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HomeMy WebLinkAbout1.1-7255 Ph 2A.C. PAVING TESTING NOTES: STOCKS STANDARD NOTES SP7-39.01 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND 00 CUYD SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND STATE OF CA., DEPT. OF 7-1. ASPHALT CONCRETE (TYPE 'A'). ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL CUYD TRANSPORTATION STANDARD SPECIFICATIONS. ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM "ASPHALT 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART TO THE PROVISIONS IN SECTION 39, CONCRETE." OF THE STANDARD SPECIFICATIONS AND 2 OF THESE PLANS: THESE SPECIAL PROVISIONS. LF ST -1, ST -3, ST -4, ST -6, ST -7, ST -9, ST -13. ST -14, PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A SQFT ST -15, ST -158, ST -16, ST -18, ST -19, D-14, D-16, T-1 (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF 3. PAVEMENT - SECTION 39-2.02. "AGGREGATE," OF THE SPECIFICATIONS FOR 3/4" MAXIMUM. MEDIUM GRADING. MING PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: fL LENGTHS (LOCAL STREETS) EA. 0.20' TYPE "B" ASPHALT CONCRETE OVER0.40' ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED AGGREGATE BASE OVER ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) 1.00' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 95% ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED RELATIVE DENSITY PER C.O.B. STD. ST -9. BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM "GRADES," 11 zN PAVING FOR WYNYARD DRIVE (LOCAL COLLECTOR): -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, OF THE STANDARD 0.30' TYPE "B" ASPHALT CONCRETE OVER SPECIFICATIONS. �O 0.40' AGGREGATE BASE OVER THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY IL an 1.00' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 95% THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS RELATIVE DENSITY PER C.O.B. STD. ST -9. PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF ENGINEER. BAKERSFIELD STD. DWG. ST -13. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE QQ TO BE INSTALLED ENGINEER'S REVIEW AND APPROVAL: z W O EXISTING A. A LIST OF AGGREGATE AND ASPHALT SOURCES. 5. INSTALL TRAFFIC CONTROL SIGNS m INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD -O- INSTALL STANDARD STREET UGHTS, 5800 LUMEN H.P.S.V. ON 16' SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND POST TOP PER DETAIL ON STH 5 EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST INSTALL STREET LIGHTS, 9500 LUMEN H.P.S.V. PER DETAIL ON SHT. 10 RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. OUTHERN PACIFIC RAILROAD STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. 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 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS STREETS UNLESS OTHERWISE NOTED. 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 7. INSTALL 5.0' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 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 8. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. EACH SEWER LATERAL WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING 9. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. PAVEMENT SHALL BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF MINIMUM OF 6" THICK. PAVEMENT. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT 10. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4- BELOW OF ASPHALT HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD PAVEMENT GRADE. SPECIFICATIONS SHALL BE MET. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL 11 UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. LIMITS OF CONSTRUCTION. 12. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR OTHERWISE PERMITTED BY THE ENGINEER. EQUAL ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. 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 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED SMOOTH, TAPERED CONNECTIONS. STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR PRIOR TO ISSUANCE OF THE PERMIT. B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR BE SUBSTITUTED WITH PARAFFIN. ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. CONSTRUCTION, LATEST EDITION ("GREENBOOK"). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. 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, AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. CONFORMS WHEN PAVING OPERATIONS RESUME. 15. SUBGRADE PREPARATION: THE CONTRACTOR SHALLFINE GRADE AND COMPACT WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 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 16. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM STANDARD DETAIL ST -22. TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER 17. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CONFORMS WHEN PAVING OPERATIONS RESUME. CITY ENGINEER. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL 18, PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBUC DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN 24 HOURS WITH CALIFORNIA TEST 375. NOTICE. (661) 326-2049. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER 19. OUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING CONTRACTOR IS REWIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 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 20. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE STORM WATER POLLUTION PREVENTION PLAN (SWAPP) FOR THIS PROJECT FROM THE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF DENSITY REQUIREMENTS. CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REWIRED TO COMPLY WITH PROVISIONS OF SAID PLAN. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96%, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT 21. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANTS SHALL BE REMOVED AND REPLACED PITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY DISCHARGE EUMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (Na) TO COMPLY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUC110N ACTIVITY (SWRCB ORDER NO. 2009 -009 -OWE AS AMENDED BY EE CCoo �ADWAYrnACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBUC INSPECTION DURING NORMAL ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (MID) #5F15C371211 HAS SHALL BE AT THE CONTRACTOR'S EXPENSE. BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. 22, ANY WORK CONNECTING TO EXISTING PUBUC FACIUTIES FROM PRIVATE - ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE PROPERTY WILL REWIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO. THE NEAREST EXISTING PUBUC RIGHT-OF-WAY TO ESTA13USH THE NECESSARY DEPOSIT FOR LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE IMPROVEMENTS, OR PUBUC TRACTS WITHOUT RECORDED MAPS) 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. 23. INSTALL BLUE MARKERS AT CENTERUNE FOR FIRE HYDRANT LOCATIONS 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 24. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY ENGINEER.. THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO COMPACTION TESTS SHAD- BE THE RESPONSIBIUTY OF THE DEVELOPER SUBDIVIDER CONTRACTOR. THE NUMBER & / / THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING APPROVAL LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. NOTE: 95% COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. 25. ANY ITEMS IN PUBUC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBUC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY 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 26. STREET UGHT LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) "GREENBOOK ......... TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE CONFORMING TO SECTION 200-2.4 OF THE WHICH ALLOWS UP TO 50% OF THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE. LEAN CONCRETE BASE, UGHTING SPECIFICATIONS. CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL TO BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 957a OF MAXIMUM DRY DENSITY. 27. NO CITY INSPECTION WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THERON, THE GRADING PLANE SHALL CONFORM SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 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. CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS VICINITY MAP NO SCALE BASIS OF BEARINGS: THE BEARING OF N 01'02'20" E 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 BEARING SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF MING AVENUE AND ALLEN RD., ALSO BEING THE NORTHWEST CORNER OF SECTION 12, T.30S., R.26E., ELEV = 367.96' (NAVD 88 DATUM) NOTE: SUBTRACT 1.98 FEET TO GET TO USGS/CITY DATUM PROJECT AREA: UNIT 2 - 5.31 ACRES INDEX OF SHEETS SHEET ¶�E. 1. TITLE SHEET 2. AUDLEY END PLACE STA. 10+00.00, C.L. TO STA. 15+30.46 C.L. 3. DETAILS LEGEND: ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTTRUNE 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 P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE PA PROPERTY UNE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. EXISTING C/G CURB AND GUTTER FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. SID. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -c �- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL -e- FURNISH & INSTALL PUBUC STREET LIGHT ALONG HOVING HAM DRIVE. PUBUC STREET LIGHTS ARE TO BE "LED" AS SPECIFIED IN C.O.S. SPECIAL PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCLUDE: HOLOLPHANE UNI SERIES; LEO TT:K GCI SERIES; CRE XSP SERIES OR APPROVED EQUAL cam- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. SID. ST -4. (UNLESS OTHERWISE NOTED) R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: �- "Rt -1" - STOP "116-1" - ONE WAY 'S5-2" - END SCHOOL ZONE "R5-1" - DO NOT ENTER •W31(CA)" - END "R26(CA)' - NO PARKING W14-1 "' -DEAD ENO "R3 -5R - RiGiT TURN ONLY 'WI4-2" - E END "R4-7'- KEEP RIGHT TLET 'WI -7' - DOUBLE ARROW "R81(CA)' - BIKE LINE _6" -SINGLE ARROW 'W3-3' - SIGNAL AHEAD CONSTRUCT CATCH BASIN TPE_Aw _ECO11 0-14. EXISTING CATCH BASIN '0 EXISTING STORM DRAIN MANHOLE (� EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT -- NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS --- - EXISTING STORM DRAIN UNE s EXISTING SEWER UNE TRACT BOUNDARY -■ - -- _ - - -- -- ■- - -■ PHASE BOUNDARY O1 CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE EO FLOWUNE STATION - SEF TABLE lwf VESTING TENT. UNIT 2 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2. ANY FACILITY NOT IN THE PUBLIC RIGHT OF WAY IS TO BE PRIVATELY MAINTAINED 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. LIST OF MATERIALS ITEM STOCKS UNITS 2 a T. 30 S:, R. 26 E. y� 00 CUYD 238 SUBGRADE PREPARATION CUYD 596 PARKING SUBGRADE PREP. 0 3406 CONCRETE PARKING 2 PROJECT SI E 0 LF 1146 SIDEWALK SQFT 5864 W EA. P it MING AVENUE fL LENGTHS (LOCAL STREETS) EA. w� anm jos 11 zN 2 00 J r� �O a IL an s WHITE LANE S z W m 14 a 13 cn OUTHERN PACIFIC RAILROAD CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS VICINITY MAP NO SCALE BASIS OF BEARINGS: THE BEARING OF N 01'02'20" E 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 BEARING SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF MING AVENUE AND ALLEN RD., ALSO BEING THE NORTHWEST CORNER OF SECTION 12, T.30S., R.26E., ELEV = 367.96' (NAVD 88 DATUM) NOTE: SUBTRACT 1.98 FEET TO GET TO USGS/CITY DATUM PROJECT AREA: UNIT 2 - 5.31 ACRES INDEX OF SHEETS SHEET ¶�E. 1. TITLE SHEET 2. AUDLEY END PLACE STA. 10+00.00, C.L. TO STA. 15+30.46 C.L. 3. DETAILS LEGEND: ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTTRUNE 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 P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE PA PROPERTY UNE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. EXISTING C/G CURB AND GUTTER FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. SID. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -c �- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL -e- FURNISH & INSTALL PUBUC STREET LIGHT ALONG HOVING HAM DRIVE. PUBUC STREET LIGHTS ARE TO BE "LED" AS SPECIFIED IN C.O.S. SPECIAL PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCLUDE: HOLOLPHANE UNI SERIES; LEO TT:K GCI SERIES; CRE XSP SERIES OR APPROVED EQUAL cam- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. SID. ST -4. (UNLESS OTHERWISE NOTED) R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: �- "Rt -1" - STOP "116-1" - ONE WAY 'S5-2" - END SCHOOL ZONE "R5-1" - DO NOT ENTER •W31(CA)" - END "R26(CA)' - NO PARKING W14-1 "' -DEAD ENO "R3 -5R - RiGiT TURN ONLY 'WI4-2" - E END "R4-7'- KEEP RIGHT TLET 'WI -7' - DOUBLE ARROW "R81(CA)' - BIKE LINE _6" -SINGLE ARROW 'W3-3' - SIGNAL AHEAD CONSTRUCT CATCH BASIN TPE_Aw _ECO11 0-14. EXISTING CATCH BASIN '0 EXISTING STORM DRAIN MANHOLE (� EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT -- NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS --- - EXISTING STORM DRAIN UNE s EXISTING SEWER UNE TRACT BOUNDARY -■ - -- _ - - -- -- ■- - -■ PHASE BOUNDARY O1 CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE EO FLOWUNE STATION - SEF TABLE lwf VESTING TENT. UNIT 2 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2. ANY FACILITY NOT IN THE PUBLIC RIGHT OF WAY IS TO BE PRIVATELY MAINTAINED 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. LIST OF MATERIALS ITEM UNIT UNITS 2 A.C. PAVING TONS 233 CL. II AGG. BASE CUYD 238 SUBGRADE PREPARATION CUYD 596 PARKING SUBGRADE PREP. SF 3406 CONCRETE PARKING SF 3406 6" CURB AND GUTTER LF 1146 SIDEWALK SQFT 5864 STREET LIGHTS EA. 2 MONUMENT ENCASEMENTS EA. 3 fL LENGTHS (LOCAL STREETS) EA. 531 STORM DRAIN TR. 7255 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 i.r.rsorr.�-cn nj Iouin in-nnwi APPROVED BY. ROGER A. McINTOSH R.C.E. 33322 EXP. 6-30-16 1<. 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 INDICATED AS "PRIVATE" HEREIN ARE PRIVATE AND .ARE TO BE PRIVATELY MAINTAINED. APPROVED BY: NICOLAS FIDLER PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 EXP. 12-31-16 K7 REVIEWED BY. 5"2z. -7y1 jo Mt 1 4 ASSISTANT PUBLIC WORKS DIRECTOR REVIEWED BY. 7-Z- 3 /17 l l,6 TRAFFIC ENGINEER U RE Y jll�JCE _��vn� � I � .UP CURB AND GUTTER FLOWUNE CURB AND GUTTER KEY MAP SCALE: 1"=200' DENOTES SHEET NUMBER TYPICAL CATCH BASIN LOCATION AT CURB RETURN .Z - `/75S7- a N.T.S. CITY RECORDS NO.:. 0� 10 a cv u STATIONING TABLE - r�� I I REF. NO. DESCRIPTION 6-f�.'1111r I 8 I� }1111 B.C. II I 6 9 S89'46'55"E t 00 1 2 I 4 12+00 356.22' LZ II I N a; 6" I N - s - - - 8" SEWER s � \ ¢ a J SEWER 6 3 Co O ! + ® 20.00' C4 a ciL'- 355.86' _ - C', r-.r•7r7, T; �7 i 7771 , ' < g J -Q: o P.R.C. z o °f La- N cd J O K 3 STA. 11+86.82, F.O.C. 356.15 Q Cju:L1 STA. 11+71.76, 18.00 RT STA. 11+94.78, F.O.C. I J mp'm Uv4 W 355.84' Wim+ �� J, �� CV W La LJ� JIi3 Joh U ti STA. 13+40.46, 24.31 LT. 10 j0 Q �� �� tCn t0 m Co >-- O } ieii ^^a J cV *d -CEO mNN Lo Z STA. 14+83.21, F.O.C. 355.49' ® t 3 I La- U 4m f -z--- © P.R.C. y + + rCMV GRADE BREAK � , -- 355.30' ©9 P.R.C. STA. 14+05.48, 15.08 RT STA. 14+14.19, F.O.C. 8 ® P/L STA. 14+12.80, 18.00 RT Ox�Lf�` 355.56' ©1 P.R.C. C!)C's 0 0 z P.R.C. STA. 14+59.33, 15.12 RT. I STA. 14+66.61, F.O.C. aNN ® t~n N---N STA. 14+74.05, 12.05 RT. STA. 9+44.78, F.L.(AHEAD (A (A U) r� a -N�lal -�--��W M BEGIN C&G F.L/END P.A.F.L/ E.C.-END 6" CURB UNIT � �� STA 11+32.49 C.L. 12.00 LT. _ STA. 11+53.32, F.O.C.= STA. 11+52.23 P.A.F.L/F.L 1 7 I N 5 N I 4� I �I I � J ' I-- -' I a` J J ' t'I N LiI •�i cV II J I r ti ti Li v �vti I < Jd WI Jd dL_ ml W 10 LZ OI �m Jl�a$ wO <I �• r,LGoN Qrn R Q�I rn LiaOfO aCON [ZJLu ++ rim^ *mt0 M d Q� FC -i 13: N M d L�'T + J+ Z FHH o Q DQ p LI1Ncn a:toS/f < Q NN W LaicnNN F_ < cam3� 1;Q� 4 ��? NI Q� 6 1 _ STA. 9+80.00 C.L. a cv u STATIONING TABLE - r�� Iv REF. NO. DESCRIPTION 6-f�.'1111r F.O.C. STATION I� }1111 B.C. II STA. 11+37.41, F.Q.C. 6 _ S89'46'55"E t 00 1 2 3 4 12+00 356.22' LZ C STA. 11+54.64, 15.00 LT. S S00'13'05"W a; 6" N - s - - - 8" SEWER s � \ ¢ a J SEWER 6 3 Co O ! + ® 20.00' C4 STA. 13+25.43, F.O.C. 355.86' _ - O r-.r•7r7, T; �7 i 7771 , ' STA. 9+49.57, F.L -Q: o P.R.C. STA. 11+35.34, 15.00 RT STA. 11+55.91, F.O.C. La- N Z J O K 3 STA. 11+86.82, F.O.C. 356.15 Q Cju:L1 STA. 11+71.76, 18.00 RT STA. 11+94.78, F.O.C. I J mp'm Uv4 W 355.84' © P.R.C. ++ n 355.76' 13 MATCH UNE STA. 13+40.46, 24.31 LT. STA. 13+63.75, F.O.C. 355.77' V L1M+9M t3�< �• I Z I 17 , 18 ^�^ NNN mNN Lo Z STA. 14+83.21, F.O.C. 355.49' ® P.C.C. STA. 14+65.35, 18.00 LT. I 4 7 © P.R.C. 9 10 STA. 15+23.47, F.O.C. 355.33' GRADE BREAK UNIT BOUNDARY STA. 14+74.05, 13.47 LT. STA. 15+25.80, F.O.C. 355.30' ©9 P.R.C. STA. 14+05.48, 15.08 RT STA. 14+14.19, F.O.C. 8 ® P/L STA. 14+12.80, 18.00 RT STA. 14+21.91, F.Q.C. 355.56' ©1 P.R.C. STA. 14+52.05, 18.00 RT. STA. 14+58.95, F.O.C. 355.47' ® P.R.C. STA. 14+59.33, 15.12 RT. I STA. 14+66.61, F.O.C. 355.39 ® UNIT BOUNDARY STA. 14+74.05, 12.05 RT. STA. 9+44.78, F.L.(AHEAD )= r� a `''I Lri ,d i S= -O.79% o STA. 9+44.78, F.L.(BACK)c'!LZ W; W J W p W J 1- ZmWJ Oaf �D • Y J a W W W 1 Y tb� N r- a N I J W m Z o �. Ala, \� �.• y F' W MTS - La z z },L., N + .-I� = \ n + ,� J Lr of r� I+ } �+ � -- ---- -------- i - -- �+ -� X10~ J 1 �^ M yyam.� }d <02 O 3-+1 >N Of 2 �' m -- - La -- - O F H <I m o J O tL H N a \ C4 N J L, -I M La_ U Jv n + J Li < C4 Z + "m omW m I GROUN n Li a a a c�i N. J m W m in W D Q + N I N of t0 + _ t9�} .Zl W "z " N I u p V Li TERLIN �. V ti d I Om0 X �- M co + •- I to o ' it k' J v a I J m L: r, V' Go r, vm 3 EXI T. GROUN M od JW • p y��,j S \ ti co r- f- � W co L^[f odn I v H `� � (3 I p tD II J co " Nf N +++ W Vl W m + + + �m 12 :' M m N (n ----- --- Q- 14 I � �o� p a z I I ( 13 ' ' tm0-* �an r-� - - ,\W �.i�a: Z W •-•-e- W ���� .- .- , W mNinti - ++ ++ -- IJ `` �,m; ad r-: S=-O.25;t m4JN 1 - Od a� mN t9 ,� ONN ±±+ 15 / a: (A 4JNH I IZWFa-Fes-•Fes- .-�� S=-0.25% UNIT 2 =-0.25% W C39 w m to to to S=4.25% S= -0.25X S= -O. X 370 - 368 - - 366 -- 364 - 362 - - 360 358 356 -- 354 - 352 - - 350 --- 9+00 13+00 360.7_0' _ T- s ~ 8" SEWER �6 a cv u STATIONING TABLE - r�� Iv REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION I� o B.C. II STA. 11+37.41, F.Q.C. 356.27' Q P.R.C. STA. 11+25.35, 15.00 LT. STA. 11+45.36, F.O.C. 356.22' LZ P.R.C. STA. 11+54.64, 15.00 LT. STA. 11+76.27, F.O.C. a; a; N STA. 11+61.78, 18.00 LT. STA. 11+84.19, F.O.C. , � \ ¢ a J B.C. Co O STA. 13+12.56, F.O.C. + ® J JJyy\ C4 STA. 13+25.43, F.O.C. 355.86' > rrn rC O STA. 11+28.19, 18.00 RT STA. 11+47.96, F.O.C. .E -Q: o P.R.C. STA. 11+35.34, 15.00 RT STA. 11+55.91, F.O.C. La- N Z J O K = to STA. 11+86.82, F.O.C. 356.15 Q Cju:L1 STA. 11+71.76, 18.00 RT STA. 11+94.78, F.O.C. I J mp'm Uv4 W 355.84' © P.R.C. ++ n 355.76' 13 MATCH UNE STA. 13+40.46, 24.31 LT. STA. 13+63.75, F.O.C. 355.77' V L1M+9M t3�< �• I Z I 17 , 18 ^�^ NNN mNN Lo Z STA. 14+83.21, F.O.C. 355.49' ® P.C.C. STA. 14+65.35, 18.00 LT. I 355.41' © P.R.C. STA. 14+72.32, 14.92 LT. AUDLEY END PLACE (PRIVATE STREET) STA. 10+00.00, C.L. TO STA. 13+60.70 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL CURVE TABLE CURVE STATIONING TABLE - 6" CURB TANGENT REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. �t B.C. STA. 11+18.21, 18.00 LT. STA. 11+37.41, F.Q.C. 356.27' Q P.R.C. STA. 11+25.35, 15.00 LT. STA. 11+45.36, F.O.C. 356.22' �3 P.R.C. STA. 11+54.64, 15.00 LT. STA. 11+76.27, F.O.C. 356.17 Q Ea STA. 11+61.78, 18.00 LT. STA. 11+84.19, F.O.C. 356.21' Q5 B.C. STA. 12+90.11, 18.00 LT. STA. 13+12.56, F.O.C. 355.89' ® P.R.C. STA. 13+02.72, 20.21 LT. STA. 13+25.43, F.O.C. 355.86' Q7 B.C. STA. 11+28.19, 18.00 RT STA. 11+47.96, F.O.C. 356.25' ® P.R.C. STA. 11+35.34, 15.00 RT STA. 11+55.91, F.O.C. 356.20' Q P.R.C. STA. 11+64.62, 15.00 RT STA. 11+86.82, F.O.C. 356.15 Q Ea STA. 11+71.76, 18.00 RT STA. 11+94.78, F.O.C. 356.19' 11 B.C. STA. 13+11.18, 18.00 RT STA. 13+34.19, F.O.C. 355.84' © P.R.C. STA. 13+18.32, 15.00 RT STA. 13+42.15, F.Q.C. 355.76' 13 MATCH UNE STA. 13+40.46, 24.31 LT. STA. 13+63.75, F.O.C. 355.77' ©4 P.R.C. STA. 14+25.00, 19.71 LT. STA. 14+72.48, F.O.C. 355.52' ©5 P.R.C. STA. 14+34.97, 18.00 LT. STA. 14+83.21, F.O.C. 355.49' ® P.C.C. STA. 14+65.35, 18.00 LT. STA. 15+15.30, F.O.C. 355.41' © P.R.C. STA. 14+72.32, 14.92 LT. STA. 15+23.47, F.O.C. 355.33' ® UNIT BOUNDARY STA. 14+74.05, 13.47 LT. STA. 15+25.80, F.O.C. 355.30' ©9 P.R.C. STA. 14+05.48, 15.08 RT STA. 14+14.19, F.O.C. 355.52' ® P.R.C. STA. 14+12.80, 18.00 RT STA. 14+21.91, F.Q.C. 355.56' ©1 P.R.C. STA. 14+52.05, 18.00 RT. STA. 14+58.95, F.O.C. 355.47' ® P.R.C. STA. 14+59.33, 15.12 RT. I STA. 14+66.61, F.O.C. 355.39 ® UNIT BOUNDARY STA. 14+74.05, 12.05 RT. I STA. 14+81.57, F.O.C. .L 355.29 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA O 42.00' 88.04' 72.90' 120 06'06" O 42.00' 104.67' 124.76' 14247'19" O 10.00' 7.95' 4.20' 45'34'23' O 37.00' 12.86' 6.50' 19'55'11" O 43.00' 14.95' 7.55' 19'5511" 0 30.00' 10.05' 5.07' 1911'17' O 37.00' 41.14' 22.99' 63'42'08" O 25.00' 25.90' 14.25' 5920'59" O9 80.00' 147.06' 104.87' 10519'16' 10 74.00' 136.03' 97.00' 105'19'16' 11 37.00' 10.73' 5.40' 16'36'31" 12 43.00' 12.46' 6.28' 16'36'31" 13 338.00' 32.09' 16.06' 0526'25' 14 332.00' 45.68' 22.88' 07'5SO2" 15 10.00' &17' 4.33' 46'48'27' 16 10.00' 7.74' 4.08' 4421'50' 17 332.00' 15.00' 7.50' 0735'19" 370 368 366 364 362 360 358 356 354 352 350 10+00 11+00 12+00 13+00 370 368 366 364 362 360 358 356 354 352 350 14+00 14+50 r 1 I I LENGTH TANGENT DELTA 18 320.00' 169.76' 86.93' 302344" 19 308.00' 15.00' 7.50' 02'4725' 20 10.00' 8.19' s i I ! 21 10.00' j 4.07' 44`14'47" 22 298.96' 66.79' 33.54' 1748'05" 23 302.00' 37.04' 18.54' 0701'37" 24 f 15.00' 7.50' 02'35'19" 25 25.00' 41.83' 27.70' 95'52'23" 26 25.00' 40.25' 26.00' 9215'13" 27 10.00' 8.19' 4.34' 4655'50" 28 10.00' 7.72' 4.07' 44'14'47" co cC; 352 UID_®_ 1 cn Ln La -A WtC 3kLa' z J n�jjJ CENTERLINE O J 13+00 LWm N 1 Com6! Mi Ln I I M M d a LA: Lt9 Lt'f M 358 Ln "I t[j 9 9 - 5u: a I ' Ln r� a ,d S= -O.79% W; W J W p W J 1- ZmWJ Oaf �D • Y J a W W W 1 Y tb� N ! EXST. J W m Z J W �. Ala, \� W W MTS W La z z - --------- W Lr W > -- ---- -------- i - -- ONO -� �tof \� 1 W M N z l"� Of . m J m -- - La -- - m o .�.;t �,j i ; M La_ U Jv n + J Li < C4 Z + "m omW m EXIST. GROUN n Li a a m W +� af� ! + I N - a t0 + _ t9�} .Zl W "z " a o I• CE TERLIN Lu 4 + ca Om0 co + I o ----�-a-VI �' 0Z vm EXI T. GROUN JW M {� d { v z I p d W Vl W m Vl �m M m N (n ----- --- Q- a -----z - - - - - - - - - - - -� - j I -- tai to m S=-O.25;t m4JN - -- -gyp mN $F- r-`- S=-0.25% =-0.25% W C39 S=4.25% S= -0.25X S= -O. X S=-0.2 X i S= 0.25% -- i- =-0.25X S=-0. % _ -. � 1 )SED --0.25X- LLJ I I jLu - s= -O. o% I ; Q w 370 368 366 364 362 360 358 356 354 352 350 10+00 11+00 12+00 13+00 370 368 366 364 362 360 358 356 354 352 350 14+00 14+50 9+00 10+00 11+00 12+00 13+00 370 368 366 364 362 360 358 356 354 352 350 14+00 14+25 tJ,J,g 4fq7 * � < •a CURVE r 1 I I LENGTH TANGENT DELTA 18 320.00' 169.76' 86.93' 302344" 19 308.00' 15.00' 7.50' 02'4725' 20 10.00' 8.19' s i I ! 21 10.00' 7.72' 4.07' 44`14'47" 22 298.96' 66.79' 33.54' 1748'05" 23 302.00' 37.04' 18.54' 0701'37" 24 f 15.00' 7.50' 02'35'19" 25 25.00' 41.83' 27.70' 95'52'23" 26 25.00' 40.25' 26.00' 9215'13" 27 10.00' 8.19' 4.34' 4655'50" 28 10.00' 7.72' 4.07' 44'14'47" L`' 352 UID_®_ 362 La La -A WtC 3kLa' z 350 J QW6m CENTERLINE 13+00 LWm 1 Com6! Ln ui'L� tn M d a uMa 358 Ln "I Lri Ln 5u: a I ' 356 S= -X0.25% i S= -O.79% m MEW J W p W J 1- �D • Y J a W 1 Y tb� N ! EXST. J W m Z J W �. Ala, \� FLOWLINE MTS =-o:zs;-----l----- z z - --------- W Lr W anti -- ---- -------- i - -- JQ� -� �tof 350 14+00 15+00 z l"� Of m,ri -- - La -- - n m W +� af� ! + W < N p t0 + _ t9�} .Zl W �C Lu 4 + ca Om0 p I o d` �' 0Z vm EXI T. GROUN JW M {� { v z I p d NTERUN �m " ----- --- a -----z L - j I a tai to m N m4JN - -- -gyp mN $F- W C39 S= -0.25X i S=-0.25% =-0.25X S=-0. % _ -. � 1 )SED --0.25X- I I jLu - s= -O. o% I {{ I t ; a w miN i I 9+00 10+00 11+00 12+00 13+00 370 368 366 364 362 360 358 356 354 352 350 14+00 14+25 tJ,J,g 4fq7 * � < •a CURVE TABLE (CON'T) CURVE RADIUS LENGTH TANGENT DELTA 18 320.00' 169.76' 86.93' 302344" 19 308.00' 15.00' 7.50' 02'4725' 20 10.00' 8.19' 1 4.34' 465550" 21 10.00' 7.72' 4.07' 44`14'47" 22 298.96' 66.79' 33.54' 1748'05" 23 302.00' 37.04' 18.54' 0701'37" 24 332.00' 15.00' 7.50' 02'35'19" 25 25.00' 41.83' 27.70' 95'52'23" 26 25.00' 40.25' 26.00' 9215'13" 27 10.00' 8.19' 4.34' 4655'50" 28 10.00' 7.72' 4.07' 44'14'47" LEGEND: ABBREVIATIONS F.L. FLOWLINE POVC POINT ON VERTICAL CURVE C.L 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 F.O.C. FACE OF CURB A.P. ANGLE POINT P.A.F.L PARKING AREA FLOWLINE C/G CURB & GUTTER PAL PROPERTY UNE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. t 1 EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNIS i & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. <D- FURNISH & INSTALL PRIVATE STREET UGHT-5800 LUMEN "LED" TYPE. SEE DETAIL "5' ON SHEET 3. -F3- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. RI FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: i "R1-1" - STOP "W31(CA)" - END "R26(CA)" - NO PARKING -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. s SEWER - REFER TO SEWER & STORM DRAIN PLANS © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. Q SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. iiomiii mm mum mm, amm am UNIT BOUNDARY - - - - - - - - - PROPOSED SAWCUT LIMIT UNE Ot CURVE NUMBER FOR CURVE DESCRIPTION Q FLOWLINE STATION - SEE TABLE ® ITEM OF WORK SEE CONSTRUCTION NOTES CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY SECTION DESIGNATION: W/ 3' WINGS PER C.O.B. STD. ST -4. SECTION PARKING AREA - SEE CONSTRUCTION NOTE 6. SHEET WHERE SECTION IS SHOWN PIPE SIZE 8 S- UTILITY S=SEWER D=DRAIN CON STRU CT10N NOTES: Q1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. Q2 CONSTRUCT 5' DETACHED SIDEWALK PER C.O.B. STD. ST -3. Q3 CONSTRUCT CASE "A" RAMP PER DETAIL "1" ON SHEET 3. ® CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "2" ON SHEET 3. Q PROPOSED BLOCK WALL & LANDSCAPE -SEE SEPARATE PLANS FOR DETAILS. © PARKING AREA, 6" THICK CONCRETE -SEE DETAIL "3" ON SHEET 3. 0 TYPICAL STREET BULGE - SEE DETAIL "4" ON SHEET 3. ® SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY ENGINEER/DESIGN ENGINEER. OII No a xo 0 Of 2 ( 1 �� n W „N o d Q M LL: p II I s m oO W W cAf a y t0 W• ti p J< p m CJ Li V MM 2 J �Vc� �Z1� •O� Ott WW •P1j .� C"• C D \U Lia Ll �� J m LLJ 3 _ a a PEMBERLEY >+ p d LA z m1+ Lai um P a $ o I W PASSAGE blk VENUE C -4q a m, �„ o ra- a .� (PR! VA TE STREET) oc°"' SEE14 ' 16 cn to m a n n v~i UNIT 1 c 5cd 4 6 2 11 15 1 17 18 cn +_+ tip cncn 1 AUDLEY END PLACE ---- (PRIVATE STREET) STA. 13+60.70, C.L. TO STA. 15+30.46, C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 370 368 366 364 362 360 358 356 354 352 350 13+00 370 UNIT 1 -- -- -- ---- ----- ---- 368 370 ----) 366 2Jll 1 -r 364 La: F.: _ t; � W- -' z fN- PEMBER! EY j o _j a N o PASSAGE AVENUE Cs a w o (PRIVATE STREET) m o o = - SEE UNIT 1 358 AUDLEY END PLACE ---- (PRIVATE STREET) STA. 13+60.70, C.L. TO STA. 15+30.46, C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 370 368 366 364 362 360 358 356 354 352 350 13+00 370 -- ----�------------- -- -- -- ---- ----- ---- 368 370 ----) 366 -r 364 _�----------� --- - ---- _ t; � M - ---- I U j 362 W 366 __ j 360 - a L�- W � cs N 358 -- ^---- Z -- 364 Ln 356 _ m } La_ a P x A EXI T. 354 '' - J L`' 352 UID_®_ 362 La La -A WtC 3kLa' z 350 J QW6m CENTERLINE 13+00 LWm 14+00 15+00 -- -- ----�------------- -- -- -- ---- ----- 370 ----) -r _�----------� --- - ---- _ 368 - ---- I ; --- --4----- -�- ---- ---- - -- -__ 366 __ j - in - i -- �- - :+ -- - -- ^---- Z -- 364 Ln s _ m } La_ a P x A EXI T. '' L`' GR UID_®_ 362 La La -A WtC 3kLa' z oa W J QW6m CENTERLINE m1-3 in LWm Com6! 360 + 1 W Z Z n+ W ma 358 W I ' 356 S= -X0.25% i S= -O.79% J 1- w PROPOSED WET N EXST. FLOWLINE �. FLOWLINE MTS =-o:zs;-----l----- z z - --------- 352 --- -- ---- -------- i - -- - - -- - -- -� --- - 350 14+00 15+00 15+50 NOTES: 1. FOR SEWER AND STORM DRAIN - SEE SEPARATE SEWER AND STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 959 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. 17 --7? 5s. 370 368 366 364 362 360 358 356 354 352 350 16+00 DIG AIERT Cali: TOLL FREE 1-800-227-2600 AT LEAST TiIMO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA i II�1 --Ir-�A) LIGHT POST FIXTURE P STERNBERG STERNBERG NOTES: MAX "I A 5214FP14 SIDEWALK 1 1. AS SITE CASE A MAY SIDEWALK 2X TO THOSE SHOWN ICURB N BE USED FORITIONS CORNER INSTAALLATIONS SIMILARE, _i -SEE NOTES MAX DETAIL B. THE CASE OF CURB RAMPS USED IN DETAIL A DO NOT HAVE TO E77 `V 10 AND 11 SEE c z x FRONT EDGE OF BE THE SAME. CASE A THROUGH CASE G CURB RAMPS ALSO MAY BE USED NO _ _ NOTE 7 SIDEWALK AT MID BLOCK LOCATIONS, AS SITE CONDITIONS DICTATE. N, FRONT - 2. DISTANCE FROM CURB TO BACK OF SIDEWALK IS 100 SHORT TO JJJ,, EDGE OF 6. ACCOMMODATE RAMP AND 4'-0" PLATFORM (LANDING) AS SHOWN IN CASE A. SIDEWALK TYP THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CASE B. OR C OR z MAY BE WIDENED AS IN CASE D. o°°° °°°� 0000 °° Z `Q`' 0000 0000°° 0000 0000°° RETAINING 3. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, CROSSWALK 000r7 0000M x oo Q o Q J 4 0O0 0000°° 01, x 0000 CURB (BOTH CONFIGURATION MUST BE SIMILAR TO THAT SHOWN FOR DETAIL B. 10% MAX pp°D 000000 � $0°o0 000000 10% MAX a 00000 . Q 0000 0000 Se0000 SIDES OF 4. AS SITE CONDITIONS DICTATE, THE RETAINING CURB SIDE AND THE FLARED AT CURB °000000000 00000 AT CURB 00000 00000 $ RAMP) SIDE OF THE CASE G RAMP SHALL BE CONSTRUCTED IN REVERSED POSITION. 00000 000000 0000 0000 oc 11 5. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, A 5' 0" MIN'1 BUT THE MINIMUM WIDTH OF THE RAMP SHALL BE 4'-0". SEE NOTES 10 AND 11 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY FROM A MAXIMUM OF 10% AT MIN CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF CASE A CASE F THE RAMP, EXCEPT IN CASE C AND CASE F. 7. THE CURB RAMP SHALL BE OUTLINED, AS SHOWN, WITH A 1'-0" WIDE BORDER WITH 1/4" GROOVES APPROXIMATELY 3/4" ON CENTER. SEE GUTTER GROOVING DETAIL FLOWLINE TOP OF RAMP 4'-0' MIN APPROXIMATELY 31,C— /4" 1/4" 8 TRANSITIONS FROM RAMPS AND LANDING TO WALKS, GUTTERS OR STREETS ROUNDED [--1/4" SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. 2X MAX �—� b + +j=9. MAXIMUM SLOPES OF ADJOINING GUTTERS, THE ROAD SURFACE IMMEDIATELY 8.3356 MAX ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT EXCEED a t SEE NOTE s SECTION A—A GROOVING DETAIL 5 PERCENT WITHIN 4'-0" OF THE TOP AND BOTTOM OF THE CURB RAMP. 10. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTH AND 3' DEEP STARTING FROM THE BACK OF THE CURB. DETECTABLE WARNING SURFACES SHALL CONFORM TO THE DETAILS ON THIS PLAN AND THE REQUIREMENTS IN THE SPECIAL PROVISIONS. OO OO OO 11. THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE STREET SHALL BE BETWEEN 6" FROM THE GUTTER FLOWIUNE. 1.67" TO 2.35" [� (0N CENTER TO 0.45" -{ 1-- 0 TOP DIA 12. SIDEWALK AND RAMP THICKNESS, "T". SHALL BE 3.5' MINIMUM. CENTER SPACING O O O 13. UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACILITIES RAISED TRUNCATED 0.9" BASE DIA WITHIN THE BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR ADJUSTED TO GRADE BY THE OWNER PRIOR TO, OR IN CONJUNCTION WITH. DOME PATTERN IN-LINE) O CURB RAMP CONSTRUCTION. DETECTABLE WARNING SURFACE 14. FOR RETROFIT CONDITIONS, REMOVAL AND REPLACEMENT OF CURB APRON RAISED TRUNCATED DOME WILL BE AT THE CONTRACTOR'S OPTION, UNLESS OTHERWISE SHOWN ON SEE NOTE 10 PROJECT PLANS. CURB RAMP - DETAIL "1" SCALE: NONE IN ACCORDANCE WITH CALTRANS STD. A88A LOT SIDE 5' SIDE- /—P/L _ + `P.A.F.L. 4 PRIVATE STREET DETAIL "4" TYPICAL BULGE N.T.S. M SINGLE FIXTURE (5800 LUMEN) STREET LIGHT DETAIL NO SCALE SIZE LIGHT POST FIXTURE P STERNBERG STERNBERG 14' BARRINGTON POLE OLD TOWN 5214FP14 A850SRLED EXPANSION JOINT AT SIDEWALKS. s" WHERE OCCURS. L CONCRETE WALK, �---y = FINISH GRADE a i =1 /2' CLASS "B" CONCRETE (5 SACK) '— EXPANSION JOINTS EA. 30' ° CONCRETE IN IN PARKING AREAS (SEE DETAIL 2 THIS DWG.) :00_00 00 0 0�0 o c c e".,ao o c u_a a o a a a a-000000 0 0 WEAKENED PLANE JTS. EA. 156 POUR ON COMPACTED SUBGRADE 9" DETAIL tf2pp 6" CONCRETE CURB N.T.S. 30" 10" RADIUS .IGHT BASE 6" SLAB SEE C.O.B. STD ST -14 (4)V2"x18"x3"z ANCHOR BOLTS (4) L§" x 18" x 3" z ANCHOR BOLTS Y ANCHOR LAYOUT MANUFACTURER STREET LIGHT PIER DESIGN NO SCALE DETAIL "5" STREET LIGHT DETAIL N.T.S. AD 1 1X MIN i SLOPE I VARIES 2% 15' 30' 2' 6' PROPOSED ci A. C. PAVING LL: SEE STREET a o LL - CROSS SEC11ON a F% � 7.7aa�, a 6" CONCRETE CURB SEE DETAIL 1 2" 0.50' TYPE "A" CONC. 0.50' COMPACTED 0. G. TO 959 RELATIVE DENSITY DETAIL "3" PARKING AREA FLOWLINE N.T.S. I 30' P T 18' 7 5' —1 2' 2' J v 6001 1.5% I 1.5% = TO TO = 1 I 3 -x I 3.0% 1 I 99-1 1 2%— ""L""' 0.50' 0.50' COMPACTED O.G. J 0.40' AGG BASE — ` LO.50' OYIPACT D O.G. CONC. TO 95% RELATIVE DENSITY TO 95X RELATIVE DENSITY 1.00' COMPACTED SUBGRADE COMPACTED TO 95% SECTION rAN SCALE: 1"=10' 3 STREET SECTION (PRIVATE STREET) AUDLEY END PLACE TI = 4.5 R = 59 WMSP EXHIBIT 4-19 R/W 30, 1 '301 I I I I I i I _I- 1% MIN I SLOPE I VARIES 2% 13' LANDSCAPE AREA TOX I TOX 3.O% ( 3.0X 2% 0.20' A.C. PAVING L-1.00' COMPACTED SUBGRADE 0.40' AGG. BASE COMPACTED TO 95% SECTION B SCALE:1 "=10' 3 STREET SECTION (PRIVATE STREET) AUDLEY END PLACE TI = 4.5 R = 59 WMSP EXHIBIT 4-19 15' I 1% MIN I SLOPE I VARIES FINISHED PAD ,W 15' 1% MIN SLOPE VARIES I .1-72ss. z lifN DIG ALERT Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 7] O N 0 cD z of w w z CD z CDw J U z w 0 Q 0q 0�