The URL can be used to link to this page

Home My WebLink AboutR-377611GENERAL NOTES: 1. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH PERMIT CONDITIONS, THE KING COUNTY CODE (KCC). ROAD STANDARDS (KCRS), WASHINGTON STATE DOT (WSOOT) STANDARD SPECIFICATIONS AND THE CONDITIONS OF PREUMINARY APPROVAL N SH4LL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CARL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SNAIL BE AT NO ADDITIONAL COST OR LA&UTY TO KING COUNTY 2 THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE KING COUNTY DEPARTNOWI OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (ODES) ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS ANY HAVE BEEN OVERLOOKED OR MISSED BY THE DOES PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS S NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY KING COUNTY PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G . DOMESTC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.) 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTKON MEETING MUST BE HELD BETWEEN THE DOES S LAND USE INSPECTION SECNOU, THE APPLICANT, AND THE APPLICANTS CONSTRUCTION RFPRESENIATNE 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. OR40ING ACTMTIES (SITE ALTERATION) ARE LIMITED 70 THE HOURS OF 7 AM 70 7 P.M. MONDAY THROUGH SATURDAY AND 10 AM. TO 5 P.Y. ON SUNDAY, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE REVIEWING AGENCY. 7. IT SHALL BE THE APPLIGwT$ /C010RACTORS RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INIT14TING OFF -SITE WORK EASEMENTS REQUIRE RENEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALIA17ONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT HE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE DDESS LOUD USE INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTON. �S. R/W LINE �? EDGE OF PAVEMENT PORTION OF THE NE 1/4 OF SECTION 6, TWP, 22 N., RGE 5E, W.M. KING COUNTY, WAShTVGTON 14 BARS B 6- CENTERS 60TFOEI FACE WITH FA 9. r• u ". cavER NOTES: CFwxT CdK R. Tm. 1. PROPRIETARY CATCH BASIN HANDHOLDS AND STEPS ARE SEE SEC. 2.08. r ACCEPTABLE PROVIDED THAT THEY CONFORM SEC. R, ISLAND COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAYS ID RIGHT -OF -WAY THAT MAY INTERRUPT ASIA C478, AASNTO M -199 AND MEET ALL WISHA IS (IF REQUIRED) 2. REQUIREMENTS. \ za' 2. CATCH WIN STEP /HANDHOLD LEGS SHAD. BE PARALLEL OR DWG. NO. 1 -006. i� APPROXIMATELY RADIAL AT THE OPTION OF THE J. ISLAND AT CENTER OF BULB SHALL HAVE VERTICAL CURB. SEE DWG. NO. 3 -002. MANUFACTURER, EXCEPT THAT ALL STEPS IN ANY CATCH DENSITY, STAN" PROCTOR. AAO BUTLER SEF BASIN SHALL BE SIMILAR. PENETRATION OF OUTER WALL BY DRAINAGE FACILITIES, PREFERABLY AT THE PRECONSIRCRON MEETING. ae-. sr• a so' roP suB� A LEG IS PROHIBITED. FA 9. DATUM SEAL BE KCAS UNLESS OTHERWISE APPROVED BY DOES. NOTES: CFwxT CdK PROTECTIVE EQUIPMENT, FUGGERS AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH 1. SEE SEC. 2.08. 10. DEW47EMMG SYSTEM (UNDERORNN) CONSTRUCTION SHALL BE WITHIN A RIGHT -OF -WAY OR APPROPRIATE OERaASN£ WIANW W IIPG SIM F-A4C5E COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAYS ID RIGHT -OF -WAY THAT MAY INTERRUPT A L W F 1^ 0 MW94GE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL UNDERORAIN SYSTEMS MUST BE 2. EXTRUDED CURB IS ALSO ACCEPTABLE FOR OUTER EDGE AS ALTERNATIVE TO SHOULDER AND DITCH. SL � COMB •W) CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATIONS. GUl1IX ^SEE NOBS 4 6 6 DWG. NO. 1 -006. 11. ALL UTILITY TRENCHES AND RBIDWAY SUBGRADE SHALL BE 54CKFLLLED AND COMPACTED TO 95 PERCENT J. ISLAND AT CENTER OF BULB SHALL HAVE VERTICAL CURB. SEE DWG. NO. 3 -002. 1. DENSITY, STAN" PROCTOR. AAO BUTLER SEF DRAINAGE FACILITIES, PREFERABLY AT THE PRECONSIRCRON MEETING. CURB RVM 4. ISLAND IS MANDATORY WHEN RADIUS OF PAVED AREA EXCEEDS 40•. 12. OPEN CUTTING OF EJOSTMG ROADWAYS FOR NON - FRANCHISED UTILITY OR STORM WORK IS NOT ALLOWED WITH WSDO7 SPECIFICATIONS THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM. THE UNLESS SPECIFICALLY APPROVED BY ODES AND NOTED ON THESE APPROVED PLANS ANY OPEN CUT SHALL 5. SEE SEC 2.08 FOR CUL -DE -SAC LENGTH EXCEPTION. THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. BE RESTORED IN ACCORDANCE WITH KCRS. 3. STEEL PIPE %ALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT /1 OR BETTER INSIDE AND 0T M. A aRe _ 6. SEE SECS. 2.03, 2.08, AND 2.09 FOR RICHT -OF -WAY REDUCTION REQUIREMENTS 13. THE CONTRACTOR -WALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS. SAFETY DEVICES, VIR//Lf CFwxT CdK PROTECTIVE EQUIPMENT, FUGGERS AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH PEIIEnPWI CIMB RIYP SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK W R STaWNN OERaASN£ WIANW W IIPG SIM F-A4C5E COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAYS ID RIGHT -OF -WAY THAT MAY INTERRUPT A L W F 1^ 0 C� NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FUGGER FOR EACH LANE OF TRAFFIC AFFECTED. B � COMB •W) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCO) SHALL APPLY WORK IN RIGHT -OF -WAY IS NOT GUl1IX ^SEE NOBS 4 6 6 AUTHORIZED UNTIL A TRAFFIC CONTROL PLAN IS APPROVED BY KING COUNTY. (Z CUL-DE-SACS DRAINAGE NOTES: Cll NTS KCRS 1 -007 1. PROOF OF LABILITY INSURANCE SHALL BE SUBMITTED TO ODES PRIOR TO THE CONSWCIGN OF THE AAO BUTLER SEF DRAINAGE FACILITIES, PREFERABLY AT THE PRECONSIRCRON MEETING. CURB RVM 2. ALL PIPE AND APPURTENANCES SHALL BE WD ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDO7 SPECIFICATIONS THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM. THE TOP OF THE FOUNDATION MATERIAL. AND ANY REWIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 3. STEEL PIPE %ALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT /1 OR BETTER INSIDE AND 0T M. A aRe _ OUTSIDE Sg a4-- 3 /B• IXPNISION IpN! IM.). ^ 3/6' EXPRIS'GV JgNT STPNOi� °U'Y 4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOC47FO WITHIN A TRAVELED Pu4N H -JD 10 LANDING ROADWAY OR SIDEWALK, SNAIL AUK SOLID LOCKING LOS ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT REIEMION/DETENIKKN FACILITY SDALL H4VE SOLD LOCKING LDS slawax o/ \a B CUL" ANO GUTTER 5. ALL CATCH MP N CRATES SHALL CONFORM TO KCRS, WHICH INCLUDES THE STAMPING OE DRAT 70 0 SYSTEM, DUMP NO POLLUTANTS" AND PROPERTY OF KING COUNTY, EXCEPT THAT PRIVATE DRAINAGE ^` SYSTEMS SHEL NOT HAVE THE WORDS PROPERTY OF KING COUNTY: 4' - 6. ALL DRIVEWAY CULVERTS LOCATED WITHIN KING COUNTY RIGHT -OF -WAY SHALL BE OF SUFFICIENT LENGTH cf HATS TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH FAGS OF OW CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPE KCRS. 7. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED , MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF 1 FOOT, AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8%405 -701 PASSING,' Y- 4" ROCK /301 -401 PASSING, AND -2' ROCK /10T -20Z PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS. 8. DRAINAGE OUTLETS (STUB -OUTS) %14LL BE PROVIDED FOR EACH IN&VIDEAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY KING COUNTY. STUB -OUTS STALL CONFORM TO ME FOLLOWING A EACH GUDET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERWCE ALL FUTURE ROOF DOWNSPOUTS AND F007ING DRAINS DRIVEWAYS. YARD DRAINS AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOIS SUITABLE FOR THOR INTENDED USE EACH OUHET SHALL HAVE FREE - FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER COM•ET'ANCE SYSTEM OR TO AN APPROVED DUVALL LOCATION yBn,aU B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4' SAKE MARKED STORM' OR DRAIN' THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL., BE VISIBLE, AND BE SECURED TO C THE STAKE C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS AND, IF NON- METAWC, THE PIPE SHAL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS E THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORLXN47ING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT 70 THE U71LMES (EC POWER, G4S, TELEPHONE TELEVISION). BLIP OEIECTALE£ WM"RF SURFACE ^ SEE STATOR" PLW F -4510 CROAWAIX OEPRE4E0 CURB a afRIN 0 TYPE PARALLEL A SEE NOR 7 Cab EaNOE eMBVr F. ALL INDMDU4L STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. PARC LLTACONCRETEMIT - 9. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING THE EX1STING DUFF LAYER SHALL BE STAGED AND REDISIROU'TED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 10. SEASONAL CLEARING IS LIMITED BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE REVIEWING AGENCY. 11. IMPROVEMENTS AND /OR BUILDINGS SIRE NOT BE INSTALLED UNTIL DRAINAGE FACILITIES ARE IN OPERATION (KCC 9.04) 12 ONLY VARIED GRATES SFWLL BE USED ON CATCH BASINS WITHIN THE ROAD FIAWLINE STRUCTLRAL NOTES: 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE RENEW AND APPROVAL BY ODES PRIOR TO CONSTRUCTION (KCC 16.04. 16.70, 14.20). 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS ALL ROCKERIES IN COUNTY ROAD RWD- -F -WAY 414L BE CONSTRUCTED IN ACCORDANCE WITH KCRS ROCKERIES OUTSIDE OF ROAD ROR- -F -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INIERHATIONV. BUILDING CODE Know. whos below. Call before you dig. UTI L I T I' C O NFL I CT NO T E CAUTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL IXISTTNG UTILITIES WHETHER SHOWN ON THESE PL N$ OR NOT, BY POTHOLING ME U17UTIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR 70 CONSTRUCTION THIS SHALL INCLUDE CALLING UTILITY LOG47E O 1- 800- 424 -5555 POINOUNG ALL OF THE IXIS77NC UTILITIES AT LOC47ONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SFA1 CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PROR CONSULT TO PROCEEDING WITH CONSTRUCTION. a 2.O.T ANY. RAMP %^ SECTION O J. HANDHOLDS AND STEPS SHALL HAVE 'DROP" RUNGS AS SHOWN ON DETAIL OR PROTUBERANCES TO PREVENT SIDEWAYS SUP. 15 BARS o 6- COBERS 4. SLAB OPENING MAY BE 24" X 20" OR 24" DAM, BOROY FACE 111111 1 0%V? 5. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER iTPIOU a9EMATiON FOOT MAY BE USED WELDED WIRE FABRIC SHALL COMPLY TO FOR amFSS M" srEPS ASM A497. 6. LADDERS OR STEPS SHALL EXTEND TO WITHIN 16' OF BOTTOM OF CATCH WIN. 11 MIN. 12' MIN. 1 T- 7. HANGING UDDERS SHALL BE PERMANENTLY FASTENED AT 20' -1 I TOP BY HANGING ON STEP OR BY BOLYNC OR EMBEDDING IN CONCRETE EACH SHALL BE EMBEDDED AT BOTTOM IN m IJ ll n s _ z 845E • fY& 8 B DEEP OR UNUSUAL STRUCTURES. Y BE REQUIRED IN VERY JY TCP STAB GTLH Hl9N STEP AML STEPS a RIRM.S /B m D MIJVI Rcaw OR Ca°anER PR(.WApIE 12' W. YIN. R =314• 12' YW. I I 1n 18 V. OINP RUNG OEi01B1ED GTCN w9N STEP REBM 5' 24' S' 16 OWES 0 )' CENTERS L� i- 17 GkV BOTTO NTH M FACE WITH 1' uBF. cDeER =L .r JLr cTUNANCr S1E3E REFOR a Iyy�CATCHBASINDETAILS 96' UE ° i1lw i C11 NIS KCRS 2 -006 cmFr cro4smR PEOESFRNx ae® ^ SF£ NOTE 9 CUED RAW all" a CU TFB J CURB BLIP))� SEE 0' MN POM FACE OF CflOSSWNK 0 TYPE PARALLEL B ' M SEE NOR 7 '-'Si EE NOTE GINOE H -\ SIOEWNX -A CURB RAMP ^� P 0.05 FT/F/ 2 4 NOR: TOP OF UP AT aNYEWAM 7 CURB DETAIL C1I TITS KCRS 3 -002 ISOMETRIC VIEW TYPE PARALLEL A PAY LIMIT ENPANSION JOINT COIEM CONCRETE 40E MDR 3' R w" �e' IXPMSAaN Jan (m.) - STU"ARD PUN F -10.10 SECTION O r4f'�\ PARALLEL CURBRAMP C,'INOT TO SCALE WDOT STD DETAIL F- 40.12 -02 RO PLAN FF -4S/0 ^ �,, aIr" a aFTTEx JG(:IIWRI A 1 LEGEND - SLWE IN EITHER DIRECTOR Lima d o PIAA'TING STRIP \ �\ V DUMeR dolNr � g aAw JuxT \ 114• Y GROOVE 114' Y GR00.E FXFWIACW KMIT EXPANS"N JOINT -- I)UWIY JOM aM11Y Ja'M gAYY JOM ROLLED CURB & SIDEWALK a IlI1L Is' c� VERTICAL CURB & SIDEWALK ALOW Cum 1 14' Y GROJYE B 1A A O WX SFCi T � I n EXPANSION Jaur e \ SELTIONA -A NOTE: 1. SEE SEC. 3.04 FOR JOINT REQUIREMENTS. 2. FOR INTEGRAL POUR CONSTUCTION, 114" EDGED GROOVE MAY REPLACE EXPANSION JOINT AT INTERFACE BETWEEN CURB AND ADJACENT SIDEWALK. RMS� ' F O]MRTE a RYi VIR//Lf CFwxT CdK LANDING PEIIEnPWI CIMB RIYP ^SEE NY W R STaWNN OERaASN£ WIANW W IIPG SIM F-A4C5E A L W F 1^ 0 C� MY IYF 11I B � COMB •W) • GUl1IX ^SEE NOBS 4 6 6 BU suRuz %A45^ CNIENT a IT AAO BUTLER SEF �aTM aMB a CURER ^ SECTION O SEE TIDIES 4 e 6 PVN MEW TYPE COMBINATION WRX BIhFER OEIECFABTE WNBIF 4'- o' YW. 15' - 0' MAC SfE nANOA� �`' SE£ CpRRNT TINS SFE NOTE > GRABE �� EMAOE L zas we DELI aaATRB EA9°E an TOP w AoNWY CURB RAMP 4' - 0'MW. sEE cartRACr TANS croxrRnn NAHS BaiFR TOP a' SMq RONWY zos wX CEMBFF CaICPflE CU" A40 � SECRON O CURER -S4&6 SE£ TIDIE %MI F -3110 LVIM' J/B• n E W YWF" STET `4 1• AM5 WBIF SL'EWYX - O•V Y R VO.W flN! i -.A110 • • IR(W, N2flt SN. FIA11 i -ASIO STi AOIE B n Y n Pffi1wY a1" 1J7 B 0 _ R TAIII 9Y NlAE ypYyN _ RAILS WY L -II • ! SEEWR6 19RN' 1•_ Ra�icr nw � o sr0E1�nMna® N.w iSeR4a o � o .ui°E'�mrnum�°'na i�as'o Lu" a GiRIW a4"�� BEPL O sEE WR s Cl 9M1 L�P.YI �TlSFN EALS Oi �W11WPts CUM' A" ax® NMI t PIN l4W LIFE SWtlE ORCIKN B LIEF SPYiF dSC11llY A RIECIAMf WAIF 9.16/Q S¢ nMna ®NAV i-4va 1r - a' Mar 15'- o• ua WIi mLxlm sta MIDI B mwr OW]mr a/" row + (.Wa BAFM: ERNE 9vN( BTU s0i wC BREaN TALE 91EIE BHCMI NYOIE�T7 mNE �SPJt1f11N WWW' 4F � 6 I SEFWIE 6 dR WL z0i Ytt 10^ IY a1[ WS 20F YVL aAB WLb � € LYIYF tl.II t CUIIIX CIA® pIP UMfF W8 RIIP � / �� - SR xTR s �,Bw O kiIFM BO _��- _�. _•. d11E1R1: NBI TR£ SN]E pdCI.QV B R1YWl ' F O]MRTE a RYi 4' -a'YK IM SMi£ pSC/.QY A- N Y aR SEE NOR) SFE CONRNCF RMS GRADE BREAK 4£NUE7 d,Dr wY zw IIAE �� COMB RIIP LQtmw CU" RAEF FOTETRF Ixw TYPE oEHaMS'A MY IYF 11I 'a]@1T LYMICREIE CURB BALM TIIE AC 77()OkF' PAY IYF - SETT SLUR 5 ws_� LINOYIC CURB RVM OFPAESSFO a TOP w AoNWY CURB RAMP 4' - 0'MW. sEE cartRACr TANS croxrRnn NAHS BaiFR TOP a' SMq RONWY zos wX CEMBFF CaICPflE CU" A40 � SECRON O CURER -S4&6 SE£ TIDIE %MI F -3110 LVIM' J/B• n E W YWF" STET `4 1• AM5 WBIF SL'EWYX - O•V Y R VO.W flN! i -.A110 • • IR(W, N2flt SN. FIA11 i -ASIO STi AOIE B n Y n Pffi1wY a1" 1J7 B 0 _ R TAIII 9Y NlAE ypYyN _ RAILS WY L -II • ! SEEWR6 19RN' 1•_ Ra�icr nw � o sr0E1�nMna® N.w iSeR4a o � o .ui°E'�mrnum�°'na i�as'o Lu" a GiRIW a4"�� BEPL O sEE WR s Cl 9M1 L�P.YI �TlSFN EALS Oi �W11WPts CUM' A" ax® NMI t PIN l4W LIFE SWtlE ORCIKN B LIEF SPYiF dSC11llY A RIECIAMf WAIF 9.16/Q S¢ nMna ®NAV i-4va 1r - a' Mar 15'- o• ua WIi mLxlm sta MIDI B mwr OW]mr a/" row + (.Wa BAFM: ERNE 9vN( BTU s0i wC BREaN TALE 91EIE BHCMI NYOIE�T7 mNE �SPJt1f11N WWW' 4F � 6 I SEFWIE 6 dR WL z0i Ytt 10^ IY a1[ WS 20F YVL aAB WLb � € LYIYF tl.II t CUIIIX CIA® pIP UMfF W8 RIIP � / �� - SR xTR s �,Bw O kiIFM BO _��- _�. _•. d11E1R1: NBI TR£ SN]E pdCI.QV B R1YWl % 88 S I NGL E D I R E CTIO N C UR B R A MP S 11C1 NOT TO SCALE WDOT STD DETAIL F- 40.12 -02 R=37761 I DETAIL O CURB RADIUS DETAIL B a EaPANMaN JLwr SEMONB -B rT1 CURB & SIDEWALK JOINTS ClPUTS KCRS 3 -001 NOTES: 1. PROVIDE A SEPARATE CURB RAMP FOR EACH ALMIOD OR UNMARKED CROSSWALK CURB RAMP LOCATION SHALL BE PLACED WITHIN THE WIDTH OF THE ASSOCIATED CROSSWALK OR AS SHOWN IN THE CONTRACT PLANS. 2. WHERE GRADE BREAK" IS CALLED OUT THE ENTIRE LENGTH OF THE GRADE BREAK BETWEEN THE TWO ADACENT SURFACE PLANES SHALL BE FLUSH. 3 DDO OE CURB � RATI NG TINY � 1 CU R OR . ER APPURTENANCES IN FRONT OF 4 CURB AND CONTRACT PLAINS t� CURB R8 � AND E CURB � LS. F -10.12 FOR CURB, 5" SEE STANDARD PLAN F -30.10 FOR CEMENT CONCRETE SIDEWALK DETAILS SEE CONTRACT PLANS FOR WIDTH AND PLACEMENT OF SIDEWALK. 6. THE BID IIEMM "CEMENT CONCRETE CURB RAMP TYPE _" DOES NOT INCLUDE THE ADACEM CURB, CURB AND GUTTER, DEPRESSED CURB AND GUTTER PEDESTRIAN CURB, OR SIDEWAXS. 7- THE CURB RAMP WU0MUM RUNNING SLOPE SHALL NOT REQUIRE THE RAMP LENGTH TO EXCEED 15 FELT TO AMD CHASING THE SLOPE INDEFINITELY WHEN CONNECTING TO STEEP GRADES. WHEN APPLYING TIE 15 -FOOT MAX LENGTH, THE RUNNING SLOPE OF THE CURB RAMP SHALL BE AS FLAT AS FEASIBLE 8 CURB RAMP. LANDING AND FLARES STALL RECEIVE BROOM FINISH. SEE STANDARD SPEC6NAT7(NLS B -14. 9. PEDESTRIAN CURB MAY BE OMITTED IF THE GROUND SURFACE AT THE BACK OF THE CURB RAMP AND DR LANDING W0 ANN THE SAME ELEVATION AS THE CURB RAMP OR LANDING AND THERE WILL NOT ! LLGEND 6 HANDICAPRAMPNOTES - -- SLOPE N EITHER D"ECTMI C1 NOT TO SCALE ' F O]MRTE a RYi 4' -a'YK IM SMi£ pSC/.QY A- N Y aR SEE NOR) SFE CONRNCF RMS GRADE BREAK 4£NUE7 d,Dr wY zw IIAE �� COMB RIIP LQtmw CU" RAEF FOTETRF Ixw TYPE oEHaMS'A MY IYF 11I 'a]@1T LYMICREIE CURB BALM TIIE % 88 S I NGL E D I R E CTIO N C UR B R A MP S 11C1 NOT TO SCALE WDOT STD DETAIL F- 40.12 -02 R=37761 I DETAIL O CURB RADIUS DETAIL B a EaPANMaN JLwr SEMONB -B rT1 CURB & SIDEWALK JOINTS ClPUTS KCRS 3 -001 NOTES: 1. PROVIDE A SEPARATE CURB RAMP FOR EACH ALMIOD OR UNMARKED CROSSWALK CURB RAMP LOCATION SHALL BE PLACED WITHIN THE WIDTH OF THE ASSOCIATED CROSSWALK OR AS SHOWN IN THE CONTRACT PLANS. 2. WHERE GRADE BREAK" IS CALLED OUT THE ENTIRE LENGTH OF THE GRADE BREAK BETWEEN THE TWO ADACENT SURFACE PLANES SHALL BE FLUSH. 3 DDO OE CURB � RATI NG TINY � 1 CU R OR . ER APPURTENANCES IN FRONT OF 4 CURB AND CONTRACT PLAINS t� CURB R8 � AND E CURB � LS. F -10.12 FOR CURB, 5" SEE STANDARD PLAN F -30.10 FOR CEMENT CONCRETE SIDEWALK DETAILS SEE CONTRACT PLANS FOR WIDTH AND PLACEMENT OF SIDEWALK. 6. THE BID IIEMM "CEMENT CONCRETE CURB RAMP TYPE _" DOES NOT INCLUDE THE ADACEM CURB, CURB AND GUTTER, DEPRESSED CURB AND GUTTER PEDESTRIAN CURB, OR SIDEWAXS. 7- THE CURB RAMP WU0MUM RUNNING SLOPE SHALL NOT REQUIRE THE RAMP LENGTH TO EXCEED 15 FELT TO AMD CHASING THE SLOPE INDEFINITELY WHEN CONNECTING TO STEEP GRADES. WHEN APPLYING TIE 15 -FOOT MAX LENGTH, THE RUNNING SLOPE OF THE CURB RAMP SHALL BE AS FLAT AS FEASIBLE 8 CURB RAMP. LANDING AND FLARES STALL RECEIVE BROOM FINISH. SEE STANDARD SPEC6NAT7(NLS B -14. 9. PEDESTRIAN CURB MAY BE OMITTED IF THE GROUND SURFACE AT THE BACK OF THE CURB RAMP AND DR LANDING W0 ANN THE SAME ELEVATION AS THE CURB RAMP OR LANDING AND THERE WILL NOT ! LLGEND 6 HANDICAPRAMPNOTES - -- SLOPE N EITHER D"ECTMI C1 NOT TO SCALE I.NYETNC YxII' TYPE COMBINATION PAY LIMIT 1"51 COMBINATION CURB RAMP cw NOT TO SCALE WDOT SID DETAIL F- 40.14 -02 Is' -0' IWx 4' -a'YK 1 15' -0. OWL SEE NOR) SFE CONRNCF RMS GRADE BREAK Sf£ NOTE ) CRAOE 937 d,Dr wY zw IIAE �� COMB RIIP LQtmw CU" RAEF AND IpR 6 ,/a. ExPAHAON JOM (TIP. ^ 4£ STATOARO PLW F -3U�0 SECTION O 'a]@1T LYMICREIE CURB BALM TIIE AC 77()OkF' PAY IYF - SETT SLUR 5 I.NYETNC YxII' TYPE COMBINATION PAY LIMIT 1"51 COMBINATION CURB RAMP cw NOT TO SCALE WDOT SID DETAIL F- 40.14 -02