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HomeMy WebLinkAbout1.1-6578 Phase 9 Drill Site Record DrawingsA.C. PAVING TESTING NOTES: 1, 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. 2. 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 STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY 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. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CAUFORMA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL '.,. A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE,' OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX 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 CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. 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 CENTERUNE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE; OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE UNITS OF CONSTRUCTION. 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVE WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. 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 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 TOO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, A ER MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. 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 PUBUC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. 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. 13. 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. 14. 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, ARE TO BE ADJUSTED. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT VALL 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 15. 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 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. 16. 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. 17. 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, OR C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WHLL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. 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 CENTERUNE. ALL GROUND AREAS SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION", OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALT EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. 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. 20. 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. 21. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER & LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. NOTE: 95% COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. 22. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. STANDARD NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND CALTRANS STANDARD SPECIFICATIONS. THE FOLLOWNG APPROVED CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: ST -1 STANDARD CURB AND GUTTER ST -9 STANDARD STREET SPECIFICATIONS ST -13 STANDARD SURVEY MONUMENTS ST -14 STANDARD STREET LIGHT MAST ARM TYPE ST -15 STANDARD CUL-DE-SACS ST -16 STANDARD STREET KNUCKLES ST -22 STANDARD TRENCH BACKFILL AND COMPACTION REQUIREMENTS D-14 STANDARD CATCH BASIN TYPE "A" D-16 STANDARD GUTTER DEPRESSIONS T-1 STANDARD STREET SIGN POST TYPE T-19 MISCELLANEOUS SIGN DETAIL THE FOLLOWING PROPOSED CITY OF BAKERSFIELD STANDARDS BELOW SHALL BE CONSIDERED PART OF THESE PLANS: ST -2 STANDARD MEDIAN CURBS TYPE "M" ST -5 STANDARD COMBINATION SIDEWALK ST -7 SINGLE FAMILY RESIDENTIAL DRIVE APPROACH(SHEET 3) ST -11 STANDARD PAVEMENT PATCHES ST -23 STANDARD STREET LIGHT MAST ARM TYPE ST -24 STANDARD STREET UGHT BASE PLATE DETAILS LOCATION DETAILS ST -26 STANDARD HOUSE NUMBERS FOR CURBS T-33 STANDARD CONDUIT & R/W REQUIREMENTS CALTRANS STANDARD PLAN R.S.P. A88A, 2002 RSP -CASE "A" SHALL BE CONSIDERED PART OF THESE PLANS. 3. PAVEMENT: PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.90' AGGREGATE BASE OVER 0.50' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. TO BE INSTALLED EXISTING 5. T INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T -i + INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 -0- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. INSTALL STREET LIGHTS, 9500 LUMEN H.P.S.V. PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. STREET UGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL I �_ I .v IT VICINITY MAP NO SCALE FUTURE PARCEL /MAP WAIVER PENSINGER ROAD F-7, � ��i�rsaiG.����"""�� n (• �I�, rwra VHAWKSMK � �- rmS ��yli i wY KEY MAP SCALE: 1' = 200' Fj - SHEET NUMBER LIST OF MATERIALS ITEM DESCRIPTION STREETS UNLESS OTHERWISE NOTED. -. 7. INSTALL 4.5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 446 AGGREGATE BASE, CLASS 2 CY , 8. SEWER LATERAL LOCATIONS TO BE STAMPED(S) INTO THE CURB FACE OVER o 6" CURB & GUTTER EACH SEWER LATERAL 0 9. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E 6052 DRIVEWAYS (6"THICK) SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A w. HANDICAP RAMPS (ADA/TITLE 24/CALTRANS) MINIMUM OF 6" THICK. 4 10. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW 4 SURVEY MONUMENT & ENCASEMENT PAVEMENT GRADE. 8 11. UNDERGROUND SNALERT SHALL CONTACTED AT LEAST 2 WORKING 127 POINT OF INTERSECTION CO DAYS PRIOR TO CONSTRUCTION. 1-800-- 642-2444. in 12. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR ® EQUAL ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/S WINGS SIDEWALK 6" FROM BACK. 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD Q TAPER DATA - SEE TABLE PUBUC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED Q STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, -• PHASE BOUNDARY SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK EASEMENT LEGEND - SEE TABLE PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR - - - - CENTERLINE - _ _ _ _ _ _ ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO ------- SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION ("GREENBOOK"). AGGREGATE BASE MATERIAL SECTION 6 SHOWN FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 15 SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS AND STANDARD SPECIFICATIONS, SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 16. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY STANDARD DETAIL ST -22. 17 COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 18 PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBUC RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN 24 HOURS NOTICE (661) 326-2049. 79 DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 20 STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH PROVISIONS OF SAID PLAN. 21 CONTRACTOR SHALL COORDINATE VITH LANDSCAPE CONTRACTOR TO INSTALL CONDUITS PRIOR TO PAVING. 22 INSTALL W-31(CA) SIGN WITH CM4-3 MARKER AT THE PHASE BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 23 SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. P4 COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 25. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS. 26. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN. 27. ANY ITEMS IN PUBUC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET THE CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 28, LUMINAIRES SHALL BE SOUD STATE LIGHT EMITTING DIODE 'NTH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. 29. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 30. MAXIMUM SLOPE RATIO FROM BACK OF WALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2% ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 31. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT"(NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO.2009-G09DWQ AS AMENDED BY ORDER 2010-0014-DWO AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBUC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C375482 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. .v IT VICINITY MAP NO SCALE FUTURE PARCEL /MAP WAIVER PENSINGER ROAD F-7, � ��i�rsaiG.����"""�� n (• �I�, rwra VHAWKSMK � �- rmS ��yli i wY KEY MAP SCALE: 1' = 200' Fj - SHEET NUMBER LIST OF MATERIALS ITEM DESCRIPTION UNIT UNIT 9 A.C. PAVING TNS 446 AGGREGATE BASE, CLASS 2 CY 1025 ROADWAY EX.1SUBGRADE PREP CY 569 6" CURB & GUTTER LF 1544 SIDEWALK (4" THICK) SF 6052 DRIVEWAYS (6"THICK) SF 2990 HANDICAP RAMPS (ADA/TITLE 24/CALTRANS) EA 4 STREET NAME SIGNS EA 4 SURVEY MONUMENT & ENCASEMENT EA 8 SAW CUT LF 127 LOCAL STREET FRONTAGE 813 LF Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. DBSTING SURVEY MONUMENT I FURNISH & INSTALL STREET SIGN PER GO.B STD. T-1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER GO.B. SID. ST -14. $ FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. RI -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: "R1-1" - STIP 'R26(CA)' - NO PARKING ANYTIME 'R3-7* - RIGHT LANE MUST TURN ROT "MI(CA)" - END 'W14-1* - DEAD END "W94-2" - NO OUTLET CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS . . 13 8 n In Iu u II s , a FUTURE PARCEL MAP WAIVER FOR FUTURE PARCEL MAP WAIVER WITHIN VESTING TENTATIVE TRACT NO, 6578 UNIT 9 DRILL SITES INDEX OF SHEETS SHEET TiTLE 1. COVER SHEET 2. EIFFEL PLACE 2. CORTIAU LANE NUMBER OF LOTS: PHASE 9: 19 TOTAL: 19 ABBREVIATIONS NOTE; POVC CONSTRUCTION OF THESE IMPROVEMENTS ARE BVC AT DEVELOPER'S RISK. CITY ACCEPTANCE OF EVC PUBLIC IMPROVEMENTS AND CREATION OF PI PARCELS IS SUBJECT TO APPROVAL OF PRC RIGHT-OF-WAY DEDICATION AND PARCEL MAP PCC WAIVER. TC TOP OF CURB ABBREVIATIONS STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS POVC POINT ON VERTICAL CURVE BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE PI POINT OF INTERSECTION PRC POINT OF REVERSE CURVATURE PCC POINT OF COMPOUND CURVATURE TC TOP OF CURB TP TOP OF PAVEMENT FC FINISH CONCRETE FL FLOWUNE CL CENTERUNE ELEV ELEVAITON SCR BEGIN CURB RETURN ECR END CURB RETURN BC BEGIN CURVE PIVC POINT OF INTERSECTION O OF VERTICAL CURVE 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. ENGINEERS 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 DRAVWNGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS WALL BE REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. �_ a //(\ &_Z::' -Te APPROVE BY. --ROGER A. McINTOSH R.C.E. 33322 DATE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PUBLIC AND ARE TO BE PUBLICLY MAINTAINED. APPROVED BY: NICOLAS F R.C.E. NO. WORKS DIRECTOR VN I I r DATE REVIEWED BY: STUART J. PATTESON, DATE ASSISTANT PUBLIC WORKS DIRECTOR R.C.E. NO. 44898 REVIEWED BY: TRAFFIC ENGINEER BASIS OF BEARINGS: THE BEARING OF N. 00'54'43" E. SHOWN FOR THE EAST LINE OF THE SOUTHEAST 1/4 OF SECTION 24, T.30 S., R.26 E. AS SHOWN ON SURVEY INVESTIGATION MAP No. 7-1 BK. 6, PG. 34 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF BUENA VISTA ROAD AND CALICO PEAK STREET. ELEVATION = 348.89' (USGS DATUM) PER TRACT NO. 6104 PHASE 5 O Know what's below. Call before you dig, STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ®, STORM GRAIN MANHOLE -TIBER TO SEWER &STORM DRAIN PLANS - - - - - - - - - - - SAWCUT IR FURNISH & INSTALL IRRIGATION CONDUIT CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. lc FURNISH &INSTALL INTERCONNECT CONDUIT SEWER - REFER TO SEWER & STORM DRAIN PLANS M3 M5 FURNISH & INSTALL SPIKE BOX FOR INTERCONNECT ® SEWER MANHOLE.- REFER SEWER &STORM DRAIN PLANS TR3=N0. 3 1/2 SIZE ITI5=N0. 5 Sff TR8=N0. 8 SIZE O CURVE NUMBER FOR CURVE DESCRIPTION ® SEWER CLEANOUT - RBER TO SEWER & STORM DRAIN PLANS ® M OF. WORK - SEE SQiEDULE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/S WINGS PER CO.B STD. ST -7, SEE SHEET 3. (UNLESS OTHERWISE NOTED) Q TAPER DATA - SEE TABLE Q MONUMENT DESCRIPTION - SEE TABLE -• PHASE BOUNDARY O EASEMENT LEGEND - SEE TABLE - PROPOSED EDGE OF PAVEMENTSECTION IEi1FR - - - - CENTERLINE - _ _ _ _ _ _ SECTION DESIGNATION ------- 2 TRACT BOUNDARY SHEET WHERE SECTION 6 SHOWN APPROVED BY: NICOLAS F R.C.E. NO. WORKS DIRECTOR VN I I r DATE REVIEWED BY: STUART J. PATTESON, DATE ASSISTANT PUBLIC WORKS DIRECTOR R.C.E. NO. 44898 REVIEWED BY: TRAFFIC ENGINEER BASIS OF BEARINGS: THE BEARING OF N. 00'54'43" E. SHOWN FOR THE EAST LINE OF THE SOUTHEAST 1/4 OF SECTION 24, T.30 S., R.26 E. AS SHOWN ON SURVEY INVESTIGATION MAP No. 7-1 BK. 6, PG. 34 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF BUENA VISTA ROAD AND CALICO PEAK STREET. ELEVATION = 348.89' (USGS DATUM) PER TRACT NO. 6104 PHASE 5 O Know what's below. Call before you dig, �I III yl N (0 N �I i{ �III II HAWKSMOOR ST. PER SEPARATE PLANS 358 356 354 352 350 348 346 344 342 340 338 336 of n LENGTH SS NN n p 11.58' �-4 ryti 3 HAWXSMOOR ST. (3 Y 1 $ '� I srLL n ...\ PER SEPARATE PLANS o �, 0NN UFIQ-UF wrny® 95.55' 5 �I i �IWNN tiLL Im NC4ro 42.00' o o j 24937'26' I 35.00' ' � 5085 1 110'55'16" N �- R/W Q N 133_ _ n ♦ \ I 3 C, I I i op fA I I1J<Q OI mb� .1� 00 2 a � 3 4io, �� t �I III yl N (0 N �I i{ �III II HAWKSMOOR ST. PER SEPARATE PLANS 358 356 354 352 350 348 346 344 342 340 338 336 of RADIUS LENGTH SS NN !!�� L ) 130.00' 11.58' �-4 ryti 3 5'06'11' (3 Y 1 $ '� I �I III yl N (0 N �I i{ �III II HAWKSMOOR ST. PER SEPARATE PLANS 358 356 354 352 350 348 346 344 342 340 338 336 of RADIUS LENGTH SS DELTA ^ 130.00' 11.58' �-4 ryti 3 5'06'11' (3 Y 1 $ '� I srLL V 1Q-1 ...\ W VIN �, 0NN UFIQ-UF wrny® 95.55' 5 �I i �IWNN tiLL Im NC4ro 42.00' 176.39' WY< j 24937'26' I 35.00' ' � 5085 1 110'55'16" N �- R/W Q N 133_ _ n ♦ \ I 3 I �I III yl N (0 N �I i{ �III II HAWKSMOOR ST. PER SEPARATE PLANS 358 356 354 352 350 348 346 344 342 340 338 336 �I I n of RADIUS LENGTH SS DELTA ^ 130.00' 11.58' �-4 ryti 3 5'06'11' (3 Y 1 $ '*1 C3FF srLL NJ - Q1 FD C4 mNVI y 95.55' 5 �I i I I tiLL Im NC4ro 42.00' 176.39' WY< j 24937'26' I 35.00' 67.76' 5085 1 110'55'16" 1 6 \ 1 w n �I I n of RADIUS LENGTH SS DELTA ^ 130.00' 11.58' �-4 ryti 3 5'06'11' (3 Y Q Q m w� a '*1 C3FF srLL WV)N - 6.17' FD C4 mNVI W 95.55' 5 �I 30.00' 4 8.08' Im NC4ro 42.00' 176.39' 71.84' j 24937'26' C7 35.00' 67.76' �I I n n RADIUS LENGTH _ DELTA Ci 130.00' 11.58' �-4 ryti 3 5'06'11' (3 Y RLL I m w� a �nJlm +< mw + srLL m.I. + rz^ - 6.17' FD C4 iQ W 95.55' VI w,�N�fC 30.00' m 8.08' 5.55 F.L. 13+08.72 CL 13+08.60 F.L. EIFFEL PLACE (STA. 10+40.00 C.L. TO 14+62.61 C.L) SCALE: 1" = 50' HORIZONTAL I" = 6 VERTICAL R �I A, i*I MNff g STA. STA I- I T CURVE RADIUS LENGTH _ DELTA Ci 130.00' 11.58' 5.79' 5'06'11' C2 130.00' 10.81' 5.41' 44549" C3 30.00 - 6.17' FD C4 82.00' 141.30' 95.55' 984339' C5 30.00' m 8.08' Im NC4ro 42.00' 176.39' 71.84' j 24937'26' C7 35.00' 67.76' 5085 1 110'55'16" I i it APP"ATE AEq Gam. _ .,r --� - 5-025% I_--- T s=0.25% { IXI NG FLOWi1NE PR('WOSED WEST FLOWUNE I j I �- STA. 358 356 354 352 350 348 346 344 342 340 338 - 336 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Ci 130.00' 11.58' 5.79' 5'06'11' C2 130.00' 10.81' 5.41' 44549" C3 30.00 12.18' 6.17' 2315'19' C4 82.00' 141.30' 95.55' 984339' C5 30.00' 15.79' 8.08' 30'09'40' C6 42.00' 176.39' 71.84' j 24937'26' C7 35.00' 67.76' 5085 1 110'55'16" R/W q STREET 30' 30' 20' I 20' I I 1 2% 2% 358 +00 11+00 12+00 13+00 14+00 T 15+00 358 AREA \ J—J� /_____ __ _ J 0.20A.C. PAVINGl7!4.5' SIDEWALK 0.50' COMPACTED O.G. TO 4.5' SIDEWALK .90' MGG. BASE 356 r- ryN ----I r— r M W '.. 356 CURB AND GUTTER 95� RELATIVE DENSITY. CURB AND GUTTER j TI: 4.5 R=10 W< APPR-OXMIA U Wrm o o — 35 4354 LOCAL STREET SECTION - 352 SCALE = N.TS.352 8 350 350 348 2 348 ICEN71RL11IE I I I 346 - -i- _ - — 346 344 344 L ,033% 342 342 L � I I I 340 - - EXISTING EAST FLOE _-__ fA6P-FtiOWtINE 340 - _- t __I i 338 + - f T + 338 I- 1 I , j j � 1 -L 336 10+00 11+00 12+00 13+00 14+00 15+00 16+00 LEGEND: END: LEGEND CONT.): LEGEND (CONT.): CONSTRUCTION NOTES: RI -1 FURNISH & INSTALL TRAFFIC SINS PER C.O.B. SID. T-2 ABBREVIATIONS -a- •Ri_1" _ STOP •W3-3• _ SINAL AHEAD Oi CURVE NUMBER FOR CURVE DESCRIPTION Ot CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 FL FLOWLINE POVC PONT ON VERTICAL CURVE 'Rt -Y - WELD 'WII-2" - PEDESTRIAN CROSSINGITEM OF WORK - SEE SCHEDULE CL CENTERUNE MBEGIN VERTICAL CURVE 'R6 -i' - ONE WAY '01(CA)" - END ® O2 CONSTRUCT 4.5 COMBINATION TYPE SIDEWALK PER ELEV ELEVATION EVC END VERTICAL CURVE 'R5 -i' - 00 NOT ENTER "W14-1' - DEAD END 1Q FLOWLNE STATION - SEE TABLE C.O.B. STD ST -5 BCR BEGIN CURB RETURN PI PONT OF INTERSECTION 'R26(CA)" - NO PARKING ANYRME 'WI4-2' - NO OUTLET ECR END CURB RETURN PRC PONT OF REVERSE CURVATURE 'R3 -5R" - RIGHT TURN ONLY 'W16 -7P" - ARROW 3 EXISTING CURB & GUTTER TO REMAIN BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE *R4-7' - KEEP RIGHT "W4-7' - THRU TRAFFIC MERGE LEFT SECTION DESIGNATION: EC END CURVE TC TOP OF CURB 'R3-7* - RIGHT LANE MUST "WI -i" - CURVE ARROWSECTION LETTER ® CONSTRUCT HANDICAP RAMP PER CALTRANS PIVC PONT OF INTERSECTION TP TOP OF PAVEMENT TURN RIGHT 'R81(CA)" -BIKE LANE STANDARD PLAN R.S.P. A88A, 2002 RSP -CASE 'A" OF VERTICAL CURVE FC FINISH CONCRETE -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ASAWCUT EXISTING P.O.C. PONT ON CURVE R/W RIGHT-OF-WAY 2 O DI ECTEDBY PAVEMENT AS INDICATED OR AS TYENGINEER. P/L PROPERTY UNE AP. ANGLE PONT ® STORM DRAIN MANHOLE - E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER REFER TO SEWER & STORM DRAIN PLANS SHEET WHERE SECTION IS SHOWN F.O.C. FACE OF CURB F.G. FINSIHED GRADE -17 CONSTRUCT TYPE 'A' CATCH BASIN WITH 3.5' OPENING PER NOTES: NOT USED. C.D.B. SID. D-14, UNLESS NOTED OTHERWISE. 1, SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN O7 REMOVE EXISTING CURB & GUTTER. Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. CONSTRUCT TYPE 'A' CATCH BASIN WITH 3.5' OPENING PER O EXISTING SURVEY MONUMENT ® PLANS AND DETAILS. ® EXISTING WATERLINE TO REMAIN IN PLACE. CONTRACTOR TO C.D.B. sro. D-14 WITHOUT WINGS, UNLESS NOTED o1HERW95E. 2 LOCAL STREETS- PAVEMENT TO BE 0.20' TYPE "B' A.C. + FURNISH & INSTALL STREET SIGN PER C.O.B. SID. T-1. —.—S— SEWER - REFER TO SEWER & STORM DRAIN PLANSVERIFY LOCATION AND ELEVATION OF EXISTING WATER LINE OVER 0.90' AGGREGATE BASE OVER 0.5' COMPACTED O.G. TO AND NOTIFY C.O.B. WATER OF ANY DISCREPANCY PRIOR TO + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SID. T-1. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PUNS. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. CONSTRUCTION. 'a- FURNISH & INSTALL STREET UGHT-9500 LUMEN 'LED"SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS OSI EXISTING SEWER LINE TO REMAIN IN PLACE. TYPE PER C.O.B. SID. ST -23. �- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS ■ ■ ■ ■ ■ ■ TRACT BOUNDARY 1 O EXISTING SEWER CLEANOUT TO BE REMOVED. UNIT BOUNDARY CONSTRUCTION LIMITS 11 EXISTING STREET LIGHT TO RELOCATED -X—X— PROPOSED FENCE x - x ------ EXISTING FENCE 12 EXISTING SURVEY MONUMENT TO BE REMOVED. 13 EXISTING RESIDENTIAL DRIVE APPROACH TO BE REMOVED 14 CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. DET. ON SHEET 3. 15 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 16 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. DET. ON SHEET 3. SCALE: 1" = 50' Know what's below. Call before you dig. 360 358 356 354 352 350 348 346 344 342 340 338 360 358 356 354 352 350 348 346 344 342 340 338 HA'h1(SMOOR STREET PER SEPARATE PLANS PER SEPARATE PLANS ,s CORTIAU LANA --------PER (STA. 10+00.00 C.L. TO 13+90.01 C.L.) SCALE 1' = 50' HORIZONTAL P = 5' VERTICAL MACLURE DRIVE ACWRE DRIVE SEPARATE PLANS UNI r 8 LEGEND: ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE POC 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 R/W RIGHT-OF-WAY PA PROPERTY LINE A,P, ANGLE POINT E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER F.O.C. FACE OF CURB F.G. FINSIHED GRADE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. D EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. $ FURNISH & INSTALL STREET LIGHT -9500 LUMEN 'LED' TYPE PER C.O.B. STD. ST -23. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PUNS 360 358 356 354 352 350 348 346 344 342 340 338 360 358 356 354 352 350 348 346 344 342 340 338 10+00 11+00 12+00 13+00 14+00 LEGEND ,CONT.): LEGEND (CONT.): RI -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-2 O CURVE NUMBER FOR WRVS DESCRIPTION �- 'R1-1'- STOP 'W'3-3'- SIGNAL AHEAD 96-0957- C2 'RI -2' - WELD 'WI1-2' - PEDESTRIAN CROSSING ® ITEM OF WORK - SEE SCHEDULE ;u VERT. CU III 10 FLOWLINE STATION - SEE TABLE 'R26(CA)' - NO PARKING ANYTIME 'WI4-2' - NO OUTLET 'R3 -5R - RIGHT TURN ONLY "WI6-71' - ARROW 'R4-7' - KEEP RIGHT 'W4-7' - THRU TRAFFIC MERGE LEFT SECTIO! DESIGNATION: 'R3-7' - RIOT LANE MUST 'WI -1' - CURVE ARROW SECTION LETTER TURN RIGHT 1R81(CA)' - BIKE LANE II — - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS _ _A J STORM DRAIN MANHOLE - 2 REFER TO SEWER & STORM DRAIN PLANS SHEET WHERE SECTION IS SIOW4 CONSTRUCT TYPE 'A' CATCH BASIN WITH 3.5' OPENING PER w� C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 1, SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 0 CONSTRUCT TWE 'A' CATCH BASIN WITH 3.5' OPENING PER PLANS AND DETAILS. j 2 LOCAL STREETS— PAVEMENT TO BE 0.20' TYPE "B' A.C. S SEWER — REFER TO SEWER & STORM DRAIN PLANS OVER 0.90' AGGREGATE BASE OVER 0.5' COMPACTED O.G. TO a (ED SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. WLj • s TRACT BOUNDARY am UNIT BOUNDARY �^ CONSTRUCTION LIMITS -X—X— PROPOSED FENCE q (JF Ur >FQ- Nw >� c3 ad w m t3 vii o man w a m N N �L a APPROXIMATE OUND �� i i '� o_wd� i> UNE I ! h ._.�__ I — --- — 5=0.33$�PRBPTLBYATNE S -0.25X S=-0.5 7$ ( 5=1.31A n ri _ S�-0.26$ aSal I � LEGEND: ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE POC 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 R/W RIGHT-OF-WAY PA PROPERTY LINE A,P, ANGLE POINT E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER F.O.C. FACE OF CURB F.G. FINSIHED GRADE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. D EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. $ FURNISH & INSTALL STREET LIGHT -9500 LUMEN 'LED' TYPE PER C.O.B. STD. ST -23. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PUNS 360 358 356 354 352 350 348 346 344 342 340 338 360 358 356 354 352 350 348 346 344 342 340 338 10+00 11+00 12+00 13+00 14+00 LEGEND ,CONT.): LEGEND (CONT.): RI -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-2 O CURVE NUMBER FOR WRVS DESCRIPTION �- 'R1-1'- STOP 'W'3-3'- SIGNAL AHEAD 96-0957- C2 'RI -2' - WELD 'WI1-2' - PEDESTRIAN CROSSING ® ITEM OF WORK - SEE SCHEDULE 20.00' 'R6-1' - ONE WAY 'W31(CA)' - END 'R5-1' - DO NOT ENTER 'W14-1' - DEAD END 10 FLOWLINE STATION - SEE TABLE 'R26(CA)' - NO PARKING ANYTIME 'WI4-2' - NO OUTLET 'R3 -5R - RIGHT TURN ONLY "WI6-71' - ARROW 'R4-7' - KEEP RIGHT 'W4-7' - THRU TRAFFIC MERGE LEFT SECTIO! DESIGNATION: 'R3-7' - RIOT LANE MUST 'WI -1' - CURVE ARROW SECTION LETTER TURN RIGHT 1R81(CA)' - BIKE LANE — - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS _ _A ® STORM DRAIN MANHOLE - 2 REFER TO SEWER & STORM DRAIN PLANS SHEET WHERE SECTION IS SIOW4 CONSTRUCT TYPE 'A' CATCH BASIN WITH 3.5' OPENING PER NOTES: C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 1, SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 0 CONSTRUCT TWE 'A' CATCH BASIN WITH 3.5' OPENING PER PLANS AND DETAILS. C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. 2 LOCAL STREETS— PAVEMENT TO BE 0.20' TYPE "B' A.C. S SEWER — REFER TO SEWER & STORM DRAIN PLANS OVER 0.90' AGGREGATE BASE OVER 0.5' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. (ED SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. a� a� • s TRACT BOUNDARY am UNIT BOUNDARY �^ CONSTRUCTION LIMITS -X—X— PROPOSED FENCE CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 33.57 2228' 96-0957- C2 20.00' 31.42' 20.00' 90100'00• Nola i Ag wmkmms* and ffx& k shat amfmm to me gp/koMe a¢tiaas of bhe ham ad7kd StMe MGtiWWornk ppmbmn7 of irnpmtotk4 Sfadwds fbns•ImmRar form m %Wee& Syed&:ohm', mararf OYy gWo*d edlkn. 2 A marsat Street Pmmit kAW by me coy of Balm m Rft MNks tkpm6nmt met M mpmy as work wAhn me Of),ahht-aF.ax 5 SWpade shag be coasMrcted true to VV* and mass seaft and ompxted to 9&i of nzukm dy 6a�y m delermMd by ASTM f1-1557 k a_dgm a! ' bdm' top of subgade, 4. Carmde kr dim ryproach sW cmkrm to the cysofaem"mgmdxd mt 5pt 505 Jm I " kw cmaek SIMI CWM a OMAes untar pater gprmd is Wow bwa ma Oh' Erykuw 5 Tkabw km Ad be asfmad m Etre side placed oW to the camxats ad WW not be kaa mm 1.5 bMd o&w bdag swlawdr fames and sdgade std be New kmamofAY Pdsto pkmment of cmamte. &. Cmmk mag be bawMed mmM,, edged and mm Qkn o #At broaa BnWe k wnmib Mty at & Mkg, d = wakam SW rmrhe a mmwm gp&otmrt of dek pigmmbed a d*mntmmkg k me Sfardre.peamcobtos Art= of Me � be .Feyl MAW ON me aff" coveted Whet 7. Egrmsdm,6kds shat be eansbmted at boors� as*ofgwmach Weakenedplet,nkfa2.o'd d' shat sh p/mad at cantor 0'= gprmsh and at tR madaam kf wb ad as dsated DY Etre Gly &9mwr 1 'a CONSTRUCTION NOTES: O CONSTRUCT TYPE 'B" CURB & GUTTER PER C.O.B. STD ST -1 O CONSTRUCT 4.5' COMBINATION TYPE SIDEWALK PER C.O.B. STD ST -5 O EXISTING CURB & GUTTER TO REMAIN ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 RSP—CASE W O SAWCUT EXISTING PAVEMENT AS INDICATED OR AS DIRECTED BY CITY ENGINEER. © NOT USED. O REMOVE EXISTING CURB & GUTTER. ® EXISTING WATERUNE TO REMAIN IN PLACE. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING WATER LINE AND NOTIFY C.O.B. WATER OF ANY DISCREPANCY PRIOR TO CONSTRUCTION. O EXISTING SEWER LINE TO REMAIN IN PLACE. 10 EXISTING SEWER CLEANOUT TO BE REMOVED. 11 EXISTING STREET LIGHT TO RELOCATED I ME S£C770N "A—A" & EVemaks jobt hate makrid sdg cwsW of pmkmmd et* of 6-dmtl t that malum 6, me reg mmk of me Sim 9 SmGms of mkkry dAa gp oa h bAv rmno w M r*tameaent Aa be WNW at the &mk of tat" m atmded by 9m City Engue¢r. Ik mctku berry raaomd Ad be a mnmaa of 5.0' in hvrym and smmts aw mvp m74 "Wiry ibkrt or ttrore fess A4akcaamt shat caalam A, Fnmtlm and Watmn to me at}xent es4" krpmmnmk Ochs o0woke &Kkd by me city Engem: 10 Seelmns b6V rgkmd may be pawed agmd Mand pam+amt, if k good cau f o and #AA me poor q'p✓md of the Ofy Eagamar. Omwa'fsW the aHemry pottanmt aw be smart a mwi M2d ham me edge of cmaete a m dratted puwnent pokh shat m f m tome fookeamts of SYmdsd 9etd ST -11. It. 06 and grNm and body of app wch shat be paved swarvWx not mandmaedx 12 Ab dAa Wvxb mnakmtraa shat be Pw wtW k sbmt m day m t, mium I1 Edge of dim *Poach shat be o mn. of 25' brm adibmt kf the. 14. FAWkg cw4 If k goad cmdTtaa, may be somal wd rammed (•mm m17 to accamrwdrre muftw1ka of am raMmald dW Wmadr m wAmng ofat" Wmad De��\ Neer 12 EXISTING SURVEY MONUMENT TO BE REMOVED 93 EXISTING RESIDENTIAL DRIVE APPROACH TO BE REMOVED 14 CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. DET. ON SHEET 3. 15 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. SCALE: 1" = 50' 50' 25' O' 50' 100' Know whars below. Call before you dig.