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HomeMy WebLinkAbout2261 RESOLUTION NO. 2261 WHEREAS, THE CITY OF BREMERTON has no adopted standards for construction of facilities within public rights-of-way, and WHEREAS, the City desires consistency and quality in those facilities constructed for use of the public, and WHEREAS, the City desires to promote development and as'much as possible to eliminate confusion, and WHEREAS, the City Council caused to be prepared a document of standards for work within rights-of-way, now therefore, BE IT RESOLVED that the CITY OF BREMERTON DEVELOPMENT STANDARDS attached hereto for work within rights-of-way be adopted. BE IT FINALLY RESOLVED that the Public Works Department is authorized to adopt any necessary amendments to these standards under Chapter 2.80 RULE MAKING PROCEDURES. PASSED by the City Council of City of Bremerton this 2 day of August, 1989. SPENCER HORNING, President Bremerton City Council APPROVED this 3 day of August, 1989. GENE LOBE, Mayor ATTEST: KATHLEEN L. McCLUSKEY, Clerk CITY OF BREMERTON DEVELOPMENT STANDARDS TABLE OF CON__TENTS - Page i page DiVISiON I. GENERAL REQUIREMENTS 1-i0 SHORTEN DESIGNATION ~-i 1-20 REFERENCES _-i 1-30 STANDARD cDvC~=~AT~ONS 1-40 ~'=~ SPECIFIC TI NS ....... A O !-45 PERMITS _-i 1-50 MODIFICATIONS 1-60 GUARANTEES 1-6.1 Performance Guarantee -2 1-6.2 Wartartly Guarantee _-3 1-70 AS-BUILTS -3 i-80 PLANS 1-8.1 Type and Size of Paper for Plans _-3 i-8.2 Scale of Plans _-3 1-8.3 Required Plan Sheets I-8.4 Format and Required Data _-4 1-90 TRAFFIC CONTROL PLAN l-leO CONSTRUCTION SCHEDULE i-llO CONTROL OF WORK 1-!!.I Materials - Sampling and Testing .-5 1-11.2 Compaction Tests _-6 I-!1.3 Line and Grade _-6 1-120 LEGAL RELATIONS AND RESPONSIBiLiTIES TO -u= PUBLIC 1-6 I-!2.1 Laws to be Observed _-e i-!2.2 Protection and Restera=ion 1-12.3 U~ilities and Similar F~cili~ies I-!2 4 Traffic Control a~ Construct!on Site .-~ 1-12 5 Detours and Road 7Icsures _-7 i-i9 6 Flagmen, Barr!c~des and S .... c -7 1-12 7 lnspecticn _-7 i-!2 3 Si~e Maintenance 1-12 9 Tempcrary Eroslon/Sedlmentatzon Control -8 ETANDARD DRAWINGS ............. ~ TO BE SHOWN ON DRAWINGS CITY OF BREMERTON DEVELOPMENT STANDARDS TABLE OF CONTENTS - P~ge 2 DIViSiON 2. EARTHWORK 2-1 2-10 METHODS OF EROSION AND SEDiMENAT!ON CONTROL 2-i 2-10.! Temporary Siltation/Sedimentaticn Ponds 2-1 2-10.2 Check Dams and Berms 2-1 2-10.3 Natural/Synthetic Erosion Control 2-I 2-10 4 Filtering Devices 2-2 2-10 5 intercepting Ditches 2-2 2-10 6 Cut-off Trenches 2-2 2-10 7 Flexible Down Drains 2-2 2-10 8 Gradient Terraces 2-2 2-I0 9 Temporary Construction Entrance 2-2 2-10.10 Erosion Control PracI~ces ~uring Roadway and Parking Lot Construction 2-3 STANDARD DRAWINGS CITY OF B="~"-RTO:~ D=~"'O~"',~-'~m STANDAF. DS TABLE OF CONTENTS - Page 3 DIVISION 3. STREETS AND RELATED WORK 3-1 3-!0 GENERAL 3-20 DESIGN 3-I 3-20 1 Standard Specifications an~ Plans 3-i 3-20 2 Roadway Types and Geometrics 3-I 3-20 3 Street Enas 3-2 3-20 4 Intersections 3-2 3-20 5 Radii on Curb Returns 3-3 3-20 6 Curd Ramps (Wheelchair Ramos) 3-3 3-20 7 Monumentation 3-3 3-20 8 Street illumination 3-4 3-20 9 Traffic ConTrol Signing and Striping 3-4 3-20 lC Guardrails 3-4 3-20 Ii Safety Railing 3-4 3-20 12 Rock Walls an~ Retaining Walls 3-5 13-20 13 CUrD and gutter ~-5 2-20 14 Sidewalks 3-6 ~-20 15 D~i,Tewavs 3-7 3-20 16 Trenc~ Excav~io~ 3-7 3-20 17 Trench Backfill 13-'; 3-2C 18 Patcnlng 3-7 3-~ 'Q Ear~nwor~ 3-L~ 3-20 20 Crushed Surfacing 3-~ 3-20 21 Pavement 3-20 22 Storm Drainage Facilities 3-20 23 Piping 3-~ 3-20 24 Catch Basins, inlets and Manholes 3-~ 3-20 25 Easements, ~etbac~s 13-10 ~-20 26 Constr'Ic~ion Reculremen~s 3-13 ~'RA]iDARD DRAWiNg3 DZV~SZON i. c~EN~RAT. 1-10 SHORTEN DESIGNATION: T~ese City of Bremerton Design and Construction Standards shall be cited routinely in the text as "Standards ." 1-20 REFERENCES: The S~andards are in%ended to be consistent wi%n the most currently adopted provisions of: 1-20.1 Bremer%on Municipal Code [BMC) including all pertinent c:dinances. 1-20.2 State of Washington Shoreline Management Act !-Z~.3 State and National Environmen~a~ Pollc'/Acts 1-20.4 Ci~-/ Design Standards, Washing%on Sta~e Depar~men~ of Transportation i-~0.5 Uniform Euildinq Cote i-?0 STANDARS, 9PECZFZC~.TiONS: Except where %he 5zandards ~rovide 3~P,~r~/se, ~,as~~ deZall workmanshlo and ma~er!ais s:~a' i 7~<~clflca~lons fc~ Road, Eridce, and Mllnlcloai ~o ........ c .... " ~.~i Epec. ) prepared b~ the Washington S~a~e Chapter of ~9_e A~er!car. ?'islic WoT_<s Association and the Wasg. lng~on S~a~e Separ~men~ T Tanspc? %a~ ion. 1-40 7,T]SiR_~P~Ci_~.iSe_TI~N,~: The following sb. ail c.e ~?pllcaoie when ~er%inep. Z, when specifically ci~e,l in l?.e S%anCarcs, or when ~e.r'zlred ~'., -~cne- funding authority: i-~0 ~ U.S Deoarrmenz of Transocrta~ic~ ~a~"a' 0~ U~= ~o~m ~-a ic2~ro! Devices f 2,~UTCD ) , as amended and apprcved by Sz~e Department cf Transportation. ' --4~. 2 F';ies an~l regulations 02 %he S%aze ~carq ef Heal%_~ rel.ar~ing DUDZiC wa~er systems, as puc_lsnec oy ~:!e ie~artment of Social and Health Services. I-~3 =jZ~=i~.~: Permits ant approvals are required prior ransrruc~icn or cemclirion wor[< in the DuDlie rignt-of-wa7. i much. .~s wa=er, sanitary or s~orm sewer wor_< in acdiz2ol ~o lze rlg~_t- "--,~av mermlZ Questions sGouid Oe d~rected to rr=e Cl~ . .. · .... ~ ..... An approved copy of ~he right-of-way ~e~mz= ~cge=zer wlth a set of aTproved p_ans and s~s~clf/ca~ions sna_~ De avalia'ole on %~.e Sob ~_te whenever work is Oezng aone on any Oortlon of the project. i-i '-50 HODiFiCATi0NS: Modifications from these Standards may be granted Dy the City Engineer upon evidence that such modi~icat:ons are in the public interest, that they are base~ upon sound engineering practices, and That requirements Eor saEety, function, a~pearance, malntainability, and durability are fully met. Desired modifications must be approved in writing prior to construction. !-60 GUARA]~TEES: Performance and Warranty Guarantees will be required for all public wcr~s improvements, unless waived by The City Engineer. AcceptaDie methods of guarantees will be as follows: Cash deposit 2) Assignment of Savings Acco~nt Letter of credit ) Bond S.-~ndard documents as approved by ~.-_e Cit~ for *,he abc're items are . i Performance Guarantee ' ' ~-=?rmance Guarantees will Oe -~c~l-~c for al '.~tDrh<s improvements as detailed on 'ti~e approved piar_s, .ic~.~i~lc~s are me~ as noteC below: STF. EET/'ALLEY, SIDEWALK: Zs~lm~eG cos~ plus ~C"~ ~2~ Far a pla~, zons=ruc= all zmprovemen=s Drier ~:o final pla~ ~r!or ~o occupanc7 DR For a ~lat, ,:or.s~ruc~ prior plaz ~ The inlriai :~Tcvec wzli be l!~l~eC to Dne i ', ve~r !ncreme~.ts. ir ~:~e ~l~t:t}~.s lo~s ~re approved, ~ie guarantee a~ou~t snail De l~e~,ise~ r~rlec: iD.~ia~ion and,,c: o~ner cos~ impac:s. .1 . 3 The developer snail 9ro~zlce an estimate l:?~TD'zeme~=ts based oD_ t'2. e approve:i plans, prepared ay a !ice~.sed ' 4 '?he e-t i . costs ~ s~o~lt~ed data w:_li De revl~wed D~: ~i~.~ Zr_.gi~.eer adecuacv cf c~ia~'i~ies and csmDrenensive~ess 0~ es~i~.a~es estimate s~ai! De revie~ed ~o reflect the Cit~!' s cos~ ~c comple~e improvements. I-2 1-60.2 ~rranty Guarantee 1-60.2.1 Warranty guarantees will be required at the time of final acceptance of the improvements. The Warranty Guarantee amount will be ten percent (10~) of the Performance Guarantee amount or of the d~cumented final cost of the improvements. The Warranty Guarantee is required prior to release of the Performance Guarantee. 1-60.2.2 Methods of posting Warranty Guarantee shall be the same as for Performance Guarantee and shall be for a period of one year. !-70 AS-BUiLTS: Upon completion of work on all projects the "Original" approved plan shall be revised to reflect as-built conditions by the deve!oper's or contractor's engineer and suOmitted to the Engineering Department for oermanent records, The submission of "as-bui!ts" snail be considere~q part of the performance required to complete a pro~ec=. The Certificate of ~ccupancy and the Performance Guarantee as noted in Sect, ion 1.6.1 will be re~ained by the City unti' this ~ecu~-~m~t 1-80 PLANS: Work involving street improvements, drainage, water and sewer improvements must be stamped by a registered Civil Engineer licensed in ~he Sta~e of Washington. The Engineering Department has es~a'mlished these basic ,s-_andards so plan checking can De processed efficiently. 31ans WLi~ m'ast meet the following standards befcre t~v '~ b= accemte.i i-SO.! T-?~e and Size cf Paper for Plans: The minimum acceptable size is to be 5'~'' X ~"', with the maxllum acce~t~Die size being 2~" X S6" ~v D!ans submitted larger. t~an '' !' v 171, must be drawn c,~ pc!yes=or drafting film or vellum. i-~'D.2~~ "~ ~!ans are to be d~awn "~il=zin!l ar~ encine~rs i-EO.Zr, 2 The minimum acceptable scale fDr pu~ilc wcr~s i'nFrcvement plans shall be !" = 40' for plan 'flew ,[horizcz~tal and " = Z' for profile view (-/erticai~. in cases when the horiz,Dntal sr~.ie is ~a~e,~ the vertical scale shall also De _nl- rged. A ~ a far'get scale may be requlred if the plans are crowded, ci';tterell Dr '~=-d to read Cn ~ '~ - ..... 5,;,a_~ projects, it shal~ be expected -~a- the st.ale will be eniar]ed to adequaIei7 utilize the f'all l-~O. 3 !~gj4.~?~!..~ijZjjC~e~-_t_~: The following miens . _3_ pub!is w',Drks ='~o-$v~ents shall be mreeared: 1-80,3(!) Erosion control and grading plan ~durlng and a~ter construction) 1-80.3(2) Street imorovements 1-~0.3(3) Storm drain or drainage plan (drainage and street plans mat/be combined.) I-~0.3(4) Sanitary sewer plan Water system olan NOTE: Cross-section sheets may be required for plan checking. :-8C,4 Format and Reck:fred Data: i-~C.4(i~ All public works plans for street improvements and 'itili~y systems s~all be prepared in a plan profile format ei~-ner ~qith sheets prlnted in half plan and half profile or with separate sheets for plan and profile views. 1-80.4(2~ Plans shall be prepared with all utilities, bot~ new and existing, s~own on all sets of plans. For example, on ~he sanitary' ~ewer sets, tie water and storm drains s~all ~e s~own wlt~ the ~an!~ar\~ sewer Dor~ions being neavii~ hlghli~nted. Other utillt!e~ are also to be shown in profile views where crossings occur. 1-80.4~3) Whenever possible~ ~:se notes spec!f,ying City Standards ~'~m~ers ~or common items such as catch bas~l~s, restrlctors~ fire 2'/cran~ assemblies, e~c. .... :'4~ Provide sicnature block on all pub.ic works plans ~it-7 Englneer's approval. 1-80,4~53 Show complete data for c~irD raCll, u:ilitv iccar:ons 'F. ew ~nd existing), curb eleva:lcn.s, streeq s:a~lo~i~g, s:ree: ',:::n~, existing adjacent improvements, eievatlon:~ cf axis!Ling ~:r~le: i:=provements and uti/l:ies, etc. 1-80.4(8] All elevations and graces on puDilc works plans De ~c Bremerton CitL, ~atum ava!iaoie ~rom Cit~.~ -'~ Ineer~r'.~r '-~0.4~7) At the Cock of this Section is a zlan ~re~ara~ion checKlist w~ich includes many items that are to be noted o~ a__ o_ans as applicable. A copy of the cneckllst with all applicable i-ems ~,~r each plan sheet "c~ec~edl' as adoteased by ~nhe designer is to 'De turned in with all plan submittals for piar: cnecklng ~o Engineering. Additional copies o~ ~ne cnecKlls~ are available ~rom Engineering as needed. i-4 i-80.4(8) A summary of quan~itles ~or all work wltnin t~e oubi~c right-of-way or in easements granted to the Citv shall be ilste~ on the title sheet or on the first sheet of all plans or sets of plans. The following list can be used as a guideline for the items to be listed 'out is to be supplemented as necessary for a particular project: ITEM ABBREVIATiO~T 1-80.4(8)A Asphalt concrete pavement (roadway Ton 1-80.4(8)B Cement concrete pavement (roadway) S.Y. '-S0.4(S)C Asphalt concrete pavement (alley) Ton i-S0.4(8)D Cement concrete pavement (alley) S.Y. i-~0.4[8)E CUrD and gutter L.?. i-8C.4(8)F Concrete sidewalk i-~0.4<8)~ Concrete driveway approaches S.F. . ~,~ ~ Water main (s~ze) L.F. L-~.4(8)i Gate vaiTes isize) I-~O.4(8)J Butterfly valves (size) Ea. i-~C.4(3)K Sewer main ~slze) L.T. i-SO.4(B)L Side sewer (s=~e~ ,~ L.F. i-BG.4(3)M Sewer manholes {type) Ea. i-~0.4 8)N ~rain pipe {s~ze) L.F. --,..~ ~3)0 Catc~ oasins (type) 1-60.4 SiP Traffic reGulatorv sicns ~-BC ~ a)~ S~-~t name slgns - .- ~ .... "-~0 4 8~R Fire ~vd~ant assemblies '-~3 4 ~IS ~qaTM main blcw-o'fs ia, ....... ,,_,, ~-t ?LA~: ff!c control ~!a.~s sb. aii ~e sus- i -90 TRAFFIC C,'~rTRji._' ..... Tra ~_ .. ,nl%%ed with the permit application ~or all ccnstr~.~ct2o?. ~rc~ects r-'~ im~ac% any ~uoilc roadway includln,- ou% nO% ilmit~d to lar. e z_. ~s~res , cetou3s, slow-:~ovlp. g veh!cles or actual ~hin the rignt-cf-way suc~. as ~renc~.izlg, paving, etc. -: D~ CrSNSTFUC~f~_~9~TiE~rli~: A sched'ale cff ccnstr:ic~:c?. a -T;vlties s~.ali be suDmlt~ed ~iOz~ TD lss~iance o~ ~ -li0 iNSFECTION: _ u.i .~aterla.:s - Samolln~ ant Testi-c. Comoactzon zests 'n~zerlai sampling and testing sha=_ De reqtLired at the discre-.ion 2:' the City Engineer. W~en requireC, all testing s~ali De --=rjcr'ned oy a tes~ing laboratory certified in w~3~incton ~ s , . Copse of all test r~Dorts shall be furnlsned '7Lz'f Yncl~eer. A cost3 incurred for 'ec~-~c or samol~nc as reculred shall be the responsibility of the contractor cr aeveioper. i-5 1-110.2 Compaction Tests: Compaction tests will be required a~ the discretion of the City Engineer on all construction work within the right-of-way. 1-110.3 Line and Grade: Surveying as required to construct a given project per the approved plans shall be furnished by the d=v~!ooer or contractor at no exoense to the Cit~x. it is resulted that survey stakes be set for new curb.and gutter construction, for beth horizontal and vertical control. 1-120 LEGAL RELATIONS AND RESPONSIBiLiTiES TO THE RUBLiC: 1-120.! Laws to be Observed: The contractor at all times shall cs!nply with all Federal and State laws, local laws and ordinances, and any regulations which in any manner affec~ the project. The contractor shall release, indemnif',/and promise to defend and save kaumless the City, its o~icers, employees and agents frcD and 5jai~sl a~t- and ai' !iabili~y, loss damage, expense, actions and sl-~=-~ including costs and ~easonable attorneys fee- ...... ~, ~ incurred by the Ci~y in defense t~ereof, asserting or arising directly or ixdirectiy on account of any violation of the laws, ordinances or reUulat!ons whether such violations are bY the contractor, his r;.'~ccnzrac.-.ors, his employees, or his agents. '-'~'~ ~ ' 'o~'=o- and Restoration of ~-oper'.'/: m~ll protec~ and preserve from damage, interference and ,i~slruc~ion ~ll private and p~ib!ic property on Or in the vicinity ~f the work. if such propert'f is damaged or destroyed or ins ':se interfered with bY the cen~ra:tcr or his agents, i~ shall z-~oTed immedlatei~I to its former ccndi;ic, n by ~he contractor .~is expense and suck interference ~erminated, i-i~.3 Utilities and Si:ni!ar Facilities: l-ll~,l:l] --h~ cant- ~ - = jamage ~ri-zate ..... ac,o~ shall protect ~' cllc u:llitles including ~n¼one and :elecraDh ' ::es lower _ ,. '=e~, sewer an,! water lines, railroad tracks and app:.:r:enances, 'i/-waV =="'~'~- a~ sichal sys~=~s and c!m~lar facilities '-i~ 3~2) It is t~ contractcr's resnonslbii~t~; ta csntac: :he ::cai 'indergreund utilities "one-call" number 4~ hours 12 advance ?'] ,k :¥ ccrLs,-.r~/ctlon which requires excavation. The one-call humbeT : ~ ' ~a ~ .~ ~ ~ · Chad ~ _-~.,~- .... -5555 RC~ 1984 SuDo. . 19 ~29 _- ....... a__ic ~'~o! at Cons:ruct!cn Sit;- ADoro~ted traffic :?ntrei shall be established for all construction projects which ::pact an7 cublic roadway inci!lding but not limited t3 lane :les~:res, detcttrs, slow mo~zinq '.:ehicles and actual construcZion ,viihiD the right-of-way. See Sac. 1-9. 1-120.5 Detours and Road Closures: Approval must be received from t::e City Engineer and Police Departme:it for all Getours and rcac, closures. See Sac. 1-9. 1-120.5 F__la~men, Barricades and Siqns: Flagmen, barricaces, signs and traffic control shall conform to the Standards esta'Oiished in the latest edition of the MUTCD. See Sec. 1-9. All equipmen~ and ma~erlals required for ~raffic control shall be furnlsb. ed, 2ns~alled and maintained by the con=rac=or ~o ~b.e satisfaction ~.e City Engineer. 1-120.7 insoection: i-i20.7(1) Work performed within the public right-of-way, whether Ov or for a orivate deveiooer, by ~"'- forces cr 'oV a contractor shall be done ~o the satisfaction of the ~"' E?.glneer anl in accordance w~t2 approv~d ~2ans and the Standards. Unless c~nerwlse approved, any subsequent revision to approved pi~ns lzpiemenred. 1-120.7(2) i~ is tl~e reqponsiblli~¥ o~ ~le developer, contractor . -<3~ ~ =* t~ City in ad,;ance of the ccmmenceme~ ,-~ any ~c:'!< and "' have all work i~sD~cte~ as Constr~ctlc~ pragresses ACvance r.o%ifica~ior_ is ~c~{ ~ for scned~ir:g :-120.7(3) A precons~ruct/on conference and/or field review snail De required before the start of at.:: wor~ on majsr ~:s v~ork so as ~o oreyen: hazaras ro Public safe:y, health and ' -120 Ir ~' Streets shall '0e ke~r free o~ dirt and deorls cn 1-120.3(3 Pedestrian facilitles slail De .<an: free =.:etructlons, ap_d con%inult'r .sna._ De maintained at all times u'._iess ct?.er',gise apnrc~e{= Cy t~'_u EngZr. eering 1-120.8(4) Cn existing streets, two-way traffic shall De :maintained -~- ali Times unless detour o/ans 2ave seen alr~rc'.~ed, :n advar:ce :::e Citv Er. gir. eer. '--120.8r5) Pedestrian and ~,eh/c=:/ar access to occupied buildings sz=iil oe maln:alnec at all times ez<ce9: wne:e approval from ouilding owner has been oh%aimed. 1-7 1-120.$ Temoorarv Erosion/Sedimenlation Control: 1-120.9~i) Required Plans and Puroose: A temporary erosion.`/ sedimentorion plan is required for the following'land alteration activities: on slopes 15~ or greater; OF where cu~ and/or fill slopes i5~ or greater will be created by the propose~ work. The olan shall clearly indicate the construction sequence for esTablishmenT of all erosion control work born Temporary and oermanent and shall be a separate drawing. The following are the minimum no~es required on all Temporary eroslon/sedlmentaTicn control plans: i-i20.9(1)A The temporary erosion control system shall be insnailed prior to all other construction. i-12O.9(1)B Where possible, maintain natural vegetation for sii~ .Tcn~rcl. 1-120 9(i~ As consTrucTion o~og~sses and seasonal condi~ions di.r~aTe, the erosion control facilities sha_i oe maintained and/or altered as required by The City Engineer to insure conZlnuing ez~sion/seCimentaTion control. '-120 9(I~D Temoorary siltaT!on oonds and al' t~moc~a-v silta~ion z}n~rois slail be maintained in a satisfactory condition until ?i~arin{j and/or construction ls ccmole~ed, permanen~ drainage flcllit!es are operational, and ~2e potential ±or erosion nas i-i20.9[ I]E All disturbed iana areas left fcT 30 days or :nora snali be seeded with a mix and ay a method aSproved =y ~he Cizy _-120.9~i17 Approval of this plan does no~ ccnsziz'.~ze an approval ~= ~s~c~ s;z~ nor location o= D!oes TeS~TiC~:~L'S OF d~en~ion .... = ..... , _ _ . · , ~aciil~!es; 'out is an approval of gradlug an~ 9edlmer:T.a~;cn -' ZO ~a. 1 )3 The DIIC' iC ricnt-of-,4;~'r snail -~ z=~ cleaT! 1.2ac~lnl ~f :n'Id and deori.-s from the 911e will not '.De -allowed. Failure :7/nply wl ~2 ~is condition will resuir l:! a~2 work on ~nt2 site ~i~FOP.}~AiEC'~j TO ~E Si{CBOT .... 2RAWii;G~: _. ?ion Plan Snowing: Dimensions NorTh arrow Scale [engineering, nor Stree~ namels} Fight-of-way width(s) (show if unequal distances from cen~eriine) Building location {distances to lot lines) Driveway location (bo~=~ proposed and ~v:st~- and distances from lot lines or corner for each) Easements (type and width) Spot elevations at: Each property corner Finish Grade (at building corners) Finish ~loor Top of curb (at property lines) Each edge of driveway (at property line) Cross-section view (may show some of the above) Parking (proposed traffic flow aT entrance and exit) Address and/or assessor's tax lot number Short plat (location of all housing planned) Sanltarv Sewer Plan Showing: Sewer line locations (show relationship to water lines) Sewer line sizes and material Sewer line slopes Building location Elevations Building llne Changes in line or ~rade Property ~ine PuDlic Sewer Storm ~ewer Plans Showing: Storm line locations S~orm llne sizes and materials S .... line slopes Downspout locations CaTc~ basin locations ~e~ention"retenTion details Elevations Catch basins Invert elev. Property ~ine Public sewer Area of impervious surface Drainage pattern of impervious surface ;~= recuired) Ci! separators ConnecTion to public Lecation and slze of DU~='~ system ~"~' ~utter and Sidewalk Plans c}!owing ~ o .... : Properrv Lines Street centerllne Sidewalk width ~nd location ~thlckness as per specs.) Driveway width,location and Grade thickness as per specs.) Curb height, slope Gutter width, thickness Wheelchair ramps, location Expansion 3oints Catch basin locations Spot elevations at: Point of curve (on curb) Point of tangency (on curb) Top of curb at property lines Front and back edges of sidewalk at property lines and grade breaks Details on any retaining walls at right-of-way lines Topography of opposite side of roadway '_-lO' ALT. T1TLE BLOCK = x o ca 1' 3/4- J 7/4' J . j× co in ~-o x LU x rn X I,-- ~/,~, ,-- 1/4° 1/2" .... ~-l/,~-j ~-l/2'j CITT 0ATE: 3-27-89 DRAWN BY: ReE PLAN SHEETS SHE-F OF AJDPROVED Fr: 1 BREMERTON owo. NO.: B-~O~ FlUE NAME: ENGINEERING PUT. sc.: DMSION nrV~SiON 9 EArTHWORK 2-10 METHODS OF EROSION AND SEDIMENTATION CONTROL: The types of control as noted in this section and the related standard plans for erosion and sedimentorion facilities are a minimum requirement, unusual conditions may require more extensive facilities. Erosion control facilities shall be periodically inspected and maintained 'oV the developer or contractor to insure continued operation. 2-I0.1 Temoorary Siltation/Sedzmentation Ponds: Temporary sl!tation/sedimentat!on 'ponds shall ee recuired of all land alteration operations in order to detain runoff waters and trap selilment from eroda~!e areas thus protecting properties, dralnage ways, and streams below the installation from damage Oy excessive secimentatlon ant deDris depositlon. T'ne dam or carrier forming %b=e pond snail be located to provide for ..~a'z2..~ir'. capacltV for %saDplng sediment oehind the structure as well as for greatest ease c2 cieanlng. The temporary pond requirement ma~r De waived, at the ~ilscretion of ~'~ Ci~v Engineer for sma=i areas of land dls~urbance where potential damage is minimal and pond construction liptactical as long as runo~ ~rom all such areas is satisfactorily filtered prior to discharge from the site. ~-i.20 C~eck Tams ~nd Berms: C~eck dams anc,or harms snail be in;srpor~ted into esoslcn controi facilit!es as needed. ~-' 20(~:, ctr~w bales (staKed ~ olace) may ce used as /lssipating drop s:rucIures, flow direction ccntrci :~nl or dams to create ponGing. See Standard Plan No. 3-202 and i-Z03. l-i Toil, Rack berms can De used for ali uses statec for straw o.~les and may be used as filtering devices. E-i ~'3~ Raft2 ':erms may 'De used .o control =low c~ctlon and .... x=~ =~it-laCen water from ,2iscnar,glng intu aij=,'=~- i-_/ ..... ,e Duolie rlc~ts-,af-waV see Sta~d~r:i D'an No i-2C4 " ..... "Synthetic Erosion Control ?-~0.3 ~ a ..... : '2-10.3f ~ ) Natural and/'cr reslcrative 'xec~at-or, is enccur:~ced ::::rc/i/ng erosion. ~ -13.3 C 2 ) Mulches, such as hog f',~e./ or s~Taw ~ay be used as ten~porarV control on ei~.~osed areas Curing l~J!emeit ~/eat.her. it t~v De necessary to :oi'~ mulch in place with utlll~' ::et:ing. 2-10.3(3) Impervious covers such as olastlc sneering may also be -2ee!i for temporary protection and shoulQ De s~a~ed to the ground c2 t~eld in place with tires or rocks. '2-1 2-10.4 Filterin~ Devices: Filtering devices such as filter fabrzc fences may Oe used to filter runoff prior to discharge from site. See Standard Plan No. B-205, Approved filter fabrics are celanese fiber, po!yvinyl chloride woven cloth, reinforced chlorosu!f~na~ed po!ye~hyiene cloth, chlorinated polyethy!ene woven cloth, such as mirafi 100 X, Typar 3401, Sta~ilenka 1O0, Envirofence or approved equal. 2-10.5 interceDTinq Ditches: intercep'.ing ditches are recommended, whenever possible, to be located across ~uture b~iiding sites to preserve natural vegetation. intercepting ditches outside of future building sites s~ouid meander to avoid ~ees. 2-10.6 Cut-off Trenches: Cut-off trenci:es are recommended to ci~siDate Grainage into the natural on-site recitation. E-10.7 Flexi~ie Down Drains: Flexible down drains .nay De utilized ~s temporary structures to proTecT open slopes and shall constructed of flared end sections connecIed b~=7 plasTlc snee~ ~using, heavy clut¥ fa0ric, or nonperforated corrugated piaszic pL~e. See STandard Plan No. B-206. ~-i0.8 ~radien~ Terr~ce~: A gradment ~errace is an earth emDankment or ridge designed so that the too Cf the cons~rucled '~i.ige is no lower at any poin~ Than the design e_evaTion of The -~,ateT surface of the outlet under design flow and is ins~al!ed so is to inrercep~ surface runoff and conve~ i~ TD a sta~le o~itleI at a r. on-erosive ve!oclty. Gradient terraces maE= be useful 'zctn a9 =~ iemporar? and~or a permanent erosion conlroi meas~Ire. See Siandard Plan No. 3-207. 2-10.3 Temporary Cpnsrruc~i_o~_.~n__c.~: A ~emporar¥ construction entrance is a roc-< staDlllzeC temporary enrr~nc~ pad and snail c~ruczeC at points where traffic will be en. lerlng or leaving a czEs~r',~ctlon site ~rom or onto public r!.~'~r-cf-~atr. The pad shall '-= ~ufflcient ~e~c~ and wiC~A to elimlnaEe zransDorla.'_icn cf mud ~'-i se.!imen~ from t~e ~c.-.~':uc-.isn ar~ o~to the DIiOi/C ~tf~-ef-w~y 0y mo~or ver~_Icles or 0¥ rudolf, b~it uLder :'~-cumstances sh~ii iT 'be less wlcke than ~ incress,-~c-~ss at the r -lT-cDf-'~;ay nor less than 50 feet 'ont~ "~ stabilized ac9.~r~cTion entrance shall De a ~inlmu/n thickness of el.~kl~ i~c'zes ~r~.i zonstructe~ of material a~oro~ed by The C' ~'~ c~cineer The e:-_nrance ~al! 'be maln~ained z=o t.he satlsfac'_ion of ~e Ci~" i'sEecror. See 9~ancard Plan ].~o. B-iq]8. ~z~en site conditions are s'...'n tna~ the Temporary entrance oa,~ ~aiis To oarform as required, vef~icies ~v~t-~c t-~ size shall have tne-.r tires and wheels r..eanec ol~ sweeping, brushing or was~ing prloT To enzerlng public rl.l:~z-of-~.~av. All washing snail De Cone on an area C--aln~-=~ To an appro~ec erosion control faciiit~/. go~_=_~ption: in addition to t~ose eroszon con=rol methods aoove, the additional erosion control measures below may be necessary ~o protect the installed storm drainage system and/or downstream systems and shall be utilized in such comblna~ion as is necessary to achieve the requirements of these Standarms. Erosion con=rol facilities shall be periodically inspected and maintenance performed in order to insure their proper functioning. 2-10.10(I) Sediment traps are structures of limited capacity designed to create a temporary siltation pond/filter around s~orm drain inlets or at points where silt-laden storm water is discr~arged. Periodic maintenance by the contractor or developer ~s crucial to the proper functioning of sedimen= traps. Example of typical sediment trap installations is the gravel filter type, seen on S=andard P~ans No's. B-210 and B-202. 2-i0.1C(2 interceotor dikes are temporar,J oerms of compacted soil D'j gravel constructed across disturDeC construction areas. interceptor dikes shall be designed and constructed so as ~o r~cuce e~osion by intercept'ing storm water and diverting it ~o slaciL!zed ~u~lets such as si!tation~sedimentation ponds or areas oj "~ ~ab~s~d vegetation ,~-es ....... 2-3 FILTER FABRIC FENCE ,L S~L/TATI N~pOND/__ (SE_~.. NOTE_.._~3) ///v (sEE ~o ,-~ ) "'~.. '.' R:SE/&iNG FILTER- SEE "' .'-'.' · ~ ~D, P~ 8-202 '.'. '.'..'. '.'.. .'. & W ~ D~ "-"."'."."'.".O" TERCEPTOR - '.' .' ' -' · (SEE.OTE 2)A "" ""' / RIP~P OUTFA~ ~A B 3 I I i --I~l "T' \ 4.'-6' CL. ARRY A-A ~' '= sP~:s B-B INTERCEPTOR SWALE RIPRAP OUTFALLCHANNEL NOTES I. SZLTAT~ON POND VOLUME SHALL EQUAL ] CUBIC FOOT PER 100 SQUARE FEET OF CLEARED AREA (MINIMUM). 2, CONSTRUCT RUNOFF INTERCEPTOR SWALE WITH BERM 3. LINE W/FILTER FABRIC-CONSTRUCT STRAW BALE DAM AND OR FILTER FABRIC FENCE 0N AREAS OF CRITICAL DRAINAGE, BOTH ARE RED'D) SEE STAND, PLANS B-203, B-205, B-206 · '~ CI'I"~ DATE: 2-7-89 DRAWN BY: RSE TEMPORARY SHE~ OF APPROVED BY: EROSION CONTROL BREMERTON owa. NO.: a-2m FILE NAME: ~ ENGINEERING PLT. DIVISION STAKES PER BAlE / STRAW BALES AS RE0'D ..' R:SER SECTION ' (OvERROW P~PE) ELEVATION 1' FREEBOArD (MiN) ABOVE OVERFLOW P~PE L ..z/ STRAW BALES PERFORATED / R~SE~ T :/ OvERFLOw ~i'~;~i?,i:li, GRAVEL RIPRAP DETAIL A A NOTE OMIT PIPE, RISER, AND BASE WHEN USED AS A DROP STRUCTURE OR CHECK DAM : ~ CI"lnl/' DATE: 9-8-88 STRAW BALE DAM FOR DRAWN BY: RBE SEDIMENTATION/SILTAI']ON POND ~,~ 01~ APPROVED BY: ]]~.~'~]~l~,~'Ol"~' DWG. NO.: B-202 FILE NAME: ENGIi'qF, ERING PLT. Pt..: ~" DIYISIOI'q 2 STAKES PER BALE TO MAINTAIN POSITION AS REQUIRED . .,, ._',.'.-, 1. WHERE POSS',BLE. MAINTAIN NATURAL VEGETATION FOR S;LT CONTROL. 2. TE~/[PORARY SILTAT1ON AND DETENTION PONDS TO BE CONSTRUCTED BY P'_ACING 'STRAW BALES OR FILTER FABRIC FENCES ACROSS SWALES OR EXCAVATION SILT,"TTON PONDS UTILIZING FILTER SYSTEM PRIOR TO DISCHARGE. PONDS SHALL BE CONSTRUCTED SO AS TO PROVIDE ONE CUB!C FOOT S:"TT, L:NG POND PER 100 SQUARE FEET OF CLEARED AREA TRIBUTARY TO POND. ,.3. ALL TEMPORARY S[LTAT!ON AND DETENTION PONDS SHALL BE MAINTAINED IN A SAT!SFACTORY CONDITION UNTIL SUCH A TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPL:'Z'TED AND THE PERMANENT DRAINAGE FAC;LITIES ,ARE OPERATIONAL. ,', R_ri',URN SiLTATION CONTROL AREAS TO OR1GIN,~L GROUND COI',;D!TtONS. 5. R;PRAP BASE (BOTH SLOES) OF BALES OR OUTFALL CHANNEL FOR EROSION CONTROL, AS REQUIRED. 6. APDROVAL OF TH!S PLAN DOES NOT CONSTITUTE AN APPROVAL OF S;ZE NOR LOCATION OF PfPES, RESTRICTORS. CHANNELS OR RETENTZON FAC:L[T[ES, BUT IS AN APPROVAL OF TEMPORARY SEDIME,,',,;TATiON CO:.,ITROL PLAN ONLY. CITY DATE: 9-8-88 DR~WN ,Y:RBE STRAW BALE DAM OF APPROVED BY: BREMERTON owG. NO.: ~-203 FlUE NAME: ENGINP. gRING ,LT. P'..: ~:~ DIVISION ~ 2'rain Mechenical comicaction req'd ~- 1'-6' Cut or fill slope 2~1 SLOPE (MAX) I I ! .... CROSS SECTION TEMPORARY DIVERSION DIKE ~-- -~ 2'rain Mechanicoi compaction req'd 2:1 SLOPE (M rain :tl~" '~""" CROSS SECTION TEMPORARY PE~IMEER DIKE  CITY DATE: 2-7-89 TEMPORARY DIVERSION SHE,~ DRAWN ~Y: RE]E "' ~ BREMERTON owe. NO.: B-204 DAM \.,~ OF APPROVED eY: AND DIVERSION ~ FiLE NAME: ENGINEERING PLT. PL,: 1:1 ~'~'~ DMSION NEWLY GRADED OR 7 · DISTURBED SIDE SLOPE · i'~i ~,~ ,, = 4' F1LT 2"X 14 GA WELDED WIRF_. OR EQUAL 3 · 2'- 6" Z SECTION F!LTER FABRIC-FASTEN TO r 2"X 2'X 14 GA STAKES WFTH STAPLES OR WIRE RINGS r-" 6" ,..~; ., ;' != 1' =; 2' X 1 ELEVATI 0 N  CITY DATE: 9-1s-aa SILT FENCE SHE~. o~ DRAWN BY: RBE 012 APPROVED BY: 1 BREMERTON DWG. NO.: 8-205  FlLE NAME: ENGINEERING PLT. pL: ~:~ · DMSION /"' STANDARD FLARE END CULVERT SECTXON /Z P'~TIC SHEET TUBING CI~[ DATE: g-6-88 TEMPORARY DOWNDRAIN DRAWN 9Y: RBE STRUCTURE OF APPROVED BY: BREMERTON DwC. NO.: B-206 FILE NAME: ENGINEERING PLT. PL: DMSION UNOISTWRBED OR PROTECTED SLOPE-NOT TO EXCEED 15~, FREEBOARD D :_%:,o ~ .,..:. :.:: :: :: :: :: :: :: :: :: :: :.:: :: :: :: :: :: :-:.~ P WHERE REQ'DSURFACE INTERCEPTOR DITCH 3ES;G;~ w;DTH-IO' MIN. . ~ ~ DESIGN HEIGHT GRADIENT TERRACE  CITY DATE: a-7-es INTERCEPTOR DITCH O~ DRAWN BY: RBE ~. OF APPROVED eY: GRADIENT TERRACE BREMERTON DwS. NO.: ~-ao7 FILE. NAME: ENGINEERING P,.T. P~.: ~:~ ~'" DIVISION % EDGE OF PUBUC RIGHT OF WAY --~ ~- 8' (quarry spalls) SECTION EXISTING DRIVEWAY RAMP OR S~I'E ACCESS ROAD · 50' MIN. EX:STING GROUND r,;OTES LSE 2" TO -" QUARRY SPAL!,.S OR CRUSHED ROCK FOR SL.;P, FAC:NG AS SHOWN. MATER~AL 'WITH 'FINES" :S :4CT ACCEPTAJ:DLE. T:-E 50' MIN. LENGTH SHALL BE LENGTHENED AS NECESSARY TO ~NSURE MATER~L !S NOT TRACKED ;NTO R.Q.W. PLAN CITY DARE: DRAWN ~: RSE TEMPORARY SHE-:' OF APPROVED BY: CONSTRUCTION BREMERTON DwG. NO.: s-aoa F, LE NAUE: ENTRANCE ENGINEERING PLT. PL: 1:1 DI~'ISION , _~- ,/-- EMERGENCY SEDIMENT TRAP //~ ~ ' w h' RLTE, ~;C LENGTH OF BASIN TO BE AT LB~ '-- COMPACTED ~R~ 3 TIMES THE 'NIO~ Wl~ ~L INL~S AT THE UPSTR~ END OF ~HE B,~iN P~N TER L~/EL OURING gTORM ;--,,-I' MIN I T ._-=. '~ & SEDIMENT STORAGE COMPACTED DAM INSTA/,L ANTI S,EP COLLAR ON CMP PROFILE CITY DATE: 2-7-89 / DRAWN BY: ReE SEDIMENT BASIN SHE,=-- OF APPROVED BY: BREMERTON DwG. NO.: B-2~O FILE NAME: ENGINEERING PLT. SC.: 1:1 DIVISION 3-10 ~JZ~RA__L_: Design, preparation of plans, and construction of all street improvements and/or appurtenances shall be the responsibility of the developer. All improvements shall be per current City of Bremerton Design and Construction Standards and SpecifiCations and all plans shall be approved by the City Engineer orior to issuance o' any permits for construction. 3-20 DESIGN: 3-20.1 Standard Soecifications See Section 1-3 Standard Specifications. 3-20.2 Roadway Types and Geometrics: 3-20.2~i) City of Bremerton roadways are classified func~ionaii'~ a~ indicated in Standard Plan No. B-300. Criteria for minimum right-of-way and roadway widths, and o~her gecnetrics shall be as listed for given classifications. B-~O.~'2 S~ructu ' sections and roadway aoour~enances shal~ be as shc~n on Standa~ L Plans Nos. B-30!, B-SO2 and B-PCS. 2-2~ 9IS TyPiCal Utility Locations: Tv=ical u~~ locations fo~ design purposes are shown on Standard Plan B-~O.lq4) Curb and Gutter: Type "A-i" curb and gutter per ~t~ndard Plan No. B-SO8 s~all be used on bot~ sides rc.adwa~/s. !-qO,lqa) Concrete Sidewalks: Concrete sidewaiks s~all be r~ulred as no~ed in Standard Plan No. B-POO and shall be constructed per Section 8-!4 of the Standard Specifications. 3-2T.~.~3 p~JZ~.~: Drive~,~ays shall De per Standard Plan ~c. ~-~7 <or as applicable. ~ ~ ~t~ A General ~-2G.2(8 Ai ~;o drivewa~/ approach shall project beyond the ex~enslon .Dr the side property line, unless ~he owner of ~e ~=~ac~t prcper~y is a co-signer of t~ d~vewav hermit. {6).~= There must be at least 20 fee* cf full ~g~ curb ~-20.~,, '~ · ....... ':etween drlvewa?s serving ,any one prc~ertV frontage. ~ _ =u~'l he curb 3-20.2(e~A? There must be at ~east 6 feet o= ~,, igh~ between driveways on adjacent lots. ~-~O,E(6)A~ ~;ew drivewa~!s installed in areas where curO and gutter improvements are nol existing, and not required, shall be ~aved from the existing edge of pavement to the ~roperty llne regardless of whether the remainder of the driveway on the private property is paved. 3-20.2(6)A~ in areas not fully improved with curbs and sidewalks, the elevation of the driveway at the point where it crosses the property line shall not be more than 3 inches hlgner than the elevation of the centerline of the existing paved street if the d~iveway is rising on the p~ivate property side and no lower than level with the elevation of the centerline of the existing street if the driveway is falling on the private property side. 3-20.2(6)A~ Commercial d~ivewa~s located closer than 1QO feet from the approach to an arterial intersection shall be signed and marked "Right Turn Only" unless otherwise approved by %he Citl~ Engineer. Private "Intersection T'fpe!' driveway cpenlngs may be approved in lieu of conventional driveways in commercial areas wher~ the following criteria are met: 3-20.2{6)A~a Projected driveway usage is greater ~han ~.~ehlcles per day. ~-20.2(6)A~b The opening is at least 150 f~et from any cther in~ersectlon. ~-00 ~(6~6~ Ti~e ooening is at 'east 150 feet frc~ ~nV ~her iri~.rewaLr on the property frontage under control Df the applizal~. 3-20.2(6)A~d A minimum !O0-foot storage area is Drovlded be~een the cur~ ilne on the street and any turning or p.arxln~ within the development. ~-2~ ~ Street Ends: 3-20.3(1) Cul-de-sacs shall be provided at all l, ermanent sireel ends and on any temporary dead end location w~en the leng~ ~h'e sZreeT is more ~han 2CO feet. Cul-de-sacs shall be per 3~{ndard Plan No. B-308. 3-2C,.3[2) Cn temporary dead ends, when the length of the s~reet is less than 2CO fee~, t~e reculred turn-around area may 'se a hammernead type of design per Standard Plan 1,;o. ?-20.4 Intersections: 3-20.4(i) Criteria: intersections Curves Angle of intersection 8C C.3 90 Up tc Minimum centerline radius N.A. !0,9 feet Minimum curb radius 25 feet 3-2 3-20.4(2) Minimum Centerline Offset of Adjacent Streets 3-20.4(2)A Local access and collector streets, any combination !80 feet 3-20.4(2)B Local access or collector streets, crossing or connecting to any arteriai~ or arterials intersecting arterials 300 feet 3-20.5 Radii on Curb Returns: 3-20.5~I) The minimum allowable curb radius shall be 25 feet, which is to be measured from the radius point to the face of curb. The 25-foot radius curb return may only be used at the intersection of I~':o local access residential streets. 3-20 5~2) On all other street intersections the ~mu:~ allowable r~dli shall be 30 feet, which shall also ~e used at the ir~tersection of local access residential sTree= with any collector cr arterial. 3-20.5(3) Radii of 40 feet or more, and preferably three-centered compOUnd curves Or simole curves with tapers to fit the oaths Of a?proprlate design vehicles, should be provided where large truck cz!nbinations and buses turn frequently, Larger radii are also !~slrable where speed reducticns would cause problems. 3-23.G Curb Ramps (Wheelchair Ramos): in accordance wiT2 Sta~e Law, curb ramps shall be provided a% all pedestrian crossings with =urb sac=ions, See Standard Plan No. 3-310 for details. I= is T©qulred that when a ramp is constructed giving handicap access to ~~~e roadway area, the corresponding ramp at the opposite side of ihe roadway will also be required. Exac~ locaiicns az each curs re=urn will be approved in the field during consTrucTion. 3-2~ ? Monumen~ation: it shall be the develcDer's resDonsibil=~v ~z :ncnument the boundaries of all p!a~s, ma~or s~ree~ i.~ers~c~icns, and street centerline ccnzrol ?cln~s. 2-27.7~!,! Monuments shall be iocazed a~ all centerline Lx':~rsectlons of !nTerseczing streets. Curve streets shall be ~czu:ne~ted aT centerline P,i.'s (pcin~ of intersection), if it f~].is within ~he street driving surface, o~erwise bo~2 ?.C. and ?.T. c~ The curve shall be monumen~ed. ~-~0.7(2] Monument and monument case and cove~ shall be supplied ~:~d installed per Standard Plans Nos. B-312, 3-313 and B-3i4. T,!.;2umen~s shall be set by a Professisna! Land Surveyor, licensed in the Sta~e of Washingzon. 3-20.7(3) it shall be the resoonsibillty of the developer to provide horizontal and vertical control 2nfcr:na~ion of all new!¥ installed monuments to the City Engineer. 3-3 3-20.8 Street Illumination: 3-20.8(!) Street lights shall be provided in plats and for commercial developments. Street light poles shall be similar to others existing in the area. Special ornamental poles may be installed with approval of the City Engineer. Energy-efficient l~Iminairee shall be used. All !uminaires maintained by the Puget Sound Power and Light Company shall be subject to their approval· All street light wiring, conduit and service connections shall be located underground. ?-20.8(2) Street light locations must be approved by the City Engineer. 3-20.8(3) Coordination for the installation of the street lighting s'ystem by Puget Sound Power and Light Company (if applicable], sh~ll be the responsibility of the developer. 3-20 9 ._a.__ Control S!qning and Strismnc: 3-50.9(1) All traffic control devices shall conform to "Manual on Uniform Traffic Control Devices" (MUTCD) as applicable. It shall ~e the developer's responsibility to pay for all materials and labor as required to install all traffic control devices. ALl required signing (traffic control and street name signs), striping, an! other delineation as required, shall be as shown cn the street improvement plans prior to plan approval and shall be installed by Uii7 forces· ~-29.9!2) See Standard Plans Nos. B-BlS, B-316, 3-317, 3-318, 3-3!9 and 3-323. ?-2~.9(3) See Section 9.2.1~ "Lane Yarkers~', S~:Bndarci EDe:ificaticns for Road, 3ridge and Municipal Construction. See Standard Plan No. 3-324 for other signing details. !-23 ~ Cuardrails: W'~e~ -~cu~-~d cuardrai!s shai' confor'n to s~azdards p!ibiished in Standard Specifications WSD07, ~cst recent r?vision. Type selected shall be app~cved by t.he $1tU End!near. ~--lO.ilr!) Sidewalk ~afet-~ Rail: When a sidewalk is to be -_~n~%ructe!i abcve a slogs, adjacent to a rock wall or retaining c~ll wl'_ere, in %he cplnlon of the City i~gineer a hazardous son!ditch will exist, a safety rail will be required. 2~-20.11(2) p~_~: Safety railings shall be constructed cf 2" jalvanized steel pipe with vertical supports at IO feet on center and horizontal railings 9 inches on center. All joints shall be ~elCed and the entire safety railing coated to assure corrosion orotection. Eai~in~s s'~aTM be erected to assure a continuous line and grade. Finish height to be 42 inches above pedestrian area. See Standard Plan No, B-331. 3-20.12 Rock Walls and Retaining Walls: 3-20.12(1) Public Works Permit is required for ~ rock walls/retaining walls within the public right-of-way. Structural calculations and design drawings stamped by a Licensed Engineer are required for all retaining walls greater than 4 feet in height measured from undisturbed grade to top of wall. 3--20.12(2 See Standard Plan No. B-331. 3-20.t2 3 Rock Wall UsaGe: ~-~0.12 3>A Rock wails may be used for t~:e ccnt~inmen~ of cut or fill embankments up to a maximum height of ~ feet in sta~ie soil conditions which wi~ result ~ no signi=icant foundation settlement or outward thrust upon the walls. :~-20.12(3)B Rock walls may be used far containment of cut or fill e~?san~ments up ~0 a maximum hei ht of ! f g 2 set '2DCn ao~-'oval ~!~7 Engineer of a rec~ wall design stamzed ~y a Licensed .... ~ ........... .... o_. to construction mc~,itoring jc~k ~valls grea~er than 8 feet in height require ~ne owner to e::~piiDL~ a ii:ense! soils e~gineer for constr~ictlon insDectlon and ~.~lmit copies of his inspection reports to t~l~ City Engineer. Y-Z0 12'3)C Rock Wall ~!aterials ~ Size categories shall include: Twc-:nan rocks l!3.DO to 8~O pounds}, 13" - 18" in least <!imensions~ and Three-man rocks (BO0 to i,~00 pounds), ~c 2~" in least dilne~sions~ and Four-~an rocks ' ~O0 to 2 i00 pounds} 24" - ~2" ~n least dlmension~ and Fi~e-man rocks ? ~O to ~ 000 pounds} ~0" - ~8" in least _,~ ~, _ , dimension. Five-man rocks shall be used for bottom course rock in all rocz retaining walls over 7 fee~ in height, b The rock material shall be as nearly rectangular as pcsslD~e. No stone shall be used which does not extend through t'ne wail. The rock material shall be hard, sound, durable and free from weathered pot=ions, seams, cricks and other defects. For all 3-5 walls h~,, than ~ feet or with a surcharge rock density shall tea minimum of 160 pounds per cubic foot. 3-20.12{4) Trench Excavation: The rock wall shall be started by excavating a trench having a de~th of one-half the base course or one foot (whichever is greater) below the ground level in embankment sections. 3--20.12{5) Rock Selection and Placement: Rock selection and placement shall be such that there will be minimum voids and, in the exposed face of the wall, no open voids over six inches across in any direction. The final course shall have a continuous appearance and be placed to minimize erosion of the backfi~ material. The larger rocks shall be placed at the base of the rocKer~ so that the wall will be stable and have a stable appearance. The rocks shall be placed in a manner such t~at the longitudinal axis of the rock shall be at righ~ angles to the rockcry face. The rocks shall have all inclining Eaces sloping to t~e back of the rockery. Each course shall be seated tightly and e,,~niy on the course beneath. After setting each course all voids snail be chinked from the back with q~arr~/rock to eliminate void s'-~=icient to oass a 2-inch souare orebe ~-20.12(~) Backfill: The wail bachfill snail consist of q~iarr'/ sDails with a maximum size of 2-1/2 inches and a minimum size ~;4 inches or as specified bV a Licensed Elginear. This material s~all be placed to ~welve-inch minimum thickness between the end!re ,,~all and the cut or fill material. The bachfill material shall be ~laced in lifts to an elevation approxlmatel¥ six inches below the tc~:p of each course of rocks as theU are placed, until the uppermost rc:=zrse is placed. ~-,-~ lc,~) Filter Fabr~- Filter faD~ic sha" be reculred as ~.DWn on Standard plan 3-331, to reduce ~ranspcr~aticn of 'fines. ?-='sric s~a,ll be as specified b~r a Licensed Engineer See Saclion 2-1.4. ~-'D -o~] Lccatlc~: The location of ~c~ or s~ructur~i retalninc ,~al~s small not restrict drivers' sigh.7 ~is~ances, 2-20.13 Curd and Gutter: The standard curb an,/gutter section s:-.al! be Type "A-!" per StandarC Plan No. B-3C5. All new curd and j'~Iter shall be placed over net less than six inches of compacted ir~isneC surfaclng tco coarse placed o,zer a co:npacted s~D-grade, C':e mlrim'a:n acceptable compactlon snsil be 9~'% cff maximum denslt-j. 3zeal floras shall be used ~oT all tangent secI!cns. :=} used cn curved secti~Dns and cn curd returns. No new cllrb and II.:tteT is to be poured u~tii forms have been c~ecked and aDdroved ~.'r ilne, grade and compactlon by t~e City inspector. .]-~0.!4 SidewalKs: Sidewalks snal! be constructed per Standard Plan No. B-SO~. All sidewalks s~ail be placed over a minimum of three inches of crushed surfacing top coarse compacted to not less 3-6 ...a_ 95% of maximum density olaced on compacted sub- crade. _n cases, sub-grade and top of rock grade shall be approved by the ~!ty =~g~-ee- prior to concrete being oiaced. Generally score marks are to be placed on five-foot centers, but at the discretion of the inspector this may be changed to make a better match with the sur=ounding area. Expansion joints shall be placed to match those placed in curbs if new sidewalk is poured adjacent to curb and gut%at, in all other cases the maximum spacing on expansion joints shall be thirty feet. 3-20.15 DrivewayS: 3-20.15(I) Driveway aprons shall be constructed per Standard Plan i,io. B-307. The minimum thickness of the driveway apron shall be six inches, placed over a minimum of four inches of crushed ~urfaclng top coarse compacted to 95% maximum density over a cDmpac~ed sub-grade. in all cases, sub-grade and ~op of rock ~ra.de s~a.il be approved by the City Engineer prior Io concrete Doing D!aced. Driveway aprons over fifteen fee~ wide ~hall have expansion ~oint place~ in ~he center of the apron. 3-20.15(2) In location where a driveway! is to be censzruc~ed and sidewalk ~nd curd and Gutter is airead!z existing, i~ mus~ iDIally removed and replaced to driveway standards, The total curd ~=-j gutter secz!on shall be removed, either Dv saw cutting cr ~ne nearest expansion Soint, and replaced tc driveway sTandarls. ~-20.15(~A Ab___andcned Driveway_s_: The dTivewaU secllon sh~il /emDved and replaced wi~h a cur~ and gutter sectlcn. 3-Z0.16 Trench Excavation: Trench excavatlon under siiewalks or fladwa,/ shall COmD!V wl~~ all sections oj ~"~slon ? ~= 3ranUard Specificallons. All service and u~illtT lines shall be s~zcred, s~mpported and matn~alned during constructlcn. in ~ ~r~ -= damage, ~reaKa~ge zhe contractor slall De responsible ~or all claims w~irh · -~ey arise. Open ~renches shall ee clcse,~ ~s~ tee e?.d cf each ~crAing day. ~ =I~. 17 Trench Bac~fiil: Exca'.=ated maIerlal ma7 ~e used as french -~- ..... i~_ unless prowlcited 0¥ the Engineer. Under such Dro~ibition t~encn backfill snail be se_ec~ zater!a_ ccmpi¥lnq Section 9-03.9 (3~ of the Standard 5~eciflca~ic~s and shall be installed as pet appilcable sections of Division 7 cf the Standard c~=~-~fica~ions '~-!O !7('~ Comoac~lo~: CCmDaCIlC~ s~all be in --r~m~]-a~c~ w!~h ,zrnlicaDie sections o~ D1vislc17 of ~he Standard 5Declf!catLcns. 3-20.18 Patcninq: 'The edges of all street cuts must be free from _Dose or broken Diecos Drlor tr3 parching. See S~andar=i 'Plan 3-33~. 3-7 3-20.18(1) Cement ConcTeJ_~_~cin~2: Cement concrete oatches shall c~e installed as shown on Standard Plan No. B-333 and shall be given a heavy broom finish. Expansion 3oints shall be olaced as directed b'/the Engineer. 3-20.i8(2) Asohalt Concrete Patches: Asphalt concrete patches snail De installed as shown on Stanaard Plan No. 3-333 and edges sealed with SS-1 or AR 4000. 3-20.19 E_arthwoTk: Earthwork shall comply with applicable sections of Division 2 of the Standard Specifications. 3-20.20 Crushed__Surfacing: Crushed surfacing material shall c~mDiy with section 9-03.9[3) of the Standard Specifications and shall be installed as per applicable sections of Division 4 of the 5tanUarc Speclflcations. 3aiiasZ Standard Speclficatlon 9-0~.9(i ~houlder ~aiiast Crushed Surfacin~ (i Maintenance Roc~ ~-EO. 21 P~xement: Pavement materials and cons~ructlcn methods s.~-~.i! comply wltn applicaoie sections cf Di~;islon 5 ,Dr ~]:ecificaticns. 3-20.22 Storm ~;3inage ?acili~ies: 2-?0.23 Pio!nq: ~-20.~3~ i) P~R~2-g_ Reculremen~s: AiL pipes used s~-'s~e~ns a:3 c~lver~s and s~orm wa~er ~aclil~les shall ce constructed Df concrete, cast itch, duc~zle if'on, as~nal~ '~ca-ed ceur'i~a~ed sieel, corrugated aluminum, or PVC, as de~aiied Concrete Ductile lron Gal. asphair coate~ Corruga'te~ s~eel (Detention pipe only} Corrugatec a!umlnum 3-20.23~) Velocl~V P. ecuiremenzs: The ~n~nlmum velecp~" ?~T second, exceoz ~or pipe ins~aiie~ as "ecxailzers" or a ~irecZ Das~ of a de~entlon system. 3-20.23(3) Oil Se~_atlg~__~q]~jt~I~: Any closed storm Craln ~v~em coi!ec~ing runoff from paved areas in the public rign~-of-waV or private proper~y shall ~rovide ~or oll-seoara~ion 3-8 D_-ior to discharge to the main s.torm system in the public r ignt-o f -way. 3-20.23(4) Public _R_iEnt-pf-Way ReQuirements: No s~orm drain pipe oetween catch basins or manholes in the DUOlZC righ~-of-wa,Z shall De less ~han 12" diameter. 3-20 ( 5 ) p~'oris ~a~.~e_~__~g~e~.~Cc~: Debris barriers ( trash racks) may De required on culver~ inlets when, in the opinion of ~ne City Engineer, clrcums~ances warrant the elimina%ion cf miscellaneous flowing debris. 3-20.23 ( 6 ) Catch Basin,'Xa~h~.~_~,~.~X~_e~ents: A catch. Oasin or zannoie will be required a~ all changes in s~orm draln diameters and cb. anges in grace or a!ignmen~, 3-~0.23(?) Easement Reculremen~s: S~orm Grain biDeS installed e~semen~s snail oe constructed as near~y as possiOie ~n ~he cen~er o~ ~he easemen~ bu~ in no case shall t'ne pipe be wi~nln five fee~ o~ any s~ruc~ure or property line. 3-2~.24 Ca~cD_ Basins, inlets and Manholes: ~-~0. ~4 ( ! ) Spacing Recuiremen~s - Surface Dralnace: ~laximum ~Tacing on surface drainage courses oe~ween Inlets or catch baslr_s ~:.~ii De 3C0 fee~. 3-E~.24 2) SDacin~ ~.eouiTemen~s - }~Bln S~orm DrBln Lines: Maximum s~ ~cir. g on main storm drain lines between access s~uc~ures, une~f. er manholes or catch basins, small oe 4C0 fee~, ~-~ 24 3) Direc~ ~!~_~_~i~e =~c~-~e~-~: i~ cases where ii~--c~ into storm dra~ system is called ~cr a c~s..cl/ 7ill De requireC per StancarG Plan No. ~ -' ~. 24 q 4 ~ Catch Basin ReQuirements - Less t~.an 5.5 Fee%: fl'ilsh ~r~de, catc~ 0aslns maV be one of the failcwlnq: =- '~ ~ '~'A Catch Bas-~ ~v-e i-A iStandard PlaT. No B-33~ ~,.i i--~U, EI pLDe SiZe 1-2 D. 24: 4 ) B Catch Basin Type I-B ( SIandard P/an 21o 3-338 ,~EJCi--~ DiDe size 2--'2D.'2~(4~C Catch Bas2n ?.-pc ii (Standard Plan No. 3-327 maximum ;ipe size 3-29.24 ( 5 ) Catch Basin Reculrements - Greater than 5.5 Fee~: 0n storm drains wi~n Qeptns exceeclng 5.5 feet to Ine fl,aw _lne, jolnzng or inletring catch basins snail be selected from the _ ~owing: 3-9 3-~0.24(5)A Catch Basin Type il (Standard Plan No. B-337) max!-mum pipe slze is 3-20.24(5)B Manno!e Type i - 54" [Standard Plan No. B-338) maxi- mum pipe size 3-20.24(5)C Manhole Type I - 48" (StanCard Plan No. B-338) Maxi- mum pipe size 21". 3-20.24(6) Ladder Re=g_u_uirements. All Type II Catch Basins and all mannoles shall be equipped with ladders per Standard Plan No. B-339. 3-20.24(7) Mater~al Reauirements. 7-05.2, Materials (for man-no.as, of The StandarK Specifications for Road, Bridge and .'~unicipal Construction, shall apply, unless otherwise specified, to catch basins, curO inlets an~ manno!as. 3-20.24 ~) Frame and Grate Reauirements: 3-20.24 8]A Frame and grates shall be furnlsned and installed per Standard Plan Nos. B-340 and B-341. 3-20.24(813 in conditions where the effectiveness of a normal cr~e installation would ~e limited due To '~ch likelihood of c_oggmng, especiaii7 in sag vertical c~rves, when surface drainage end point, such as a cul-de-sac, and when the rcai irade is suc'n that normal inlet grates are passed over during m~dera~e s'.orms, a Tnrcugn-curo inie~ trame and grate ins,'.aiia=ic~ ,=~nail oe furnished and installed per StandarC ~ians Nos. 3-342 anG ,' ~ ~annole F. ecu'_rements Storm draln ,.--.an_~.oies snal' be equfpped with round 24'~ covers anQ frames oar S~andarc 3-3~4. Round llms cn all s:orm drain s:rucrures snail i~ave ~-2'?.25 E~{e~3nts, SeTaac.~s: 3-2'9.25~1] Ooen Channel 2eculremen:s. ~here open channel 2~nstrucTio~ Is 'ise<~ ~o handle drainage wl~i~ ~e s~Dject proper~~, a minimum flf~een-foo~ setbac~ will be orovlded Oatwean ~r~y s~ructures and t~e Top of the oan~ of the defined channel. ~-29 ~ CONSTRUCTiOn[ =~'~=~=N~S All ~rencn excavation pipe embedmerit, bac~f2illng ana streeI patching snail conform to CitV ~Tandarus as iistec oelcw: Trench Excavaticn: Section 3-2.16 Trench Back_~ill: Section 3-2.17 Patching Section 3-2.18 3-10 CITY DATE: 2-?-S9 FUNCTIONAL ROADWAY SH~,~ DRAWN BY: RBE 01~ APPROVED BY: CLASSIFICATION BREMERTON DwG. NO.: B-SO0 RUE NAME: B-300 ENGINEERING PLT. $C.: 1:1 DMSION R/w R/W //" ~~~:~ ~' ' -.-~ !:! SLOPE (MAX) 4' C~S B ~ '~ CRUSHED SURFAC~NG-TC~ ~ 80' ~R~NC;PAL ~' 60' COl ~ FCTCR 5' G~VEL ~ I ~' CGL~CTOR 22' MINOR 2~'+ PRINCIPAL ~TERI~ ALTERNATE ROADWAY SEST:ON 3' CL~S 9 ASPHALT ~ CRUSHED SUBF~C;~G ~ ~oc A--I CURB ~O GU~R- SEE S.P. ~-305 ~ .~P~LT TR~TE~ ~ CE~E~ CONC~ S1D~A~K- SEE S.P, 9-305 CITY DATE: 2-,'7,-89 ~ DRAWN ~: R~E ROADWAY SECTIONS-ARTERIALS SHE: O~ APPROVED BY: 1 OF 2 BREMERTON 0ws. NO.: ~-3m-~ FiLE NAME: ENGINEERING PLT. f'U: ~:~ DFv'ISION , (A) ' ---,--   SHOULDER WTDENING FOR GUARDRAIL 20' to 2~.' (2 lanes) R/W 30' to 36' (3 Lanes)(A) R/W 40' to 48' (4 Lanes) · 50' to 60' (5 Lanes) shoulder shoulder I J SHOULDER SECTION NO'rES: <A) SIDEWALKS ARE REQUIRED ON BOTH SIDES CIT'~7 DATE: 2-7-89 DRAWN BY: RBE ARTERIAL ROADWAY SHE~ OF APPROVED BY: SECTIONS BREMERTON OwG. NO.: s-3o~-2 2 OF 2 z FlUE NAME: ENGINEERING PLT. SC.: 1,1 DITISION R/%,/ R/,~/ G I I 1' MIN -.---. ~ ] 5' TO 8' MIN -..-- · , ;, , · ., , -.: :. L..., ..L~, ....~ . :-::. . _.=_ .~ .cTD. ~OAQ',"/AY SECTION ~ 3° CLASS ~ ASPHALT 3' CRUSHED SURFAC',NG 6' GRAVEL' ~ASE "'?' 50' SHORT ,=L~,T .ACCESS 5.~{E-_'Z'T (SEE S.P. '~ , ALTERNATE ROADWAY SEC",ON ' '2 S.P. =" 'cCAL ACCESS A Sc 5S' LOCAL ACCESS 3 (SEE S.P. 9-200) 3' CL. 9 ASPHALT 2" CRUSHED SURFAC;NG- TOP ~ :5' SHORT PLAT ,ACCESS STRE~ (SEE S.P. 8-300) COURSE 76' LOCAL ACCESS A (SEE S.P. 3-300) 4.' ASPHALT TREATED BASE (A,'F~) :~' LOCAL ACCESS 9 (SEE S.P. 8-300) (..~ T"PE A--t CURB & GbTFER-SEE S.P. B-305 ~ CEMENT CONCRF'i~ SIDEWALK-SEE S.P. i3-305 REV RBE 2-7-8,: CITY SATE: 2-7-89 'TYP. ROADWAY SECTION SHE~ DRAWN BY: RBE Ol~ APPROVES BY: LOCAL ACCESS STREET BRE~IERTON ows. NO.: B-302-~ 1 OF 2 ENGINEERING .~:. sc.: ~:~ R/W R ,'W 2' ---- """' SHOULDER WIDENING 4'8" --""' """' FOR GUARDRAIL ~':~'5'-8' i L..- 6'-- 6'-~, 20' to 22' · i '. 32' to 34' ' -- 5'-8' SHOULDER SECTION 1. SE2E'h'ALKS ARE REQUIRED ON BOTH SIDES. 2. SHOULDER PA'v'tNG IS CP":ONAL CIT'Y' DATE: 2-7-89 Z DRAWN BY:RBE TYPICAL ROADWAY SECTION SHE-:' OF AP=ROVED BY: LOCAL ACCESS STREETS BREMERTON awe. NO.:B-302-2 2 OF 2 2 FILE NAME: ENGINEERING PLT. SO.: 1:1 D~'ISION R/W R/W CL ~ L 6' GRAVEL BASE  ~ 2' CRUSHED SURFACING ~--2" CL. '9' ASPI-L~d_T V SECTION R/w -T)LT UP CURBING / O.O2:l !- 2' CRUSHED SURFACING CROSS FALL SECTION  CITY DATE: 2-7-S9 / DRAWN BY: rbe TYPICAL ALLEY SliEr OF APPROVED BY: SECTION BREMERTON awG. NO.: S-SOS FILE NAME: o ENGINEERING PUT. SC.: 1:1 .s.,.,,. DMSION ROW 9. ROW 25' 25' j-- 5's" ~9' l~' 8' -, ~ 6" A--l) LANE I .......,.. '~-¢" CL B ASPHALTIC; C;ONG 4." PORTLAND C.E:~M~E CONCRETE SIDEWALK (EXCE, T i~' AT DRIVEWAYS) '----4" CRUSHED SURFACING OR SAND ROADWAY SECTION INDUSTRIAL STREET CI~/' DATE: 3-14--89 SHE~,I~ ~w. ~:.aE ROADWAY SECTION OF APPROVED ~: BREMERTON DWG. NO.: S-30~ ~ ~e INDUSTRIAL ST~E~ ENGINEERING ~LT. SC.: D~SION SOUTH &:WEST 2' NORTH &:.-EAST ,," ..".;CTE: DIMENSIONS VARY WITH RIGHT OF WAY WIDTH  CITY DATE: 9/'~, e/SS PREFERRED SHE~,-' DRAWN SY: RnE ,,~. -,. OF APPROVED SY: UT1LIW LOCATIONS [2 ~ BREMERTON DwS. ~o.: e-3o~-~ ENGINEERING ~7. sc.: ~:~ DIVISION DUMMY G~OOVES-'I/,""'~EEP I ,o. o.G.---] 3/16' x 0UMMY JOINTS " 30' O,C. , (AT G;JR~I 3/4' x 4' EXPANSION JO~NT'~ AT 30' O.C. /~ 6' CURB FACE 3/8' X 12' EXPANSON JOINT T"fPE 'A' 'H;CKENED EDGE FOR S~DLrWALK '~ '~ ~'-5' / -.,~.' . -.; ,=,..,', =.' . -o:'~' ' : ~'.it 4.~7tr1.125. i ' = ' =' ~": '*: I~ 1 '-6' 2'-q' ,/ L_ TYP~ A-1 CURB AND GLr~ SECTION B-E) j01:F"'S THRU ,e.,, 0UMMY JOIN"S S.HA~J. BE AS SHOWN ABC%.Z. THRU NOTE;ALL LI~,LjTY OOL.~S. Ju~'TER BOXES. jOINTS SHALL ALSO -=E =t. ACED !N THE SiDL'WALK SEC'T~ON '.N SID~WAL;< ARE. AS Si-~ HA',.'~ 3/'g' AT DR~/~/AY &: ALLEY RETbRNS AS SHOWN ON SP B-307. JOINT ~L~,TERLa, L (~JLL ;E-'-i..~) PLACED ALL JOINTS SHAi. L BE CLE~d'~ ~ EDGED WFTH AN EDGER HAVING AROUND THE.U ~EFORE PLAC;NG CONCRETE. A 1/4' RADIUS. JG',~ SHALL BE FLUSH 'fiFTH THE FINISHING SURFACE. ""CE 'A' THICKENED EDGE SHALL BE CDNb,r~UC'r.J ONLY BE'RVEEN POINTS OF CURVATURE OF THE CURB.  CI~""~ DATE: 2-7-89 / O~ DRAWN BY: RBE SIDEWALK TYPE-8 SHEE' ~ 01' CURE) &GLITTER APPROVED BY: ~ BREMERTON DwC, NO.: B-305 TYPE A-1  FILE NAME: B-305 ENGINEERING PLT. SC.: 1:120 · D1TISION DIMENSIONS OF DRIVEWAY OR GRADE OF REAR PORTION AND OF SIDEWALK ~,DJACENT MAY BE MODIFIED IF DIRECTED BY CITY ) ENGINEER, TO FIT ADJACENT FACI LITI ES -~ " EXPANSION JOINTS AT ANY EXIST. CONC. PVT. REPLACE SIDEWALK TO EXISTING JOINTS IF ,4 ::' "' DESIRED CUF~8 MAY BE POURED INTEGRALLY WITH THE GUTTER OR WITH TH~ ORIVEWAY FOP ~LLEY RETURN THIS DIMENSION TO BE 4'-6': REMAINDER AS FOR DRmvEWAY GENERAL NOTES -- DRIVEWAY SEC,'RON: 6" THFCKNESS -- 8ASE: 4: MIN. OF 5/E' MINUS CRUSHED STONE SURFACE UNLESS OTHERWISE ~.PPROVED BY THE C~TY ENGINEER -- dO;NTS: WHERE DRIVE'NAY EXCEEDS 16' WIDTH, A 3./I~' X 1/2" DUMMY dOIl'~' SHALL BE PLAC~D LONGITUDINALLY ALONG CL. CLEAN AND EDGE ALL dO1NTS. TRAVERSE DRIVEWAY JOINTS AS SHOWN OR AS DIRECTED 9Y THE ENGrNEER. -- MATERiALS AND INSTALLATION SHALL ME_=")- WSDOT STANDARDS. CITY DATE: 9-7-SS CEMENT CONCRETE DRAWN BY: RBE O~' APPROVED SY: DRIVEWAY BB:E~IF:I~TON DwS. NO.: 9-307 TYPE 'C' FILE NAME: ENGZN:E:EI~:[NG PLT. SC.: 1:1 DIVlSION R.O.W. UNE FACE OF CURB BACKOF SIDEWAL.~F..._,A ~.',, ~ VARIES 32' TO SEE S.P. 300, 301,502 /2/~'/ i '~ 8 VARIES 43' TO 59'+ SEE 5.P. 300. 301, 302 C VARIES 50' TO 8-.q'+ / / SEE S.P. 300, 301, 302 D 4.0' MIN LOCAL ACCESS l,kX'k STREETS ~ Y , E 45.5 MIN. LOCAL ACCESS ~ > //~// 50' MIN. LOCAL ACCESS G -~/,'/// ~ CURB FACE RADIUS TO 8E SAME AS RADIUS D C A / / '\\ ,~~  CITY DATE: 8-8-B9 BRAWN BY: ~SE TYPICAL SHE: ,, OF AF'PROVED BY: CUL--DE-SAC BREMERTON aws. No.: ~-soe-i FILE NAME: , ENGINEERING P,j. sc.: ~' DIVISION "\ ) 20' MZN ]~' r~dius HAMMERHEAD TYPE 15'R 20' ~IIN 24' MIN ~ 4.0' MIN ~  CIT"~Iz' DATE: a-e-a9 DRAWN BY: RIlE TEMPORARY SHE~: ,~ OF APPROvED ',~ BggMggTON DWG. NO.: ~-309 TURNAROUNDS FILE ~ D[YIS]0N DESIGN A '>'x,,,~/~ 1/2'" CROSSwALK SINGLE DIAGONAL RAMP '~ RAMP TEXTURE DETAIL DESIGN B PAIRED RAMP WITH FLARED S~DES RAMP TEXTURE -- (SEE DETAIL &NOTE) I/2' MAX. VERT. CHANGE ,',~ OT E: RAM~ TEXT, U,R~NG TO BE DONE WITH E'XPAND~cD METAL GRATE PLACED AND REMOVED FROM WE" CO~';CRET, E TO ',-:_~,','E A DIAMOND ,oATTERN AS SHOWN. THE LONG AXIS OF THE DIAMOND PA,"?E~N SHALL BE TO 'hE CURE3. GROOVES SHALL BE 1/8" OEEP AND 1/'4" WIDE. CUR3 3UT ALTERNATE, DESZGN A OR B SHALL BE SPECIRED [N THE CONTRACT .PLANS OR S.PECIAL PROVISIONS. CURB P, AMP SHALL NOT B~ POURED INTEGRAL WITH S~DE'/v'ALK OR PAVEMEN'T AND SHALL EDE :SOL~TED ~Y rj<.PA.'~S;C,N jOINT MATERIAL ON ALL SIDES, BUT NOT AT "ND OF RAMP ADJACENT, TO ROADWAY RAVEME:.'T. INL:..':'S SHALL t3E SO LOCATED THAT RUNOFF DOES NOT FLOW .PAST THE CURB  CZ"i'~ DATE: 9-19-88 BARRIER FREE SH~.' DRAWN BY: RBE C~ O~ AP.PROVED BY: CURB CUT "" BR~,,~EI:?,TOI"q' DWG. NO.: B-310 FILE NAME: ~,. ENGINEERING PLT, SO.: '~:I DMSION - ASPHALT CD.t-'NT , MONUME:qT FRAME --~ CONCRETE PJ;v'EME,NT , CONCRETE '/""""""'" ........... v.v...v:v:':':-:':-:':':*:"-:" ................. i / / ./ / f i u. SCL*RSE V RORTL~;S CEM?;T CONCRE"E POURED -/,. ,< ,Zd'/('?"~ jr .-"', ,~ ,/'.' /To u ~.~ a. ;STU .=. a / , ,. , ,,' , j CITY OA~: 7-7-as MONUMENT SHE.~._' Dt:~kWN BY: RBE or ASP~OVEa SY: INSTALLATION BREMERTON OWG. NO.: 8-312 FILE NAME: B-312 ENGINEERING PLT. SC.: ~:~ DB~ISION /~4 cYuNDR~cAL CEMENT SRONTZE PLUG MARKER ~ 2" ~ CONCRETE CASTING ~ F .o833- .5' ,mr .' F 7.75' MIN DIA g.75' - 8' S:j~ raIN. - ~.25' · 10.25' ;D1A MIN. .. CITY D~,"~: 2-8-89 DRAWN SY: R8E PRECASTCONCRETE SHE~ OF APPROVED BY: MONUMENT BREMERTON ows. NO.: S-s~s F~k[ NAME: B--S~3 ENGINEERING ~7. sc.: ~:~ D~ISION .5' 10.25' 1.25' ! TOP VIEW-FRAME & COVER ;r 6'" : .5-- j ,- .5 :: I " '- 2.75' t ,,T ,,;:! " o- :i -~' r, '-.5 \,, · g'f~'*'~" 1/4" 5 × ! - 3E 3/16" CHAIN. 15" LONG BOTTOM VIEW OF COVER SECTION-FRAME &:COVER CgNFORMS TO APWA PLAN ~ l g ,! '/~ CITY DATE: 7-7-a8 DR~,WN BY: RBE MONUMENT FRAME ,/-~- 0~' AP~ROVED BY: & COVER ~ N~E: 5-314 gNGINgZR[NG PLT. SO.; !:1 D~SION U AvE SIGN: SHE-_':' ALUMINUM, 0.080 GAUGE SIZED AS NEEDED WITH ROUNDED CORNERS. BACKGROUND GREEN, REFLECTIVE 3M "SCOTCHLiTE SHE:'T']NG" L:. i ERS ..~,,-,_ ACCESS INTERSECTION-4" UCB SERIES WiTH 2" UC C SERIES ~RTERiAL iNTERSECTION-6"UC B SERIES ',vrTH 3" UC C SERIES ! I E' "' 7' rain ., ;','-d2'r TYP. SIGN POST INSTALLATION TYPICAL INSTALLATION POST-2-1/2" O.D. GALV. 10--.1/2' TO 12' LONG  CITY DATE: 7-8-88 ~ DRAWN BY: RBE STREET NAMES SHEET OF APPROVED BY: SIGN ' DETAILS BRE~fERTON DWG. NO.: B-323 ' FILE ,NAME: B-325 ENGINEERING PLT. SC.: 1:! DIVISION 2' STEEL PIPE R. ,[GS wE:_DED JOhNTS GAC¢. IN CONFORMANCE TO SECT. ,3.2.12.2. UBC 1711 ,' gAii ~R 6 (::3 Q -- 1' MIN SAF,rTY RAIL SECTION -hi ! "'~ ,', _' 4 I' MIFJ"-"~ "'- QUARRY SPALL~ SAFETY' RAIL INSTALLATION DETAIL ) (..) CITY SATE: 2-a-89 / o~: DRAWN BY: RBE SAFETY RAIL SHE'_'T ~ OF , APPROVED BY: : BREMEgTON DwG. NO.: 8-331 FP..E NAME: 5--331 ENGINEERING PUT. SC.: 1:1 """'~"'~'~' DIVISION iSEALANT (SS-1 OR AR 4000) i PERMANENT ASPHALT CONCRETE PAVEMENT PATCH 3" M~N. ASPHALT CONCRETE - CLASS ~ i F"' EX~S,'Rr,'G ASPHALT CONCRETE ~ \ SURFACE EX. """ l ..,,~_ MAT ! .';~ !:, ').:, :-. ~-,. :-.-: .,-, -:':-:.~C,;,2~:p~z'........,.,..........,.+,......-...+........,..,.,, ,,, ,~'~:::7'---'j:~-,;;,~.~::.:,:,:.:.:.:.:.:.:.:....:...-.....-.........-. :;~":~';':'\"'~::\':::::::::::::::::::::::::":':':""':':':':':" F COMPACTED TRENCH BACK.-".L_ ' COMPACTED SELECT M,:,,TERZAL ; ~ CITY DATE: 9/~3/SS ~P, AWN BY: R~E PERMANENT ASPHALT CONCRETE SHE-_' //~ 01/2 APPROVED ~Y: PAVEMENT PATCH ,' BREMERTON OWS. NO.: B-333 '?, ENGINEERING FILE NAME: ~'¢' D~*ISION PLT. SC.: -,, fRAME AND GRATE 6" RISER SECTtON USED FOR SHORT AOJUSTM(NT 2 X 4 X S SOLID BRIC3( CAN BE USED FOR FINAL ADJUSTMENT A MAXIMUM LIFT OF !2= RISER SECTION F~RECAST BASE ,S~ECTIO~ 4 WAY 18" KNOC}(OUTS ~IPE SIZE AND PIPE ENTRANCE TO E5 LIMITED BY FRAME AND GRATE USED FOR SHO~ ADJUSTMENT 2 X 4 X 8 SOLID BRICK CAN BE USED FOR FINAL ADJUSTMENT A MAXIMUM LIFT OF 6= E" REDUCING T~ S~B 4 WAY 24" KNOCKOUTS PIPE SIZE AND PfPE ENTRANCE ANGLE TO BE LIMITED BY KNOCK~T$, ~'~ CIT~ DATE: 3-13-89 DP,,wN ~'= R.~ CATCH BASIN OF APPROVED ~: 9BS~ZgTON DwG..0.: S-336 ~P E 1 - ~ ~NGIN~E~ING PLT. " D~SION CIT'~' DATE: 3-14-89 D~WN ~: RBE CATCH BASIN O~ ~PROVED ~: BREMERTON DWG. NO.: a-ss7 ~PE II R~ ~E: ENGINEERING PLT. SC.: D~SION FRAME AND GRATIr.- SEE S.P. 34-4. ADJUSTMENT SECTIONS ' ECCENTRIC PRECAST CONE ),4ANHOLE STEPS SEE S.P. 339 PRECAST SECTON ' ' ·t, RUBBER GASKET JOINTS ONLY CONS'7~UCT CHANNEL SHELF MAX P~PE SIZE 21" ON 48' MH OR 36" ON 54' MH---MAX PiPE SIZE MAY BE UMITED BY PiPE CONFIGURATION CITY DATE: 9/20/88 DRAWN BY: RBE MANHOLE TYPE I SHEE' O12 APPROVED BY: 1 BRENIERTON DwC. NO.: B-338 FILE NAME: ENGINEERING PLT. Di'v'ISION f' DIA. GALV. REE]AR _ _J_ F----- MANHOLE STEP 3" ~- LADDER TO HANG FROM MH STEP 12" --I ~ ~ 7 GALV SMOOTH S'TE-_"~. MAX]MUM t' 12" I .. I ' FABRICATED LADDER ' - CIT'~.r DATE: 9/20/88 DRAWN BY: RBE MANHOLE AND CATCH BASIN SHEET, OF APPROVED BY: BREMERTON DwG. NO.: a-ssg STEPS AND LADDER RLE NAME: ENGINEERING PLT. SC.: DFFISION ') A A t'I' '1 = 22.5" - · 24." " = 24-.25" :' 26" ' 5.L~~z~d~Z .8767" 29.25" 1" L SECTION A-A --.....-- 24-" SECTInN :B-t} CITY D~AwN OF ~PRO~D BREM~RTON Dw~. NO.: ENG~EERING PLT. SC.: D~SION "' Concrete Curb / Frame and Grate  1/2' BELOW EX. PAVEMENT I ~~ Catch Basin CITY o~,TE: 9/2~/8B s~w..v:.eE FRAME AND GRATE OF ~PROVED BY: BBEMESTON owe..o.: ~-~+, INSTALLATION R~ ~E: ENGINEERING PLT. sc.: D~SION Curb & Gutter Construction Joint Normal Pavement Grade PLAN  Frame & Gn3te C/~~Tnc. Curbing ~ood / Po,~eme.t SECTION A-A Conc. Curb · Gutter Construction Joints Hood --~ Normal Grade ::z....-:!..f.?.::...,..:'.. · . . .,j, :Z:.~ '- ......... · . ,'.. : :, - Catch Baein .~- SECTION B-B  CITY OATE: 9/21/88 OP, AWN BY: aBE THRU CURB INLET SHEET 01~ APPROVED BY: I BI~I~IEI%TON DwG. NO.: B-3~2 RLE NAME: ENGINEERING PLT. SC.: DITISION SECTION B-B !--o ! ! PLAN I 26' PLAN 4.' HOOD SECTION A-A --B _-i_t FOR 3/,r BOLT. WASHER ~ N~ --a ~ SECTION C-C P~N FRAME D~WN ~: RBE SHE~ O~ ~PRO~O ~: THRU CURB F~ME ~R~g~TON Dw~. NO.: B-3~ AND G~TE D~AILS ENGINEERING P~T. SC.: D~SION 1' HOLE FOR BOLTS- 3 EA AT 120 DEG. A A t 3' L~'i'i~_~tS PLAN PLAN MH RING MH COVER · 26.37~' ' 25.25' ,-- ! 33.75° SECTION B-B SECTION A-A ~ ~ CITY DATE: 9/20/88 · DRAWN BY: RBE MANHOLE SHE-_' 01~ APPROVED BY: Bt~lqI, Mgl~TON DwO. riO.: B-S~ FRAME AND LID FILE NAME: 1 ENGINEERING PLT. SC.: DIlriSION "') NON-LOCKING FRAME AND GRATE q ,~ //////// STD. C.B. STAIRS ' ~/-- 1= DIA. VENT HOLE ~ ~ 18" MIN. FLOW ~ FLOW REMOVA_~LE END CAP -, r' 1' MIN. ~%ITH GASKET ~ ~, ; : TYPE H C.R. "~,'Ti ] I, I OPEN ', 2' MIN. CITY DATE: 9/'~ s/Be ~ DRAWN BY: RBE OIL SEPARATOR SHEET OF APPROVED BY: BREI~IERTON DwG. NO,: s-34s ~ gNGIN~ING PLT. SC.: ~:~ D~ISION