a � T'"°'��$"r�"`s� ENGINEERING DIVISION WEST END STAGING AREA 4 �
'�� IF NOT SCALE ACCORpiNGIY y
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'�� (� � SCALE DRA1NINf3 NO o �� � TM oESicN er wro c►�c�n er Ni qND BEACH ACCESS ROAD Z 15 �
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ClTY OF BREMERTON IE=12o 78' 18"Steel S ENT LANDlNG PARK
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I STfPHENSON PROPER7IES LLC , JANAPPLETON�S � LANDING SDMH
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SEE SHEET D3 �' =_ ABANDON '
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130 f �
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125 125
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f20 v = v 120
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� q No DESCRIPTION oar� er DEPARTMENT OF PUBLIC WORKS S UTILITIES EASTSIDE BEACH MAIN REPLACEMENT SHEET � 1 �
TWO INCHES AT FIAL SCALE � w
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�ONaL �5�� SCALE DRAWlN6 NO o �� � .� DESIGN BY WJD CHECKED BY NL STATION 21 t00 TO STATION 26+00 � 15 �
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REVISIONS o , r
NO DESCRIPTION DATE 8`t ��
TYYO IPICHES AT FI/LL 6CALE
IF NOT SCALE ACCAROINOLV
SCALE
FIORIZ. t' � Yp' VERT 1' � 8
—15000'
Slope = 014
� u . � �•i�
MLLW = 109 $3 = �ERO TID�
NEW 24" SS (HDPE)
1+ 1 � f� � !� N � N
tV � {T � N n I� t7 Q c0 � N I`� �
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r ^ r
T � � W � W � W � W W � W � W
27+50 28+00 28+50 29+00
fla° �°K CITY OF BREMERTON
DEPARTMENT OF PUBLIC WORKS 8 11TILITIES
ENGINEERING DIVISION
GRArDE
—132 OQ -
Slope = 17
130
115
120
115
110
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29+50 30+00 30+50 30+82
NO DRAINN 8Y TH DESIfiN BY WJD CHECKEO 8Y NL
_ DATE 3/13 WASN P E / 34791 DATE 3/13 WASH P E � 30749 DATf 3/13
EASTSIDE BEACH MAIN REPLACEMENT
PLAN AND PROFILE
STATION 26+00 TO STATION 30+82
SHEET
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ln OF
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STOCKPILE SURFACE MA7ERlAl
SEPARATELY UP SLOPE pF TRENCH t�
ANO REUSE FQR TOP 5 OF TRENCN �
RESTORATION 6"M{N MANHOLE OR CATCH BASIN WALL C
�/ / � / � 3 GONCRETfi RLUG CONCRETE PLUG �.� �� /��
� e ��%��� j� j MIN ��(ISTING SEWER PIPE EXISTING SEWER PIPE — ��!\�/�
i�
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� � TRENCH BACKFILL SEE NOTES 7 AND 2 °' _ _ _ _ _ _ _ _ _ _ _ _ � � __ — — — � i � ///777
} e 'F -- 5EE NOTE � COMPACTED NATNE SOIL '/
C ` �
� • __°_„ _ I
—�' y ' REUBE EXISTING 34 MAN 8 �
t .� .• • •, a ROCK 70 REPAIR WALL �� �� ORAIN ROCK
�� _ � � _ _ _ _ _ � _ — _
_ � _ — — — — N
SEWER PIPE in � ° 12 M{N �
\
PIPE DIA OR 17 MIN � FILTER FABRIC MIRAFI 78�N
a WHICHEVER IS GREATER O}2 APPROVE� EQUAL
� Q ESTIMATED MIGH v✓ATER r/ �
/
MATCH E%ISTING GRADE -� \
CUT PIPE END MANHOLE OR CATCH BASIN
� PIPE BEODING SEE NOTE 3 � \\ �CT
� 4
IPEDIA+2 � �
3 ROCK WA L STORATION AT +00
1 PIPE TRENCH S C ON TYP vAR PIPE PLUG ETAI S — N Ts
AR NTS NTS.
NOTES
t HDPE COILEd PIPE MAINTAIN POSITNE SLOPE TO
AlR RELIEF VALVE ROUTE 11NDER EX 20 AC PIPE
AND IIVSIOE 4 DI PIPE ��
2 VERTICAI POS7 SHALL 8E 4 x 4 x 1!4 S7EEL CAST IRpN VAIVE BOX UO CONCRETE COLLAR NATH RAISED
TUBE HOT DIP GALVANIZE FPDXY COAT INSIDE SET 2 A80VE GRADE � VALVE BOX
PIPE INSTALLATION NOTES ANOOUTPER7172 ENCASEBOTTOM4 WITHi6 Z"A�RRELIEFVALVE � 18 �
DIAMETER CONCRETE S�EEVE FOR BAllAST STRAP TO VERTICAL RISER �
1 BACKFILL SHALL BE NATIVE MATERIAL STOCKPILE SURFACE GRAVEL UPSLOPE OF 3 CUT 3 WIDE X 6 LONG OPENING IN FACE OF INISH GRADE
TUBING POR ACCESS TO VALVE AN� FRTING5
EXCAVATION STOCKPILE TRENCH BACKFILI DOWNSLOPE FROM EXCAVATION ROUND CORNERS AND SMOOTH ALL SHARP 2 ss coMPRESSioN � �
EDGE6 CUT AND SMOOTH OPFJVING PRIOR TO BANOS (TYP OF Z) 2 BRASS GATE VALVE ,
2 WHERE NATIVE MATERIAL IS GLACIAL TILL (HARD PAN} IMPORT SAND OR USE STOCKPILED tiD� AND COUPLINGS m
ELBOW OUT TO MAKE
TRENCH EXCAVATION AS BACKFILL FOR 2' FEET OVER TOP OF PIPE GRADE SURPLUS TILL CONNECTION TO VALVE
MATERIAL INTO BEACH PER NOTE 4 ESTIMAIED VOLUME OF TILL MATERIAL = 150 CY ACCESS POR7 MOUNTED ON OU7SIOE HAND TAMP BACKFILL � 1 �
SEE NOTE 3 OF TUBE AROUNQ UPPER SECTIpN � � I I ��
3 PIPE BEDDING SHALL BE SELECT MATIVE MATERIAL AS APPROVED BY THE ENGINEER � Casr iRON vuvE Box
SURFACE GRAVEL SHALL NOT BE USED AS BEDDING MATERIAL 2 SQ OPERATING NUT � � � TOP SECTION
4 GRADE SURPLUS MATERIAL lNTO THE BEACH TO MAINTAIN A CONSTANT DOWNWAt2D SLOPE a tta oia 1/8 MIN �
TOWARDS THE WATER BODY NO LOW SPOTS SHALL BE PERMITTEO IN THE FINAL GRADE THICKNESS I I VP.�VE KEY EXTENSION REQO WHEN
VALVE BOX OR C 1 SOlIS DEPTH OF OPERATING NUT IS MORE
STD C I VALVE BEACH GRADE PIPE EX7ENSION AS REO D TFVW 4 FEET BELOW FMISH GRAQE
5 DO NOT TRACK OVER PIPE UNTIL FULL DEPTH BACKFILL HAS BEEN PLACED OVER PIPE 80X A65EMBLV
6 Tf2ENCH DEPTH VARIES PER THE PROFILE MINIMUM COVER SHALL BE 4' UNLESS NOTED ����i�; �������\�\ ,� y �/� '- I I �\� � 2 7/4 �NSIDE WfOTH GATE VALVE
OTHERWISE ON THE PLANS
7 REFERENCE SECTIONS (7-8, AND 7-17) FOR ADDITIONAL PIPE INSTALI.ATION RE�UIRHMENTS 6 GATE VALVE W/2" NUT � � j `�
�� i I
4" HDPE AQAPTER (FL X PE�
4 H�PE 9� DEG BEND (R� VALVE� EXTENSION
2' HOPE
4" MDPE BRANCH SAD�IF (PE) SEE NOTE 5
STEEL VERTICAL POST
WITH CONCRETE BASE
SE£ NOTE 2 NOTES
NEW 24 SEWER MAIN � 2 376 S5 COMPRESSION COUPLING 1 VALVE KEY EXTENS10N5 ARE RE�UIRED WHEN THE VALVE NUT IS MDRE THAN �
4 0 6ELOWFWISHEQGRADE EXTENStONSARET09E AMINIMUMOFONE(1JF00T
4" X 2' HDPE REOUCER (FL X Pt� LONG ONLY ONE IXTENS/ON TO 8E USEp PER VALVE
4" X 8" X 16" CINOER BLOCK 2 VALVE 80X F�CTENSIONS SHALL 8E 5 C 1 50ILS PIPE TYLER TV SEAL a
3 ALL F�(TENSIONS ARE TO BE MADE OF STEEI SIZEO AS NOTED AND PAINTED �
WITH 2 COATS OF MEfAL PAINT �
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� a e bp4 s By'y REVISIONS o ,- r fiElD 860K CIT`Y' OF BREMERTON
�, No DESCRIPTION DATE �Y DEPARTMENT OF PUBLIC WORKS 8 UTILITIES EASTSIDE BEACH MAIN REPLACEMENT 5,�� �
TVYO INCNES AT FULL SCALE N a
�, a�,�,�o � - �FNOTSCn�nccoao�r�c�v � EN61N88RIMG DIVISION STANDARD DETAILS � 01 �
��«v�u � � � SCALE
DRAWlNG NO Q � w � �,� DESIGN BY WJD CHECKED BY NL �„+ �.S �
"t.���� � HORVZ N/A VERT N/A DATE J/13 WASH P E p 34791 pATE J/73 WASH P E � 30749 DATE 3/13 s
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78"X1T REDUCER �
EXISTING 12 FLANGED ACCESS PORT '''``^���
CAPPED WITH BIIND FUWGE USE FOR \
6YPAS5 PiPING CONNECTI6N \
-�----�
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TEMPORARY 18" BYPASS PIPING
SEE NOTE 2
HDPE PIPE SPOOL
lo � A °' °I
Q
a
�—e—��
TEMPORARYCONCRETEEC�LOGY
BLOCK STRAPPED TO PIPE TO AVOlD
FLOTATION DURING CONSTRUCTION
(T'�P)
B
18 HDPE 80 DEG BENO
� 20"X16 HDPE REDUCER
� 20" HDPE 90 DEG BEND
F�CISTING 20 GATE VAWE I I EXISTINO 20 90 DEG BEND (FL)
CLOSE TO START BYPASS I I�
f
� I ,� EXISTING 20 GATE VALVE OPEN TO START BYPASS
� /
FJCISTING 20 HQPE PIPE �
I FF I i-H -�
� �
/' , ,�,,,.�,-�'
r '"� �
20' HDPE ELECTROFUSION COUPLING � $
__ __ __ � _ J � _ —�}� � �}— �
v �"~ , _ �. _ .._.� _. ....�.; _ _ � � , � — — � i �`, i �i ' � � �—
�f F . 1 r ' l� I�ti � i � I �
�
HDPE PIPE SPtlOI
20 HDPE EIECTROFUSION COUPLING
.�.. ! -- � � — � � �— — —�-- --�L
`20 HDPEPIPESPOOL � I I `��STINGZO HDPECROSS(FL)
t
\ 20° HDPE?Z 5 DEG BEND ���-{}
--F��I � T
� �
r �o �� 1
EXISTING 20 HpPE PlPE TO �' o o �,� �(ISTING 4 GATE
SEWER PUMP STATlON CE t�'� VALVE FOR AIR RELIEF
INWES78REMERTON PIPE
PLAN TRANSITIONSTOi6 CI I
20 HDPE 22 5 DEG BIIVD (FUfPE� `�
24 X20 DI ECCCENTRICREDUCER(fL) 1 EAST CONNECTION A D BYPASS DETAIL AT STA 30+82 B
MATCH CROWN
SCALE 1/2" = i'-0"
soo+,
fJEW 24" SEWER MPJN 24 HOPE PIPE SPOOL (FUCRE� p� �
O y ,�,.
1 w ' �;,� ,/'
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10 0"
EXISTW G 12" FLANGED ACCESS PORT
CAPPED Wl7H BLIN� FLlWGE USE FOR LINE
EXIS7ING 20 AC PIPE I STOP INSTALLATION
CUT 2Q AC PIPE PLUG END WITH
� � CONCRETE DOWNSiREAM OF
ACCESS PORT
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12" 90 DE6 BEND
t2" PIPE SPOOL (FL) WfTH
2" THR D NIPPLE AND
BRASS BALL BALVE
BFACH SURFACE
H �
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6 � a � NEW 24 SEWER MAIN
� s o +i ---�I
24 iiDPE ELECTROFUSION COUPLING �
18 X12 REDUCER
/� - �
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� � / \/ / �� \'/\ ��j / '
LL ��\/�\r�\
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12" KNIFE GATE
.'`'
/ EXISTING 20" AC SEYIfER fiAP.iN
SECTION A—A
— SCALE 1/2" = 7'-p"
� �
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90 DEO BEiJD
NOTES
1 TWO 12' FLANGED ACCESS PORTS ARE LOCATED ON TNE EXISTING 20"
AC PIPE THESE PORTS WERE TAPPED AND PREVI�USLY USED FOR A
LINESTOP/ BYPASS OPERATION IN 2005 AND CONTAIN LINE STOP DlSCS
THE LINE PRESSURE AT THIS LOCATION DOES NOT EXCEED 3 PSI DURING
DRY WEATHER
2 INSTALL 18" TEMPORARY BYPASS PIPfNG FROM UPSTREAM 12" FLANGED
ACCESS PORT TO 20" HDPE FLANGED ELBOW BYPASS PIPING MUST BE
FULLY OPERATIONAL BEFORE EXlSTINC'a 20" A C MAIN CAN BE CUT
PIPING SHALL BE FULLY RES7RAINED, PRESSURE-RATED FOR 100 PSI
MIN , AND TIED DOWN TO PREVENT FLOTATION $Y TIDE PIPE MATERIAL
MAY BE HDPE, DUCTILE IRON OR AWWA C9D5 REFERENCE SECTION
7-17 3(1) FOR MORE DESCRIPTIVE REQUiREMENTS ASSQCIATEO WITH
THE TEMPORARY BYPASS SYSTEM INCLUDING VVORK SEQUENCE
3 PR(OR TO CUTTING AND WELDING HDPE FITTINGS EXPOSE EXISTING
PIPE AND OBTAIN MEASUREMENTS Tp MAKE CONNECTION
4 INSTALL LINE STOP ASSEMBLY AT OOWNSTREAM EX 12' FLANGED
ACCESS PORT INSERT LINE STOP WHEN REQUIRED TO STOP AND
DIVER7 FLOW THROUGH THE TEMPORARY BYPASS PIPING PROTECT
LINE STOP ASSEMBLY AND CONNECTION AT ALL TIMES
5 TO PREVENT THERMAI.. EXPANSION OF THE HDPE PIPE, KEEP SURIED
AND SHADE PIPE IF MORE THAN 15' EXPOSED TO DIRECT SUNLIGHT
6 MAKING THE CONNECTION WILL REQUIRE CU'iTiNG THE 20" AC PIPE
REFERENCE SECTION 1-07 29 FOR CUTTING AND HANDLING OF AC PIPE
I �
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/ � 7
i �
EXISTING 20 GATE VALVE � / FJfISTING 20" H�PE 90 6
/ �/ / BEND (Fl) WI BLIND FLIU
/ / � � / REMOVE BLIND FLANGE
� �l INSTALL BYPASS SYSTE
� r AND REINSTALLFLANGE
I \ r ----� .� --j'� i� �/ AFTERREMOVINGSYST
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�EXISTING20 CROSS
�31 SECTiON 8—B
SCAIE 7/2" a i'-0°
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INSTALL LINE STOP �
ASSEMBLV REMOVE
AFTER AC PIPE IS CAPPEO REMOVE EXISTING
� / w � _ �
12 BLIND FWJGE TO
I B INSTALL LINE STOP
, EXI5TING CYCLOtJ6 fENCE
� I EXIS71NG CYCIANE FENCE i � �_ .� ; EXISTING 12" DI RISER FL
! I I A 3f- — X `--- � --{ �}- I — -� '- X— — -c GATE /� I � I 24 IdNG ( )
- — -3E — -1 -- 3E-I- — --iC — —YE- — -"X-c'.' GATE 3F - j I � 2-8 X2-fi XS-0 I �I �
I I � / � , � � CONCRETE BLOCK � E I � � _ ,
I i I �-
� I I ----. -� �I�� �Exzo ac
10 I � ° „-- � li� �--�-- ��
I � LL � � EXISTING 20° C I SEWER MAM � �� _�_ ;� �
PROTECT EXISTING ( � �� -
20" C I STORM MAIN I I I EXISTING 20 C 1 SEWER MFUN PLUG AT � ,---'- � - � �� I \
� � � UPSTREAM MH TO STOP FLOW � I I � I
I I , 4- _�__ 1__�
� I � �( I � LINE STOP
� 4 � -pROTECT EXISTING 20 GATE VAl.VE UNRESTRAlNED) € ' I EXISTING 20" GATE VALVE (MJ)
- �'i ` € WiTH MJ CAP NSTA L TRAN TION COUPUNG (AC TO OI)
� EXISTING 20 D I PIPE
�� DEMO AND REMOVE EXISTING 20 HDPE
I / � BEND AND CONCRETE ENCA6EMENT 5 I N STO P& C D TAI L
EXISTING 20 C I
� DEMO AND REMOVE SECTtON OF �-� � S70RM MAIN
I �. � DCISTING 20" AC AS NEEDED TO MAKE ! _ 12 DIA VERTICAL FtANGED - N T S
� ROOM FOR NEW PIPE. 1 � ACCESS PORT USE FOR � ^
SEE SEC 1 O7 29 FOR AC /'VERTICAL FtANGED l � LINE STOP INSERTtON '� �
DISPOSAL RE�UIREMENTS J / ACCESS PORT � I ! __,e=
� � Y / ABOVE ROCK WALL 1 v � \� - -� - 1 - - - - -'_�
�� � � =.,�__-___ - �'1 L� ___ �-ti� _--_
� Y � ��d i` �7�7�:fG��i���.��r�� � �i�i�/f�/��� ���_'_' L � --- -" �� J I � 24 5 SEGMENTED HDPE 90 OEG BEND (FL) � � � VERTICAI FLANGE ACCESS FOR LINE STOP
� `EXISTING 20 AC ( ,,,///��� EXISTING ROCK WALL //`�
` / ` , INSERTION SEEOETAILSASOVE
EX1S7lNG ROCK WALL �� � � SEWER MAIN � - ' _ ` / r \ ' /, �\�
/� J � CUT EXISTING AC PIPE LFAVING ROOM
/ l - - _.j� ^ - --e - ! � --\ --� � � ��i' \/ - '\ l�
\ '� �� � � � �` �/ i J �J i/ ( FOR SPOOL A ND CAP SEE DETAiL 5 ABOVE
/, "_ \ �_ J,1 �..�. `, �--� , � -��_�� � ��-����.�-�/�--..,�//1 ��/ ��_ ���__i`�_ � �_ � ��_� ��'�--�,`--�\--�1'� ��`��
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A NOTE REFERENCESECTION7/73(3)FORDESCRIPTION - ' r � 2 NEW IPING PLAN
OF WORK AND CONSTRUCTION SE�UENCE TO MAKE a <
� CONNECTION AT THIS LOCATION o l�� y SCALE 1/4 = 1�-0� 24" HDPE PiPE
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— scn� t/a° = i -o° � B
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II i ! �EXISTINGCYCLONEFENCE
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� � EXISTiNG CYCLONE FENCE � � -
�� f 11 _ �
� r RESTORE EJCISTING EMBANKMENT ,�f�?�
� � WITH RIR RAP TO MATCH EXISTING �"" � r �/
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EXCAVATE EXISTING EMBANKMENT
TO EXPOSE VALVE AND PIPING t8" D I BLIND FUWGE ` ' I+ �
,� �, � �� � ex�stir�c avc va�ve cnri
R£MOVE SECTIONS OF F>CISTING �� � � 18 C905 PIPE SPOOL (FLXP� � � ~ / � � f
� � � EXISTING PVC VAWE CAN �� EXISTING 20" C I STORM MPJN
ROCK WALL AS RE�UIRED FOR y /� 1 4
IMPROVEMENTS , 111/ ifl DI 1ty.DEG BEND{R)� � � � �
� �� �� � EXISTING 20 C i STORM M/UN �, � �� � I � �
/ RESTORE EXISTING ROCK WALL � YF , � � ���
�. n � 1 � '' UPON COMPLETION OF WORK ��\�,,,� � �
�,�� ` � � � 'J 24 C905 PIPE SPOOL (CUT TO Fin � � °` � f � D4 ENd (M.� �` �/ � � �STING 20`C I SEWER MAIN �
4 � �� � ��...� ' ��� ' - � �
`� �., ��/ __— -- __�--E-- �
� 1 �' �! ` _ 24" C905 PIPE SPOOL \ � �`( � ' - _ - --- �^� - _ - ' - -J a
/ ./�� - - - - - - ° ' y,._.-, _ _ - - w
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1 �_ � � ,�- � - - - - - � -._ - - - -�""�- - � 24� NDPE 5 SEGMENT - � ` I � � i�r--''--+b J =
� � � 6� � ._--- - '�`- _ � ... - - - -' 90 OEG BEND (Fy � / � 1 � �
F . -- � -- - � � _ , � - - -'"' � - r , '' �-er" � ` 2tl C905 PIPE SPOOL (CUT TO FIT)
1 � � _ _ _ - -� - - v.�7�j,� j �j4�h.•`,� .. r� O 'r,_ � � za x 20 D i REUUCEEt (MJ} �
-a � - � � EXISTING 26 C 1 SEVJER M1AAIN � �`y` �
,�,�� � I �� �- 24 C905 PlPE SFOOL(CUT TO Ffn �
yTO �p�ytF EXISTING 20 GATE VALVE g(o� O�T '� 24 X 16 D I WYE (fL) y
� �/ a' � 24" 0 I S011O SIEEVE (M.� �
��� �
36 D i PIPE SLFF/E
J SEC IO A� TOPRO7ECTHOPE 4 SECTION B v
(CUT TO Fln �+
SCALE i/4" = 1'-0 SCALE 1/4' = t'-0` �
��, JoHN
"� oP � e`gy' d y` �
�!� k, .� FELD BQOK CITY OF BREMERTON
�� s � REVISIONS � +' z
- No OESCRIPTiON OATE eY EASTSIDE BEACH MAIN REPLACEMENT SHEET �
QEPARTMENT OF PUBLIC WORKS 8 UTILITIES u� W
4 � 7WOINCHESATFULLSCALE ENGINEBRING DIVISION WEST CONNECTION AT STIiT10N 1+00 M 13 a
���go `� - tF NOT SCAIE 0.CCORDINGLY
�are [S I�,�� � SCALE oruwac No � o �
DRAWN BY TH tlESiGN 6Y WJD CNECKED BY NL � �' �
HORIZ N/A VERT N/A OATE 3/73 WASH P E # 34797 DATE 3j13 WASH P E � 30749 DATE 3/73
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I '"" � ` '� EXiS71NG 8 C! PIpE
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– – – – – – – – – 14" C905 PIPE __ ^ i
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14° C905 PIPE i
4 SECT 0 B—B
SECTION A—A � sca� a/s` _�—o•
VAR �ALE 3/8' = t'-0"
A B
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G� , �� 0
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� 8" D 1 SOLID SLEEVE � 7 3�
5 � 14" 22� D�G D I BEND (M.� I CUT
� t� � � 8 2 2 J� D E G D I B E N D ( M.� -� �
�� J��� ,/-t4 C805PIPE �'` j �
G S t �'� � ✓J � o a
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C lry. P IN3TAlL 10" D I CAP (M.Q I /� ! 2 p c.t
�14 22}4 DEG D 1 BEND (M.Q �� ���
,// �-INSTALLB CAP(M.Q U y
/ ` EXISTING 20" X 10" WYE 14" GATE VALVE (M.� f �� �
� 1� �� 8" 22 J4 DEG D i BEND (M.n � f ---` �ISTING 20" AC PIPE
EJ(ISTING 20" AC PIPE / � /
� / � 14 C905 SPOOI (P� EXISTING 20 AC PIPE EXISTING 20" AC PIPE ��
�--_____–__–�_�����_.�–_____–_�_ ____��---------------- �–__
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--- ---- -- �gi±~�—Fl� ---------------�
24" X t4 0 I RED {FLXM,n DEMOIISH SECTION OF 20"AC DEMOLISH SECTION OF 20" AC
� PIPE TO PERFORM WORK PIPE TO PERFORM WORK ' EXISTING 20 X 8 TEE
24 HDPE" TEE (FL) � ONLY AS NEEDED ONLY AS NEEDEO
8 C 900 PIPE
N � 24" X B HDPE TEE (FL) -� I 8 GATE VALVE (R X M,I)
� 24 NDPE EF COUPLING � 24 H�PE EF COUPLING 24" HOPE PIPE � 24" HOPE EF COUPI.WG � � 24" HDPE EF COUPLING 24" MDPE PIPE
. � i .� � . " , . , , , . .
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l l f � " � .,... .... .... w... ........... ..... ....�,.......-... -, t l ^, y f ^^.. t ` / � i _ < .. . a " � Y M i�
f
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A B
� SIDE SEWER CONNECTION � S E SEWE CONNEC �
U AT STA 5+35 — q �
U T STA 13+87 �
SCALE 3/B" = 1'-0" N SCALE 3/8" = 1'-0 N W
� � ¢
NOTES Z
NOTE9 �
t STATlON LOCATION SHOWN IS APpROXIMATE POTHOIE TO LOCATE AND EJ�DSE THE EXISTWG 1 STATlON IOCATION SHONM IS APPROXIMATE POTHOLE TO IOCATE AND EXPOSE THE EXISTING �
WYE AND UPSTREAM PIPING IN ACCORpANCE WITH SECTION 7A8 TO OBTAIN LAYOUT TEE AND UPSTREAM PIPING IN ACCORDANCE WITii SECTION 7 OB TO OBTFJN LAYOUT �
MEASVREMENTSAND DEPTM PRIOR TO THE WORK MEASUREMENTS AND DEPTH PRIOR TO THE WORK
2 REFERENCE SECTION 7 17 3(4) FOR DESCRIPTION OF WORK AND SEOUENCE TO MAKE 2 REFERENCE SECTION 7-17 3(5) FOR �ESCRIPTION OF Y4DRK AND SEQUENCE TO MAKE �
CONNECTION AT THIS IACATION CONNECTION AT THIS LOCATION �
3 WHERE AC PiPE IS CUT AND REMOVED TO MAK6 SPACE FOR NEW PIPE, MANDLE AN� DIPOSE OF 3 WHERE AC PIPE IS CUT AND REMOVED TO MAKE SPACE FOR NEW PIPE, MANDLE AN� DIPOSE OF
IN ACCORDANCE WITH 1-0729
IN ACCORDANCE WtTH 1 0729
q
N
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P � JOqN
3`mFQ,o e�sp�
�
a REVISIONS o � r �E�o B°°K CITY OF BREMERTON D4 �
- No DESCRtPTaON onre er �--�� DEPARTMENT OF PUBLIC WORKS 8 UTILITIES
_ � EASTSIDE BEACH MAIN REPLACEMENT 5HEt1' �
R ��� � � 1WOINGHESATFULLSCALE t n W
��Q/AL IFNOTSCALEACCORDINGIY ENGIN�ERING DIVISION M 14 �
SIDE SEWER CONNECTIONS
�S ��3 SCALE ow+wiroc r,o � � �
ORAWN 8Y TN DESIGN BY WJD CNECKEO BY NL F-
� HORIZ N/A VER7 N/A OATE 3/f3 WASH P E// 3479i DATE 3/13 WASN P E � 30749 �ATE 3/t3 g 1 5 �
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///��� SECURITY WIRE AND CONNECTORS
� TO MATCH MATCN EXISTING FENCE
'
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' f NEW 6 HIGH CYCLONE FENCE / / '
/ � WITH SECURITY WIREANO �
v REQUIREO HADWARE
' � � �
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1 ----------- -----------------'---------
Sq
�EXISTING WALL� �� wcur �ay� R
' /\// � \ �\��/��\\ / �/.Y�i� • � FlNISHED GRADE � WALL ��� Wq
f OUTSIDE OF FENCE AREA �
� � S�
��
NOTE � �\j �\\/�/\//\%i�� �
' t AFTER SAWCUZTISJG WALL GRiND DOWN ALL SHARP EDGES MfNIMUM Ya" GR1ND ALL I
E%PtlSED STRUCTURAL STEEL GROUT AND SACK �tOOTH WITH APPROVED NON SHRINK
GROU7
2 SEE NOTES ON SHEET C1 POR AOORIONAL INFORMATION ON FENCE CONSTRUCTION
' 3 ALl IRON AND STEEL MATERIALS THAT ARE PART OF THE NEW FENCEIGATE SNALL BE HOT
OIP GAIVANIZED
,
'
1
13 i+ -- --- 2y — _
' � �
IE 732 T
EXISTING 8" CONCRETE – —
' RETAINING WALL EXISTING 12 �HICK WALI DEMOUSIi AT ROAD
RIP RAP � 2 1 SLOPE FER //�
BRILK PAVERS WALL SECTION THIS 3HEET / 5 � Sl-��
6" THiCK CSTC ROCK �
F�C GRO NDTO COMPACTEDlNPLACE J, /f\J` �I `` /�,�tijf ~ ��
' 2 ��� _fE 7295
-� r" �,`
, �� J/%�!I i G'/��%�N/j�� TR/WSITtONfROMHAIIAST
' i fl��..�:� �.\ �\ � . .
i �f.��� TO PAVERS � WALL
SEE DE7AfL SHEETCt
ELEVATION VARIES
SAW CUT WALL 12"
' BELOW EX GRADE
1 � ��. _ �i_ �9
'
�P�"' O
' � y � 9° REVISIONS o r r r���o eooK
��`' /� O DESCRIPT'ON DATE BY
� Y TWOINGMESATFULLSCALE
� � – fF NOT SCALE ACCORDiN6lY
74 WIDEDOUBLEGATE
�
LOCKABLE DOUBLE GATE
DROP BAR LATCH ASSEMBLV
Ff OF NEW 6 HIGH
� " �
i2 oia x e o�a cor�cR�
MATCH TOP OF WITH t'fi SCH 0 40 PIPE SL FFVc
EXhS71NG ASPHALT (IATCH RECENER) �� �
a ���777 RIP RAP O R HEAVT FIITER
� T � BEACH ACCESS ROAD � 5 1 SLOPE '/ FABRIC �� 1 Slp£ SLOPE (lYP)
� b BRICK PAVERS / p
1 `� ° 6"lNICKCSTC � ZG��
COMPACTED M PLACE SP�,iGU
� , �(REF SECT ON 4 pq�TER FABRIC I � _�f„�`
� BETWEEN FAVERS AND CSTC �
�
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3 �EXISTING WALL' /
� �
MATCii EXISnNG StAPE
0
� IA�I�SECTION
G scn�, ��2• � i�-o�
- +y 12
EXISTING ASPHALT PAVEMEM
e TH'CKPERMEABLEHAW�Sr
FENCE
eo
AS REOUIRm —
PLASTIC IiNER
r SEE NOTE 2.
0
� TEMPORARY J T'
POND - •'J
SAN� 9AG PERIMETER
� PUMP SEE NOTE t
EXTEND OlSCHARGE HOSE
� ACROSSOPENTRENCM
, .�/l //��l%'/ � .
EXCAVATE TEMPORARV POND TO COLLECT
DISCHAR6E FROM TA" STORM OUTFHLL
SEE NOTE 1
NOTES
1 OETERMINE SIZE OF TEMPDRARY POND AND PUMPlNG EQUIPMENT TO CONTROI RUNOFF
FROM OUTFALL AND DIVERT FIOW PAST PIPE TRENCH
2 PONO IINER SMALL BE SINGLE CONTINUOUS PtECE OF HEAVY MIL PLASTIC WITH NO
LAPPING JOINTS
3 BACKF�LL POND AND RESTORE TO E7CISTING CONDlTION UPAN COMPI.ETfON OF NEW PIPE
WORK IN TF� ARFA
�__T_�P�RARY DIVERSION PQND
Q sca.� +�z � r-�r
'�" �` sca�e
' � + ORAWING NO DRAWN BY TH
7 I��� HORIZ N/A VERT N/A DATE 3/13
6
CITY OF BREMERTON
DEPARTMENT OF PUBLIC WORKS 8 llTILITIES
EN6INE�RfNG D1dIS10N
DESIGN 8Y WJD CHECKED 8Y NL
WASH P E !! 34791 pATE 3/t3 WASH P E � 30749 DATE
EXISTiNG 24 CMP STORM
OUTFhLI PIPING
�..�. ...__
��
EASTSIDE BEACN MAIN REPLACEMENT
WEST END ACCESS
pCCES3 ROAD DETAILS
SHEET
M 15
� � J