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HomeMy WebLinkAbout1.1-7302 Ph 1 & 2 RevisionPAVING TESTING NOTES: 7-1. ASPHALT CONCRETE CONCRETE ARTERIAL AND COLLECTOR STREETS AND TYPE 8 (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECEION 39, -ASPHALT CONCRETE.' OF THE STANDARD SPELIFICATIONS AND THESE SPDXAL •R PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL R AGGREGATE (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM THE REQUIREMENTS OF i OF #r3/4" MAXIMUM, r ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 4-10 VISCOSITY GRADED OTHERWISE r ASPHALT. UNLESS ASPHALT CONCRETEVISCOSITY- r ASPHALTBY THE ENGINEER. THE TEST-. CONFORM TO THE REQUIREMENTS IN THE T., •._ , PAVING BINDERTHE AMOUNT OF ASPHALT DETERMINED THE CONTRACTOR DCALIFORNIA++ 367 USING SAMPLES OF MATERIALS PROPOSED WORK. THE AMOUNTY ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION Y IN THE WORK CONFORM TO THE REQUIREMENTS OF , OF RD spDOETCATIONS AND THESE SPECIAL PROVISIONS. F SAND EQUIVALENTr NOT BE OLDER THAN SI OTHERRESULTS r NOT BE OLDER THAN ONE (1) YEAR. DETERMINEDC. AN ASPHALT CONCRETE MIX DESIGN IN ACCORDANCE :r". DESIGN IS BASED SHALL BE SUBMITTED ! DENSITY OF THE DESIGN DETERMINED D2041, Y OF + r ' • 1 SPECIFICATIONS A14D THESE SPECIAL PROVISIONS, IF THE DATA SUBMITTEDSUBSTANTIALLYTHE:SEES AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO OLD. DEVELOPER SHALL BEAR ALL COSTS + WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM R EXISTING PAVED SURFACES, THE PERPENDICULAREXI r Y rR ST FROM THE EXISTING EDGE OF PAVEMENT. A PRIME COAT WILL NOT BE REQUIRED 1 AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF OTHER REQUIREMENTS OF OF SPECIFICATIONSSTANDARD APPLIEDTHE AREA TO WHICH PAINT BINDER HAS BEEN SHALL BE CLOSED TO PUBUC TRAFFIC. CARE SHALL AVOIDBE TAKEN TO TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF PAVING SEAMS SHALL BE LOCATFD TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS OTHERWISE PERMITTED BY THE ENGINEER. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL DIE PLACED AT ROAD CONNEcRONS AND PRIVATE DRIVES WHERE SHOWN ON THE ! 1 ` i r r• • r { t '+ Y Y • r te: .. ,I' .._ .. SEES .. .. Y i, .., I ,;•t:,... CONFORMS WHEN PAVING OPERATIONS RESUME. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CAUBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ADEN DIISS WHEN SLABS OR CORES DISPUTE,BE SUBSTITUTED WITH PARAFFIN, CIN CASE OF 1 r ABOVE SHALL BE USED. CONCRETEIF THE FINISHED SURFACE OF THE ASPHALT DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, A. ABRASIVE GRINDING r • DIAMOND BLADES EL REMOVAL AND REPLACEMENT C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY THE tI WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTORS EXPENSE IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. ADDITIONALrPERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE r r Y SEES y ,SEES.. PAVING CONTRACTOR i CALTRANS STANDARD19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM k MEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE ,. THE GRADING# M4 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN THE SUBBASE OR(OTHER TO BE PLACE ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHT NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW1 BY THE WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT a -T14AN 0.15 FOOL PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED TRAVELEDON ALL CONTIGUOUS LANES OF THE WAY BEFORE THE LANES ARE OPENED TO PUSUC TRAFFIC. AT THE END OF EACH WORK SHIFL THE DISTANCE •r + BETWEEN 4 FEET. ADDITIONALt R ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF DENSITY DETERMINED : DETERMINED CALIFORNIAWITH IF THE tN-PLACE DENSITY OF ANY LOT OF ASPHALTGREATER THAN 94 THAT THE r .E PERCENT " ADVISED . OR BOTH, IF NEEDED, NEED ADJUSTMENT.■ ADJUSTMENTOPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE f ORDER TO MEET THE REQUIRED COMPACTION, IF ANY SUCCESSIVE TEST AFTER NOTICE IS GiVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY ♦ - IF THE TEST RESULTS FOR ANY LOTCOMPACTION rLESS THAN REPRESENTED SHALL BE !•• AND REPLACED WTH MATERIALi DENSITY CORRECTIVEREQUIREMENT. THE t THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROAD COMPACTIONBE THE RESPONSIBILITY OF r... a YE:• i _i._THE NUMBER & LOCATION OF RED TESTS SHALL BE r BY THE CITY ENGINEER. NOTE: 95% COMPACTION AT LEAST. 1' ON EACH SIDE OF CROSS GUTTERS 1 PA STANDARD •y�l TRANSPORTATIONALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND STATE OF CA., DEPT. OF YSPECIFICATIONS. STANDARDOF THESE PLANS. CURB AND GUTTER STANDARD MEDIAN STANDARD - DRIVE ST -4 STANDARD COMMERCIAL DRIVE APPROACH TYPE 'EF STANDARD PAVEMENT STANDARD CROSS STANDARD STREET SPECIFICATIONS r••r SURVEY MONUMENTS STANDARD STREET LIGHT MAST ARM TYPE •D OFFSET ' STANDARD STANDARD STREETr D-14 STANDARD CATCH BASIN TYPE "A" 3 STANDARD R DFPRECSIONS STANDARD STREEET SIGN POST STYLE PAVING FOR RESIDENTIAL r' TYPE 'B' ASPHALT CONCRETE OVER • ! ' AGGREGATE BASE OVER 4 Y r TO 95% REI-AnVE DENSITYr: 4, INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. TO DE INSTALLED EXISTING 5. INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STT}. T-1 INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 -<Vr INSTALL STANDARD STREET LIGHTS, 3800 LUMEN H.P.S.V. ON 14' POST TOP PER DETAIL ON SHT, 4 INSTALL STREET LIGHTS, 9500 LUMEN H.P.S.V. PER DETAIL ON SHE. 4 STREET UGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. 6. INSTALL TYPE "8" CURB AND GUTTER, PER O.O.B. STANDARD ST -1, ON ALL STREETS UNLESS OTHERWISE NOTED. 7. INSTALL 5.0' DETACHED SIDEWALK ON ALL STREETS UNLESS OT14ERYMSE NOTED. 8. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH SEWER LATERAL. 8. INSTALL ADDTIONAL A 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. i ALL MANHOLEy PAVEMENT GRADE, 11 UNDERGROUND BE r AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION.1-800-227-2600 IIE WARNING/REGULATORY MOUNTED ON POSTS WTH HAWKINS M20 SERIES BOLT AND VANDAL PROOFOR LOCATEDEQUAL. ROADSIDE SIGNS 114STALLED PER SEC T-19 SHALL BE WTHI SIDEWALKFROM 12F AN OPEN BE ROM THE CITY OF BAKERSFIE PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED 'STREETY BY A SUBDIVISION BASEDSECURITY ON ••rt WORK PERFORMEDWITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR CRUSHEDROADWAYS SHALL BE AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS BASE (CWQ CONFORMING TO SECTION 200-2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTOR, LATEST EDITION, AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE G. ; STANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTION SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE 0-1557, I& SUBGRADE PREPARATION: ACCORDANCESTREET SUBGRADE IN + REQUIREMENTS AND STANDARD SPECIFICATIONS, SUBGRADE SHALL E GRAD TO D r • + # -MAXIMUM DRY DENSITY 16. A Y TRENCHING TO E CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY STANDARD DETAIL ST -22. 17COMPACTION TESTS SHALL BE RESPONSIBILITY DEVELOPER. NUMBER AND LOCATION OF REQUIREDDETERMINED r CITY ENGINEER. 18. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY, THE CITY CONSTRUCTION HOURS NOTICE. (661) 326-2049. M DUST CONTROL CONTRACTOR SHALL OBTAIN A COPY OF O '! (DCP) FOR THIS PROJECT FROM ■. . SITE AT ALL TIMES. FOR THE DURATION CONTRACTOR'S; SHE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID P 20. STORM WATER POLL07ION PREVENTONK CONTRACTOR SHALL OBTAIN A COPY OF PREVENTION ..: (SWAP..) SEES THIS DEVELOPER,PROJECT FROM THE } SHALL KEEP A COPY ON SITE AT ALL FOR DURATION CONTRACTOR'STHE SITE, • y- _ R REPSr ♦ R O S t , r 21. STREET LIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN C.O.B. PROVISIONS SP7-86.01 OR AN EQUIVALENT{Y BY THE CITY ENGINEER. LUMINARIES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVIC BEGIN VERTICAL CURVE ELEV ELEVATION EVC VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT ECR F CURB RETURN PRO POINT OF REVERSE CURVATURE BC BEGIN ri D CURVATUR ED F CURVE TO TOP OF CURB PIVC POF INTERSECTION e TOP OF PAVEMENT OF POINTCURVEFINISHED CONCRETE PROPERTY I, OF POINT F.O.C.AND GUTTER MONUMENTP.A.F,L. PARKING AREA FLOW LINE FURNISH & INSTALL SURVEY EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER CM. SID. F -L + FURNISH & INSTALL METRO STREET SIGN PER C.O,B, SID. T-1 C>- FURNISH & INSTALL STREET •ii STANDARD OR APPROVED EQUAL.DETAIL ED FURNISH & INSTALL STREET , i 0 LUMEN PER C.O.B. t EXISTING STREET LIGHT PER SEPARATE APPIB STANDARD NOTES 22. IF THIS PROJECT : TO THE PROVISIONSNATIONAL , -,"NOTICE • Yi i MPLY MIR THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATON WITH CONSTRUCTION RDE 10 t AMENDED r r rr ••i 2012-0006-DWO) MUST BE FILED WITH STATE WATER RESOURCES CONTROL STORMBOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUC71ON ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A WATER POLLUnON PREVENTION PLAN (SWPPP) BE PREPARED, CONTNUOUSLY CARRIED OUT. AND ALWAYS BE NORMAL CONSTRUCTON t •S, WASTE AVAILABLEY PUBLICIDENTIFICATION 51715077505 HAS BEEN ISSUED BY f BOARD FOR THIS PROJECT. 23. ANY WORK CONNECTING TO EXISTING PUBUC FACIU TIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ES71MATE FOR THE WORK IN THE EXISTING PUBLIC RGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT, (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAPS IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED 24, INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT + M PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT THAT CONDITIONS •Rai SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL r DAYS PRIOR TO PAMNG. 26. LUMINARIES SHALL BE SOLD STATE UGHT EMITTING DIME (ORIENTEDPHOTOCELL NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD Y STREET LIGHTING SPECIFICATONS 27. ANY ITEMS IN RIGHT -OF • DAMAGED + DO NOT MEET CURRENT i RD WORKSWILL REQUIRE AND/OR UPGRADING AS PER CITY ENGINEER. 211 WITH THE EXCEPTION OF THOSE ON LIGHTS SHALL BE INSTALLED AT THE EXTENSION TO WHERE THEY ARE SHOWN 29. MAXIMUM SLOPE r FROM BACK OF F STRUCTURE SHALL BE 4:1, EXCEPT FOR t FEET BEHIND rSIDEWALK APPROVEWHERE THE MAXIMUM SLOPE SHALL BE 2% ALTERNATIVELY, THE CITY ENGINEER MAY r THE SIDEWALKR OTHER METHOD TO PREVENT EROSIONONTO THE SIDEWALK. CONSTRUCTED30. PHASES 1 IN 2 OF TITS STREET IMPROVEMENT PLANS SHALL BE [-1 LEGEND (CONT.); R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: --�`-- "R1-1" - STOP - "R6-1° - ONE WAY W31(C )- END SCHOOL ZONE ' "R5-1' - DO NOT ENTER W31(CA}° END 'R26(CA)' - NO PARKING INT 4-l' - DEAD END _ "R3 -5R' - RIGHT TURN ONLY „W94-2° - NO OUTLET "R4-7' - KEEP RIGHTWI-7 - DOUBLE ARROW "R61(CA)" - BIKE LANE "WI -6" - SINGLE ARROW "W3-3" - SIGNAL AHEAD "WI -1° - CURVE ARROW o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS �7 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT TYPE "A" CATCH BASIN WITH 3,5' OPENING PER C,O,& STD. D-14, UNLESS NOTED OTHERWISE. CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. =--PPRP-- PPRP SEWER - REFER TO SEWER & STORM DRAIN PLANS 7 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 01 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. ■ ■ on • ® BE NO TRACT BOUNDARY UVW IAVN -111a =MMQ VS W UNIT BOUNDARY 77'' PARKING AREA -SEE CONSTRUCTION NOTE &. �' i LEGEND (CONT.): /--"N CURVE NUMBER FOR CURVE DESCRIPTION ul 4) iTEm a,, WORK - SEE SCHEDULE M FACE OF 4 . R PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. i SECTION DESIGNATION. SECTION LETTER SHEET WHERE SECTION IS SHOWN AND DETAILS, 2. LOCAL STREETS - PAVEMENT TO BE 0.20' 0 AGGREGATE BASEOVER 0.50' t O.G.t COMPACTED TO 957 RELATIVE DENSITY PER C.O.B.! 3. ALL CATCH BASINS TO BE TYPE "A' WITTE! 3.5' OPE14INGS P, CO3. SID. D-14, UNLESS NOTED OTHERWISE LL m E6 ■ L C c NOTE: •' TO THE START OF PHASE OF CONSTRUCTIONCONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY, THE CITY 1 SHALL BE GIVEN 24 HOURS TELEPHONE 326-3049. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2. ANY FACILITY NOT IN THE PUBLIC RIGHT OF IS TO BE PRIVATELY MAINTAINED 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT VVILL REQUIRE A CERTIFICATE OF COMPLIANCE FORTHSTATING REMENTS & STANDARDS SET : t O BAKERSFIELD HAVE BEEN MET. • r -^t- r •.s r -• a APPROVED BY. ROGER A. McINTOSH R.C,E, 33322 DA M • • V REVIEWED BY: ' �' - _-. I -."_.._ -f/, / W`7 ASSISTANT PUBLIC WORKS DIRECTOR REVIEWED BY: -5 t - V l z c t 17 TRAFFIC ENGINEER BASIS OF THE BEARING OF N01*02'20"E SHOWN FOR THE ,. AS SHOWN ON RD OF SURVEY, BOOK 25, PAGE 49 WAS {BEARING SHOWN HEREON. BENCAFTARKUSED: {• OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF MING AVENUE AND ALLEN RD., ALSO BEING THE NORTHWEST CORNER { STOCKDALE qq T r R. 28 E H/GH c 2 PA\ C)L L is I MING AVENUE i MONUMENT Y'CASEMENTS� It [CONCRET-K- PARKING O If 2 '2 o r K l N rn 1 a a tm� gs _....�._. :I LANE S w m 140 13 � m 0 OUTHERN-PACIFIC RAILROAD P XsrDUN ._..._.- w. LEGEND (CONT.); R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: --�`-- "R1-1" - STOP - "R6-1° - ONE WAY W31(C )- END SCHOOL ZONE ' "R5-1' - DO NOT ENTER W31(CA}° END 'R26(CA)' - NO PARKING INT 4-l' - DEAD END _ "R3 -5R' - RIGHT TURN ONLY „W94-2° - NO OUTLET "R4-7' - KEEP RIGHTWI-7 - DOUBLE ARROW "R61(CA)" - BIKE LANE "WI -6" - SINGLE ARROW "W3-3" - SIGNAL AHEAD "WI -1° - CURVE ARROW o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS �7 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT TYPE "A" CATCH BASIN WITH 3,5' OPENING PER C,O,& STD. D-14, UNLESS NOTED OTHERWISE. CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. =--PPRP-- PPRP SEWER - REFER TO SEWER & STORM DRAIN PLANS 7 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 01 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. ■ ■ on • ® BE NO TRACT BOUNDARY UVW IAVN -111a =MMQ VS W UNIT BOUNDARY 77'' PARKING AREA -SEE CONSTRUCTION NOTE &. �' i LEGEND (CONT.): /--"N CURVE NUMBER FOR CURVE DESCRIPTION ul 4) iTEm a,, WORK - SEE SCHEDULE M FACE OF 4 . R PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. i SECTION DESIGNATION. SECTION LETTER SHEET WHERE SECTION IS SHOWN AND DETAILS, 2. LOCAL STREETS - PAVEMENT TO BE 0.20' 0 AGGREGATE BASEOVER 0.50' t O.G.t COMPACTED TO 957 RELATIVE DENSITY PER C.O.B.! 3. ALL CATCH BASINS TO BE TYPE "A' WITTE! 3.5' OPE14INGS P, CO3. SID. D-14, UNLESS NOTED OTHERWISE LL m E6 ■ L C c NOTE: •' TO THE START OF PHASE OF CONSTRUCTIONCONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY, THE CITY 1 SHALL BE GIVEN 24 HOURS TELEPHONE 326-3049. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2. ANY FACILITY NOT IN THE PUBLIC RIGHT OF IS TO BE PRIVATELY MAINTAINED 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT VVILL REQUIRE A CERTIFICATE OF COMPLIANCE FORTHSTATING REMENTS & STANDARDS SET : t O BAKERSFIELD HAVE BEEN MET. • r -^t- r •.s r -• a APPROVED BY. ROGER A. McINTOSH R.C,E, 33322 DA M • • V REVIEWED BY: ' �' - _-. I -."_.._ -f/, / W`7 ASSISTANT PUBLIC WORKS DIRECTOR REVIEWED BY: -5 t - V l z c t 17 TRAFFIC ENGINEER BASIS OF THE BEARING OF N01*02'20"E SHOWN FOR THE ,. AS SHOWN ON RD OF SURVEY, BOOK 25, PAGE 49 WAS {BEARING SHOWN HEREON. BENCAFTARKUSED: {• OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF MING AVENUE AND ALLEN RD., ALSO BEING THE NORTHWEST CORNER { umpE 12E.FERTO SHE 6T 1A FDIC REVISED QUAN-Tm -YIESCE. CITY RFCCRDS NO: s"V ry c3 I WALK •-IVEWAYT HANDICAP RAMPS r i MONUMENT Y'CASEMENTS� It [CONCRET-K- PARKING O T d- N rn O z Z U 0 7 a � SEES.. SEES.. z Q _1 gs umpE 12E.FERTO SHE 6T 1A FDIC REVISED QUAN-Tm -YIESCE. CITY RFCCRDS NO: s"V ry c3 i O T d- N rn O z Z U 0 7 a z Q _1 gs as W m Y m � a 2 P XsrDUN �T o m r Z E a T v OQ i C � P9 w� o - C� @-1 m a I, 1 rt F 4 hINI, IN Ci>m NXI a W m a F � Fm 0 W AQs W I- 0C r G {A m PROPOSED TRACT 7300 SUMMARY OF IMPROVEMENTS SEWER IMPROVEMENTS TOTAL 6" SEWER LINE 323 LF 8" SEWER LINE 2718 LF 4" LATERALS 1725 LF STANDARD MANHOLE 11 EA CLEANOUTS 3 EA o �" STORM DRAIN IMPROVEMENTS TOTAL ll18" STORM DRAIN LINE 621 LF 24" STORM DRAIN LINE 914 LF STORM DRAIN MANHOLES 7 EA CATCH BASINS 4 EA OUTLET STRUCTURE 1 EA 21 - I 7 I 6 I 5 � 3 3 2 - 4 —._ I 14 I 13 I 12 1 11 I 10 1 9 I 8 I 7 I 6 1 5 I 4 1 3 1 5 7g 9 15 1ST1NG E9 \ TRA 725 �ttii■.. gOPO •+�,—� 5 4 �YF"'�r� ■�ilaL -r-- EX. SUMP O 4R 18 F 10 \ - -r 19 1 20 i I 21 I 22 I 23 I 24 I 25 ■ 30 I 29 I 28 I 27 I 26 I 2R 9 i \��- ® I I I I I ■ I 1 I I FARINGFORD LANE (PRIVATE) — -_ - - - 2 ��-- UNI 1 =® 7 i JP 17 I U:NI I I I I I I CNS 16 ■ i 13 �R/(g 6 -1 2 !. I 15 I 14 I 13 I 12 I 11 I 10 I i 20 ( 21 I 22 I 23 I 41 14 20 / 15 \ VQ' 1 " 8 7 • 1i� I I j 6 I 7 8 9 ' Pili 19 I 18 I 17 I 16 21 1s \ \ r \ LTj N/ fT 2.!.- 17 5 O 1 1 1 I I �� �' - ■ 3R ���'� ��` �� 8� STONETHWAITE LANE (PRIVATE) e� - _ - 22 h�� G 23 °�' \ N OT A P A' - 3 . 2----- -----J' III r 24 18 v \ "f \\ 9 10 ''y'- ■ 20 25 ,'i , UNJIT4 1 3 II I 5 -- zs 1s1 \ 3 1 NO A PART----- '(I L \ 14 27 / I :UNIT 4, �/ / 6 2 i J— • 4 A Y 28 3 1 4 , /'; 3 i 5 13 i 7a PROJECT MAP � %\ / >� SCALE: 1"=100' 7 12 `�� ,� /' ® SHEET NO. INDEX 6 ANV 7 4 8� 8 LEGEND: REVISIONS APPROVED: ABBREVIATIONS o �" CL CENTERLINE SMH SEWER MANHOLE -- o CONSTRUCT STORM DRAIN PER CITY STANDARDS NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" INV INVERT SCO SEWER CLEANOUT WITH 3.5' OPENINGS PER C.O.B. STD. D-14 i..AINE NEPTUN DATE SO STORM DRAIN SDMH STORM DRAIN MANHOLE ® CONSTRUCT STORM DRAIN "A" UNLESS OTHERWISE NOTED. R.C.E. 55102 MH MANHOLE EXIST EXISTING MANHOLE TYPE PER C.O.B. STD. SW -4 & SW -5. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS QNB. '7h,�cR�,w %V_1Iq CB CATCH BASIN ELEV ELEVATION UNLESS OTHERWISE NOTED. O - JUNCTION BOX R/W RIGHT OF WAY CONSTRUCT CATCH BASIN "A" DATE TYPE PER C.O.B. STD. D-14. SECTION DESIGNATION• RIM cc46185 SCP STREET CONSTRUCTION PLAN S OO CENTERLINE MONUMENT SECTION LETTER �///��ppp�\\\ 7.O.M• 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION EXISTING _ _ _ _ _ ---- -- -- SEWER LINE 2 s CONSTRUCT SEWER PER CITY STANDARDS - -."' -- -- EXISTING STORM DRAIN LINE SHEET WHERE SECTION IS SHOWN • EXISTING SEWER MANHOLE CONSTRUCT SEWER MANHOLE ® TYPE "A" PER C.O.B. STD. SW -4 AND SW -5. EXISTING SEWER CLEANOUT CONSTRUCT SEWER CLEANOUT EXISTING DRAIN MANHOLE ® PER C.O.B. STD. SW -6. Know what's below. Call before you dig. J 364 362 360 358 356 354 352 350 348 346 TEMPORARY RXRN AROUND EASEMENT PER FINAL MAP C) 10 PROPOSED T BLOCK WALL'S JJ DESCRIPTION C.L. STATION 50' PIPELNE BUILDING nn' ABACK EASEMENT (SEE SEPARATE PLAN) 05 STA. 16+05.10 PER DOCI 000203148941 0 ,��' ++ (PROPOSED S BLOCK V 354.04' ❑3 B.G. PROPOSED T BLOCK WALL'S agm DESCRIPTION C.L. STATION F.O.C. STATION •1 / (SEE SEPARATE PLAN) 05 STA. 16+05.10 y 0 ,��' STA, 18+07.48, 1&00 LT. (PROPOSED S BLOCK V 354.04' ❑3 B.G. STA. 21+1273, 1&00 LT. STA. 21+1227 35276' ® P.R.C. STA 21+19.87, 15.00 LT. STA 21+20.23 352.68' ❑5 P.R.C. STA 21+19.87, 15.00 RT. STA 21+24.50 (SEE SEPARATE PLAN) 6 15 B.C. STA, 21+1273, 18,00 RT. i N M ,?I 50' PIPELINE BUIL STA. 16+00.59, 18.00 RL STA. 15+98.22 354.05' ® P.R.C. STA. 15+93.64, 14.92 RT. a SETBACK EASEL + o 0. _, J o o Q PER DOC[ 000203148941 . UW'^ W Uli2 6� y' WUl OVNN'4wmm / 12 ++ ;-L SA J; 1 1 I 1 / I I I SCALE: 1" = 40' * CAUTION: CONTRACTOR TO KEEP ao' zo' o' ao' so' 7' HORIZONTAL CLEARANCE FROM EXISTING 34" HIGH PRESSURE PG&E GAS LINE EXCEPT AT CROSSING. 50 00' vER�-'I E 1 I I n I 8 i 1 N tiA JJ MMI �I f I sm 0 0 s2C l.uj�I� \V'14 'O NNN �� �N �/ W NLC,N 18+00 _e 6'45'25E 47522' = 9 19+00 S5s 20-FO� O V 21+00 � 1 1�_k P GAS N m C5 - - 6 5 �. .n v 2 n n of �LLJ US � 16 LLLL 14 i 15 i W pNNN NN I I I I 1 I I I I I I I HIGHGATE GREENS DRIVE (PRIVATE STREET) (STA. 15+70.97 C.L. TO 23+39.01 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL CAMERTON WAY LEGEND: SEE SHEET 3R ABBREVIATIONS 1 ° FL FLOWUNE POVC POINT ON VERTICAL CURVE ! CL CENTERUNE BVC BEGIN VERTICAL CURVE I n / �� 1 ( „ L,l ELEV ELEVATION EVC END VERTICAL CURVE ;i i o lr K Q o BCR BEGIN CURB RETURN PI POINT OF INTERSECTION I I 1 ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE 1 BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB A „ E; `�z ! ! - - PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT ! i - ,i PROPOSED (NOT A PART) OF VERTICAL CURVE FC FINISH CONCRETE T ++ �'-;nnhJ 6' BLOCK WALL �, ;i I,,. N�a..NjEESEPARATEPLAN) ��++ti P.O.C. POINT ON CURVE FC FINISHED CONCRETE �a,g ,z _ 50' PIPEUNE BUILDING P/L PROPERTY LINE R/W RIGHT-OF-WAY wGw m «_� aa' 1 SETBACK EASEMENT E.P. EDGE OF PAVEMENT A.P. ANGLE POINT ER DOC; 000203148941 �� li F.O.C. FACE OF CURB C/G .CURB AND GUTTER a S 3 2 ® \ FUTURE TURE H. P.A.F.L. PARKING AREA. FLOW LINE w ,1_ `CIS _ _ r- --- - OO FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. la - - ---- ---- 4 a 15 ` 1s OO EXISTING SURVEY MONUMENT a cs '� s - - --- - -}-- FURNISH & INSTALL STREET SIGN PER 0.0.8. STD. T-1. +DO 1 N56'45'26"W 160.00' n 23+ 7 24+00 C8 a 8 C6 a 5 L E. 3e NIGN PR�ESSU `Fera= 0 + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -L a FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. - --- - - ----- ----- STANDARD OR APPROVED EQUAL (SEE DETAIL '7 ON SHEET 6) '3 11 12 18'D e 3 �UTURE FL -GD FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. 1 L ( II lh EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 1 50 PIPELME BUILDIN SETBACK EASEMENT R7-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 1 PER DOC# 000203148941 �- 'R1-1' -STOP 2 1 �` "R6 1" ONE WAY "S5-2' - END SCHOOL ZONE L-ci' a 4 "W31(CA)" - END "R5-1" DO NOT ENTER P = o o I "R26(CA)" - NO PARKING "W14-1" -DEAD END ! Ia I N "±�, 1 o�"r+ /': "R3 -5R° RIGHT TURN ONLY "W14-2" - NO OUTLET Z i : / a < \ �(, "R4-7" - KEEP RIGHT "Wi-7 -DOUBLE ARROW •G`,G w��rQ l m�� "W7-6" - SINGLE ARROW 1 «�; 'R81(CA)" -BIKE LANE `� �✓ '. 'W3-3' - SIGNAL AHEAD "WI -l' - CURVE ARROW yJI R ; m PROPOSED 6' BLOCK WALL -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS (SEE SEPARATE PIAN) ! W !' 1, ,-, ® STORM DRAIN MANHOLE - i I � '.as: - ..rls I REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER CAMERTON WAY C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SEE SHEET 3R ®, CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER < C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWIS y s SEWER - REFER TO SEWER & STORM DRAIN PLANS © SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 14+25 15+00 16+00 oo' vERT. cuRWE 364 362 360 358 356 354 352 350 348 346 17+00 18+00 19+00 20+00 21+00 22+00 364 © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 362 immommmmomm TRACT BOUNDARY UNIT BOUNDARY 360 , / / PARKING AREA - SEE CONSTRUCTION NOTE 6. 358 Ol CURVE NUMBER FOR CURVE DESCRIPTION 356 ® ITEM OF WORK - SEE SCHEDULE 1l FACE OF CURB STATION - SEE TABLE 354 NOT; SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 352 PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 350 SECTION DESIGNATION: SECTION LETTER 346 A ------ - 346 2 23+00 24+00 - SHEET WHERE SECTION IS SHOWN NOTES: REF NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. 1 P.R.C. STA. 16+00.14, 15.09 LT. STA. 16+05.10 I 0 P.R.C. STA, 18+07.48, 1&00 LT. STA. 16+12.80 354.04' ❑3 B.G. STA. 21+1273, 1&00 LT. STA. 21+1227 35276' ® P.R.C. STA 21+19.87, 15.00 LT. STA 21+20.23 352.68' ❑5 P.R.C. STA 21+19.87, 15.00 RT. STA 21+24.50 352.68' 6 15 B.C. STA, 21+1273, 18,00 RT. i N M ❑7 P.C.C. STA. 16+00.59, 18.00 RL STA. 15+98.22 354.05' ® P.R.C. STA. 15+93.64, 14.92 RT. a 350.00' Q I E.C. STA. 17+03.79, 1&00 LT, STA. 17+03.37 353.28' PARKING AREA 6' THICK CONCRETE -SEE DETAIL "1" ON SHEET 5. INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF I _ i J I N 9 { PURPOSED SOUTH °d�o' W J zd FLO RY TUR :0 y 1.2 -vd4 w oo jl ' _n w� 58 ♦zW Na - �dzzFd` APPROQ EXISTING P RPOSED NOI TH �' SV W > � O%BAIE� n �Vc3d - - w.. CEN a h a WLX4E OF PORARY TURN v � m E O CENTRLINE- + 115 ri o - a n LLS LL m LLS 1 I z z n IND IF_ c15 . V �? ,, (DAYLIGHT 12 _ % 54 1 ��.� _ o+ _ v '$ m cA S- 25R I 'o Pi n ., T T 7 IS NOT U m" a vii i st 4:1 MAX APPftO IMATE E%19 NG - - ci "' z'%�` I s '_L APrKu%IMA1E Eq RN✓ a-- 3 0.5 1 -1 GRADE,* CENTERL MUNE Y- PROPOSED SOUTH MUNE -FUTURE _ SOUTH WLINE �■ (TO BENSTRDGTED o■ I I ' o N rn �n $. SOUTH I DAYUGHT 78� ►� __._ __.�_ -�_ 1 S=_D�25� F. 40 MAX '0.51% I 1 �jNORTH WLINE f ( PROPOS D NORTH FlrDYA.INE _ PROPOS NORTH FlOWLNE FUTURE I (TO BECONSTRUCTED; 0.o I s N NORTH ! v IN TRACT 7N9) Oka I I mo=t i 14+25 15+00 16+00 oo' vERT. cuRWE 364 362 360 358 356 354 352 350 348 346 17+00 18+00 19+00 20+00 21+00 22+00 364 © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 362 immommmmomm TRACT BOUNDARY UNIT BOUNDARY 360 , / / PARKING AREA - SEE CONSTRUCTION NOTE 6. 358 Ol CURVE NUMBER FOR CURVE DESCRIPTION 356 ® ITEM OF WORK - SEE SCHEDULE 1l FACE OF CURB STATION - SEE TABLE 354 NOT; SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 352 PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 350 SECTION DESIGNATION: SECTION LETTER 346 A ------ - 346 2 23+00 24+00 - SHEET WHERE SECTION IS SHOWN NOTES: 14+25 LEX GROUND 15+00 A.C. PAVEMENT 16+00 LCL 2 AGG.BASE TEMPORARY TURN -AROUND SECTION RC1 NOT TO SCALE N.T.S. 2 ItLS�I4 E:?:S�I4, EXPANSION JOINT AT SIDEWALKS. 6" CONCRETE WALK. �----i WHERE OCCURS. -' ••-•�� (BLL ULIFML JHf t HOI N CLASS "B' CONCRETE (5 SACK} EXPANSION JOINTS EA. 30' " WEAKENED PLANE JTS. EA. 15'C 5' JL ' POUR ON COMPACTED SUBGRADE I o - CL 2 AGG.BASE 6" CONCRETE CURB - DETAIL "2" N.T.S. 19+00 20+00 21+00 F.O.C. STATIONING TABLE REF NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. 1 P.R.C. STA. 16+00.14, 15.09 LT. STA. 16+05.10 I 0 P.R.C. STA, 18+07.48, 1&00 LT. STA. 16+12.80 354.04' ❑3 B.G. STA. 21+1273, 1&00 LT. STA. 21+1227 35276' ® P.R.C. STA 21+19.87, 15.00 LT. STA 21+20.23 352.68' ❑5 P.R.C. STA 21+19.87, 15.00 RT. STA 21+24.50 352.68' 6 15 B.C. STA, 21+1273, 18,00 RT. i N M ❑7 P.C.C. STA. 16+00.59, 18.00 RL STA. 15+98.22 354.05' ® P.R.C. STA. 15+93.64, 14.92 RT. STA. 15+90.04 350.00' Q I E.C. STA. 17+03.79, 1&00 LT, STA. 17+03.37 353.28' PARKING AREA 6' THICK CONCRETE -SEE DETAIL "1" ON SHEET 5. INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF N 9 { PURPOSED SOUTH °d�o' W J FLO RY TUR :0 y 1.2 -vd4 58 Na NOT 661 APPROQ EXISTING O%BAIE� MISTING° �Vc3d - - CEN E O CENTRLINE- 115 1 I ,, (DAYLIGHT _ % 54 1 ��.� S- 25R I T T st 4:1 MAX 0.5 1 MUNE S PROPOSED SOUTH MUNE -FUTURE _ SOUTH WLINE �■ (TO BENSTRDGTED o■ I o N rn �n $. SOUTH I -______ __._ __.�_ -�_ 1 F. I 1 I 14+25 LEX GROUND 15+00 A.C. PAVEMENT 16+00 LCL 2 AGG.BASE TEMPORARY TURN -AROUND SECTION RC1 NOT TO SCALE N.T.S. 2 ItLS�I4 E:?:S�I4, EXPANSION JOINT AT SIDEWALKS. 6" CONCRETE WALK. �----i WHERE OCCURS. -' ••-•�� (BLL ULIFML JHf t HOI N CLASS "B' CONCRETE (5 SACK} EXPANSION JOINTS EA. 30' " WEAKENED PLANE JTS. EA. 15'C 5' JL ' POUR ON COMPACTED SUBGRADE I o - CL 2 AGG.BASE 6" CONCRETE CURB - DETAIL "2" N.T.S. 19+00 20+00 21+00 F.O.C. STATIONING TABLE REF NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. [i P.R.C. STA. 16+00.14, 15.09 LT. STA. 16+05.10 354.01' 0 P.R.C. STA, 18+07.48, 1&00 LT. STA. 16+12.80 354.04' ❑3 B.G. STA. 21+1273, 1&00 LT. STA. 21+1227 35276' ® P.R.C. STA 21+19.87, 15.00 LT. STA 21+20.23 352.68' ❑5 P.R.C. STA 21+19.87, 15.00 RT. STA 21+24.50 352.68' 6 15 B.C. STA, 21+1273, 18,00 RT. STA, 21+16.55 352.76' ❑7 P.C.C. STA. 16+00.59, 18.00 RL STA. 15+98.22 354.05' ® P.R.C. STA. 15+93.64, 14.92 RT. STA. 15+90.04 350.00' Q I E.C. STA. 17+03.79, 1&00 LT, STA. 17+03.37 353.28' 0 23+00 F.O.C. STATIONING TABLE (CON'T) REF NO. DESCRIPTION C.I. STATION F.O.C. STATION T.C. ELEV. 1 EG STA. 17+03.79, 18.00 RT. STA. 17+07.61 353.28' 11 P.R_C- STA. 22+38-15, 1500 RT. STA. 22+44.41 352.74' lz F.C. STA. 22+45.29, 18.00 RT. STA. 22+52.36 352.75' 13 UNIT BOUNDARY STA. 23+39.01 18.00 RT. STA 23+46.08 352-99' 14 P.R.C. STA 22+38.15, 15,00 LT. STA 22+40.14 352.74' CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 15 E.C. STA, 22+45.29, 18,00 LL STA 22+48.09 352.75' 16 UNIT BOUNDARY STA 23+39.07, 18.00 [,T STA, 23+4L81 35299' 364 CURVE RADIUS LENGTH 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS C1 80.00' AND DETAILS. 362 11'5356' C2 10.00' 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B" A.C. OVER 46'21'45 C3 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE 360 4.05 COMPACTED TO 95% RELATIVE DENSITY PER 0,0:6. STD. ST -9. CA 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER 358 18'23'39' C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 10.00' CONSTRUCTION NOTES: 356 O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 354 O CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3. .r2 O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 109.39' 55.24' CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED 350 ® ,STANDARD PLAN R.S.P. A88A-CASE F - DETAIL "4" ON SHEET 6. 4.07' ®CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "2" ON SHEET 3. 346 © PARKING AREA 6' THICK CONCRETE -SEE DETAIL "1" ON SHEET 5. INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF 346 O TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. 24+00 REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE /® CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL 03". ON SHEET 5. LE (y } CONSTRUCT TYPICAL STREET BULGE^SEE DETAIL_:5"_0N_,5_HEETT 5� CURVE TAB CURVE RADIUS LENGTH TANGENT DELTA C1 80.00' 16.61' 6.34' 11'5356' C2 10.00' &WP 4.28' 46'21'45 C3 10.00'200' 7.70' 4.05 44'Or5r CA 28 SKIT 45.66' 18'23'39' C5 10.00' 7.95 4.20' 453423" C6 25.00' 39.27' 25.00' 9000'00 07 318.00' 109.39' 55.24' 19'42'34' C8 10.00' 7.79 4.07' 44-17-1r RN s 9 �Y -i � V 4 eV/ SEE SHEET 2R { . WAY :.:. (PRIVATE 9+80.00 SCALE: 1" y ' HORIZONTAL SCALE: = 4! VERTICAL A ROPO 1r D ACT 72-99 CURVE TABLE CURVE RADIUS LENGTH TANGENT 39 Cl 42.00' 192.71' u 262°53'25" C. 37.09' m" 22.99' 63°42'08" C3 3PNY y Ir PE 1911'17' C4 25.00' 3 27` 25.60° 90'OO°00" C5 25.00' 24.86' R 5658°30" ® 37.Ofl' /a m 19'S59t" C7 80.00' 121.07' 75.53 80'42'26' � C6 37.00' 31.03' 16.49' 48'0741" ' C10 Cli 43.00' 74.00' caq cis.: 2 �.: 3a°Ts"`I 19`55'91' 884226' Cl e. g C13 4300' 42.00' /r v 40.91' 24'01'20" 27i30'48'V C14 37.00' 34.41' w' o 53'1652 cls 500.00' 42.0'x' 21.04' 1 94.49'05" STA. 11+88.711 1&00 RT. STA 10+23.68, 18.00 RS r a` ay r � o00 STA 10+70.82, 98.00 LT. sTA 10+68.69 352.83' J a<c MMM I ex r 1 ah z SEE SHEET 2R { . WAY :.:. (PRIVATE 9+80.00 SCALE: 1" y ' HORIZONTAL SCALE: = 4! VERTICAL A ROPO 1r D ACT 72-99 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 42.00' 192.71' 47.56' 262°53'25" C. 37.09' 41AC 22.99' 63°42'08" C3 3PNY 10.05' 5.07' 1911'17' C4 25.00' 3 27` 25.60° 90'OO°00" C5 25.00' 24.86' 13,57' 5658°30" ® 37.Ofl' 12.88' 6.50' 19'S59t" C7 80.00' 121.07' 75.53 80'42'26' � C6 37.00' 31.03' 16.49' 48'0741" ' C10 Cli 43.00' 74.00' 14.95` 111.99' .4`26' 7.55' 69.66' 3a°Ts"`I 19`55'91' 884226' Cl e. g C13 4300' 42.00' 18.03 199.03 40.91' 24'01'20" 27i30'48'V C14 37.00' 34.41' 18.50` 53'1652 cls 500.00' 42.0'x' 21.04' 1 94.49'05" '�l LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT GN VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BOB BEGIN CURB RETURN PI POINT OF INTERSECTION FOR END CURB RETURN PRC POINT OF REVERSE CURVATURE SO BEGIN CURVE RCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB DISC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE PC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT EOX, FACE OF CURB CfG CURB AND GUTTER P.A.F.L, PARKING AREA FLOW LINE IN AP), FURNISH IN INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT. + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B° STANDARD OR APPROVED EQUAL.. (SEE DETAIL "7" ON SHEET 6) -- FURNISH& INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP "S5-2" - END SCHOOL ZONE "R6-1" - ONE WAY "W31(CA)" - END "R5-1" - DO NOT ENTER "R26(CA)" - NO PARKING "W14-1" - DEAD END "R3 -5R" - RIGHT TURN ONLY *W14-2' - NO OUTLET "R4-7" - KEEP RIGHTW1-7 - DOUBLE ARROW "R81(CA)" - BIKE LANE "W1-6" - SINGLE ARROW "W3-3" - SIGNAL AHEAD "WI -l" - CURVE ARROW STORM DRAIN - REFER TO SEVI=R Be STORM DRAIN PLANS STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5 OPENING PER C.O.B. STT), D-14, UNLESS NOTED OTHERWISE. F i CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING 364 _._ ___ - --- -- - --- - - - - - - - 364 I I 362 - -- - h 1 362 360 LI t z m a�> �360 c I ��...-.---- wwJ ( E iw rn ad w mr -a4wri w ( c 356 i �>6y.i wwx trNi I - -c i1 a�.: are oz aacae y 358 ® a: m v 356 356 APPROXIMATE EXSTING4 a PROXINAIE 57fN5 v z wowcm GRADE 0 CEN UNEBADE 8TERLIN 354 354 048% 352 s 577 - -- 352 5=-0. %P ANPOSED T FLpm9N t v 350 :� '---- �- --�- , ��±n � ax ux PR DIED rifST.FLOYAJNE .a,.�a.. �.,+,.: .�..a_.",..n...�-a..,d....^,..��..-.s....,^..� 350 it II 1I u n _ v � w��J w sw Gaw J -I J J1 J J ----.1 -_. ----. a .- 346 - - i 346 344 -- -1----- 344 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 364 - 364 362 r 4 ! -E - �j - - - t-- + _� 362 i .m-.enzw ZI m -? °'�-' , o� w m w a°' al --___ a. _ 360 w N N > m m w M - M n N m M 360 Ai a- LL sw n Oi» J 1 w}n i. �uw'S O,aWtE3 romrati : J m < .��-nw1R z> z>u) �'_°+w4 ,Ca�I ' �. .✓' yISM WUr cJ`ma v mr zm ,V..-mO-:v�•- Ifq" 1 aa. W 358358 arZ 4N - Nm 4 1 356 < 356 � 1 CK APPROXIMATE EXiSBNG a:. aM nwz =nmti za ua f/GRADE CEPI7ERIJNE -� w m ¢0.2Jw5% -w IS rri w 'mn GRkDE - aam APPROXIMATE EXSTING 0 CENiEiMNE n 8z- 354364 S-0.252, S=-025% S_Ds05% 5 - - - 352302VJ z wt S=pp DIED fA ELOWllNE S= At PROPOSED EAST RUNNING 350 ----- ---- -- 350 348 _ 48 JJw J D AS I I n4`Y as ' b 346 - - - - - 346 '-- _ _---___� _.._ _ _ 344 344 _._ _ _ - _1 -- -- I---- I 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 REV.'SIONS APPROVED: BLANE NEPTLNE R.C.E. 55102 C.Q.B. STATIONING TABLE (CONT'D) STATIONING TABLE (CONT'D) STATIONING TABLE REf N0. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. REF N0. DESCRIPTION _._-.-.._-I--.C_ STATION CL STATION F.0 C STADDN T.C. ELEV. REE N0. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. ® B.C. STA. 95+70.8&, 98.Q0 RT. STA 95472.92 359.76` 1© GRAD€ BREAK STA. 95+5292, 98U0 RT. SfiA. 95+54.40 351.$5' A 0 B.C. STA. 11+91.71, 18.00 LT. STA. 11+89.57 352.53' 7© ® EC. STA. 13+28.45, 18.00 HE STA. 13+30.73 35241' ® B.C. STA. 95+5212, NEW) LT. STA. 15+53.23 351.85 0 it ■ ■ ■ s ■ ■ 2 P.R.C. STA. 11+98.$5, 15.00 LT. STA. 11+93.53 352.59' P,R.C. STA. 13+21.34, 15.00 RT. STA. 13+22.78 35236' 5 4, P.R.C. 5Th 15+64.72, 20.21 L7. STA. 95+66.10 35L81' P.R.C. STA. 13+21.31, 15.00 LL STA. 13+21.61 352.43' 9 F.R.C. STA. 11+95.85, 15.00 RL STA. 11+9569 35259' 151 P.R.C. STA. 16465+31, 23.83 LT. STA. 16+87.15 35153' ��_ 41 ® E.C. SIA. 13+28.45, 18.00 1.1 P.R.C. STA. 15+77.78, 15.00 ftT. STA. 13+2951 STA. 15+80.88 35241' 351.67` �' 11 B.C. EG STA. 11+88.711 1&00 RT. STA 10+23.68, 18.00 RS STA. 11+87.74 STA 10+2270 352.53' 35283' ay _ 9 EC. STA 10+70.82, 98.00 LT. sTA 10+68.69 352.83' g 364 _._ ___ - --- -- - --- - - - - - - - 364 I I 362 - -- - h 1 362 360 LI t z m a�> �360 c I ��...-.---- wwJ ( E iw rn ad w mr -a4wri w ( c 356 i �>6y.i wwx trNi I - -c i1 a�.: are oz aacae y 358 ® a: m v 356 356 APPROXIMATE EXSTING4 a PROXINAIE 57fN5 v z wowcm GRADE 0 CEN UNEBADE 8TERLIN 354 354 048% 352 s 577 - -- 352 5=-0. %P ANPOSED T FLpm9N t v 350 :� '---- �- --�- , ��±n � ax ux PR DIED rifST.FLOYAJNE .a,.�a.. �.,+,.: .�..a_.",..n...�-a..,d....^,..��..-.s....,^..� 350 it II 1I u n _ v � w��J w sw Gaw J -I J J1 J J ----.1 -_. ----. a .- 346 - - i 346 344 -- -1----- 344 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 364 - 364 362 r 4 ! -E - �j - - - t-- + _� 362 i .m-.enzw ZI m -? °'�-' , o� w m w a°' al --___ a. _ 360 w N N > m m w M - M n N m M 360 Ai a- LL sw n Oi» J 1 w}n i. �uw'S O,aWtE3 romrati : J m < .��-nw1R z> z>u) �'_°+w4 ,Ca�I ' �. .✓' yISM WUr cJ`ma v mr zm ,V..-mO-:v�•- Ifq" 1 aa. W 358358 arZ 4N - Nm 4 1 356 < 356 � 1 CK APPROXIMATE EXiSBNG a:. aM nwz =nmti za ua f/GRADE CEPI7ERIJNE -� w m ¢0.2Jw5% -w IS rri w 'mn GRkDE - aam APPROXIMATE EXSTING 0 CENiEiMNE n 8z- 354364 S-0.252, S=-025% S_Ds05% 5 - - - 352302VJ z wt S=pp DIED fA ELOWllNE S= At PROPOSED EAST RUNNING 350 ----- ---- -- 350 348 _ 48 JJw J D AS I I n4`Y as ' b 346 - - - - - 346 '-- _ _---___� _.._ _ _ 344 344 _._ _ _ - _1 -- -- I---- I 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 REV.'SIONS APPROVED: BLANE NEPTLNE R.C.E. 55102 C.Q.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. a, SEWER - REFER TO SEWER & STORM DRAIN PLANS SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS TRACT BOUNDARY A UNIT BOUNDARY <z PARKING AREA - SEE CONSTRUCTION NOTE 6. j CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK - SEE SCHEDULE 0 FACE OF CURB STATION - SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING AS PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. SECTION DESIGNA71ON: SECTION LETTER -- - - - SHEET WHERE SECTION IS SHOWN NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS, 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TME "B" A.C. OVER 0.40° AGGREGATE BASE OVER 0.50' COMPACTED OG. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.0.6. STD. ST -9. 3, ALL CATCH BASINS. TO BE TME "A" WITH 3.5' OPENINGS PER G.O.B. STD. D-14, UNLESS NOTED OTHERWISE. CONSTRUCTION NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER CA.B, STD ST -1 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 n INSTALL STREET SIGN. PER C.O.B. STANDARD DETAIL T-1. V CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE F - DETAIL °4" ON SHEET 6. CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT L.t AND 6" REVEAL PER DETAIL "2" ON SHEET 3. PARKING AREA 6" THICK CONCRETE -SEE DETAIL "1" ON SHEET 5. INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 5. CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "5" ON SHEET 5. `f-Vf� 0 A <z rn m ua M5 , . m ,v .n a 0 Q0 m rn Z O Q _l 4, o 0 a � m rc r N ° h ay 6 g ah z I I �s N a F Z W > @ N QJ @ ►^ o It - €-@ a w 0 @cc � q I � G r c W m U. 0 r1 R 01 O S E DR -A/ , j 7299/ 1 ■ 14 13 12 11 1 ■ t � 1 I I I I r I I •■ ■ / ■■��>] 1`1 TX25 BM 1. i i u f� 11 I I I I ! ■ �S boom of an an ME 2 no no 07 ME DAN no on ED as, In 18 23 —+24 o �li 21 22 _( 4' SIDEWALK n v: i Y -IJ td I 1 I ". �Jci i J s7' I ■ '�'� L,j t , �U.' n 7'j �+ a a ' ( r.7' u: W I .�.. s3,-'.: yy�� E r TN- f " N o 4[E fft(gPER Ff L`AAP~ � �� �.l ° ;n zc? ti J' �.4 .- cumin !M 1 `i vc t c7' ^'aa bl o�n �J wU pl 7'J 67' oli ! ®e +++ L�I D® >d�:~� rv: n ties fn^ ti u: _^..•^tyl .-.--y � 5 1'N uji pn v: << s: � mmrc+-I ,(z7' r.:` -h u.l "■ z.�cisw �blr p-./� 1-. `\/i'nI'`-2 � -p�. ---• l ,%` ®�I _. y�% wZLT*'q SSedn-T�"Yr ' W i A IG +>++0teR}I +I4 + ^ T! R ROSS 55 Q&A 1\ 6 r74l'l,i (°)i I 8 � EASPrAPI PEF: 1 t �z t I( k 3 nt r 3; 17 1 7'J m h r / ((tfffJ eriEs°—rr in U epi, c>ie w vri r i 1 I f ' FARINGFORD LANE (PRIVATE STREET) (STA. 10+40.00 G.L. TD 18+61.32 G.L.) SCALE: 1' = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL 2y (Nyi CURVE 14 7'2 Ll V l:l "I I! o 518,09' s00.D0'10687' 98.07' ~�I 10'54'52` 1214'22" r 48ZW M ui� 51.68' SII a 42,00, 3a� ELEVATION G5 3IrGID, 19 69 1 'C&" CB 19.06' N 4.20' 45'3423^ M® P N 1 .E3' C8 10.00' 7.91 4.22' ,_ C9 51ZW 40,27' 20.15' 04'30'25" CID 51200' 41.10' 20.58' 04'35'57" CU 486.00' .104.25' 5232' / ((tfffJ eriEs°—rr in U epi, c>ie w vri r i 1 I f ' FARINGFORD LANE (PRIVATE STREET) (STA. 10+40.00 G.L. TD 18+61.32 G.L.) SCALE: 1' = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL 2y (Nyi CURVE 14 7'2 Ll V l:l "I I! o 518,09' s00.D0'10687' 98.07' ~�I 10'54'52` 1214'22" � n1 48ZW M ui� 51.68' SII a 42,00, 3a� ELEVATION G5 3IrGID, 19 69 Z.69' 'C&" CB 19.06' 795' 4.20' 45'3423^ FOR END CURB RETURN N 1 .E3' C8 10.00' 7.91 4.22' ,_ C9 51ZW 40,27' 20.15' 04'30'25" CID 51200' 41.10' 20.58' 04'35'57" CU 486.00' .104.25' 5232' 1214122' 13 51200' �4 54.90' 1214'22" Ci3 488.00' 38.72' 19.37' 12 vw 488.00' SS • 06'49'32" v N��� SS�,SS SS NSSn11 EDGE OF PAVEMENT Q®�a �<�enen ■ F.O.C. MSS � CURB AND GUTTER m P A.F.L. PARKING AREA FLOW LINE jt++ lIz ®) FURNISH & INSTALL , MONUMENT PER C.O.B. STD. ST -13. IIII IIII�`�I'IlII �II IIIl,�lrt�lll�Il�®� EXISTING SURVEY MONUMENT I I W 61, d l c7' aq-r4->¢ I ■ 1 X0.1 SSm FURNISH & INSTALL SIREET SIGN PER C.O.B. STD. T-1. 1 S— 12+00 13+00 14+00 15+00 16+00 17+00 18+00 sm 12+00 13+00 14+0 15+00 16+00 LEGEND: CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 C2 518,09' s00.D0'10687' 98.07' 49,18' 53.61' 10'54'52` 1214'22" C3 48ZW 10298 51.68' 1214'22" a 42,00, 4f)"'S ELEVATION G5 3IrGID, 19 69 Z.69' 'C&" CB 19.06' 795' 4.20' 45'3423^ FOR END CURB RETURN N 1 .E3' C8 10.00' 7.91 4.22' 464744" C9 51ZW 40,27' 20.15' 04'30'25" CID 51200' 41.10' 20.58' 04'35'57" CU 486.00' .104.25' 5232' 1214122' Of 2 51200' 109.37' 54.90' 1214'22" Ci3 488.00' 38.72' 19.37' 04'32'45" C14 488.00' 79.17 37.Bfi' 06'49'32" LC STANDARD OR APPROVED EQUAL. (SEE DETAIL "7' ON SHEET 6) 1—e —�— FURNISH & INSTALL STREET LIGHT --9500 LUMEN PER C.O.B. STD. ST -14. " EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS , R1-'1 FURNISH IS INSTALL TRAFFIC SIGNS PER C.G.B, STD. T-19: c -— "R1-1" — STOP"55-2" —END SCHOOL TONE ¢ L 'R8-1' — ONE WAY w "R5-1" — DO NOT ENTER "W31(CA)' - END aE! 'R26(CA)" — NO PARKING "W14-1" —DEAD END "R3 -5R' — RIGHT TURN ONLY °W14-2" — NO OUTLET L 'R4-7' — KEEP RIGHT"W1-7" — DOUBLE ARROW i °R81(CA)' — BIKE LANE 'NI — SINGLE ARROW L 'W3-3' — SIGNAL AHEAD 'W1-1' — CURVE ARROW -- 9 STORM DRAIN — REFER TO SEWER & STORM DRAIN PLANS e 0 STORM DRAIN MANHOLE — REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT TWE "A" CATCH BASIN WITH 3.5' OPENING PER,ti C.0.8. STD, D-14, UNLESS NOTED OTHERWISE CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5' OPENING PER °� 21 C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED STIFFENS E? 6y Z a SEWER — REFER TO SEWER At STORM DRAIN PLANS Pq C SEWER MANHOLE — REFER SEWER & STORM DRAIN PLANS. �1SAG SEWER CLEANOUT — REFER TO SEWER IS STORM DRAIN PLANS. ■■ 0 I IN sum TRACT BOUNDARY ., _... ' UNIT BOUNDARY G SCALE: 1" = 40' 40' 2.0' 0' 40' 80' ,'% PARKING AREA — SEE CONSTRUCTION NOTE & mum= Im 1 CURVE NUMBER FOR CURVE DESCRIPTION 'N ITEM OF WORK — SEE SCHEDULE ® FACE OF CURB STATION — SEE TABLE NOTE: g SEE CALTRANS TRAFFIC MANUAL FOR DETAILS, ALL PERMANENT s STRIPING & PAVEMENT MARKINGS TO BE THERMOPLAS11C PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD, ALL TEMPORARY STRIPING SHALL BE NON—THERMOPLASTIC. °- f� STATIONING A13BREMATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERi7N£ BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN R POINT OF INTERSECTION FOR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TO TOP OF CURB FIVE POINT OF INTERSECTION TP TOP OF PAVEMENT ja OF VERTICAL CURVE EC FINISH CONCRETE P.D.C. POINT ON CURVE FC FINISHED CONCRETE P/L PROPERTY LINE R/W RIGHT—OF—WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB CfG CURB AND GUTTER m P A.F.L. PARKING AREA FLOW LINE lIz ®) FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. IIII IIII�`�I'IlII �II IIIl,�lrt�lll�Il�®� EXISTING SURVEY MONUMENT + FURNISH & INSTALL SIREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. —<:''— FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.D. LC STANDARD OR APPROVED EQUAL. (SEE DETAIL "7' ON SHEET 6) 1—e —�— FURNISH & INSTALL STREET LIGHT --9500 LUMEN PER C.O.B. STD. ST -14. " EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS , R1-'1 FURNISH IS INSTALL TRAFFIC SIGNS PER C.G.B, STD. T-19: c -— "R1-1" — STOP"55-2" —END SCHOOL TONE ¢ L 'R8-1' — ONE WAY w "R5-1" — DO NOT ENTER "W31(CA)' - END aE! 'R26(CA)" — NO PARKING "W14-1" —DEAD END "R3 -5R' — RIGHT TURN ONLY °W14-2" — NO OUTLET L 'R4-7' — KEEP RIGHT"W1-7" — DOUBLE ARROW i °R81(CA)' — BIKE LANE 'NI — SINGLE ARROW L 'W3-3' — SIGNAL AHEAD 'W1-1' — CURVE ARROW -- 9 STORM DRAIN — REFER TO SEWER & STORM DRAIN PLANS e 0 STORM DRAIN MANHOLE — REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT TWE "A" CATCH BASIN WITH 3.5' OPENING PER,ti C.0.8. STD, D-14, UNLESS NOTED OTHERWISE CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5' OPENING PER °� 21 C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED STIFFENS E? 6y Z a SEWER — REFER TO SEWER At STORM DRAIN PLANS Pq C SEWER MANHOLE — REFER SEWER & STORM DRAIN PLANS. �1SAG SEWER CLEANOUT — REFER TO SEWER IS STORM DRAIN PLANS. ■■ 0 I IN sum TRACT BOUNDARY ., _... ' UNIT BOUNDARY G SCALE: 1" = 40' 40' 2.0' 0' 40' 80' ,'% PARKING AREA — SEE CONSTRUCTION NOTE & mum= Im 1 CURVE NUMBER FOR CURVE DESCRIPTION 'N ITEM OF WORK — SEE SCHEDULE ® FACE OF CURB STATION — SEE TABLE NOTE: g SEE CALTRANS TRAFFIC MANUAL FOR DETAILS, ALL PERMANENT s STRIPING & PAVEMENT MARKINGS TO BE THERMOPLAS11C PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD, ALL TEMPORARY STRIPING SHALL BE NON—THERMOPLASTIC. °- f� SECTION DESG ATI SECTION LETTER SHEET WHERE SECTION IS SHOWN — m NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 2. LOCAL STREETS — PAVEMENT TO BE 0.20' TYPE 'B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.0.8. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE 'A" WITH 3.5 OPENINGS PER CJ0LB. STR D-14, UNLESS NOTED OTHERWISE. C NURU0 ON NOTES: 0 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 I CONSTRUCT 5' DETACHED STANDARD TWE SIDEWALK PER C.O.B. STD ST -3 ` INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1, 4 CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. ABSA—CASE F — DETAIL "4" ON SHEET 6. i (�5) CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "2' ON SHEET 3. PARKING AREA 6" THICK CtNJCRETE-..SEE DETAIL "1" ON SHEET 5. INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN NTH CONSTRUCTION OF ADJACENT PHASE. CONSTRUCT TYPICAL STREET CORNER — SEE DETAIL 03' ON SHEET 5. 9 CONSTRUCT TYPICAL STREET BULGE — SEE DETAIL "5' ON SHEET 5. 1 REVISIONS-'PPROVED: i FIANF f PTUNE JAT<' O E ss s2 t !N z'C-KO-1 :H Li,1EQ I— -�sC)a- p1 ;". x1mmaggslocs-umm STATIONING IIII IIII IIIBRI VIII 1 II III N I " ORD LANE ja STA. 18+61XI 18.00 RT m IIII IIII�`�I'IlII �II IIIl,�lrt�lll�Il�®� IaWr ■RI!1�1�11���� li � I�iiiii�TiliY�l il��■'iitlii'riii���l SECTION DESG ATI SECTION LETTER SHEET WHERE SECTION IS SHOWN — m NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 2. LOCAL STREETS — PAVEMENT TO BE 0.20' TYPE 'B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.0.8. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE 'A" WITH 3.5 OPENINGS PER CJ0LB. STR D-14, UNLESS NOTED OTHERWISE. C NURU0 ON NOTES: 0 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 I CONSTRUCT 5' DETACHED STANDARD TWE SIDEWALK PER C.O.B. STD ST -3 ` INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1, 4 CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. ABSA—CASE F — DETAIL "4" ON SHEET 6. i (�5) CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "2' ON SHEET 3. PARKING AREA 6" THICK CtNJCRETE-..SEE DETAIL "1" ON SHEET 5. INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN NTH CONSTRUCTION OF ADJACENT PHASE. CONSTRUCT TYPICAL STREET CORNER — SEE DETAIL 03' ON SHEET 5. 9 CONSTRUCT TYPICAL STREET BULGE — SEE DETAIL "5' ON SHEET 5. 1 REVISIONS-'PPROVED: i FIANF f PTUNE JAT<' O E ss s2 t !N z'C-KO-1 :H Li,1EQ I— -�sC)a- p1 ;". x1mmaggslocs-umm e ® n I I I �SlEASEMENT I PER PWA. t N J I o I t 862 - 362 f— hP fir' N S2 � F ... ' .._._ 7 _-.- 362 v- I END CURVE I TOP OF CURB -- 5` CONCRETE CURB a I J n + ---- '4m 7 �o 1 �m Vti IS C�J�V� -- - - N a - Q 360 ,rmjl N 050' TYPE 'A' CONCRETE n m ti A.P. w I F.O.C. Nm' CfG �Y� i(9 !!) LLL ,A �= ,,•b � m P.A.F.L. d � ti M m J LL �j NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT tm PI 'P It �N' `nen tip: ea AT ' ` EXISPNG SURVEY MONUMENT SECTION DESIGNATION: O\ ci TI= 4,5 R =59 l n� ++ w `^. "m rsi.an p; ".: �I z r — 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS L.J\ m APPROXAMAE r 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE w°'i r%1 ei4i u TP `av~s ,c! a mv'-i in %.+ ,-.-.- eek 4.a .-....- _. i --� 356 ''... �Iwmv a 4Q4 1 w PN PARKING AREA 6" THICK CONCRETE -SEE DETAIL "1" ON SHEET 5. APPROAMA EXISTING -- REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. FINISHED PAD i� m ,-4Ae PL 4' NR WALK - - , - - - 354 352 -- I S= 0.25% I -_ � EASEMENT ( S= 0.25% .._.. 352 ! PER FINAL p FINAL 1 PROPIDOD SWTB 352 350 - pl I i II; IIIc a qu '- MAP5S2 350 348 --- --� _ _-_-_-_ 1 -- - 9 ■ 48 { 3 ■ 350 I ■ 346 w-:4— � — I --- 1 - ■ _ _.. 346 I ! z FINISHED PAD 348 i _ 1 3481-` iAA------ NORTHI{{ . SOUTH N"w �� 11+00 30 9 9 B Y -1 ® X SIDEWALK BVC I 2, 8, �SlEASEMENT I PER PWA. mt N MAP BEGIN CURB RETURN N ■ t 862 - 362 f— hP fir' Z S2 ._-.__ ,... _. ■ a� ... ' .._._ 7 _-.- 362 v- I END CURVE I TOP OF CURB -- 5` CONCRETE CURB a I J n + ---- '4m 7 �o I t Ij^'- wlmm I I a In P1 I 7 STONETHWAITE LANE (PRIVATE STREET) (STA. 10+00.00 C.L. TO 12+38.58 Cl.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL CURVE TABLE 1 6 SHF � uQi .nm 364 - - T-..-_-� — BVC I 2, 8, FILTER I 364 END VERTICAL CURVE I g• 7` 13' BCR BEGIN CURB RETURN PI ■ 1 2` 6 SHF � uQi .nm LLI III 364 - - T-..-_-� — BVC I 2, 8, FILTER I 364 END VERTICAL CURVE I g• 7` 13' BCR BEGIN CURB RETURN PI ■ 1 2` 862 - 362 f— - _ , �. PROPOSED I S2 ._-.__ ,... _. ■ T ... ' .._._ 7 _-.- 362 v- I END CURVE I TOP OF CURB -- 5` CONCRETE CURB a I ( 360 ' 1 + ---- TOP OF PAVEMENT ---- '4m LLI III 364 - - T-..-_-� — BVC I 2, 8, FILTER I 364 END VERTICAL CURVE I g• 7` 13' BCR BEGIN CURB RETURN PI ■ 1 2` 862 - 362 f— - _ , �. PROPOSED I _ ._-.__ ,... _. ■ 362 ... ' .._._ 7 _-.- 362 I EC END CURVE I TOP OF CURB -- 5` CONCRETE CURB a I ( 360 ' 1 + ---- TOP OF PAVEMENT ---- '4m r OF VERTICAL CURVE I �m 360 -- - -. _ -.. -- - - N a - ■ 360 ,rmjl N 050' TYPE 'A' CONCRETE n m ti A.P. w S F.O.C. Nm' CfG M i(9 !!) LLL ,A �= ,,•b � m P.A.F.L. d � wl AREA DETAIL 1®118 SCALE:1"=10' NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT (PRIVATE STREET) 358 It �N' MONUMENT PER C.O.B. STD. ST -13. SCA( F: I" =5 ' ` EXISPNG SURVEY MONUMENT SECTION DESIGNATION: 358 SECTION LETTER - TI= 4,5 R =59 A 356 6 a ■ �I z r — 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS -- - -- 356 m APPROXAMAE EXISTING 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. u TP C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 356 ;apCONSTUCTION `tel CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 — .. w ( _. __.. --° — --� 356 ''... w mi o - " a r r a w PN PARKING AREA 6" THICK CONCRETE -SEE DETAIL "1" ON SHEET 5. APPROAMA EXISTING -- REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. FINISHED PAD 354 -- F m - _ GRADE AT TOWNS a m _ m-< . _ _- - - --- - - , - - - 354 352 -- I S= 0.25% I -_ � ( S= 0.25% (s 352 ! • r ii ---- PROPIDOD SWTB 352 350 - pl I i II; IIIc a qu PROPOSED NORTH R.O1M1N 350 348 --- --� _ _-_-_-_ 1 -- - ---� ■ 48 { 3 ■ 350 I ■ 346 � — I --- 1 - ■ _ _.. 346 I ! z FINISHED PAD 348 i _ 1 3481-` iAA------ _ ■ 346 346 ■ A �_ _- ! 344 10+00 11+00 12+00 13+00 10+00 11+00 12+00 13+00 364 - - T-..-_-� — BVC BEGIN VERTICAL CURVE 2, 8, FILTER I 364 END VERTICAL CURVE I g• 7` 13' BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 1 2` ECR 362 f— - _ , �. PROPOSED I SC BEGIN CURVE _ a ... ' .._._ 7 _-.- 362 I EC END CURVE TC TOP OF CURB -- 5` CONCRETE CURB a I ( 360 ' 1 + ---- TOP OF PAVEMENT ---- '4m r OF VERTICAL CURVE - �m 360 P,O.C. POINT ON CURVE Iii IT TO 95% RELATIVE DENSITY `' PROPERTY LINE ,rmjl N 050' TYPE 'A' CONCRETE n o8A 6' iC! ( M nm A.P. e•1 S F.O.C. `m 358 - CfG M P.A.F.L. z wl AREA DETAIL 1®118 SCALE:1"=10' NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT (PRIVATE STREET) FURNISH & INSTALL It �N' MONUMENT PER C.O.B. STD. ST -13. SCA( F: I" =5 ' ` EXISPNG SURVEY MONUMENT SECTION DESIGNATION: SECTION LETTER - TI= 4,5 R =59 A 356 SHEET WHERE SECTION IS SHOWN a �I z r — 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS -- - -- 356 m APPROXAMAE EXISTING 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. NOTES: ;apCONSTUCTION `tel CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCTS' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 UK J.i CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED .CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT 354 PN PARKING AREA 6" THICK CONCRETE -SEE DETAIL "1" ON SHEET 5. WSI(CA) SIGN WITH CM4-3 MARKER AT UNIT BOUNDARY OF — —A -- REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. FINISHED PAD 0 CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 5. MIN. B' BLOCK WAIL T� CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "5" ON SHEET 5. 352 -- I S= 0.25% -_ � ■ 352 (s ® ! • r ii �® PROPIDOD SWTB FLOWUNE 350 - pl I i II; IIIc a qu 350 348 --- --� _ _-_-_-_ 1 -- - ---� ■ 48 { 3 I ■ 346 — I --- 1 - ■ _ _.. 346 i 1 iAA------ _ 10+00 11+00 12+00 13+00 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE 5- STATIONING TABLE - STONETHWAITE LANE BVC BEGIN VERTICAL CURVE 2, 8, FILTER ELEVATION EVC END VERTICAL CURVE I g• 7` 13' BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 1 2` ECR END CURB RETURN PRG POINT OF REVERSE CURVATURE PROPOSED I SC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE A.G. PAMNG 2% EC END CURVE TC TOP OF CURB -- 5` CONCRETE CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT • " -' PER DETAIL ON -— OF VERTICAL CURVE EC FINISH CONCRETE ASY COMPACTED 00, SHEET 4. P,O.C. POINT ON CURVE FC FINISHED CONCRETE TO 95% RELATIVE DENSITY PA PROPERTY LINE RJW RIGHT-OF-WAY 050' TYPE 'A' CONCRETE E.P. EDGE OF PAVEMENT A.P. ANGLE POINT TYPICAL PARKING F.O.C. FACE OF CURB CfG M P.A.F.L. PARKING AREA FLOW LINE ITEM OF WORK - SEE SCHEDULE AREA DETAIL 1®118 SCALE:1"=10' NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT (PRIVATE STREET) FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. SCA( F: I" =5 ' ` EXISPNG SURVEY MONUMENT SECTION DESIGNATION: SECTION LETTER - LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE 5- CL CENTERLINE BVC BEGIN VERTICAL CURVE 2, 8, FILTER ELEVATION EVC END VERTICAL CURVE I g• 7` 13' BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 1 2` ECR END CURB RETURN PRG POINT OF REVERSE CURVATURE PROPOSED I SC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE A.G. PAMNG 2% EC END CURVE TC TOP OF CURB -- 5` CONCRETE CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT • " -' PER DETAIL ON -— OF VERTICAL CURVE EC FINISH CONCRETE ASY COMPACTED 00, SHEET 4. P,O.C. POINT ON CURVE FC FINISHED CONCRETE TO 95% RELATIVE DENSITY PA PROPERTY LINE RJW RIGHT-OF-WAY 050' TYPE 'A' CONCRETE E.P. EDGE OF PAVEMENT A.P. ANGLE POINT TYPICAL PARKING F.O.C. FACE OF CURB CfG CURB AND GUTTER P.A.F.L. PARKING AREA FLOW LINE ITEM OF WORK - SEE SCHEDULE AREA DETAIL 1®118 SCALE:1"=10' NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT (PRIVATE STREET) FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. SCA( F: I" =5 ' ` EXISPNG SURVEY MONUMENT SECTION DESIGNATION: SECTION LETTER - TI= 4,5 R =59 A z SHEET WHERE SECTION IS SHOWN a �I z NOTES: FINISHED PAD 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS, 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. NOTES: ;apCONSTUCTION `tel CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCTS' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 INSTALL STREET SIGN PER C.O.B. STANDARD DET41L T-1. J.i CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED �j STANDARD PLAN R.S.P. A88A-CASE F - DETAIL 44" ON SHEET & .CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT l=1 AND 6" REVEAL PER DETAIL "2' ON SHEET 3, PARKING AREA 6" THICK CONCRETE -SEE DETAIL "1" ON SHEET 5. WSI(CA) SIGN WITH CM4-3 MARKER AT UNIT BOUNDARY OF UINSTALL TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME, REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. FINISHED PAD 0 CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 5. MIN. B' BLOCK WAIL T� CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "5" ON SHEET 5. ® :k 1.. • r ii �® pl I i II; IIIc a qu LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE 5- CL CENTERLINE BVC BEGIN VERTICAL CURVE 2, 8, FILTER ELEVATION EVC END VERTICAL CURVE I g• 7` 13' BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 1 2` ECR END CURB RETURN PRG POINT OF REVERSE CURVATURE PROPOSED I SC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE A.G. PAMNG 2% EC END CURVE TC TOP OF CURB -- 5` CONCRETE CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT • " -' PER DETAIL ON -— OF VERTICAL CURVE EC FINISH CONCRETE ASY COMPACTED 00, SHEET 4. P,O.C. POINT ON CURVE FC FINISHED CONCRETE TO 95% RELATIVE DENSITY PA PROPERTY LINE RJW RIGHT-OF-WAY 050' TYPE 'A' CONCRETE E.P. EDGE OF PAVEMENT A.P. ANGLE POINT TYPICAL PARKING F.O.C. FACE OF CURB CfG CURB AND GUTTER P.A.F.L. PARKING AREA FLOW LINE ITEM OF WORK - SEE SCHEDULE AREA DETAIL 1®118 SCALE:1"=10' NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT (PRIVATE STREET) FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. SCA( F: I" =5 ' ` EXISPNG SURVEY MONUMENT SECTION DESIGNATION: PAFI DETAIL "3" TYPICAL CORNER N.T.S. LOT SIDE S' SIDEd IWALHI—PA R 10' --..-.-_ R=10' SEE DETAIL Y .._._. 15 P.A.F.L. TYPICAL ¢ PRIVATE STREET DETAIL "5„ TYPICAL BULGE N.T.S. _?'_ -6' 12' 12' 8' W- 7' I. 5' I .2 SIDE-- LANDO' SCAPE PARKING w LANE F LANE 4f PARKING LANDSCAPE SIDE- WALK AREA z w z AREA WALK Z z 2% AX. I x P�. 2% MAXPROPOSEO PROPOSED 2% MAX SIDEWALK C'`-`=""'"" T .'� .: 20' A.C. PA49NG SIDEWALK 6" CONCRf7E wJ 0..40' AGG. BASE 6, OG COMP. To 95% 0.50' COMPACTED SUBGRADE V 95% REL. DEN57TY. STREET SECTION A SCAL.E:1"=10° rJ (PRIVATE STREET) WMSP EXHIBIT 4-19 TI=4.5 R=59 ±15' L 60' RIGHT OF WAY LANDSCAPE VARIES VARIES VARIESVARIES AREA 12°_-18' 12'-18' 12'-18' 12°-48° PSS• LANDSCAPE AREA VARIES _ VARIES + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. VARIES VARIES 1 ?' I g• 7` 13' 4-6` 92° 12' G'�6` T -1S• 6, 1 2` R1 -I SIDE- LANDSCAPE PARKING w LANE F LANE PARKING LANDSCAPE SIDE X MIN.I WALK AREA ca z w z o AREA WALK i `r o 2% M MAX. �'C xa. I 2% m rFn o c} 0 2% I sa. 4:i MN "R81(CA)° - BIKE LANE "W3-6` -- SINGLE ARROW MAX. 27 a W 2% MAX. " STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS -— �I REFER TO SEWER & STORM DRAIN PLANS 2M MA PROPOSED SIDEWALK Ii u•`R ^ice i,,i 2="`-= PROPDSED� �� i� P .20' A.C. PAWNG SIDEWALK 2%MAX 8" CONCRETE w/ 0.40' ARC BASE C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWIS s SEWER - REFER TO SEWER & STORM DRAIN PLANS 8" OG COMP. T4 95% 0.50' COMPACTED SUBGRADE SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. . ■ ■ ■ IN ■ asm TRACT BOUNDARY nomw ',mo Via-. RaVm 0 95% REL. DENSITY. PARKING AREA - SEE CONSTRUCTION NOTE 6. STREET SECTION ffiw 1 CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK - SEE SCHEDULE SCALE:1"=10' NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT (PRIVATE STREET) STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALiRANS STANDARD SPECIFICATION PTH-02ALKYD. WMSP EXHIBIT 4-19 SECTION DESIGNATION: SECTION LETTER - TI= 4,5 R =59 A z + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. (SEE DETAIL "7" ON SHEET 6) -�-- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.Q.B. STD, ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS R1 -I FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: �-- "Rt -1" - STOP "R6-1" - END SCHOOL ZONE - ONE WAY "R5 -i" - 00 NOT ENTER 'W31(CA)" -END 'MN4 "R26(CA " - NO PARKING "W14-1" DEAD END "R3 -5R - RIGHT TURN ONLY gW14-2' - NO OUTLET "R4-7" - KEEP RIGHTWI-7 - DOQbLE ARROW "R81(CA)° - BIKE LANE "W3-6` -- SINGLE ARROW "W3-3" - SIGNAL AHEAD VRA 3' - CURVE ARROW -- " STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - �- REFER TO SEWER & STORM DRAIN PLANS ` CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD, D-14, UNLESS NOTED OTHERWISE. CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER4 C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWIS s SEWER - REFER TO SEWER & STORM DRAIN PLANS {S� SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. . ■ ■ ■ IN ■ asm TRACT BOUNDARY nomw ',mo Via-. RaVm Wom AVKm mum UNIT BOUNDARY PARKING AREA - SEE CONSTRUCTION NOTE 6. 1 CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK - SEE SCHEDULE FACE OF CURB STATION - SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALiRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. SECTION DESIGNATION: SECTION LETTER - A z SHEET WHERE SECTION IS SHOWN a �I z NOTES: FINISHED PAD 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS, 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. NOTES: ;apCONSTUCTION `tel CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCTS' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 INSTALL STREET SIGN PER C.O.B. STANDARD DET41L T-1. J.i CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED �j STANDARD PLAN R.S.P. A88A-CASE F - DETAIL 44" ON SHEET & .CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT l=1 AND 6" REVEAL PER DETAIL "2' ON SHEET 3, PARKING AREA 6" THICK CONCRETE -SEE DETAIL "1" ON SHEET 5. WSI(CA) SIGN WITH CM4-3 MARKER AT UNIT BOUNDARY OF UINSTALL TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME, REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. FINISHED PAD 0 CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 5. MIN. B' BLOCK WAIL T� CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "5" ON SHEET 5. GUTTER FLOWUNE TOP OF RAMP -,,4' 2" MIN It, ROUNDED-, • � ------ ------ -1.5% MAX- } 7.5% MAX \",SEE NOTE 8 SECTION A—A f 9) CC, Q, 2.3" MIN To y 2.4" MAX ,*rtr: N CASE F 0.45" MIN AND 0.47 MAX. _ TOP DIA -1 0.9" MIN AND 0.92" MAX_ BASE DIA (; RAISED TRUNCATED DOME CENTER TO w 0. C. CENTER RAISED TRUNCATED DOME PATTERN �IN—LINE) DETECTABLE WARNING SURFACE SEE NOTE 10 CURB RAMP — DETAIL ss Al, SCALE: NONE IN ACCORDANCE WITH CALTRANS STD, A88A DATED JULY 15, 2016 NOTES, 1. AS SITE CONDITIONS DICTATE, CASE A THROUGH CASE A : RAMPS MAY BE USED FOR CORNER r DETAIL DETAIL NOT HAVE TO BE THE SAME. CASE A r O LOCATIONS,MAY BE USED AT MID BLOCK y DICTATE. 1 IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO ACCOMMODATE RAMP AND 4'-2" PLATFORM rSHOWN THE SIDEWALK DEPRESSED LONGITUDINALLY MAY BE WIDENED AS IN CASE r 3, WHEN RAMP IS LOCATED IN CENTER OF CONIFIGURAIION MUST BE SIMILAR TO THAT SHOWNFOR DETAIL 4. AS SITE CONDITIONS DICTATE,! r SIDE OF THE CASE G RAMP SHALL BE CONSTRUCTED IN REVERSED POSITON. 5, IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, BUT THE MINIMUM WIDTH OF THE RAMP SHALL BE 4'-2` 6, SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY FROM A MAXIMUM OF 9S% AT CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP, EXCEPT IN CASE C AND CASE F. T THE ADJACENT SURFACES AT TRANSITIONS AT CURB RAMPS TO ADJOININGGUTTERS, AND STREETS SHALL BE AT THE SAME LEVEL, 6. COUNTER SLOPES OF r ROAD SURFACES IMMEDIATELY ADJACENT TO ► WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT STEEPER THAN rSLOPE DEPTH ! 9. CURB RAMPS SHALL HAVE A !EXTENDS THE FULL WIDTH AND r.. t • r WIDE DETECTABLE WARNING SURFACE MAY BE USED ON r WARNING SURFACES SHALL CONFORM r THE REQUIREMENTS IN THE STANDARD r. SIDEWALK AND RAMP THICKNESS, "T, SHALL BE 3.5" MINIMUM. 11. UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACILITIES WINN THE BOUNDARIES OF R . WTL BE RELOCATED ADJUSTED TO GRADE BY THE OWNER PRIOR TO, OR IN CONJUNCITON WTH, CURB RAMP CONSTRUCTION. 11 DETECTABLE WARNING SURFACES MAY HAVE TO BE CUT TO ALLOWREMOVAL OF UTILITY COVERS WHILE MAINTAINING FULL AND r ` DETECTABLE A -WIDTH 30" ! ANCHOR BOLTSy• •r t ■ t, t uffii STREET LIGHT 5800 LUMEN — DETAIL_ "7„ SCALE: NONE SINGLE FIXTURE (5800 LUMEN) i o, 1 m ��� :- ` ARRINGTON POLE D TOWN - r /C-ONSTRUCTION NOTES: { T } CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCTS 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B, STD ST -3 INSTALL STREET SIGN PER CA.B, STANDARD DETAIL. T-1. 4 CONSTRUCT HANDICAP RAMP PER.CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE F - DETAIL "4" ON SHEET 6. CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "2' ON SHEET 3. PARKING AREA 6" THICK CONCRETE -SEE DETAIL "1" ON SHEET 5. INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL '3" ON SHEET C CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "5" ON SHEET 5.