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HomeMy WebLinkAbout3162 RESOLUTION NO. I a-- A RESOLUTION of the City Council of the City of Bremerton, Washington, to modify the eastern approach to the Manette Bridge to incorporate a rotary traffic island (roundabout) and modify East 11 Street between Pitt Avenue and Shore Drive to be a westbound one -way street and to include angle parking WHEREAS, to improve traffic circulation at the eastern approach to the Manette Bridge, and WHEREAS, construction of the new bridge abutment and roundabout eliminated Lower Wheaton Way between Harkins Street and East 11 Street, and WHEREAS, there is a need for additional on -street parking on East 11 th Street between Pitt Avenue and Shore Drive, and WHEREAS, until recently the public parking spaces on East 11 th Street between Pitt Avenue and Shore Drive consisted solely of parallel parking spaces, and WHEREAS, until recently East 11 th Street between Pitt Avenue and Shore Drive was a two -way street, with vehicular traffic traveling eastbound and westbound, and WHEREAS, BMC 10 04 010 adopts the Model Traffic Ordinance as set out in the Washington Administrative Code (WAC) Chapter 308 -330, and WHEREAS, in order to permit angle parking on a city street, WAC 308- 330- 270(4) and RCW 46 61 575 requires a resolution by the City after the City's Traffic Engineer has conducted an engineering and traffic investigation, and WHEREAS, in order to create a roundabout and one -way city street, WAC 308 - 330 - 270(8) and RCW 46 61 135 requires a resolution by the City after the City's Traffic Engineer has conducted an engineering and traffic investigation, and WHEREAS, the City Engineer in conjunction with the Washington State Department of Transportation (WSDOT) has conducted an engineering and traffic investigation regarding the modifying of the eastern approach to the Manette Bridge to a roundabout and modifying East 11 Street between Pitt Avenue and Shore Drive to be a westbound one -way street and to include angle parking, and WHEREAS, changing East 11 Street parallel parking spaces to angle parking spaces would significantly increase the amount of on- street parking spaces on East 11 th Street, and 1 Fifth Street WHEREAS, changing the parallel parking spaces to angle parking spaces reduces the area available for vehicular traffic on East 11 Street, making two -way traffic a safety hazard, and WHEREAS, making East 11 Street between Pitt Avenue and Shore Drive a westbound one -way street would eliminate the safety hazard, and WHEREAS, the City Council finds that modifying the eastern approach to the Manette Bridge and modifying East 11 Street between Pitt Avenue and Shore Drive to be a westbound one -way street and to include angle parking increases available public parking spaces on East 11 Street and creates a safer street, NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF BREMERTON, WASHINGTON, DOES HEREBY RESOLVE AS FOLLOWS SECTION]. The roundabout and one -way street including angle parking on East 11 Street between Pitt Avenue and Shore Drive shall be created as determined by the City Engineer and consistent with the City Engineer and WSDOT's engineering and traffic investigation SECTION Severabdq If any one or more sections, subsections, or sentences of this Resolution are held to be unconstitutional or invalid, such decision shall not affect the validity of the remaining portion of this Resolution and the same shall remain in full force and effect SECTION 3. Effective Date This Resolution shall take effect and be in force immediately upon its passage' ' sf PASSED by the City Council of the City of Bremerton, Washington this day of e h r"v , 2012 /f ouncil President APPROVED AS TO FORM ATTEST ROGER A LUBOVICH, City Shannon Corin, Interim City Clerk 2 Fifth Street T.24N. RAE. W.M. BREMERTON BEGIN EDGE LINE YELLOW 1 END EDGE LINE YELLOW WN 16 +57 00 (5 19 LT) i END EDGE LINE WHITE 2] C 36+9000 (1191 LT) .('►¢ ,f�,� END EDGE LINE YELLOW 2 END EDGE LINE YELLOW 2 p°'` d WN 17 +9400 000 16+ J ? � a w i BEGIN EDGE LINE YELLOW 15' 1 111111liq /\ END EDGE LINE YELLOW R11 P y ��,� �` END CONSTRUCTION WN 16 +27 00 (19 67 LT) g Z1 END EDG R WN 17 +40.08 E LINE 7. C R=64 98' � � \ 4 C 35 +2500 (11 00 RT) �p� �j END EDGE LINE YELLOW 2 1 ,�� //� LT) � BE 5500 (0 55 RT) OW 2 R =78 5 C 37 +31 00 (14 91 1 1 16' 7 17' 4 END DOUBLE YELLOW CENTER LINE 12' / 6mb BEGIN EDGE LINE YELLOW(2) R= 6' 16' ��� BEGIN EDGE LINE YELLOW 1 2a C 36 +39 00 (0 0 LT) 15 , R 115' , ^ \ END EDGE LINE YELLOW �� 16+4500 (0 00 RT) sir 1 � 1a 1s' BEGIN EDGE LINE YELLOW 2 WN 16 +2100 (0 0 LT) 90 0 WN 15 +80 52 P O T . 3 > HS 10 +00 00 P O T R =120' END BR-0303(005 ' 1 5 i BEGIN EDGE LINE YELLOW END PROJECT 15" R=49 5' END EDGE LINE YELLOW STA C 37 +94.38 P .O.T. = o y ` BEGIN UNE YELLOW 12' HS 10+18 00 (4 67 LT) @ STA WN 15 +62.56 P.O.T. ED Q l END EDG LINE YELLOW END EDGE LINE YELLOW 2 1 C T3E100 (4 53 RT) © ` HS 10 +27 00 (3 20 LT) WN 15+5943 POT= BEGIN EDGE LINE YELLOW SD 15 +59A3 POT I HS 10 +37 00 (2 72 LT) SD 14+0000 POT= ; I - END EDGE LINE YELLOW 11 ST 16 +0000 POT i % I O vie �, HS 10+37 00 (2 72 LT) BEGIN CONSTRUCTION - \ =60 5 ` BEGIN EDGE LINE YELLOW HS 10+39 00 (6 30 RT)(2) SD 13 +75.00 BEGIN EDGE LINE YELLOW 2 \\ END CONSTRUCTION 4a HS 10•118 00 (11 55 RT) 01� \ \ HS 11 +10.18 \ / END EDGE LINE YELLOW \`\ \ \� �� y d' BEGIN EDGF LINE YELLOW y d' l 1 ; \ HS 10 +27 00 (8 28 RT) ® \ �j, y t� `\\ ` END DOUBLE YELLOW CENTER LINE ;! \`\ ` `\ \\ \ \ HS 11 +10 00 (0 0 LT) ;l I ' _ \ `\ END EDGE L INE YELLOW 2 \f \ BEGIN DOUBLE YELLOW CENTER LINE HS 10 +8000 (00 LT) LEGEND -\ - II111111111 \ PLASTIC CROSSWALK LINE "'•'•• " "• "'•••••• "••••' PLASTIC YIELD LINE 3 `� � \ \�\ \ \\ END CONSTRUCTION PLASTIC STOP LINE \ 4 \\ \ 11 ST 17 +68 .00 11 ` SYMBOL PLASTIC TRAFFIC ARROW 0 25 50 0 QUANTITY TAB NOTE FLAG I SCALE IN FEET \ t FILE NAME • OI- 28291CAD1PS&ESheets10L2829 PS MK d n Plot 2 TIME 128 28 PM FED.AID PROJ.NO T MANETTE BRIDGE 303/4A �' ow /201 DATE 31150 "a 1 ATAB PLOTTED BY Jaqu&U to As a BRIDGE REPLACEMENT MK2 DESIGNED BY J DUCHOW '°°'""°°' Washington MAP State* ENTERED BY J JAQUET 09C526 CHECKED BY E YATES eamu�r «° �nun°w .o ° <+ �o +` ( O Department of Transportation PROJ ENGR B ELLIOTT f ��O ` ✓ 360 REQIDNAL ADM K. DAYTON REVISION DATE ar PAVrAY ,= OAIN PiLermp eox PAVEMENT MARKING PLANS ern WN 17 +32 45 28 55 RT RADIUS TABLE R C wA BACK OF EXISTING RETAINING WALL 6 T.24N. R■ A 1 E. W.M■ WN 17 +12.61 2896 R T �j RADIUS CURVE NOTES nn ((�� ��// ((�� nn y� nn Ffj �+�j NAME LENGTH START END C 36 +78 05 o R LE N E R ll O H R 8 10550 R 5+95 52 R 6 +24 45 22 89 RT 1 BACK OF PAVEMENT SEAT BEGIN BRIDGE APPROACH SLAB 0 75' WID R 9 3500 R 546020 R 5 +9552 1 R 14 R 10 4600 R 5 +33 80 29 42 LT R 5+6020 1 R 11 6500 R 6+45 86 32 84 LT R 6+7657 1 C 37+02 84 S R 12 44 OD R 6+7657 R 6+9838 1 END BRIDGE APPROACH SLAB BEGIN PAVING �� � R 13 9900 R 6+9838 R 7+3080 85 8 LT 1 R 14 11500 WN 17 +12 43 18 36 RT WN 17 +40 08 2107 RT 1 R 21 R 15 4600 R 7+6145 1126 LT R 7 +76 08 4 02 LT 1 R 13 R 16 3400 R 7 +76 08 4 02 LT R 5+10 71 22 53 LT 1 ` ~F R 19 J ,p R 17 2600 HS 10 +3910 13 66 LT HS 10+96 03 17 08 LT 1 R 20 6 P6 R 18 2400 HS 1049603 1708 LT HS 11 +1018 21 74 LT 1 6 6 PS � P7 R 19 1300 C 36 +98 59 14 75 LT C 37 +0812 30 99 LT 3 P1 R 12 P4 ° R 20 3700 R 6+58 63 23 88 LT R 6 +77 50 7 0 LT 3 s P3 P2 R 27 S R 11 R 26 S R 21 7000 R 6+99 20 7 0 LT R 7 +26 28 50 34 LT 3 J� R 22 9350 R 5 +96 70 13 0 LT R 6 +2018 32 69 LT 3 P19 6CP R 23 4800 R 5+44 61 13 22 LT R 5 +96 70 13 0 LT 3 �y P8 R 24 1600 HS 10+63 09 18 77 RT HS 1 D+7517 2427 RT 1 MATCH EXISTING R 25 1545 R 7+68 57 14 62 LT R 7 +81 12 18 91 LT 3 1 S P9 R 26 26 00 WN 16+5735 1500 RT WN 16 +63 24 15 68 RT 1 WN 16+2053 POT= R 27 2400 WN 16+6324 1568 RT WN 16+6862 1630 RT 1 8 R 15 s 8 R 7 +52 45 P O C NOTES 37 +33 83 O T = P18 HS 10+ 00 POT= 1 RADIUS TO GUTTER EDGE R 6+3104 P 0 C WN 15 +80 52 POT 2 RADIUS TO CURB FACE R 25 3 RADIUS TO BACK OF SIDEWALK P10 HS 10+1833 POT= R 5 +1906 P0C LEGEND R 22 R 9 P17 vs PATTERNED AND PIGMENTED WALL VV1 1Z CONCRETE SEE SHEET SEW1 ^' R 16 ® PAVEMENT REPAIR GUTTER EDGE ELEVATION TABLE y P16 R P11 PLANING BITUMINOUS PAVEMENT POINT STATION OFFSET ELEVATION + + + + + PLANING BITUMINOUS PAVEMENT P1 C 36+98 65 12 85 LT 4884 R 23 P75 P2 R 6+9838 000 4822 P12 y PRECAST CONCRETE PANEL FACED P3 R 6+8459 000 4815 STRUCTURAL EARTH WALL P4 R 7 +2510 1738 LT 4822 �Cj v� - - _ _ , SEW BARRIER PS R 7+2952 3060 LT 4844 O ¢, O � - P14 CURB AND GUTTER P6 R 7+3126 4199 LT 4929 P7 WN 16+68 62 1630 RT 4929 S� P13 - SAw SAWCUT LINE P8 WN 16 +48 84 15 00 RT 4856 - - - - - EXISTING CURB FACE P9 PC R 7+6145 1126 LT 4824 1 9p POT= T = 5+ 62 56 POT �y D MONUMENT P10 R 7 +77 04 4 05 LT 4818 VIM 1 15+ C 3 8 1 � ' r�'L P11 R 5+10 71 2253 LT 4814 �i �i y P12 HS 10+53 00 13 12 LT 4804 WALL W2 HS 10+53 00 d•� © MONUMENT CASE AND COVER P13 HS 10+53 00 1877 RT 4697 SEE SHEET SEW2 ��� EXISTING WATER VALVE P14 R 5+3380 2941 LT 4721 HS 10+77 26 B EXISTING WATER METER P15 R 5+3792 1468 LT 4775 (29 85 RT) P16 R 5+6020 000 4821 R 17 EXISTING SANITARY SEWER MANHOLE � R 24 P17 R 5+86 92 000 4816 R 18 b P18 R 6+1407 696 RT 4828 ROUNDABOUT LAYOUT � \ 1 �\ O QUANTITY NOTE P19 C 37+03 24 1700 RTJ 4867 PLAN VIEW HS 11+1018 11 11 \� MATCH EXISTING 0 125 25 ALL DIMENSIONS IN FEET UNLESS OTHERWISE NOTED SCALE IN FEET FILE NAME g 1o128291oad1PS&ESheets%OL.2829 PS PVd n Plot 2 TIME 8 25 48 AM I tEO WAM FEDAID PROJ.NO Pu. aff .o «o. rT a MANETTE BRIDGE 303/4A DATE 21WMO PLOTTED By Jaquou ro As '" �� A BRIDGE REPLACEMENT PV3 DESIGNED BY D NELSON t Washington State ENTERED BY J JAQUET 09C526 CHECKED BY E ' e` Department of Transportation PROD ENGR. B E E LUO TT , N x, "M 3 DATE L PAVING PLANS LLIO REGIONAL ADM. K. DAYTON REVISION DATE BY PLwu an vs.r�.v eoz