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HomeMy WebLinkAbout1.1-7299 Ph 1A.C. PAVING TESTING NOTES: SP7-39.01 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: 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 SHAD BE MET. THE AREA TO MICH 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 SEC11ON 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 SHALL 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. ADD111ONAL 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 RANGE, 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. Ti 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 SHAi.L BE DETERMINED BY THE CiTY ENGINEER. I 1 IF • .r VESTING TENTATIVE �� r �' TRACT No, 7302 K#EY !# NUMBERDENOTES SHEET UNIT 1 OTE: PRIOR • THE START OF OF CONSTRUCTION THE CITY CONSTRUCTION i DEPARTMENT SHALL BE GIVEN 24 HOURS i TELEPHONE •,• NO CITY INSPEC11ONS WLL A INSURANCEE GIVEN FOR THE WORK IN THIS AREA UN11L A STREET PERMIT WITH APPROPRIATE SECURITY AND OBTAINED. 2. ALL FACILITY SHOWN HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS I SET FORTH OF BAKERSFIELD BEEN MET. LUTA11111bolum • II I r R. E. BASE P• W. A♦S :. . 4 r PREPARATION r r �CONCRETEPARKING PROJECT SIT CONCRETE PAIRKINGSUBGRADE DRIVEWAYS +'. CURB AND GUTTER x7 SIDEWALK AVENUE HANDICAPRAMPS .1 NAME SIGNS STANDARD LIGHTS • MONUMENTSTREET r4 MEDIAN R r !� r vy 14 13 7COUTHERN PACIFIC RAILROAD • .r VESTING TENTATIVE �� r �' TRACT No, 7302 K#EY !# NUMBERDENOTES SHEET UNIT 1 OTE: PRIOR • THE START OF OF CONSTRUCTION THE CITY CONSTRUCTION i DEPARTMENT SHALL BE GIVEN 24 HOURS i TELEPHONE •,• NO CITY INSPEC11ONS WLL A INSURANCEE GIVEN FOR THE WORK IN THIS AREA UN11L A STREET PERMIT WITH APPROPRIATE SECURITY AND OBTAINED. 2. ALL FACILITY SHOWN HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS I SET FORTH OF BAKERSFIELD BEEN MET. LUTA11111bolum ENGINEER'S STATEMENT 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 ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE EXP. 6--30--18 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 INDICATED AS "PRIVATE" HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. APPROVED ..ui E f Mui C O i. r PUBLIC ,r DIRECTOR R.C.E. NO. 61069 EXP. 12-31-18 i FIV0 M11,11111111 ASSISTANT PUBLIC REVIEWED BY: "-` f l 17 TRAFFIC ENGINEER BASIS OF BEARINGS: THE BEARING OF !2'20" E SHOWN FOR THE EAST LINE SECTION f S.s R. 26 E. AS SHOWN RECORD OF SURVEY, BOOK 25, PAGE 49 WAS USED AS THE BASIS OF BEARING SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETEi AT THE INTERSECT10N OF MING AVENUE AND ALLEN RD *1 ALSO BEIN THE NORTHWEST CORNER OF • INDEX OF SHEETS ELEV = 367.96' (NAND 88 DATUM) SHEET TITL PROJECT AREA: 1. TITLE SHEETUNIT 1 -- 5.69 ACRES 2. ELBURY AVENUE STA. 1+00.00 C.L. TO STA. 14+10.48 C.L. SOMERSET STREET STA. 0+00.00, C.L. TO STA. 11+26.69 C.L. • E E L SAGE AVENUE STA. 27+03.13 C.L. TO STA. 32+31.18 C.L. 4. STREET SEC11ONS AND DETAILS LEGEND: LEGEND (CONT..- LEGEND CONT. ABBRUADONS EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PUNS ro FL FLOWLINE POVC POINT ON VERTICAL CURVE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS - - a NEW STORM DRAIN LINE - REFER CL CENTERLINE BVC BEGIN VERTICAL CURVE PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) TO SEWER AND STORM DRAIN PUNS ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R1-1 FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ____ _ _ _ _.. �__ � __ -�_.. ---__ -- EXISTING STORM DRAiN LINE � ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R1 -i" - STOP "S5-2" - END SCHOOL ZONE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R6-1" - ONE WAY "W31(CA)" - END-._. - EXISTING SEWER LINE "R5--1" - DO NOT ENTER "W14-1" - DEAD END CENTERLINE EC END CURVE TC Tom' CURB "R26(CA)" - NO PARKING "W14-2" - NO OUTLET - - - PIVC POINT OF INTERSEC11ON TP TOP OF PAVEMENT "R3 -5R" - RIGHT TURN ONLY "W1-7'° - DOUBLE ARROW ®® TRACT BOUNDARY OF VERTICAL CURVE FC FINISH CONCRETE "R4-7" - KEEP RiGHT "W1-6" - SINGLE ARROW., P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE "R81(CA)" - BIKE LANE " " _ PHASE BOUNDARY P/L PROPERTY LINE R/W RIGHT-OF-WAY "W3-3" - SIGNAL AHEAD W1-1 CURVE ARROW E.P. EDGE OF PAVEMENT S.D.M. STORM DRAiN MANHOLECONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. 1 CURVE NUMBER FOR CURVE DESCRIP11ON EX. EXISTING C/G CURB AND GUTTER77 P.A.F.L. PARKING AREA FLOW UNEv EXISTING CATCH BASIN ITEM OF WORK -- SEE SCHEDULE r r FURNISH & INSTALL SURVEY MONUMENT PER C.Q.B. STD. ST -13. EXISTING STORM DRAIN MANHOLE `-1 1 FLOWLINE STATION - SEE TABLE EXISTING SEWER MANHOLE now What's e`W. @ EXISTING SURVEY MONUMENT , fL% EXISTING SEWER CLEANOUT SEC11{XV DESGNATION: FURNISH &INSTALL STREET SIGN PER C.O.B. STD® T-1. Aft SECTO LETTER uallbefore you dig. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. - - FURNISH & INSTALL STREET UGHT-5800 C.O.B. — — 2 1. 1-7299 P h 1 STANDARD ST -14 OR APPROVED EQUAL (SEE DETAIL -7- ON SHEET 4) NiM SECTX2I+i IS SHOWN a A.C. PAVING BASE P• W. A♦S :. . 4 r PREPARATION r r �CONCRETEPARKING CONCRETE PAIRKINGSUBGRADE DRIVEWAYS +'. CURB AND GUTTER SIDEWALK HANDICAPRAMPS .1 NAME SIGNS STANDARD LIGHTS MONUMENTSTREET MEDIAN R r !� ENGINEER'S STATEMENT 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 ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE EXP. 6--30--18 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 INDICATED AS "PRIVATE" HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. APPROVED ..ui E f Mui C O i. r PUBLIC ,r DIRECTOR R.C.E. NO. 61069 EXP. 12-31-18 i FIV0 M11,11111111 ASSISTANT PUBLIC REVIEWED BY: "-` f l 17 TRAFFIC ENGINEER BASIS OF BEARINGS: THE BEARING OF !2'20" E SHOWN FOR THE EAST LINE SECTION f S.s R. 26 E. AS SHOWN RECORD OF SURVEY, BOOK 25, PAGE 49 WAS USED AS THE BASIS OF BEARING SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETEi AT THE INTERSECT10N OF MING AVENUE AND ALLEN RD *1 ALSO BEIN THE NORTHWEST CORNER OF • INDEX OF SHEETS ELEV = 367.96' (NAND 88 DATUM) SHEET TITL PROJECT AREA: 1. TITLE SHEETUNIT 1 -- 5.69 ACRES 2. ELBURY AVENUE STA. 1+00.00 C.L. TO STA. 14+10.48 C.L. SOMERSET STREET STA. 0+00.00, C.L. TO STA. 11+26.69 C.L. • E E L SAGE AVENUE STA. 27+03.13 C.L. TO STA. 32+31.18 C.L. 4. STREET SEC11ONS AND DETAILS LEGEND: LEGEND (CONT..- LEGEND CONT. ABBRUADONS EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PUNS ro FL FLOWLINE POVC POINT ON VERTICAL CURVE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS - - a NEW STORM DRAIN LINE - REFER CL CENTERLINE BVC BEGIN VERTICAL CURVE PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) TO SEWER AND STORM DRAIN PUNS ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R1-1 FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ____ _ _ _ _.. �__ � __ -�_.. ---__ -- EXISTING STORM DRAiN LINE � ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R1 -i" - STOP "S5-2" - END SCHOOL ZONE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R6-1" - ONE WAY "W31(CA)" - END-._. - EXISTING SEWER LINE "R5--1" - DO NOT ENTER "W14-1" - DEAD END CENTERLINE EC END CURVE TC Tom' CURB "R26(CA)" - NO PARKING "W14-2" - NO OUTLET - - - PIVC POINT OF INTERSEC11ON TP TOP OF PAVEMENT "R3 -5R" - RIGHT TURN ONLY "W1-7'° - DOUBLE ARROW ®® TRACT BOUNDARY OF VERTICAL CURVE FC FINISH CONCRETE "R4-7" - KEEP RiGHT "W1-6" - SINGLE ARROW., P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE "R81(CA)" - BIKE LANE " " _ PHASE BOUNDARY P/L PROPERTY LINE R/W RIGHT-OF-WAY "W3-3" - SIGNAL AHEAD W1-1 CURVE ARROW E.P. EDGE OF PAVEMENT S.D.M. STORM DRAiN MANHOLECONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. 1 CURVE NUMBER FOR CURVE DESCRIP11ON EX. EXISTING C/G CURB AND GUTTER77 P.A.F.L. PARKING AREA FLOW UNEv EXISTING CATCH BASIN ITEM OF WORK -- SEE SCHEDULE r r FURNISH & INSTALL SURVEY MONUMENT PER C.Q.B. STD. ST -13. EXISTING STORM DRAIN MANHOLE `-1 1 FLOWLINE STATION - SEE TABLE EXISTING SEWER MANHOLE now What's e`W. @ EXISTING SURVEY MONUMENT , fL% EXISTING SEWER CLEANOUT SEC11{XV DESGNATION: FURNISH &INSTALL STREET SIGN PER C.O.B. STD® T-1. Aft SECTO LETTER uallbefore you dig. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. - - FURNISH & INSTALL STREET UGHT-5800 C.O.B. — — 2 1. 1-7299 P h 1 STANDARD ST -14 OR APPROVED EQUAL (SEE DETAIL -7- ON SHEET 4) NiM SECTX2I+i IS SHOWN a IIIIIIIIII LL�J IN s 1 1 1 t t t 1 I 1 1 I i I rr SOMERSET STREET E L B �lll R "T AT,,, E N U E (PRIVATE fi SEE RIGHT EET) 14+10.48 d 10+25 11+00 1+0 13+00 (STA. 10+42.91 F.L. TO 14+08.63 F.L. SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL CONTRACTOR SHALL VERIFY THE LOCATIONAND ELEVA11ON OF i BOUNDARY AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES O G7 TABLE ... : fl ♦: 'T +� STATION, OFFSET ' STATION TANGENT P 1� at 0 u: to LL: s. eo N iOf) tyhto C _ M w`O 1 C4 M P6 M •ct 4 r P v f cn vi v~i n n !! * • ! : !: M P G9 r :: 20.21LT.::F.O.C. M ' M 1,3+04.47,F.O.C. 00 ' 10+79.28, ! •. -. w C w APPRO f#• :F.O.C. w PROX. EXIS ING' •bIA. f. 15.OORT. ! # APPROX. STING !;i r F.O.C. 0 FLOWLINE w > > > < r • ADE FLO NE00 l^j STA 12+28 36 15 OORT. « +#:r m 1*+ P NG STA. 12+75.06, 18.001 ILL! W w !r• 13+06.09, ® ¢ ® 11 CZ o0? �' ADE ® FL 13+72.64, 1STA. .a- � to w STA 14+02.09, 101 06 i _ c3 <t +at C> C-4 ai cn W c cn - . fr mcn w cn Lt.J t!'JAC L 39.27' m CM4o P m P P w rn S-0,25% . a r, 00 00 z 010 ia I EAST FLO NE v� v- 2: ulPROPOSE acnes W N � w �n mn uin S= 0,25 `I «� mcn La (in n m z n S=-Oi S---0.25% • � r r � r -0.25 S- -0.25 S= 0.25% cn :A�=S= 0.49 i 1. 1 -7299 Ph 1 PROPOSED NORTH FLOWLINE -0.25X _ _ _ _ S= 0.25 S= /EXIST. 0.25% 4/EXIST. FL 10+25 11+00 1+0 13+00 (STA. 10+42.91 F.L. TO 14+08.63 F.L. SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL CONTRACTOR SHALL VERIFY THE LOCATIONAND ELEVA11ON OF i BOUNDARY AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES 9+75 10+00 11+00 12+0 13+00 (STA. 10+00.00 F.L. TO 14+08,67 F.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL r.� 358 356 354 352 350 O G7 TABLE ... : fl ♦: 'T +� STATION, OFFSET ' STATION TANGENT P 1� at 0 u: to LL: s. eo N iOf) tyhto C _ M w`O 1 C4 M P6 M •ct 4 r P v f cn vi v~i n n !! * • ! : !: M P G9 r :: 20.21LT.::F.O.C. M ' r : !! 1,3+04.47,F.O.C. ' 10+79.28, ! •. -. •' !#F.O.C. C T APPRO f#• :F.O.C. w ©- •bIA. f. 15.OORT. ! # APPROX. STING !;i r F.O.C. 0 FLOWLINE w > > > < r • ® ! 15.00RT. !: STA 12+28 36 15 OORT. « +#:r .:F.O.C. NG STA. 12+75.06, 18.001 ILL! W w !r• 13+06.09, ® ¢ ® CZ o �' ADE ® FL 13+72.64, 1STA. 13+75.755.05RT.F.O.C. � m w STA 14+02.09, 101 06 i _ c3 <t +at ,") cs TRACT BOUNDARY STA. 14+11.38, 18.00RT. - . fr mcn w cn Lt.J t!'JAC L 39.27' m CM4o P m P S-0,25% r, 00 00 z 010 ia I EAST FLO NE v� ul) ulPROPOSE W w _j w, w �n mn uin < `I «� mcn n m z n S---0.25% • � r r � r -0.25 cn :A�=S= 0.49 i 1. 1 -7299 Ph 1 S=0.2 -0.25X _ _ _ _ S= 0.25 S= /EXIST. 0.25% PROPOSED SOUTH FLOWLINE S-0.25% FL P PROPOSED WEST FLOWLINE 9+75 10+00 11+00 12+0 13+00 (STA. 10+00.00 F.L. TO 14+08,67 F.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL r.� 358 356 354 352 350 LINE TABLE rr t 1 CURVE TABLE ... : fl ♦: 'T +� STATION, OFFSET ' STATION TANGENT P 1� at 0 u: to LL: s. eo N iOf) tyhto C 0)QOO M w`O 1 !` P c'4 64 + 0)+ p' PP IN 00 P •ct 4 r P v f cn vi v~i n n !! * • ! : !: ! M r :: 20.21LT.::F.O.C. M ' r : !! 1,3+04.47,F.O.C. ' 10+79.28, ! •. -. •' !#F.O.C. > tj T APPRO f#• :F.O.C. ©- •bIA. f. 15.OORT. ! # 'STA.: !;i r F.O.C. 0 FLOWLINE w �� !r :. r • r ! 15.00RT. !: STA 12+28 36 15 OORT. « +#:r .:F.O.C. NG STA. 12+75.06, 18.001 f� .• • :i 1.r ,, !r• 13+06.09, F.O.C.. N LINE TABLE rr t 1 ._-' • i ... : fl ♦: 'T ' rr e n IN IT _j ..r � r r LLJ /( I04 m -i -.,1 O a: ..�-j C5 tJ f LLJ ! 0 LL: ti V U t : LA:tJ C3 888 6, ci i i Ln to if) Z t�D c D c►tD cMo Q+ o0 + w +++ >- P ^, P m O O O tG a: e- .� d- +1 + 04� ♦L'(nN cn m nnn ;t z 2 P/L �r•�..' r�rw.w�..r.a�.�r.r..�.. .�...�a�..a.- .....a.r.r�ar� 9=2:"0 C1 !kS.-r6*0 11+00 S Oi3'Q5r W 250.50!' 1 s --- 10 I I.00 s rt';! 0 9 o 11 6 ` c 8 . ��� 1 • _�_ cZ3..1 oo cn 5 N � Z75DRIVEWAY `itr aw ac t� ` N� ,li¢ rx STA. 13+46.23, E.O.C. w `$ $ cli�� C-4 k', STA. 13+60.60 F.O.C. ` '_' c3 `' c d c,i s.' I i GRADE BREAK-P.A.F.L t t9 j�, .ri -i CO -j _3 O tit ..i ..j CO -,3 -j O m -i O -i O 4 -' i' 1 v ,.,_ I : -' c.,i �: u: a: c i,.: u: U- C3 u: u: Q: Q u_ u_ v lA.: u: i STA. 13+26.62 C.L. 119.00 LT � �' ! r ' I `` O0o U MMao O MMS Z�' 000 0' t ` STA. 13+49.55 F.L. o M t` $ �$ 000 utiLnh 00� ��a O r` tioci �riuirri co r:�pp c� PPd' iv cv caciri 1 `n i ; DRIVEWAY w O O tt) tn Kir tC 91 K1 M M st �!' �! �! d' tt) tt7 LID r I . �. STA. 13+74.97, F.O.C. �� + �"y/f�" , f i' O O O O O Z .- P s-- PPP Z N N N N cV N ///��� ���) O�J iy.r r�� P P PPP W PPP w PPP �y� ` h `� i t.•. w r P P P P P P 1 �� W `; , o ►�- >- r- F- r- �- �.- M- �- F-- �- n cc n n on n n t� 5 P.R.C.-P.A.F.L V3 h . N cn cn m cn uj tocncn m tocnN 1 \ En P/L I \ t , !, ; STA. 13+51.83 C.L. 14.57 LT. r w o � , PROPOSED E.C.R. - X : 12 12 i��' STA. 13+75.28 F.L. STA. 13+08.62 C.L. 12.00 RT. - r � s' 18' 18'. � t *`'`! e`'. .! ARK AREA STA. 12+89.77 F.L.Fe - - t STA. 12+96.27 F.O.C. P� 1 `30' 30' ,� ► (NOT A PART) SEE GRADING%UilUTY PLAN FOR HIGHGATE COMMUNITY RECREATIONAL FACILITY V(APPROVED 10/20/16) 14 MBELEY PASSAGE A ELBURY AVENUE SEE SHEET 3 SEE LEFT (PRIVATE STREET) Z__------ =�'° (STA. 10+00.00C.L. TO 13+51.83 C.L.) SCALE: 1» = 40 HORIZONTAL rr t 1 ._-' • i ! • • 141r. +� STATION, OFFSET ' STATION Y 64-J P 1� at 0 u: to LL: s. eo N iOf) tyhto C �r•�..' r�rw.w�..r.a�.�r.r..�.. .�...�a�..a.- .....a.r.r�ar� 9=2:"0 C1 !kS.-r6*0 11+00 S Oi3'Q5r W 250.50!' 1 s --- 10 I I.00 s rt';! 0 9 o 11 6 ` c 8 . ��� 1 • _�_ cZ3..1 oo cn 5 N � Z75DRIVEWAY `itr aw ac t� ` N� ,li¢ rx STA. 13+46.23, E.O.C. w `$ $ cli�� C-4 k', STA. 13+60.60 F.O.C. ` '_' c3 `' c d c,i s.' I i GRADE BREAK-P.A.F.L t t9 j�, .ri -i CO -j _3 O tit ..i ..j CO -,3 -j O m -i O -i O 4 -' i' 1 v ,.,_ I : -' c.,i �: u: a: c i,.: u: U- C3 u: u: Q: Q u_ u_ v lA.: u: i STA. 13+26.62 C.L. 119.00 LT � �' ! r ' I `` O0o U MMao O MMS Z�' 000 0' t ` STA. 13+49.55 F.L. o M t` $ �$ 000 utiLnh 00� ��a O r` tioci �riuirri co r:�pp c� PPd' iv cv caciri 1 `n i ; DRIVEWAY w O O tt) tn Kir tC 91 K1 M M st �!' �! �! d' tt) tt7 LID r I . �. STA. 13+74.97, F.O.C. �� + �"y/f�" , f i' O O O O O Z .- P s-- PPP Z N N N N cV N ///��� ���) O�J iy.r r�� P P PPP W PPP w PPP �y� ` h `� i t.•. w r P P P P P P 1 �� W `; , o ►�- >- r- F- r- �- �.- M- �- F-- �- n cc n n on n n t� 5 P.R.C.-P.A.F.L V3 h . N cn cn m cn uj tocncn m tocnN 1 \ En P/L I \ t , !, ; STA. 13+51.83 C.L. 14.57 LT. r w o � , PROPOSED E.C.R. - X : 12 12 i��' STA. 13+75.28 F.L. STA. 13+08.62 C.L. 12.00 RT. - r � s' 18' 18'. � t *`'`! e`'. .! ARK AREA STA. 12+89.77 F.L.Fe - - t STA. 12+96.27 F.O.C. P� 1 `30' 30' ,� ► (NOT A PART) SEE GRADING%UilUTY PLAN FOR HIGHGATE COMMUNITY RECREATIONAL FACILITY V(APPROVED 10/20/16) 14 MBELEY PASSAGE A ELBURY AVENUE SEE SHEET 3 SEE LEFT (PRIVATE STREET) Z__------ =�'° (STA. 10+00.00C.L. TO 13+51.83 C.L.) SCALE: 1» = 40 HORIZONTAL rr t 1 ._-' • i ! • • 141r. +� STATION, OFFSET ' STATION Y 64-J P 1� at 0 u: to LL: ti 3 U eo N iOf) tyhto C 0)QOO M w`O 1 !` P c'4 64 + 0)+ p' PP IN 00 P •ct 4 r P v f cn vi v~i n n �r•�..' r�rw.w�..r.a�.�r.r..�.. .�...�a�..a.- .....a.r.r�ar� 9=2:"0 C1 !kS.-r6*0 11+00 S Oi3'Q5r W 250.50!' 1 s --- 10 I I.00 s rt';! 0 9 o 11 6 ` c 8 . ��� 1 • _�_ cZ3..1 oo cn 5 N � Z75DRIVEWAY `itr aw ac t� ` N� ,li¢ rx STA. 13+46.23, E.O.C. w `$ $ cli�� C-4 k', STA. 13+60.60 F.O.C. ` '_' c3 `' c d c,i s.' I i GRADE BREAK-P.A.F.L t t9 j�, .ri -i CO -j _3 O tit ..i ..j CO -,3 -j O m -i O -i O 4 -' i' 1 v ,.,_ I : -' c.,i �: u: a: c i,.: u: U- C3 u: u: Q: Q u_ u_ v lA.: u: i STA. 13+26.62 C.L. 119.00 LT � �' ! r ' I `` O0o U MMao O MMS Z�' 000 0' t ` STA. 13+49.55 F.L. o M t` $ �$ 000 utiLnh 00� ��a O r` tioci �riuirri co r:�pp c� PPd' iv cv caciri 1 `n i ; DRIVEWAY w O O tt) tn Kir tC 91 K1 M M st �!' �! �! d' tt) tt7 LID r I . �. STA. 13+74.97, F.O.C. �� + �"y/f�" , f i' O O O O O Z .- P s-- PPP Z N N N N cV N ///��� ���) O�J iy.r r�� P P PPP W PPP w PPP �y� ` h `� i t.•. w r P P P P P P 1 �� W `; , o ►�- >- r- F- r- �- �.- M- �- F-- �- n cc n n on n n t� 5 P.R.C.-P.A.F.L V3 h . N cn cn m cn uj tocncn m tocnN 1 \ En P/L I \ t , !, ; STA. 13+51.83 C.L. 14.57 LT. r w o � , PROPOSED E.C.R. - X : 12 12 i��' STA. 13+75.28 F.L. STA. 13+08.62 C.L. 12.00 RT. - r � s' 18' 18'. � t *`'`! e`'. .! ARK AREA STA. 12+89.77 F.L.Fe - - t STA. 12+96.27 F.O.C. P� 1 `30' 30' ,� ► (NOT A PART) SEE GRADING%UilUTY PLAN FOR HIGHGATE COMMUNITY RECREATIONAL FACILITY V(APPROVED 10/20/16) 14 MBELEY PASSAGE A ELBURY AVENUE SEE SHEET 3 SEE LEFT (PRIVATE STREET) Z__------ =�'° (STA. 10+00.00C.L. TO 13+51.83 C.L.) SCALE: 1» = 40 HORIZONTAL CITY RECORDS NO: ELBURY-AVEN,-UE-----STATION-I-NG TABLE • i ! • • 141r. +� STATION, OFFSET ' STATION ' C4 d" f9 rn f7 'STA.; rt •F.O.C. I.: I ! M r :: 20.21LT.::F.O.C. M ' r : !! 1,3+04.47,F.O.C. ' 10+79.28, ! •. -. •' !#F.O.C. > tj T APPRO f#• :F.O.C. ©- •bIA. f. 15.OORT. ! # 'STA.: !;i r F.O.C. 0 FLOWLINE w 12+26.96, 18.01 - F.O.C. r ! 15.00RT. !: STA 12+28 36 15 OORT. « +#:r .:F.O.C. NG STA. 12+75.06, 18.001 f� .• • :i 1.r ,, !r• 13+06.09, F.O.C.. N CZ o �' ADE ® FL 13+72.64, 1STA. 13+75.755.05RT.F.O.C. � m r STA 14+02.09, 101 06 i « <t STA. 14+09.23 1&OORT. ,") cs TRACT BOUNDARY STA. 14+11.38, 18.00RT. 6.i84, F.O.C. . fr mcn CITY RECORDS NO: SOMERSET STREET STATIONING TABLE °'. • i ! • • 141r. 1. i N M C-4 C4 d" f9 rn f7 M 1r) P I.: I ! M r :: 20.21LT.::F.O.C. M ' 10+79.28, ! •. -. I.. 10+80.91, i# > tj T APPRO f#• :F.O.C. • •STA.! r!' w F.O.C.! 'STA.: !;i r F.O.C. 0 FLOWLINE w 9•• w I ww STA 12+28 36 15 OORT. PROX. EXI 10+00 11+00 12+00 13+00 (STA. 10+10.73 F.L. TO 13+75.28 F.L.) SCALE: 1 " = 40' H ORI ZON TAL SCALE: 1" = 4' VERTICAL °'. M C-4 C4 d" f9 rn f7 M 1r) P I.: M ! M M M M > > tj APPRO C EXISTING _j � w � r • r r r r A , (MADE 0 FLOWLINE w 9•• w I ww PROX. EXI NG m f� .• • :i 1.r ,, N CZ o ADE ® FL NE � w �IIIIIIIII <t �; ,") cs ,U - . fr mcn w cn Lt.J t!'JAC L 39.27' m CM4o m + S-0,25% r, 00 00 010 ia I EAST FLO NE ul) ulPROPOSE W w _j w, mn uin < `I «� mcn a. -cn S---0.25% • � r r � r L 39.27' 0.49 i 1. 1 -7299 Ph 1 S=0.2 S-0.25% P PROPOSED WEST FLOWLINE M aw► J ui tJ W 10+00 11+00 12+00 13+00 (STA. 10+10.73 F.L. TO 13+75.28 F.L.) SCALE: 1 " = 40' H ORI ZON TAL SCALE: 1" = 4' VERTICAL 1 e ; 11+00 12+00 (STA. 10+10.73 F.L. TO 12+89.77 F.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL r9�1111 m imlill d" 1r) P I.: ! M > > tj APPRO C EXISTING _j � it #.; # • it #., � r • r r r r A , (MADE 0 FLOWLINE 9•• 9i16/ f� .• • :i 1.r ,, CZ �IIIIIIIII - . fr mcn w cn Lt.J t!'JAC L 39.27' m cn S. o � S-0,25% r, 00 00 010 ia I EAST FLO NE ul) ulPROPOSE W w _j w, < `I «� • � r r � r 1 e ; 11+00 12+00 (STA. 10+10.73 F.L. TO 12+89.77 F.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL r9�1111 m imlill � i r ` • � it #.; # • it #., � r • r r r r A , f� .• • :i 1.r ,, �IIIIIIIII t r , r � r r r , r � � • � • r • � . r r r r i • • � � 010 ia I Alt • � r r � r 1. 1 -7299 Ph 1 �IIIIIIIII W W c" •d Z N t< m 0_ c4 •- t. !Q N J Wcr- c/) 0- ca �h z z I PA uru5�D PARK Ar A/ GRADING/UTILITY(NOT A PART) SEE O. COMMUNITYHIGHGATE i GRADING PERMIT NO. 16-40000006 :!! PEMBERLEY PASSAGE (APPROVED ! PEMBERLEY PASSAGE AVENUE (PRIVATE STREET) 40' f HORIZONTAL CONTRACTOR VERIFY THE LOCATIONAND ELEVATION OF EXISTING FLOWLINE BOUNDARY r NOTIFY DISCREPANCIES i N PE BERLEY PASSAGE F.O.C. STA710NING TABLESTATIONING -A- R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: TABLE -- MEDIAN CURB ABIREMAD S FLOWLINE POVC POINT ON VERTICAL CURVE "R1-1" -ONE WAY - STOP "S5-2" - END SCHOOL ZONE R6-1 CL CENTERLINE BVC BEGIN VERTICAL CURVE "R5-1" - DO NOT ENTER - END ELEV ELEVATION EVC END TICAL CURVE "W14-1' " » W14-1 -DEAD END R26(CA� - NO PARKING "W14--2" BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R3 -5R - RIGHT TURN ONLY - NO OUTLET ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE C14 I bo L0 » „ "R81(CA)" - BIKE LANE WI -6 - SINGLE ARROW EC n "W3-3" - SIGNAL AHEAD "WI -1" - CURVE ARROW CURVE TABLE - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS REF. NO. DESCRIPTION C.L. STATION F.O.C. STA11ON T.C. ELEV. POINT ON CURVE FC FINISHED CONCRETE REF. NO DESCRIPTION C.L. STATION E.P. ELEV. T.C. ELEV. REFER TO SEWER & STORM DRAIN PLANS E.P. M F.O.C. M CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER UNIT BOUNDARY STA. 27+03.13, 33. T. STA. 27+00.58, F.O.C. 351.87 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® UNIT BNDRY STA. 27+03.13, 5.0OLT. 351.75 352.25 CURVE RADIUS LENGTH TANGENT DELTA ® B.C. STA. 27+35.13, 33.001 T. STA. 27+32.58, F.O.C. 352.05 ® UNIT BNDRY STA. 27+03.13, 5.0ORT. 351.68 352.18 C.C.B. STD. ST -14. C1 10.00' 9.27' 5.00' 53'O7'48" P.R.C. STA. 27+43.13, 29. T. STA. 27+41.86, F.O.C. 352,02 ® B.C. STA. 27+61.13, 5.00LT. 352.07 352.57 EDPARKING AREA - SEE CONSTRUCTION NOTE 6. C) W o w J P.R.C. STA. 28+63.13, 29.00LT. STA. 28+64.40, F.O.C. 352.27 III ® E.C. STA. 27+61.13, 5.00RT. 352.07 352.57 C2 25.00' 39.27' 25.00' 90'00'00" M ® E.C. STA. 28+71.13, 33.00LT STA. 28+73.68, F.O.C. 352,33 ® B.C. STA. 28+45.93, 5.00LT. 352.26 353.76 C3 533.00' 95.63' 47,95' 1016'49" B.C. STA. 28+85.49, 33. T. STA. 28+88.04, F.Q.C. 352,29 � -- _ ® E.C. STA. 28+45.13, 5.0ORT. 35225 353.75 f C4 10.00' 9.43' 5.10' 54'00'06" ® P.C.C. STA. 29+75.21, 33. T. STA. 29+83.68, F.O.C. 352.06 z v ® B.C. STA. 28+85.49, 5.00LT. 352.16 352.66 C5 10.00' 9.12' 4.91' 5216'06" 8P.R.C. rq • � STA. 29+82.85, 28.94LT. STA. 29+93.10, F.O.C. 351,95 • B.C. STA. 28+85.49, 5.0ORT. 352.18 353.68 rn c=o cciU pF, (A E.C./TRACT E.C. ACT BOUNDARY STA. 32+31.40, 33.00LT. STA. 32+69.89, F.O.C. 351.35 p ::1 E.C. STA. 29+92.30, 5.0OLT. 351.88 352.38 C6 525.00' 3.51' 1.75' 0'22'57" ® UNIT BOUNDARY STA. 27+03.13, 33.00RT. STA. 27+03.13, F.O.C. 351.81 _ _ _ 31 E.C. STA. 29+92.30, 5.00RT. 351.93 352.43 C7 20.00' 1400' 7.30' 40'06'31" 11 B.V.C. STA. 27+78.13, 33.00RT, STA. 27+78.13, F.O.C. 352.34 U3 B.C. STA. 31+42.65, 5.0OLT. 351.50 352.00 C8 3.00' 5.49' 3.89' 104'46'04" Q GRADE BREAKJP.I.V.C. STA. 28+03.13, 33. T. STA. 28+03.13, F.O.C. 352.46 ® B.C. STA. 31+42.65, 5.0ORT. 351.55 352.05, C9 6.00 7.11 4.04 67'5149 " ® E.V.C. STA. 28+28.13, 33. T. STA. 28+28.13, F.O.C. 352.45 •�C �' tQ- � EC./TRACT E.C. TRACT BNDRY STA. 32+31.18, 5.00LT. 351.29 351.79 v f � = 0 B.C. STA. 2$+85.50, 33. T. STA. 28+85.50, F.O.C. 352.28 NORTH FLOWLINE ® EC./TRACT TRACT BNDRY STA. 32+31.18, 5.00RT. 351.35 351.82 v, W C10 40.40' 8.35' 4.19' 11 °57'51» E.C. STA. 29+92.30, 33. T. STA. 29+85.26, F.O.C. 352.03 f ¢ C11 120.50' 86.73' 45.34' 411418" Q B.C. STA. 30+05.34, 33.00RT. STA. 29+98.30, F.O.C. 351.99 _ S= C12 40.00' 27.81' 14.49' 39'50'02" ® P.R.C. STA. 30+13.34, 29.00RT. STA. 30+07.57, F.O.C. 351.89 + A PROVED S EET PLANS , C13 10.00' 10.23' 5.61' 58°37'09" ® P.R.0 STA. 30+44.34, 29. T. STA. 30+41.11, F.O.C. 351.81 S 0.25% _ v j4j cn PR OSED SO1J FLOWLINE, ® E.C. STA. 30+52.34, 33.00RT. STA. 30+50,39, F.O.C. 351.87 •`' C14 394.46' 6.28' 3.14' 0'54'42" B.C. STA. 31+42.65, 33. T. STA. 31+40.69, F.O.C. 351.64 C15 10.00' 15.92' 10.21' 9111'15" E.C.-TRACT BOUNDARY STA. 32+31.18, 33.0ORT. STA. 32+34.88, F.Q.C. 351.41 C16 5.00' 7.80' 4.95' 89'24'14" a00 STINGFLC 4:1 TOM TCN o rS "_ -- _ - -- -- -- -'" _` -~ - -- -- �A -- -- - _" C17 475.50' 42.27' 21.15' 5'05'34" z r ER TRACT 7 t-%% _ff" U ���� �' + C18 99.50' 67.16' 34.92' 38°40'23" G tt tt ttSEE rARK' ARrA C19 525.00' 110.08' 55.24' 12'00'49" C20 492.50' 77.99' 39.07' GR E FLO NE " tt GRADING/UTILITY PLAN FOR Ma Z � 9'04'21" - � PART) HIGHGATE COMMUNITY RECREATIONAL FACILITY C21 500.00' 106.81' 53.61' 1214'22" C14A GRADING PERMIT N0. 16-40000006 "' v C; 04 1*04 �. 13800 PEMBERLEY PASSAGE AVENUE, (APPROVED 10J20J16) C22 517.50 88.54 44.38 „ 9 4810 _ _ � �-� vim: -�� 6 v� �� ci �;� J® 0 � d J 00 J r• 1° C23 475.00' 101.47' 50.93' 1214'22" er. r• rn � L.: CD N (3 L': n o tr rn ® + ��,• cd Ln F; 00 � �= rn v a tt H C24 542.50' 9282' 46.52' 9°48'10" °+'s 04 " ++ oN2 �- ,q 4 � ++ .-� .e- ccs ad acs cv,* eq 10 ...iCi , _jp o � t: u H a Q + p+ + �+r +�;g '� -' --� u n C25 467.00' 99.76' 50.07' 12'14'22" �Htd-V .LCnin 0Q "� t �-- t•- Me�9 a ¢ MIl�MM�N?r�� QQ r- t-- ci •�= •s a ¢ U a �r �-- Nh �r vs _itp �i 4: O Li O Ui � ...� t� C26 f 550.50 f 94.18 8 47.21 e f " 9 481 O ,,. ,,, cn cn act W cn CL cn (n CL cn cn + + u� +� CO ca v ®�r n mp o � j M M M ops `' Ca LL: 6 L': Cl C3 C27 5.00' 3.85' 2.03' 44'07'20" _ . _ •.• ~� Cig C3 a d •�� Q (n *t •aC cn + + , ; ,M d' N N N C- n oa �-- --i CU v �,: -i O c i LL: J 0 c i i.,_ v � tn c> M ® C28 5.00' 3.99' 2.11' 45'41'36" C9 0: ccnn v �? r ± ± � tea. Ui � �' 4 v O ,� •�- r C29 484.50' 5.49' 2.74' 0°3857" -�---- CR_ .. _ _- �_ _ • CIO ®� a v1 cn C4 V_ r7 M M M m o + ca •- .- en • u� n c, L m ... ti�o �`-.,,,,,, el8 _ d �t U <t ¢ •- MM •- N N � c+v c+v MM -- ++ c" "` CI CI C30 505.00' 107.88' 54.14' 1214'22" =� C7 _ °...,,.�•g 5 � a:cnEnUjNcn ..s qQd VMM pQat f- ,- AMM BBQ f- �- r 1 cv < < NtV AMM , M v C31 f 495.00 f 105.74 f 53.07 f fr 121422 ' ... mcncn c: co c: ncn �icncn v �a N M �-- Cl2 -. a- C32 512.50' 87.68' 43.95' 9'48'10" cn C33 522.50' 89.39' 44.81' 9°48'10" ,�,� -_ _ �. Ply '' - .. _ C17 C27 PACE C13 ... •-•-• ---. � +00 C14 �. _ C15 C28 •_. ~ HANDICAP C29 --•.... PARKING PATE APPROVM E '�• - PARK ARK SIZE PLAN � 32+00 CONTRACTOR VERIFY THE LOCATIONAND ELEVATION OF EXISTING FLOWLINE BOUNDARY r NOTIFY DISCREPANCIES i N 26+50 27+00 28+00 +0 30+00 (STA. 26+92.87 F.L. TO 32+21.99 F.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL _f LEGEND(QONT.)-#, -A- R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: VERT. CUR ABIREMAD S FLOWLINE POVC POINT ON VERTICAL CURVE "R1-1" -ONE WAY - STOP "S5-2" - END SCHOOL ZONE R6-1 CL CENTERLINE BVC BEGIN VERTICAL CURVE "R5-1" - DO NOT ENTER - END ELEV ELEVATION EVC END TICAL CURVE "W14-1' " » W14-1 -DEAD END R26(CA� - NO PARKING "W14--2" BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R3 -5R - RIGHT TURN ONLY - NO OUTLET ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE C14 I bo L0 » „ "R81(CA)" - BIKE LANE WI -6 - SINGLE ARROW EC n "W3-3" - SIGNAL AHEAD "WI -1" - CURVE ARROW cMv POINT OF INTERSECTION TP TOP OFPAVEMENT - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS `hi, p. OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE 0 STORM DRAIN MANHOLE - PJL 1 ! REFER TO SEWER & STORM DRAIN PLANS E.P. M F.O.C. M CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER P.A.F.L. M C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. Ps FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® CONSTRUCT TYPE "A" CATCH BASIN NTH 3.5' OPENING PER @ EXISTING SURVEY MONUMENT C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. S SEWER - REFER TO SEWER & STORM DRAIN PLANS FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. Q SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. --C>- FURNISH & INSTALL PRIVATE STREET UGHT-5800 LUMEN "LED" 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TYPE PER DETAIL "7" ON SHEET 4. -�- FURNISH & INSTALL STREET UGHT-95 LUMEN PER - - - CENTERLINE C.C.B. STD. ST -14. TRACT BOUNDARY M APPROX. XISIING ® ® ■■�■ ® ® r UNIT BOUNDARY CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY WJ3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) CONSTRUCTION LIMITS EDPARKING AREA - SEE CONSTRUCTION NOTE 6. C) W o w J > W �. J w W III III M I � -- _ N _ f _ _ _ _ _i z v I �9�gtin m W rq • � W • � rn c=o cciU pF, (A � 00 p ::1 CO i 1 (n + � + + vv _ _ _ S_®' + I cri - . in � S~0.25% S=-0.25% U3 _5=0.5m N S=- .25% + °`" -0.25 _ FUTURE Z W�°S' h -' m FQ- �'• •�C �' tQ- � G a v f � = 0 TURE FL PROPOSED NORTH FLOWLINE a: v, W z ao EXISTING FLO NE oncn c� f ¢ i 5=0.71% i3 � P TRACT 72 ®® _ S= .25% -- S=-O. _ - _ _ + A PROVED S EET PLANS , ,'!5x S 0.25% _ v j4j cn 26+50 27+00 28+00 +0 30+00 (STA. 26+92.87 F.L. TO 32+21.99 F.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL _f LEGEND(QONT.)-#, -A- R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: VERT. CUR ABIREMAD S FLOWLINE POVC POINT ON VERTICAL CURVE "R1-1" -ONE WAY - STOP "S5-2" - END SCHOOL ZONE R6-1 CL CENTERLINE BVC BEGIN VERTICAL CURVE "R5-1" - DO NOT ENTER - END ELEV ELEVATION EVC END TICAL CURVE "W14-1' " » W14-1 -DEAD END R26(CA� - NO PARKING "W14--2" BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R3 -5R - RIGHT TURN ONLY - NO OUTLET ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7" - KEEP RIGHT "Wt -7" -DOUBLE ARROW I BEGIN CURVE PCC POINT OF COMPOUND CURVATURE » „ "R81(CA)" - BIKE LANE WI -6 - SINGLE ARROW EC END CURVE TC TOP OF CURB "W3-3" - SIGNAL AHEAD "WI -1" - CURVE ARROW PIVC POINT OF INTERSECTION TP TOP OFPAVEMENT - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE 0 STORM DRAIN MANHOLE - PJL PROPERTY LINE RJW RIGHT-OF-WAY REFER TO SEWER & STORM DRAIN PLANS E.P. EDGE OF PA ENT A.P. ANGLE POINT F.O.C. FACE OF CURB CJG CURB AND GUTTER CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER P.A.F.L. PARKING AREA FLOW LINE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® CONSTRUCT TYPE "A" CATCH BASIN NTH 3.5' OPENING PER @ EXISTING SURVEY MONUMENT C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. S SEWER - REFER TO SEWER & STORM DRAIN PLANS FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. Q SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. --C>- FURNISH & INSTALL PRIVATE STREET UGHT-5800 LUMEN "LED" 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TYPE PER DETAIL "7" ON SHEET 4. -�- FURNISH & INSTALL STREET UGHT-95 LUMEN PER - - - CENTERLINE C.C.B. STD. ST -14. TRACT BOUNDARY M M M13, ® ® ■■�■ ® ® r UNIT BOUNDARY CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY WJ3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) CONSTRUCTION LIMITS EDPARKING AREA - SEE CONSTRUCTION NOTE 6. C) o w J > W �. J w W III III M I W a W z U' ? rn c=o cciU 00 p ::1 CO i 1 + + + + + cri in � cri N + °`" �` W Z ®rte hf Z W�°S' h -' m FQ- �'• •�C �' tQ- � G a v f � = 0 TURE FL = m cn a: v, W oncn f ¢ i 5=0.71% S- / _ S= .25% -- S=-O. _ - _ _ , ,'!5x S 0.25% _ PR OSED SO1J FLOWLINE, -' •`' --� a00 STINGFLC 4:1 TOM TCN o rS "_ -- _ - -- -- -- -'" _` -~ - -- -- �A -- -- - _" z r ER TRACT 7 EXST. + OX. EXIS G o ''� +r APPROVEDS m N GR E FLO NE Ma Z � d 26+50 27+00 28+00 29+00 0+00 (STA. 27+15.64 T4 32+42.63 F.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL 5 141 360 358 356 354 352 350 UNE 56 trrT 4 DETAIL "A" a (PROPOSED DROP-OFF AREA) SCALE: 1" - 30' L LEGEND(QONT.)-#, -A- R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: FL ABIREMAD S FLOWLINE POVC POINT ON VERTICAL CURVE "R1-1" -ONE WAY - STOP "S5-2" - END SCHOOL ZONE R6-1 CL CENTERLINE BVC BEGIN VERTICAL CURVE "R5-1" - DO NOT ENTER - END ELEV ELEVATION EVC END TICAL CURVE "W14-1' " » W14-1 -DEAD END R26(CA� - NO PARKING "W14--2" BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R3 -5R - RIGHT TURN ONLY - NO OUTLET ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7" - KEEP RIGHT "Wt -7" -DOUBLE ARROW BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE » „ "R81(CA)" - BIKE LANE WI -6 - SINGLE ARROW EC END CURVE TC TOP OF CURB "W3-3" - SIGNAL AHEAD "WI -1" - CURVE ARROW PIVC POINT OF INTERSECTION TP TOP OFPAVEMENT - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE 0 STORM DRAIN MANHOLE - PJL PROPERTY LINE RJW RIGHT-OF-WAY REFER TO SEWER & STORM DRAIN PLANS E.P. EDGE OF PA ENT A.P. ANGLE POINT F.O.C. FACE OF CURB CJG CURB AND GUTTER CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER P.A.F.L. PARKING AREA FLOW LINE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® CONSTRUCT TYPE "A" CATCH BASIN NTH 3.5' OPENING PER @ EXISTING SURVEY MONUMENT C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. S SEWER - REFER TO SEWER & STORM DRAIN PLANS FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. Q SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. --C>- FURNISH & INSTALL PRIVATE STREET UGHT-5800 LUMEN "LED" 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TYPE PER DETAIL "7" ON SHEET 4. -�- FURNISH & INSTALL STREET UGHT-95 LUMEN PER - - - CENTERLINE C.C.B. STD. ST -14. TRACT BOUNDARY EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS ® ® ■■�■ ® ® r UNIT BOUNDARY CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY WJ3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) CONSTRUCTION LIMITS EDPARKING AREA - SEE CONSTRUCTION NOTE 6. LE ENC? (CON!.)-. 1 CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK - SEE SCHEDULE 1 FLOWLINE 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 DUGNA1199 SECTION LEM A SHEET VMW SECTIONWN IS SHO T 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 "" WITH 3.' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. CONSTRUCTION NOTES: 0 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 2 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: CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL "6" ON SHEET 4. CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "1" ON SHEET 4. PARKING AREA 6" THICK CONCRETE- SEE DETAIL "4" ON SHEET 4. 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. 8 CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "2" ON SHEET 4. 9 CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "3" ON SHEET 4. 10 CONSTRUCT TYPICAL STREET BULGE- SEE DETAIL "5" ON SHEET 4. 1 HIGHGATE COMMUNITY RECREATION CENTER NOT A PART OF THESE PLANS. RECREATION FACILITY SIDEWALK NOT SHOWN FOR CLARITY. SEE APPROVED HIGHGATE COMMUNITY RECREATION CENTER PLANS FOR SIDEWALK LOCATION AND LAYOUT. (APPROVED 10/20/16) t • 09 40'• Know what's below, Call before you dig. III III R%W � � r 12' 1 18' 1 18' 1 12' I I 5' 7' 0'-8' 6' 20' 12' 12' 6' I 7' 5' I SID£- LANDSCAPE PARKING 12'-20' LANE �. LANE PARKING LANDSCAPE SIDE - AREA 0 W zW W z AREA WALK OLD TOWN o 7'-15' 5' I SIDE- WALK j 2% U MAX 29 ® n. W LANE � cin o � a 2% j 2 MAX. _ LOT SIDE _ 02%�, �` EXPANSION JOINT PROPOSEDr I 2% AREA MAX, .-4."`1:�,'jy [ k 1 ,..-, r� x....}_-2.3., _ ; 7: {ri ={ } ? : _.' # PROPOSED SIDEWALK AREA 2% i -'-SIDEWALK .20' A. C. PA I/!NG 6" CONCRETE w% 3.4% MAX. 0 40' AGG BASE 6" OG COMP. TO 95X A. C. PAVING v: ' 0.50' COMPACTED SUBGRADE PROPOSED _; 4. t rte` s= 0 95.x' REL. DENSITY. --j I - _ r,-;'.' PROPOSED SIDEWALK STREET SECTION A 2% = 0.20' A. C. PA VING SIDEWALK 6" CONCRETE Wl SCALE: 1"=1 0' 4 -a40' AGG. BASE =10 LOT SIDE (PRIVATE STREET) °" t '� �� c 0 tU r r <: lt�� ..� _ r �4)�}4�4 Ct C}C7�'C)0 -, x > o n 0.50' COMPACTED SUBGRADE WMSP EXHIBIT 4-19 �y .-.�i:.r.e�... '`/f,r 'f ,t` f _- <>; v 'S -. ,.`J/ ,.' of, f\` 4E' '\ r l ;''' `..l , ;f l �,i f� \/f` TI=4.5 R=51 ' 0 13' LANDSCAPE AREA Ujz Pt 2% o MAX..? 4m a5/" compAcTED COMPACTED TO • 0 m1 f n 12' W m 2 -j. 7z m 10. ! 0.40** BASE' L/ 50 i • • C TED ,i G. TO 95X RELA 77 VE DENSITY STREET SECTION 4 i PARKING)(PRIVATE STREET) WMSP EXHIBIT 4-19 (ONE SIDED 10 90' RIGHT OF WAY R 12'-20' 0'-8' 20' 10' LANDSCAPE 20' 0'-8' 12'-20' I PARKING 1111111111 DRIVE AISLE MEDIAN DRIVE AISLE PARKING I 5' 7'-15' POLE OLD TOWN 7'-15' 5' I SIDE- WALK W z W LANE � LANE Z LANDSCAPE LOT SIDE 2' 6' EXPANSION JOINT LANDSCAPE WALK I 2% AREA MAX, 1.5% MIN. �' 1.5% MIN. ® ® E! AREA 2% i 5' SIDEWALK P f L 3.4% MAX. 3.4% MAX. r.. P1L A. C. PAVING v: ' ,_ PROPOSED _; 4. t rte` s= _. 5 �- --j I - _ r,-;'.' PROPOSED SIDEWALK u-µ 2% = 0.20' A. C. PA VING SIDEWALK 6" CONCRETE Wl R=10' R=10 -a40' AGG. BASE =10 LOT SIDE 6 COMP. TO 95X °" t '� �� c 0 tU r r <: lt�� ..� _ r �4)�}4�4 Ct C}C7�'C)0 -, x > o n 0.50' COMPACTED SUBGRADE �y .-.�i:.r.e�... '`/f,r 'f ,t` f _- <>; v 'S -. ,.`J/ ,.' of, f\` 4E' '\ r l ;''' `..l , ;f l �,i f� \/f` 0 95X REL. DENSITY. ' m STREET SECTION IM EXPANSION JOINTS EA. 30' i, f f , Jff m� ` i`` -; WEAKENED PLANE JTS. EA. 15 ° 'f, '.- 5 SIDEWALKDEWALKP.A.F.L. ' SCALE: 1"=1 0' \,-4J POUR ON COMPACTED SUBGRADE -0-1"'A) 1.5% _ A I� IMAX ®TES SIDEWALK a SIDEWALK 1.5% g Nz,--SEE NOTE 9 MAX 1. AS SITE CONDITIONS DICTATE, CASE A THROUGH 7. THE ADJACENT SURFACES AT TRANSITIONS AT ul ci Z m x FRONT EDGE CASE G CURB RAMPS MAY BE USED FOR CORNER CURB RAMPS TO WALKS, GUTTERS, AND STREETS •- �. OF SIDEWALK INSTALLATIONS SIMILAR TO THOSE SHOWN IN DETAIL SHALL BE AT THE SAME LEVEL A AND B. THE CASE OF CURB RAMPS USED IN FRONT DETAIL A DO NOT HAVE TO BE THE SAME. CASE A 8. COUNTER SLOPES OF ADJOINING GUTTERS AND EDGE OF 6" THROUGH CASE G CURB RAMPS ALSO MAY BE USED ROAD SURFACES IMMEDIATELY ADJACENT TO AND SIDEWALK nP AT MID BLOCK LOCATIONS, AS SITE CONDITIONS WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT z DICTATE. EXCEED 1" OF DEPTH FOR EACH 2'-0" OF WIDTH. o°oaaoa9 0000000°0 P w 000000 000988 RETAINING 0000 p 00 z OOOO 000000 D0080'x0000-< 90 0000 990000 CURB (BOTH 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK 9. CURB RAMPS SHALL HAVE A DETECTABLE 0000tf3 4 0900 � '¢ 0000 � 0000 0000 ° 0000 Q 0000 0000 m » 9% MAX 0$00 0 0000 9% MAX 10000 10000 SIDES OF IS TOO SHORT TO ACCOMMODATE RAMP AND 4'-2- WARNING SURFACE THAT EXTENDS THE FULL WIDTH AT CURB 0100000 0$0000 AT CURB 08000 800 0 RAMP) PLATFORM (LANDING) AS SHOWN IN CASE A, THE AND 3' DEEP STARTING FROM THE BACK OF THE 000000 000000 000000 0000 o SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CURB. A 4'-0" WIDE DETECTABLE WARNING 4- MIN CASE B, OR C OR MAY BE WIDENED AS IN CASE D. SURFACE MAY BE USED ON A 4'-2" WIDE CURB 2 , SEE NOTE 9 RAMP. DETECTABLE WARNING SURFACES SHALL 3. WHEN RAMP IS LOCATED IN CENTER OF CURB CONFORM TO THE REQUIREMENTS IN THE STANDARD 4'-2" A RETURN, CROSSWALK CONFIGURATION MUST BE SPECIFICATIONS. MIN SIMILAR TO THAT SHOWN FOR DETAIL B. CASE A CASE F 4. AS SITE CONDITIONS DICTATE, THE RETAINING 10. "SIDEWALK AND RAMP THICKNESS, "T", SHALL BE CURB SIDE AND THE FLARED SIDE OF THE CASE G 3.5 MINIMUM. RAMP SHALL BE CONSTRUCTED IN REVERSED 11 UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL POSITION. OTHER UTILITY FACILITIES WITHIN THE BOUNDARIES OF GUTTER 5. IF LOCATED ON A CURVE, THE SIDES OF THE THE CURB RAMP WILL BE RELOCATED OR ADJUSTED FLOWUNE TOP OF RAMP 4'-2" MIN RAMP NEED NOT BE PARALLEL, BUT THE MINIMUM TO GRADE BY THE OWNER PRIOR TO, OR IN ROUNDED WIDTH OF THE RAMP SHALL BE 4'-2". CONJUNCTION WITH, CURB RAMP CONSTRUCTION. 1.5% MAX-)s-� 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY 12 DETECTABLE WARNING SURFA S MAY HAVE TO 7.5% MAX FROM A MAXIMUM OF 9% AT CURB TO CONFORM WHILE BE CUT TO ALLOW REMOVAL OF UTILITY COVERS SEE NOTE 8 WITH LONGITUDINAL SIDEWALK SLOE ADJACENT TO AND DEPTH. FULL DETECTABLE WARNING WIDTHSECTION A --A TOP OF THE RAMP, EXCEPT IN CASE C AND CASE F. (0 0 0 C) 1.67" TO 2.3 " Q © ® 0.45" CENTER TO CENTER © a a TOP DIA SPACING RAISED TRUNCATED 0.9" DOME PATTERN (IN --LINES BASE DBA DETECTABLE WARNING SURFACE RAISED TRUNCATED DOME (SEE NOTE 10) CURB RAMP DETAIL 6 IN ACCORDANCE WITH CALTRANS REVISED JULY 2016 STD. A88A SCALE: NONE m R-10' R=25-1% =10' LIGHT POST 1111111111 S i " VARIES ` r RBARRINGTON POLE OLD TOWN 15' MIN LOT SIDE 2' 6' EXPANSION JOINT AT SIDEWALKS. 6" 5' SIDEWALK P f L PROPOSED CONCRETE WALK, WHERE OCCURS. j r r.. P1L A. C. PAVING v: ' 2 C ' SEE STREET FINISH GRADE -------- -`� -- IN > ;�? ® CROSS SECTION 2% `�` R=10' R=10 FCONCRETE IN PARKING AREAS ........_. {":`. { ; '1't . R=1 j2 { o (SEE DETAIL 4 THIS SHEET) =10 LOT SIDE °" t '� �� c 0 tU r r <: lt�� ..� _ r �4)�}4�4 Ct C}C7�'C)0 -, x > o n N0 _ 0 `"•"C N,.G' <,) K `"'=^, Cr £3. r; 0000 z, rt4 �y .-.�i:.r.e�... '`/f,r 'f ,t` f _- <>; v 'S -. ,.`J/ ,.' of, f\` 4E' '\ r l ;''' `..l , ;f l �,i f� \/f` CLASS B CONCRETE (5 SACK) � > 0 0 U C r r , t r ® } ' m EXPANSION JOINTS EA. 30' i, f f , Jff m� ` i`` -; WEAKENED PLANE JTS. EA. 15 ° 'f, '.- 5 SIDEWALKDEWALKP.A.F.L. ' �" 0.50 E A CONC. POUR ON COMPACTED SUBGRADE 12' C PRIVATE STREET 0.50$ COMPACTED O.G. 9» �IIIIIIIII TO 95% RELATIVE DENSITY DETAIL "1 DETAIL 9$2$$TIL " " IL $$" " CONCRETE CURBTYPICAL CORNER' -TYPICAL BUI G ISI OWLINE N.T.S. N.T.S. N.T.S. N.T.S. -0-1"'A) 1.5% _ A I� IMAX ®TES SIDEWALK a SIDEWALK 1.5% g Nz,--SEE NOTE 9 MAX 1. AS SITE CONDITIONS DICTATE, CASE A THROUGH 7. THE ADJACENT SURFACES AT TRANSITIONS AT ul ci Z m x FRONT EDGE CASE G CURB RAMPS MAY BE USED FOR CORNER CURB RAMPS TO WALKS, GUTTERS, AND STREETS •- �. OF SIDEWALK INSTALLATIONS SIMILAR TO THOSE SHOWN IN DETAIL SHALL BE AT THE SAME LEVEL A AND B. THE CASE OF CURB RAMPS USED IN FRONT DETAIL A DO NOT HAVE TO BE THE SAME. CASE A 8. COUNTER SLOPES OF ADJOINING GUTTERS AND EDGE OF 6" THROUGH CASE G CURB RAMPS ALSO MAY BE USED ROAD SURFACES IMMEDIATELY ADJACENT TO AND SIDEWALK nP AT MID BLOCK LOCATIONS, AS SITE CONDITIONS WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT z DICTATE. EXCEED 1" OF DEPTH FOR EACH 2'-0" OF WIDTH. o°oaaoa9 0000000°0 P w 000000 000988 RETAINING 0000 p 00 z OOOO 000000 D0080'x0000-< 90 0000 990000 CURB (BOTH 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK 9. CURB RAMPS SHALL HAVE A DETECTABLE 0000tf3 4 0900 � '¢ 0000 � 0000 0000 ° 0000 Q 0000 0000 m » 9% MAX 0$00 0 0000 9% MAX 10000 10000 SIDES OF IS TOO SHORT TO ACCOMMODATE RAMP AND 4'-2- WARNING SURFACE THAT EXTENDS THE FULL WIDTH AT CURB 0100000 0$0000 AT CURB 08000 800 0 RAMP) PLATFORM (LANDING) AS SHOWN IN CASE A, THE AND 3' DEEP STARTING FROM THE BACK OF THE 000000 000000 000000 0000 o SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CURB. A 4'-0" WIDE DETECTABLE WARNING 4- MIN CASE B, OR C OR MAY BE WIDENED AS IN CASE D. SURFACE MAY BE USED ON A 4'-2" WIDE CURB 2 , SEE NOTE 9 RAMP. DETECTABLE WARNING SURFACES SHALL 3. WHEN RAMP IS LOCATED IN CENTER OF CURB CONFORM TO THE REQUIREMENTS IN THE STANDARD 4'-2" A RETURN, CROSSWALK CONFIGURATION MUST BE SPECIFICATIONS. MIN SIMILAR TO THAT SHOWN FOR DETAIL B. CASE A CASE F 4. AS SITE CONDITIONS DICTATE, THE RETAINING 10. "SIDEWALK AND RAMP THICKNESS, "T", SHALL BE CURB SIDE AND THE FLARED SIDE OF THE CASE G 3.5 MINIMUM. RAMP SHALL BE CONSTRUCTED IN REVERSED 11 UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL POSITION. OTHER UTILITY FACILITIES WITHIN THE BOUNDARIES OF GUTTER 5. IF LOCATED ON A CURVE, THE SIDES OF THE THE CURB RAMP WILL BE RELOCATED OR ADJUSTED FLOWUNE TOP OF RAMP 4'-2" MIN RAMP NEED NOT BE PARALLEL, BUT THE MINIMUM TO GRADE BY THE OWNER PRIOR TO, OR IN ROUNDED WIDTH OF THE RAMP SHALL BE 4'-2". CONJUNCTION WITH, CURB RAMP CONSTRUCTION. 1.5% MAX-)s-� 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY 12 DETECTABLE WARNING SURFA S MAY HAVE TO 7.5% MAX FROM A MAXIMUM OF 9% AT CURB TO CONFORM WHILE BE CUT TO ALLOW REMOVAL OF UTILITY COVERS SEE NOTE 8 WITH LONGITUDINAL SIDEWALK SLOE ADJACENT TO AND DEPTH. FULL DETECTABLE WARNING WIDTHSECTION A --A TOP OF THE RAMP, EXCEPT IN CASE C AND CASE F. (0 0 0 C) 1.67" TO 2.3 " Q © ® 0.45" CENTER TO CENTER © a a TOP DIA SPACING RAISED TRUNCATED 0.9" DOME PATTERN (IN --LINES BASE DBA DETECTABLE WARNING SURFACE RAISED TRUNCATED DOME (SEE NOTE 10) CURB RAMP DETAIL 6 IN ACCORDANCE WITH CALTRANS REVISED JULY 2016 STD. A88A SCALE: NONE m 30" 15" RADIUS .IGHT BASE c"bliftind_ _. IMAIII&IMMI111 Immix STREET L1,11G1p111,,HT DETAIL 1)71 6" SLAB SEE C.O.B. STD ST -14 (4)Wx18"x3".dt ANCHOR BOLTS (4) A- x 18" x 3" z ANCHOR BOLTS Y ANCHOR LAYOUT MANUFACTURER (PRIVATE STREET) WMSP EXHIBIT 4-19.1 TI=4.5 R=51 6" CONCRETE CURB SEE DETAIL 1 LOT SIDE 5' SIDEWALK P A R-10' R=10' 6 N 15 P.A. F. L. CL PEMBERLEY PASSAGE DETAIL "" TYPICAL BULGE N.T.S. CONSTRUCTION CONSTRUCT .C.O.B.1 2 CONSTRUCTDETACHED STANDARD TYPE SIDEWALK-C.O.B.i INSTALL i 1,.i DETAIL i ..-/ ..-. 00 REVISED ii'i /88. OR i ON CONSTRUCT CONCRETE CURB WITH 12" TOTAL .. HEIGHT . AND . REVEAL PER i ON PARKING CONCRETE- DETAIL W ON SHEET 4. INSTALL W31(CA) SIGN WITH OM/-3MARKER • BOUNDARY OF TRACTf CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN NTH CONSTRUCTION OF ADJACENT PHASE. CONSTRUCT TYPICALi• - DETAIL Y ON CONSTRUCT TYPICAL STREET SEE1 ON BULGE VJ CONSTRUCT TYPICAL HIGHGATE i RECREATION CENTER NOT A "A• OF PLANS. RECREATION i NOT i FOR CLARITY. SEE APPROVED HIGHGATE COMMUNITY. + mr PLANS . SIDEWALK LOCATION ti Ai i LAYOUT. # ..•ai i. •. • Know what's below. Call beforei LIGHT POST 1111111111 S i " ` r RBARRINGTON POLE OLD TOWN 30" 15" RADIUS .IGHT BASE c"bliftind_ _. IMAIII&IMMI111 Immix STREET L1,11G1p111,,HT DETAIL 1)71 6" SLAB SEE C.O.B. STD ST -14 (4)Wx18"x3".dt ANCHOR BOLTS (4) A- x 18" x 3" z ANCHOR BOLTS Y ANCHOR LAYOUT MANUFACTURER (PRIVATE STREET) WMSP EXHIBIT 4-19.1 TI=4.5 R=51 6" CONCRETE CURB SEE DETAIL 1 LOT SIDE 5' SIDEWALK P A R-10' R=10' 6 N 15 P.A. F. L. CL PEMBERLEY PASSAGE DETAIL "" TYPICAL BULGE N.T.S. CONSTRUCTION CONSTRUCT .C.O.B.1 2 CONSTRUCTDETACHED STANDARD TYPE SIDEWALK-C.O.B.i INSTALL i 1,.i DETAIL i ..-/ ..-. 00 REVISED ii'i /88. OR i ON CONSTRUCT CONCRETE CURB WITH 12" TOTAL .. HEIGHT . AND . REVEAL PER i ON PARKING CONCRETE- DETAIL W ON SHEET 4. INSTALL W31(CA) SIGN WITH OM/-3MARKER • BOUNDARY OF TRACTf CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN NTH CONSTRUCTION OF ADJACENT PHASE. CONSTRUCT TYPICALi• - DETAIL Y ON CONSTRUCT TYPICAL STREET SEE1 ON BULGE VJ CONSTRUCT TYPICAL HIGHGATE i RECREATION CENTER NOT A "A• OF PLANS. RECREATION i NOT i FOR CLARITY. SEE APPROVED HIGHGATE COMMUNITY. + mr PLANS . SIDEWALK LOCATION ti Ai i LAYOUT. # ..•ai i. •. • Know what's below. Call beforei 1111111111 �IIIIIIIII