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HomeMy WebLinkAbout1.1-7302 PH 1 & 2Ft MA 10 7-1. ASPHALT CONCRETE (TYPE 'A'). ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER, ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," OF THE STANDARD SPECIFICATIONS. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE ENGINEER. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS, ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. 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 WHEN PAVING OPERATIONS RESUME. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES B. REMOVAL AND REPLACEMENT C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY THE METHOD 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. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42--2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE GREENBOOK. BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE GREENBOOK WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHAD. NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACE ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED 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 WHEN PAVING OPERATIONS RESUME. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANG, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 967, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER & LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. NOTE: 95% COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. Oak s r r, r.wr .. r •r • .a i ! • • • r r ► • i r •r Iii - • • r r ••` i i a r ra • r is •' i; •' r rirr • •r r ;, •- • • r r r - • a a - - . r r • • r a ,r • ... r t f. • w r • • • - • - r r - ! a • • • i • - • • •• r •r a r • - • • i t rr• � f' f 'f 'f f < • r r r r r ■ ' •i • • sr rf f r . it y r . f f f f f r w ■rid • +� r ! t • f f .y � !f r t 1 • ! * y Q r f f 1 f r • aff r ' � i is f r r r r r t t••• f % r r y STANDARD NOTESII(COWT) 22. IF THIS PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ! -!-NOTICE (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATION NTH CONSTRUC11ON ACTIVITY (SWRCB ORDER N( 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER ! iii•, r A ! NTH STATE WATER RESOURCESCONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE a GENERAL PERMIT . ►...r THAT : S. STORM • - WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, ! ALWAYS BE AVAILABLE FOR PUBLIC INSPEC11ONDURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NC 5F15C377505 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR ! 23. ANY WORK CONNECTINGTO EXISTING PUBLIC FACIU11ES FROM PROPERTY .•• REQUIREENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH DEPOSIT •• A STREET PERMIT. (FOR TRACTS NTH PRIVATE STREETS, PARCEL MAPS IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS) 24. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS 25. PRIOR • PAVING i DESIGN ENGINEER FOR r PROJECT • VERIFY THAT CONDITIONS REMAIN THE SAME AS S• r.wi r SHOULD CONDITIONS BE CHANGA REVISED Pr i THE CITY FOR APPROVAL • DAYS PRIOR TO •. LUMINARIES SHALL BE SOLID STATE LIGHT EMITTING DIODE NTH TWIST LOCK • • !CEH (ORIENTEDNORTH)AND SHALL CONFORMTO THE LATEST CURRENTREQUIREMENTS OF THE OF ! r STREET LIGH11N SPECIFICATIONS CURRENT27. ANY ITEMS IN PUBLIC RIGHT -OF WAY THAT ARE DAMAGED OR DO NOT MEET STANDARDS SET R PUBLIC WORKS REQUIRE REPAIRING AND/OR ► ► . D q. • r CITY ENGINEER. EXCEPTION28. WITH THE OF i ON - AND STREET INSTALLEDLIGHTS SHALL BE AT THE EXTENSIONOF • TO WHERE THEY ARE SHOWN STRUCTURE29. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR EXCEPT ! FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE BE APPROVEENGINEER MAY - r THE SIDEWALKOR OTHER METHOD TO PREVENT EROSIONONTO THE SIDEWALK. 30. PHASES 1 & 2 OF THE STREET IMPROVEMENT PLANS SHALL BE CONSTRUC SIMULTANEOUSLY. INDEX OF SHEETS, 25�4 24 TITL 1. COVER SHEET 2. HIGHGATE GREENS DRIVE i• f .f 3. CAMERTION WAY 10+00.00 i 4. FARINGFORD LANE 10+00.00 5. STONETHWAITE LANE 10+00.00 C.L. TO 12+38.58 6. SECTION DETAILS 3 CITY OF BAKERSFIEL KERN COUNTY CALIFORNIA 41A STREET CO'NSTRUCTION PLANS)4 V STING T NT. T ACT 7302 VICINITY MAP NO PROJECT SCALE: 1 "=200' SHEETr INDEX LEGEND CONT. UNIT R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.Q.B. STD. T-19: TONS "R1-1"- STOP "R6-1" -ONE WAY "S5-2" - END SCHOOL ZONE CUYD "R5-1" - DO NOT ENTER "W31(CA)" -END CUYD "R26(CA)" - NO PARKING "W14 -l" -DEAD END LF "R3 -5R" -RIGHT TURN ONLY �'-? - NO OUTLET LF "R4-7" -KEEP RIGHT " -DOUBLE ARROW SQFT "R81(CA)" - BIKE LANE "�-7" -6 -SINGLE ARROW SQFT "W3-3" - SIGNAL AHEAD "W1-1" - CURVE ARROW - Q STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Q STORM DRAIN MANHOLE -- 5800 LUMEN STREET LIGHTS EA. REFER TO SEWER & STORM DRAIN PLANS EA. CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER CONCRETE PARKING C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER 424 C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. 2490 SEWER - REFER TO SEWER & STORM DRAIN PLANS s PARKING AREA -- SEE CONSTRUCTION NOTE 6. EXISTING TRACT 726 1* t13 X W r LEGEND (CONT.): �1 CURVE NUMBER FOR CURVE DESCRIPTION O ITEM OF WORK -SEE SCHEDULE 1Q FACE OF CURB STATION -SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING &PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. SECTION DESIGNATION: SECTION LETTER _2 SHEET WHERE SECTION IS SHOWN 1. SEE SEWER AND ik DRAIN . x PLANS , fr STORM DRAIN r a • a 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 i ' DENSITY PER C.O.B. STD. • 3. ALL BASINS TO : ' ' OPENINGS t r r C.O.B. ! !-14, UNLESS NOTED OTHERWISE. NOTE:O. O OF PHASE O CONSTRUC11ON RIGHT-OF-WAY, ,t THE CITY CONSTRUCTI INSPEC11ON SHALL BE ` . DEPARTMENTS TELEPHONE •',r SECURITY. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT NTH APPROPRIATE AND INSURANCE l BEEN OBTAINED. 2. ANY FACILITY NOT IN THE PUBLIC RIGHT OF WAY IS TO BE PRIVATELY MAINTAINED I ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD BEEN THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE INANCES, STANDARDS AND SIGN CRITERIA SHALL BE CO CTE DURIN STRUCTION. ,••-ft i ROGER A.McINTOSH R.C.E. DATE IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HERIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. APPROVED rrr.. :, ` i r. PUBLIC WORKS DIRECTOR it.:c. 3 61069 • REVIEWED BY: REVIEWED BY: _ �_ 1--,G 17 TRAFFIC ENGINEER BASIS , BEARINGS: BEARINGTHE OF f f fE SHOWN FOR THE EAST LINE SECTION 10, T. 30 S., R. 26 E. AS SHOWN ON RECORD OF SURVEY, BOOK 25, PAGE 49 WAS USED AS THE BASIS OF a. .BENCHMARK TOP CONCRETE r MONUMENT i r # r i OF MING AVENUE AND ALLEN `,NORTHWEST CORNER - f - • ELEV = 387.96' (NAVD 88 DATUM) UST OF _ - MATXa= ITEM UNIT TOTAL A.C. PAVING TONS 1 887 CL. II AGG. BASE CUYD 907 A.C. SUBGRADE PREPARATION CUYD 2266 6" CURB LF 1232 6" CURB AND GUTTER LF 3947 SIDEWALK SQFT 25760 DRIVEWAY SQFT 693 HANDICAP RAMPS EA 4 STANDARD STREET NAME SIGNS EA. 3 5800 LUMEN STREET LIGHTS EA. 9 MONUMENT ENCASEMENTS EA. 13 CONCRETE PARKING SQFT 22921 CONCRETE PARKING SUBGRADE CUYD 424 LOCAL ROADWAY LENGTH LF 2490 SAWCUT LF 103 Know wharsbelow. before • g 1 70 N �IIIIIIIII 364 362 360 358 356 354 352 350 348 346 364 362 360 358 356 354 352 350 348 346 EX. TRA/C7f 7299 TEMPORARY TURN AROUN I— EASEMENT PER FINAL MAP' = 00 0 co R-, < N 0 J 1%1. % C3 08 04 .1e ftlut z J r. C11 06 CN -a cq .4 cq 1-4 1-z 0� - _j oz 0 -4 -4 -4 w ---------- ---- + + + 1*iC`1 4 C1 V_ V_ --------- - I%. ;5e �<_' �<_* cn (41 CIO ® 1 ,* PROPOSED E.P. G 5k.-34--�_ H RE PG&E GAS c11 es C8 s - ie I 1 13 I A. * A e, 4k4% * el�k jo -0, C) Ac� `v C) cj 4c3l 1 J X, I U:I PIPELINE BUILDING m r - W oSETBACK EASEMENT PER DOC# 000203148941 Q C3 rt itr+- rr V-1 8 w 9 rte- r4 2 • cn CIO cn 7 -- ------ Ip C2 7 7 77 0 01 LL:I C41 ------------- C I 1 17+ 18+00 1 HIGH PRE SPGig GAS it 41p < WAY "SEE SHEET C7 C; cr_ PROPOSED S BLOCK WALL ® m u: (SEE SEPARATE PLAN) m 00 01(j, 0 , o 'A N PROPOSED 3' BLOCKWALL V -z af BEGIN VERTICAL CURVE ELEV 91 (SEE SEPARATE PLAN) of r - LZ f5 �e fcz,-, cto" 0 cn < (6 cs 8 C4 > q- �o - co PIPELINE BUILDIN SMACK EASEMENT < It_ + C -q-qq -c � 7 PER DOCI 000203148941 to LAI z C3 W, 0 u- u- C_.). coM uo _1EC C4 .-I < 2m I.- C3 M C6 C.4 C4 I ;Qj m cw<D cn It; (3 1 4 Go w co + + + 15 FC ,c�!6 L0 to to w FC 20 (3z 3; 0 f5 15 I<- R/W RIGHT-OF-WAY ul cn CIO CIO C4C*4 I I F.O.C. FACE OF CURB C*4 r4f) VAEFIX M Lo C4 CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER + + V- V- V- + + \i 2 uj 04 N CN C4 04 01 1 Z C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE A ire C3 \-PL \J\ 6 0 u: 2 co co co + rt co CID 1 a 17 18 19 DRIVE IGH(m Nab'ATh m�F�mEIftla I �` (PRIVATE STREET) (STA. 15+70.97 C.L. TO 23+39.01 C.L.) SCALE: 1 40' HORIZONTAL ' CAMERTON WAY "SEE SHEET 3 VERT. CURVE ® m u: A 01(j, 0 , o 'A I- I- CENTERLINE af BEGIN VERTICAL CURVE ELEV 91 EVC END VERTICAL CURVE L TI)0 - CN PI esl-4 u') U_ § I' rs END CURB RETURN + on -4 U_ 04 8 BEGIN CURVE *4 0 C14 _1EC C4 CN V_ N i V_ I ;Qj m C) . . .J. -j 1 1 En FC FINISH CONCRETE P.O.C. w FC 20 PA 5 E5 R/W RIGHT-OF-WAY E.P. PIZ r-: CNII C4C*4 I I F.O.C. FACE OF CURB C*4 r4f) VAEFIX M Lo C4 CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER + + V- V- V- \-PL \J\ 6 0 u: 2 co co co + rt co CID 1 a 17 18 19 DRIVE IGH(m Nab'ATh m�F�mEIftla I �` (PRIVATE STREET) (STA. 15+70.97 C.L. TO 23+39.01 C.L.) SCALE: 1 40' HORIZONTAL ' CAMERTON WAY "SEE SHEET 3 VERT. CURVE ® m u: A 01(j, 0 , o 'A I- I- CENTERLINE af BEGIN VERTICAL CURVE ELEV 91 EVC -�w N'A 0® 50.00" SCALE: 1 4 VERTICAL N VERT. CURVE ® F.O.C. STATION u: CN f1e) 01(j, 0 , o < I- I- CENTERLINE af BEGIN VERTICAL CURVE ELEV 91 EVC END VERTICAL CURVE L TI)0 - CN PI esl-4 u') U_ § I' rs END CURB RETURN + on -4 U_ 04 8 BEGIN CURVE *4 0 C14 _1EC C4 CN V_ N i V_ I ;Qj m C) . . .J. -j 1 1 En FC FINISH CONCRETE P.O.C. w FC 20 PA 5 E5 R/W RIGHT-OF-WAY E.P. PIZ r-: CNII C4C*4 I I F.O.C. FACE OF CURB C*4 r4f) 1* lotA+ M Lo C4 CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER + + V- V- V- + + \i 2 uj 04 N CN C4 04 01 1 Z C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE 1 ul cn cn (n d m (n cin w 00 uj CC 1.. 364 0 362 TRACT BOUNDARY UNIT BOUNDARY 360 PARKING AREA SEE CONSTRUCTION NOTE 6. @111111 V_ 7: 358 1z >: 9 CURVE NUMBER FOR CURVE DESCRIPTION II 356 ITEM OF WORK SEE SCHEDULE Ell FACE OF CURB STATION SEE TABLE 00 u, 354 NOTE: ju LH STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 352 PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 350 w 5EC11ON DESIGNATION: SECTION LETTER 348 346 2 CAMERTON WAY SHEET WHERE SECTION IS SHOWN w SEE SHEET 3 r It 11 8 c1q J J V_ M C3 LA: J _j L j j d LL: C4 a 0 PROPOSED zorm (NOT A PART) ++ 6' BLOCK WALL 8 => AS A o- co In 0) " C4 C4 it+ '++ (SEE SEPARATE PLAN) cn IN cq cq 04 C4 Uj 04 5V PIPELINE BUILDIN i < => 0 (10 cn SETBACK EASEMENT cs t'; t; PER DI 000203148941 3 FUTURE FL 2 7 -w w w --------- ---- -- ATN S_ A 7 N56*45*26*W 160.00' 23+00 24+00 HIGH PRESSURE PG&E GAS ,11rD 'a 1 to I I /rs S_ ---- --- ----- ---- I �i FUTURE FL 0 6) 1 ce PL ce w C4o 0 51Y PIPELINE BUILDING) C4 (N SETBACK EASEMENT m u') I--. - PER DOCS 000203148941 -4 J J..j -4 J 0W (3 u: :3 0 LL: 27 40 I.- C) C) 0 OsN- cd co z cj I= 0; oi rn " e) =Z) cm> 4 + 0-++ WALL + + PROPOSED 6' BLOCK WALL "IW) 04 cl �1 co C4 C4 (SEE SEPARATE x PLAN) cn < < < I.: z 2 �_ A Cncn cn C* L "EX. TEMPORARY TURN -AROUND SECTION NOT TO SCALE N.T.S. 17+00 18+00 19+00 EXPANSION JOINT AT SIDEWALKS. 6 CONCRETE WALK, WHERE OCCURS. FINISH GRADE A A.C. PAVEMENT/ CONCRETE IN PARKING AREAS _41 � - F R=1/2 (SEE DETAIL SHT 5) 04 NOM - CLASS "13' CONCRETE (5 SACK) EXPANSION JOINTS EA. 30' WEAKENED PLANE JTS. EA. 15' POUR ON COMPACTED SUBGRADE ----------- CL. 2 AGG.BASE 6" CONCRETE CURB DETAIL "2" I.T.S. 50.00" SCALE: 1 4 VERTICAL C.L. STATION F.O.C. STATION VERT. CURVE DESCRIPTION C.L STATION F.O.C. STATION u: CN f1e) POVC < I- I- CENTERLINE af BEGIN VERTICAL CURVE ELEV 91 EVC END VERTICAL CURVE L TI)0 - U- PI esl-4 u') U_ § I' rs END CURB RETURN f^ on -4 U_ 04 BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE _1EC >:4t WOV > W PIVC POINT OF INTERSECTION IL TOP OF PAVEMENT P.C.C. OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT Z w ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER P.A.F.L. Lo C4 CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER Q C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER lu C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE .1d s -SEWER - REFER TO SEWER & STORM DRAIN PLANS w 00 uj CC 1.. 364 (D SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. 362 TRACT BOUNDARY UNIT BOUNDARY 360 PARKING AREA SEE CONSTRUCTION NOTE 6. @111111 V_ 7: 358 1z >: 9 CURVE NUMBER FOR CURVE DESCRIPTION II 356 ITEM OF WORK SEE SCHEDULE Ell FACE OF CURB STATION SEE TABLE 354 NOTE: ju LH STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 352 PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 350 w 5EC11ON DESIGNATION: SECTION LETTER 348 346 2 SHEET WHERE SECTION IS SHOWN w NOTES. - U4 364 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS w AND DETAILS. 362 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B* A.C. OVER 1* 04 POSED NORTH >: 5%9 % C4 NE OF `4 >: p%. 4m + 360 COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. rl- 3. ALL CATCH BASINS TO BE TYPE "A" NTH 3.5' OPENINGS PER 358 C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. I CONSTRUCTION NOTES: 356 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 354 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 u! < 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. z LA_ a K I CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "2" ON SHEET 3. iE PORARY TL RN co C3 I-- uw,t, 4r- , 346 INSTALL W31(CA) SIGN NTH OM4-3 MARKER AT UNIT BOUNDARY OF (D C> + 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. CL: + C*4 It LA_ u: - co (o g W z + Co V­ A4- Ead < 9 IS NOT E UILT ©d in in 0: APPROXIMATE EXIST NG 1 1. %1% 1 r; C4 AP rK DXIMATE EXISTING m z I -S < 1:7' ;4 0 14* C14 GRADE 0 CENTERU? IE Ix C3 , / �AD - 0 CENTER JNE • w cn M < t; cd cn co w w cf) _II S-0-28% S=-0.25% $--0.25% DAYLIGHT 40 MAX I - aw popIs =. 0.51 S= 0.51 I NORTH FLOVAJNE PROPa NORTH R.OVAJNE I 4 10 `*-FUTURE D `N_ PROPOSED NORTH R.OWUNE (TO BE Q)NSTRUCTED cq 7! 0! cq NORTH 1I- v_: N= te) 11It >: m uj uj w < _j u w w m 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 2.4+00 VERT. •CURVE _j I N ro u: a: W. M-4 - --- --- ----- - ---- u: il ti to 116 rse w 0 N I • M - Lo oz vj Ps- R5 w I 132 ui jz w w >; L 0 U4 W U71 w a� id ef u: Ji" ­ -1 - - PURP FLOWUN SOUTH OF 51 04 " % + • > -1 Lq w m Co 0 , >; 0) U: cu c; 0 u: z TEMPOR Y TURN 0 1. in C-) M + ua u: b L.L: - u: 0 + it] + + 04 m Nt --AROM 7299 IS __Tp .4cT NOT BUILT >; cd c� �©` a.Q; a: < c� V) d V_ APPROXIM ATE EXISTING ------Z� 1 w T- V-4 u - 04 - - 16, 0 C4 0 04 APPROXIMATE EXISTING = 1__ w CIO To C3 -i c� p's cn L Lj Co GRADE 0 CENTERLINE ui C-� � q >: !:� w GRADE 0 CENRUNEt4l �._ 4- cd m CIO w W _m_uj__ DAYLIGHT S-0,25% 11;__O- 40 MAX --- ............. S= S =0.51% -- .000 SOUTH FL DWUNE MINI _ PROP D SOUTH ROWUNE 0 PROP SED SOUTH FLOWUNE FUTURE (TO BE O)NSTRUCTED C46 SOUTH Lo - ----- WIF-TKAw -,F/-Vvj . 11 > w O>A R�MNE m w Lq w w>: i 0E_ M kd TEMPORARY TURN -AROUND SECTION NOT TO SCALE N.T.S. 17+00 18+00 19+00 EXPANSION JOINT AT SIDEWALKS. 6 CONCRETE WALK, WHERE OCCURS. FINISH GRADE A A.C. PAVEMENT/ CONCRETE IN PARKING AREAS _41 � - F R=1/2 (SEE DETAIL SHT 5) 04 NOM - CLASS "13' CONCRETE (5 SACK) EXPANSION JOINTS EA. 30' WEAKENED PLANE JTS. EA. 15' POUR ON COMPACTED SUBGRADE ----------- CL. 2 AGG.BASE 6" CONCRETE CURB DETAIL "2" I.T.S. 23+00 24+00 LEGEND-. *4 TLA L A A IIA L301 FIT C.L. STATION F.O.C. STATION ABBREVIATIONS DESCRIPTION C.L STATION F.O.C. STATION FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE _1EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT P.C.C. OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY LINE 23+00 24+00 LEGEND-. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. F.O.C. STATIONING TABLE C.L. STATION F.O.C. STATION ABBREVIATIONS DESCRIPTION C.L STATION F.O.C. STATION FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE _1EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT P.C.C. OF VERTICAL CURVE FC 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 F.O.C. FACE OF CURB C/G CURB AND GUTTER P.A.F.L. PARKING AREA FLOW LINE CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER CONSTRUCT TYPICAL STREET BULGE SEE DETAIL "5" ON SHEET 5. F.O.C. STATIONING TABLE (CON'T) FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. F.O.C. STATIONING TABLE C.L. STATION F.O.C. STATION @ EXISTING SURVEY MONUMENT DESCRIPTION C.L STATION F.O.C. STATION FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + 354.Oa' P.R.C. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. + STA. 16+05.10 354.01' FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. P.R.C. STA. 16+07.48, 18«00 LT. STANDARD OR APPROVED EQUAL. (SEE DETAIL "7" ON SHEET 6) 354.04' 3 --EBo- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER STA. 21+12.73, 1&00 LT. STA. 21+12.27 C.O.B. STD. ST -14. P.R.C. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS STA. 21+20.23 R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: P.R.C. STA. 21+19.87, 15.00 RT: s "Rl-l" STOP "R6-1" -ONE WAY "S5-2" - END SCHOOL ZONE 352.68' z "R5-1" DO NOT ENTER -W31(CA)" -END STA. 21+12.73, 1&00 RT. STA. 21+16,55 "R26(CA)" - NO PARKING "W14-1" -DEAD END "W`1 M P.C.C. "R3 -5R" - RIGHT TURN ONLY 4-2� - NO OUTLET STA. 15+9&22 354.05' "R4-7" - KEEP RIGHT "Wl-70 - DOUBLE ARROW * - BIKE LANE "Wl-6" - SINGLE ARROW ac "R81(CA) W3-3" - SIGNAL AHEAD *W1-1" - CURVE ARROW 0 STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS D STORM DRAIN MANHOLE ® PI REFER TO SEWER & STORM DRAIN PLANS C> 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 PER lu C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE .1d s -SEWER - REFER TO SEWER & STORM DRAIN PLANS Lu 8 SEWER MANHOLE REFER SEWER & STORM DRAIN PLANS. CC 1.. 364 (D SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. 362 TRACT BOUNDARY UNIT BOUNDARY 360 PARKING AREA SEE CONSTRUCTION NOTE 6. @111111 V_ 7: 358 w CURVE NUMBER FOR CURVE DESCRIPTION II 356 ITEM OF WORK SEE SCHEDULE Ell FACE OF CURB STATION SEE TABLE 354 NOTE: 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 5EC11ON DESIGNATION: SECTION LETTER 348 346 2 SHEET WHERE SECTION IS SHOWN NOTES. - 364 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 362 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 360 COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" NTH 3.5' OPENINGS PER 358 C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. CONSTRUCTION NOTES: 356 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 354 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 352 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED �D 350 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. 348 PARKING AREA 6" THICK CONCRETE -SEE DETAIL "1" ON SHEET 5. 346 INSTALL W31(CA) SIGN NTH OM4-3 MARKER AT UNIT BOUNDARY OF (D 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.O.C. STATIONING TABLE (CON'T) REF NO. F.O.C. STATIONING TABLE C.L. STATION F.O.C. STATION REF NO. DESCRIPTION C.L STATION F.O.C. STATION T.C. ELEV. 354.Oa' P.R.C. STA. 16+00.14, 15.09 LT. STA. 16+05.10 354.01' P.R.C. STA. 16+07.48, 18«00 LT. STA. 16+12.80 354.04' 3 B.C. STA. 21+12.73, 1&00 LT. STA. 21+12.27 352.76' P.R.C. STA. 21+19.87, 15.00 LT. STA. 21+20.23 35Z6W P.R.C. STA. 21+19.87, 15.00 RT: STA, 2-1t,24.50 352.68' z B.C. STA. 21+12.73, 1&00 RT. STA. 21+16,55 352°76' M P.C.C. STA. 16+00.59, 18.00 RT. STA. 15+9&22 354.05' CONSTRUCT TYPICAL STREET BULGE SEE DETAIL "5" ON SHEET 5. F.O.C. STATIONING TABLE (CON'T) REF NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. P.R.C. STA. 15+93.64, 14.92 RT. STA. 15+90.04 354.Oa' 9 E.C. STA. 17+03.79, 1&00 LT. STA. 17+03.37 353.28' E.C. STA. 17+03.79, 18.00 RT. STA. 17+07.61 353.28' 1.1-7302 P H 1 & 2 CITY RECORDS NO: 0 z ou O > cq 4 romI J IL z 49 r -I z Lu Z a lu WW > ac N 0 ® PI 2 C> .4 Lu CC 1.. uj CC @111111 V_ 7: w II O > cq 4 romI J IL z 49 r -I z Lu Z a lu WW > ac N 0 ® PI 2 C> .4 Lu CC 1.. uj CC V_ 7: w 4' SIDEWALK EASEMENT PER FINAL MAP PJ. /GRADE BREAK STA. 9+64.09 C.L. 38.87 RT. = STA. 9+31.20 F.L. WEST STA. 9+16.29 F.L. EAST i ____STA. 9+32.61, F.L. Asa 24 LEGEND: -- -- - V �,� ABBREVIATIONS ® I 4' SIDEWALK N °'I FLOW -INE POVC POINT ON VERTICAL CURVE EASEMENT of CENTERLINE BVC BEGIN VERTICAL CURVE C2 ELEV PER ANAL MAP 22.99' BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 30.00' ECR aI 1911'17- BC r' 39.27' $ t u: J-jo -� C4 vc�an 12.28' / ofr r wC3� 2 11� d C3 u: u: 26 ca e Go co co es C4 C4 °- co to o I w co r. ® 0 w " 1 +++ 000 °'-'_ F.. ZW)a�ri a I ++ 8 FACE OF CURB C/G CURB AND GUTTER 6.11' P.A.F.L. o 0 / a ccnV)iV) z`c�� I ® EXISTING SURVEY MONUMENT a�icncn I FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. C11 74.00' 0 y C>- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.Q.B. 43.00' 14.08' 1 i r FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER • _F_ WEI- WAR# NMI IWAN RNA 4Raw ® ago* Ism low _T V EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS R1-1 354 m MR 344 9+00 T EXISTING SCALE: 40' 6i?!Vm- Ir 1 .00 .40 1O . o LEGEND: RADIUS LENGTH ABBREVIATIONS DELTA FL FLOW -INE POVC POINT ON VERTICAL CURVE 192.71' CL CENTERLINE BVC BEGIN VERTICAL CURVE C2 ELEV ELEVATION EVC END VER11CAL CURVE 22.99' BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 30.00' ECR k x 1911'17- BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 39.27' EC END CURVE TC TOP OF CURB C5 PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT 12.28' 52°19'04" OF VERTICAL CURVE FC FINISH CONCRETE 37.00' P.O.C. POINT ON CURVE FC FINISHED CONCRETE 19'55'11" PA PROPERTY LINE R/W RIGHT-OF-WAY 135.51' co 0 EDGE OF PAVEMENT A.P. ANGLE POINT C8 F.O.C. FACE OF CURB C/G CURB AND GUTTER 6.11' P.A.F.L. PARKING AREA FLOW LINE 10.00' O FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 45`3423" @ EXISTING SURVEY MONUMENT 14.95' + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. C11 74.00' 0 83.71' C>- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.Q.B. 43.00' 14.08' STANDARD OR APPROVED EQUAL. (SEE DETAIL "7" ON SHEET 6) M to FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER • 1 ® STA. 15+52.12, 18.00 LT. - - EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS R1-1 P.R.C. FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: -�- 351.31' "R1-1" -STOP "R6-1" -ONE WAY "S5-2" -END SCHOOL ZONE P.R.C. STA. 16+69.67, 37.18 LT. "R5-1" - DO NOT ENTER "W31(CA)" -END 351.00' 16 "R26(CA)" --NO PARKING #W14-1 � -DEAD END STA. 16+74.54, 48.34 LT. STA. 17+13.72 "R3 -5R" -RIGHT TURN ONLY W14-2 - NO OUTLET 17 E.C. " "R4-7" -KEEP RIGHT W1-7 ®DOUBLE ARROW LA: 352.33' "R81(CA)" - BIKE LANE " -6" SINGLE ARROW Go {ly cn D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS - - Q ..J •' I 00 REFER TO SEWER & STORM DRAIN PLANS u. N M "Zz CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PERS C4 C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. in CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER U-3 u> �w 19 C-4 M j � wr'+) 0 � �� SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. © 00 ®■■®ee®■■ ■■■■i TRACT BOUNDARY t Em ME mm UNIT BOUNDARY r M � � ``' _j �`' h CURVE NUMBER FOR CURVE DESCRIPTION a: z> _i> ``•� > z ^>w>> � �' z w w ®.J y z 1 wJ > z '' J_ I p� .zz uj -� CST _ (.� wuj ..1 �% zJ °++ + +� m V. + + d a. La . ��("% + ( 11- tt9 i L ' r + z �" . C4U J '�< "Q w tib `� ,j iii M M tv = tw en �" of .- U m rn a z ... ROXIMA EXISTING a w ROXIMA E�gSTING N d Ck O W J J I. }' m" z d _ a cn . a -i w N • . m �-- w m . ¢ TERUNE ADE C TERLINE c3 z v w --� z r� w aci cn c3 w ,� �°. c a w OXIMATE CENTERLINE w cn ROAMATE STING wto ¢ 4 n .� o _ _ n: v° _ _ _ _ _ __ w .a u.i S= -0.252S--0.25%' ADE LINE c i a: _ _ V T _ _ _ _ fill S---0.28% S= -0.25X S-0.517 S==--0.517 S=0.51 --0.519 PROPOSEDEA FLOVI�JNE S 0.25X N @-- cy a? p cb , °' °' S=:- 1.35 S= -0.45X - 1 to UD S 0.44X5.. PR D EAS FIOWLINE S= 0.45% S=-0. j 0) p p Il it It I .ww It It .n iiiV-. S=. i?tLJw J J W � PR WEST NEN II ° Juj It _j H > -r t it �_ II -! � S= 0.44X i w C } { d 1O . o ! 1f • 1! LEGEND: RADIUS LENGTH ABBREVIATIONS DELTA FL FLOW -INE POVC POINT ON VERTICAL CURVE 192.71' CL CENTERLINE BVC BEGIN VERTICAL CURVE C2 ELEV ELEVATION EVC END VER11CAL CURVE 22.99' BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 30.00' ECR k x 1911'17- BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 39.27' EC END CURVE TC TOP OF CURB C5 PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT 12.28' 52°19'04" OF VERTICAL CURVE FC FINISH CONCRETE 37.00' P.O.C. POINT ON CURVE FC FINISHED CONCRETE 19'55'11" PA PROPERTY LINE R/W RIGHT-OF-WAY 135.51' co 0 EDGE OF PAVEMENT A.P. ANGLE POINT C8 F.O.C. FACE OF CURB C/G CURB AND GUTTER 6.11' P.A.F.L. PARKING AREA FLOW LINE 10.00' O FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 45`3423" @ EXISTING SURVEY MONUMENT 14.95' + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. C11 74.00' 0 83.71' C>- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.Q.B. 43.00' 14.08' STANDARD OR APPROVED EQUAL. (SEE DETAIL "7" ON SHEET 6) M to FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER 351.35 1 C.O.B. STD. ST -14. STA. 15+52.12, 18.00 LT. - - EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS R1-1 P.R.C. FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: -�- 351.31' "R1-1" -STOP "R6-1" -ONE WAY "S5-2" -END SCHOOL ZONE P.R.C. STA. 16+69.67, 37.18 LT. "R5-1" - DO NOT ENTER "W31(CA)" -END 351.00' 16 "R26(CA)" --NO PARKING #W14-1 � -DEAD END STA. 16+74.54, 48.34 LT. STA. 17+13.72 "R3 -5R" -RIGHT TURN ONLY W14-2 - NO OUTLET 17 E.C. " "R4-7" -KEEP RIGHT W1-7 ®DOUBLE ARROW STA. 10+68.69 352.33' "R81(CA)" - BIKE LANE " -6" SINGLE ARROW W3-3 - SIGNAL AHEAD "W1-1" CURVE ARROW D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS - - Q STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS u. N M "Zz CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PERS C4 C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. in CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER u> �w 19 C-4 M j � wr'+) 0 � �� SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. © � � ®■■®ee®■■ ■■■■i TRACT BOUNDARY t Em ME mm UNIT BOUNDARY r M � � ``' _j �`' h CURVE NUMBER FOR CURVE DESCRIPTION a: z> _i> ``•� zw z ^>w>> �' z w w 1 > z > p� .zz uj CST C4 (.� ..1 �% zJ °++ + +� m V. + + d a. La . ��("% + ( 11- tt9 i L ' r + z �" . C4U J '�< "Q w tib `� ,j iii M M tv = tw en �" of .- U ... N ROXIMA E�gSTING N d Ck O W J J I. }' z d _ a cn w N <c to ADE ® TERUNE - __ c3 z ®w w c U> w w i ; • ,� GRADE OXIMATE CENTERLINE STING .� v `''' cn chi wto _ _ v; .a S= -0.252S--0.25%' S=0.51 --0.519 PROPOSEDEA FLOVI�JNE S 0.25X N @-- cy a? p cb , °' °' S=:- 1.35 S= -0.45X - to UD PR D EAS FIOWLINE S= 0.45% Il it It I .ww It It i?tLJw J J W J -! w C } { s ! 1f • 1! CURVE TABLE LEGEND: RADIUS LENGTH ABBREVIATIONS DELTA FL FLOW -INE POVC POINT ON VERTICAL CURVE 192.71' CL CENTERLINE BVC BEGIN VERTICAL CURVE C2 ELEV ELEVATION EVC END VER11CAL CURVE 22.99' BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 30.00' ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE 1911'17- BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 39.27' EC END CURVE TC TOP OF CURB C5 PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT 12.28' 52°19'04" OF VERTICAL CURVE FC FINISH CONCRETE 37.00' P.O.C. POINT ON CURVE FC FINISHED CONCRETE 19'55'11" PA PROPERTY LINE R/W RIGHT-OF-WAY 135.51' E.P. EDGE OF PAVEMENT A.P. ANGLE POINT C8 F.O.C. FACE OF CURB C/G CURB AND GUTTER 6.11' P.A.F.L. PARKING AREA FLOW LINE 10.00' O FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 45`3423" @ EXISTING SURVEY MONUMENT 14.95' + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. C11 74.00' FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. 83.71' C>- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.Q.B. 43.00' 14.08' STANDARD OR APPROVED EQUAL. (SEE DETAIL "7" ON SHEET 6) 18'4543" -- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER 351.35 1 C.O.B. STD. ST -14. STA. 15+52.12, 18.00 LT. - - EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS R1-1 P.R.C. FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: -�- 351.31' "R1-1" -STOP "R6-1" -ONE WAY "S5-2" -END SCHOOL ZONE P.R.C. STA. 16+69.67, 37.18 LT. "R5-1" - DO NOT ENTER "W31(CA)" -END 351.00' 16 "R26(CA)" --NO PARKING #W14-1 � -DEAD END STA. 16+74.54, 48.34 LT. STA. 17+13.72 "R3 -5R" -RIGHT TURN ONLY W14-2 - NO OUTLET 17 E.C. " "R4-7" -KEEP RIGHT W1-7 ®DOUBLE ARROW STA. 10+68.69 352.33' "R81(CA)" - BIKE LANE " -6" SINGLE ARROW W3-3 - SIGNAL AHEAD "W1-1" CURVE ARROW D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS - - Q STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS "Zz CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PERS C.O.B. 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 SEWER - REFER TO SEWER & STORM DRAIN PLANS s 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLAN ®■■®ee®■■ ■■■■i TRACT BOUNDARY mm sm am mu Em ME mm UNIT BOUNDARY PARKING AREA - SEE CONSTRUCTION NOTE 6. CURVE NUMBER FOR CURVE DESCRIPTION CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 42.00' 192.71' 47.56' 26253'25" C2 37.00' 41.14' 22.99' 63'42'08" C3 30.00' 10.05' 5.07' 1911'17- C4 25.00' 39.27' 25.00' 90'00'00" C5 25.00' 22.83' 12.28' 52°19'04" C6 37.00' 12.86' 6.50' 19'55'11" C7 80.00' 135.51' 90.50' 97'0254" C8 37.00' 12.12' 6.11' 18'45'43" C9 10.00' 7.95' 4.20' 45`3423" C10 43.00' 14.95' 7.55' 19'55'11" C11 74.00' 125.34' 83.71' 97'02'54" C12 43.00' 14.08' 7.10' 18'4543" ITEM OF WORK - SEE SCHEDULE 1� FACE OF CURB STATION - SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON THERMOPLASTIC. SECTION DESIGNATION: SECTION LETTER 2 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' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 957 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. CONSTRUCTION NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 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. A88A-CASE F - DETAIL "4" ON SHEET 6. 5 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 7 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. 0111111111 STATIONING TABLE REF NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. 1 B.C. STA. 11+91.71, 18.00 LT. STA. 11+89.57 352.53' 2 P.R.C. STA. 11+98.85, 15.00 LT. STA. 11+93.53 352.59' P.R.C. STA. 13+18.31, 15.00 LT. STA. 13+18.61 352.37' 4 E.C. STA. 13+25.45, 18.00 LT. STA. 13+26.57 352.41' 5 P.R.C. STA. 15+77.78, 15.00 RT. STA. 15+80.88 351.67' 6 B.C. STA. 15+70.64, 18.00 RT. STA. 15+72.92 351.76' E.C. STA. 13+28.45, 18.00 RT. STA. 13+30.73 352.41' 8 P.R.C. STA. 13+21.31, 15.00 RT. STA. 13+22.78 352.36' P.R.C. STA. 11+95.85, 15.00 RT. STA. 11+95.69 352.59' 10 B.C. STA. 11+88.71, 18.00 RT. STA. 11+87.74 352.53' 11 E.C. STA. 10+23.66, 18.00 RT. STA. 10+22.70 352.83' 12GRADE BREAK STA. 15+52.12, 18.00 RT. STA. 15+54.40 351.35 1 B.C. STA. 15+52.12, 18.00 LT. STA. 15+53.23 351.35' 14 P.R.C. STA. 15+64.72, 20.21 LT. STA. 15+66.10 351.31' 1 P.R.C. STA. 16+69.67, 37.18 LT. STA. 17+01.60 351.00' 16 E.C. STA. 16+74.54, 48.34 LT. STA. 17+13.72 350.96' 17 E.C. STA. 10+70.82, 18.00 LT. STA. 10+68.69 352.33' ITEM OF WORK - SEE SCHEDULE 1� FACE OF CURB STATION - SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON THERMOPLASTIC. SECTION DESIGNATION: SECTION LETTER 2 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' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 957 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. CONSTRUCTION NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 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. A88A-CASE F - DETAIL "4" ON SHEET 6. 5 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 7 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. 0111111111 ROPO rD TRA Ali# -7 Is � f s s u w f u f 5 !7li t1 5, t1 ZWA t F° T_ v J �ci u:, ! t1 0 O �. ® 8 M Ui f" O e 2 w CURVE TABLE 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 ITEM OF WORK - SEE SCHEDULE N FACE OF CURB STATION - SEE TABLE C.L. STATION NOTE. 360 ® i ! 1`! i • �II��III STA. 12+52.14 PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 358 ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. STA. 12+58.15, 15.00 LT. SETION DESIGNATION: 356 5 CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT SECTION LETTER STA. 12+91.00 AND 6" REVEAL PER DETAIL "2" ON SHEET 3. 354 - 2 PARKING AREA 6" THICK CONCRETE -SEE DETAIL "1" ON SHEET 5. SHEET WHERE SECTION IS SHOJI 352 INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF 354 NOTES: I I 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 348 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 5. 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 957 RELATIVE DENSITY PER C.O.B. STD. ST -9. 346 u: IA:to Z z Lb J� z W" -' i a I ON ME low 111z lei 911 w a pim� ilL fm (PRIVATE STRE T) (STA® 1+00.00 C.L. TO 1+61.32 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL 13 I 12 LEGEND: c ABBREVIATIONS 8 FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE ■ ■■■■I ■ ■► 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 ■ L� F.O.C. FACE OF CURB C/G CURB AND GUTTER P.A.F.L. PARKING AREA FLOW LINE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. -`-' (a EXISTING SURVEY MONUMENT w (2? 5 n u FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T-1. WI -4 �'� i * -; ? v a ap u ©FURNISH � FURNI H& INSTALL METRO STREET SIGN PER C.O.B. STD. T- o�,:*■ ,.` 1. LLT o / 0- FURNISH & INSTALL STREET LIGHT -5800 UMEN PER C.O.B. _;1-1-1a C3 STANDARD OR APPROVED EQUAL. (SEE DETAIL "7" ON SHEET 6) C> pi11-- - O FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER �* c 00 + + C.O.B. STD. ST -14. '-�- 00 EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS `* `co r 5 6 cin 0 cn cn Ri -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 9 "R1-1 " - STOP "S5-2" - END SCHOOL ZONE R6-1 - ONE WAY . ,``r 'y " .�: ./� -.- _._._.� _._._._._ "R5-1" - DO NOT ENTER "W31(CA)" - END "R26(CA)" - NO PARKING " 4-1 " -DEAD END - - -- -' - W14-2 - NO OUTLET "R3 -5R" - RIGHT TURN ONLY " " "R4-7" - KEEP RIGHT W1-7 -DOUBLE ARROW tj' '` ` f' .f f' "R81(CA)" - BIKE LANE W1-6 -SINGLE ARROW 7302 10 . 24"D "W3-3" - SIGNAL AHEAD "W1-1" - CURVE ARROW - - ® STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ci t1 * STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ° CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER ``Q* C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. � 1* cn ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER + 10 C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWIS ■ * s SEWER - REFER TO SEWER & STORM DRAIN PLANS * SO SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. �n■ ■ ■ ■■■■ ■ ■ ■■■■ e ■ ■ ■ ® TRACT BOUNDARY mm Em Em Em Em Ow mm UNIT BOUNDARY SCALE: 1" -= 40' f 40' 20' o' 40' 80' r f/� PARKING AREA - SEE CONSTRUCTION NOTE 6. 6 J CURVE NUMBER FOR CURVE DESCRIPTION 364 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 ITEM OF WORK - SEE SCHEDULE N FACE OF CURB STATION - SEE TABLE C.L. STATION NOTE. 360 SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT B.C. STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT STA. 12+52.14 PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 358 ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. STA. 12+58.15, 15.00 LT. SETION DESIGNATION: 356 5 CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT SECTION LETTER STA. 12+91.00 AND 6" REVEAL PER DETAIL "2" ON SHEET 3. 354 - 2 PARKING AREA 6" THICK CONCRETE -SEE DETAIL "1" ON SHEET 5. SHEET WHERE SECTION IS SHOJI 352 INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF 354 NOTES: I I 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 348 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 5. 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 957 RELATIVE DENSITY PER C.O.B. STD. ST -9. 346 u: IA:to Z . , ■ �IIIIIIIII T. CUR 1 M 6 EL fn C5 t o cn o t LAJ M w n < • M Z m 00 �, o M 117 "- A �-- e� V�I 14 T /� w CDM /yyp�� tib/ /y V •_♦ py� c 11 • --� U. J erg tts 040 J Go 0000 V' LA: o ® ``to QM ;;. Ili o ® OD �y (� �' 9 �a� �- ■ Z r' u >LL.. Lq > M Z d `�I `� " Qul 1- I- W ° 1A G9 W Z W w M to -J J ® d .tl UJ a5 CIts -j ® 4- t t; Q Es. tp o z .J LLJ w m �`"` Y LLJ p' , y a zC) Z5 w_ to 4 J ■ ?k =) r. LLI w w \ �} '� J p Vjj)-\ e `^ tt} w-- 1 ii 1. M Eg >: (L te5 .{` ° M �1 .3 0 M ® Go Wle 00 ui 0; fn `� LLJ WA �,j' u> �V_ in M .,..i I i Iri �!l v- ;a t3 E, w n} �: 1 • t rn LL:06 'a ° hco to + n 4- a ~ • a W t]. • t ¢ ®¢GL °' e- �. > `j. w Q cin A OXIMATE SUNG ® MA ■ '� C r LTJ ® <) Cla •- 4AJ OwJ zow c> ,» tar I�icn t ~ �¢ w `- ¢ w �" • .- wcIn cn a_ `'" > Ia j cin { E CEN NE w cn r _- _! �isicn n -Isjcn r - < 0c Q r ` a � _ _-- -� �`''c" cn o �_ - Z w E- cn Z '.� cin ¢ . c-- I av'I v" -i a - ADE TERUNEEXISTING �-- I a- to ■ c°3 z w �-- cn c0cn - - ---N T cn 0� s a: to ■ ■ ■ ■ 5=0.25 S=0.25.9 S -L0-45% ®•'45� S=-0.25 S-0.44% _ S= -0.26X S=-0.26% s -0.25x }- -0.2570 S=-0.89 -0.91 SOU OPOSED N TH FLOV.I S= -a.9 5=0.94 a n a w z 0)z w ZC4 v m = m--Jl r • m■ I m I °° ■ --+U<-)* I Z I- I �- 4 Q AJ 364 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 ITEM OF WORK - SEE SCHEDULE 362 FACE OF CURB STATION - SEE TABLE C.L. STATION NOTE. 360 SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT B.C. STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT STA. 12+52.14 PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 358 ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. STA. 12+58.15, 15.00 LT. SETION DESIGNATION: 356 5 CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT SECTION LETTER STA. 12+91.00 AND 6" REVEAL PER DETAIL "2" ON SHEET 3. 354 - 2 PARKING AREA 6" THICK CONCRETE -SEE DETAIL "1" ON SHEET 5. SHEET WHERE SECTION IS SHOJI 352 INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF 354 NOTES: 350 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 348 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 5. 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 957 RELATIVE DENSITY PER C.O.B. STD. ST -9. 346 3. ALL CATCH BASINS TO BE TYPE "A" NTH 3.5' OPENINGS PER 11+00 1+00 13+00 14+00 1+0 16+00 17+0 18+00 19+00 C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. CONSTRUCTION NOTES: # 364 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 04 2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 C.L. STATION 3 INSTALL STREET SIGN PER C.Q.B. STANDARD DETAIL T-1. 360 B.C. STA. 12+51.00, 18.00 LT. STA. 12+52.14 4 CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED P.R.C. STA. 12+58.15, 15.00 LT. STANDARD PLAN R.S.P. A88A-CASE F - DETAIL "4" ON SHEET 6. 358 5 CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT STA. 12+87.43, 15.00 LT. STA. 12+91.00 AND 6" REVEAL PER DETAIL "2" ON SHEET 3. 356 PARKING AREA 6" THICK CONCRETE -SEE DETAIL "1" ON SHEET 5. I INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF 354 TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. 1--VERt- REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 352 8 CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 5. CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "5" ON SHEET 5, 350 . �IIIIIIIII T. CUR EL o t LAJ M w n < • M Z m 00 �, o M 117 "- �-- e� "•I .d. w J 040 J Go 0000 ® ``to M o ® OD M �a� M d " 1A w w • .tl UJ .., uj o z .J LLJ w m �`"` Y LLJ p' , y a zC) Z5 w_ to 4 J V. w \ M M9 p Vjj)-\ Q L1. w-- 1 ii 1. M Eg >: (L to '}' �1 .3 0 M ® Go Wle 00 ui 0; fn `� �,j' u> -j .,..i I i Iri �!l t v E, w �: rn LL:06 to + 4- j 0 _. Iw- 4. MA LTJ ® <) Cla •- 4AJ :_ = ¢ �' ¢ t ~ n: ®¢ `- t:J �" • .- m cn a_ `'" > Ia j cin APPROXIMA r r n r - < 0c Q r ` a � v rtAJ w ci W ai I.ea cn Z w E- cn Z '.� cin ¢ . c-- I av'I v" -i a ADE TERUNEEXISTING �-- I a- to ■ c°3 z w �-- cn c0cn - - ---N T cn s ■ ■ S -L0-45% ®•'45� S=-0.25 _ S= -0.26X s -0.25x }- PR SOU FLOY�JNE S= -a.9 5=0.94 a n a w z 0)z v m = I m■ I m I --+U<-)* I I- I # 364 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 362 2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 C.L. STATION 3 INSTALL STREET SIGN PER C.Q.B. STANDARD DETAIL T-1. 360 B.C. STA. 12+51.00, 18.00 LT. STA. 12+52.14 4 CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED P.R.C. STA. 12+58.15, 15.00 LT. STANDARD PLAN R.S.P. A88A-CASE F - DETAIL "4" ON SHEET 6. 358 5 CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT STA. 12+87.43, 15.00 LT. STA. 12+91.00 AND 6" REVEAL PER DETAIL "2" ON SHEET 3. 356 PARKING AREA 6" THICK CONCRETE -SEE DETAIL "1" ON SHEET 5. I INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF 354 TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 352 8 CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 5. CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "5" ON SHEET 5, 350 Nm STATIONING TABLE REF NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. Q B.C. STA. 12+51.00, 18.00 LT. STA. 12+52.14 351.32' 0 P.R.C. STA. 12+58.15, 15.00 LT. STA. 12+60.09 351.28' �.! P.R.C. STA. 12+87.43, 15.00 LT. STA. 12+91.00 351.35' ® TO STATIONING TABLE CONTINUED ON SHEET 5 I �IIIIIIIII ii _j ff 11 1 w 1-: C14 LI_ o 7 _j 000, 0 1 _j Z J J ad - 4 In: _j . 5 8 C3 LL: I LLJ ILL: C4 W04 JJ8 8 CO ad Cal C3CL JC4 C4 z 'CL, d (6 4"1 AIA A tn + 04 _jj I uj r, JJ®0:: :3 (3 U: 'P.A\ + .1 LL: (wr -j. c; oo gz z Q z J U- C5 z 0 0 + + 0 LL: C4 C,4 in C-> c'. CD P: � 06 -4-4- 0 04 Cc> 0, C,4 u: u_ tool, A tr + cdC6 0-, c 2 In In V_ w v.: + + tow r- m 00 0: in cn o 04 04 5 + + + + + en z Lzj L X00 Uj C-4 LJ g V) Qcn 04 E. "ce V_ C141 (n 04 (3 (3 g -c V_ I ul in cn uj cn En A ccd> PLTRAC �<_ �< BOUNDARY 4! SIDEWALK C1 cn cn BOUcn I a ASIA =1 EASEMENT --UC3 0 PER FINAL MAP C27 00 7 I - 6*S 2 P.I.ZGRADE BRE -AK s s EX +-4 STA. 9+58. C.L. 7- - STA. 9+27.02 F.L. NORTH N W 11+00 10 9 12�00 f; 238,58' n III, Ul STA. 9+27.02, F.L. SOUTH• ...... ------ C2 C3_j 01 C3 IA_ < 2 061 J 00 1-4 0 W cn C> + ce S U- a fz 4! SIDEWALK ck: k4� Z N, EASEMENT q cxs V_ + .'ej LLI o 114 00 0 L4 PER nNAL .4 co _j _j C3 cn 4C ., 04 00 _j i I d ci LA_ tA_ (3 LL: LA: C3 LL: LA: a. t. - C14 MAP w >1 Z LI: Ls_ 0; (3 u: I w 44 y 0 cn . N 1— 88 =3 0 u- 00 re) to C-4 -1 J r- c%1 hl u: CL a +++ +++ gm 3 tfm - t9 �g CO to C4 ct + w w 10 co I CO => + + t Q gi_ (4 f5 C141 IN C4 V) cn Ea 0 %_ %_ 8 9 - < N (n CA w I cd m V) V) in < oil CA I I fie CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA ci 42.00' 199.21' 40.73' 271 `45'14» C2 37.00! 29.63' 15.66 45"52!37" C3 10.00! 7.95' 4.26 45*34'23" 364 362 360 358 356 354 352 350 348 346 7 A,4 (PRIVATE STREET) 10+00.00 CAL TO 12+38.58 CIA) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL SCALE: 1 = 40' 40' 20 08 40' 80' 364 362 360 358 356 354 352 350 348 346 %jo-It 362 360 358 356 354 352 350 348 346 IA A 13+00 TABLE STOYiiiiiM NETHWAITE LANE *ATIONING TABLE CONTINUED FROM SHEET 4 011*1cilaig C.L. STATION Ill! F.O.C. STATION m Iggg v I L41 I: m F.O.C. STATION STA. 11+01.79, 18,00 LT. BVC BEGIN VERTICAL CURVE A. 94 00 � 12+.57, 18.LT. STA. 12+9&95 STA. 11+08.94, 15.00 LT. IlPtEml PI STA. 16+84.97, 18.00 LT STA. 16+85.51 STA. 11 +,38.22, 15.00 LT. POINT OF REVERSE CURVATURE PROPOSED BC BEGIN CURVE STA. 16+92.11, 15.00 LT. I&ICM1 STA. 11+45.36, 1&00 LT. 11mcmurn.-A LA: STA. 17+21.39, 15.00 LT. TRACT BOUNDARY STA. 12+38.58, 18. 00 LT. 11PIEWPQ A.P. FSTA. 17+28.53, 18.00 LT. TRACT BOUNDARY STA. 12+38.58, 18.00 RT. 1 TRACT BOUNDARY STA. 18+61.32, 18.00 LT. STA. 18+65.11 STA. 11+80.36, 18.00 RT. &-tLW1 J STA. 18+61.32, 18.00 RT. I STA. 18+71.75 STA. 11+73.22, 15.00 RT. 1 �iTA. 17+23.10, 18.00 RT. STA. 11+43.94, 15.00 RT. IMLIMIZZ, MONUMENT PER C.O.B. STD. ST -13. 1 STA. 17+15.96, 15.00 RT. STA. 17+25.58 STA. 11+36.79, 18.00 RT. IRIEVI 14: lc� STA. 16+94.67 'ml* STA. 16+79.53, 18.00 RT. STA. 16+86.72 • STA. 13+29.59, 18.00 RT. STA. 13+22.48, 15.00 RT, STA. 1 3+25.01 STA. 12+93.20, 15.00 RT. STA. 12+94.11 STA. 12+86.06, 18.00 RT. STA. 12+86.15 a: STA. 10+50.21 cn!b) 1112MMI STA. 10+39.45, 15.30 RT. STA. 10+42.69 �"T . 10+68.82, 18.00 LT. STA. 10+66.55 0) U- 66 L 4 UNIT BOUNDARY 'STA. 11+92.79, 18.00 ' Qz 7 � STA. 13+27.50, 1&00 LT. STA. 13+31.89 C4 0 LT. I&ILIMSE cli u .4 _T STA. 14+34.31, 1&00 RT. STA. 14+41.49 1r: UNIT BOUNDARY STA. 11+92.79, 18.00 RT. w3cmi 0 to "') co STA. 11+63.49, 1&00 RT. CR a >: ;> z M w rn w FloW Ed 21W ffif w El 0 _j P p w 06 !2!IU4 04 _j 49-A U4 J u: M N 0 a 1'eu A.* &A uj m cq + w + + + 11q 4- 05 z 0 + C-4 C4 eq APPROXIMAIE EXISTING - V_ 0 o o CL 21 GRADE AT CINTERLINE< 3 -c < to z w too cn z w r CL 0) w to Gi to s + 04 + APPROXIMA: E EXISTING o i' ® S=- 0.25% Ck Ac GRADE AT %,ENTERUNE A< wZ 11 fig&& = cn -025) 0. CAI PRDPOSED NORTH FLOl� --v S=- 0.25% (S-0.25%) PROPOSED SOUTH FLOWLINE-) 364 362 360 358 356 354 352 350 348 346 %jo-It 362 360 358 356 354 352 350 348 346 IA A 13+00 i ffifffill 364 362 360 358 356 354 352 350 348 346 %JI'm 13+00 STATIONING TABLE STOYiiiiiM NETHWAITE LANE *ATIONING TABLE CONTINUED FROM SHEET 4 011*1cilaig C.L. STATION Ill! F.O.C. STATION m Iggg v I L41 I: m F.O.C. STATION STA. 11+01.79, 18,00 LT. BVC BEGIN VERTICAL CURVE A. 94 00 � 12+.57, 18.LT. STA. 12+9&95 STA. 11+08.94, 15.00 LT. IlPtEml PI STA. 16+84.97, 18.00 LT STA. 16+85.51 STA. 11 +,38.22, 15.00 LT. POINT OF REVERSE CURVATURE PROPOSED BC BEGIN CURVE STA. 16+92.11, 15.00 LT. I&ICM1 STA. 11+45.36, 1&00 LT. 11mcmurn.-A TOP OF CURB STA. 17+21.39, 15.00 LT. TRACT BOUNDARY STA. 12+38.58, 18. 00 LT. 11PIEWPQ A.P. FSTA. 17+28.53, 18.00 LT. TRACT BOUNDARY STA. 12+38.58, 18.00 RT. 1 TRACT BOUNDARY STA. 18+61.32, 18.00 LT. STA. 18+65.11 STA. 11+80.36, 18.00 RT. &-tLW1 J STA. 18+61.32, 18.00 RT. I STA. 18+71.75 STA. 11+73.22, 15.00 RT. 1 �iTA. 17+23.10, 18.00 RT. STA. 11+43.94, 15.00 RT. IMLIMIZZ, MONUMENT PER C.O.B. STD. ST -13. 1 STA. 17+15.96, 15.00 RT. STA. 17+25.58 STA. 11+36.79, 18.00 RT. IRIEVI 14: STA. 16+86.68, 15.00 RT. STA. 16+94.67 'ml* STA. 16+79.53, 18.00 RT. STA. 16+86.72 • STA. 13+29.59, 18.00 RT. STA. 13+22.48, 15.00 RT, STA. 1 3+25.01 STA. 12+93.20, 15.00 RT. STA. 12+94.11 STA. 12+86.06, 18.00 RT. STA. 12+86.15 a: STA. 10+50.21 1112MMI STA. 10+39.45, 15.30 RT. STA. 10+42.69 �"T . 10+68.82, 18.00 LT. STA. 10+66.55 STA. 11+63.49, 18.00 LT. TA. 11 +64.62 UNIT BOUNDARY 'STA. 11+92.79, 18.00 STA. 13+27.50, 1&00 LT. STA. 13+31.89 0 LT. I&ILIMSE _T STA. 14+34.31, 1&00 RT. STA. 14+41.49 ml 4 wz1, UNIT BOUNDARY STA. 11+92.79, 18.00 RT. w3cmi co STA. 11+63.49, 1&00 RT. CR M rn !2!IU4 U4 uj m w as 05 C4 eq wf tot J z 21 u: to too cn r s + 04 + APPROXIMA: E EXISTING o i' ® Ck Ac GRADE AT %,ENTERUNE A< wZ z 15 = cn 0. CAI --v S=- 0.25% (S-0.25%) PROPOSED SOUTH FLOWLINE-) m i ffifffill 364 362 360 358 356 354 352 350 348 346 %JI'm 13+00 STATIONING TABLE STOYiiiiiM NETHWAITE LANE *ATIONING TABLE CONTINUED FROM SHEET 4 011*1cilaig C.L. STATION Ill! F.O.C. STATION m Iggg v I L41 I: m F.O.C. STATION STA. 11+01.79, 18,00 LT. BVC BEGIN VERTICAL CURVE A. 94 00 � 12+.57, 18.LT. STA. 12+9&95 STA. 11+08.94, 15.00 LT. IlPtEml PI STA. 16+84.97, 18.00 LT STA. 16+85.51 STA. 11 +,38.22, 15.00 LT. POINT OF REVERSE CURVATURE PROPOSED BC BEGIN CURVE STA. 16+92.11, 15.00 LT. I&ICM1 STA. 11+45.36, 1&00 LT. 11mcmurn.-A TOP OF CURB STA. 17+21.39, 15.00 LT. TRACT BOUNDARY STA. 12+38.58, 18. 00 LT. 11PIEWPQ A.P. FSTA. 17+28.53, 18.00 LT. TRACT BOUNDARY STA. 12+38.58, 18.00 RT. 1 TRACT BOUNDARY STA. 18+61.32, 18.00 LT. STA. 18+65.11 STA. 11+80.36, 18.00 RT. &-tLW1 TRACT BOUNDARY STA. 18+61.32, 18.00 RT. I STA. 18+71.75 STA. 11+73.22, 15.00 RT. 1 �iTA. 17+23.10, 18.00 RT. STA. 11+43.94, 15.00 RT. IMLIMIZZ, MONUMENT PER C.O.B. STD. ST -13. 1 STA. 17+15.96, 15.00 RT. STA. 17+25.58 STA. 11+36.79, 18.00 RT. IRIEVI STATIONING TABLE FARINGFORD LANE *ATIONING TABLE CONTINUED FROM SHEET 4 ABBREVIATIONS Ir lur OF PAVEMENT m Iggg v I L41 I: m F.O.C. STATION FL CL CENTERLINE BVC BEGIN VERTICAL CURVE A. 94 00 � 12+.57, 18.LT. STA. 12+9&95 END VERTICAL CURVE BCR BEGIN CURB RETURN PI STA. 16+84.97, 18.00 LT STA. 16+85.51 PRC POINT OF REVERSE CURVATURE PROPOSED BC BEGIN CURVE STA. 16+92.11, 15.00 LT. I&ICM1 A.C. PAVING 2% EC END CURVE TC TOP OF CURB STA. 17+21.39, 15.00 LT. STA. 17+24.37 E.P. EDGE OF PAVEMENT A.P. FSTA. 17+28.53, 18.00 LT. !I STA. 17+3232 F.O.C. 1 TRACT BOUNDARY STA. 18+61.32, 18.00 LT. STA. 18+65.11 P.A.F.L. PARKING AREA FLOW LINE TRACT BOUNDARY STA. 18+61.32, 18.00 RT. I STA. 18+71.75 �iTA. 17+23.10, 18.00 RT. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 1 STA. 17+15.96, 15.00 RT. STA. 17+25.58 EXISTING C"D%/CV "AMMICIMT STA. 16+86.68, 15.00 RT. STA. 16+94.67 'ml* STA. 16+79.53, 18.00 RT. STA. 16+86.72 • STA. 13+29.59, 18.00 RT. STA. 13+22.48, 15.00 RT, STA. 1 3+25.01 STA. 12+93.20, 15.00 RT. STA. 12+94.11 STA. 12+86.06, 18.00 RT. STA. 12+86.15 F STA. 10+46.28, 18.00 RT. STA. 10+50.21 1112MMI STA. 10+39.45, 15.30 RT. STA. 10+42.69 �"T . 10+68.82, 18.00 LT. STA. 10+66.55 STA. 11+63.49, 18.00 LT. TA. 11 +64.62 UNIT BOUNDARY 'STA. 11+92.79, 18.00 STA. 13+27.50, 1&00 LT. STA. 13+31.89 0 LT. I&ILIMSE _T STA. 14+34.31, 1&00 RT. STA. 14+41.49 ml 4 wz1, UNIT BOUNDARY STA. 11+92.79, 18.00 RT. w3cmi STA. 11+63.49, 1&00 RT. 20' PL 1 LEGEND: 6* CONCRETE CURB PIVC ABBREVIATIONS Ir lur OF PAVEMENT FL FLOWLINE POVC POINT ON VERTICAL CURVE FL CL CENTERLINE BVC BEGIN VERTICAL CURVE 21 6* ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE PROPOSED BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE A.C. PAVING 2% EC END CURVE TC TOP OF CURB 11 i V) LOT SIDE 10 7 5' SIDEWALK i P.A.F.L. -R=10 0 DETAI $$3$$ TYPICAL CORNER LOT SIDE 5' SIDEWALK j FPA SEE DETAIL "2" 15 C4 TYPICAL P.A.F.L. CL PRIVATE STREET DETAIL $$5f9 TYPICAL BULGE N.T.S. ZIIKZFT31�� 20' 12' 18, 18' 12 VA 5 2v 1 51 72 VARIES 09-6* 123' 12' 0 -RIES69 7v 5- 2* 0- ig w SIDE- LANDSCAPE PARKING w LANEr. LANE w PARKING LANDSCAPE SIDE - _Z z WALK AREA z z AREA WALK FINISHED PAD z j5 Z5 4.1 MAX. 2& z 4.1 MMINAX. 2% LL_ 0 0 LA_ M LL. j 2Z MAX PROPOSED Ufl PROPOSED 2% MAX SIDEWALK 20' A.C. PA ONG SIDEWALK 6- CONCRETE' wloij 40' A GG. BASE 6" OG COMP. TO 95% L-0.50' COMPACTED SUBGRADE 0 95X REL. DENSITY. STREET SECTION /T\ SCALE: 1 "=10' (PRIVATE STREET) WMSP EXHIBIT 4-19 T1 = 4.5 R=5 ±15! PL 60' RIGHT OF WAY PL ±15' LANDSCAPE VARIES VARIES VARIES VARIES LANDSCAPE 5' AREA 120-180 129-189 120-18* 12'-18' Q19 AREA 10 50 VARIES VARIESVARIES VARIES 2$ 1 5# 7* -13$ 0*_6v 12' 12' 0`-69 79-130 5s 29 SIDE- LANDSCAPE PARKING w LANE LANE w PARKING LANDSCAPE SIDE- WALK z AREA WALK z w w J_ . 2% MIN. IN z 0 = 2% MIN. z WALK AREA 0 z - 4: 1 MAX Z 5 1 0 cx cn 0 2 ZF 0 4-1 MAX. CL 1 0 < i�� CL FINISHED PAD 0 0 MAX. 7=I7 77"1771" u- a. tj_ U - 2X MAXPROPOSED" PROPOSED 2X MAX IIEILLT_ F MIN. 6" BLOCK WALL SIDEWALK IVLIL , 1 .20' A. C. PA ONG SIDEWALK 6- CONCRETE wl" -a4O' AGG. BASE 6" OG COMP. TO 95% L0.50, COMPACTED SUBGRADE 0 95% REL. DENSITY. STREET SECTION SCALE: 1"=1 0' (PRIVATE STREET) WMSP EXHIBIT 4-19 TI = 4.5 R=59 + 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. EQUAL.STANDARD OR APPROVED {SEE DETAIL "7" ON SHEET fi} FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 1-1 ONE WAY -1-STOP "R6"S5-2" - END SCHOOL ZONE "R5-1" "W31 (CA)" -END DO NOT ENTER �W14-i" -EAD END nR26(CA)" - NO PARKING W14-2 0 - NO OUTLET "R3 -5R" - RIGHT TURN ONLY "R4-7" - KEEP RIGHTW1-7" - D008LE ARROW "R81(CA)" - BIKE LANE "W1-6" - SINGLE ARROW V-3" - SIGNAL AHEAD nW1-1" - CURVE ARROW D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS STORM DRAIN MANHOLE -- REFER 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 PER C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWIS s SEWER - REFER TO SEWER & STORM DRAIN PLANS SEWER MANHOLE REFER SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. mmm®mm+ mm�mmm TRACT BOUNDARY UNIT BOUNDARY PARKING AREA - SEE CONSTRUCTION NOTE 6. 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 CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN CL 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. CONSTRUCTION NOTIESQ, CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE F - DETAIL W ON SHEET 6. cJ 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. FINISHED PAD REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "Y ON SHEET 5. MIN. 6' BLOCK WALL CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "5" ON SHEET 5. 6* CONCRETE CURB PIVC POINT OF INTERSECTION Ir lur OF PAVEMENT PER DETAIL ON OF VERTICAL CURVE FC FINISH CONCRETE 0.50' COMPACTED O.G. SHEET 4. P.O.C. POINT ON CURVE FC FINISHED CONCRETE TO 95% RELATIVE DENSITY PA PROPERTY LINE R/W RIGHT-OF-WAY -0.50' ME 'A" CONCRETE E.P. EDGE OF PAVEMENT A.P. ANGLE POINT AL PARKING F.O.C. FACE OF CURB C/G CURB AND GUTTER P.A.F.L. PARKING AREA FLOW LINE AREA DETAIL it, if FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. SCALE: 1"=5' Q EXISTING C"D%/CV "AMMICIMT V) LOT SIDE 10 7 5' SIDEWALK i P.A.F.L. -R=10 0 DETAI $$3$$ TYPICAL CORNER LOT SIDE 5' SIDEWALK j FPA SEE DETAIL "2" 15 C4 TYPICAL P.A.F.L. CL PRIVATE STREET DETAIL $$5f9 TYPICAL BULGE N.T.S. ZIIKZFT31�� 20' 12' 18, 18' 12 VA 5 2v 1 51 72 VARIES 09-6* 123' 12' 0 -RIES69 7v 5- 2* 0- ig w SIDE- LANDSCAPE PARKING w LANEr. LANE w PARKING LANDSCAPE SIDE - _Z z WALK AREA z z AREA WALK FINISHED PAD z j5 Z5 4.1 MAX. 2& z 4.1 MMINAX. 2% LL_ 0 0 LA_ M LL. j 2Z MAX PROPOSED Ufl PROPOSED 2% MAX SIDEWALK 20' A.C. PA ONG SIDEWALK 6- CONCRETE' wloij 40' A GG. BASE 6" OG COMP. TO 95% L-0.50' COMPACTED SUBGRADE 0 95X REL. DENSITY. STREET SECTION /T\ SCALE: 1 "=10' (PRIVATE STREET) WMSP EXHIBIT 4-19 T1 = 4.5 R=5 ±15! PL 60' RIGHT OF WAY PL ±15' LANDSCAPE VARIES VARIES VARIES VARIES LANDSCAPE 5' AREA 120-180 129-189 120-18* 12'-18' Q19 AREA 10 50 VARIES VARIESVARIES VARIES 2$ 1 5# 7* -13$ 0*_6v 12' 12' 0`-69 79-130 5s 29 SIDE- LANDSCAPE PARKING w LANE LANE w PARKING LANDSCAPE SIDE- WALK z AREA WALK z w w J_ . 2% MIN. IN z 0 = 2% MIN. z WALK AREA 0 z - 4: 1 MAX Z 5 1 0 cx cn 0 2 ZF 0 4-1 MAX. CL 1 0 < i�� CL FINISHED PAD 0 0 MAX. 7=I7 77"1771" u- a. tj_ U - 2X MAXPROPOSED" PROPOSED 2X MAX IIEILLT_ F MIN. 6" BLOCK WALL SIDEWALK IVLIL , 1 .20' A. C. PA ONG SIDEWALK 6- CONCRETE wl" -a4O' AGG. BASE 6" OG COMP. TO 95% L0.50, COMPACTED SUBGRADE 0 95% REL. DENSITY. STREET SECTION SCALE: 1"=1 0' (PRIVATE STREET) WMSP EXHIBIT 4-19 TI = 4.5 R=59 + 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. EQUAL.STANDARD OR APPROVED {SEE DETAIL "7" ON SHEET fi} FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 1-1 ONE WAY -1-STOP "R6"S5-2" - END SCHOOL ZONE "R5-1" "W31 (CA)" -END DO NOT ENTER �W14-i" -EAD END nR26(CA)" - NO PARKING W14-2 0 - NO OUTLET "R3 -5R" - RIGHT TURN ONLY "R4-7" - KEEP RIGHTW1-7" - D008LE ARROW "R81(CA)" - BIKE LANE "W1-6" - SINGLE ARROW V-3" - SIGNAL AHEAD nW1-1" - CURVE ARROW D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS STORM DRAIN MANHOLE -- REFER 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 PER C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWIS s SEWER - REFER TO SEWER & STORM DRAIN PLANS SEWER MANHOLE REFER SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. mmm®mm+ mm�mmm TRACT BOUNDARY UNIT BOUNDARY PARKING AREA - SEE CONSTRUCTION NOTE 6. 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 CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN CL 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. CONSTRUCTION NOTIESQ, CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE F - DETAIL W ON SHEET 6. cJ 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. FINISHED PAD REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "Y ON SHEET 5. MIN. 6' BLOCK WALL CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "5" ON SHEET 5. u SIDEWALK 4 1.5% C4 zMAX x FRONT EDGE < OF SIDEWALKNOTESD 1. AS SITE CONDITIONS DICTATE, CASE A THROUGH CASE G CURB RAMPS MAY 6" BE USED FOR CORNER INSTALLATIONS SIMILAR TO THOSE SHOWN IN TYP DETAIL A AND DETAIL B. THE CASE OF CURB RAMPS USED 1N DETAIL A DO z NOT HAVE TO BE THE SAME. CASE A THROUGH CASE G CURB RAMPS ALSO Z w 000000 000000 RETAINING MAY BE USED T MID BLOCK LOCATIONS, AS SITE CONDITIONS DICTATE. m 0000 000000 1 `� 0000 C) X 000000 a. 0000Q 0000 CURB (BOTH 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO 0000 Q 0000 SIDES OF ACCOMMODATE RAMP AND 4'-2" PLATFORM (LANDING) AS SHOWN IN CASE , 0000 f.; � 0000 000000 0°00000 RAMP) 000000 0000\0c THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CASE B, OR C OR MAY BE WIDENED AS IN CASE D. 4'-2" MIN 3. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, CROSSWALK SEE NOTE 9 CONFIGURATION MUST BE SIMILAR TO THAT SHOWN FOR DETAIL B 4. AS SITE CONDITIONS DICTATE, THE RETAINING CURB SIDE AND THE FLARED SIDE OF THE CASE G RAMP SHALL BE CONSTRUCTED IN REVERSED POSITION. CASE F 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 9.0% AT CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF GUTTER THE RAMP, EXCEPT IN CASE C AND CASE F. FLOWLINE TOP OF RAMP 4'-2" MIN 7. THE ADJACENT SURFACES AT TRANSITIONS AT CURB RAMPS TO WALKS, ROUNDED- �} GUTTERS, AND STREETS SHALL BE AT THE SAME LEVEL. �1.5% MAX—)�-� 8. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY 7.5% MAX ADJACENT TO AND WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT BE SEE NOTE 8 SECTION A --A o STEEPER THAN 1.20 (5.07). GUTTER PAN SLOPE SHALL NOT EXCEED 1" OF 0.45" MIN AND 0.47" MAX _, a DEPTH FOR EACH 2'-0" OF WIDTH. TOP DIA 9. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTH AND 3'-0" DEPTH OF THE RAMP. A 4'-" WIDE DETECTABLE 0.9" MIN AND 0.92" MAX " BASE DIA WARNING SURFACE MAY BE USED ON A 4-2" WIDE CURB RAMP. DETECTABLE 0 WARNING SURFACES SHALL CONFORM TO THE REQUIREMENTS IN THE STANDARD 0 C9 SPECIFICATIONS. 2.3; MIN TO Q O RAISED TRUNCATED DOME 10. SIDEWALK AND RAMP THICKNESS, "T", SHALL BE 3.5" MINIMUM. 2.4 MAX 11. UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACILITIES CENTER TO CENTER WITHIN THE BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR SPACING RAISED TRUNCATED ADJUSTED TO GRADE BY THE OWNER PRIOR TO, OR IN CONJUNCTION WITH, DOME PATTERN (IN --LINE) CURB RAMP CONSTRUCTION. 12. DETECTABLE WARNING SURFACES MAY+ HAVE TO BE CUT TO ALLOW REMOVAL DETECTABLE WARNING SURFACE OF UTILITY COVERS WHILE MAINTAINING FULL DETECTABLE WARNING WIDTH SEE NOTE 10 AND DEPTH. CURB RAMDETAIL " SCALE: NONE IN ACCORDANCE WITH CALTRANS STD. A8A DATED JULY 15, 2016 30" 10" RADIUS .IGHT BASE 6" SLAB SEE C.O.B. STD ST -1 4 (4)1/2"x18"x3" ANCHOR BOLTS (OR APPROVED EQUAL PER MANUFACTURE) (4)Y2"x18"x3"fit ANCHOR BOLTS Y ANCHOR LAYOUT MANUFACTURER NEW A AIL STREET LIGHT 5800 LUMEN- DETAIL J)71 SCALE: NONE SINGLE FIXTURE LIGHT PO T STERNBERG STERNBERG BARRINGTON POLE 1 OLD TOWN .••0 CONSTRUCT CONSTRUCTION NOTES-. ...GUTTER C.O.B. 1 r • • " CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 INSTALL STREET C.O.B. STANDARD DETAIL CONSTRUCTCONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A—CASE F — DETAIL "4" ON SHEET 6. CONCRETE TOTAL C'. HEIGHT AND 6" REVEAL PER DETAIL "2" ON SHEET 3. PARKING 1 • 6" CONCRETE—SEE I` ON INSTALL W31(CA) SIGN WITH OM4-3 MARKER •r AT BOUNDARY OF REMOVETRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. CONSTRUCTION ADJACENT $ CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 5. 9 CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "5" ON SHEET 5. �IIIIIIIII