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HomeMy WebLinkAbout1.1-6968 PH 1 Record DrawingSTANDARD NOTES 1. CONTRACTOR SHALL FURNISH ALL MATERIALS TOOLS LABOR EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 2. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OF ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ACCEPTED BY THE CONTRACTOR AHEAD OF ANY EXCAVATION TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL 3. ALL EXISTING IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED, UNDERCUT AND/OR THAT DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS SHALL BE REPAIRED OR RELOCATED AS DIRECTED BY THE CITY ENGINEER. 4. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -11, EXCEPT AS NOTED ON PLANS. 5. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND CALTRANS STANDARD SPECIFICATIONS. 6. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: THE STANDARDS BELOW ARE FROM THE CURRENT ADOPTED STANDARDS 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 STANDARDS BELOW ARE FROM THE PROPOSED UNACCEPTED STANDARDS ST -2 STANDARD MEDIAN CURBS TYPE "M" ST -5 STANDARD COMBINATION SIDEWALK (SEE SHEET 14) ST -7 SINGLE FAMILY RESIDENTIAL DRIVE APPROACH (SEE SHEET 7) ST -11 STANDARD PAVEMENT PATCHES ST -23 STANDARD STREET LIGHT MAST ARM TYPE ST -24 STANDARD STREET LIGHT BASE PLATE DETAILS LOCATION DETAILS ST -26 STANDARD HOUSE NUMBERS FOR CURBS T-33 STANDARD CONDUIT & R/W REQUIREMENTS T-34 STANDARD TRAFFIC SIGNAL INTERCONNECT 7. PAVEMENT: PAVING FOR LOCAL STREETS IN PHASE 1 SHALL BE: 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.50' AGGREGATE BASE OVER 0.50' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 957. RELATIVE DENSITY PER C.O.B. STD. ST -9. PAVING FOR LOCAL STREETS IN PHASES 2 TO 5 SHALL BE: 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.70' AGGREGATE BASE OVER 0.50' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. PAVING FOR LOCAL STREETS IN PHASE 6 TO 7 SHALL BE: 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.85' AGGREGATE BASE OVER 0.50' ORIGINAL GROUND. Q.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. PAVING FOR LOCAL STREETS IN PHASE 8 TO 10 SHALL BE: 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.75' AGGREGATE BASE OVER 0.50' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. PAVING FOR ETCHART ROAD (LOCAL COLLECTOR): 0.30' TYPE "A" ASPHALT CONCRETE OVER 0.80' AGGREGATE BASE OVER 0.50' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. PAVING FOR SNOW ROAD (ARTERIAL): 0.45' TYPE "A" ASPHALT CONCRETE OVER 0.85' AGGREGATE BASE OVER 1.20' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. PAVING FOR COFFEE ROAD (ARTERIAL): 0.45' TYPE "A" ASPHALT CONCRETE OVER 1.35' AGGREGATE BASE OVER 0.70' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 95%. RELATIVE DENSITY PER C.O.B. STD. ST -9. 8. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. ® TO BE INSTALLED EXISTING 9. INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 -o- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. ED NSTAH STREETLIGHTS, 9500 LUMEN H.P.S.V. PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10.- 10. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. 11. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL STREETS UNLESS OTHERWISE NOTED. 12. INSTALL 5' COMBINATION SIDEWALK ON ALL LOCAL STREETS AND 6' COMBINATION SIDEWALK ON ARTERIAL AND COLLECTOR UNLESS OTHERWISE NOTED. 13. CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 STANDARD PLAN R.S.P. A88A-CASE A. 14. SEWER LATERAL LOCATIONS TO BE STAMPED(S)INTO THE CURB FACE OVER EACH SEWER LATERAL 15. INSTALL ADDITIONAL #3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. SERVICE POINT. 16. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. 17. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4- BELOW PAVEMENT GRADE. 18. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. 19. WARNING/REGULATORY SIGNS: A) SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL B) ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. 15. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 16. AGGREGATE BASE: A) AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR 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 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. B) 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. 17. SUBGRADE PREPARATION: A) THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS AND STANDARD SPECIFICATIONS. B) SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 18. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY STANDARD DETAIL ST -22. 19. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 20. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN 24 HOURS NOTICE. (661) 326-2049. 21. STREET LIGHT LUMINARIES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. 22. CONTRACTOR SHALL COORDINATE WITH LANDSCAPE CONTRACTOR TO INSTALL CONDUITS PRIOR TO PAVING. VI(ANITY MAP NO SCALE (L ETCHART ROAD (TRACT BOUNDARY/ SALESMAP LINE) E -W MID-SECTION LINE - l,L 16 PHASE (0Z I- -AVONr STrREETf-T- - N --r I,I 15 i _ o min Z� wLlPHASE 8 Q o-irw _ o _i_ lam= L --=L---- L__� --z ; ! T-13 8AS,ALT� STREET l -T l' Z U - '' PHASE 7 L_L 12_CIRLCDE STREET' --- 16 -_ --- _ --- �- 1- _l�__T- T_ y --- 10 t PHASE 6 3 i i i i i -- ES TES PARK } _� STREET --- - - - - -1�1J--------------- I r T rT-i I; -1 -TT-T 7 X 1 7 -PH ASE�S�+� --- 9 GRAIN DY_J li'I _1 STREET ------------- - -- - - f- -f - _r -� --- PHASE 4 Ell I I , I ,fZ I I 1 I1 1 1 ILIFF_ I_ ;, 1 STREETI -------------- --- T T-- -R 7 (=1-T T-1 - f - f- -- PHASE 3 +_+ 2 04 --i- KOWAL _-- I z _STREET W- =------------ 17 O i �W II a o t �- JP H A SE 2 '+ 7 �w LA JUNTASTREET T -T d' ----------- I I _ �z-- r UL ' PHASE 1 y MOFFAT 0 W STy_�RE_ET i_ _L (� SNOW ROAD (S. UNE OF S.E. 1/4) (D20 KEY MAP SCALE: 1 " = 300' LIST OF MATERIALS PHASE 10 r GQ� 14 BASALT 0- STREET w Ld ---- L 0 PHASE z w 2 w 0- 0 w 0 Ld CITY OF BAKERSFIELD CALIFORNIA STREET CONSTRUCTION PLANS FOR VESTING TENT. TRACT PHASES 1 TO 10 INDEX OF SHEETS SHEET TITLE 1. TITLE SHEET 2. CONSTRUCTION NOTES 3. SNOW ROAD 4. MOFFAT STREET 5. LA JUNTA STREET 6. KOWA STREET 7. NEDERLAND WAY 8. ILIFF STREET 9. GRANDY STREET 10 ESTES PARK STREET 11. z w 2 w 0- 0 w 0 Ld CITY OF BAKERSFIELD CALIFORNIA STREET CONSTRUCTION PLANS FOR VESTING TENT. TRACT PHASES 1 TO 10 INDEX OF SHEETS SHEET TITLE 1. TITLE SHEET 2. CONSTRUCTION NOTES 3. SNOW ROAD 4. MOFFAT STREET 5. LA JUNTA STREET 6. KOWA STREET 7. NEDERLAND WAY 8. ILIFF STREET 9. GRANDY STREET 10. ESTES PARK STREET 11. NORTHGLEN WAY & RANGLEY WAY 12. CREEDE STREET 13. BASALT STREET 14. BASALT STREET (CONT.) 15. AVON STREET 16. THORNTON WAY & VAIL WAY 17. ETCHART ROAD 18. ETCHART ROAD (CONT.) 19. COFFEE ROAD 20. SNOW ROAD & COFFEE ROAD -STRIPING PLAN 6' WING W/2 _n CENTERLINE STORM DRAIN 4 oi 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. 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. 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 ENCOUNTERED DURING DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. 1�7 AFFKUVtU tI T: KUULK A. MCIN I L)bH K.U.L. M,JZZ UA I t EXP. 6-30-20 STREET CONSTRUCTION PLANS REVIEWED/APPROVED BY: IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PUBLIC AND ARE TO BE PUBLICLY MAINTAINED. LIP CURB AND GUTTER FLOWLINE CURB AND GUTTER io B.C.R N SIDEWALK APPROVED BY: NICOLAS FIDLER PUBLIC WORKS DIRECTOR DAfE R.C.E. NO. 61069 f� LANDSCAPE CENTERLINE i� CENTERLINE STORM DR N W 6' WING TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. PROJECT AREA: 100.00 ACRES ITEMS UNIT PHASE 1 PHASE 2 PHASE 3 PHASE 4 PHASE 5 PHASE 6 PHASE 7 PHASE 8 PHASE 9 TOTAL A.C. PAVING TONS 2,414 835 860 3,123 833 832 3,291 62 746 12,996 AGGREGATE BASE, CLASS 2 CY 2,584 1,493 1,539 5,000 1,489 1,806 5,653 118 1,429 21,111 ROADWAY EXCAVATION/SUBGRADE PREPARATION CY 3,220 1,066 1,099 2,884 1,063 1,062 3,552 79 952 14,977 6" CURB & GUTTER LF 4,174 2,933 3,031 4,210 2,924 2,921 8,068 533 2,654 31,449 SIDEWALK (4" THICK) SF 18,519 12,263 12,713 18,399 12,203 12,208 36,783 2,070 11,244 136,402 DRIVEWAYS (6" THICK) SF 3,990 4,410 4,410 4,410 4,410 4,410 8,400 525 4,305 39,270 HANDICAP RAMPS (ADA/TITLE 24/CALTRANS) EA 6 4 4 7 4 4 4 2 2 37 STREET NAME SIGNS EA 3 2 4 4 4 2 5 2 3 29 TRAFFIC CONTROL SIGNS EA 9 8 2 19 STREET LIGHTS - COB STANDARD EA 6 4 4 6 4 4 12 1 4 45 INTERCONNECT CONDUIT PULL -BOX EA 4 4 5 13 TRAFFIC SIGNAL INTERCONNECT CONDUIT EA 1,321 1,322 1,980 4,623 SURVEY MONUMENT & ENCASEMENT EA 6 3 4 5 4 3 9 1 3 38 STRIPING (DETAIL 22 - DOUBLE YELLOW) LF 1,262 1,270 1,860 4,392 STRIPING (DETAIL 27B - EDGE LINE) LF 406 685 1,929 3,020 STRIPING (DETAIL 38 - CHANNEUZING UNE) LF 150 160 310 STRIPING (DETAIL 39 - BIKE LANE) LF j 930 851 1,781 SAW CUT LF 1,320 1,320 2,640 LOCAL STREET FRONTAGE 13,444 LF COLLECTOR STREET FRONTAGE 2,640 LF ARTERIAL STREET FRONTAGE 1,980 LF REVIEWED BY. STUART J. PATTESON, ASSISTANT PUBLIC WORKS DIRECTOR R.C.E. NO. 44898 REVIEWED BY: TRAFFIC ENGINEER BASIS OF BEARINGS: THE BEARING OF N 00'4933" E SHOWN FOR THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 5, T. 29 S., R. 27 E. ON K.C.S. FILED MAP NO. 7-1 BOOK 6, PAGE 50 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK USED: K.C.M. B.M. 3.39 PER K.C.S.F.B. #1170, PG. 30 FOUND CH. 1/4 CIRCLE ON TOP OF CURB AT WEST END OF THE SOUTHWEST CURB RETURN AT QUAIL CREEK/SNOW ROAD. ELEVATION = 403.02' (PER 2003 COUNTY DATUM) TE Ncq b/ v w M > U U R iT I p +-t C%l _'w ! n r 4 Know what's below. 0111 before you dig. 5 STANDARD NOTES (CONT. 23. 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 24. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 25. NO PUBLIC WORKS INSPECTION WILL BE GIVEN FOR THE WORK IN THE UNDEDICATED ROADWAYS IN THE PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN OBTAINED. 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. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 27. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 28. IF THE PROJECT IS SUBJECT TO PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES). A "NOTICE OF INTENT" (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO.2009-009-DWQ AS AMENDED BY 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 CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLU11ON PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER: 5F15C378627 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. 29. 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. 30. NOTE TO STAMP A "C" ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT LOCATION. 31. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS. 32. 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. 33. 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 THE PROVISIONS OF SAID PLAN. 34. CONSTRUCTION OPERATIONS SHALL BE ACTIVELY IN PROGRESS ONLY BETWEEN THE HOURS OF 8:30 A.M. - 4.00 P.M., MONDAY THROUGH FRIDAY, EXCEPT LEGAL HOLIDAYS. WHERE CONSTRUCTION OPERATIONS ARE ACTIVELY IN PROGRESS, A MINIMUM OF ONE TRAFFIC LANE, NOT LESS THAN TWELVE FEET IN WIDTH, SHALL BE OPEN FOR USE BY PUBUC TRAFFIC. WHERE CONSTRUCTION OPERATIONS ARE NOT ACTIVELY IN PROGRESS, NOT LESS THAN TWO SUCH LANES SHALL BE OPEN FOR USE BY PUBUC TRAFFIC. PUBLIC TRAFFIC MAY BE PERMITTED TO USE THE SHOULDERS AND, IF HALF -WIDTH CONSTRUCTION METHODS ARE USED, MAY ALSO BE PERMITTED TO USE THE SIDE OF THE ROADBED OPPOSITE TO THE ONE UNDER CONSTRUCTION. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY SHAPING OF SHOULDERS NECESSARY FOR THE ACCOMMODATION OF PUBUC TRAFFIC THEREON DURING PAVING OPERATIONS. IN ORDER TO EXPEDITE THE PASSAGE OF PUBUC TRAFFIC THROUGH OR AROUND THE WORK AND WHERE ORDERED BY THE ENGINEER, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, FURNISH, INSTALL, AND MAINTAIN CONSTRUCTION AREA SIGNS, LIGHTS, FLARES, TEMPORARY RAILING (TYPE K), BARRICADES, AND OTHER FACILITIES FOR THE SOLE CONVENIENCE AND DIRECTION OF PUBUC TRAFFIC. ALSO, WHERE DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL FURNISH COMPETENT FLAGMEN WHOSE SOLE DUTIES SHALL CONSIST OF DIRECTING THE MOVEMENT OF PUBUC TRAFFIC THROUGH OR AROUND THE WORK. 35. TRAFFIC STRIPES AND PAVEMENT MARKINGS TO BE REMOVED WILL BE AS SHOWN ON PLANS AND AS DESIGNATED BY THE ENGINEER. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED TO THE FULLEST EXTENT POSSIBLE FROM THE PAVEMENT BY ANY METHOD THAT DOES NOT MATERIALLY DAMAGE THE SURFACE OR TEXTURE OF THE PAVEMENT OR SURFACING. WHERE BLAST CLEANING IS USED FOR THE REMOVAL OF PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS, THE AREA SHALL BE SHIELDED SO THAT NO MATERIAL FROM THE BLASTING OPERATION IS ALLOWED TO ENTER THE AREA THAT IS OPEN TO THE PUBUC TRAFFIC. SAND OR OTHER MATERIAL DEPOSITED ON THE PAVEMENT AS A RESULT OF REMOVING TRAFFIC STRIPES AND MARKINGS SHALL BE REMOVED AS THE WORK PROGRESSES. ACCUMULATIONS OF SAND OR OTHER MATERIAL WHICH MIGHT INTERFERE WITH DRAINAGE OR MIGHT CONSTITUTE A HAZARD TO TRAFFIC WILL NOT BE PERMITTED. TRAFFIC STRIPES SHALL BE REMOVED BEFORE ANY CHANGE IS MADE IN THE TRAFFIC PATTERN. BLAST CLEANING FOR REMOVAL OF TRAFFIC STRIPES SHALL BE FEATHERED OUT TO IRREGULAR AND VARYING WIDTHS. PAVEMENT MARKINGS SHALL BE REMOVED BY BLAST CLEANING A RECTANGULAR AREA, RATHER THAN JUST LETTERING OR MARKINGS, SO THE OLD MESSAGE CANNOT BE IDENTIFIED. AFTER REMOVAL OF TRAFFIC STRIPES AND PAVEMENT MARKINGS, A FOG SEAL COAT SHALL BE APPLIED IN CONFORMANCE WITH THE PROVISIONS IN SECTION 37, BITUMINOUS SEALS", OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: IN TRAFFIC STRIPE REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED OVER THE TRAFFIC STRIPE REMOVAL AREA AND TO IRREGULAR AND VARYING WIDTHS WITH AN AVERAGE WIDTH OF 2 FEET ON EACH SIDE OF THE BLAST CLEANED TRAFFIC STRIPE REMOVAL AREA. IN PAVEMENT MARKING REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED TO THE BLAST CLEANED RECTANGULAR AREA. FULL COMPENSATION FOR FURNISHING AND APPLYING FOG SEAL AS SPECIFIED HEREIN SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER SQUARE FOOT FOR REMOVAL OF TRAFFIC STRIPE AND PAVEMENT MARKING AND NO SEPARATE PAYMENT WILL BE MADE THEREFORE, NOTHING IN THESE SPECIAL PROVISIONS SHALL RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITIES AS PROVIDED IN SEC11ON 7-1.09, "PUBUC SAFETY," OF THE STANDARD SPECIFICATIONS. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHAD_ BE THERMOPLASTIC AND SHALL CONFORM TO SECTION 84-2, "THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS," OF THE STANDARD SPECIFICATIONS. PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT MARKERS' OF THE STANDARD SPECIFICATIONS. IMMEDIATELY AFTER ANY CONSTRUCTION OPERATIONS WHERE TRAFFIC DELINEATION IS OBUTERATED OR WHEN DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL REPLACE ALL OBUTERATED PAVEMENT DELINEATION WITH TEMPORARY DELINEATION DURING THE SAME WORK PERIOD, AND IN NO CASE LATER THAN 7:30 A.M. FOLLOWING SUCH WORK PERIOD. TEMPORARY DELINEATION CONSISTS OF REFLECTIVE TRAFFIC UNE TAPE APPLIED IN PIECES NOT LESS THAN 4 INCHES LONG NOR LESS THAN 4 INCHES WIDE, SPACED NO MORE THAN 20 FEET APART ON TANGENTS AND NO MORE THAN 10 FEET APART ON CURVES. APPLY REFLECTIVE TRAFFIC UNE TAPE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. TEMPORARY DELINEATION MUST BE THE SAME COLOR AS THE PERMANENT DELINEATION. REMOVE TEMPORARY DELINEATION APPLIED TO ASPHALT CONCRETE PATCHES IMMEDIATELY PRIOR TO APPLYING ASPHALTIC EMULSION TACKCOAT FOR ASPHALT CONCRETE OVERLAY. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM TO SECTION 84, "TRAFFIC STRIPES & PAVEMENT MARKINGS," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL CONFORM TO SECTION 84-2, "THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS". PAVEMENT MARKERS SHALL CONFORM TO SEC11ON 85 "PAVEMENT MARKERS," AND THESE SPECIAL PROVISIONS. PAVEMENT MARKERS SHALL BE PLACED WITH RAPID SI=T EPDXY PER SECTION 95-2.04 OF THE STANDARD SPECIFICATIONS. 36. ANY WORK CONNECTING TO EXISTING PUBUC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBUC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBUC TRACTS WITHOUT RECORDED MAPS). 37. 95% COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. ASPHALT CONCRETE PAVING TESTING NOTES: 1. 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. 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 SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. 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. 4. 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. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEER'S REVIEW AND APPROVAL:- A. PPROVAL:A. LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT 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 LIMITS OF CONSTRUCTION. 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. 10. 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. 11. 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. 12. 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 PUBUC 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. 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 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 MEN PAVING OPERATIONS RESUME. 14. 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. 15. 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. 16. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPAC11ON IS EITHER LESS THAN 90% OR MORE THAN 967o, 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. 17. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. 18. 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 WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 19. 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 UNE 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. 20. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SEC11ON 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADA11ON CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK"..... ... WHICH ALLOWS UP TO 507o 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. 21. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SEC11ON 19-1.03 PER THE CITY OF BAKERSFIELD: 22. 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. TRENCHING NOTES: 1. TRENCH EXCAVATION THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S-39 AND DETAILED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD S-39. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. 2. BRACING AND SHORING EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TIMES. SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. 3. TRENCH BACKFILL TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD S-39, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT (90%) UP TO THIRTY INCHES (30") FROM FINISHED GRADE BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED OF, BY ANY LEGAL MEANS AT THE EXPENSE OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF IN-SITU MATERIALS. ACHIEVING FIRM BEDDING BELOW PIPE SPRINGLIKE CONTRACTOR SHALL PROVIDE "FIRM BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLIKE. FIRM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS. BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL -SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER POINT OF THE PIPE. INITIAL BACKFILL "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED IN THE PIPE ZONE FOR INITIAL BACKFILL. AFTER THE PIPE HAS BEEN PROPERLY LAID AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE PERMITTED. SUBSEQUENT BACKFILL ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING BEFORE SUCCEEDING LAYERS ARE PLACED. COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90%) RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. BACKFILL TESTING AND COMPACTION TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6-3, "TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBUC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (907.) RELATIVE COMPACTION FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING D2922 OR D1556. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 4. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S-7, S-8, AND S-21 AND SECTIONS 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFlEI� STANDARD DRAWING S-20. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE BARREL AT THE MANHOLE FOUNDAl1ON SHALL BE SET ON A 2" MORTAR BED OR SET ON KENT -SEAL, IN A GROOVED FOUNDATION. STORM DRAIN NOTES: 1. STORM DRAIN PIPE CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYING SIPHON AND PRESSURE PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO SECTION 65-1.068, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. 2. BORED/JACKED PIP CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON THE PLANS. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE WITH SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE. 3. MINOR STRUCTURES MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARD S-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE PLANS. THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE STRENGTH REQUIREMENT OF ASST. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. ['lT��g&,%Zza ;li7i'MIlI:ril111 SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBUC TRAFFIC FOR A MINIMUM OF THREE DAYS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO A MINIMUM OF ONE DAY. THE MONUMENT WILL BE SET BY THE OTHERS. THE OWNER WILL PROVIDE SURVEYS. CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. VNWT i J,J 1. PD f 1) }K � f'�' ;"'�' t____"""_" _.-,._.,.. ___ . ,-..-,�,... ... ..-e. 1 11 -" .--..,.,.-, ,,-,-,---,---,,,-a rn 0 N O CD z W z CD z w U CD z > > V) 0 z Q J 1111 � � lill i � lill I I NEDERLAND WAY SEE SHEET 7 11 PHASE 1 i i t 5'f 11 " I I I I I J II 1 I 11 PHASE 1 W 1 i i i J 20' 20' J I , o f J i i i 2 24 23 22 II ► �I 41 �,� I 37 36 35 34 J 33 O 30' 3I 1 32 0 31 30 �; 29 28 g 27 20 5 Z 1 PER TRACT 7264 U) : zo J ad 1 °' O Ivy 1 1 J -i d WJ O I _ i mo" STREET PLANS J J P_ -•' ao v I I M I 4 4 I I v� I I Out>Q o00o 138 I I i ¢�. I -'- 1� 1 I v� I i MMI I I I I I 21 nn O I , I I ov CO vw 1 00 1 1 M �nM M J J 1 C-4 of z - N N , W Go Go z 1 � W o co DIST. CONC. HEADWALL & • 00 i W er ad ad 1 0l co co t-er� �o� 1 o 0) 04 v�+ Q O � + ¢ + +� W ado WIRE FENCE TO REMOVED F 1f co co o ++ ' . 0 nn 1 1 1 adrn air- ^� vim. mz�J I U co+co++J �� CC • CO CO _ ( ++ NNS { I t- NI - z ti, W ¢ e EX. GUARD POST & SiGN I I I R+ W> I ++ I± 1 18 N C14N I I � d¢� I n, ` I I I EX. STAND PiPE TO I I I zcj `r z cV M z "� ° 1 ¢¢ ¢�j F-1- N-1 NN 1 - �1 [L' WF -F- NN O 04 04 +W ++ ¢ CVM 1 WW N N Q t~n t= N N jN10 O BE REMOVED I I i W t 1 Q Q m N N o Q¢ I I I BE REMOVED , Q I I a J a rn rn m N OD O 1 BEGIN R 9 MEDIAN Oa LT. 10 TRESPASSING i 5 W N 1= m to m 13 -- w cn cn c� Q v N N v U N N 1 FU I U ;5 ;5 1 W N U) 18 W I T.C. ELEV. 406.27 i _% 1 ' Q 15 I 20589 15 35 ¢ �' aNN oo•i•i 1 4296�� C2 1 z z r• f-• _ R W R 1 w to to 1 -- I ---------------- - -------------- --- - -- 1II Ic Ic Ic Ic 14 Ic Ic 4 14 Ic Ic Ic Ic 14 30"IRR 1 _ 12°S 1 Ml 11 12"S 30"IRR C1 4 EXiST. TELEPHONE POLE -IR ,�, 1 _IR 12" 1 30"IRR J ,�,, 12" S 1 11 I i s s CiTY s s s s s- S s a -- S-1 30"IRR s -CITY TO � REM OVED � r7 0� �� � �� �� � �r �� �,��t�����r�����i� ��t� t sr�� �-� t�� ����� � �� ��i��i- wt��t��i��,� t � s � � - -- - -� �� � �� � �� �� ��,�� �� �� �� �� �� �� �� �� a� �� �� a �� � m 1 IRRi c coTP NO WIRES I d �n J IR IR IR -� COUNTY h I , co � d- - I- COUNTY �� = 6 o f EX tP• 0 12 d I 12 EX E.P. 6 12 i 1 - ---------16+00----- 17+00- ---- -- 8+00- ---- -19+00 --- - _20+00 =- _ _=-21+00 =_ _= 22+00 -------23+00- 1 - - -24+00--------25+00---------26+00---------27+00-------28+00- -- ----29+00- _--- - -30+00 I 31+00 - 1-_ - -----a-------------- - M S88'S4'14"E 556.39, S88'S4'14'E 763.35'.---- -� - -� --- --------------- ---Q-=" --- -'- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 -- ------- N -. . �, . _ •. I hd+ -OH -OH- - - -I -OH oN EX. TELEPHONE POLE 1 - (s EX. EP TO BE REMOVED 3 I EX. EP �- rn zz�_ _ __ __ ____ _ cr_ SERVICE I ( p -oH - - - 6 a a = _ =oH - - -� a FUTURE MEDIAN - LLJJ - - - - - - - - - - - - " y - - - - - I FUTURE MEDIAN I - - - - - - - - - i - - - -. EP - - - I POLE { r cS �'� M J ^-Z~8 03 I I ' Q^ I QJ �C Q I r ¢ PARCEL 2 0 ¢ Z o m 4m O z z: C14 Z ^Go o ' TRACT No. 7229 - UNiT 3 W " P.M. co No. 8740 _ 3 W PARCEL 1 , PARCEL 2 W N WC4 W co0 z o m co o � N P_ J- ' M. BK. 60 PG.142 N P.M. BK. 37 PG. 173 N Z ' Q W o z W I P.M. No. 8740 P.M. No. 8740 ► + " I + + I P.M. BK. 37 PG. 173 ► I W W o r Z • � z P.M. BK. 37, PG. 173 Z _ " Wo> o / r' N vv , o f �N ?+> O d / I WFQ•- zlQ-• +W I I QCn WCn ta. W + ' / I m N W N W U 0) O 1 J a W OQCj N}+ I p 11 gi C I I o V) i f / NN i Q 418 416 414 412 410 408 406 404 402 400 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 30.00' 47.27' 30.15' 9017'15' C2 30.00' 46.97' 29.85' 89'42'45" SNOW ROAD STA. 16+62.79 C.L. TO 29+83.32 C.L. SCALE: 1" = 50 HORIZONTAL 1" = 5' VERTICAL 398 15+50 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 En i m I I FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: SECTION { ( OFFSET FROM CL STA. 24+18.73 59.00 LT. CL LANDSCAPE VARIES i EASEMENT 1. 3 5 STA. 24+23.73 58.92 LT. j E ( t Ui ELEVATION EVC END VERTICAL CURVE f 'R26(CA " - NO PARKING ANYTIME "W14-1" - DEAD END "W14-2' z VARIES 1 Iz N,pJ�• 4 �MMlry `'! m U 1 p w tYAR,ES i PAVEMENT PAD ELEV \~� c 2%X 2% 2.0%�" STA. 24+33.73 58.31 LT. t E ( C1 F cl� to ( STA. 24+43.73 57.09 LT. STA. 24+48.73 56.25 LT. j ! O CURVE NUMBER FOR CURVE DESCRIPTION BC m STA. 24+78.73 Go 0 W Q ITEM OF WORK - SEE SCHEDULE 1 ' AGG. BASE 0.85 T. 1. = 9.0 STA. 24+83.73 49.91 LT. STORM DRAiN MANHOLE - REFER TO SEWER & STORM DRAiN PLANS 1.20' COMPACTED SUBGRADE "R" VALUE= 45 COMPACTED TO 95% STA. 24+88.73 co STA. 24+93.73 48.69 LT. - O TAPER NUMBER SEE TABLE SNOW ROAD STA. 24+98.73 48.31 LT. STORM DRAiN JUNCTION BOX - REFER TO SEWER & STORM DRAiN PLANS STA 16+62.79 TO 29+82.32 A STA. 25+03.73 48.08 LT. cstr SCALE: 1" = 10' (HORiZ) 3 STA. 25+08.731 48.00 LT. OR = SCALE: 1 50' C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. / -PIPE SIZE E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER 50' 25' O' 50' 100' 4'W UTILITY. QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. i j { W -WATER D -DRAIN 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE 'A" A.C. OVER NOT USED 0 G -GAS iRR-IRRIGATION ® EXISTING SURVEY MONUMENT tMn v d- I I I j I 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAiN PLANS. SINGLE FAMILY RES,DENIIAL DRIVE APPROACH PER C.0.6. STD. DET. ON SHEET 7. 6 FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. j �g ! I PER C.0.6. STD. ON SHEET 7 . PERC. oa I C>- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. © 1 I o ( I ! I ` VOLUME 29, PG. 104 OF THE MiNUTE BOOKS. (CO. RD. 719) -E�)- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. 11 j i A CiTY OF BAKERSFIELD STREET RiGHT-OF-WAY PER DOC. NO. i-' 01- W 06 "M' j - - - CENTERLINE 12 13 FUTURE TYPE PER C.O.B.STD. DET. ST -2. FURNISH & INSTALL CHANNELIZERS AND SiGNS PER C.O.B. STD. DET: T-29. 0CiTY OF BAKERSFIELD STREET RiGHT-OF-WAY PER DOC. NO. 000217112424, O.R. EDGE OF PAVEMENT COORDINATE APPLICATION OF RELOCATION WITH CITY. iNTERCONNECT CONDUiT 8. INSTALL W-31(CA) SIGN WITH �d4-3 MARKER AT THE PHASE ( ) T'1 - _ e � _ - - � ' e - - - - CiTY/COUNTY BOUNDARY LINE 20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. NO. 000217112425, O.R. BOUNDARY WITHIN THE TRACT iF ADJACENT PHASE iS NOT FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & i CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE d U d� A i Know below. SIGN WITH CONSTRUCTION OF ADJACENT PHASE. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73c WITH W-31(CA) SIGN AND 000217010446, O.R. ` 16 I � I before you dig. THE IMPROVEMENTS SHOWN HEREIN. DOC. NO. 217153620, O.R. 17 CONSTRUCT TEMPORARY STORM DRAIN INLET/CATCH BASIN FURNISH & INSTALL i 18 STREET LIGHT 22000 LUMEN PER CITY OF BAKERSFIELD STANDARD Jv , r U COU N m Z CC --� !!aaJJ W M it cND r ix Q w� LTj J Y w M 0 + w m i { �. ( { ( I i I _ W W M II O OO m > > + I w M co + " W " ( aW 4m Q+ F- I ? W � d " t t0 i�O> APPROXIMATE f w� GROU �-Q N E I i j I ZEN Nm O U U" mm z z W W - - T O ¢ i-- N - - i W o i o I N i j� ^ I I ( i �1-� I { (�- ( 1 i j ( I E (,S1TNG D ®C.L ( I 1 - j { 1 i i '�' �' I¢ 1 21 ! to " v W J I U W J i PROPOSED N TH FL NE j �! i - - I - - ,� - - tN - - j _ z z �U m m o ¢ cn ¢ w o w z o _ I ! _ N APPROXIMATE EXISTING \ 1 GROUND GROUND OWiJNE f ; i I I { { v m 4i ao w cn - - - - r- ( w iQ- m - - -t 1 o a E > w ! { - - }- -� - - - - , I- - - - -r<- i- -rt - + - - - - - ( i I EX,S11t�G N j /- - - - J - - - ��- - _ I �_ - - N - - - - - -_ S=o.sa - -- - - - +ff i { ®C.L --'--- _ (- �L=47.2T L_46. S=0.30% i- - cz _ S =0.30 j - - - - j {S=0.2 ��- S=0.30% i ( ori ori t , � j j PROPOSED NORTH FLO IJNE PPRXMAE GROUN ESTN 0 FLOW G JNE j f GROUi ®FLaAMIROXI NE EXISTING NORTH FLOWIJNE I �-I = zW I a a s I j I j {4- i Ix i i i i i I 1 I I i I i 398 15+50 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 ABBREVIATIONS R/W 155'-66' TAPER DATA NO. O1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: SECTION 2' FOOLING EASEMENT 1 VARIES PER THE FINAL MAP g' 1 7' 148'-59' CL STATION OFFSET FROM CL STA. 24+18.73 59.00 LT. CL LANDSCAPE VARIES i EASEMENT 1. 3 5 STA. 24+23.73 58.92 LT. STA. 24+28.73 58.69 LT. ELEVATION EVC END VERTICAL CURVE 1 136'-147' 1 t1 ' 'R26(CA " - NO PARKING ANYTIME "W14-1" - DEAD END "W14-2' z VARIES 1 Iz N,pJ�• 4 �MMlry `'! m U 1 p w tYAR,ES i PAVEMENT PAD ELEV \~� c 2%X 2% 2.0%�" STA. 24+33.73 58.31 LT. STA. 24+38.73 57.78 LT. STA. 24+43.73 57.09 LT. STA. 24+48.73 56.25 LT. CA - BIKE LANE "R4-7" - KEEP RIGHT ( ) O CURVE NUMBER FOR CURVE DESCRIPTION BC 11 0.45' A.C. PAVING STA. 24+78.73 50.75 LT. Q ITEM OF WORK - SEE SCHEDULE 1 ' AGG. BASE 0.85 T. 1. = 9.0 STA. 24+83.73 49.91 LT. STORM DRAiN MANHOLE - REFER TO SEWER & STORM DRAiN PLANS 1.20' COMPACTED SUBGRADE "R" VALUE= 45 COMPACTED TO 95% STA. 24+88.73 49.22 LT. STA. 24+93.73 48.69 LT. - O TAPER NUMBER SEE TABLE SNOW ROAD STA. 24+98.73 48.31 LT. STORM DRAiN JUNCTION BOX - REFER TO SEWER & STORM DRAiN PLANS STA 16+62.79 TO 29+82.32 A STA. 25+03.73 48.08 LT. cstr SCALE: 1" = 10' (HORiZ) 3 STA. 25+08.731 48.00 LT. PROPERTY LINE A.P. ANGLE PONT = SCALE: 1 50' LEGEND LEGEND (CONT.): _LEGEND (QONT. ABBREVIATIONS LEGEND R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: SECTION FL FLOWLINE POVC POINT ON VERTICAL CURVE i "R1-1" -STOP 'R6-1" -ONE WAY "S5-2' END SCHOOL ZONE _ _ _ _ _ A SECTION DESIGNATION CL CENTERLINE BVC BEGIN VERTICAL CURVE . 'R5 -i' - DO NOT ENTER W31(CA) END 2 ELEV ELEVATION EVC END VERTICAL CURVE 'R26(CA " - NO PARKING ANYTIME "W14-1" - DEAD END "W14-2' SECTIONSHEET,WERE SliOINN B.C.R. CURB RETURN Pi POINT OF iNTERSEC110N - NO OUTLET "R3 -5R - RIGHT TURN ONLY "R81 " CONSTRUCT 4.5' (LOCAL STREETS)COMBINATiON SIDEWALK PER C.O.B. STD DET. ON SHEET 14. E.C.R. END END CURB RETURN PRC POINT OF REVERSE CURVATURE CA - BIKE LANE "R4-7" - KEEP RIGHT ( ) O CURVE NUMBER FOR CURVE DESCRIPTION BC BEGiN CURVE PCC POINT OF COMPOUND CURVATURE -- o STORM DRAIN - REFER TO SEWER & STORM DRAiN PLANS Q ITEM OF WORK - SEE SCHEDULE EC END CURVE TC TOP OF CURB 0 STORM DRAiN MANHOLE - REFER TO SEWER & STORM DRAiN PLANS PiVC POINT OF INTERSECTION TP TOP OF PAVEMENT - O TAPER NUMBER SEE TABLE OF VERTICAL CURVE GB GRADE BREAK nj STORM DRAiN JUNCTION BOX - REFER TO SEWER & STORM DRAiN PLANS 0 P.O.C. POINT ON CURVE R/W RiGHT-OF-WAY cstr CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PIANS. PA PROPERTY LINE A.P. ANGLE PONT = SCALE: 1 50' C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. / -PIPE SIZE E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER 50' 25' O' 50' 100' 4'W UTILITY. QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. s SEWER - REFER TO SEWER & STORM DRAIN PLANS W -WATER D -DRAIN 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE 'A" A.C. OVER NOT USED 0 G -GAS iRR-IRRIGATION ® EXISTING SURVEY MONUMENT IS) SEWER MANHOLE - REFER SEWER & STORM DRAiN PLANS. S -SEWER + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAiN PLANS. SINGLE FAMILY RES,DENIIAL DRIVE APPROACH PER C.0.6. STD. DET. ON SHEET 7. 6 FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS �g + COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. PER C.0.6. STD. ON SHEET 7 . PERC. 1.35' AGGREGATE BASE OVER 0.70' COMPACTED O.G. TO BE C>- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. © A 30' WIDE COUNTY OF KERN PUBLIC HiGHWAY EASEMENT PER COMPACTED TO 95% RELATIVE DENSITY PER C.0.6. STD. ST -9. STD. ST -23 AND SPECIAL PROVISION 7-86-10. - - - - - - - - TRACT BOUNDARY VOLUME 29, PG. 104 OF THE MiNUTE BOOKS. (CO. RD. 719) -E�)- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. 11 PHASE BOUNDARY A CiTY OF BAKERSFIELD STREET RiGHT-OF-WAY PER DOC. NO. ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. C.0.6. STD. D-14, UNLESS NOTED OTHERWISECURB "M' EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - - CENTERLINE 12 13 FUTURE TYPE PER C.O.B.STD. DET. ST -2. FURNISH & INSTALL CHANNELIZERS AND SiGNS PER C.O.B. STD. DET: T-29. 0CiTY OF BAKERSFIELD STREET RiGHT-OF-WAY PER DOC. NO. 000217112424, O.R. EDGE OF PAVEMENT COORDINATE APPLICATION OF RELOCATION WITH CITY. iNTERCONNECT CONDUiT 8. INSTALL W-31(CA) SIGN WITH �d4-3 MARKER AT THE PHASE ( ) T'1 - _ e � _ - - � ' e - - - - CiTY/COUNTY BOUNDARY LINE 20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. NO. 000217112425, O.R. 25+00 26+00 27+00 29+00 418 416 414 412 410 408 406 404 402 400 398 00,``� F_ ? NOTES: twtte CONSTRUCTION NOTES: EASEMENT LEGEND 1. SEE SEWER AND STORM DRAiN PLANS FOR STORM DRAiN AND O CONSTRUCT TYPE 'B" CURB & GUTTER PER C.O.B. STD ST -1 0 30' WIDE PUBLIC HiGHWAY EASEMENT PER SALES MAP OF LANDS OF SEWER DETAILS. KERN COUNTY LAND CO. FILED MAY 2, 1894 O2 CONSTRUCT 4.5' (LOCAL STREETS)COMBINATiON SIDEWALK PER C.O.B. STD DET. ON SHEET 14. 2 LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 050' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) LOCAL STREET PAVEMENT SEC11ON TABLE ON SHEET 7. ALL A.C. FOR LOCAL STREETS STREETS TO BE TYPE 'B". ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 CASE 'A' 0 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER 3. ETCHART ROAD -PAVEMENT TO BE 0.30' TYPE 'A' A.C. OVER O CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PIANS. BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. = SCALE: 1 50' 0.80' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE 080' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER 50' 25' O' 50' 100' COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SEC11ON OR AS DIRECTED BY ENGINEER. BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE 'A" A.C. OVER NOT USED 0 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, 0.85' AGGREGATE BASE OVER 1.20' COMPACTED O.G. TO BE PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ®CONSTRUCT SINGLE FAMILY RES,DENIIAL DRIVE APPROACH PER C.0.6. STD. DET. ON SHEET 7. 6 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY 5. COFFEE ROAD -PAVEMENT TO BE 0.45' TYPE 'A" A.C. OVER �g PAiNT 12" LIMiT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. 1.35' AGGREGATE BASE OVER 0.70' COMPACTED O.G. TO BE PTH-02ALKYD. © A 30' WIDE COUNTY OF KERN PUBLIC HiGHWAY EASEMENT PER COMPACTED TO 95% RELATIVE DENSITY PER C.0.6. STD. ST -9. 10 EXISTING UTILITY POLE TO BE RELOCATED. VOLUME 29, PG. 104 OF THE MiNUTE BOOKS. (CO. RD. 719) 6. ALL CATCH BASINS TO BE TYPE 'A" WITH 3.5' OPENINGS PER 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTOR/ARTERIAL) A CiTY OF BAKERSFIELD STREET RiGHT-OF-WAY PER DOC. NO. C.0.6. STD. D-14, UNLESS NOTED OTHERWISECURB "M' 000216099245, O.R. 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. 12 13 FUTURE TYPE PER C.O.B.STD. DET. ST -2. FURNISH & INSTALL CHANNELIZERS AND SiGNS PER C.O.B. STD. DET: T-29. 0CiTY OF BAKERSFIELD STREET RiGHT-OF-WAY PER DOC. NO. 000217112424, O.R. COORDINATE APPLICATION OF RELOCATION WITH CITY. 8. INSTALL W-31(CA) SIGN WITH �d4-3 MARKER AT THE PHASE ( ) T'1 PROPOSED 30' iRRiGATION LINE PER SEPARATE PLAN. 20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. NO. 000217112425, O.R. BOUNDARY WITHIN THE TRACT iF ADJACENT PHASE iS NOT FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE 15 T-34. A CiTY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. Know below. SIGN WITH CONSTRUCTION OF ADJACENT PHASE. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73c WITH W-31(CA) SIGN AND 000217010446, O.R. what's C111 16 OM4-3 MARKERS iF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT CONSTRUCTEDPRIOR TO � CiTY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER before you dig. THE IMPROVEMENTS SHOWN HEREIN. DOC. NO. 217153620, O.R. 17 CONSTRUCT TEMPORARY STORM DRAIN INLET/CATCH BASIN FURNISH & INSTALL 18 STREET LIGHT 22000 LUMEN PER CITY OF BAKERSFIELD STANDARD , r .L twtte ARRA m 35' STORM DRAIN EASEMENT TO BE RECORDED WITH THE FINAL MAP EXIST. 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POVM 0BETED CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.DO' 31.42' 2D.00' 9D'00'00" C2 35.00' 27.13' 14.29' 4424'55 C3 42.00' 197.D6' 4287' 268'49'5D" 418 416 414 412 410 408 406 404 402 400 398 J R/W J J _j �` II II II II Li T__ Li OO L L 00 I'" Li O J J V t: LQ -I M to (n1 N N C31-F O M 0 37 Q o ±' 3 O >� a J O Q L I � I � I + O I c I 36"D T" rT'�';1��7��.Tf�./�"T aIIIIIIIIIIIi, I *. li �� N O w Uj of .31QN �I Q�30 �I 3M 283+�'�� �I 2G+`tva+ol�r'25 a+ol 24 �Mrnl�t�23 0l Q� o tot o Ki o > 3 { �+ r 15 �I war w+ 27 r w+ w+ w+r w+ N 3 122 o co 0 0 Cit►_ �JJIn Q �� Q �� Q of Q of ;Q �� QI �� QI �� QI �� QI �� QI >� N M QN p Q (n N I D Q N N I O Q N I D co OM° I W I III I 1_z Of 36 CO O + N' I M �I +35 N' nI 34 > M' N JJ � C tt_ Q oMo + O o 0 N N FLOWLINE POVC POINT ON VERTICAL CURVE >� rl >� 1 M M I `�' cn of of T t- dl of Q E Q °� 00 I J J 1 T" rT'�';1��7��.Tf�./�"T aIIIIIIIIIIIi, I *. li �� N O w Uj of .31QN �I Q�30 �I 3M 283+�'�� �I 2G+`tva+ol�r'25 a+ol 24 �Mrnl�t�23 0l Q� o tot o Ki o > 3 { �+ r 15 �I war w+ 27 r w+ w+ w+r w+ N 3 122 o co 0 0 Cit►_ �JJIn Q �� Q �� Q of Q of ;Q �� QI �� QI �� QI �� QI �� QI >� N M QN p Q (n N I D Q N N I O Q N I D JJ C..—. I W I III I a0 ~ r� M\ ci ti v�1i N D ~ NI p LQ- E- m Q N N I cn I OQ N D Q cn cn N m Q N D Q cn cn N p Q N pQ N N N JJ � C tt_ Q J J ci �, 2 1 + > N 0 N N FLOWLINE POVC POINT ON VERTICAL CURVE N\ M M W ao '" cn 1 M M I cn I cn I I I I I I I cn ao ao r I °� ON— I I I Y o co 00 ip I tr) tr) a- STA. 21+81.81, BC I I I I I I I to to cnl ao o Q STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL "B". PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT cODo ^ ( I I o I ( v co c`to I ( I 0 I V P.O.C. P/L POINT ON CURVE R/W RIGHT--OF-WAY PROPERTY LINE ANGLE POINT U, tii 000 000 m I I I m ++ M� ( to I O I Z I �- mm�+� I W I-- W -WATER D -DRAIN I I I I I 00 I ++ I ++ 00 ( cq t' PHASE I 1 I Q � �� QQ o '+-R 1 1 WcncnQ QQ ~~ cn ; i j CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PHASE 1 -- cq N C3 PER C.O.B. STD. ON SHEET 7 . I I CDP cncnmNN d i ( If �• }Lxj � I to FURNISH & INSTAL- STREET LIGHT-95DD LUMEN PER C.O.B. STD. _dn _i PHASE BOUNDARY a�N 10 i I 133 � M I R/"' ( f I to LO t (t i co j 1 i f 1 i � f CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLIFCTOR/ARTERIAL)® ( ( i ! STATIONING TABLE STA. 'A': (L INTERSECTION STA. 14+16.38 C.L. MOFFAT STREET CL = STA. 12+13.36 C.L. NEDERLAND WAY CL NEDERLAND WAY SEE SHEET 7 MOFFAT STREET STA. 10+00.00 C.L. TO 21+09.57 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VER11CAL 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 418 416 414 412 410 408 406 404 402 400 398 20+00 21+00 418 416 414 € 412 ( 410 408 406 404 402 400 I 398 22+00 I i 4 I I II 10+00 I LLJ = JLJ fJ ti O � LEGEND t? M m IL.Lj I LJ - i ++ Q 0 N N FLOWLINE POVC POINT ON VERTICAL CURVE I Lj.J "1111 *R1-1* - STOP "S5-2" - END SCHOOL ZONE - ONE WAY _ _ A - - - - SECTION DESIGNATION CL to SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND I I 2 ELEV QI " " " W14-1 - DEAD END R26(CA) - NO PARKING ANYTIME , ON— BEGIN CURB RETURN PI POINT OF INTERSECTION I co , 30' STORM DRAIN EASEMENT END CURB RETURN PRC POINT OF REVERSE CURVATURE �) TO BE RECORDED WITH THE STA. 21+81.81, BC F.L. FINAL MAP ____r 11 i 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 418 416 414 412 410 408 406 404 402 400 398 20+00 21+00 418 416 414 € 412 ( 410 408 406 404 402 400 I 398 22+00 I i 20+00 21+00 r 10+00 I I I LEGEND LEGEND (CONT. ABBREVIATIONS y�,! p� R1-1 dh FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: SECTION �ET1E FL FLOWLINE POVC POINT ON VERTICAL CURVE EASEMENT LEGEND` *R1-1* - STOP "S5-2" - END SCHOOL ZONE - ONE WAY _ _ A - - - - SECTION DESIGNATION CL CENTERLINE BVC BEGIN VERTICAL CURVE SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND "R6-1" R5-1 - DO NOT ENTER "W31(CA)" - END 2 ELEV ELEVATION EVC END VERTICAL CURVE " " " W14-1 - DEAD END R26(CA) - NO PARKING ANYTIME SHEET V4,M B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION " " "R3 -5R" - RIGHT TURN ONLY W14-2 - NO OUTLET "R81(CA)" SECnON IS SHOWN E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7" - KEEP RIGHT - BIKE LANE O CURVE NUMBER FOR CURVE DESCRIP11ON BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE EC END CURVE TC TOP OF CURB 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL "B". PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OO TAPER NUMBER -SEE TABLE OF VERTICAL CURVE GB GRADE BREAK 0 i V P.O.C. P/L POINT ON CURVE R/W RIGHT--OF-WAY PROPERTY LINE ANGLE POINT 50 WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER 3. E.P. A.P. EDGE OF PAVEMENT C/G CURB AND GUTTER CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. �— PIPE SIZE 4 W Q FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. S— I-- W -WATER D -DRAIN 4 Q 80' WADE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER 50' 25' O' 50' 100' ! ! ' �� O @ ( cq t' ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. S -SEWER + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. Q i j CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS -- FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. to PER C.O.B. STD. ON SHEET 7 . �- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. CDP d i ( If �• }Lxj � I to FURNISH & INSTAL- STREET LIGHT-95DD LUMEN PER C.O.B. STD. _dn _i PHASE BOUNDARY � 10 ST -23 AND SPECIAL PROVISION 7-86-1D UNLESS OTHERWISE NOTID. ( � M I I ( f I to LO t (t i co j 1 i f 1 i � f CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLIFCTOR/ARTERIAL)® ( ( i ! iw W i W 12OD216099245, FUTURE TYPE "M" CURB PER C.O.B.C.0.6. STD. DET. ST -2. O.R. J 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND.Q 13 FURNISH & INSTALL CHANNEUZERS AND SIGNS PER C.O.B. STD. DET. T-29. I j {> CDP 00 & , co tM II d 14 ( ® 20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. NO. DDO217112425, O.R. Know what's below. ! BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT ! FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & I y I I i T-34 L j C L j iLLj SIGN WITH CONSTRUCTION OF ADJACENT PHASE. I LLj I _j W! ( i { I ( 't I tt7 i O [U*, d' I i t A W I i { i W^ I -j Ki I ! ? y\ [ d i THE IMPROVEMENTS SHOWN HEREIN. % M O i i ' r� I { i j i JJ - ! , ! I i j s i I ! s ! i I , ' i I t 1 W W E W I apJW i I CDP t� ii W M ' ' ! I I1 ! °'r w O W { i \ZZ WWJ00 ti M Q Q J I W m p t0 I � w ( O M W d' m�+ ; ( } C 00 f j 00 + Q+ Od N J I !+ N O U) 1 + o I E j I € ( i i i I i i I I f f > J to L., 4J c� I i ( I 1 i I ( i i ji i I I ( APl�ROXIMATE € EXISTING f i ( I O O i N 0 O N I € I ,; N 1 M W { W W ! I I ! Z ' J 0 to ti M my M d' 00 _ M w a"P ( ( ; I 1 ( € I (C14 a + f 00 + + M t0 i ( w� m< Imo: � W<� ow (4 _j v W"`' '�' Q 0� to M I I I € I J6 L: I m t0 ti W ^ J J to W m���� rQ- t- — cn a v~i °Icn a C3 �v' Q APPRO { GRAN MATE 0C.L. STING { �c�4 �J d � zo Q �' 4.AD 1 `� (# i I ( --(--�- —+- — - ------- I - f ----- — - ! - - — — — — S=0.25% �+ �F alma �+ J i — APPROXIMATE NU I EXIS G --I I --I--� ( � ; — -- --I —I — ---' i I --}'---I----�--{ I i — o zo mcn w�' 6 S -- Q25% -- — -- -- —-(--�---I io ---- --- I } NDS mLJL I I i _ — — — v> o mN — I -- t'.Ltn c'{ z -- — — -- — —_L.iN— — -- ! { T-- I j S D.I5% — — { — - — — — S= D.�5%- I — — 1 — I i j -- D.25€ L=31.42' f � L=31.4 =D .69 00 pp O! *+i Ki �'i . ?- ij 3 I L=31.42' O) 00 pp Ki ri ri I I I i i $=D.45% f $=0.45% ' i I I I I i I I 1 I I I -D.25%, _ ! ( S=-1.21 i I!M I S=0.25% € I ( o ov v S= -O.257. f } I I I i S=25% ri 0! ►'i I I C> 4 (7! ►'i Ki S=- .25% I ( ( ( >>W I W ! I UIH _� Q ,.. € 1} J J W W W -t W J W (> W W W W W 1 W f W W W i t I 7 ( �- ? j k } i •I 1 3 ; i j, E , i ! -—-------' L- 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 418 416 414 412 410 408 406 404 402 400 398 20+00 21+00 418 416 414 € 412 ( 410 408 406 404 402 400 I 398 22+00 IDENTICAL POINTS 418 416 414 412 410 408 406 404 402 400 398 I 17+00 18+00 19+00 20+00 21+00 9+00 10+00 11+00 12+00 13+00 14+00 LEGEND: LEGEND LEGEND (CONT. ABBREVIATIONS y�,! p� R1-1 dh FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: SECTION �ET1E FL FLOWLINE POVC POINT ON VERTICAL CURVE EASEMENT LEGEND` *R1-1* - STOP "S5-2" - END SCHOOL ZONE - ONE WAY _ _ A - - - - SECTION DESIGNATION CL CENTERLINE BVC BEGIN VERTICAL CURVE SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND "R6-1" R5-1 - DO NOT ENTER "W31(CA)" - END 2 ELEV ELEVATION EVC END VERTICAL CURVE " " " W14-1 - DEAD END R26(CA) - NO PARKING ANYTIME SHEET V4,M B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION " " "R3 -5R" - RIGHT TURN ONLY W14-2 - NO OUTLET "R81(CA)" SECnON IS SHOWN E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7" - KEEP RIGHT - BIKE LANE O CURVE NUMBER FOR CURVE DESCRIP11ON BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE EC END CURVE TC TOP OF CURB 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL "B". PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OO TAPER NUMBER -SEE TABLE OF VERTICAL CURVE GB GRADE BREAK 0 STORM DRAIN JUNCTION BOX - REFER TO SEWER & STORM DRAIN PLANS V P.O.C. P/L POINT ON CURVE R/W RIGHT--OF-WAY PROPERTY LINE ANGLE POINT 50 WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER 3. E.P. A.P. EDGE OF PAVEMENT C/G CURB AND GUTTER CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. �— PIPE SIZE 4 W Q FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. S— I-- W -WATER D -DRAIN 4 Q 80' WADE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER 50' 25' O' 50' 100' ! G -GAS IRR -IRRIGATION @ EXISTING SURVEY MONUMENT ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. S -SEWER + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. Q 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS -- FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). PER C.O.B. STD. ON SHEET 7 . �- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 7. to i -41 o ( STD. ST -23 AND SPECIAL PROVISION 7-86-1D. — - - - - - - — TRACT BOUNDARY PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION to FURNISH & INSTAL- STREET LIGHT-95DD LUMEN PER C.O.B. STD. _dn _i PHASE BOUNDARY I 10 ST -23 AND SPECIAL PROVISION 7-86-1D UNLESS OTHERWISE NOTID. © I ( f I to LO t (t W Z co 6. •/ •/ EDGE OF PAVEMENT CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLIFCTOR/ARTERIAL)® CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO Ic INTERCONNECT CONDUIT C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 12OD216099245, FUTURE TYPE "M" CURB PER C.O.B.C.0.6. STD. DET. ST -2. O.R. 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND.Q 13 FURNISH & INSTALL CHANNEUZERS AND SIGNS PER C.O.B. STD. DET. T-29. CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. OOD217112424, O.R. CDP 00 & INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE ( ) 14 ( ® 20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. NO. DDO217112425, O.R. Know what's below. I BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT 15 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & ( Call i T-34 © CITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. N0. before you dig. SIGN WITH CONSTRUCTION OF ADJACENT PHASE. I ; I INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND ( i { I ( 't I tt7 i O [U*, d' I i t A i I i { i '� i I -j Ki I ! ? y\ [ d i THE IMPROVEMENTS SHOWN HEREIN. % M O i i ' r� I { i j i i ,, i - ! , ! I i j s i I ! s ! i I , ' i I t 1 W W E W ( I , W I CDP r ; i I m i tM i' - �I p i II w w I k(i Z �i W W W °'r w O W O i ( j ; € W ! ( I J I I ( I ( I d O }Z II - J W ! ! I I j j ( ! I } { { I ( ( EK 1 Q 00 ap 1 M W { W W ! I ! Z ' J 0 to ti M d' 00 _ M L+i ( ( I I I ( (C14 + f 00 + + M t0 i m to M I I I € ( J6 L: I m t0 ti W ^ J J to W m���� _ CC6 ti I i Q �' 4.AD 1 `� (# I ( ( 1 m v +I J { acaiQ�a �a i,iLJL ' '�' �+ �F alma �+ J i I APPROXIMATE NU I EXIS G --I I --I--� ( � ; — -- --I —I — ---' i I --}'---I----�--{ I — -- L- �a —r----- cn S -- Q25% i — — } cn wQ io �.ra- C NDS mLJL I I i _ — — — v> o mN — — -- t'.Ltn c'{ z -- -- -- — -- ---- ! I j S D.I5% — — { — - — — — — I i ` L=31.42' f I I $=D.45% f ( ( I I -D.25%, -31.4 S-1.28 S=-1.21 i I } I I S=25% ri 0! ►'i C> 4 (7! ►'i Ki S=- .25% ( { ! I ! I UIH _� Q ,.. (> W W W W W 1 W f W W W i t I 7 ( �- ? j k } i •I 1 3 ; i j, E IDENTICAL POINTS 418 416 414 412 410 408 406 404 402 400 398 15+00 16+00 17+00 18+00 19+00 20+00 21+00 9+00 10+00 11+00 12+00 13+00 14+00 LEGEND: LEGEND LEGEND (CONT. ABBREVIATIONS y�,! p� R1-1 dh FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: SECTION �ET1E FL FLOWLINE POVC POINT ON VERTICAL CURVE EASEMENT LEGEND` *R1-1* - STOP "S5-2" - END SCHOOL ZONE - ONE WAY _ _ A - - - - SECTION DESIGNATION CL CENTERLINE BVC BEGIN VERTICAL CURVE SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND "R6-1" R5-1 - DO NOT ENTER "W31(CA)" - END 2 ELEV ELEVATION EVC END VERTICAL CURVE " " " W14-1 - DEAD END R26(CA) - NO PARKING ANYTIME SHEET V4,M B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION " " "R3 -5R" - RIGHT TURN ONLY W14-2 - NO OUTLET "R81(CA)" SECnON IS SHOWN E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7" - KEEP RIGHT - BIKE LANE O CURVE NUMBER FOR CURVE DESCRIP11ON BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE EC END CURVE TC TOP OF CURB 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL "B". PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OO TAPER NUMBER -SEE TABLE OF VERTICAL CURVE GB GRADE BREAK 0 STORM DRAIN JUNCTION BOX - REFER TO SEWER & STORM DRAIN PLANS V P.O.C. P/L POINT ON CURVE R/W RIGHT--OF-WAY PROPERTY LINE ANGLE POINT 50 WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER 3. E.P. A.P. EDGE OF PAVEMENT C/G CURB AND GUTTER CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. �— PIPE SIZE 4 W Q FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. S— SEWER - REFER TO SEWER & STORM DRAIN PLANS W -WATER D -DRAIN 4 Q 80' WADE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER 50' 25' O' 50' 100' G -GAS IRR -IRRIGATION @ EXISTING SURVEY MONUMENT ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. S -SEWER + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. Q 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS -- FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). PER C.O.B. STD. ON SHEET 7 . �- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 7. 10, WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY STD. ST -23 AND SPECIAL PROVISION 7-86-1D. — - - - - - - — TRACT BOUNDARY PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION -8- FURNISH & INSTAL- STREET LIGHT-95DD LUMEN PER C.O.B. STD. - PHASE BOUNDARY 1.35' AGGREGATE BASE OVER D.70' COMPACTED O.G. TO BE COMPACTED TO 957. RELATIVE DENSITY PER C.O.B. STD. ST -9. 10 ST -23 AND SPECIAL PROVISION 7-86-1D UNLESS OTHERWISE NOTID. © A 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER V � 1Y 0 t4 Lv1 VOLUME 29, PG. 104 OF THE MINUTE BOOKS. (CO. RD. 719)'c--------l EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS ...... - CENTERLINE 6. •/ •/ EDGE OF PAVEMENT CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLIFCTOR/ARTERIAL)® CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO Ic INTERCONNECT CONDUIT C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. IDENTICAL POINTS 418 416 414 412 410 408 406 404 402 400 398 15+00 16+00 17+00 18+00 19+00 20+00 21+00 y�,! p� NOTES: CONSTRUCTION NOTES: EASEMENT LEGEND` s. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 Q 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF SEWER DETAILS. CONSTRUCT 4.5' (LOCAL STREETS)COMBINATION SIDEWALK PER C.O.B. STD DET. ON SHEET 14. KERN COUNTY LAND CO. FILED MAY 2, 1894 2. LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER® fl INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 50 WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) °` (4vii . 5 LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL "B". OF AC. FOI2 LOCAL STREETS STREETS TO BE TYPE V CONSTRUCT HANDICAP » A " RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 CASE Q 50 WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER " 3. ETCHART ROAD - PAVEMENT TO BE D.30' TYPE "A" A.C. OVER fl CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. �! 1.00tSCALE: 1 = 50' D.8D' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE 4 Q 80' WADE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER 50' 25' O' 50' 100' COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. fl SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER Q NOT USED Q 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, D.85' AGGREGATE BASE OVER 1.2D' COMPACTED O.G. TO BE PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. fl CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 7. 10, WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY 5. COFFEE ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 6 COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. 1.35' AGGREGATE BASE OVER D.70' COMPACTED O.G. TO BE COMPACTED TO 957. RELATIVE DENSITY PER C.O.B. STD. ST -9. 10 PTH-02ALKYD EXISTING UTILITY POLE TO BE RELOCATED. © A 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER V � 1Y 0 t4 Lv1 VOLUME 29, PG. 104 OF THE MINUTE BOOKS. (CO. RD. 719)'c--------l 6. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLIFCTOR/ARTERIAL)® CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 12OD216099245, FUTURE TYPE "M" CURB PER C.O.B.C.0.6. STD. DET. ST -2. O.R. 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND.Q 13 FURNISH & INSTALL CHANNEUZERS AND SIGNS PER C.O.B. STD. DET. T-29. CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. OOD217112424, O.R. COORDINATE APPLICATION OF RELOCATION WITH CITY. & INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE ( ) 14 PROPOSED 30" IRRIGATION LINE PER SEPARATE PLAN. ® 20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. NO. DDO217112425, O.R. Know what's below. BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT 15 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & Call CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE T-34 © CITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. N0. before you dig. SIGN WITH CONSTRUCTION OF ADJACENT PHASE. GOD21701D446, O.R. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND 16 OM4-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO A CITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER THE IMPROVEMENTS SHOWN HEREIN. DOC. NO. 217153620, O.R. TRACT BOUNDARY I CURVE 1 ■ in < 1 J CO 20.00' C3 20.00' Cn C) C) 1■<1 ■I x C)W W C; C) m cd, Fc, Ld Afer--, c+, CURVE TABLE CURVE RADIUS in < c+' < CO 20.00' 31.42' 20.00' STA. 9+27.76, F.L. CIA■Uj 35.00' CL cn cn r-- -.5; 1 1 Afer--, 268 49'50" n 01 : CN,,N, 1 O O .1 CURVE TABLE CURVE RADIUS LENGTH TANGENT L,j C1 20.00' 31.42' 20.00' STA. 9+27.76, F.L. C2 35.00' 27.13' < C) C3 1 ry 42.87' 268 49'50" FLOWLINE POVC POINT ON VERTICAL CURVE � I i SECTION DESIGNATION :3 ) CL ry ■ i , I i I ELEVATION EVC END VERTICAL CURVE =D � I ; � SHEET 1�; SECTION IS SHOWN B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION to CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.42' 20.00' 90,00,000 C2 35.00' 27.13' 14.29' 4424!55" C3 1 42.00' 197.06' 42.87' 268 49'50" IDENTICAL POINTS 418 416 414 412 410 408 406 404 402 400 398 9+00 418 416 PH-A/BE 'I I 10-mlIgn - 0, NEDERIAND WAY SEE SHEET 7 R/W NEDERLAND WAY SEE SHEET 7 LA JUNTA STREET STA. 10+00.00 C.L. TO 21+40.86 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL I 398 i I I { � j ( A 30, WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF I 9+00 10+00 ::D 11+00 12+00 13+00 � LEGEND: LEQEbjQ (CQNT.): LEGEND (CONT, ABBREVIATIONS R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: „R1-1» - STOP *S5-2" I FL FLOWLINE POVC POINT ON VERTICAL CURVE � I i SECTION DESIGNATION :3 ) CL CENTERLINE BVC BEGIN VERTICAL CURVE 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, i , I i I ELEVATION EVC END VERTICAL CURVE � � � I ; � SHEET 1�; SECTION IS SHOWN B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION to R3 -5R RIGHT TURN ONLY W14-2" NO OUTLET •R81 CA E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7" KEEP RIGHT BIKE LANE @ CURVE NUMBER FOR CURVE DESCRIPTION BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ITEM OF WORK SEE SCHEDULE EC PIVC END CURVE TC: TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS OF VERTICAL CURVE GB GRADE BREAK STORM DRAIN JUNCTION BOX - REFER TO SEWER & STORM DRAIN PLANS OO TAPER NUMBER SEE TABLE i POINT ON CURVE R/W RIGHT-OF-WAY CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5! OPENING PER PA PROPERTY LINE A.P. ANGLE POINT C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. PIPE SIZE EP. EDGE OF PAVEMENT C/G CURB AND GUTTER Go I C) FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. s— C) W -WATER D -DRAIN LO G -GAS IRR -IRRIGATION @ EXISTING SURVEY MONUMENT SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. tn Go C> FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. L6 CD'— Ld L6 C> + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. A77771\ PER C.O.B. STD. ON SHEET 7 . C>- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. C> TRACT BOUNDARY ED nt PHASE BOUNDARY ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. to C> 96 I at W 1// 1/1, EDGE OF PAVEMENT W Ic INTERCONNECT CONDUIT C> t >: LL! EzI -W >; LL) W W I I Lxj W W 04 I W W C4 9(0 W W W C14 (3) 0! LO LO OD �z C) Imp; —4 Lc) LJ W OD W C4 APPROXIMATE EXISTING Evi 04 q 1.2 < L6 LO C-5 gs at CN + 0) + C) C) I 1q >: t-3 LO -j- GRO JND 0 C.L. MATE EXISTING C3 CN q mrrn GROUZ" IL LA1,311111V C.L. C3 m g cn C3 -j 32 W j U3 13� W W :OMUNO)D' C3 c,2 ►cp W U- 1:6 LL: -F I r7l S=0.25% S= 0.25% C.L. cd cn a: L=31 42' L=31. 50. Ili p- cn cn a: in 14, cn GROU41) 0 C.L. in cn cj n LL: cn L S = 5 I — - — — D_SQURUR (IVA INF S=0.25% PROPOSED SOUTH FLOWLINEi C) C) C) j i i ! ! ) ; _PROPOSE ; i I ; = 1 L=3142 42 =3 i W W W 'a W < < W S=-0.176% j OD Cq AS2J PROPOSED NORTH FLOWLINE PROP OI NI ORTH FLOWLIN I'LOWLIN C, .d. C) -d- C) W La W W W W < < I -A at < W1 LAJ 7, C-911 414 412 410 408 406 404 402 400 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 15+00 16+00 NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND SEWER DETAILS. 2. LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL A.C. FOR LOCAL STREETS STREETS TO BE TYPE "B". 3. ETCHART ROAD - PAVEMENT TO BE 0.30' TYPE "A* A.C. OVER 0.80' AGGREGATE BASE OVER 0.50! COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER 0.8V AGGREGATE BASE OVER 1.26 COMPACTED O.G. TO BE COMPACTED TO 957* RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. COFFEE ROAD - PAVEMENT TO BE 0.45' TYPE "A" Ac. OVER 1.35' AGGREGATE BASE OVER 0.70' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 6. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. COORDINATE APPLICATION OF RELOCATION WITH CITY. & INSTALL W-31(CA) SIGN WITH OM4-3 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. 17+00 18+00 19+00 CONSTRUCTION NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 O CONSTRUCT 4.5' (LOCAL STREETS)COMBINATION SIDEWALK PER C.O.B. STD DET. ON SHEET 14. INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 CASE "A" CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. O NOT USED CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 7. OPAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. EXISTING UTILITY POLE TO BE RELOCATED. 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTOR/ARTERIAL) �9 FUTURE TYPE "M* CURB PER C.O.B. STD. DET. ST -2. 13 FURNISH & INSTALL CHANNELIZERS AND SIGNS PER C.O.B. STD. DET. T-29. 14 PROPOSED 30" IRRIGATION LINE PER SEPARATE PLAN. OFURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & 15 T-34. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND 16 OM4-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE IMPROVEMENTS SHOWN HEREIN. 398 i I I i I I I I ­ ! i A 30, WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF ry 9+00 10+00 ::D 11+00 12+00 13+00 14+00 LEGEND: LEQEbjQ (CQNT.): LEGEND (CONT, ABBREVIATIONS R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: „R1-1» - STOP *S5-2" SEC11ON 'A FL FLOWLINE POVC POINT ON VERTICAL CURVE - END SCHOOL ZONE R6-1 - ONE WAY SECTION DESIGNATION :3 ) CL CENTERLINE BVC BEGIN VERTICAL CURVE 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, *R5-1" - DO NOT ENTER *W31(CA)" - END 2 ELEV ELEVATION EVC END VERTICAL CURVE *W14-1" DEAD END :RN(C�)- - NO PARKING ANYTIME . SHEET 1�; SECTION IS SHOWN B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION R3 -5R RIGHT TURN ONLY W14-2" NO OUTLET •R81 CA E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7" KEEP RIGHT BIKE LANE @ CURVE NUMBER FOR CURVE DESCRIPTION BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ITEM OF WORK SEE SCHEDULE EC PIVC END CURVE TC: TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS OF VERTICAL CURVE GB GRADE BREAK STORM DRAIN JUNCTION BOX - REFER TO SEWER & STORM DRAIN PLANS OO TAPER NUMBER SEE TABLE i POINT ON CURVE R/W RIGHT-OF-WAY CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5! OPENING PER PA PROPERTY LINE A.P. ANGLE POINT C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. PIPE SIZE EP. EDGE OF PAVEMENT C/G CURB AND GUTTER 4"W UTILITY FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. s— SEWER - REFER TO SEWER & STORM DRAIN PLANS W -WATER D -DRAIN G -GAS IRR -IRRIGATION @ EXISTING SURVEY MONUMENT SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. tn Go C> FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. L6 CD'— Ld L6 C> + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. A77771\ PER C.O.B. STD. ON SHEET 7 . C>- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. C> TRACT BOUNDARY ED FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. PHASE BOUNDARY ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. to C> 96 I at W 1// 1/1, EDGE OF PAVEMENT W Ic INTERCONNECT CONDUIT C> t >: W EzI -W W W I I Lxj W W 04 I cc rl� C4 W W C14 (3) 0! LO LO OD m < tx �av~i + C*4 04 Imp; —4 Lc) LJ APPROXIMATE EXISTING Evi 04 q 1.2 < C-5 gs at I 1q cn GRO JND 0 C.L. mrrn GROUZ" IL LA1,311111V C.L. C3 m g cn C3 -j 32 W j U3 W U- 1:6 LL: -F S=0.25% S= 0.25% L=31 42' L=31. 50. Ili S = 5 D_SQURUR (IVA INF PROPOSED SOUTH FLOWLINEi C) C) C) j i i ! ! ) ; _PROPOSE ; i I ; I W W W 'a W < < W 15+00 16+00 NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND SEWER DETAILS. 2. LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL A.C. FOR LOCAL STREETS STREETS TO BE TYPE "B". 3. ETCHART ROAD - PAVEMENT TO BE 0.30' TYPE "A* A.C. OVER 0.80' AGGREGATE BASE OVER 0.50! COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER 0.8V AGGREGATE BASE OVER 1.26 COMPACTED O.G. TO BE COMPACTED TO 957* RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. COFFEE ROAD - PAVEMENT TO BE 0.45' TYPE "A" Ac. OVER 1.35' AGGREGATE BASE OVER 0.70' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 6. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. COORDINATE APPLICATION OF RELOCATION WITH CITY. & INSTALL W-31(CA) SIGN WITH OM4-3 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. 17+00 18+00 19+00 CONSTRUCTION NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 O CONSTRUCT 4.5' (LOCAL STREETS)COMBINATION SIDEWALK PER C.O.B. STD DET. ON SHEET 14. INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 CASE "A" CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. O NOT USED CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 7. OPAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. EXISTING UTILITY POLE TO BE RELOCATED. 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTOR/ARTERIAL) �9 FUTURE TYPE "M* CURB PER C.O.B. STD. DET. ST -2. 13 FURNISH & INSTALL CHANNELIZERS AND SIGNS PER C.O.B. STD. DET. T-29. 14 PROPOSED 30" IRRIGATION LINE PER SEPARATE PLAN. OFURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & 15 T-34. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND 16 OM4-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE IMPROVEMENTS SHOWN HEREIN. 398 i I I i I I I I ­ ! i A 30, WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF ry 9+00 10+00 ::D 11+00 12+00 13+00 14+00 LEGEND: LEQEbjQ (CQNT.): LEGEND (CONT, ABBREVIATIONS R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: „R1-1» - STOP *S5-2" SEC11ON 'A FL FLOWLINE POVC POINT ON VERTICAL CURVE - END SCHOOL ZONE R6-1 - ONE WAY SECTION DESIGNATION :3 ) CL CENTERLINE BVC BEGIN VERTICAL CURVE 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, *R5-1" - DO NOT ENTER *W31(CA)" - END 2 ELEV ELEVATION EVC END VERTICAL CURVE *W14-1" DEAD END :RN(C�)- - NO PARKING ANYTIME . SHEET 1�; SECTION IS SHOWN B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION R3 -5R RIGHT TURN ONLY W14-2" NO OUTLET •R81 CA E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7" KEEP RIGHT BIKE LANE @ CURVE NUMBER FOR CURVE DESCRIPTION BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ITEM OF WORK SEE SCHEDULE EC PIVC END CURVE TC: TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS OF VERTICAL CURVE GB GRADE BREAK STORM DRAIN JUNCTION BOX - REFER TO SEWER & STORM DRAIN PLANS OO TAPER NUMBER SEE TABLE P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5! OPENING PER PA PROPERTY LINE A.P. ANGLE POINT C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. PIPE SIZE EP. EDGE OF PAVEMENT C/G CURB AND GUTTER 4"W UTILITY FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. s— SEWER - REFER TO SEWER & STORM DRAIN PLANS W -WATER D -DRAIN G -GAS IRR -IRRIGATION @ EXISTING SURVEY MONUMENT SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. S -SEWER + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 18! BOTTOM WIDTH DRIVEWAY W/3' WINGS + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. A77771\ PER C.O.B. STD. ON SHEET 7 . C>- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. TRACT BOUNDARY ED FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. PHASE BOUNDARY ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - — - — - — CENTERLINE 1// 1/1, EDGE OF PAVEMENT Ic INTERCONNECT CONDUIT 15+00 16+00 NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND SEWER DETAILS. 2. LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL A.C. FOR LOCAL STREETS STREETS TO BE TYPE "B". 3. ETCHART ROAD - PAVEMENT TO BE 0.30' TYPE "A* A.C. OVER 0.80' AGGREGATE BASE OVER 0.50! COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER 0.8V AGGREGATE BASE OVER 1.26 COMPACTED O.G. TO BE COMPACTED TO 957* RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. COFFEE ROAD - PAVEMENT TO BE 0.45' TYPE "A" Ac. OVER 1.35' AGGREGATE BASE OVER 0.70' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 6. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. COORDINATE APPLICATION OF RELOCATION WITH CITY. & INSTALL W-31(CA) SIGN WITH OM4-3 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. 17+00 18+00 19+00 CONSTRUCTION NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 O CONSTRUCT 4.5' (LOCAL STREETS)COMBINATION SIDEWALK PER C.O.B. STD DET. ON SHEET 14. INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 CASE "A" CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. O NOT USED CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 7. OPAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. EXISTING UTILITY POLE TO BE RELOCATED. 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTOR/ARTERIAL) �9 FUTURE TYPE "M* CURB PER C.O.B. STD. DET. ST -2. 13 FURNISH & INSTALL CHANNELIZERS AND SIGNS PER C.O.B. STD. DET. T-29. 14 PROPOSED 30" IRRIGATION LINE PER SEPARATE PLAN. OFURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & 15 T-34. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND 16 OM4-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE IMPROVEMENTS SHOWN HEREIN. TRACT BOUNDARY 20+00 21+00 22+00 EASEMENT LEGEND A 30, WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF ry KERN COUNTY LAND CO. FILED MAY Z 1894 ::D A2 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER ::D BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) /,3\ 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER It A4 BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. 80' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). TRACT BOUNDARY 418 416 414 412 410 408 406 404 402 400 IDENTICAL 398 POINTS 1 418 416 414 412 410 408 406 404 402 400 398 1 SCALE: 1 50' ot 50' A6 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. A 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER V14 IT D 7\ VOLUME 29, PG. 104 OF THE MINUTE BOOKS. (CO. RD. A8 CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DO 5 1"o U tt 000216099245, O.R. A9 CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. 000217112424, O.R. A20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. NO. 000217112425, O.R. A CITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. 000217010446, O.R. A CITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER DOC. NO. 217153620, O.R. 100' Know what's below. Cal I before you dig. CITY RECORDS NO: L.Li ry n ::D 0 ::D 418 416 414 412 410 408 406 404 402 400 IDENTICAL 398 POINTS 1 418 416 414 412 410 408 406 404 402 400 398 1 SCALE: 1 50' ot 50' A6 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. A 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER V14 IT D 7\ VOLUME 29, PG. 104 OF THE MINUTE BOOKS. (CO. RD. A8 CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DO 5 1"o U tt 000216099245, O.R. A9 CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. 000217112424, O.R. A20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. NO. 000217112425, O.R. A CITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. 000217010446, O.R. A CITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER DOC. NO. 217153620, O.R. 100' Know what's below. Cal I before you dig. CITY RECORDS NO: NOR'MGI FN WAY A SEE SHEET 11 -P R/W HE 4 F - 15: wo 0 I -PHA/BE 3 1 1 �_g I 13b' CD W I= t= 1 `13 0 C1 I I I f!�;m I I 3b' C1 C1 C3 C1 I I --c C1 3 5 6 2 C1 _j _j _j 0 LZ 2 7 8 1 9 low 1 1 C1 v �-- ' N d (.3 LL: LL: 15 16 1 18 1 C14 00 0 17 19 j L -,j 14 1 20 21 - & 00 LL: _j d - r- TRACT BOUNDARY >- Oq 00 F, to co :Ad _j -00 > W? Iq < < U0 < Ln _j _j C) _j _j _j _j 11 "t 3: !e J * _j _j I? cli JI JI _q _jI _jI _j C3 -cc _jI _jI _qI ■ ■ W (3 u: 3:: 00 0) co 0) 04 L_ J _j W U5 Of 00 LL LL -qI L_ LL -qI LL L, C1 CIA L, C) Uj LI- I L�l LL ILI- to 0) c, C1 C1Z m LO LLJ + C) 00 0� < JrII MODM C14 NLj a 00 C-4 + + We c, CD 0) +- - .: C3 M M rl rl - + + Of to LO 0) m 0) >_ 0) 0, c. Z - " 04 04 0) _j fl: Z_n zn- a; 00 COc,0 = W! 0) a; F >_ C3� 0� W 10 V) cm .t� W 00 r, >_ 0� >_ C3� >_ - >_ * >_ Lr5 F= wo 6 >_ L6 0� >- + + LO LO L6 C� >- L6 6m L'i >_ m r1r3 C> < Z;i LO C> LO < U -i < LO < < + + m 0 C14 + + to < CV t- I C7LL: L0 < - < LO U -i < LO < g < 6 C63 < + co co W 00 LO < a5 C:) F C1 C1 r- ��: -t o) C) ��: �4 �!�5; 0 -�t r- - 3: + LLJ C, fid ��: - 00 :5- + + W jr+ 15 :LU:rL-j + Ld -f-- Ld + Ld Ld C4 04 + + < 3: w, I- =i._ + + L- c-, cl: U, Uj + + Ld U , +, I 0� I I W W ;+ LL V0: con) con ix . .1!�! cli 14 — �> �> (3� m, �> 4z Ld Ld C/) 5 �+�! J� 1 C14 L:ij- It!2 �_ Of Lr of F- F- W r ly re) Cjo in < iit 0 0 C/) wi < n Eys t� 0.0 n + + F-- < < < < < < < m cncn C-4 C-4 U) c4 �n_ U) 0 LUIJ-) C4 �) W- I (n U) R/W U) V) _�L Lf— (4 (n W C3, M N cq R/W C-9- F C_.). -- - I I I-__ q Un) 6 f �? - 0 LLJ A-- C1 A7 7771\ A7� A A771, 7777� A- Li> C2 C2 Li 81's _(D _cD U8 (TYP.) 81's _____8,,S -------------- 18-D C> (D 8"s rp.) 81's 05A I--_- C3 S S 70:7 STA. 9+27.76, F.L. S_ S ry -S89*11'29*E 165.00'- __1 =:) < - — - — - — - 3 1 - - — - — — - — - - — - — - — - 21-tOO — - — - — - STA. 22+61.94, F.L. ly 1 1 1 00 S89'11'29"E 1 1 F - C2 cli rl) -------- 36 C141 rl) / -.1 \ MID.) 11 /,(�>(Typ-) - 00 91 20 06 C2 ry +166______ 12�00 S89*11'29*E 496. 1.3fOO 'D ry , I - 18"D, 18 Q =D LJ 1-Y NLLL, NL I v % 4 4 _j A _j W __j 110 11 _j _j _jJ _j _j _j _j _j _j A LZ R/V Lt- _j LZ LZ U_ LI: L, Lz L, R/W LL U_ _j L, _j LZ 01 1 0 1 LL L, U_ U: LZ LL LL LL L, LL U_ 10, U -1 -1 - -1 - - - 1 1, C) a; a' Ir I W -,-.: _-r 3 C.0 Li -�j Fcy! O� 3 1 11 a;10� F-1 C� F, 0?1 ;5; 11� 1 ;5; 0� 0, 0, - Lo >- C5 1 >_ I.., r1i :4: J cn qc;) U-) < F-: 00 q: < ;�j r-, q� - c> < LO C.0 CD +1 PO < �i: 04 + < + + + + + + + _r W W +cq i�: + m F_- --J + + C> + C> + + + m C1 C1 �0 C/) co Uj rl- �_- ?2 IN r- + c' C1 �12 - ?� �2 cj - , & Uj Uj Uj —33 i, -,,,J. r C> Uj C1 c, �! I is C�, �2 6 30 + 29 + 6 25'd �41 24 '1 23 17 c; Lo F-: 3r) > c532 c�' 1 27'6' 26 Of 370f of cl 35> Of Of 0; LL_ < cl C1 C5 ww:z >- C3 >-60 >_ 1 0', 0�, i LO < C> 'd- >_ I CD >_ OR R _j - 6 L01 >_ 638 01 0 C1 , I R TRACT BOUNDARY 4 0:1: 39 36 ft� x Of ft� cy- Of L6 C1 CD n ,� cm I n,� 3<Loc,41 (3 U_ cy- <1 n _t�l n _t�l _t0 _t� C, n t� W n,�� < nt� -t� I n -t4j <1 _t4 C3 r.0 -W n * 04 04 < 04 " M + NT t 0 :3: 00 1 cI i!S U) I C*4 I - U) C, 6 4c -t4 ;� I - -�e F- U) iad + C4 U) (0 U), < t-- < LL: (nI I I cm�-- C:�F­ I C_�, I _j _j C4 C4 U) 4m c -AU) c_> < ODI -4 _j -1 _j J Jj cnL' (7)42 (3 LL: LL: !,e t2 L": j J 3: (3 LL: Ic LL C3 U: Ld LL: �t V) to 00 CO :z LLJ 0) 00 C -j IF -G) 0)++ W) CD00C, C,C, aAp;00cy- cl)gi -- 0 1 -iJ (n tj C-4 m CR01 'Ir m + + C1 0 Ac LLj to to W C6 1 1 1 1 w Coco W) c3 c -i 0 ■ 04 za C, en WL I C-4 t9 9 + + W < + + I I W I I I I I I cjo co U) + 1 tn Z fn m A G + + I 5±0-Q— Ad y 0 01 + W 4 +1 < c F13 , 1� �Q F r117 L mm++ ++ aas-nN6 I Wn + 71 + + !10 8, -L�j, I 2- W cl) .4" .4" W W cl ix OVERHEAD POWER LINE co cn cn -c, I 2bT�]_& 14 5< R f TO BE REMOVI I I � ED cdgi 22 4� ;-- I I I I I W < 9�<-q 9 9 _1 .1 310 i 1310 U; W cn _0►► ■a_ww CO 0 Cl_) W cl�,V? cl) 0 cn cn c� cn c) L R , /W R/W _PF'_1 'S F_ 2 0 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.42! 20.00' 90,00`00" C2 35.00' 27.13' 14.29' 44*24!55' C3 42.00' 199.55' 1 40.40' 1 27213'17' IDENTICAL POINTS 418 416 414 412 410 408 406 404 402 400 NEDERLAND WAY SEE SHEET 7 KOWA STREET STA. 10+00.00 C.L. TO 21+89.70 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 416 414 412 410 408 406 404 402 400 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 418 416 414 412 410 408 406 404 402 400 398 22+75 418 LEGEND (CONT.) LEGEND (CONT.): ABBREVIATIONS R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: *R1-1* � FL FLOWLINE POVC POINT ON VERTICAL CURVE - STOP *R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE T CL i � i � ELEV ELEVATION EVC END VERTICAL CURVE *R26(CA)* - NO PARKING ANYTIME :W14_1* - DEAD END SHEET WHERE SEC11ON IS SHOWN B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION 'R3 -5R - RIGHT TURN ONLY W14-2" - NO OUTLET *R81(CA)" E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE *R4-7* - KEEP RIGHT -BIKE LANE @ CURVE NUMBER FOR CURVE DESCRIPTION BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS I EC END CURVE TC TOP OF CURB � STORM DRAIN MANHOLE -REFER TO SEWER & STORM DRAIN PLANS PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT � TAPER NUMBER - SEE TABLE OF VERTICAL CURVE GB GRADE BREAK Q] STORM DRAIN JUNCTION BOX - REFER TO SEWER & STORM DRAIN PLANS � � I ( I E � � i I I I I ( —PIPE SIZE ( -W i � , i i j ' S— SEWER - REFER TO SEWER & STORM DRAIN PLANS W -WATER D -DRAIN G -GAS IRR -IRRIGATION @ EXISTING SURVEY MONUMENT SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. S -SEWER + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. ZE7777N PER C.O.B. STD. ON SHEET 7 . C:>- FURNISH & INSTALL STREET UGIT -5800 LUMEN PER C.O.B. 00 STD. ST -23 AND SPECIAL PROVISION 7-86-10. TRACT BOUNDARY EE) FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. t2 I -C4 ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. ...... EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS I Alt Ah EDGE OF PAVEMENT tn LO C1 00 to to -d" vi _T —1c Of C4 0 11 1 i rej c, qr Frj C1 W W Ld W Uj __j W , - >: I c; W W W W W 1 Uj C4 W Uj --c W ft W c, -,c > i _,;z I __j W to T I I 8 Uj co La CST cn AC _j �j _j U: __j W z W >; W LH _j U_ W W cn _j J f4li I CS Ld a W U_� --,- -&=I . �� �- V_ 0! cr W c6 J tn Lj W i q1t, L ,: FL i ,nn + I IN I !,, m W in U: APPROX ATE E)04TING I W m Ac to td re) + 13; C14 cio + W Ui to + C-4 co + W p '4C CO + C-4.. -T cb W M Z6 + + cio 04 I i + C1 + C1 I I < m W W cm Z5 rnm: __j cn + APPRO MATE EXI TING W + !tl L4 + LE) W ca me- (3 CD Li < U * ­� , c.:, W LLJ U: C4 z m C14 C14 r- LLJ a:: co C/) �N 0 C.L. < 0. W cc Uj in IMATE EXISTING SGL GROUNQ 9 C.L. n &n _a: (;I o. (n °"(N Ii. to GROUND C.L. I WRQ W ------------- - cd cn Lj C/) 7� t S =0.26% S= -10.25%I1 42' L-31 L__314 S= S=0.257* S=-0.25% S=-0.25% 4:� S=0.61% S 1 C1 C1 S=O. rej rej rej re) c. cl 25% S=-0.2571 .31.42' 1-3142'1 —77 P ROP OSED ISOIJTH FL )WLJNE j R-OPOSEDL /ppOP 4 0! s=-0.25% p ROPM INORTH FL6,WLINE LLJ WW Waw 1 C1 1 E a< I C '' I Osp-mm R nVA INFI z I _j _v I a ��{ j I I ' I 1 E L W Wm . :::, 01 Uj j >: >: W I i T_ __j W < < 7 L 416 414 412 410 408 406 404 402 400 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 418 416 414 412 410 408 406 404 402 400 398 22+75 418 398 ' 9+00 10+00 11+00 M11-111 13+00 14+00 15+00 LEGEND: LEGEND (CONT.) LEGEND (CONT.): ABBREVIATIONS R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: *R1-1* � FL FLOWLINE POVC POINT ON VERTICAL CURVE - STOP *R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE T CL i � i � ELEV ELEVATION EVC END VERTICAL CURVE *R26(CA)* - NO PARKING ANYTIME :W14_1* - DEAD END SHEET WHERE SEC11ON IS SHOWN B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION 'R3 -5R - RIGHT TURN ONLY W14-2" - NO OUTLET *R81(CA)" E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE *R4-7* - KEEP RIGHT -BIKE LANE @ CURVE NUMBER FOR CURVE DESCRIPTION BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS I EC END CURVE TC TOP OF CURB � STORM DRAIN MANHOLE -REFER TO SEWER & STORM DRAIN PLANS PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT � TAPER NUMBER - SEE TABLE OF VERTICAL CURVE GB GRADE BREAK Q] STORM DRAIN JUNCTION BOX - REFER TO SEWER & STORM DRAIN PLANS � � I ( I E � � i I I I I ( —PIPE SIZE ( -W i � , i i j ' S— SEWER - REFER TO SEWER & STORM DRAIN PLANS W -WATER D -DRAIN G -GAS IRR -IRRIGATION @ EXISTING SURVEY MONUMENT SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. S -SEWER + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. ZE7777N PER C.O.B. STD. ON SHEET 7 . C:>- FURNISH & INSTALL STREET UGIT -5800 LUMEN PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. TRACT BOUNDARY EE) FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. t2 I -C4 ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. ...... EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CENTERLINE Alt Ah EDGE OF PAVEMENT tn LO C1 00 to to -d" vi _T —1c Of di W Uj __j W 6 C51 Lq- >: 01 W --c W Uj --c W T I 8 Uj CST __j W z W >; W LH _j U_ W W cn _j J f4li I CS Ld a W U_� --,- -&=I . �� �- V_ 0! cr W c6 J tn Lj W i q1t, L ,: FL i ,nn + I W !4 -4- Ac W C1 W j APPROX ATE E)04TING I W m Ac to td re) + 13; C14 cio + 1 W p '4C CO + C-4.. -T cb 04 cio 04 0-1- + i I I < + W + !tl L4 + LE) W ca me- (3 CD Li < U * ­� , c.:, W LLJ U: C4 z m r- LLJ a:: co C/) GROUND 0 C.L. 0. W APPRO) (GROUND IMATE EXISTING SGL cd cn Lj C/) 7� t S =0.26% S= -10.25%I1 42' L-31 L__314 S= S=-0.25% S=0.61% S 1 C1 C1 S=O. rej rej rej re) c. cl 25% P ROP OSED ISOIJTH FL )WLJNE j R-OPOSEDL LLJ WW Waw 1 I 1 E a< I C '' I _v I a ��{ j I I ' I 1 E L I i 398 ' 9+00 10+00 11+00 M11-111 13+00 14+00 15+00 LEGEND: LEGEND (CONT.) LEGEND (CONT.): ABBREVIATIONS R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: *R1-1* SECTION LE FL FLOWLINE POVC POINT ON VERTICAL CURVE - STOP *R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE SECTION DESIGNATION CL CENTERLINE BVC BEGIN VERTICAL CURVE ? kc ­ A" *R5-1* - DO NOT ENTER *W31(CA)* 000216099245 O.R. ELEV ELEVATION EVC END VERTICAL CURVE *R26(CA)* - NO PARKING ANYTIME :W14_1* - DEAD END SHEET WHERE SEC11ON IS SHOWN B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION 'R3 -5R - RIGHT TURN ONLY W14-2" - NO OUTLET *R81(CA)" E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE *R4-7* - KEEP RIGHT -BIKE LANE @ CURVE NUMBER FOR CURVE DESCRIPTION BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ITEM OF WORK - SEE SCHEDULE EC END CURVE TC TOP OF CURB 0 STORM DRAIN MANHOLE -REFER TO SEWER & STORM DRAIN PLANS PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT TAPER NUMBER - SEE TABLE OF VERTICAL CURVE GB GRADE BREAK Q] STORM DRAIN JUNCTION BOX - REFER TO SEWER & STORM DRAIN PLANS P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY Istr CONSTRUCT TYPE "A* CATCH BASIN WITH 3.5' OPENING PER PA PROPERTY LINE A.P. ANGLE POINT C. O. . . D-14 UNLESS NOTED OTHERWISE . B STD —PIPE SIZE ( -W E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER , UTILITY. QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. S— SEWER - REFER TO SEWER & STORM DRAIN PLANS W -WATER D -DRAIN G -GAS IRR -IRRIGATION @ EXISTING SURVEY MONUMENT SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. S -SEWER + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. ZE7777N PER C.O.B. STD. ON SHEET 7 . C:>- FURNISH & INSTALL STREET UGIT -5800 LUMEN PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. TRACT BOUNDARY EE) FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. PHASE BOUNDARY ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. ...... EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CENTERLINE Alt Ah EDGE OF PAVEMENT —1c INTERCONNECT CONDUIT 16+00 17+00 NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND SEWER DETAILS. 2. LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL A.C. FOR LOCAL STREETS STREETS TO BE TYPE *B*. 3. ETCHART ROAD - PAVEMENT TO BE 0.30' TYPE 'A' A.C. OVER 0.80! AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER 0.85! AGGREGATE BASE OVER 1.20! COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. COFFEE ROAD - PAVEMENT TO BE 0.45' TYPE *A* A.C. OVER 1.35! AGGREGATE BASE OVER 0.70! COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 6. ALL CATCH BASINS TO BE TYPE *A* WITH 3.5! OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. COORDINATE APPLICATION OF RELOCATION WITH CITY. 8. INSTALL W-31(CA) SIGN WITH OM4-3 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. 18+00 19+00 20+00 CONSTRUCTION NOTES: CONSTRUCT TYPE 'B* CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCT 4.5' (LOCAL STREETS)COMBINATION SIDEWALK PER C.O.B. STD DET. ON SHEET 14. O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 CASE 'A' CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. O NOT USED CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 7. OPAINT 12- LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 10 EXISTING UTILITY POLE TO BE RELOCATED. 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTOR/ARTERIAL) 12 FUTURE TYPE *M" CURB PER C.O.B. STD. DET. ST -2- 13 FURNISH & INSTALL CHANNELJZERS AND SIGNS PER C.O.B. STD. DET. T-29. 14 PROPOSED 30" IRRIGATION LINE PER SEPARATE PLAN. OFURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & 15 T-34. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND 16 OM4-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE IMPROVEMENTS SHOWN HEREIN. 4 22+00 EASEMENT LEGEND A 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS Of KERN COUNTY LAND CO. FILED MAY Z 1894 A250* WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) r, 50' WIDE rm WK., Wma &ELECTRIC CO. ivvvr_n U114L Lmarmr_1141 PER BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. A 80' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. A5 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). A6 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. 416 414 412 410 408 IDENTICAL POINTS = 50' 50' 25' ot 50' 00, I A A 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER U VOLUME 29, PG. 104 OF THE MINUTE BOOKS. (CO. A8 CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER O�v P D ? kc ­ A" 000216099245 O.R. A9 CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER 000217112424, O.R. A 20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. NO. 000217112425, O.R. ®CITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. 000217010446, O.R. A CITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER DOC. NO. 217153620, O.R. • Know what's below. Call before you dig. �NIIIN 2 -- I - 1 - K*48 cn cn --- 1 -g"S-- 4 - --- - r----- -- --- ---- 2--st�--------A. ------N------ 4 I ----------- N40+00 I 11+00 12+00 13+00 N00'48'31"E0t7B.4@'-1 _ _ S+OOu 16+00-NOp^ -^'- N0048'1"E 213.36' - - - I--- - - --� _ -- --_ _�-�o 2 18-36"D-------NC14 N2 ' 4 000" 1� \cpp 3 I - - - '' I �� 4 4 4 1 I-- - - -- -- -- -- -- - -- - w I N ° R/W �- i W �� R f Wim- _ ( u " "__... _ - R/WM n be N ; R/W 1 18"D N 8"D � 0: 1 w F ' ( 1 po O 00 4m 3 po i p p N 00 3 O i o o M cmn I I I N 32 N N N 9 N 33 N 00 N 10 N 33 N I I O CA JJ JJ J J JJ -iJ i O ( o ' v� v� `�' vt� 1 �� �J cis ( v� v�111 , ' t __- N nn 00 �to thth __ to co cDCD tots mm r- �� ( I A l 0606 rr'nj• rr'nj• rn lD ( W tV N ^ ' W M rn I M 0000 Nr- 1 ++ Ztnto to O MM Z++ ++ I OI �-- O+T ++ NCq ++ J_ ++ Jto� TT 1 101 M M d T to to 31 ��� 10 32 -� _I 32 "~~ ul cn cn Cd in ccn W cn cn o_ cn cn �- 1- w cn cn o_ cn cn Cd cn in 1 1 i ( 1 I I ' ( cd cn cn I k R/W 1 1 ( R/W 5 RnN R/W SNOW ROAD MOFFAT STREET LA JUNTA STREET KOWA STREET SEE SHEET 3 SEE SHEET 4 SEE SHEET 5 SEE SHEET 6 NEDERLAND WAY STA. 10+00.00 C.L. TO 17+70.16 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 420 418 416 414 412 410 408 408 W Cn N 406 406 ?Io - 4.50' j 6' 404 404 R/W R/W LID TO BE 1/4" STEEL PL ' FASTENED TO CMP WITH 402 402 30' 30' RIVETS, SPOT WELD, Ipwg OR TACK WELD AT 1/8 3w' 5' 5' 20' 1 20' 5' 5' I I POINTS OR BETTER. I=0_ 400 400 403.45' � z z � OPENING 1yY NEW 10+25 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 , I �a 5.� PAVEMENT 3 4% MAX 3 4% MAX CURVE TABLE SNOW ROAD RADIUS LENGTH TANGENT DELTA MOFFAT STREET 20.00' 31.42' r- 90'00'00' N I i LA JUNTA STREET N 95% RELATIVE DENSITY j 4.5 KOWA STREET 1.1 W 0.85' SEE SHEET 3 z, f 412 20 SEE SHEET 4 N1 f R1-1 -� ( I i W LLI 01 I 0' ; I 0! C1 J � W { ( SEE SHEET 5 I I ! I J w f N1 { 51 C1 ! E J I !! W { SEE SHEET 6 j 0- I -� to o ! i �• ! i { W �4s1 I v I I ELEV { I I 34 ( 6 2. LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER I INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. W ! Raw BEGIN CURB RETURN PI POINT OF INTERSECTION R/W U � ! LL� R�"' CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 CASE "A" 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER I i! { co + a°° 5 m � + ( � � ' M > --z i i L LLiJ I M M j + j t ; � � 1 � a v ti {� > ! J i tn' + �'o m � > I -1 i 1 co i + { w W i � 't Uj .- I + I r 00 r i C1 I I { � j GROUND{ �� I I p i GROUND � C. a w V l 35 �� j IMATE ND C.L. 3 (n N lJ 1 j lJ l 38 �� 1 v U I I _+ N( J J POINT ON CURVE R/W RIGHT-OF-WAY PROPERTY UNE A.P. ANGLE POINT J 7 / Q ( J < c i -� 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). tQ- mN__ o 8 < ( J Q J c j Q U 3 W QJI L":". , S= h.299; I cj 0i (n - O- __ - .O p0 s = O � !Cn O i I O -1 Z -� Q� 00 1.35' AGGREGATE BASE OVER 0.70' COMPACTED O.G. TO BE 00 PTH-02ALKYD. O O O (� O ( $UI ( I f O N O `" •I O `4---- Sr0.25% + O "' !PROPOSE)EAST--'TPR)P N 6. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER I `$ WQ ZJ N ® p "' -L- O `�' + �T Qt'' _j not II G7 ( S=-0. 5% J J J J (n - J J ---I- j _I J 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. -- - J WEST FL INE CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. N0. - - J.J J J -- -I- J -- - J LU ' W O J FURNISH & INSTALL CHANNELIZERS AND SIGNS PER C.O.B. STD. DET. T-29. 000217112424, O.R. U ti U W U ti C3 ti PROPOSED �" IRRIGATION UNE PER SEPARATE PLAN. � U W ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. U U U ti U L� 8 INSTAL_ W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE U W Z X oQ W:z ' NE - - NN �'N 33MM I 1 I I ! 34 �� z+tn '� EDGE OF PAVEMENT o� co (0 Unto �� i 0)� A t0 tp JJ 0 (. I SIGN WITH CONSTRUCTION � ADJACENT PHASE. ++ ^� ++ Cn �� thth ++ 8 WCVCV ++ INTERCONNECT CONDUIT �� 16 INSTALL TYPE 111 BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND OM4-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT CONSTRUCTEDPRIOR TO N++ ++ 9 WOO Z++ MM 34 +^ ZV00 U01 ( �, THE IMPROVEMENTS SHOWN HEREIN. oo r 3 "D 18" �r 17 FURNISH & INSTALL TEMPORARY INLET STRUCTURE, DETAIL ON SHEET 7 WITH CONSTRUCTION OF 3 W a, �a `°`° r W rn I F� vOto p r i tr ( I �QQ ��� 1 8 Q f� �QQ OINSTALL 18 TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA)SIGN AT wry cn QaQ �� Q Q ��� c� �r z � QQ�QQ W`T`P cn QQQ Q,� ��� cn w rn +It OPI v000ii cV ( Ljinninn R/W ed I p cici R/W acid odcncn � Im - nnt" nncnn R/W ( acid mcncn 1 k�� _ + +i I __�-- - --�- - -- -- N -- -- - - -- - p N i + ;I C1 I (n F- (n (n a a I N I - p - 4 C1 4 0 4 2 -- I - 1 - K*48 cn cn --- 1 -g"S-- 4 - --- - r----- -- --- ---- 2--st�--------A. ------N------ 4 I ----------- N40+00 I 11+00 12+00 13+00 N00'48'31"E0t7B.4@'-1 _ _ S+OOu 16+00-NOp^ -^'- N0048'1"E 213.36' - - - I--- - - --� _ -- --_ _�-�o 2 18-36"D-------NC14 N2 ' 4 000" 1� \cpp 3 I - - - '' I �� 4 4 4 1 I-- - - -- -- -- -- -- - -- - w I N ° R/W �- i W �� R f Wim- _ ( u " "__... _ - R/WM n be N ; R/W 1 18"D N 8"D � 0: 1 w F ' ( 1 po O 00 4m 3 po i p p N 00 3 O i o o M cmn I I I N 32 N N N 9 N 33 N 00 N 10 N 33 N I I O CA JJ JJ J J JJ -iJ i O ( o ' v� v� `�' vt� 1 �� �J cis ( v� v�111 , ' t __- N nn 00 �to thth __ to co cDCD tots mm r- �� ( I A l 0606 rr'nj• rr'nj• rn lD ( W tV N ^ ' W M rn I M 0000 Nr- 1 ++ Ztnto to O MM Z++ ++ I OI �-- O+T ++ NCq ++ J_ ++ Jto� TT 1 101 M M d T to to 31 ��� 10 32 -� _I 32 "~~ ul cn cn Cd in ccn W cn cn o_ cn cn �- 1- w cn cn o_ cn cn Cd cn in 1 1 i ( 1 I I ' ( cd cn cn I k R/W 1 1 ( R/W 5 RnN R/W SNOW ROAD MOFFAT STREET LA JUNTA STREET KOWA STREET SEE SHEET 3 SEE SHEET 4 SEE SHEET 5 SEE SHEET 6 NEDERLAND WAY STA. 10+00.00 C.L. TO 17+70.16 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 420 418 416 414 412 410 408 408 W Cn N 406 406 ?Io - 4.50' j 6' 404 404 R/W R/W LID TO BE 1/4" STEEL PL ' FASTENED TO CMP WITH 402 402 30' 30' RIVETS, SPOT WELD, Ipwg OR TACK WELD AT 1/8 3w' 5' 5' 20' 1 20' 5' 5' I I POINTS OR BETTER. I=0_ 400 400 403.45' � z z � OPENING 1yY NEW 10+25 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 , I �a 5.� PAVEMENT 3 4% MAX 3 4% MAX CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.42' 20.00' 90'00'00' 420 { - 418 416 414 412 i 410 Ad ast Rffi' or ablm- 4.a' ICY sari?. emollient to omm"oddte 6f!',t . (d dvffi of 15% miL 2,ar max t r t* If 6. a° il%h SECTION '7- N00 t. Ad waftonx* and Haat shad caanfi M to j*1 iter matarbd shat ` t of AWMW str of Me mcbuns of the ° eal4w t that caga&m to the is of ft 'State of r t s St Gari*' hweear imam as A S�ctiaaa* Of OX&MV for t 'StoroWds Wrkatims. cwmt Oty c 'oW s0fo er. shy be sowcut at the ftb of re"d as *ted by the Aly 2 A axprerrt Street Pamlt ksmd by the City of E'aaoser. the sectim b6V rwmw sW be a of 50'h O*Mfav Pak Works 04mriamt owt eaxrompony levm and is ONO Wffi Pkt or ' a# watt ty lis the City *1--of-OV. t A7 Smamo sed to ftad t I shop be caastmdod true to card iwomWts ted by the City thOW. am sei 5m and convoctod to 9th of dry TO Seetm as bov mbav nary be paw opmt "Ov pownimt, catty as ditawAW by ASMI 0-1557 to a depth of if in good covauff ami of the CRY &" beer top of E be t a MhUMM` #. L}warxste for 0m Wromb shas� carr%»? to the of 2.t7' hm the of coo or as t ftatc#r is of the $10WOW lays far mkaar arxaforrra to the sof sr- T1 req0mmto (mtx cwwt content 30,61ev )d). fl. orad 90hr ori body of Womb " be pmvd Ganaxete shall contras aro odftm wAm pd x twty not moneffitokly WOOKI is abto d ftm the tray Enghteer '5 Faber &m shall he on the side placed f2. N rata CaraSfrlsctirAn sired treat ba st or next to ft oeracrtte arwf sha# not be less than 15` J' 00 at%rFmm oW shad 13 Edge of be a mea. of 25' acf' t kat be wetted amrrmosly pritrr to pbmffif of cowwe. 14. mb if ka g000f emolift my to wwW and famimW 6 wad #beta (Imb ally) to to consbixtbo of new msklmtid dim rt a a of i th# e Snrata+d as samto e of tti Oe cmaxete &W be kept mahet aaaati the c t atg mxampowd is WWtet' T. Eveaska Johns be caastmcted at both m* of qpvmb. lll*ened fkn ,profs 211' ft shad be pkkW, of dater of qWvoch and at 10..0 \ mawon h7lervats and as oxrdted by the City Enpw }IN #°} 4 U' moa ¢5 tfp 9. >�L{CI `-, STANDARD SINGLE FAMILY RESIDENTIAL DRIVE APPROACH MT.sl CITY OF L,1 {� ST -7 M,• Doom MOM WOWS ampirrimmT 420 418 416 414 412 410 408 406 404 402 400 COMBINATION i A.C. D j PHASE 1 i I i iLL LL w I i i 0.20' E I w 95% RELATIVE DENSITY j 4.5 15 1.1 W 0.85' j z, f 412 20 LOCAL STREET N1 f R1-1 -� ( I i W LLI 01 I 0' ; I 0! C1 J � W { ( I a d C � t t+•t I I ! I J w f N1 { 51 C1 ! E J I !! W { I E I j 0- I -� to o ! i �• ! i { W 1 { I E J I w ELEV { I I {C1 - DO NOT ENTER 'W31(CA)' " " W14-1 - DEAD END R26(CA) - NO PARKING ANYTIME „ 6 2. LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. C ! !� BEGIN CURB RETURN PI POINT OF INTERSECTION i � ! - ! Imo- CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 CASE "A" 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER E.C.R. { co + a°° w s W' n 06- 00 O+ m � + ( � � ' M > --z i i L LLiJ I M M j + j t ; � � 1 � a v ti {� > ! J i tn' + �'o m � > I -1 i 1 co i + { p i 3 { , �' ! y ', > I � � Q i � 't Uj .- I + I r 00 r 1 I ( { � j GROUND{ � C.L. Z poi i GROUND � C. a w 1 TAPER NUMBER - SEE TABLE O ci IMATE ND C.L. Oto m + M I j i � �- I l �' j � ( i { n,rn r j I POINT ON CURVE R/W RIGHT-OF-WAY PROPERTY UNE A.P. ANGLE POINT m_ + m i f O7 c i - 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). tQ- mN__ t wN_ l _ NQ__min _a.. �- PIPE SIZE 4"W UTILITY. T c j CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 7. v ta_ wN_�I 1 w T ' - S= h.299; I cj 0i (n - s SEWER - REFER TO SEWER & STORM DRAIN PLANS W -WATER D -DRAIN 5. COFFEE ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER s , 6 � !Cn a ;- ' i I { f G -GAS IRR -IRRIGATION S -SEWER 1.35' AGGREGATE BASE OVER 0.70' COMPACTED O.G. TO BE PTH-02ALKYD. a ' i I ( S _ a ® f { 10 EXISTING UTILITY POLE TO BE RELOCATED. I Sr0.25% + NE !PROPOSE)EAST--'TPR)P r-0.25% OWUNE 6. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER S=0.25%j CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COUFCTOR/ARTERIAL) ® I TFL j PER C.O.B. STD. ON SHEET 7 . -PROPOSED S=-0. 5% ! IOSED 000216099245, O.R. �- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. j j 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. { �ROPOSED WEST FL INE CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. N0. STD. ST -23 AND SPECIAL PROVISION 7-86-10. - - - - - - - - TRACT BOUNDARY COORDINATE APPLICATION OF RELOCATION WITH CITY. 13 FURNISH & INSTALL CHANNELIZERS AND SIGNS PER C.O.B. STD. DET. T-29. 000217112424, O.R. -ED FURNISH & INSTAL_ STREET LIGHT -9500 LUMEN PER C.O.B. STD. PHASE BOUNDARY 14 PROPOSED �" IRRIGATION UNE PER SEPARATE PLAN. � OF 20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. 8 INSTAL_ W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE P POSED ST FLO NE - - _ CENTERLINE BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT I I ! '/ '� EDGE OF PAVEMENT I i T-34. A CITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. SIGN WITH CONSTRUCTION � ADJACENT PHASE. 000217010446, O.R. IC INTERCONNECT CONDUIT 16 INSTALL TYPE 111 BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND OM4-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT CONSTRUCTEDPRIOR TO Q CITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER 420 { - 418 416 414 412 i 410 Ad ast Rffi' or ablm- 4.a' ICY sari?. emollient to omm"oddte 6f!',t . (d dvffi of 15% miL 2,ar max t r t* If 6. a° il%h SECTION '7- N00 t. Ad waftonx* and Haat shad caanfi M to j*1 iter matarbd shat ` t of AWMW str of Me mcbuns of the ° eal4w t that caga&m to the is of ft 'State of r t s St Gari*' hweear imam as A S�ctiaaa* Of OX&MV for t 'StoroWds Wrkatims. cwmt Oty c 'oW s0fo er. shy be sowcut at the ftb of re"d as *ted by the Aly 2 A axprerrt Street Pamlt ksmd by the City of E'aaoser. the sectim b6V rwmw sW be a of 50'h O*Mfav Pak Works 04mriamt owt eaxrompony levm and is ONO Wffi Pkt or ' a# watt ty lis the City *1--of-OV. t A7 Smamo sed to ftad t I shop be caastmdod true to card iwomWts ted by the City thOW. am sei 5m and convoctod to 9th of dry TO Seetm as bov mbav nary be paw opmt "Ov pownimt, catty as ditawAW by ASMI 0-1557 to a depth of if in good covauff ami of the CRY &" beer top of E be t a MhUMM` #. L}warxste for 0m Wromb shas� carr%»? to the of 2.t7' hm the of coo or as t ftatc#r is of the $10WOW lays far mkaar arxaforrra to the sof sr- T1 req0mmto (mtx cwwt content 30,61ev )d). fl. orad 90hr ori body of Womb " be pmvd Ganaxete shall contras aro odftm wAm pd x twty not moneffitokly WOOKI is abto d ftm the tray Enghteer '5 Faber &m shall he on the side placed f2. N rata CaraSfrlsctirAn sired treat ba st or next to ft oeracrtte arwf sha# not be less than 15` J' 00 at%rFmm oW shad 13 Edge of be a mea. of 25' acf' t kat be wetted amrrmosly pritrr to pbmffif of cowwe. 14. mb if ka g000f emolift my to wwW and famimW 6 wad #beta (Imb ally) to to consbixtbo of new msklmtid dim rt a a of i th# e Snrata+d as samto e of tti Oe cmaxete &W be kept mahet aaaati the c t atg mxampowd is WWtet' T. Eveaska Johns be caastmcted at both m* of qpvmb. lll*ened fkn ,profs 211' ft shad be pkkW, of dater of qWvoch and at 10..0 \ mawon h7lervats and as oxrdted by the City Enpw }IN #°} 4 U' moa ¢5 tfp 9. >�L{CI `-, STANDARD SINGLE FAMILY RESIDENTIAL DRIVE APPROACH MT.sl CITY OF L,1 {� ST -7 M,• Doom MOM WOWS ampirrimmT 420 418 416 414 412 410 408 406 404 402 400 COMBINATION i A.C. D j PHASE 1 i I I iLL 414 SIDEWALK 0.50' COMPACTED O.G. TO FOR PAVEMENTCn SECTION BY PHASE PROPOSED TYPE "B" 42"0 f- , 0.20' PROPOSED TYPE "B" 95% RELATIVE DENSITY CURB & GUTTER 4.5 15 CURB & GUTTER 0.85' j z, f 412 20 0.20' LOCAL STREET N1 f R1-1 -� i a ` I 410 f a1 { f a ' ( - END SCHOOL ZONE *R6-1* _ ONE WAY "R5-1" - END _ _ SECTION DESIGNATION �R DETAILS. O { { KERN COUNTY LAND CO. FILED MAY 2 1894 ELEV BVC ELEVATION EVC END VERTICAL CURVE - DO NOT ENTER 'W31(CA)' " " W14-1 - DEAD END R26(CA) - NO PARKING ANYTIME „ SHEET WHERE 2 2. LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 0 50' WIDE PACIFIC GAS &ELECTRIC CO. TOWER UNE EASEMENT PER BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION I ! LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL A.C. FOR LOCAL STREETS STREETS TO BE TYPE "B". ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 CASE "A" 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER E.C.R. { -- ' w s W' n 06- 00 O+ > i J co + > --z i i L LLiJ I M M j + j t ; { -r I R y: w I Z BC 1 > ! J i tn' + I > I -1 i 1 co i + { p i 3 { , �' ! y ', > jff ! 1 f i � 't Uj .- I + i I I ! i ® iM ' 0.80' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ® SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION O.2 AS DIRECTED BY ENGINEER. Z poi ! a w 1 TAPER NUMBER - SEE TABLE O ci IMATE ND C.L. Oto m + M I j i � �- I l �' j � ( i { n,rn r j I POINT ON CURVE R/W RIGHT-OF-WAY PROPERTY UNE A.P. ANGLE POINT m_ + m i f O7 c i - 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). tQ- mN__ t wN_ l _ NQ__min _a.. �- PIPE SIZE 4"W UTILITY. T c j CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 7. v ta_ wN_�I 1 w T ' - - I_ - - -- I cj 0i (n - s SEWER - REFER TO SEWER & STORM DRAIN PLANS W -WATER D -DRAIN 5. COFFEE ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER s , 6 COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. !Cn a ;- ' i I { f G -GAS IRR -IRRIGATION S -SEWER 1.35' AGGREGATE BASE OVER 0.70' COMPACTED O.G. TO BE PTH-02ALKYD. ® - ( S _ a ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 10 EXISTING UTILITY POLE TO BE RELOCATED. I Sr0.25% + NE !PROPOSE)EAST--'TPR)P r-0.25% OWUNE 6. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COUFCTOR/ARTERIAL) ® I TFL j PER C.O.B. STD. ON SHEET 7 . -PROPOSED EAST FOWUNE FUTURE TYPE "M" CURB PER C.O.B. STD. DET. ST -2 ! IOSED 000216099245, O.R. �- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. j j 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. ® CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. N0. STD. ST -23 AND SPECIAL PROVISION 7-86-10. - - - - - - - - TRACT BOUNDARY COORDINATE APPLICATION OF RELOCATION WITH CITY. 13 FURNISH & INSTALL CHANNELIZERS AND SIGNS PER C.O.B. STD. DET. T-29. 000217112424, O.R. -ED FURNISH & INSTAL_ STREET LIGHT -9500 LUMEN PER C.O.B. STD. PHASE BOUNDARY 14 PROPOSED �" IRRIGATION UNE PER SEPARATE PLAN. � 420EXIST. 20% 1.5% MIN 1.5% MIN 2.0% GROUND 418 - r- -� ' PROVIDE 2 - 8"x16" OPENINGS ON w ( OPPOSITE SIDES FACING NORTH AND W SOUTH WITH 1/2" DIAMETER BARS 416 *A.C. PAVING U SPACED NOT MORE THAN 2" O.C. PROPOSED 36" RCP PIPE 1408 GROUT LOCAL STREET PAVEMENT SECTIONS VARIES PHASES COMBINATION "R" A.C. D S.G. PHASE 1 *AGG. BASE *SEE TABLE BELOWCOMBINATION SIDEWALK 0� 414 SIDEWALK 0.50' COMPACTED O.G. TO FOR PAVEMENTCn SECTION BY PHASE PROPOSED TYPE "B" 42"0 f- , 0.20' PROPOSED TYPE "B" 95% RELATIVE DENSITY CURB & GUTTER 4.5 15 CURB & GUTTER 0.85' 0.50' z, f 412 20 0.20' LOCAL STREET (40 R1-1 -� FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP "S5-2" SECTION A TYPICAL SECTION A O1 410 f A 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF SCALE: 1" = 10' (HORIZ)7 ' ( PROPOSED 36" RCP PIPE 1408 GROUT LOCAL STREET PAVEMENT SECTIONS VARIES PHASES T.I. "R" A.C. A.B. S.G. PHASE 1 4.5 42 0.20' 0.50' 0.50' PHASE 2 TO 5 4.5 25 0.20' 0.70' 0.50' PHASE 6 TO 7 4.5 15 0.20' 0.85' 0.50' PHASE 8 TO 10 4.5 20 0.20' 0.75' 0.50' P.C.C. BASE 4.5 TEMPORARY INLET STRUCTURE T tm(T :i_ oWIL`! .. r:.a.. 0 R `rvv Ir��. ,„,.. . � :._,.. t e �..».,++a..-a•nv=..- x-r.� SCALE: 1-=3° 10+25 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 LEGEND: LEGEND (CONT.) LEGEND (CONT. NOTES: CONSTRUCTION NOTES: EASEMENT LEGEND ABBREVIATIONS R1-1 -� FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP "S5-2" SECTION A 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 A 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF FL CL FLOWLINE POVC POINT ON VERTICAL CURVE CENTERLINE BEGIN VERTICAL CURVE - END SCHOOL ZONE *R6-1* _ ONE WAY "R5-1" - END _ _ SECTION DESIGNATION �R DETAILS. C2 CONSTRUCT 45' (LOCAL STREETS)COMBINATION SIDEWALK PER C.O.B. STD DET. ON SHEET 14. KERN COUNTY LAND CO. FILED MAY 2 1894 ELEV BVC ELEVATION EVC END VERTICAL CURVE - DO NOT ENTER 'W31(CA)' " " W14-1 - DEAD END R26(CA) - NO PARKING ANYTIME „ SHEET WHERE 2 2. LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 0 50' WIDE PACIFIC GAS &ELECTRIC CO. TOWER UNE EASEMENT PER BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION "R3 -5R" - RIGHT TUM ONLY W14-2 - NO OUTLET "R4-7" "R81(CA)" - BIKE LANE SEC71(Mt IS SHOWN a CURVE NUMBER FOR CURVE DESCRIPTION LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL A.C. FOR LOCAL STREETS STREETS TO BE TYPE "B". ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 CASE "A" 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE - KEEP RIGHT 0 BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE ----D- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS � ITEM OF WORK -SEE SCHEDULE " " 3. ETCHART ROAD -PAVEMENT TO BE 0.30' TYPE A A.C. OVER O5 COIdSTRUCT 6 BLOCK WALL PER WALL CONSTRUC11OId PLANS. BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. EC PIVC END CURVE TC TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 0.80' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ® SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION O.2 AS DIRECTED BY ENGINEER. ® 80' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. 1 TAPER NUMBER - SEE TABLE O OF VERTICAL CURVE GB GRADE BREAK 121STORM DRAIN JUNCTION BOX - REFER TO SEWER & STORM DRAIN PLANS P.O.C. PA POINT ON CURVE R/W RIGHT-OF-WAY PROPERTY UNE A.P. ANGLE POINT " " , CONSTRUCT TYPE A CATCH BASIN WITH 3.5 ENING PER 4 SNOW ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER 0.85' AGGREGATE BASE OVER 1.20' COMPACTED O.G. TO BE O7 NOT USED © 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). E.P. EDGE � PAVEMENT C/G CURB AND GUTTER C.O.B. STD. D-14, UNLESS NOT® OTHERWISE. �- PIPE SIZE 4"W UTILITY. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ® CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 7. 0 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. s SEWER - REFER TO SEWER & STORM DRAIN PLANS W -WATER D -DRAIN 5. COFFEE ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER O PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 6 COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. EXISTING SURVEY MONUMENT ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. G -GAS IRR -IRRIGATION S -SEWER 1.35' AGGREGATE BASE OVER 0.70' COMPACTED O.G. TO BE PTH-02ALKYD. ® A 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 10 EXISTING UTILITY POLE TO BE RELOCATED. VOLUME 29, PG. 104 OF THE MINUTE BOOKS. (CO. RD. 719) + CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 6. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COUFCTOR/ARTERIAL) ® CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. -�-- FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. PER C.O.B. STD. ON SHEET 7 . C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 12 FUTURE TYPE "M" CURB PER C.O.B. STD. DET. ST -2 000216099245, O.R. �- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. ® CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. N0. STD. ST -23 AND SPECIAL PROVISION 7-86-10. - - - - - - - - TRACT BOUNDARY COORDINATE APPLICATION OF RELOCATION WITH CITY. 13 FURNISH & INSTALL CHANNELIZERS AND SIGNS PER C.O.B. STD. DET. T-29. 000217112424, O.R. -ED FURNISH & INSTAL_ STREET LIGHT -9500 LUMEN PER C.O.B. STD. PHASE BOUNDARY 14 PROPOSED �" IRRIGATION UNE PER SEPARATE PLAN. � OF 20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. 8 INSTAL_ W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE N0. 000217TY O.R. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - _ CENTERLINE BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT FURNISH & INSTAL. INTERCONNECT CONDUIT & PUL_ BOXES PER C.O.B. STD. RET. T-33 & , '/ '� EDGE OF PAVEMENT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE 15 T-34. A CITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. SIGN WITH CONSTRUCTION � ADJACENT PHASE. 000217010446, O.R. IC INTERCONNECT CONDUIT 16 INSTALL TYPE 111 BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND OM4-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT CONSTRUCTEDPRIOR TO Q CITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER THE IMPROVEMENTS SHOWN HEREIN. DOC. NO. 217153620, O.R. 17 FURNISH & INSTALL TEMPORARY INLET STRUCTURE, DETAIL ON SHEET 7 WITH CONSTRUCTION OF PHASE 2 & REMOVE WITH PHASE 3 CONSTRUCTION. OINSTALL 18 TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA)SIGN AT PHASE/TRACT BOUNDARY. REMOVE & SALVAGE WITH THE CONSTRUCTION OF ADJACENT PHASE T tm(T :i_ oWIL`! .. r:.a.. 0 R AW N G Ir��. ,„,.. . � :._,.. t e �..».,++a..-a•nv=..- x-r.� SCALE: 1 " = 50' 50' 25' O' 50' 100' Know whafs below. Call before you dig. I rn o f I I I I I I I I I o 15 j 1 tt o J I I I I I I I TRACT BOUNDARY ; 1� 2cs N ' 3 4 5 ' 6 ' 7 ' 8 ' 9 ' 10 ' 11 ' 12 N ' -� 5 I 1 J g 13 ' 14 ' 15 ' 16 ' 17 ' 18 ' 19 ' CN Q _J J Q CO Q) cC V lt_ ! _I _j i .J ! J ! J ! .J i J i .J i J i .J i .J V 3b' c. U v J J .J ! .J i .J ! J ! J i ,J J! ,� ! Q U W W Uw � ao N I U:.�I U- JI I I I I I JI I J �OD I I I .�I I I Iw N N Li ,J LL ,J LL ,J LL ,J V- J LL Li ,_j Li LL ,J Li ,_j Li ,J LL LL ,J U: -� C> co >_+ + ++ oo ��I� -' I - I -�, I _ i, I _i, I _ i, I _�I - �, I -� I - �?a� 1 I I lwcor� m� I I I I I I Ima�d ■ Ot` o—� �" Kiwi rn rn - rn - a' - - rn - rn - - rn - rn - rn o 1 N++ Mrn rn - rn - rn - rn _ rn - rn - C' - riKi t�A N U t1') t1') >- >- �- rn r • n r Ln 'm r rn r rn r rn r to rn r to N N I I W .- .- O >- >- >- �- >- >- >- tf) Qtn Q Q+ Q+ o� Q+ to Q+ O Q+ Co Q+ Q+ Q+ t0 t0 F- a....I+ tf) Q+ O a+ to a+ 3: I� a+ N a 1 ¢ + + Q Q � Q Q O+ O+) ! ! N ! Ln ! r7 ! co ! d ! n ! Ln ! + � I a I + $ � r7 �) w c0 �j) w � o) _) W � � W OI o00 < + + O O) to O) W c0 N rn t['> Orn U p� tri pi to to rn Www H Q F- F- r �i r O to O O O tf) O U. �?i tf) '> '> ¢ + + rnrn N �± + � + >� + �� + � + >� + �� + �� + >� I -"' I ZI¢_I¢_ WL� Woo Wrn rn oN ¢QI� �I �I o �I �I �I o �I o �I �I �I o ;a ,� ao ao rn rn o 0 ¢¢ cS Q C3¢¢ y ch 3 cncn�•-moo �I Q �I Q TI o �I o �I o NI 1� o NI d¢ ■-F-r- �� • �i't-, IQ aQ I aQ I oQ I aQ I aQ I oQ I oQ I oQ I oQ I oQ ~C6 cn I- i o.� a I ¢ , a , a , a I a I ¢ 1 .f -I- ■ i�� N -- cn `Q~" cn `Q~" R W cn cn cn N cn N cn N cn N "' N `n I z j W ni (nN -- c~n R�K cn cn Q Q cn Q cn Q cn — d N a STA. 9+27.76, F.L. ■ t C2 0 0 (TYP.) 8 vF1 2 CURVE TABLE 418 CURVE C3 LENGTH s DELTA 8 S 20.00' s N P7 s ,ems s 27.13' s 8s s 42.00' 197.06' 42.87' - _ "R5-1" - DO NOT ENTER "W31(CA)" - END - M I - - - _ - - ornl ,� w - rn� W - >rn o >rn rn� Lri - _ - _ _ _ - - sI '- BEGIN CURVE PCC POINT OF COMPOUND CURVATURE D: O D: O� + O� + 11 00 N + Q 00 " + p,' 12+00 s O z 13+00 S89'11'29"E 661.38' 16+00 14+00 28 15 00 + + cm 26 -25 ( + 24 � C2 I j ( 1 Q� Q� � Q� i ¢� Q� 1 2 I (TYP.) 8 I _j_jN' ■ (n� N o (n� (n� (n� (n� (n� ....LJ N I � ro EXISTING SURVEY MONUMENT N 10 S -SEWER + FURNISH & INSTAL_ STREET SIGN PER C.O.B. STD. T-1. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 51 I CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS +FURNISH t PER C.O.B. STD. ON SHEET 7 . - C>- FURNISH & INSTAL_ STREET LIGHT -5800 LUMEN PER C.O.B. I I 5. i i 50o I I - - - - I I I / I aMo 0 i +n � R�WI r : I I I I< Na C> >- - I >- - II 1- J >- >- I >- —71 ■ �� ! n LL. I _ ! >- J Q,� I 1- Q _j L� _I Ac _j�>- L� _I _j L, _I LL* L� _I J LIZ _I ! .J Li L_I I I J L� _I I .J Li L� _I I .J L� I } I > i i J w- arnl > w > - arnl w - arnI W O o� �I to w - ornl w W O > - 01 �I tf) w > - mI tT O w > - O arnl to w > ornl O O w > - W 3 O (` > L.. �� D.' o o J Lf) ! + O o� + ± �i o O tf) to + �) ON tf) d- + D: o� 37 01 + D: 36 oK) to + �' c � 35 O + , 34 �� Lo to + w o� ip I M I x 32In 1-1 + I x o� j O o N j L� W L� N at pW� 40 j ±39 ( 38 N i'A N j j I j I i ; I f —t I -- I{ m X33 f I m O ©N ;31 , j j > � N' > � X41 Q tj Q' Q' r6 Q' ^ IliO�,f Q' Q' ( Q' I ¢� Q' Q' -'-� 1 42 L6 +I x 0. J -j I WOOj- a N9 H � p a H NI j d NI H d H NI a NI H a H NI { d NI H i a H NI l a NI H a H v �` 1 to ��l��MN e I cju: tl:Ln I I N! J N 1 0 + N! I N I I N!N D®CL ' j¢ (c�N�`�—}—_ p N! I_—--" N M N Q I N! o N LAcn 1 i I m C4MM) I + + ��—�— O i ! I 1 } } ! I ) I ! W ' ! ( I + j i __ __ I _ — --rva APF$ROX{MATE GROUND 0 C. i ; ¢ fay + N S= 0.2s% _++I ■ I cn 'n 8o+ Oo I I I I I I I I I I I v¢¢ i --�¢ ! ��g WNL --j----i-- ! ! ! ! jmv, !--��� � r . •- ¢–j– =0.27% { _� j S= -X0.26% mR N � m m i j I-- -- —-- I —-- i --i --�-- GRAN I -- --,— cs- °° _ Lail w—m — —� — — — — — /W~ — —� - — — n_ V) in = i.27 =1.00% { I -- i I } - -- ---�- ------- — 41 =,.� 1 { = �=0.26% I I -- I r J I I I I n m CURVE TABLE 418 CURVE RADIUS LENGTH TANGENT DELTA Cl 20.00' 31.42' 20.00' 90'00'00" C2 35.00' 27.13' 14.29' 44'24'55" C3 42.00' 197.06' 42.87' 6849'50" 268-49'50- IDENTICAL POINTS 418 416 414 412 410 408 404 402 400 3 I I IORTHGLEN WAY SEE SHEET 11 ILIFF STREET STA. 10+00.00 C.L. TO 21+37.83 C.L. SCALE: t" = 50' HORIZONTAL 1" = 5' VERTICAL I I I I I , I STA. 22+09.13_ r I I I I I I , I I I 1• III 1 N I I I I I , I I I I I , I , I I I I I , I I I I I I I I I I I I I I I Q ¢ I 9+00 10+00 11+00 12+00 13+00 _j R%W -j LEGEND CONT.: -- L.— Lrr t Rt -1 I I I W I SECTION > *_j r J Q Li I Q Li: _I RD > J > J Q L� I Q L� �r _I r J J Q L� I Q Li -I r J L� Q LL -I "R5-1" - DO NOT ENTER "W31(CA)" - END 2 M I II w - rn� w - >rn o >rn rn� Lri SECTIONSHEET MERE IS C w - rn� >rn o >rn ornl ,� w - rn� W - >rn o >rn rn� Lri > - 0 � rn o II r= END CURB RETURN PRC POINT OF REVERSE CURVATURE Po O D.' to Or,�j + O� O + BEGIN CURVE PCC POINT OF COMPOUND CURVATURE D: O D: O� + O� + � � OLLo + Oaoo N + Q 00 " + p,' LO s O z O O N 30 + + 20 28 + co + °° 27 + + cm 26 -25 ( + 24 � O O N 23 I j ( 1 Q� Q� } i I Q� Qi ¢� Q� QI j I tV I I _j_jN' i (n� N o (n� (n� (n� (n� (n� ....LJ N I � ro EXISTING SURVEY MONUMENT N 10 S -SEWER + FURNISH & INSTAL_ STREET SIGN PER C.O.B. STD. T-1. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 51 I CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS +FURNISH t PER C.O.B. STD. ON SHEET 7 . - C>- FURNISH & INSTAL_ STREET LIGHT -5800 LUMEN PER C.O.B. I I 5. i i 50o I I - - - - I I I I I aMo 0 i +n I I I I I I I< Na C> EDGE OF PAVEMENT > I l I> I> W } W I I I 3° 3° i w N ! ! ! ! ! ! ! Ac c, t~/f cn LO I I i ! I I I I I IORTHGLEN WAY SEE SHEET 11 ILIFF STREET STA. 10+00.00 C.L. TO 21+37.83 C.L. SCALE: t" = 50' HORIZONTAL 1" = 5' VERTICAL I I I I I , I STA. 22+09.13_ r I I I I I I , I I I 1• III 1 N I I I I I , I I I I I , I , I I I I I , I I I I I I I I I I I I I I I Q ¢ I 98 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 418 416 414 412 410 408 404 402 400 398 20+00 21+00 22+00 9+00 10+00 11+00 12+00 13+00 14+00 1 LEGEND: LEGEND CONT.: LEGEND CONT.: ABBREMATIONS t Rt -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" SECTION FL FLOWUNE POVC POINT ON VERTICAL CURVE RD - STOP "S5-20 - END SCHOOL ZONE R6-1 - ONE WAY- Q - - - - SECTION DESIGNATION CL CENTERLINE BVC BEGIN VERTICAL CURVE "R5-1" - DO NOT ENTER "W31(CA)" - END 2 ELEV ELEVATION EVC END VERTICAL CURVE"R26(CA)" - NO PARKING ANYTIME „W14-1 -DEAD END SECTIONSHEET MERE IS C B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION "R3 -5R" - RIGHT TURN ONLY W14-2 - NO OUTLET -R81(CA)" E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7" - KEEP RIGHT- BIKE LANE I E� BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE -- D OR { ! I! � co{IN LO I I I 1 POINT OF INTERSECTION TP TOP OF PAVEMENT I OO TAPER NUMBER -SEE TABLE I ' ( STORM DRAIN JUNCTION BOX - REFER TO SEWER & STORM DRAIN PLANS j I I j ( I ' I I } i I i I ; C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. { ( j I I ( j o 4-W UTILITY: i FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. N o I W -WATER D -DRAIN ( N I � ro EXISTING SURVEY MONUMENT N 10 S -SEWER + FURNISH & INSTAL_ STREET SIGN PER C.O.B. STD. T-1. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS +FURNISH t PER C.O.B. STD. ON SHEET 7 . - C>- FURNISH & INSTAL_ STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. — - - - - — TRACT BOUNDARY -cam- FURNISH & INSTAL_ STREET LIGHT -9500 LUMEN PER C.O.B. STD. - PHASE BOUNDARY ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS o CENTERLINE I C> EDGE OF PAVEMENT > I l I> I> W } W I I I I j j I I LO I I i ! I I I f I I I I } I > i i J Q __j , ! s I i f ( ( i > J > I J Q W W i J w 1 a Y ¢ I WLd I , I I i ip I M I I i j Y j I at pW� I j i ( I ,� i'A j j I j I i ' I f —t I -- I{ m rz f I m O ©N , j j I ; t , I W tj I w r6 f ^ IliO�,f f ( I i WOOj- M � p co j Ajay mN "d. { I i 7 I I l I i ` to e I I ! M I I N J W 1 0 + { 4 I I I j GROU D®CL ' j¢ (c�N�`�—}—_ p I_—--" M N Q I cn o acn LAcn i I I + + ��—�— O i I 1 } } I ) I W ' ( I + j i __ __ I _ — --rva APF$ROX{MATE GROUND 0 C. i ; ¢ fay + N S= 0.2s% t i ( I 9 MATE EXI, I I `` m --�¢ — — --j----i-- -- ---- f jmv, r __ ( 10 ---- . •- ¢–j– =0.27% { _� j S= -X0.26% � m m i j I-- -- —-- I —-- i --i --�-- GRAN I -- --,— cs- °° _ Lail w—m — —� — — — — — — — — — — —� - — — — = i.27 =1.00% { I -- —�— I i I } - -- ---�- ------- — 41 =,.� { � �=0.26% -- _ -j n m I i PROPOSED NORTHFLOW�IE a0o , I ! PR OSED SOt TH FLOWL NE ( } j I I"! I , 1 i I I � i i , } i ' I , i •�-�� ! Q •�� !�! { I I ! ! � I ' ! ( i j I f � f f 1 i i i i { i I i ' k I i [ { f s € i• 3 '� I i I I ( j I ! 1 1 i I i i } f I W J i W W_ ' ( { I i ' ' 3 C�9 �� 4 ba a f i i ' I t 0 t I I I I 98 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 418 416 414 412 410 408 404 402 400 398 20+00 21+00 22+00 5+00 16+00 NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND SEWER DETAILS. 2. LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL A.C. FOR LOCAL STREETS STREETS TO BE TYPE "B". 3. ETCHART ROAD - PAVEMENT TO BE 0.30' TYPE "A" A.C. OVER 0.80' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER 0.85' AGGREGATE BASE OVER 1.20' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. COFFEE ROAD - PAVEMENT TO BE 0.45' TYPE -A- A.C. OVER 1.35' AGGREGATE BASE OVER 0.70' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 6. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. COORDINATE APPLICATION OF RELOCATION WITH CITY. 8. INSTALL W-31(CA) SIGN WITH OM4-3 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. 17+00 18+00 19+00 CONSTRUCTION NOTES: O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 02 CONSTRUCT 4.5' (LOCAL STREETS)COMBINATION SIDEWALK PER C.O.B. STD DET. ON SHEET 14. O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 CASE "A- O CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. U7 NOT USED ® CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 7. O9 PAINT 12- LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 10 EXISTING UTILITY POLE TO BE RELOCATED. 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTOR/ARTERIAL) 12 FUTURE TYPE "M" CURB PER C.O.B. STD. DET. ST -2. 13 FURNISH & INSTALL CHANNELIZERS AND SIGNS PER C.O.B. STD. DET. T-29. 14 PROPOSED 30" IRRIGATION UNE PER SEPARATE PLAN. FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & 15 T-34. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND 16 OM4-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE IMPROVEMENTS SHOWN HEREIN. 20+00 21+00 22+00 EASEMENT LEGEND A 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF KERN COUNTY LAND CO. FILED MAY 2, 1894 A2 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) AS 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. A 80' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. 0 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). A6 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. AA 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER VOLUME 29, PG. 104 OF THE MINUTE BOOKS. (CO. RD. 719) 0 CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. 000216099245, O.R. A9 CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. 000217112424, O.R. A20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. NO. 000217112425, O.R. QCITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. 000217010446, O.R. ACITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER DOC. NO. 217153620, O.R. 418 416 414 412 410 408 404 402 400 398 418 416 414 TRACT BOUNDARY z I W I C I G I n I I 0 I I I I LJJ I I LJJ I I Q I I W I I— I I (�L y IDENTICAL OnIMTc 9+00 10+00 11+00 12+00 13+00 14+00 1 LEGEND: LEGEND CONT.: LEGEND CONT.: ABBREMATIONS t Rt -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" SECTION FL FLOWUNE POVC POINT ON VERTICAL CURVE RD - STOP "S5-20 - END SCHOOL ZONE R6-1 - ONE WAY- Q - - - - SECTION DESIGNATION CL CENTERLINE BVC BEGIN VERTICAL CURVE "R5-1" - DO NOT ENTER "W31(CA)" - END 2 ELEV ELEVATION EVC END VERTICAL CURVE"R26(CA)" - NO PARKING ANYTIME „W14-1 -DEAD END SECTIONSHEET MERE IS C B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION "R3 -5R" - RIGHT TURN ONLY W14-2 - NO OUTLET -R81(CA)" E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7" - KEEP RIGHT- BIKE LANE I E� BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE -- D �� I� I I i ® ITEM OF WORK - SEE SCHEDULE ! ! f 1 I I I 1 POINT OF INTERSECTION TP TOP OF PAVEMENT I OO TAPER NUMBER -SEE TABLE ! ( STORM DRAIN JUNCTION BOX - REFER TO SEWER & STORM DRAIN PLANS j I o j ( o I I } i I i I ; C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. { E.P. j i i I ( j o 4-W UTILITY: i FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. N o SEWER - REFER TO SEWER & STORM DRAIN PLANS W -WATER D -DRAIN G -GAS IRR -IRRIGATION ro EXISTING SURVEY MONUMENT ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. S -SEWER + FURNISH & INSTAL_ STREET SIGN PER C.O.B. STD. T-1. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS +FURNISH &INSTAL_ METRO STREET SIGN PER C.O.B. STD. T-1. PER C.O.B. STD. ON SHEET 7 . - C>- FURNISH & INSTAL_ STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. — - - - - — TRACT BOUNDARY -cam- FURNISH & INSTAL_ STREET LIGHT -9500 LUMEN PER C.O.B. STD. - PHASE BOUNDARY ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS _ _ _ CENTERLINE 'h '4, EDGE OF PAVEMENT Ic INTERCONNECT CONDUIT O I I i 1 I { I I 1 I I } I I , I i f ( ( i > J > I J Q W W J ( I , Y at pW� LLJ I� I LLJLLI I t I I p tk C fW , j j I ; t , I W Ld I w r6 f ^ i f ( I i O � p I mN "d. p i I LLJ p w n to •a- i w o 4. I + + ��—�— O i I 1 } } i ) I ' ( > W + } j s I APF$ROX{MATE GROUND 0 C. EXISTING ; ¢ o+ N + N N t i ( I 9 MATE EXI, I I .}• w �i� { i i r __ ( 10 ---- . •- ¢–j– _� S= -X0.26% � m m i j i { GRAN I 0 C.L I--�-- cs- °° _ Lail w—m — —� — — — — — — — — — — —� - — — — I ad v, CL Cn -- —�— I I — - -- ---�- ------- — 41 =,.� � �=0.26% -- _ -j a0o , I PR OSED SOt TH FLOWL NE j I I"! I , 1 i I I � i i , } i ' I , i •�-�� ! Q •�� !�! { I I ! ! � I ' ! ( i j I f � f f 1 i i i i { i I i ' k I i [ { f s € i• 3 '� I i I I ( j I ! 1 1 i I i i } f I C�9 ba a �< ' I 5+00 16+00 NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND SEWER DETAILS. 2. LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL A.C. FOR LOCAL STREETS STREETS TO BE TYPE "B". 3. ETCHART ROAD - PAVEMENT TO BE 0.30' TYPE "A" A.C. OVER 0.80' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER 0.85' AGGREGATE BASE OVER 1.20' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. COFFEE ROAD - PAVEMENT TO BE 0.45' TYPE -A- A.C. OVER 1.35' AGGREGATE BASE OVER 0.70' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 6. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. COORDINATE APPLICATION OF RELOCATION WITH CITY. 8. INSTALL W-31(CA) SIGN WITH OM4-3 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. 17+00 18+00 19+00 CONSTRUCTION NOTES: O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 02 CONSTRUCT 4.5' (LOCAL STREETS)COMBINATION SIDEWALK PER C.O.B. STD DET. ON SHEET 14. O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 CASE "A- O CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. U7 NOT USED ® CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 7. O9 PAINT 12- LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 10 EXISTING UTILITY POLE TO BE RELOCATED. 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTOR/ARTERIAL) 12 FUTURE TYPE "M" CURB PER C.O.B. STD. DET. ST -2. 13 FURNISH & INSTALL CHANNELIZERS AND SIGNS PER C.O.B. STD. DET. T-29. 14 PROPOSED 30" IRRIGATION UNE PER SEPARATE PLAN. FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & 15 T-34. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND 16 OM4-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE IMPROVEMENTS SHOWN HEREIN. 20+00 21+00 22+00 EASEMENT LEGEND A 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF KERN COUNTY LAND CO. FILED MAY 2, 1894 A2 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) AS 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. A 80' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. 0 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). A6 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. AA 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER VOLUME 29, PG. 104 OF THE MINUTE BOOKS. (CO. RD. 719) 0 CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. 000216099245, O.R. A9 CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. 000217112424, O.R. A20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. NO. 000217112425, O.R. QCITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. 000217010446, O.R. ACITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER DOC. NO. 217153620, O.R. 418 416 414 412 410 408 404 402 400 398 418 416 414 TRACT BOUNDARY z I W I C I G I n I I 0 I I I I LJJ I I LJJ I I Q I I W I I— I I (�L y IDENTICAL OnIMTc 9+00 10+00 11+00 12+00 13+00 14+00 1 LEGEND: LEGEND CONT.: LEGEND CONT.: ABBREMATIONS 41Oµ Rt -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" SECTION FL FLOWUNE POVC POINT ON VERTICAL CURVE RD - STOP "S5-20 - END SCHOOL ZONE R6-1 - ONE WAY- Q - - - - SECTION DESIGNATION CL CENTERLINE BVC BEGIN VERTICAL CURVE "R5-1" - DO NOT ENTER "W31(CA)" - END 2 ELEV ELEVATION EVC END VERTICAL CURVE"R26(CA)" - NO PARKING ANYTIME „W14-1 -DEAD END SECTIONSHEET MERE IS C B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION "R3 -5R" - RIGHT TURN ONLY W14-2 - NO OUTLET -R81(CA)" E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7" - KEEP RIGHT- BIKE LANE O CURVE NUMBER FOR CURVE DESCRIPTION BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE EC END CURVE TC TOP OF CURB 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OO TAPER NUMBER -SEE TABLE OF VERTICAL CURVE GB GRADE BREAK 0 STORM DRAIN JUNCTION BOX - REFER TO SEWER & STORM DRAIN PLANS P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER PA PROPERTY LINE A.P. ANGLE POINT C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. /—PIPE SIZE E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER 4-W UTILITY: QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. s SEWER - REFER TO SEWER & STORM DRAIN PLANS W -WATER D -DRAIN G -GAS IRR -IRRIGATION ro EXISTING SURVEY MONUMENT ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. S -SEWER + FURNISH & INSTAL_ STREET SIGN PER C.O.B. STD. T-1. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS +FURNISH &INSTAL_ METRO STREET SIGN PER C.O.B. STD. T-1. PER C.O.B. STD. ON SHEET 7 . - C>- FURNISH & INSTAL_ STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. — - - - - — TRACT BOUNDARY -cam- FURNISH & INSTAL_ STREET LIGHT -9500 LUMEN PER C.O.B. STD. - PHASE BOUNDARY ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS _ _ _ CENTERLINE 'h '4, EDGE OF PAVEMENT Ic INTERCONNECT CONDUIT 5+00 16+00 NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND SEWER DETAILS. 2. LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL A.C. FOR LOCAL STREETS STREETS TO BE TYPE "B". 3. ETCHART ROAD - PAVEMENT TO BE 0.30' TYPE "A" A.C. OVER 0.80' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER 0.85' AGGREGATE BASE OVER 1.20' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. COFFEE ROAD - PAVEMENT TO BE 0.45' TYPE -A- A.C. OVER 1.35' AGGREGATE BASE OVER 0.70' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 6. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. COORDINATE APPLICATION OF RELOCATION WITH CITY. 8. INSTALL W-31(CA) SIGN WITH OM4-3 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. 17+00 18+00 19+00 CONSTRUCTION NOTES: O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 02 CONSTRUCT 4.5' (LOCAL STREETS)COMBINATION SIDEWALK PER C.O.B. STD DET. ON SHEET 14. O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 CASE "A- O CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. U7 NOT USED ® CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 7. O9 PAINT 12- LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 10 EXISTING UTILITY POLE TO BE RELOCATED. 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTOR/ARTERIAL) 12 FUTURE TYPE "M" CURB PER C.O.B. STD. DET. ST -2. 13 FURNISH & INSTALL CHANNELIZERS AND SIGNS PER C.O.B. STD. DET. T-29. 14 PROPOSED 30" IRRIGATION UNE PER SEPARATE PLAN. FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & 15 T-34. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND 16 OM4-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE IMPROVEMENTS SHOWN HEREIN. 20+00 21+00 22+00 EASEMENT LEGEND A 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF KERN COUNTY LAND CO. FILED MAY 2, 1894 A2 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) AS 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. A 80' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. 0 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). A6 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. AA 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER VOLUME 29, PG. 104 OF THE MINUTE BOOKS. (CO. RD. 719) 0 CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. 000216099245, O.R. A9 CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. 000217112424, O.R. A20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. NO. 000217112425, O.R. QCITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. 000217010446, O.R. ACITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER DOC. NO. 217153620, O.R. 418 416 414 412 410 408 404 402 400 398 418 416 414 TRACT BOUNDARY z I W I C I G I n I I 0 I I I I LJJ I I LJJ I I Q I I W I I— I I (�L y IDENTICAL OnIMTc 404 402 400 398 SCALE: 1 " = 50' 50' 25' 0' 50' 100' Know what's below. 0111 before you dig. 412 v wr I jI.�L`� 41Oµ z0 µ 'r, RD lkms. _, ^P 5 =:Ansi � 1- ,. K . 404 402 400 398 SCALE: 1 " = 50' 50' 25' 0' 50' 100' Know what's below. 0111 before you dig. c,q z � w d n - z0 � W q W r �W .ry z i -- w � TRACT BOUNDARY • STA. 9+27.76, F.L. CURVE TABLE CURVE I LENGTH TANGENT 1 C1 2D.D0' 31.42' . 9DVD'W* 1 35.00' 1 14.29' 442455" LZ- 42.DD' 197.06' 42.87' 268'49'50" J Q ao � r ao cqcq "R6-1" -ONE WAY AS5-2" . END SCHOOL ZONE "R5 -END c ...O 0 -f- cp,W —+ • STA. 9+27.76, F.L. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 2D.D0' 31.42' 2D.DD' 9DVD'W* C2 35.00' 27.13' 14.29' 442455" C3 42.DD' 197.06' 42.87' 268'49'50" 416 414 412 410 408 406 404 402 400 398 PHASE RANGLEY WAY jSEE SHEET 11 i V G i STA. 10+00.00 C.L. TO 21+36.31 O.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 1 1 ST4 22+07.62,1 F. IDENTICAL _<9+00 POINTS 416 414 412 410 408 406 404 402 400 398 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 I N 416 414 1 412 410 I 408 406 404 1402 I i 400 398 22+OG.24t I VmrT DNL� i 5 p a3 viv ABBREVIATIONS m Rt -1 -�- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP SECTION A 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 0 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF U) FL cqcq "R6-1" -ONE WAY AS5-2" . END SCHOOL ZONE "R5 -END _ _ _ _ _ _ SECTION DESIGNATION 00 00 O2 CONSTRUCT 4.5' {LOCAL STREETS)COMBINAnON SIDEWALK PER C.Q.B. STD DET. ON SHEET 14. KERN COUNTY LAND CO. FILED MAY 2, 1894 r-1: ! -All BVC ELEVATION EVC END VERTICAL CURVE -i" - DO NOT ENTER "W31(CA) "R26(CA)" - NO PARKING ANYTIME "WW114 2" NO �JTLDET 2LOCAL SECTIp IS SHOWN 2 - PAVEMENT FOR LOCAL ON SHEET O7. BEPER2 O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 0 50' WIDE PACIFIC GAS &ELECTRIC CO. TOOK) LINE EASEMENT PER BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) —- o - "R3 -5R - RIGHT TURN ONLY " LOCAL STREETS PAVEMENT SECTION TABLE "B". I d0' W E.C.R. 16 VO' w O "R81 CA - BIKE LANE "R4-7" -KEEP RIGHT R81(CA)- [� CURVE NUMBER FOR CURVE DESCRIPTION I , I r- IIy "A" CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 CASE A i 50 WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER ! 3 j r ( f s W W ETCHART ROAD -PAVEMENT TO BE 0.30' TYPE "A" A.C. OVER ! i W t 01 , I I f ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ! I I i 00 O ! Z J t;'}}1; j [ d V 00 et ( I w W i W } Z J W ! s f 50' 25' O' 50' 100' P.O.C. PJL f j 1 I W I W SNOW ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER D.85' AGGREGATE BASE OVER 1.2D' COMPACTED O.G. TO BE I! NOT USED 5 Q 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). ��cw� Q I c,- j 07 I W QtQ 07 '�'� i I ! f I i I I I Q i I of FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ! I mo T O I Y Qw (W G w i I i Q W W { ( W W i [ ! 3 I I �7� �w`'' w co �wJ i t I m C { N ( 3 I z' Z_ jtW W' J( ! E ! 1 I eF 1 m I ¢ a U- [ ,o `'' I rn m o EXISTING I i W J i W J i f i I I APPROXIMATE EXISTING 0 C.- °tom CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. , + ? s { 1 -4D W + �¢+ C.O.B. STD. D-14, UNLESS NOTED OTHERWISE i ! II i i I ! �a —! W{� UN + j O i i 0 �' m��+J� I V- LJ I I I ( I m=+WN i D gGL ' W W 000217112424, O.R. ' �� N PHASE BOUNDARY 8. cQ'i 14 ! o j + o Iw Know what's b@IOW. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - i I I FURNISH & INSTALL INTERCONNECT CONDUIT & FALL BOXES PER C.O.B. STD. DET. T-33 & WUa-�w w w �n a`- �a a LLJ—; Q CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE _—C_— -- --i---r— Call i I mv�i a iUa ice'- SIGN WITH CONSTRUCTION OF ADJACENT PHASE. —a, I o -N zo mN { j �^N t o + I vQ�i ? I i j I rW GR)UND�C.L. I SM I f i i � w� � -_wv~a - — -- -- i U a a f I I DOC. NO. 217153620, O.R. r , — -- i--- t— T —'_— T WO Ii — -- - -- U W I J m '�_L&L a' N O O w �i— — t —I _ _ — —— i -�I-- i I i i i 3 + i N O 4 m =D.25% i I ' S= D.26% -- i T i S=-0.25% ( E I I I { 42' L=31 L=31.42 I-0 �� 91 �°� ' o > M o S ( i � ! I S=0.25% j OSED-W R 01111 INE GIr R I I t i Q- I I j I f i _ I I= 0.25% I ~ cn Q i W I j fPROF I 1 i I I I i cn a cn 11 ( I I S= a a i a 31.42 -31.42.' IDENTICAL _<9+00 POINTS 416 414 412 410 408 406 404 402 400 398 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 I N 416 414 1 412 410 I 408 406 404 1402 I i 400 398 22+OG.24t 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 416 414 412 410 408 402 400 ( 398 I 1 1 1 1 1 1 1 1 IDENTICAL POINTS V VmrT DNL� i 5 p a3 viv ABBREVIATIONS m Rt -1 -�- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP SECTION A 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 0 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF U) FL cqcq "R6-1" -ONE WAY AS5-2" . END SCHOOL ZONE "R5 -END _ _ _ _ _ _ SECTION DESIGNATION SEWER DETAILS. O2 CONSTRUCT 4.5' {LOCAL STREETS)COMBINAnON SIDEWALK PER C.Q.B. STD DET. ON SHEET 14. KERN COUNTY LAND CO. FILED MAY 2, 1894 BVC ELEVATION EVC END VERTICAL CURVE -i" - DO NOT ENTER "W31(CA) "R26(CA)" - NO PARKING ANYTIME "WW114 2" NO �JTLDET 2LOCAL SECTIp IS SHOWN 2 - PAVEMENT FOR LOCAL ON SHEET O7. BEPER2 O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 0 50' WIDE PACIFIC GAS &ELECTRIC CO. TOOK) LINE EASEMENT PER BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION - "R3 -5R - RIGHT TURN ONLY " LOCAL STREETS PAVEMENT SECTION TABLE "B". I d0' W E.C.R. 16 VO' w O "R81 CA - BIKE LANE "R4-7" -KEEP RIGHT R81(CA)- [� CURVE NUMBER FOR CURVE DESCRIPTION w A .C. FOR LOCAL STREETS STREETS TO BE TYPE � "A" CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 CASE A 0 50 WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE - - o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK -SEE SCHEDULE 3. ETCHART ROAD -PAVEMENT TO BE 0.30' TYPE "A" A.C. OVER 0 CONSTItucT 6 BLOCK wALL PER wALL CONSTItucnoN PLANS. BK. 1496 PG. 429 AND BK. 5177 PG. 2250 BOTH O.R. ' EC PIVC END CURVE TC TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS D.80' AGGREGATE BASE OVER D.5D' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. /' SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. 0 80' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. ! Z J t;'}}1; { [ d V 00 et ( I US I STORM DRAIN JUNCTION BOX -REFER TO SEWER &STORM DRAIN PLANS 50' 25' O' 50' 100' P.O.C. PJL POINT ON CURVE RJW RIGHT-OF-WAY PROPERTY LINE A.P. ANGLE POINT „ " CONSTRUCT TYPE A CATCH BASIN WITH 3.5 OPENING PER 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER D.85' AGGREGATE BASE OVER 1.2D' COMPACTED O.G. TO BE I! NOT USED 5 Q 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). E.P. j 07 W QtQ 07 '�'� Z_ J CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 7. Q 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY © FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. S— SEWER - REFER TO SEWER & STORM DRAIN PLANS W -WATER D -DRAIN G 5. COFFEE ROAD -PAVEMENT TO BE D.45' TYPE "A" A.C. OVER Og Q W W i c ( I W W i [ I 3 1 I i I ! I i t I A 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER I ( 3 I z' Z_ jtW W' J( ! E ! SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. I eF COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. m �' J O i I I I ' APPROXIMATE EXISTING I i W J i W J i f i Q W CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTORJARTERIAL) °tom CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. , + ? s { 1 { 1 1 C.O.B. STD. D-14, UNLESS NOTED OTHERWISE i ! II i i I ! �a —! W{� 3 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. O i i 0 �' m��+J� V- LJ I I I i - - -" TRACT BOUNDARY GROU i D gGL 13 W W 000217112424, O.R. ' �� N PHASE BOUNDARY 8. cQ'i 14 PROPOSED 3D" IRRIGATION LINE PER SEPARATE PLAN. A 20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. NO. OOD217112425, O.R. Know what's b@IOW. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - i I 15 FURNISH & INSTALL INTERCONNECT CONDUIT & FALL BOXES PER C.O.B. STD. DET. T-33 & 1 4t + j EDGE OF PAVEMENT Q CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE T-34. {l CITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. Call before you dig. I SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 1 0 N { N + t o + I i j INTERCONNECT CONDUIT I 18 I A I LU { ` _+ L L O ( W d% 4' J 4' i U a a f I I DOC. NO. 217153620, O.R. r , — -- i--- t— T —'_— T WO + U W I J m '�_L&L a' N O O w �i— — t —I _ _ — —— i -�I-- i I i i i 3 + i N O 4 m �~jJ W_ —Z — —L -- i E I C7 GIr R ND0C.L! i Q- _ ~ cn --Q04w i cn a cn ( I I S= 31.42 -31.42.' I ( j -D.25% 25%D.26% -D. -DS .76%! S=D.2 % ( I 0, Pf�OPOSED SOUTH FL W UNE I 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 416 414 412 410 408 402 400 ( 398 I 1 1 1 1 1 1 1 1 IDENTICAL POINTS LEGEND: V VmrT DNL� i 5 p a3 viv LEGEND: LEGEND CONT.): LEGEND CONT.): NOTES_ CONSTRUCTION NOTES: EASEMENT LEGEND ABBREVIATIONS m Rt -1 -�- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP SECTION A 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 0 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF U) FL FLOWLINE POVC POINT ON VERTICAL CURVE CENTERLINE BEGIN VERTICAL CURVE "R6-1" -ONE WAY AS5-2" . END SCHOOL ZONE "R5 -END _ _ _ _ _ _ SECTION DESIGNATION SEWER DETAILS. O2 CONSTRUCT 4.5' {LOCAL STREETS)COMBINAnON SIDEWALK PER C.Q.B. STD DET. ON SHEET 14. KERN COUNTY LAND CO. FILED MAY 2, 1894 CL FLEV BVC ELEVATION EVC END VERTICAL CURVE -i" - DO NOT ENTER "W31(CA) "R26(CA)" - NO PARKING ANYTIME "WW114 2" NO �JTLDET 2LOCAL SECTIp IS SHOWN 2 - PAVEMENT FOR LOCAL ON SHEET O7. BEPER2 O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 0 50' WIDE PACIFIC GAS &ELECTRIC CO. TOOK) LINE EASEMENT PER BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION - "R3 -5R - RIGHT TURN ONLY " LOCAL STREETS PAVEMENT SECTION TABLE "B". E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE "R81 CA - BIKE LANE "R4-7" -KEEP RIGHT R81(CA)- [� CURVE NUMBER FOR CURVE DESCRIPTION w A .C. FOR LOCAL STREETS STREETS TO BE TYPE � "A" CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 CASE A 0 50 WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE - - o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK -SEE SCHEDULE 3. ETCHART ROAD -PAVEMENT TO BE 0.30' TYPE "A" A.C. OVER 0 CONSTItucT 6 BLOCK wALL PER wALL CONSTItucnoN PLANS. BK. 1496 PG. 429 AND BK. 5177 PG. 2250 BOTH O.R. ' EC PIVC END CURVE TC TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS D.80' AGGREGATE BASE OVER D.5D' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. /' SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. 0 80' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. SCALE: 1 " = 50' 1 TAPER NUMBER -SEE TABLE O d V OF VERTICAL CURVE GB GRADE BREAK STORM DRAIN JUNCTION BOX -REFER TO SEWER &STORM DRAIN PLANS 50' 25' O' 50' 100' P.O.C. PJL POINT ON CURVE RJW RIGHT-OF-WAY PROPERTY LINE A.P. ANGLE POINT „ " CONSTRUCT TYPE A CATCH BASIN WITH 3.5 OPENING PER 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER D.85' AGGREGATE BASE OVER 1.2D' COMPACTED O.G. TO BE O NOT USED 5 Q 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. l—PIPE SIZE8 4 W UTILITY: COMPACT® TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 7. Q 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY © FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. S— SEWER - REFER TO SEWER & STORM DRAIN PLANS W -WATER D -DRAIN G 5. COFFEE ROAD -PAVEMENT TO BE D.45' TYPE "A" A.C. OVER Og PAINT 12" OMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. EXISTING SURVEY MONUMENT ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. -GAS IRR -IRRIGATION S -SEWER 1.35' AGGREGATE BASE OVER D.7D' COMPACTED O.G. TO BE PTH-D2ALKYD. 8 A 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER , -+- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 10 EXISTING UTILITY POLE TO BE RELOCATED. VOLUME 29, PG. 104 OF THE MINUTE BOOKS. (CO. RD. 719) CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY WJ3' WINGS 6. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTORJARTERIAL) A CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. , +FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. PER C.O.B. STD. ON SHEET 7 . C.O.B. STD. D-14, UNLESS NOTED OTHERWISE 12 FUTURE TYPE "M" CURB PER C.Q.B. STD. DET. ST -2. 000216099245, O.R. 19 -0- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. 0 CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. S. ST -23 AND SPECIAL PROVISION 7-86-1D. — TD - - - - - - -" TRACT BOUNDARY COORDINATE APPLICATION OF RELOCATION WITH CITY. 13 FURNISH & INSTALL CHANNE JZERS AND SIGNS PER C.O.B. STD. DET. T-29. 000217112424, O.R. -ED FURNISH & INSTALL STREET UGHT-950D LUMEN PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. PHASE BOUNDARY 8. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE 14 PROPOSED 3D" IRRIGATION LINE PER SEPARATE PLAN. A 20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. NO. OOD217112425, O.R. Know what's b@IOW. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - - CENTERLINE BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT 15 FURNISH & INSTALL INTERCONNECT CONDUIT & FALL BOXES PER C.O.B. STD. DET. T-33 & '/ EDGE OF PAVEMENT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE T-34. A CITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. Call before you dig. SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 000217010446, O.R. J �� INTERCONNECT CONDUIT 18 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C Wins W-31(CA) SIGN AND OM4-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO A CITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER THE IMPROVEMENTS SHOWN HEREIN. DOC. NO. 217153620, O.R. A », m m U) Z 0 w d CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' a to 04 20.00' 90'00'00" N W 27.13' 14.29' C3 42.00' 199.55' 40.40' _ *dNN� I 19 I I p o I O M O) O 21 I Z Ile STA. 9+27.76, F.L. * C3 00 U Li � C) t[l�- cv O fit --- j L, _jIrn I85, per+ I a'D ++>N I+ U ` O++ w± N N> N C3 LL: � Q d- I a0 Iz 110 00 a \� wwO+ >N d FQ- FQ- N Q •ANN N N vi o O + * Q.+ -N I I I OQ QI _ NN I I U)c~i� }�� < �� >- -1 � Li Q ¢ �K j I cn >�NI �00 F— �ppl� 42 0 � +I C2 C3 I i +— + O s _2 _ '' ST* 6i Q 1 * W I I 0- a °- ( 4" I d: ( 1 N ( i E i ' aU (7)I I =I I s CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.42' 20.00' 90'00'00" C2 35.00' 27.13' 14.29' 442455" C3 42.00' 199.55' 40.40' 272'13'17" IDENTICAL POINTS 420 418 416 414 412 410 408 406 404 402 400 RANGLEY WAY SEE SHEET 11 1111ZRIW I I I I I I I -PHAi P l r' f R/*1 R � j-'��A J RANGLEY WAY SEE SHEET 11 ESTES PARK STREET STA. 10+00.00 C.L. TO 21+34.79 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 9+00 420 418 416 414 412 410 408 406 404 402 400 al 10+00 11+00 12+00 13+00 14+00 131 =1;91 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00. I I i 1 �' - - �` - it - � - --=a;- •-�-j I I S 20 1 1 I 19 I I p o I O M O) N JJ L� J J 21 I I Ile J-1 UW I� LL N I 00 U Li � C) t[l�- cv O II j L, _jIrn I85, per+ I a'D ++>N I+ ` O++ w± N N> N C3 LL: I Q d- I a0 D N N �. Q O Q 110 wwO+ >N d FQ- FQ- N Q •ANN N N CO n0 NI F -Fa- v) v) Q.+ -N I I I OQ QI NN I I U)c~i� Q ¢ �K j I O� �ppl� C2 C3 I i 0 s _2 _ '' ST* I o 22+ 6.10,1 F.L. I – 1 I I ( I d: ( 1 N ( i E i ' aU (7)I I =I r�!! J� s Ilk O I ( J W W I I - I { I o C5 Q24 °ol o ►- < - � U` p W``�>� O F N O I I W L N C14 C� 23 J ! I i j ¢I $ `co N `'Id o N 22M I' E N (n �J M OMI± + -4 + N N v'¢ ¢ I �" l i 1 I I U L� U N Q �, Q N to I W —1 ¢¢ I * I I I I�C3 ri O^ v� �I N F5f I I In ++ 1 ! o+o+ NN I LU j I �Wo I W �N � Q� O ZO , f j Cl)�� 0-C) b i { _ 9+00 420 418 416 414 412 410 408 406 404 402 400 al 10+00 11+00 12+00 13+00 14+00 131 =1;91 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00. IIIAI N 00 �ppl� O ( d: ( 1 N ( i E i ' { s Ilk ( ( J W W I I I I { I I f J W W w O J J ! I o j ! j E r ! { l i 1 p i a i j ^ J ( i 1 ! 1 a I LU j I �Wo I W I i W ; W I I f j i { O , iA i to 3 ' I I •I I Q Ci 10A I [ f I I ( I f W O C)LU i I� j I j W p W , W i I ( i ! { I 1 j rn j ( I Q r 1LU ! ( R�; W LU W I { r [ I ( j + ( j I ! ! i i W� I m+ ! { GROUND N { { ` — _ I -- { i� ' tC I M W C!v i0 { iA W rn I I Wp j N i � I M I i ( j WQ .^- { i— I - ( OXIMA ISTIN EX a N cL W�rn Ip + I M Q ! ' I 1 ND® C.L. i APPROXIMATE ! I STING ! j i I a �' v W i • W d I ( ! ( — — p .- — — t _ ( I I ! I u S0.25% I I ( —moi _ _ _ ,;� f I ! I i i I ! ( vUi (� �Q i } - r —j I S=-0.25% r ! 15=31L 42' r L-112 ! S0.26% —7TLPOSED SOUTH FLqWIJ E --- ( �� 1 �� — --- — —_L__i_— 1 x I GROI�ND ®C. { I g IS=0.017;i I I I j PR(OSED SOUTH FLOWNE I i s i ! M W v --_ - ► I j j v' S= 0.25% ! L=31 S=-0 42' a 1% 3 W L-31. S_1.2 ( j _E i PRtOSED NORTH FLO i NE S=-0.25% W J I W �! I j I i j ;PRS NORTH OWLINE E I f I 1 C) v �' Q i I i a a' 1 Q a I - _ { I v i W LU I ! W W , W W 1 i 9+00 420 418 416 414 412 410 408 406 404 402 400 al 10+00 11+00 12+00 13+00 14+00 131 =1;91 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00. < 9+00 10+00 11+00 12+00 13+00 14+00 � < 15+0 16+00 17+00 18+00 19+00 20+00 21+00 V t4tT OWL" 22+00 s 420 418 416 414 412 410 408 406 404 402 400 420 418 416 414 412 410 408 406 404 402 400 IDENTICAL POINTS LEGEND: LEGEND (CONT.): LEGEND (CONT.): NOTES: CONSTRUCTION NOTES: EASEMENT LEGEND ABBREVIATIONS R FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: SECION AP 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND a CONSTRUCT TYPE "B CURB & GUTTER PER C.O.B. STD ST -1 30 WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF "R1-1" - STOP " A ,• , FL FLOWLINE POVC POINT ON VERTICAL CURVE "R6-10 S5-2 - END SCHOOL ZONE _ _ _ _ _ _ SECTION DESIGNATION SEWER DETAILS. KERN COUNTY LAND CO. FILED MAY 2, 1894 R6-1 -ONE WAY , " - 2 CONSTRUCT 4.5 (LOCAL STREETS)COMBINATION SIDEWALK PER C.O.B. STD DET. ON SHEET 14. j°, CL CENTERLINE BVC BEGIN VERTICAL CURVE " " W31(CA) END i02 R5-1 - DO NOT ENTER " 2 50' WIDE PACIFIC GAS &ELECTRIC CO. TOWER UNE EASEMENT PER ;t : B.C.R.ELEVELEVATION EVC END VERTICAL CARVE "R26(CA " - NO PARKING ANYTIME .W14- , - NO END SHEET MMORE 2 LOCAL STREETS - PAVEMENT IO LOCAL STREETS TO BE PER a INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) i.m4 � .C.RBEGIN CURB RETURN PI POINT � INTERSECTION "R3 -5R - RIGHT TURN ONLY W14-2 - NO OUTLET SECTI(kN � SHOWN LOCAL STREET PAVEMENT SECTION TABLE ON MEET 7. ALL y E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7" - KEEP RIGHT -R81(CA)-BIKE LANE O CURVE NUMBER FOR CURVE DESCRIPTION A.C. FOR LOCAL STREETS STREETS TO BE TYPE "B". CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S P. A88A, 2002 CASE "A" 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE ----D— STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS " " BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. �� C i 2 EC END CURVE TC TOP OF CURB ® ITEM OF WORK -SEE SCHEDULE 3. ETCHART ROAD -PAVEMENT TO BE 0.30' TYPE A A.C. OVER � CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. C�- STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PUNS 0.80' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE A 80' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER d Q.® `'^SCALE: 1" = 50' PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT ® < TAPER NUMBER - SEE TABLE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. 4 BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. ` , T µ , , , OF VERTICAL CURVE (� GRADE BREAK � STORM DRAIN JUNCTION BOX -REFER TO SEWER &STORM DRAIN PLANS 50 25 O 50 100 P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY " " 4. SNOW ROAD -PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER � NOT USED A 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PA PROPERTY UNE A.P. ANGLE POINT CONSTRUCT TYPE A CATCH BASIN WITHHER 3.5 OPENING PER PIPE SIZE 0.85' AGGREGATE BASE OVER 1.20' COMPACTED O.G. TO BE 5 PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. �— CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 7. A 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY E.P. EDGE � PAVEMENT C/G CURB AND GUTTER 4"yy UTILITY: COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. s SEWER - REFER TO SEWER & STORM DRAIN PLANS W -WATER D -DRAIN „ „ PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 6 COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. G -GAS IRR -IRRIGATION 5. COFFEE ROAD -PAVEMENT TO BE 0.45 TYPE A A.C. OVER \9 PTH-02ALKYD, i EXISTING SURVEY MONUMENT ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. S -SEWER 1.35' AGGREGATE BASE OVER 0.70' COMPACTED O.G. TO BE/7\ A 30WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. COMPACTED TO 957o RELATIVE DENSITY PER C.O.B. STD. ST -9. 1() EXISTING UTILITY POLE TO BE RELOCATED. VOLUME 29, PG. 104 OF THE MINUTE BOOKS. (CO. RD. 719) , CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 6. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5 OPENINGS PER 11 CONSTRUCT 5.5 COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTOR/ARTERIAL) A8 CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. PER C.O.B. STD. ON SHEET 7 . C.O.B. STD. D-14, UNLESS NOTED OTHERWISE " , CURB PER C.O.B. STD. DET. ST -2. 000216099245, O.R. 12 FUTURE TYPE M FURNISH & INSTALL STREET UGIT --5800 LUMEN PER C.O.B._ _ 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. A CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. STD. ST -23 AND SPECIAL PROVISION 7-86-10. — - - - -'- TRACT BOUNDARY 13 COORDINATE APPLICATION OF RELOCATION WITH CITY. FURNISH & INSTALL CHANNEUZERS AND SIGNS PER C.O.B. STD. DET. T-29. 000217112424, O.R. -a- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. PHASE BOUNDARY 14 PROPOSED 30" IRRIGATION UNE PER SEPARATE PLAN. A 20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. Know what's below. ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. 8. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE NO. 000217112425, O.R. Call before you d) EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - _ - CENTERLINE BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT FURNISH & INSTALL. INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & y dig. W. 'A EDGE OF PAVEMENT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE 15 T-34. A CITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 000217010446, O.R. is INTERCONNECT CONDUIT INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND. 16 OMHE IMS 4-3 MARKERS I STRACTHOWN HERON OFFSITE IMPROVEMENTS ARE NOT CONSTRUCTEDPRIOR TO A DCITY OF C NO BAKERSFIEL O.R.�CABL.E OFFER OF STREET DEDICATION PERTVEMEN IIIAI �ppl� O d: E i E i ' { s Ilk J { J w W w O i { •s j ! E r op d 1 p ^ J m I W I i W ; W I I j i { W I iA i to I i W_ Of I f 1 I I p I 4co V CR + N E O N j d N N I rn j rn Q R�; W C14i W I { r [ I ( j I I 1 I i } i W� I m+ ! { GROUND 0 C.L. j i ' — ` — _ I -- : I i� I I { tC I M { I i � I M I i ( j WQ .^- { i— Q O ' I 1 ( ! i APPROXIMATE ! I STING ! j i I a �' v W i • W d I ( ! j — ( — — _ — — — t _ ( I I I I S0.25% _ _ S=-0.25% 15=31L 42' r L-112 —7TLPOSED SOUTH FLqWIJ E --- 1 x I { I g I I I j PR(OSED SOUTH FLOWNE I i s i ! M W v j 4 v' i W J I W �! W L I I f I 1 i I i a a' 1 Q a - _ < 9+00 10+00 11+00 12+00 13+00 14+00 � < 15+0 16+00 17+00 18+00 19+00 20+00 21+00 V t4tT OWL" 22+00 s 420 418 416 414 412 410 408 406 404 402 400 420 418 416 414 412 410 408 406 404 402 400 IDENTICAL POINTS LEGEND: LEGEND (CONT.): LEGEND (CONT.): NOTES: CONSTRUCTION NOTES: EASEMENT LEGEND ABBREVIATIONS R FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: SECION AP 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND a CONSTRUCT TYPE "B CURB & GUTTER PER C.O.B. STD ST -1 30 WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF "R1-1" - STOP " A ,• , FL FLOWLINE POVC POINT ON VERTICAL CURVE "R6-10 S5-2 - END SCHOOL ZONE _ _ _ _ _ _ SECTION DESIGNATION SEWER DETAILS. KERN COUNTY LAND CO. FILED MAY 2, 1894 R6-1 -ONE WAY , " - 2 CONSTRUCT 4.5 (LOCAL STREETS)COMBINATION SIDEWALK PER C.O.B. STD DET. ON SHEET 14. j°, CL CENTERLINE BVC BEGIN VERTICAL CURVE " " W31(CA) END i02 R5-1 - DO NOT ENTER " 2 50' WIDE PACIFIC GAS &ELECTRIC CO. TOWER UNE EASEMENT PER ;t : B.C.R.ELEVELEVATION EVC END VERTICAL CARVE "R26(CA " - NO PARKING ANYTIME .W14- , - NO END SHEET MMORE 2 LOCAL STREETS - PAVEMENT IO LOCAL STREETS TO BE PER a INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) i.m4 � .C.RBEGIN CURB RETURN PI POINT � INTERSECTION "R3 -5R - RIGHT TURN ONLY W14-2 - NO OUTLET SECTI(kN � SHOWN LOCAL STREET PAVEMENT SECTION TABLE ON MEET 7. ALL y E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7" - KEEP RIGHT -R81(CA)-BIKE LANE O CURVE NUMBER FOR CURVE DESCRIPTION A.C. FOR LOCAL STREETS STREETS TO BE TYPE "B". CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S P. A88A, 2002 CASE "A" 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE ----D— STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS " " BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. �� C i 2 EC END CURVE TC TOP OF CURB ® ITEM OF WORK -SEE SCHEDULE 3. ETCHART ROAD -PAVEMENT TO BE 0.30' TYPE A A.C. OVER � CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. C�- STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PUNS 0.80' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE A 80' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER d Q.® `'^SCALE: 1" = 50' PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT ® < TAPER NUMBER - SEE TABLE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. 4 BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. ` , T µ , , , OF VERTICAL CURVE (� GRADE BREAK � STORM DRAIN JUNCTION BOX -REFER TO SEWER &STORM DRAIN PLANS 50 25 O 50 100 P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY " " 4. SNOW ROAD -PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER � NOT USED A 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PA PROPERTY UNE A.P. ANGLE POINT CONSTRUCT TYPE A CATCH BASIN WITHHER 3.5 OPENING PER PIPE SIZE 0.85' AGGREGATE BASE OVER 1.20' COMPACTED O.G. TO BE 5 PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. �— CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 7. A 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY E.P. EDGE � PAVEMENT C/G CURB AND GUTTER 4"yy UTILITY: COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. s SEWER - REFER TO SEWER & STORM DRAIN PLANS W -WATER D -DRAIN „ „ PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 6 COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. G -GAS IRR -IRRIGATION 5. COFFEE ROAD -PAVEMENT TO BE 0.45 TYPE A A.C. OVER \9 PTH-02ALKYD, i EXISTING SURVEY MONUMENT ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. S -SEWER 1.35' AGGREGATE BASE OVER 0.70' COMPACTED O.G. TO BE/7\ A 30WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. COMPACTED TO 957o RELATIVE DENSITY PER C.O.B. STD. ST -9. 1() EXISTING UTILITY POLE TO BE RELOCATED. VOLUME 29, PG. 104 OF THE MINUTE BOOKS. (CO. RD. 719) , CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 6. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5 OPENINGS PER 11 CONSTRUCT 5.5 COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTOR/ARTERIAL) A8 CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. PER C.O.B. STD. ON SHEET 7 . C.O.B. STD. D-14, UNLESS NOTED OTHERWISE " , CURB PER C.O.B. STD. DET. ST -2. 000216099245, O.R. 12 FUTURE TYPE M FURNISH & INSTALL STREET UGIT --5800 LUMEN PER C.O.B._ _ 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. A CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. STD. ST -23 AND SPECIAL PROVISION 7-86-10. — - - - -'- TRACT BOUNDARY 13 COORDINATE APPLICATION OF RELOCATION WITH CITY. FURNISH & INSTALL CHANNEUZERS AND SIGNS PER C.O.B. STD. DET. T-29. 000217112424, O.R. -a- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. PHASE BOUNDARY 14 PROPOSED 30" IRRIGATION UNE PER SEPARATE PLAN. A 20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. Know what's below. ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. 8. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE NO. 000217112425, O.R. Call before you d) EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - _ - CENTERLINE BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT FURNISH & INSTALL. INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & y dig. W. 'A EDGE OF PAVEMENT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE 15 T-34. A CITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 000217010446, O.R. is INTERCONNECT CONDUIT INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND. 16 OMHE IMS 4-3 MARKERS I STRACTHOWN HERON OFFSITE IMPROVEMENTS ARE NOT CONSTRUCTEDPRIOR TO A DCITY OF C NO BAKERSFIEL O.R.�CABL.E OFFER OF STREET DEDICATION PERTVEMEN IIIAI �ppl� 33 32 131 IWO 129 KOWA STREET TUFF STREET GRANDY STREET SEE SHEET 6 SEE SHEET 8 SEE SHEET 9 J J U U Q ~ 3w Z N ca I �Z Q I ZEs I J J Z U U co i W to Z5 �toco � NN KOWA STREET TUFF STREET GRANDY STREET SEE SHEET 6 SEE SHEET 8 SEE SHEET 9 418 416 414 412 410 408 406 404 402 400 NORTHGLEN WAY STA. 10+00.00 C.L. TO 15+56.80 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 398 - 10+25 418 416 414 412 410 408 406 404 402 400 11+00 12+00 13+00 14+00 15+00 CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.42' tn! 90100'00" I 15+00 j 10+25 11+00 12+00 { I N Fcn cn E { cn cn d d I I i � � I i i i I � cncn d� d cn-cx �! LEGEND CONT.) LEGEND (CONT. j i CONSTRUCTION NOTES: EASEMENT LEGEND I o, 't Cp I I 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND ( { Cp ( W � i > �LLJl { w ( , wl Ln T 't Lu( E i w W ( o CL ELEV IIIco Nt} d �+ ; APPR03 - DO NOT ENTER AW31(CA)" "R26(CA " - NO PARKING ANYTIME "W�i4-1" - DEAD END a_ a_ WCD 3 >_ `' ' ( �• j f N 3 I I i �• :2 APPROXIMATE GROUND0 N i I w i , I `� 1 I APPR { XIMATE STING '' o N D C.L MATE EXISTING I j + i ; GROUND �; M 4m O` M i mcn i ` W APPROXIMATE E� s-nNG I GROUN �4J ®C.L A.C. FOR LOCAL STREETS STREETS TO BE TYPE o; N z { ( ! - o - -- - --I-- { - c. m + STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS o 6 GROU D 0 C.L. I i i" m N 'o'`P Lu- ( � BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. I E END CURVE TC TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT I d• z _. h i N { ---�-- � Q¢� a. c�i� m _ + ( Ci ---I--- -� - ----�- U f i a, �i S=-0.27% - -� - (- - ; ---m-- O i >W I { I W� W 'r'� cn % tL N OF VERTICAL CURVE GB GRADE BREAK .� c; > _j4 i Do J I W{ PROP- EAS FLOWUN PROP EAST ' 5=0.2 ! i PIPE W I °- v' S=-0.2% i { I f I I { PROPOSI1) WEST OWUNE i ( PROPOSED WES1I I FLOWLINE 3 j - T - ( I 4 i Ch I S O �i FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. t I O w J I i �- I y M + I j N; f{ m y ti { J' > i w A ! OXIMATE 398 - 10+25 418 416 414 412 410 408 406 404 402 400 11+00 12+00 13+00 14+00 15+00 418 416 414 412 410 408 406 404 402 400 398 418 416 414 412 410 408 406 404 402 400 EXIST. GROUND GRANDY STREET SEE SHEET 9 III1 1 11 1111 35 34 33 32 31 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.42' tn! 90100'00" I 15+00 j 10+25 11+00 12+00 Fcn cn 15+00 ( cn" cn i ch cnCp i -1 I cn-cx �! LEGEND CONT.) LEGEND (CONT. I Z CONSTRUCTION NOTES: EASEMENT LEGEND I o, 't > I -j ( N I a`a 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND { ( W ! Cp ( W 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF i d FL j > J W , - END SCHOOL ZONE "R6-1" - ONE WAY "R5-1" - END Ln T 't Lu( E O W i KERN COUNTY LAND CO. FILED MAY 2, 1894 CL ELEV IIIco Nt} d - DO NOT ENTER AW31(CA)" "R26(CA " - NO PARKING ANYTIME "W�i4-1" - DEAD END a_ a_ i ( �• j f N 3 I I i �• :2 APPROXIMATE GROUND0 N i I w i , I `� 1 I APPR { XIMATE STING '' o N D C.L ,,, (STING ( " w 1 j o I LOCAL STREET PAVEMENT SECTION 7. ALL "B". AWN GROUND M 4m O` M i mcn I W N - - - -0-�- -� -� - ! - - mN A.C. FOR LOCAL STREETS STREETS TO BE TYPE " " CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 CASE A o - -- - --I-- Cp Nt - c. m + STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK -SEE SCHEDULE 3. t- 'o'`P Lu- T- I BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. m C3 END CURVE TC TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS d• I I I S=0.25 � Q¢� a. c�i� 1 j i { f i a, �i S=-0.27% I - Z >W co { I W� d OF VERTICAL CURVE GB GRADE BREAK .� c; > _j4 i Do J I W{ PROP- EAS FLOWUN PROP EAST FLOWLINE ( I PIPE W I O7 i # j 25' O' 50' 100' 't i i oCp tet; Q Q m 1 J W i 0 � 3 j - T - ( _ 4 i Ch co tp i S O �i FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. t I O w J I 418 416 414 412 410 408 406 404 402 400 398 418 416 414 412 410 408 406 404 402 400 EXIST. GROUND GRANDY STREET SEE SHEET 9 III1 1 11 1111 35 34 33 32 31 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.42' 20.00' 90100'00" STATIONING TABLE STA. "A": q INTERSECTION STA. 12+78.40 C.L. NORTHGLEN WAY CL = STA. 16+61.38 C.L. IUFF STREET CL STA. "B": q INTERSECTION STA. 12+78.40 C.L. RANGLEY WAY CL = STA. 14+96.38 C.L. ESTES PARK CL to 1* !a 4.50' 6.00' LID TO BE 1/4" STEEL PL Ito FASTENED TO CMP WITH �z 3/8" RIVETS, SPOT WELD,1:3 i LU OR TACK WELD AT 1/8 POINTS OR BETTER. I zn¢ `P 403.70' OPENING 1 �Ny- � ' 6# PROVIDE 2 - 8"x16" OPENINGS ON ' OPPOSITE SIDES FACING NORTH AND SOUTH WITH 1/2" DIAMETER BARS ' SPACED NOT MORE THAN 2" O.C. 00C 42"0 ' N . W' Z GROUT VARIES PROPOSED 30" RCP PIPE P.C.C. BASE 4.5' TEMPORARY INLET STRUCTURE SCALE: 1"=3' ESTES PARK WAY SEE SHEET 10 CREEDE STREET SEE SHEET 12 IIIiT�o11N GRANDY STREET ESTES PARK WAY CREEDE STREET SEE SHEET 9 SEE SHEET 10 SEE SHEET 12 420 418 416 414 412 410 408 406 404 402 400 RANGLEY WAY STA. 10+00.00 C.L. TO 15+56.80 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10+25 420 418 416 414 412 410 408 406 404 402 400 11+00 12+00 13+00 14+00 15+00 398 I 398 10+25 11+00 12+00 m 13+00 14+00 15+00 10+25 11+00 12+00 13+00 14+00 15+00 ( cn" cn i ( I cn-cx �! LEGEND CONT.) LEGEND (CONT. I Z CONSTRUCTION NOTES: EASEMENT LEGEND ABBREVIATIONS R1-1 -°- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOPA "S5-2" I a`a 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND �1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 A 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF FL FLOWLINE POVC POINT ON VERTICAL CURVE CENTERLINE BEGIN CURVE , - END SCHOOL ZONE "R6-1" - ONE WAY "R5-1" - END Ln _ _ _ SECTION DESIGNATION ( O CONSTRUCT 4.5' (LOCAL STREETS)COMBINATION SIDEWALK PER C.O.B. STD DET. ON SHEET 14. i KERN COUNTY LAND CO. FILED MAY 2, 1894 CL ELEV ( - DO NOT ENTER AW31(CA)" "R26(CA " - NO PARKING ANYTIME "W�i4-1" - DEAD END a_ a_ i I i 3 O N i I ( ( N� B.C.R. M eh I h{ ui LOCAL STREET PAVEMENT SECTION 7. ALL "B". Of I Do E.C.R. Lo od i I O f A.C. FOR LOCAL STREETS STREETS TO BE TYPE " " CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 CASE A o 50 WIDE PACIFIC GAS &ELECTRIC CO. TOWER LINE EASEMENT PER Cp Nt o c. - STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK -SEE SCHEDULE 3. t- 'o'`P i- i BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. m C3 END CURVE TC TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS d• j too� d - ® SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. 0 { ` E - Z >W co { I W� d OF VERTICAL CURVE GB GRADE BREAK .� c; > _j4 i Do J I W{ i J ( N ; d. POINT ON CURVE R/W RIGHT-OF-WAY4. PROPERTY LINE A.P. ANGLE POINT ( I PIPE W I O7 i # j 25' O' 50' 100' 't i I oCp tet; Q Q m 1 J W i 0 � 3 j - T - ( _ 4 i Ch co tp i S O �i FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. t I O w J I i �- I y M + I j N; f{ m y ti { J' > i w A ! OXIMATE STING } I i! �d d ! ( A `PROXIMA EXISTING I i---r--lr- m N r-( o a U ' W, w GR01 ND 0 Gtr 1p c? ---}- o+ �-- j r �' `., GROUND 0 C.L. " ¢ I �' Q( �- CD o w ( z o o z ; co � - - (_ t- N C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 12 FUTURE TYPE "M" CURB PER C.O.B. STD. DET. ST -2. 0002160992459 O.R. J --C>- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B.7. I U3 cni+ cn N - - - 0 CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. N0. ,. E I I - - ; m fcn COORDINATE APPLICATION OF RELOCATION WITH CITY. 13 FURNISH & INSTALL CHANNEUZERS AND SIGNS PER C.O.B. STD. DET. T-29. 0002171124249 O.R. m` ED FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. PHASE BOUNDARY 14 PROPOSED 30" IRRIGATION LINE PER SEPARATE PLAN. 20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. r eq CfV1' � ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED.NE 8. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE NO. 0002171124259 O.R. +K 1cn _ BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT 15 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & ,, Y A/ Z/ EDGE PAVEMENT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE T-34. © CITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. Q t 10� V tt�T I D Alin` � s=o. � a cn } SIGN WITH CONSTRUCTION OF ADJACENT PHASE. ( 000217010446, O.R. ! I ( S=0.30 x a N INTERCONNECT CONDUIT S=D. 82 ii { INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND OM4-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TOCITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER I_ S=0. 30 n- cn ! I i ( _ PROPOSED EAS FLOWIJN { { I SED__WE ! k THE IMPROVEMENTS SHOWN HEREIN. PROP I i PROPOSED WEST FLOWLI 4E 17 FURNISH & INSTALL TEMPORARY INLET STRUCTURE, DETAIL ON SHEET 11 WITH PHASE 4 t I i I 10+25 420 418 416 414 412 410 408 406 404 402 400 11+00 12+00 13+00 14+00 15+00 420 418 416 414 412 410 408 406 404 402 400 420 418 416 414 412 410 408 406 404 402 400 U F- � W � N J 4P ,caW W r U U q M n � A d+• cc t< nN 398 398 10+25 11+00 12+00 m 13+00 14+00 15+00 10+25 11+00 12+00 13+00 14+00 15+00 N LEGEND: LEGEND CONT.) LEGEND (CONT. cnAni Z CONSTRUCTION NOTES: EASEMENT LEGEND ABBREVIATIONS R1-1 -°- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOPA "S5-2" I a`a 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND �1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 A 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF FL FLOWLINE POVC POINT ON VERTICAL CURVE CENTERLINE BEGIN CURVE , - END SCHOOL ZONE "R6-1" - ONE WAY "R5-1" - END Ln _ _ _ SECTION DESIGNATION ( O CONSTRUCT 4.5' (LOCAL STREETS)COMBINATION SIDEWALK PER C.O.B. STD DET. ON SHEET 14. i KERN COUNTY LAND CO. FILED MAY 2, 1894 CL ELEV BVC VERTICAL ELEVATION EVC END VERTICAL CURVE - DO NOT ENTER AW31(CA)" "R26(CA " - NO PARKING ANYTIME "W�i4-1" - DEAD END a_ a_ i I i 3 O ( ( ( B.C.R. ( " W14-2 - NO OUTLET R3 -5R - RIGHT TURN ONLY LOCAL STREET PAVEMENT SECTION 7. ALL "B". Of Do E.C.R. Lo I O f A.C. FOR LOCAL STREETS STREETS TO BE TYPE 4 O " " CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 CASE A o 50 WIDE PACIFIC GAS &ELECTRIC CO. TOWER LINE EASEMENT PER I o c. - STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK -SEE SCHEDULE 3. t- 'o'`P i- i BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. EC PIVC END CURVE TC TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS d• I too� d - ® SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. 0 80' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. - TAPER NUMBER - SEE TABLE d OF VERTICAL CURVE GB GRADE BREAK 9j c; > _j4 i Do J I W{ SCALE: 1 " = 50' P.O.C. PA POINT ON CURVE R/W RIGHT-OF-WAY4. PROPERTY LINE A.P. ANGLE POINT 7r CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER PIPE SNOW ROAD - PAVEMENT TO BE 0.45 TYPE "A" A.C. OVER 0.85' AGGREGATE BASE OVER 1.20' COMPACTED O.G. TO BE O7 aW J m °)c5i 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271 PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). 50' 25' O' 50' 100' EP. EDGE OF PAVEMENT C/G CURB AND GUTTER C5 o, + ( - > i ; , M � 3 j - T - ( d Wim .2 m+ + 0 Q i Ch co +i to a [ �i FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. { j i �- Lo J cn i � � € ¢ , W APPROXIMATE J � W ( E STING d7 o APPROXIMATE GROU E D0C.L. XISTNG W j ui 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. �d ! �� ¢ d o- # �o i ¢ I i---r--lr- m N SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 1p EXISTING UTILITY POLE TO BE RELOCATED. ---}- _ * f ., a �-- I 18 BOTTOM WIDTH DRIVEWAY W/3 WINGS -�_z.:�- 6. ALL CATCH BASINS TO BE TYPE A WITH 3.5 OPENINGS PER 11 CONSTRUCT 5.5 COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTOR/ARTERIAL) CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. N0. ti +CONSTRUCT FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. PER C.O.B. STD. ON SHEET 7 . C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 12 FUTURE TYPE "M" CURB PER C.O.B. STD. DET. ST -2. 0002160992459 O.R. J --C>- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B.7. I ui cn N ALL POWER POLES TO BE RELOCATED UNDERGROUND. 0 CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. N0. ,. E I I - - ; m fcn COORDINATE APPLICATION OF RELOCATION WITH CITY. 13 FURNISH & INSTALL CHANNEUZERS AND SIGNS PER C.O.B. STD. DET. T-29. 0002171124249 O.R. ED FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. PHASE BOUNDARY 14 PROPOSED 30" IRRIGATION LINE PER SEPARATE PLAN. 20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. r eq CfV1' � ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED.NE 8. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE NO. 0002171124259 O.R. +K - EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS _ BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT 15 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & ,, Y A/ Z/ EDGE PAVEMENT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE T-34. © CITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. Q t 10� V tt�T I D Alin` � s=o. � a cn } SIGN WITH CONSTRUCTION OF ADJACENT PHASE. ( 000217010446, O.R. ! I ( S=0.30 x a N INTERCONNECT CONDUIT I ii { INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND OM4-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TOCITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER _ R { i ( _ I %( I I PROPOSED EAS FLOWIJN THE IMPROVEMENTS SHOWN HEREIN. PROP EAST R I OWUNE } 17 FURNISH & INSTALL TEMPORARY INLET STRUCTURE, DETAIL ON SHEET 11 WITH PHASE 4 t I i I 420 418 416 414 412 410 408 406 404 402 400 420 418 416 414 412 410 408 406 404 402 400 U F- � W � N J 4P ,caW W r U U q M n � A d+• cc t< nN CONSTRUCTION & REMOVE WITH PHASE 5 CONSTRUCTION. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AT 18 PHASE/TRACT BOUNDARY. REMOVE & SALVAGE WITH THE CONSTRUCTION OF ADJACENT PHASE } 398 398 10+25 11+00 12+00 m 13+00 14+00 15+00 10+25 11+00 12+00 13+00 14+00 15+00 N LEGEND: LEGEND CONT.) LEGEND (CONT. NOTES: Z CONSTRUCTION NOTES: EASEMENT LEGEND ABBREVIATIONS R1-1 -°- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOPA "S5-2" SECTION 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND �1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 A 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF FL FLOWLINE POVC POINT ON VERTICAL CURVE CENTERLINE BEGIN CURVE - END SCHOOL ZONE "R6-1" - ONE WAY "R5-1" - END Ln _ _ _ SECTION DESIGNATION SEWER DETAILS. O CONSTRUCT 4.5' (LOCAL STREETS)COMBINATION SIDEWALK PER C.O.B. STD DET. ON SHEET 14. KERN COUNTY LAND CO. FILED MAY 2, 1894 CL ELEV BVC VERTICAL ELEVATION EVC END VERTICAL CURVE - DO NOT ENTER AW31(CA)" "R26(CA " - NO PARKING ANYTIME "W�i4-1" - DEAD END 2 SHEET WHERE SECTION IS SHOWN 2. LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER TABLE ON SHEET 3 O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 0 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BK. 6191 , PG. 1057 O.R. (APPROX. LOCATION) B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION " W14-2 - NO OUTLET R3 -5R - RIGHT TURN ONLY LOCAL STREET PAVEMENT SECTION 7. ALL "B". Of E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE " "R81 CA - BIKE LANE "R4-7" -KEEP RIGHT -R81(CA)- O CURVE NUMBER FOR CURVE DESCRIPTION A.C. FOR LOCAL STREETS STREETS TO BE TYPE 4 O " " CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 CASE A 0 50 WIDE PACIFIC GAS &ELECTRIC CO. TOWER LINE EASEMENT PER BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE - - STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK -SEE SCHEDULE 3. " " ETCHART ROAD -PAVEMENT TO BE 0.30 TYPE A A.C. OVER O CONSTRUCT 6 BLOCK WALL PER WALL CONSTRUCTION PLANS. BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. EC PIVC END CURVE TC TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 0.80' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ® SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. 0 80' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. 1 O TAPER NUMBER - SEE TABLE OF VERTICAL CURVE GB GRADE BREAK 9j STORM DRAIN JUNCTION BOX - REFER TO SEWER & STORM DRAIN PLANS SCALE: 1 " = 50' P.O.C. PA POINT ON CURVE R/W RIGHT-OF-WAY4. PROPERTY LINE A.P. ANGLE POINT 7r CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER PIPE SNOW ROAD - PAVEMENT TO BE 0.45 TYPE "A" A.C. OVER 0.85' AGGREGATE BASE OVER 1.20' COMPACTED O.G. TO BE O7 NOT USED 5 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271 PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). 50' 25' O' 50' 100' EP. EDGE OF PAVEMENT C/G CURB AND GUTTER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. l- 4"W SIZE UTILITY: COMPACTED TO 95� RELATIVE DENSITY PER C.O.B. STD. ST -9. ® CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 7. 6 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY © FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. S SEWER - REFER TO SEWER & STORM DRAIN PLANS W -WATER D -DRAIN 5. COFFEE ROAD - PAVEMENT TO BE0.45' TYPE "A" A.C. OVER O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. @o EXISTING SURVEY MONUMENT 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. G -GAS IRR -IRRIGATION S -SEWER 1.35 AGGREGATE BASE OVER 0.709 COMPACTED O.G. TO BE PTH-02ALKYD.IF, Q A 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER E} � %� < FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 1p EXISTING UTILITY POLE TO BE RELOCATED. VOLUME 29, PG. 104 OF THE MINUTE BOOKS. (CO. RD. 719) _ * f ., a �-- 18 BOTTOM WIDTH DRIVEWAY W/3 WINGS 6. ALL CATCH BASINS TO BE TYPE A WITH 3.5 OPENINGS PER 11 CONSTRUCT 5.5 COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTOR/ARTERIAL) CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. N0. ti +CONSTRUCT FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. PER C.O.B. STD. ON SHEET 7 . C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 12 FUTURE TYPE "M" CURB PER C.O.B. STD. DET. ST -2. 0002160992459 O.R. J --C>- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B.7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. 0 CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. N0. ,. E STD. ST -23 AND SPECIAL PROVISION 7-86-10. -'- - - - - - - - TRACT BOUNDARY COORDINATE APPLICATION OF RELOCATION WITH CITY. 13 FURNISH & INSTALL CHANNEUZERS AND SIGNS PER C.O.B. STD. DET. T-29. 0002171124249 O.R. ED FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. PHASE BOUNDARY 14 PROPOSED 30" IRRIGATION LINE PER SEPARATE PLAN. 20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. r eq CfV1' � ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED.NE 8. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE NO. 0002171124259 O.R. +K - EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS _ BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT 15 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & ,, Y A/ Z/ EDGE PAVEMENT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE T-34. © CITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. Q t 10� V tt�T I D Alin` SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 000217010446, O.R. is INTERCONNECT CONDUIT 16 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND OM4-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TOCITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER _ R THE IMPROVEMENTS SHOWN HEREIN. DOC. NO. 217153620, O.R.D :z n U 17 FURNISH & INSTALL TEMPORARY INLET STRUCTURE, DETAIL ON SHEET 11 WITH PHASE 4 CONSTRUCTION & REMOVE WITH PHASE 5 CONSTRUCTION. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AT 18 PHASE/TRACT BOUNDARY. REMOVE & SALVAGE WITH THE CONSTRUCTION OF ADJACENT PHASE } m N Z 0 Ln W Of 0 THORNTON WAY SEE SHEET 16 ( LIN I jI I 42 Q0 z 0 41 z � I Q � w � 40 z � w TRACT BOUNDARY LmN g �P * o CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.42' 20.00' 90'00'00" C2 35.00' 27.13' 14.29' 44'24'55" C3 42.00' 197.06' 42.87' 268'49'50" 422 420 418 416 414 412 410 408 406 404 402 1 1 I I 1 I 1 I I 1 1 I 1 I 1 I 1 I 1 f I I i I PHASE 8 1 I I I I I I f t 1 CREEDE STREET STA. 10+00.00 C.L. TO 20+53.27 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL f , ! 422 ---1- 420 i > 418 W W m 416 N Q + l p+a+- �, 414 C3 I m� 412 ! I I 410 i l 408 -- ! 406 I I f 404 402 20+00 21+00 21+50 420 418 �v �� � I 416 Q W ! W W IN®� � 414 La 0; I� o+ I p Of I N _ � G� N I { - 412 C6 cn 0.5117) 410 1 ! 408 ! i I 406 I , 404 i I ! I ! 402 400 20+00 21+00 21+50 10+25 11+00 420 418 416 414 412 410 408 406 404 402 400 12+00 13+00 14+00 15+00 16+00 17+00 Mir 19+00 II i j o_ -I tci p 1 ! y zo ! I i i ILLJ 55 I !tc) i i I { i > I d a W I { j I 7 i W ,j I i I I { �LLJ I w W- ! w W W Y,; I i i W { i i ! �- ! --� -C41 Of -c, > I LL; ! ! i 0 ( o . M f I I I ( i w � m � i i I (( AIPROXIMA 1 EXISTI 1 cft r Y M ! W �- Y Q 1"o - m + ft, en i C> II I ! ( ( , , I i ! ( LLJ i _ - I m 1 �- r I m± 4 I ! 4 - - - i I W o j { cr:-� c > ¢ c3 �Q a 4i v~i I j _ -� i i `'' W _�- ± ( ( i APPR IMATE ENISTING I ; - _ - - _ -i - - - - _ ! I - - - - ! 00 ¢ ! GROU 0C.L mci_-� _ - - -I AP ROXIMA EXISTING i I jS=0.54% - Ui w ( { ----mcn--i�,ic j cn GROUND 0 C.L. wcn + L=31.4 L=31.42 S=0.68 TPROPi ( ! 1 o S=-0.5,57.$=1.27% SOUTH Ft0 E S=0.54%1 t € I !Ui moo !�'� ----- QI 6 --- -T } I -t7 { PROISOSED SOI ITH FLOM INE I I > > jWJ I j j ,I J�-j W W I _ i DPb EN -Lr IVVR �7 f L0 "� I i ti S=-0.1 y, S /b I l 10+25 11+00 420 418 416 414 412 410 408 406 404 402 400 12+00 13+00 14+00 15+00 16+00 17+00 Mir 19+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 mIlff, IDENTICAL POINTS LEGEND: LEGEND (CONT.): LEGEND (CONT.) NOTES: CONSTRUCTION NOTES: EASEMENTEL GEND ABBREVIATIONS R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: SECTION -� "R1-1" - STOP D 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 0 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF FL FLOWUNE POVC POINT ON VERTICAL CURVE "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE _ _ _ SECTION DESIGNATION SEWER DETAILS. KERN COUNTY LAND CO. FILED MAY 2 1894 CL CENTERLINE BVC BEGIN VERTICAL CURVE " " "W31(CA)" - END CONSTRUCT 4.5' (LOCAL STREETS)COMBINATION SIDEWALK PER C.O.B. STD DET. ON SHEET 14. ,R5-1 ADO NOT ENTER "W14-1" - DEAD END SHEET Wr1ERE 2. LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER Q 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER B.C.R.ELEVELEVATION EVC END VERTICAL CURVE R26(CA NO PARKING ANYTIME O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) .C.RBEGIN CURB RETURN PI POINT OF INTERSECTION "R3-5R'� -RIGHT TURN ONLY AW14-2"„ NO OUTLET SECTION � SHOtMI LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7" - KEEP RIGHT R81(CA) - BIKE LANE O CURVE NUMBER FOR CURVE DESCRIPTION A.C. FOR LOCAL STREETS STREETS TO BE TYPE "B". ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 CASE "A" 0 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER SCALE: 1 " = 50' BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE ----D- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. EC END CURVE TC TOP OF CURB ITEM OF WORK -SEE SCHEDULE 3. ETCHART ROAD -PAVEMENT TO BE 0.30 TYPE A A.C. OVER # O CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. 50' 25' O' S0' 100' ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 0.80' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE 0 80' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT 1 TAPER NUMBER - SEE TABLE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. OF VERTICAL CURVE GB GRADE BREAK a STORM DRAIN JUNCTION BOX - REFER TO SEWER & STORM DRAIN PLANS O P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY *A7 , OPENING PER 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE 'A" A.C. OVER O7 NOT USED Q 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, CONSTRUCT TYPE CATCH BASIN WITH 3.5 ' ' 0.85AGGREGATE BASE OVER 1.20COMPACTED O.G. TO BE PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). PA PROPERTY UNE A.P. ANGLE POINT C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. PIPE SIZE ®CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 7. E.P. EDGE OF PAVEMENT C/G CURB AND (ATTER 4 W - UTILITY: COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. s SEWER - REFER TO SEWER & STORM DRAIN PLANS W -WATER D -DRAIN , O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 6 COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. G -GAS IRR -IRRIGATION 5. COFFEE ROAD - PAVEMENT TO BE 0.45 TYPE A, A.C. OVER 9 PTH-02AL.KYD. , © EXISTING SURVEY MONUMENT SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. S -SEWER 1.35' AGGREGATE BASE OVER 0.70' COMPACTED O.G. TO BE ©A 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. COMPACTED TO 957. RELATIVE DENSITY PER C.O.B. STD. ST -9. 10 EXISTING UTILITY POLE TO BE RELOCATED. VOLUME 29, PG. 104 OF THE MINUTE BOOKS. (CO. RD. 719) + FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. T -t. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 6. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5 OPENINGS PER 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTOR/ARTERIAL) A CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. PER C.O.B. STD. ON SHEET 7 . C.O.B. STD. D-14, UNLESS NOTED OTHERWISE , 000216099245, O.R. 12 FUTURE TYPE M CURB PER C.O.B. STD. DET. ST -2. C:' FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. 0 CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. STD. ST -23 AND SPECIAL PROVISION 7-86-10. - - "' - - - - -" TRACT BOUNDARY ORDINATE APPLICATION OF RELOCATION NTH CITY. 13 FURNISH & INSTALL CHANNELIZERS AND SIGNS PER C.O.B. STD. DET. T-29. 000217112424, O.R. -E- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. PHASE BOUNDARY 14 PROPOSED 30" IRRIGATION LINE PER SEPARATE PLAN.20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. Know what's below. ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. 8. INSTAL_ W-31(CA) SIGN WITH x+14-3 MARKER AT THE PHASE A NO. 000217112425, O.R. dig. C111 before d� EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - - CENTERLINE BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT 15 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & Y (� 'lo Al EDGE OF PAVEMENT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE O T-34. A CITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. SIGN WITH CONSTRUCTION OF ADJACENT PHASE. INSTTYPE III )) 000217010446, O.R. (c INTERCONNECT CONDUIT 16 OM4A3 A MARKERS IFRTRACTT 7264 CALTRANS AW-31(CA) IMPROVEMENTS ARE NOT CONSTRUCTED OR TO D A CITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER THE IMPROVEMENTS SHOWN HEREIN. DOC. NO. 217153620, O.R. - R II i j o_ -I tci p o M cNc y zo ! I i i ILLJ 55 !tc) ! I { i > I d a W I { j I 7 i W ,j I i ! i j { �LLJ I w W- ! w W W Y,; I i i { ! �- ! --� > I LL; ! ! i 0 ( o . M f I I I ( i w � m � i i I (( AIPROXIMA 1 EXISTI r �- m + i .97 W ! LLJ _ - I 1 �- r 4 - - - i I I o j { cr:-� c > ¢ c3 �Q a 4i v~i ! _ -� -i- i ± ( ( i APPR IMATE ENISTING I ; - _ - - _ -i - - - - _ ! I i ! ! GROU 0C.L mci_-� _ - - -I I I i I jS=0.54% { ----mcn--i�,ic wcn L=31.4 L=31.42 S=0.68 TPROPi ( ! 1 ! S=-0.5,57.$=1.27% SOUTH Ft0 E € I !Ui moo !�'� QI } I { PROISOSED SOI ITH FLOM INE I I > > jWJ J�-j W W I W i I ;lilt 11+00 12+00 13+00 14+00 15+00 16+00 17+00 mIlff, IDENTICAL POINTS LEGEND: LEGEND (CONT.): LEGEND (CONT.) NOTES: CONSTRUCTION NOTES: EASEMENTEL GEND ABBREVIATIONS R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: SECTION -� "R1-1" - STOP D 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 0 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF FL FLOWUNE POVC POINT ON VERTICAL CURVE "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE _ _ _ SECTION DESIGNATION SEWER DETAILS. KERN COUNTY LAND CO. FILED MAY 2 1894 CL CENTERLINE BVC BEGIN VERTICAL CURVE " " "W31(CA)" - END CONSTRUCT 4.5' (LOCAL STREETS)COMBINATION SIDEWALK PER C.O.B. STD DET. ON SHEET 14. ,R5-1 ADO NOT ENTER "W14-1" - DEAD END SHEET Wr1ERE 2. LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER Q 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER B.C.R.ELEVELEVATION EVC END VERTICAL CURVE R26(CA NO PARKING ANYTIME O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) .C.RBEGIN CURB RETURN PI POINT OF INTERSECTION "R3-5R'� -RIGHT TURN ONLY AW14-2"„ NO OUTLET SECTION � SHOtMI LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7" - KEEP RIGHT R81(CA) - BIKE LANE O CURVE NUMBER FOR CURVE DESCRIPTION A.C. FOR LOCAL STREETS STREETS TO BE TYPE "B". ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 CASE "A" 0 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER SCALE: 1 " = 50' BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE ----D- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. EC END CURVE TC TOP OF CURB ITEM OF WORK -SEE SCHEDULE 3. ETCHART ROAD -PAVEMENT TO BE 0.30 TYPE A A.C. OVER # O CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. 50' 25' O' S0' 100' ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 0.80' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE 0 80' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT 1 TAPER NUMBER - SEE TABLE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. OF VERTICAL CURVE GB GRADE BREAK a STORM DRAIN JUNCTION BOX - REFER TO SEWER & STORM DRAIN PLANS O P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY *A7 , OPENING PER 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE 'A" A.C. OVER O7 NOT USED Q 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, CONSTRUCT TYPE CATCH BASIN WITH 3.5 ' ' 0.85AGGREGATE BASE OVER 1.20COMPACTED O.G. TO BE PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). PA PROPERTY UNE A.P. ANGLE POINT C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. PIPE SIZE ®CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 7. E.P. EDGE OF PAVEMENT C/G CURB AND (ATTER 4 W - UTILITY: COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. s SEWER - REFER TO SEWER & STORM DRAIN PLANS W -WATER D -DRAIN , O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 6 COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. G -GAS IRR -IRRIGATION 5. COFFEE ROAD - PAVEMENT TO BE 0.45 TYPE A, A.C. OVER 9 PTH-02AL.KYD. , © EXISTING SURVEY MONUMENT SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. S -SEWER 1.35' AGGREGATE BASE OVER 0.70' COMPACTED O.G. TO BE ©A 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. COMPACTED TO 957. RELATIVE DENSITY PER C.O.B. STD. ST -9. 10 EXISTING UTILITY POLE TO BE RELOCATED. VOLUME 29, PG. 104 OF THE MINUTE BOOKS. (CO. RD. 719) + FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. T -t. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 6. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5 OPENINGS PER 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTOR/ARTERIAL) A CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. PER C.O.B. STD. ON SHEET 7 . C.O.B. STD. D-14, UNLESS NOTED OTHERWISE , 000216099245, O.R. 12 FUTURE TYPE M CURB PER C.O.B. STD. DET. ST -2. C:' FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. 0 CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. STD. ST -23 AND SPECIAL PROVISION 7-86-10. - - "' - - - - -" TRACT BOUNDARY ORDINATE APPLICATION OF RELOCATION NTH CITY. 13 FURNISH & INSTALL CHANNELIZERS AND SIGNS PER C.O.B. STD. DET. T-29. 000217112424, O.R. -E- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. PHASE BOUNDARY 14 PROPOSED 30" IRRIGATION LINE PER SEPARATE PLAN.20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. Know what's below. ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. 8. INSTAL_ W-31(CA) SIGN WITH x+14-3 MARKER AT THE PHASE A NO. 000217112425, O.R. dig. C111 before d� EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - - CENTERLINE BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT 15 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & Y (� 'lo Al EDGE OF PAVEMENT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE O T-34. A CITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. SIGN WITH CONSTRUCTION OF ADJACENT PHASE. INSTTYPE III )) 000217010446, O.R. (c INTERCONNECT CONDUIT 16 OM4A3 A MARKERS IFRTRACTT 7264 CALTRANS AW-31(CA) IMPROVEMENTS ARE NOT CONSTRUCTED OR TO D A CITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER THE IMPROVEMENTS SHOWN HEREIN. DOC. NO. 217153620, O.R. - R THORNTON WAY SEE SHEET 16 I I I I 91 I I I I I I I1 �, 4 �PNAS t5 1 � � PHASE 8 R ;Zv W 20'. , Cl 3' 3 6 7 8 10 12 13 I14 15 I16 17 I18 19 I20 21 I 22 23o 24 W 4 �z I .M p _i _i � _i _i _i _i _i � U * { W V j oo I� -11 ,� -�I � -'I ,� -'I � -'I -'I -'I -'I ,� -'I JI i -'I -'1 JI JI -'I -'I I-' U 1+-w �I -' o I Q Q " W o Qz oom 1 Cl00 Cl ``I ``I ``I ``I ``I ``I ``I ``I ``I ``I ``I ``I ``I ``I ``I ``I I`` OOroL < o O o O O O o 0 o ai v I { NO O cb O O 0 p O S O (D O S O S O O O O O O O O O O 00 C3 O O O O If)IffMlO Y J —{-- c� m� 1 I vZ ++ � 6 � � � � If) 0)��m�I w ,a m z o >- o O O > O O >- O >- O >- O O O O o In 00 Q� O) QO t17I QUj OI Q If)1 QO pI Q" �I Qp OI QM Irjl Q OI Q� If) Q" O QM M QM OI Qcfl �I Qd- OI Q� Irjl QM 10 Q00 ++O+d' >-� cr p I { I N JJ' ( I r + O d } O =i F to =i+ 'S O 'S+ N �+ ?i+ M 'S+ 00 �+ �+ s+ to 'S+ O =i+ O =i+ �'+ �+ rnOO��' Qt17 d 1 I p + + ...F N + N + M + d' + d' �" + to IA Ci) t� tD t>D � r r Z r +i.� I J > r t' -t + + W + + W + W + + W + W I � { W vv of �� �I �� �1� �I� M1�-'� M1� d 1 �� d 1 -�`' �1 >� Inl �� mI >� of �� �I >� m1 >� ml �P rnl >� Irn >� I of wo ci<t 0271) I li W { --' -pOO UQQ D r D D D D r D r D r r D D r D r 0: r D r m r 0: >" etd I oar 1 ,yic~nc~n oQ I oQ I oQ I oQ I Q oQ I oQ I in I oQ I o¢ I oQ I oQ I oQ I oQ I oQ I Q t� oQ I oQ I o¢ I oQ v��ciFN x �+ + I { s I I 1" ¢ F ¢ F ¢ F e F d R/iW ¢ F ¢ � ¢ F ¢cf) F d � ¢ F ¢ F e ¢ F ¢ F % ¢ F ¢ F Gti to to oo cn •I o ¢ z Nr I n U O oo to F- to F- to F- to tF�- ( to F- to F- to F- to to to FV-� I to F- to � to F- cn tom' to F- to R F- to F- to ¢1 O U)++; j� to tn� - NJ---�'-- N - N�- N - ��- --�-- N �I - N --�- N --N--- IN - N Ut ►Q -t¢ 1+' 1 o _ Z O r FI I I �l� { cV 4 g"c"I f13 g 1 2 0 0 „ 8 (TYP.) 8"S o 8 (IYP.) 2 1 8"g ; C2 _' , , N t-- I— S S S S S S S SU Li S h \\ I Q _ _ _ I 1 4 11+00 12+00 2 1 ! 13+00 8 TYP. o 0 14+00 S89"11 29 E 995.50 15+00 16+00 17f 2 1 0 0 18+00 ' () 8 19+K}0 QO Cl I I TO BE CONSTRUCTED WITH PHASE 7 ( ) 3 1 1 " M " M W 2 ��..�� �� �� �� ��� �� —_ _ I { W I 3 e-' >-� >� >� >� >� a I w ��� �¢ R/W ¢� �Q� ¢��¢� ¢� ¢� ¢� ¢� ¢� ¢W W R/W �� �� ¢� W _2� I 1 s 1 {{ w o W o w O W o w o o w o w o w o w o w o w o w o w o W o w o Q ►- d W > H >o to >o of �S of >o of >o OI o OI �S of >o of >o of �o of >o of >o OI >o OI >o to >o of >o oI 3� (� �' In ¢� A , J (w �, O� t� <Y O tb D to N D O) ci) M D O D t� D d D x tb of to W p N > Ml I �� W Z R/W 1 t» ,°� T o� to olri <rl oai of oa; cfll 4o I oM �1 0^ MI o coI oM dI o� of o ml o� 1 0� �I 4� IM o� aol Qo dI >o Cl I+ �� of >N t_ \I I �S W �__ ___i g o + o + + + + + + + + + + + + + + + Clo a, rn + + 41 + " +40 " 39 + M +38 M 37 +36 35 + +34 33 + +32 31 + + 29 + + " 27 26 J \ O M M d' d- M to O to tD 0) N + + d- N 43 I� X42 �I �I �I I �I I �I I �I I �I I �3o I I CO+ Y I N �I + Clo z , ;�Ld rQ ¢ ¢ rQ e rQ ¢ rQ ¢ r¢ a rQ- ¢ ¢ ¢ rQ- ¢ � ¢ rQ- ¢ � ¢ r¢- ¢ rQ- ¢ r¢- �' ¢ v u: rQ-• O N I QEn A NI I_ 1 �' N IN N N cn c~n cn cn cin v' vr-i cn cin cn C/)i cn U)i v' C/)i v' U)i cn C/)i v' U) cn N N N N Q .� Q o �N n I N 25 1 2' , 2' 3' 93' THORNTON WAY SEE SHEET 16 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 480.00' 138.83' 69.90' 16'3417" C2 520.00' 150.40' 75.73' 16'34'17" C3 1 500.00' 144.61' 72.81' 16'34'17" 422 420 418 416 414 412 410 408 406 404 F w v U- � �TtsM�} ¢ d I� o I+� Uj 40 I z IN { � Q + }- INN +I IQ N�{ EASEMENT LEGEND ¢� I w N to I I ABBREVIATIONS ' I I BASALT STREET STA. 10+00.00 C.L. TO 21+83.86 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10+25 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 422 420 418 416 414 412 410 408 406 I 404 22+00 ,z 94" 9 " LEGEND (.CONT.) LEGEND (CONT.) NOTES: CONSTRUCTION NOTES: EASEMENT LEGEND ABBREVIATIONS R1-1 -�- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP "S5-2" SEC11ON A 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND O " . CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD ST -1A , 30 WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF FL FLOWLINE POVC POINT ON VERTICAL CURVE CENTERLINE BEGIN CURVE - END SCHOOL ZONE "R5-1" - ONE WAY *W31(CA)" - END _ _ SECTION DESIGNATION SEWER DETAILS. O CONSTRUCT 4.5 (LOCAL STREETS)COMBINATION SIDEWALK PER C.O.B. STD DET. ON SHEET 14. KERN COUNTY LAND CO. FILED MAY 2, 1894 CL ELEV BVC VERTICAL ELEVATION EVC END VERTICAL CURVE R5-1 - DO NOT ENTER , , "R26 CA " - NO PARKING ANYTIME W14-1 -DEAD END ( "W14-2' 2 SHEET WHERE SECnON IS SHOWN 2. LOCAL STREETS -PAVEMENT FOR LOCAL STREETS TO BE PER SECTION ON SHEET ALL g o INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 2 0 50' WIDE PACIFIC GAS &ELECTRIC CO. TOWER UNE EASEMENT PER BK. 6191 PG. 1057 O.R. (APPROX. LOCATION ( ) B.C.R. CURB RETURN PI POINT OF INTERSECTION - NO OUTLET "R3 -5R - RIGHT TURN ONLY 'R81 CA' - BIKE LANE "R4-7" -R81(CA)- C1 CURVE NUMBER FOR CURVE DESCRIPTION O LOCAL STREET PAVEMENT TABLE 7. A.C. FOR LOCAL STREETS STREETS TO BE TYPE V. ® " " CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 CASE A 50 WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER SCALE: 1" = 50' E.C.R. ENDBEG END CURB RETURN PRC POINT OF REVERSE CURVATURE - KEEP RIGHT © BC BEGIN CURVE PCC POINT � COMPOUND CURVATURE - - STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® ITEM � WORK -SEE SCHEDULE 3. ETCHART ROAD -PAVEMENT TO BE 0.30' TYPE 'A" A.C. OVER O CONSTRUCT 6 BLOCK WALL PER WALL CONSTRUCTION PLANS. E BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. 50' 25' O' 50' 100' I END CURVE TC TOP OF CURB POINT INTERSECTION TP TOP OF PAVEMENT o � � i © ( I I M I � � ] 1 IIINa�I O TAPER NUMBER -SEE TABLE ; c i � j � ' ( i TI � VERTICAL CURVE GB GRADE BREAK a STORM DRAIN JUNCTION BOX -REFER TO SEWER &STORM DRAIN PLANS � I x¢►� I w I ` POINT ON CURVE R/W RIGHT--OF-WAY" � Ww i 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER O NOT USED Q 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). P/L E.P. PROPERTY LINE A.P. ANGLE POINT EDGE OF PAVEMENT C/G CURB AND GUTTER4-1w C.O.B.STD. D-14, UNLESS NOTED OTHERWISE. PIPE �� % UTILITY: 0.85 AGGREGATE BASE OVER 1.20 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ®CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SKEET 7. © 10 WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY © FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. S SEWER -REFER TO SEWER &STORM DRAIN PLANS W -WATER D -DRAIN 5. COFFEE ROAD -PAVEMENT TO BE 0.45' TYPE "A' A.C. OVER Og PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATI�1 COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. EXISTING SURVEY MONUMENT m SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. �00 + I i w�- A 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER Cl I �— FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 1p EXISTING UTILITY POLE TO BE RELOCATED. VOLUME 29, PG. 104 OF THE MINUTE BOOKS. (CO. RD. 719) + CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 6. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTOR/ARTERIAL) /8\ CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. +FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. L PER C.O.B. STD. ON SHEET 7 . t N 12 , FUTURE TYPE M CURB PER C.O.B. STD. DET. ST -2 ! i ( m W Ki M FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. C + 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. Q CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. I STD. ST -23 AND SPECIAL PROVISION 7-86-10. —' - - - - i i COORDINATE APPLICATION OF RELOCATION WITH CITY. 13 j 000217112424, O.R. I -E- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. T I INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE 14 I A I1 Know whafs below. j EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - '/9 Al - CENTERLINE � i j I I a+CN �N FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & T-34. i CITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. N ' before you dig. EDGE OF PAVEMENT APPRO; MATE EXISTING JNE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 000217010446, O.R. J IC INTERCONNECT CONDUIT 16 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND x+14-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO A CITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER `'' i DOC. NO. 217153620, Q.R. , I I � h� I I I I j j APPROXI 1 ATE EXIS NG I ! I j I i I I -- ( !_ - —�— -� r- -- - I -- --�-- —�-- I- w cn — I W N i f _.- _.-. — —� -- I i --- i i i I mtlt III i I S=0.47% i _ ( 1 j I I I i I I W �---- -- i I 10 I BE CONSTRUCTED WITH PHASE I 7 I PROP SED NORTH FLOWLI E S=0.51 o+ I - --�-- --- 1 l I I d. ww j I i -, -- ( -_ i-- _{ -_--j-- 1- t 1 S=0.47% I co coi I 10+25 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 422 420 418 416 414 412 410 408 406 I 404 22+00 ,z 94" 9 " 10+25 422 420 418 416 414 412 410 408 406 404 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 CIVt 420 c� 418 0f-,st 416 UNIT I ON!-`� ua j 41 412 410 408 ' 406 404 LEGENDS LEGEND (.CONT.) LEGEND (CONT.) NOTES: CONSTRUCTION NOTES: EASEMENT LEGEND ABBREVIATIONS R1-1 -�- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP "S5-2" SEC11ON A 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND O " . CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD ST -1A , 30 WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF FL FLOWLINE POVC POINT ON VERTICAL CURVE CENTERLINE BEGIN CURVE - END SCHOOL ZONE "R5-1" - ONE WAY *W31(CA)" - END _ _ SECTION DESIGNATION SEWER DETAILS. O CONSTRUCT 4.5 (LOCAL STREETS)COMBINATION SIDEWALK PER C.O.B. STD DET. ON SHEET 14. KERN COUNTY LAND CO. FILED MAY 2, 1894 CL ELEV BVC VERTICAL ELEVATION EVC END VERTICAL CURVE R5-1 - DO NOT ENTER , , "R26 CA " - NO PARKING ANYTIME W14-1 -DEAD END ( "W14-2' 2 SHEET WHERE SECnON IS SHOWN 2. LOCAL STREETS -PAVEMENT FOR LOCAL STREETS TO BE PER SECTION ON SHEET ALL g o INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 2 0 50' WIDE PACIFIC GAS &ELECTRIC CO. TOWER UNE EASEMENT PER BK. 6191 PG. 1057 O.R. (APPROX. LOCATION ( ) B.C.R. CURB RETURN PI POINT OF INTERSECTION - NO OUTLET "R3 -5R - RIGHT TURN ONLY 'R81 CA' - BIKE LANE "R4-7" -R81(CA)- C1 CURVE NUMBER FOR CURVE DESCRIPTION O LOCAL STREET PAVEMENT TABLE 7. A.C. FOR LOCAL STREETS STREETS TO BE TYPE V. ® " " CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 CASE A 50 WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER SCALE: 1" = 50' E.C.R. ENDBEG END CURB RETURN PRC POINT OF REVERSE CURVATURE - KEEP RIGHT © BC BEGIN CURVE PCC POINT � COMPOUND CURVATURE - - STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® ITEM � WORK -SEE SCHEDULE 3. ETCHART ROAD -PAVEMENT TO BE 0.30' TYPE 'A" A.C. OVER O CONSTRUCT 6 BLOCK WALL PER WALL CONSTRUCTION PLANS. E BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. 50' 25' O' 50' 100' EC PIVC END CURVE TC TOP OF CURB POINT INTERSECTION TP TOP OF PAVEMENT o STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PIANS 0.80' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. 4 Q 80' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. IIINa�I O TAPER NUMBER -SEE TABLE TI � VERTICAL CURVE GB GRADE BREAK a STORM DRAIN JUNCTION BOX -REFER TO SEWER &STORM DRAIN PLANS P.O.C. POINT ON CURVE R/W RIGHT--OF-WAY" � Ww i 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER O NOT USED Q 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). P/L E.P. PROPERTY LINE A.P. ANGLE POINT EDGE OF PAVEMENT C/G CURB AND GUTTER4-1w C.O.B.STD. D-14, UNLESS NOTED OTHERWISE. PIPE �� % UTILITY: 0.85 AGGREGATE BASE OVER 1.20 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ®CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SKEET 7. © 10 WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY © FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. S SEWER -REFER TO SEWER &STORM DRAIN PLANS W -WATER D -DRAIN 5. COFFEE ROAD -PAVEMENT TO BE 0.45' TYPE "A' A.C. OVER Og PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATI�1 COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. EXISTING SURVEY MONUMENT 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. G -GAS IRR -IRRIGATION S_SEWER I i LU A 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER Cl I �— FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 1p EXISTING UTILITY POLE TO BE RELOCATED. VOLUME 29, PG. 104 OF THE MINUTE BOOKS. (CO. RD. 719) + CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 6. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTOR/ARTERIAL) /8\ CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. +FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. L PER C.O.B. STD. ON SHEET 7 . C.O.B. STD. D-14, UNLESS NOTED OTHERWISE 12 , FUTURE TYPE M CURB PER C.O.B. STD. DET. ST -2 ! i ( m W Ki M FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. C + 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. Q CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. I STD. ST -23 AND SPECIAL PROVISION 7-86-10. —' - - - - i i COORDINATE APPLICATION OF RELOCATION WITH CITY. 13 j 000217112424, O.R. I -E- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. PHASE BOUNDARY I INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE 14 I A I1 Know whafs below. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - '/9 Al - CENTERLINE � i j I I a+CN �N FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & T-34. i CITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. N ' before you dig. EDGE OF PAVEMENT SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 000217010446, O.R. J IC INTERCONNECT CONDUIT 16 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND x+14-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO A CITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER `'' i DOC. NO. 217153620, Q.R. , I I � h� I I I I j j APPROXI 1 ATE EXIS NG I ! I j I i I I -- ( !_ - —�— -� r- -- - I -- --�-- —�-- I- w cn — —� --- mtlt _ j I I I i I I i_- ! �---- -- --(-_ ( ! I S=0.51 o+ - --�-- --- 1 l I I d. ww j I i -, -- ( -_ i-- _{ -_--j-- 1- t 1 S=0.47% I pRmOs SOU _ FLOWL N ! f { i �{ ( I E Uj 'Z^ i J I I I I E W co 10+25 422 420 418 416 414 412 410 408 406 404 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 CIVt 420 c� 418 0f-,st 416 UNIT I ON!-`� ua j 41 412 410 408 ' 406 404 LEGENDS LEGEND (.CONT.) LEGEND (CONT.) NOTES: CONSTRUCTION NOTES: EASEMENT LEGEND ABBREVIATIONS R1-1 -�- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP "S5-2" SEC11ON A 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND O " . CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD ST -1A , 30 WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF FL FLOWLINE POVC POINT ON VERTICAL CURVE CENTERLINE BEGIN CURVE - END SCHOOL ZONE "R5-1" - ONE WAY *W31(CA)" - END _ _ SECTION DESIGNATION SEWER DETAILS. O CONSTRUCT 4.5 (LOCAL STREETS)COMBINATION SIDEWALK PER C.O.B. STD DET. ON SHEET 14. KERN COUNTY LAND CO. FILED MAY 2, 1894 CL ELEV BVC VERTICAL ELEVATION EVC END VERTICAL CURVE R5-1 - DO NOT ENTER , , "R26 CA " - NO PARKING ANYTIME W14-1 -DEAD END ( "W14-2' 2 SHEET WHERE SECnON IS SHOWN 2. LOCAL STREETS -PAVEMENT FOR LOCAL STREETS TO BE PER SECTION ON SHEET ALL g o INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 2 0 50' WIDE PACIFIC GAS &ELECTRIC CO. TOWER UNE EASEMENT PER BK. 6191 PG. 1057 O.R. (APPROX. LOCATION ( ) B.C.R. CURB RETURN PI POINT OF INTERSECTION - NO OUTLET "R3 -5R - RIGHT TURN ONLY 'R81 CA' - BIKE LANE "R4-7" -R81(CA)- C1 CURVE NUMBER FOR CURVE DESCRIPTION O LOCAL STREET PAVEMENT TABLE 7. A.C. FOR LOCAL STREETS STREETS TO BE TYPE V. ® " " CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 CASE A 50 WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER SCALE: 1" = 50' E.C.R. ENDBEG END CURB RETURN PRC POINT OF REVERSE CURVATURE - KEEP RIGHT © BC BEGIN CURVE PCC POINT � COMPOUND CURVATURE - - STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® ITEM � WORK -SEE SCHEDULE 3. ETCHART ROAD -PAVEMENT TO BE 0.30' TYPE 'A" A.C. OVER O CONSTRUCT 6 BLOCK WALL PER WALL CONSTRUCTION PLANS. BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. 50' 25' O' 50' 100' EC PIVC END CURVE TC TOP OF CURB POINT INTERSECTION TP TOP OF PAVEMENT o STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PIANS 0.80' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. 4 Q 80' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. IIINa�I O TAPER NUMBER -SEE TABLE TI � VERTICAL CURVE GB GRADE BREAK a STORM DRAIN JUNCTION BOX -REFER TO SEWER &STORM DRAIN PLANS P.O.C. POINT ON CURVE R/W RIGHT--OF-WAY" � " , CONSTRUCT TYPE A CATCH BASIN WITH 3.5 OPENING PER 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER O NOT USED Q 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). P/L E.P. PROPERTY LINE A.P. ANGLE POINT EDGE OF PAVEMENT C/G CURB AND GUTTER4-1w C.O.B.STD. D-14, UNLESS NOTED OTHERWISE. PIPE �� % UTILITY: 0.85 AGGREGATE BASE OVER 1.20 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ®CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SKEET 7. © 10 WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY © FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. S SEWER -REFER TO SEWER &STORM DRAIN PLANS W -WATER D -DRAIN 5. COFFEE ROAD -PAVEMENT TO BE 0.45' TYPE "A' A.C. OVER Og PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATI�1 COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. EXISTING SURVEY MONUMENT 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. G -GAS IRR -IRRIGATION S_SEWER 1.35' AGGREGATE BASE OVER 0.70' COMPACTED O.G. TO BE© PTH-02ALKYD. A 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 1p EXISTING UTILITY POLE TO BE RELOCATED. VOLUME 29, PG. 104 OF THE MINUTE BOOKS. (CO. RD. 719) + CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 6. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTOR/ARTERIAL) /8\ CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. +FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. L PER C.O.B. STD. ON SHEET 7 . C.O.B. STD. D-14, UNLESS NOTED OTHERWISE 12 , FUTURE TYPE M CURB PER C.O.B. STD. DET. ST -2 000216099245, O.R. FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. Q CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. STD. ST -23 AND SPECIAL PROVISION 7-86-10. —' - - - - - - — TRACT BOUNDARY COORDINATE APPLICATION OF RELOCATION WITH CITY. 13 FURNISH & INSTALL CHANNEUZERS AND SIMS PER C.O.B. STD. DET. T-29. 000217112424, O.R. -E- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. PHASE BOUNDARY & INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE 14 PROPOSED 30" IRRIGATION LINE PER SEPARATE PLAN. A 20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. NO. 000217112425, O.R. Know whafs below. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - '/9 Al - CENTERLINE BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE 15 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & T-34. A CITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. Call ' before you dig. EDGE OF PAVEMENT SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 000217010446, O.R. J IC INTERCONNECT CONDUIT 16 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND x+14-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO A CITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER THE IMPROVEMENTS SHOWN HEREIN. DOC. NO. 217153620, Q.R. , I I � h� 1111111111 IIINa�I see Note 7. E14MSiOft Curb & Cutter Per jakt Staftobvd Deta# ST -1 Codi Romp per Standard Detai ST t M t z < t tt \, Y t 29' deep Kv*eW one Job $ft Note Z E-vonsko {{ est elf- t { {{ 10' mil at lubve r'signalized in bots � v swe,,sok combii ii{t-tra 6.0" im t 1 i 20' A 0% {nta. 20Z 20% Ink, 4. t m -I 9 20 max Weakened Plane 1 t Ott 1 4,iJ' m 1 ! *45'm t streeN wdess offiwoin alected by tate City vvioy65' on off art ' and ta` streets 5 off AxW s is ftt me 8 adjowt t0 schook b td($ ewmared or MaW am or as other . dcted by the Oty ems: knownas ,### Spedficalians,!�px # e0on PuNic Works Dqpmftent must occonWony h t City rot -of -way. AS7M D-1557 to a depth of 60'befow top of subgradh 4. Concrete for s~ " conform to the requivments of the Standard Specificatmas for mhor concrete (mm. cowl content of 505 IbIcy )d)concrete &W C00167 no omim uniess pnor rxx #-# is obtaned from the City ene shall t'surfeced on the '+*Y' # f 2*nat to the concrete and sfiall be not I= than 1.5* tbk* after &* surfaced x. end . # r are shoff be wetted immeoVotell x #' to placement concrete. then gimf F ftom rkab knmed4tdyofter tixong aff q x' F &ffkmo frecetiex umZormY F f- #` of white pigmented # compound confaming to the MoistStandard SpecAvAba& Cormte surface shaff be kept # coaound & # f -# i,, structum at ends of a4 returns and of M I mat ifttawg x f !•a*ap scareYr at f i7t&W& mWkementsof Standard d , ti a S�ctiow of exist079 sVewak#;fF#d for %W be saxtut at the 1knits of remow as directed by the cyty inow. sawcutsa=- af97 wffi eming )wl or score km RepAocamenti 1, hwvmmts unlessf *ected on a# arterid and c0ector streets and may be used at cul-de-socs 11. An ~ tAm must be eMoved aty x, mWkementsfor N, w W M� Cn w J V) i Q W i a V)ZZZZ4 ® 109 426 424 422 420 418 416 414 412 410 li 0 i CURVE I 1 i IW W I I H TANGENT LUJ iW = ico V ,�; 0 0 1 Q F' I Lit If ICL co ! i i 1 i 136.43' PHASE 10 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 500.00' 142.11' 71.54' 16'17'06" C2 480.00' 136.43' 68.68' 16'17'06" C3 520.00' 147.80' 74.40' 1617'06" C4 30.00' 47.81' 30.69' 91'18'39" C5 30.00' 46.44' 29.32' 88'41'21" BASALT STREET STA. 21+83.86 C.L. TO 28+53.16 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 408 21+25 22+00 426 424 422 420 418 416 414 412 410 23+00 24+00 25+00 26+00 27+00 28+00 M I 408 21+25 22+00 f LEGEND (CONT.i LEGEND (CONT.): ABBREVIATIONS R1-1 { s �� FL FLOWLINE POVC POINT ON VERTICAL CURVE -�- I q _ _ _ _ _ _ SECTION DESIGNATION CL CENTERLINE BVC BEGIN VERTICAL CURVE "R6-1" "W31(CA)" - END R5-1 - DO NOT ENTER 2 ELEV ELEVATION EVC END VERTICAL CURVE END "R26(CA)" - NO PARKING ANYTIME .W144--2" NO OUTLEET SEC �� SHOVAI L St - "R3 -5R" - RIGHT TURN ONLY "R81 CA " - BIKE LANE "R4-7" ( ) C1 CURVE NUMBER FOR CURVE DESCRIP11ON O E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE - KEEP RIGHT BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE EC END CURVE TC TOP OF CURB a WLa STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT NUMBER -SEE TABLE O OF VERTICAL CURVE GB GRADE BREAK OF a 2LU P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY �' CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER P/L PROPERTY LINE A.P. ANGLE POINT C.O.B.STD. D-14, UNLESS NOTED OTHERWISE /--PIPE SIZE E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER 4"W UTILITY © FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. s SEWER - REFER TO SEWER & STORM DRAIN PLANS W -WATER D -DRAIN IRR-IRRIGATION co ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. S SE-GAS WER + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ON SHEET 7 . -0_ # +n iW W - - - - - - -' TRACT BOUNDARY ( -ED - FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. I PHASE BOUNDARY ! i ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. = v' j ! ! EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS ! � 'h- 'it EDGE OF PAVEMENT (c QI w ! 3 i I 4 ' ' ( i i Q W i p' 4 p'p ( tY N I { I V Q i U J I M W I tJ Ni + �PROXIMIATE EXISTiN M 1 : t {Q+ I w Q ( i N I I ( - - - - m - - cn L 47 • -I 2 ° Q 1�v)! E k N :r OUND 0 FLOWLINE ( II ! } I C3 Q I .447 W M { ,YJ - - I - - E o � �- I i i i. C7 I � 4J N � � i I _ _..- -i- - - - - _ _ - tG tC tD w OWUNE m � _ _ - - - - - S=0 .84 - ( i I d �o �r d I I Cnw 6< S=0.83 i 1 ' i i ( j W a a 7,TO B WITH i I ? CO !0.6W W w I a ( I ! PROPOSED NORTH FLOWLINE UCTED PHASE BE ( 0.47 i t 1 i iROPOSED SOUTH FLOWLINE i c a i ! I f -O.51% ( i I 408 21+25 22+00 426 424 422 420 418 416 414 412 410 23+00 24+00 25+00 26+00 27+00 28+00 23+00 24+00 NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND SEWER DETAILS. 2. LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL A.C. FOR LOCAL STREETS STREETS TO BE TYPE W. 3. ETCHART ROAD - PAVEMENT TO BE 0.30' TYPE "A" A.C. OVER 0.80' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 957* RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER 0.85' AGGREGATE BASE OVER 1.20' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. COFFEE ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER 1.35' AGGREGATE BASE OVER 0.70' COMPACTED O.G. TO BE COMPACTED TO 957a RELATIVE DENSITY PER C.O.B. STD. ST -9. 6. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. COORDINATE APPLICATION OF RELOCATION WITH CITY. 8. INSTALL W-31(CA) SIGN WITH OM4-3 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 25+00 26+00 27+00 CONSTRUCTION NOTES: Q1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 Q CONSTRUCT 4.5' (LOCAL STREETS)COMBINATION SIDEWALK PER C.O.B. STD DET. ON SHEET 14. Q3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 CASE "A" Q CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. Q NOT USED ® CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 7. S PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 10 EXISTING UTILITY POLE TO BE RELOCATED. 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTOR/ARTERIAL) 12 FUTURE TYPE "M" CURB PER C.O.B. STD. DET. ST -2. 13 FURNISH & INSTALL CHANNELIZERS AND SIGNS PER C.O.B. STD. DET. T-29. 14 PROPOSED 30" IRRIGATION LINE PER SEPARATE PLAN. FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & 15 T-34. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND 16 EMd4-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE IMPROVEMENTS SHOWN HEREIN. COFFEE ROAD jSEE SHEET 19 � II �+ O U W Z C� t- C1 W I o �I m0 �OCUCU M �Go C1 NM t I N N M FO ILM lum .1 I M I I f5i COFFEE ROAD SEE SHEET 19 426 424 422 420 418 416 414 412 410 408 426 424 422 T 420 418 416 414 412 410 408 28+00 -- EASEMENT LEGEND 0 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF KERN COUNTY LAND CO. FILED MAY 2, 1894 0 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) Q50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. 0 80' NIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. 0 16.5 ' 6 5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). 0 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. QA 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER VOLUME 29, PG. 104 OF THE MINUTE BOOKS. (CO. RD. 719) 0 CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. 000216099245, O.R. 0 CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. 000217112424, O.R. A20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. NO. 000217112425, O.R. ACITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. 000217010446, O.R. ACITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER DOC. NO. 21715362Q O.R. yy� VNiT 5� �, 5 '{7 s i r� SCALE: 1 " = 50' 50' 25' O 50' 100' Know what's below. Call before you dig. W r I 408 21+25 22+00 f LEGEND (CONT.i LEGEND (CONT.): ABBREVIATIONS R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" SECTION FL FLOWLINE POVC POINT ON VERTICAL CURVE -�- I q _ _ _ _ _ _ SECTION DESIGNATION CL CENTERLINE BVC BEGIN VERTICAL CURVE "R6-1" "W31(CA)" - END R5-1 - DO NOT ENTER 2 ELEV ELEVATION EVC END VERTICAL CURVE END "R26(CA)" - NO PARKING ANYTIME .W144--2" NO OUTLEET SEC �� SHOVAI B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION - "R3 -5R" - RIGHT TURN ONLY "R81 CA " - BIKE LANE "R4-7" ( ) C1 CURVE NUMBER FOR CURVE DESCRIP11ON O E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE - KEEP RIGHT BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE EC END CURVE TC TOP OF CURB STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT NUMBER -SEE TABLE O OF VERTICAL CURVE GB GRADE BREAK OF a 2LU P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY �' CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER P/L PROPERTY LINE A.P. ANGLE POINT C.O.B.STD. D-14, UNLESS NOTED OTHERWISE /--PIPE SIZE E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER 4"W UTILITY © FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. s SEWER - REFER TO SEWER & STORM DRAIN PLANS W -WATER D -DRAIN IRR-IRRIGATION EXISTING SURVEY MONUMENT ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. S SE-GAS WER + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ON SHEET 7 . -0_ # +n iW STD. ST -23 AND SPECIAL PROVISION 7-86-1Q - - - - - - - -' TRACT BOUNDARY -ED - FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. I PHASE BOUNDARY ! ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. _ _ _ CENTERLINE ! EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 'h- 'it EDGE OF PAVEMENT (c INTERCONNECT CONDUIT >coI MN M Ni {Q+ I � �U' N ! i i E k C I � II ! } I �`' --" cn L=46 -S'�Q�Ji° .447 W M { ,YJ o � �- I i i I � 4J N � � i I _ _..- -i- - - - - - ---- ci ci PROXIMATEEXISTIN d > I GROUND OWUNE m � _ _ - - - - - - - - - - I d �o �r d I I Cnw 6< ( =0.84% 7,TO B WITH I ? W w a ( E CONS* UCTED PHASE 7 ( i t 1 i iROPOSED SOUTH FLOWLINE i c a i -O.51% ( i I 23+00 24+00 NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND SEWER DETAILS. 2. LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL A.C. FOR LOCAL STREETS STREETS TO BE TYPE W. 3. ETCHART ROAD - PAVEMENT TO BE 0.30' TYPE "A" A.C. OVER 0.80' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 957* RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER 0.85' AGGREGATE BASE OVER 1.20' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. COFFEE ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER 1.35' AGGREGATE BASE OVER 0.70' COMPACTED O.G. TO BE COMPACTED TO 957a RELATIVE DENSITY PER C.O.B. STD. ST -9. 6. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. COORDINATE APPLICATION OF RELOCATION WITH CITY. 8. INSTALL W-31(CA) SIGN WITH OM4-3 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 25+00 26+00 27+00 CONSTRUCTION NOTES: Q1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 Q CONSTRUCT 4.5' (LOCAL STREETS)COMBINATION SIDEWALK PER C.O.B. STD DET. ON SHEET 14. Q3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 CASE "A" Q CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. Q NOT USED ® CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 7. S PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 10 EXISTING UTILITY POLE TO BE RELOCATED. 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTOR/ARTERIAL) 12 FUTURE TYPE "M" CURB PER C.O.B. STD. DET. ST -2. 13 FURNISH & INSTALL CHANNELIZERS AND SIGNS PER C.O.B. STD. DET. T-29. 14 PROPOSED 30" IRRIGATION LINE PER SEPARATE PLAN. FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & 15 T-34. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND 16 EMd4-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE IMPROVEMENTS SHOWN HEREIN. COFFEE ROAD jSEE SHEET 19 � II �+ O U W Z C� t- C1 W I o �I m0 �OCUCU M �Go C1 NM t I N N M FO ILM lum .1 I M I I f5i COFFEE ROAD SEE SHEET 19 426 424 422 420 418 416 414 412 410 408 426 424 422 T 420 418 416 414 412 410 408 28+00 -- EASEMENT LEGEND 0 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF KERN COUNTY LAND CO. FILED MAY 2, 1894 0 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) Q50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. 0 80' NIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. 0 16.5 ' 6 5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). 0 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. QA 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER VOLUME 29, PG. 104 OF THE MINUTE BOOKS. (CO. RD. 719) 0 CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. 000216099245, O.R. 0 CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. 000217112424, O.R. A20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. NO. 000217112425, O.R. ACITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. 000217010446, O.R. ACITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER DOC. NO. 21715362Q O.R. yy� VNiT 5� �, 5 '{7 s i r� SCALE: 1 " = 50' 50' 25' O 50' 100' Know what's below. Call before you dig. W 408 21+25 22+00 LEGEND: LEGEND (CONT.i LEGEND (CONT.): ABBREVIATIONS R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" SECTION FL FLOWLINE POVC POINT ON VERTICAL CURVE -�- - STOP "R6-1" "S5-2" - END SCHOOL ZONE - ONE WAY q _ _ _ _ _ _ SECTION DESIGNATION CL CENTERLINE BVC BEGIN VERTICAL CURVE "R6-1" "W31(CA)" - END R5-1 - DO NOT ENTER 2 ELEV ELEVATION EVC END VERTICAL CURVE END "R26(CA)" - NO PARKING ANYTIME .W144--2" NO OUTLEET SEC �� SHOVAI B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION - "R3 -5R" - RIGHT TURN ONLY "R81 CA " - BIKE LANE "R4-7" ( ) C1 CURVE NUMBER FOR CURVE DESCRIP11ON O E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE - KEEP RIGHT BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE EC END CURVE TC TOP OF CURB STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT NUMBER -SEE TABLE O OF VERTICAL CURVE GB GRADE BREAK OF a R STORM DRAIN JUNCTION BOX - REFER TO SEWER STORM DRAIN PLANS P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY �' CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER P/L PROPERTY LINE A.P. ANGLE POINT C.O.B.STD. D-14, UNLESS NOTED OTHERWISE /--PIPE SIZE E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER 4"W UTILITY © FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. s SEWER - REFER TO SEWER & STORM DRAIN PLANS W -WATER D -DRAIN IRR-IRRIGATION EXISTING SURVEY MONUMENT ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. S SE-GAS WER + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ON SHEET 7 . -0_ FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-1Q - - - - - - - -' TRACT BOUNDARY -ED - FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. PHASE BOUNDARY ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. _ _ _ CENTERLINE EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 'h- 'it EDGE OF PAVEMENT (c INTERCONNECT CONDUIT 23+00 24+00 NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND SEWER DETAILS. 2. LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL A.C. FOR LOCAL STREETS STREETS TO BE TYPE W. 3. ETCHART ROAD - PAVEMENT TO BE 0.30' TYPE "A" A.C. OVER 0.80' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 957* RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER 0.85' AGGREGATE BASE OVER 1.20' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. COFFEE ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER 1.35' AGGREGATE BASE OVER 0.70' COMPACTED O.G. TO BE COMPACTED TO 957a RELATIVE DENSITY PER C.O.B. STD. ST -9. 6. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. COORDINATE APPLICATION OF RELOCATION WITH CITY. 8. INSTALL W-31(CA) SIGN WITH OM4-3 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 25+00 26+00 27+00 CONSTRUCTION NOTES: Q1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 Q CONSTRUCT 4.5' (LOCAL STREETS)COMBINATION SIDEWALK PER C.O.B. STD DET. ON SHEET 14. Q3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 CASE "A" Q CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. Q NOT USED ® CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 7. S PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 10 EXISTING UTILITY POLE TO BE RELOCATED. 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTOR/ARTERIAL) 12 FUTURE TYPE "M" CURB PER C.O.B. STD. DET. ST -2. 13 FURNISH & INSTALL CHANNELIZERS AND SIGNS PER C.O.B. STD. DET. T-29. 14 PROPOSED 30" IRRIGATION LINE PER SEPARATE PLAN. FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & 15 T-34. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND 16 EMd4-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE IMPROVEMENTS SHOWN HEREIN. COFFEE ROAD jSEE SHEET 19 � II �+ O U W Z C� t- C1 W I o �I m0 �OCUCU M �Go C1 NM t I N N M FO ILM lum .1 I M I I f5i COFFEE ROAD SEE SHEET 19 426 424 422 420 418 416 414 412 410 408 426 424 422 T 420 418 416 414 412 410 408 28+00 -- EASEMENT LEGEND 0 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF KERN COUNTY LAND CO. FILED MAY 2, 1894 0 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) Q50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. 0 80' NIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. 0 16.5 ' 6 5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). 0 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. QA 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER VOLUME 29, PG. 104 OF THE MINUTE BOOKS. (CO. RD. 719) 0 CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. 000216099245, O.R. 0 CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. 000217112424, O.R. A20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. NO. 000217112425, O.R. ACITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. 000217010446, O.R. ACITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER DOC. NO. 21715362Q O.R. yy� VNiT 5� �, 5 '{7 s i r� SCALE: 1 " = 50' 50' 25' O 50' 100' Know what's below. Call before you dig. W VAIL WAY SEE SHEET 16 n 1 i�+` I 7 i I (� I i w I I I I I I I I I I O I t t t V 8 10-1 I 11 12 13 14 15 16 17 18 19 20 J i 22 ' I I I 5 I I I +I I N N I I I I I I I I I I$ M �1J LZ ;; I �o \ N O I .-- I ( O J -j ai l t'- a0 ':I 1 N ---- , 5 I J � I I I I N 2_ 2' ci z _jci I I I I I I I I I I N cS e� r cQ o r M J t I I t I I I I I I I N }� N •O� t Q U L.: u: -� -� J J J J -I -I - LL J J J - J -I -1 J 1 -� I J J Q 4 Q ' .0 4 1 -�1 w -'1 U_ -'1 w J 1 w U� 30 30' C) to too� n h w J w J J J w J w J w J w J J w -' C3 L 2 `n 3+ U�` s , , I , \ pp o i.,: i..,_ pp ((�� i..,_ i..,_ i..,_ ori o CD W o v .- o AtQ I d' d CD I 00 I 00 I 00 I O O ( I W 1 I ( d d O O I O I p i O I O I O i O i O I O i t[1 t[1 M M N +> N N O t ( S , Z SrN \ F 1 0 > cw �t00 a w 400 d I" , 0 0 0 c 0 0 O o Oo O o Oo 0 0 00 0 o MM ++� low t �o * S '� ♦ tr o CC" c o d > d > d >-,6 <r > ri o o ( I !� N-- I ++ + +> ,ci o r ,ci o > ,ci O r o > ,ci o > tri o r tri o > ,ci O r O > tci O o o 0 0 o Q N o Q o Mi c w cw Q Mi Q o ad c N co co m Q }� I o Q o ,ri I n COo l Q ,� I Q rn o l Q N tri I Q o o l Q r> tri I Q o f Q d ui I o o N N I t w ch 'S ?i iA .+ O 'S .+ + + I v3: + to � + d- + O ?i + U') ?i �. 'S .+ O ?.+ N 'S .+ n 'S M .+ co .f. �. U cn Q [n + ++ F-- %./��vfje- e- > w W W M M W I W I I W I W I W I W I I W I NlJ'9�� ± >� ± >� N� M >� �-�- i oodd�'� + >� + >� + eco + >�o + >� + ao + ao +o) + o) + ooa_ ItdI�� � o - r oa w rn N nv~iv~iaQt,twW ��yAFNN cn Q1 r` o� ¢1 0� R/W cl O� Q1 O� mv~i~ I '�Q R/WyQQ Q Q Q U - _ �- cn cn v) cn cn cn cn � cn cn cn cn v) * cn � - cn Icn cn cn cn cn - - cn - - - cn - cn cn cn -- 0012 8OC2tQ------- --- - ---- 4 4 --- ------ 8--------- 2 1 �'_ N , -----18�p------- 14+00 N M t oa - 11+00-a - - 1+OO589'11'29'E 40000'- 13+00 - a -15+00 16+00 17+00 S89'11'29"E 660.24' 18+00 19+00 20+00 STA. 21+32.01, I1L. A, 0 �-" - - - - -I -- - - 4 u� - --f- - --}-- - - i - - --{-- t S S S S S S S 0 ------$-5------------ - ------ -- -- 8 S o 0 8"S �c W 2 % / W J/�,_ ____---- N M i 2 1 8 3 8 (TYP.) N M 1 2 C2 = , , ,A Q * t "' 3� - - -- - -- - - - -- -- - - -- - -- -- - C3 1�' t �� w �J� y J J > / I t * �fn ,`j�, Q ti Li Q J Q J tJi� Q J R J� Q J J Q J J V Q = �� .Q -I - -I J -j R/W �� Q -j J� Y- J J� Y- -j -I Y- -I Y- _j __3 Y- -j J At,.�`7 W LZ W �� 's 3 3 )- 'S 3 w 3Lz LZ 1 9 'SLL LZ 'c �i �i �i _ " G/'+ H £q I (�} t m , I I Z, I o l o w I W I W I W I W I W w w 1 W 11 I 1 I W I W I W I I W 1 W I �/ >o o >o o >o o >o o >o o U >o o >o o w o C 0 0 0 0 c 0 0 0 _ io I ~ oto O of O of- of o of o O1 ''� O of o of >o to > > > �o >o o >o o >o o >o p cn A! c- I o �o of O �o of of of �o OI �o OI Qo OI �o OI of of �O OI �O It to (9A U I 1 o o o tri ;Y } a o I d t ( Q * + O O Obi O N to Q O M n p M t�j O Uj O U) O O tL Y- _i t,,i + 1 f It[> I O 00 O O O O O Od- 00 ON d- OiA O OM tf) O� O O� O 0� O In co �' �' Qti O+ t I ( I N 41 _+ I _+40 ±I 39 + +I + 38 +I 37 + +I +36 +I o 5 + +I ±34g +I 33 I+ +32 +I 31 + +I �30 +I 29 + +I +28 +i 27 + +I +26 +I 25 + +I + 2 0 0 >o _jN * z I O O O r _N N _N N _M M r7 Z d- d- d- d- iA t[') O O co 1� }� co 0_0 co 00 O O _O O O t 1 W i ( Q 1Q Q Q1 Q Q1 Q Q1 Q Q1 Q Q1 Q> Q Q1 Q Q1 1Q Q Q1 Q Q1 Q Q1 Q Q1 Q1 Q Q1 Q <tl Q Q1 Q N o 1`n w 23 U t ' nn 5 I J J 1� �1 �1 �1 �1 F- �1 �1 J JAI 1� �1 �1 �1 � �1 �1 � --- U31 �1 M + oto 0 I , I L_ L- I U ti (n [n (n rn (/) cn (n (n V CJJ• U ti (n cn (n cn (n (n (n to (n (n ''n (n (n (n [n (n (n J -1 J ON O N = , I ' M to * ' 5. I I I I i I�OO I a I I I I i W��� N �CD 0 - i to to t= W i� i`h M M M 00 1(n Q I t 1 0 I 1 2' 2' ++ I 1 I I I 11.1 CD I e`r`r I I I I I I I I I I too oriI cn t Q R/W 11 3 3' oo I I I I I IW4-o I W�v I I I I I I I I I I oo ++ I j I ` O Z� Co * c1 �¢Q �• aQQ t t ANN NNI I j I,� , p z I I I I 1=cn� I ��� I I PHASE 9 I I I I I I ����Qa Q I o L - i �, I wv�iv�i dd o:t-t- ci I I .HH I t I m�� J PHASIE 9 I I i i t i I i t 1_ I w --� 5 �( t t i 1 1 1 1 1 i i 1 1 1 1 ii w * I ,O(, 1 t i � i � * 1011 R/W PHA E 8 PHASE 8 I 1 �> �I I i I i I i i i i , I I I I I I 1 ��;� �w(Q a: (0 THORNTON WAY r' SEE SHEET 16 N t m CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.42' 20.00' 90 00'00" C2 35.00' 27.13' 14.29' 44'24'55" C3 42.00' 197.06' 42.87' 268-49'50- 424 422 420 418 416 414 412 410 408 406 404 424 422 420 418 416 414 412 410 408 406 404 402 AVON STREET STA. 10+00.00 C.L. TO 20+60.24 C.L. SCALE: t" = 50' HORIZONTAL t" = 5' VERTICAL 10+50 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 424 422 420 418 416 I 414 1412 410 408 406 i 404 1 402 21+50 5 -c. d , 10+25 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 LEGEND LEGEND (CONT. LEGEND (CONT.) NOTES: CONSTRUCTION NOTES: EASEMENT LEGEND ABBREVIATIONS i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOPA "S5-2" SECI1ON 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND i CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 Q I 4 i - END SCHOOL ZONE "R6-1" - ONE WAY "R5-1" - END _ _ _ _ _ _ SECTION DESIGNATION SEWER DETAILS O 5' (LOCAL STREETS)COMBINATION SIDEWALK PER C.O.B.RN CONSTRUCT 4..O.B. STD DET. ON SHEET 14. COUNTY LAND CO. FILED MAY 2, 1894 CL REV BVC BEGIN ELEVATION EVC END VERTICAL CURVE - DO NOT ENTER »W31(CA)" "R26(CA " - NO PARKING ANYTIME "WT4-1" -DEAD END 2 SHEET WHERE SEC IS SHOWN 2 E PER PAVEMENT SECTION TABLE ON SHEETLOCAL STREETS - PAVEMENT FOR LOCAL STREETS O.B 0 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. A2 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BK. 6191 PG. 1057 O.R. (APPROX. LOCATION) B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION "R3 -5R - RIGHT TURN ONLY W14-2 - NO �T1.ET i LOCAL STREET ALL " " C4 N I Nt( j E.C.R. CV "R4-7" - KEEP RIGHT "R81(CA)" - BIKE LANE O CURVE NUMBER FOR CURVE DESCRIPTION A.C. FOR LOCAL STREETS STREETS TO BE TYPE B . ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 CASE "A" © 5Q' WIDE PACIFIC GAS &ELECTRIC CO. TOWER LINE EASEMENT PER BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE - - STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® ITEM � WORK -SEE SCHEDULE 3. ETCHART ROAD -PAVEMENT TO BE 0.30' TYPE "A" A.C. OVER 0 CONSTRUCT 6' BLOCK WAIL PER WA11 CONSTRUCTION PLANS. BK. 1496 PG. 429 AND BK. 5177 PG. 2250 BOTH O.R. EC PIVC END CURVE TC TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT t� STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 0.80' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ® SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. 0 80' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. O TAPER NUMBER - SEE TABLE Nt OF VERTICAL CURVE GB GRADE BREAK Q STORM DRAIN JUNCTION BOX - REFER TO SEWER & STORM DRAIN PLANS P.O.C. PA A bo ; rn f 'r- c6 I 0 NOT USED ® 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). { EDGE OF PAVEMENT C/G CURB AND GUTTER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. / SIZE 4"W UTILITY: ! COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ® M 06 v j ( I 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY w.. mo FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. s I N i ' "" COFFEE ROAD -PAVEMENT TO BE 0.45TYPE AA.C. OVER i PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION ( Op s Op " ' f 00 ' 1.35' AGGREGATE BASE OVER 0.70' COMPACTED O.G. TO BE ! PTH-02ALKYD. ; f i 0 I I '� O M ' I f W M I zq-jjjj j 6. LLJ i 11 IQ W CITY OF BAKERSFIEL.D STREET RIGHT-OF-WAY PER DOC. NO. O FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. PER C.Q.B. STD. ON SHEET 7 . J ; f 92 " " FUTURE TYPE M CURB PER C.O.B. STD. DET. ST -2. ; _ j i FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. I ; i9 N jU N fir A9 CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. N STD. ST -23 AND SPECIAL PROVISION 7-86-10. _ - - - - - - " ! IWw COORDINATE APPLICATION OF RELOCATION WITH CITY. 13 jcn 000217112424, O.R. J f I PHASE BOUNDARY iLd t i 14 I ! f " i " " ( I I I tom• a "� I d ; I iU Q EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS I I -F BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT I I I U0 D <I a + 4 I CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE W M A st I aw I j SIGN WITH CONSTRUCTION OF ADJACENT PHASE -- I 000217010446, O.R. i ` j i ; f f INTERCONNECT CONDUIT w 1 16 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND OM4-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO A CITY OF BAKERSFIEL.D IRREVOCABLE OFFER OF STREET DEDICATION PER o mi00 o0 v v o o �x'�vWi J`` I i I I ( i GIN I .N I j I �� -- --I W , 1 I APPROXIMATETIN EX�S G- j m�r I f I ; to W)- aW Ia GROUND 0C.L f I S`0.26% ( I j oo a+ I�� ! ! -3----j •d )- Wo �� I �v ow Y -_�_-� ---- f ---j i - n: <n -,---7" a 'n:v> I •d o j m V) W ti S=0.70% ! ! GROUND CL I + m I d+ j oma- 5.127% 98% Nto I I j PROPOSED NORTH OWNI INE ' i i f I og C,WaimL,,,0.25% IC ' I Ii t f Nt v 1 9 _JIuui I I t I C I i U71 Wa S--6.70% ( j I I II a a cam. a s IC -f A00Z I ; I PROPOSED SOUTH FLOWIUNE 10+50 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 424 422 420 418 416 I 414 1412 410 408 406 i 404 1 402 21+50 424 422 1420 I 418 416 414 412 410 408 406 404 21+50 IDENTICAL POINTS o t -do a" 5 -c. d , 10+25 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 LEGEND LEGEND (CONT. LEGEND (CONT.) NOTES: CONSTRUCTION NOTES: EASEMENT LEGEND ABBREVIATIONS R1-1 -�- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOPA "S5-2" SECI1ON 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 Q 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF FL FLOWLINE PQVC POINT ON VERTICAL CURVE CENTERLINE VERTICAL CURVE - END SCHOOL ZONE "R6-1" - ONE WAY "R5-1" - END _ _ _ _ _ _ SECTION DESIGNATION SEWER DETAILS O 5' (LOCAL STREETS)COMBINATION SIDEWALK PER C.O.B.RN CONSTRUCT 4..O.B. STD DET. ON SHEET 14. COUNTY LAND CO. FILED MAY 2, 1894 CL REV BVC BEGIN ELEVATION EVC END VERTICAL CURVE - DO NOT ENTER »W31(CA)" "R26(CA " - NO PARKING ANYTIME "WT4-1" -DEAD END 2 SHEET WHERE SEC IS SHOWN 2 E PER PAVEMENT SECTION TABLE ON SHEETLOCAL STREETS - PAVEMENT FOR LOCAL STREETS O.B 0 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. A2 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BK. 6191 PG. 1057 O.R. (APPROX. LOCATION) B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION "R3 -5R - RIGHT TURN ONLY W14-2 - NO �T1.ET i LOCAL STREET ALL " " C4 N I Nt( j E.C.R. CV "R4-7" - KEEP RIGHT "R81(CA)" - BIKE LANE O CURVE NUMBER FOR CURVE DESCRIPTION A.C. FOR LOCAL STREETS STREETS TO BE TYPE B . ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 CASE "A" © 5Q' WIDE PACIFIC GAS &ELECTRIC CO. TOWER LINE EASEMENT PER BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE - - STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® ITEM � WORK -SEE SCHEDULE 3. ETCHART ROAD -PAVEMENT TO BE 0.30' TYPE "A" A.C. OVER 0 CONSTRUCT 6' BLOCK WAIL PER WA11 CONSTRUCTION PLANS. BK. 1496 PG. 429 AND BK. 5177 PG. 2250 BOTH O.R. EC PIVC END CURVE TC TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT t� STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 0.80' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ® SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. 0 80' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. O TAPER NUMBER - SEE TABLE Nt OF VERTICAL CURVE GB GRADE BREAK Q STORM DRAIN JUNCTION BOX - REFER TO SEWER & STORM DRAIN PLANS P.O.C. PA POINT ON CURVE R/W RIGHT-OF-WAY" PROPERTY LINE A.P. ANGLE POINT `� " CONSTRUCT TYPE A CATCH BASIN WITH 15 OPENING PER -PIPE 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER 0.85' AGGREGATE BASE OVER 1.20' COMPACTED O.G. TO BE 0 NOT USED ® 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. / SIZE 4"W UTILITY: COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ® CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 7. 6 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. s I N i ' "" COFFEE ROAD -PAVEMENT TO BE 0.45TYPE AA.C. OVER i PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION COMMUNICATION EASEMENT PER BK. 172, PG. 434 Q.R. ; s ® " ' ; 1.35' AGGREGATE BASE OVER 0.70' COMPACTED O.G. TO BE ! PTH-02ALKYD. ; A 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER i 0 j COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 1p f f VOLUME 29, PG. 104 OF THE MINUTE BOOKS. (CO. RD. 719) -+- I CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS LLJ 6. LLJ i 11 IQ W CITY OF BAKERSFIEL.D STREET RIGHT-OF-WAY PER DOC. NO. O FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. PER C.Q.B. STD. ON SHEET 7 . C.Q.B. STD. D-14, UNLESS NOTED OTHERWISE 92 " " FUTURE TYPE M CURB PER C.O.B. STD. DET. ST -2. 000216099245, O.R. 3 FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. A9 CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. STD. ST -23 AND SPECIAL PROVISION 7-86-10. _ - - - - - - - TRACT BOUNDARY COORDINATE APPLICATION OF RELOCATION WITH CITY. 13 FURNISH & INSTALL CHANNELIZERS AND SIGNS PER C.O.B. STD. DET. T-29. 000217112424, O.R. -ED FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. PHASE BOUNDARY iLd i 14 I 20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. I ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. i I & INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE I I NO. 000217112425, O.R. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS I I 1 BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT I I I D O + 4 I CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE W M A st I aw I j SIGN WITH CONSTRUCTION OF ADJACENT PHASE I 000217010446, O.R. i ` j i ; f f INTERCONNECT CONDUIT w 1 16 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND OM4-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO A CITY OF BAKERSFIEL.D IRREVOCABLE OFFER OF STREET DEDICATION PER I j i i i I I I ( i I I ( i GIN I .N I j I �� N W �o M W , W ; , j I f I ; to Ia f I ( )- I�� ! ! -3----j •d )- Wo Y - n: <n -,---7" , 'n:v> Q I ! ! GROUND CL I + m I d+ oma- 1 S' 0.26% S--6.70% ( j I I II IC -f A00Z I ; I PROPOSED SOUTH FLOWIUNE 424 422 1420 I 418 416 414 412 410 408 406 404 21+50 IDENTICAL POINTS o t -do a" 5 -c. d , 10+25 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 LEGEND LEGEND (CONT. LEGEND (CONT.) NOTES: CONSTRUCTION NOTES: EASEMENT LEGEND ABBREVIATIONS R1-1 -�- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOPA "S5-2" SECI1ON 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 Q 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF FL FLOWLINE PQVC POINT ON VERTICAL CURVE CENTERLINE VERTICAL CURVE - END SCHOOL ZONE "R6-1" - ONE WAY "R5-1" - END _ _ _ _ _ _ SECTION DESIGNATION SEWER DETAILS O 5' (LOCAL STREETS)COMBINATION SIDEWALK PER C.O.B.RN CONSTRUCT 4..O.B. STD DET. ON SHEET 14. COUNTY LAND CO. FILED MAY 2, 1894 CL REV BVC BEGIN ELEVATION EVC END VERTICAL CURVE - DO NOT ENTER »W31(CA)" "R26(CA " - NO PARKING ANYTIME "WT4-1" -DEAD END 2 SHEET WHERE SEC IS SHOWN 2 E PER PAVEMENT SECTION TABLE ON SHEETLOCAL STREETS - PAVEMENT FOR LOCAL STREETS O.B 0 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. A2 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BK. 6191 PG. 1057 O.R. (APPROX. LOCATION) B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION "R3 -5R - RIGHT TURN ONLY W14-2 - NO �T1.ET LOCAL STREET ALL " " E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7" - KEEP RIGHT "R81(CA)" - BIKE LANE O CURVE NUMBER FOR CURVE DESCRIPTION A.C. FOR LOCAL STREETS STREETS TO BE TYPE B . ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 CASE "A" © 5Q' WIDE PACIFIC GAS &ELECTRIC CO. TOWER LINE EASEMENT PER BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE - - STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® ITEM � WORK -SEE SCHEDULE 3. ETCHART ROAD -PAVEMENT TO BE 0.30' TYPE "A" A.C. OVER 0 CONSTRUCT 6' BLOCK WAIL PER WA11 CONSTRUCTION PLANS. BK. 1496 PG. 429 AND BK. 5177 PG. 2250 BOTH O.R. EC PIVC END CURVE TC TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT t� STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 0.80' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ® SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. 0 80' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. O TAPER NUMBER - SEE TABLE OF VERTICAL CURVE GB GRADE BREAK Q STORM DRAIN JUNCTION BOX - REFER TO SEWER & STORM DRAIN PLANS P.O.C. PA POINT ON CURVE R/W RIGHT-OF-WAY" PROPERTY LINE A.P. ANGLE POINT `� " CONSTRUCT TYPE A CATCH BASIN WITH 15 OPENING PER -PIPE 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER 0.85' AGGREGATE BASE OVER 1.20' COMPACTED O.G. TO BE 0 NOT USED ® 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. / SIZE 4"W UTILITY: COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ® CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 7. 6 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. s SEWER - REFER TO SEWER & STORM DRAIN PLANS W -WATER D -DRAIN 5. ' "" COFFEE ROAD -PAVEMENT TO BE 0.45TYPE AA.C. OVER Q PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION COMMUNICATION EASEMENT PER BK. 172, PG. 434 Q.R. @o EXISTING SURVEY MONUMENT ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. G -GAS IRR -IRRIGATION S -SEWER 1.35' AGGREGATE BASE OVER 0.70' COMPACTED O.G. TO BE PTH-02ALKYD. Q A 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 1p EXISTING UTILITY POLE TO BE RELOCATED. VOLUME 29, PG. 104 OF THE MINUTE BOOKS. (CO. RD. 719) -+- CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 6. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLL.ECTOR/ARTERIAL) A8 CITY OF BAKERSFIEL.D STREET RIGHT-OF-WAY PER DOC. NO. -¢- FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. PER C.Q.B. STD. ON SHEET 7 . C.Q.B. STD. D-14, UNLESS NOTED OTHERWISE 92 " " FUTURE TYPE M CURB PER C.O.B. STD. DET. ST -2. 000216099245, O.R. -o- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. A9 CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. STD. ST -23 AND SPECIAL PROVISION 7-86-10. _ - - - - - - - TRACT BOUNDARY COORDINATE APPLICATION OF RELOCATION WITH CITY. 13 FURNISH & INSTALL CHANNELIZERS AND SIGNS PER C.O.B. STD. DET. T-29. 000217112424, O.R. -ED FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. PHASE BOUNDARY 14 PROPOSED 30" IRRIGATION LINE PER SEPARATE PLAN. 20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. & INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE NO. 000217112425, O.R. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CENTERLINE BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & 'i 'h EDGE OF PAVEMENT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE 15 T-34. A CITY OF BAKERSFIEL.D FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. SIGN WITH CONSTRUCTION OF ADJACENT PHASE 000217010446, O.R. Ic INTERCONNECT CONDUIT 16 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND OM4-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO A CITY OF BAKERSFIEL.D IRREVOCABLE OFFER OF STREET DEDICATION PER THE IMPROVEMENTS SHOWN HEREIN. DOC. NO. 217153620, O.R. 424 422 1420 I 418 416 414 412 410 408 406 404 21+50 IDENTICAL POINTS o t -do a" SCALE: 1 " = 50' 50' 25' O' 50' 100' Know what's below. Call before you dig. 5 -c. d , SCALE: 1 " = 50' 50' 25' O' 50' 100' Know what's below. Call before you dig. 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C4 � 14 cS ��-, ��-, I n ^� n C aa( Rj La �'" F j; t 000 t t -- L c°pi E- as t- ` � '• �--+-, I w I STA. 9+27.50, F.L. cv i o: 3 I I II _.�--- -- -- 18"f) I 3 'I` 3 - 1, G.B.AT A N N0. 4 I i 'd fi $ Ii as a �+ t $ u as I 34 TRART BOUNDARY STA 9+71.10 C.I. 51.29 RT. _ t �, i u n N . 3 i ( `nom a V N � 4. T" dO - i W 3$ $ 3 i I I STA. 9+25.58 F.L. I I `7 O o I r i DRIVEWAY t 1, °' '� o va 3� I i ix 0 1 �, {� aci��. $ i ON ac)I veJ�' g STA. 16+51.37, F.L. -- -- N �� 1 t I P.R.C. _ Ql �y, $ STA 9+77.35 C.L.87.05 RT _ o i z N F- "' I N N L _ - (( � - - -1- z _ � i , 1 TA. 16+69.35 F.L. ami CieJi ci4: 1 1 12 STA. 8+88.99 F.L. i ' o� o °i U') - - -! -i o ci LL. ci ei =o M M C3 a.: _ J i o - - - 00 "' t $ $ 1 DRIVEWAY b o f J J -4 J LL1 LI -1 m++ v �+ �o LLl LLl m l 0 v� i I O I P.R.C. o L -►-� i F � � I + I I STA. 15+79.45 C.L. 87.05 RT. _ $ M M STA. 8±85.81, F.L_ N C3 eL Q a.. ) i I I + j o N -' J� J� Q .- .- N N J7 J7 o n00 STA. 16+67.81 F.L. 3 t � cui� F=c6c6 W00 i i 1 00B.C. Oo - $$-- ( ad aoao I ' v I aad oo �� i i STA 9+80.00 C.L 100.40 RT = 5 i N $ I l " = a- f- r� + y 1 t 7 �� 1 �'� x t- f- + + /i (1 r,� ,n I 5� I a m va L 1' M M a cn va u� u� •.1' ll r�STA. 8+75.29 F.L. I i 5 i + + + + ���, ocw �� �� a'"'- r � I 5 i EC. 6 5 a-? 12 m v` -a j I 3 I o o a o a d I v od L, -I__, q o: I 2 ' i 2b' STA. 15+76.80 C.L. 100.40 RT. _ - - - - I W va va ( 34' 11 o; j It 2Q� 20' o: o: v tai v va va va va m va va a a 20' 20' , I 45 I d ci 2 m via via I 20' 20' I a-? a- r- 1 STA. 16+81.51 F.L. I t- I i j (, iJ 5 1 48 I I 30' 30' � D - - 30 30 0- #- - - - - w va va 3 3 30' 30' i -J1 -I Q r 9 in (n wvava L 1' L I (_-- -- _-. L I -- -- -- --- 1 I I - - - R jW i R%Nt I I CREEDE STREET BASALT STREET AVON STREET AVON STREET ETCHART ROAD SEE SHEET 12 SEE SHEET 13 & 14 SEE SHEET 15 SEE SHEET 15 SEE SHEET 17 THORNTON WAY VAIN. WAY STA. 10+00.00 C.L. TO 15+56.8; C.L. STA. 10+00.00 C.L. TO 12+00.26 C.L. SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 1" = 5' VERTICAL 424 420 418 416 414 412 410 408 406 404 402 00 420 j CURVE � ,,, CO l I ; i ' co 444 � I 416 N N I h I i W { I- ��--- 414 197.70' AF4ROXIMATE 416 412 j 54.98' I o 410 C4 as I 412 CL ! WESTFLOWLINE 410 N N I 1 k I j { ! iti afa i 408 404 U- C6 402 ( .O�• r ; a 6--- t �. >W _ i , O F Z lay I W ' j on i i 1 I I { O j F ( t J ( j , in I +I o 0 1 I W of I w - i I' j 0 Q I N O 0) E I r ice' ? z p 1 IN+ p md p cpm{�,1 - V)I cd I tfa I c 9 ( M ui I p # °° ± APPROXIMATE'EXISTING (,�"', '- -+ 00 04 + i iti m APPROXIMATE V i/a i EXISTING! 1 cv o -cc r a , g _+ { •- •- I I (n GR ND 0 aL i I - - --F-- -I-- ci'i T I = vs o- (n- I i mva 's 4i S 2% m� �; - - . i S=0.51IS--0.251S�.50% i mvaava ( c�� vazo Q ( I av~ataic�ia _ _`'� --i- -- - { S-4.25% -0.25% I I CON T I I PR�OS0 ' 1 ST FLOWI�NE .25% CONSTRUCT WITH ( j PHASE 8 -- j I i I PR WEST FLOWAUN 3 I --a %-- i ` CONSTRUCT WITH FPR 'O D EAST FLOWLINE - PHASE 7 > 420 j CURVE i 422 418 444 � OD N '' I OD 420 416 ' oD W W 1 # o 418 414 197.70' AF4ROXIMATE 416 412 L. m m 54.98' 414 410 C4 as I 412 408 ! WESTFLOWLINE 410 406 408 404 U- C6 402 co g I 404 424 422 420 418 416 414 412 410 408 406 404 4 "------' 400 10+25 11 +00 11 +50 8+50 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 424 420 418 416 414 412 410 408 406 404 402 0 CURVE i i h oD I I W Wcn 444 � OD N '' I OD C) i 416 ' oD W W 1 # o th _- 414 197.70' AF4ROXIMATE EXISTING r �; d GROUND 0 C L. m m 54.98' 414 410 C4 as I I I PROP ! WESTFLOWLINE 410 j 408 424 422 420 418 416 414 412 410 408 406 404 4 "------' 400 10+25 11 +00 11 +50 8+50 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 424 420 418 416 414 412 410 408 406 404 402 0 420 f CURVE i 422 h oD I I W Wcn DELTA i n W 416 ' oD W W 222535' 418 414 197.70' 202.06' 416 { �0-n= 35.00' 54.98' 414 410 C4 as I I 408 90b0'00" 410 406 408 404 U- i { ': M 1 1 { O I co g I 404 i , O F Z W �wJ j> -r } W 1 { W I _WJ I W ' i s j I I jI E i -. w { I !i I tpY I V Wr\z�W a j ( p I 0 - �p N O E I r ice' ? z ! ' 1 p cpm{�,1 ( f IZ.� Ep ; I tfa I c 9 ( M ui I p # °° ± APPROXIMATE'EXISTING (,�"', '- } i + a '- a: Li C3 ! c i ij > W ! �y p m + C) D a t3 v + V! a ® I p M lA APPROXIMATE EXIST NG ° (GROUND C.L. '- c a a aq va o: I_/ v j w j } �� 4)� I GROUND�C.Lz;� i -{a �, mva 's 4i S 2% m� �; - - . i S=0.51IS--0.251S�.50% i { _---�_�_L-`-- I m .25% CONSTRUCT WITH ( j PHASE 8 to i ` CONSTRUCT WITH FPR 'O D EAST FLOWLINE - PHASE 7 > a Ii. } I { > ,� lu > i W ' W PROPOSED EAST FLOWUNE j 1; �I 420 f CURVE RADIUS 422 418 DELTA C1 420 416 6.94' 222535' 418 414 197.70' 202.06' 416 412 35.00' 54.98' 414 410 C4 20.00' 412 408 90b0'00" 410 406 408 404 406 402 404 I j 1 4 � i { } I Oq I { OD o C) ! i +d- i i J j - I I j ? + OXIMATE EXISTING o: ac-- OR IND 0 C. m v~a I i j � I ' PROPO' EAST , OWUNE 's I I j ! I 424 422 420 1418 1 416 1 414 f 412 410 408 406 , 00 404 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 35.00' 13.70' 6.94' 222535' C2 84.00' 197.70' 202.06' 134'51'11° C3 35.00' 54.98' 35.00' 90'00'OO" C4 20.00' 31.42' 20.00' 90b0'00" 424 422 420 1418 1 416 1 414 f 412 410 408 406 , 00 404 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 35.00' 13.70' 6.94' 222535' C2 84.00' 197.70' 202.06' 134'51'11° C3 35.00' 54.98' 35.00' 90'00'OO" C4 20.00' 31.42' 20.00' 90b0'00" 4 0 4 10+25 11+00 11+50 10+00 11+00 12+00 13+00 14+00 15+00 15+75 LEGEND: LEGEND (CONT.): LEGEND (CONT.: NOTES: CONSTRUCTION NOTES: EASEMENT LEGEND ABBREVIATIONS R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: SECT1ON t -!- "R7-1" - STOP A 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 0 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF FL FLOWLINE POVC POINT ON VERTICAL CURVE " " 'S5-2" - END SCHOOL ZONE _ _ SECTION DESIGNATION SEWER DETAILS. KERN COUNTY LAND CO. FILED MAY 2, 1894 CL CENTERLINE SVC BEGIN VERTICAL CURVE "R6-1" - ONE WAY "WW31(CA)- - END CONSTRUCT 4.5' (LOCAL STREETS)COMBINATION SIDEWALK PER C.O.B. STD DET. ON SHEET 14. R5-1 - DO NOT ENTER , 50' WIDE PACIFIC GAS &ELECTRIC CO. TOWER LINE EASEMENT PER ELEV ELEVATION EVC END VERTICAL CURVE "R26{CA " - NO PARKING ANYTIME "W1`-1, - DEAD END SHEET 1H; 2. LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER INSTALL STREET SIGN PER C.O.B. STANDARD NAIL T-1. A BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION 'R3 -5R) - RIGHT TURN ONLY W14-2 - NO OUTLET SECTION IS SHOWN LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7" - KEEP RIGHT 'R81(CA)" - BIKE LANE O CURVE NUMBER FOR CURVE DESCRIPTION A.C. FOR LOCAL STREETS STREETS TO BE TYPE "B".4 CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 CASE. "A" 50WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE - - o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ITEM OF WORK - SEE SCHEDULE 3. ETCHART ROAD - PAVEMENT TO BE 0.30' TYPE "A' A.C. OVER BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. EC END CURVE TC TOP OF CURB ® (5 CONSTRUCT 6' BLOCK WALL PER WALT. CONSTRUCTION PLANS. STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 0.80' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE 0 80' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER PIVC POINT TI AL CU INTERSECTION TP TOP OF PAVEMENT 1 TAPER NUMBER - SEE TABLE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. OF VERTICAL CURVE GB GRADE BREAK Q STORM DRAIN JUNCTION BOX -REFER TO SEWER &STORM DRAIN PLANS O P.O.C. POINT ON CURVE RjW RIGHT-OF-WAY , , 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER NOT USED � 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PA PROPERTY LINE A.P. ANGLE POINT ` CONSTRUCT TYPE A CATCH BASIN WITH ISE. OPENING PER PIPE SIZE 0.85' AGGREGATE BASE OVER 1.20' COMPACTED O.G. TO BE PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). C.O.B. STD. D-14. UNLESS NOTED OTHERWISE 1- COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET ON SHEET 7. E.P. EDGE OF PAVEMENT CjG CURB AND LITTER 4 W UTILITY.. 010' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY D -DRAIN O FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. s SEWER - REFER TO SEWER & STORM DRAIN PLANS W -WATER 5. COFFEE ROAD - PAVEMENT TO BE 0.45' TYPE 'A" A.C. OVER �g PAINT 12" LIMIT LINE UNG THfRMf�LASTiC PAINT PER CALTRANS STANDARD SPECIFICATION COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. G -GAS IRR -IRRIGATION PTH-02ALKYD. @ EXISTING SURVEY MONUMENT ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. S_SEWER 1.35' AGGREGATE BASE OVER 0.70' COMPACTED O.G. TO BE Q A 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. COMPACTED TO 957. RELATIVE DENSITY PER C.O.B. STD. ST -9. 10 EXISTING UTILITY POLE TO BE RELOCATED. VOLUME 29, PG. 104 OF THE MINUTE BOOKS. (CO. RD. 719) CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY Wj3' WINGS 6. ALL CATCH BASINS TO BE TYPE "A" WITH 15' OPENINGS PER 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTORjARTERIAL) ® CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. - - FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. E PER C.O.B. STD. ON SHEET 7 . C.O.B. STD. D-14, UNLESS NOTED OTHERWISE „ , 000216099245, O.R. 12 FUTURE TYPE M CURB PER C.O.B. STD. DET. ST -2. n �- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. A9 CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. STD. ST -23 AND SPECIAL PROVISION 7-86-10. -" " - - - - - - TRACT BOUNDARY COORDINATE APPLICATION OF RELOCATION WITH CITY. 13 FURNISH & INSTALL CHANNEUZERS AND SIGNS PER C.O.B. STD. DET T-29. 000217112424, O.R. -ca- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. _ PHASE BOUNDARY 14 PROPOSED 30' IRRIGATION LINE PER SEPARATE PLAN. 20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. - - _ ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. CENTERLINE 8, INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE N0. 000217112425. O.R. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & ./r ./s EDGE OF PAVEMENT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE 15 T-34. A CITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. SIGN WITH COIdS1RUCTiON OF ADJACENT PHASE. 000217010446, O.R. Ic INTERCONNECT CONDUIT INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND 16 OM4-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO A CITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER THE IMPROVEMENTS SHOWN HEREIN. DOC. NO. 217153620, O.R. CONSTRUCT WITH PHASE 7 a INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AT 17 PHASE/TRACT BOUNDARY. REMOVE & SALVAGE WITH THE CONSTRUCTION OF ADJACENT PHASE. 6R f -o.t-" 4 4 SCALE: 1 " = 50' 50' 25' 0' 50' 100' Know what's below. 0111 before you dig. 0i�e�w 6R f -o.t-" 4 4 SCALE: 1 " = 50' 50' 25' 0' 50' 100' Know what's below. 0111 before you dig. 0i�e�w SCALE: 1 " = 50' 50' 25' 0' 50' 100' Know what's below. 0111 before you dig. 0i�e�w REMAINDER PARCEL PER LOT 14 LOT 15 TRACT BOUNDARY ' P.M.W. No. 712 I BEGIN DETAI 97(R) SALES MAP OF LANDS OF SALES MAP OF LANDS OF INTERSECTION STA. 22+01.33 C.L. ETCHART ROAD CL = 'STA. 29+81.48 C.L. I STA 16+61.35 C.L.6.00 R. EX. 12' IRRIGATION STA. 12+00.26 C.L. VAIL WAY CL I KERN COUNTY LAND CO. MATCH UNE -D TALL . B I BK. 5862, PG. 291 O.R. LINE TO BE REMOVED KERN COUNTY LAND CO. 3 STA. 29+81.51 C L 6.40 R. _I i (E --W MID SEC&I V UNE - N 8$37551' W) TRACT BOUNDARY PROPOSED EDGE t PROPOSED EDGE C STA. 16+61.32 C.L.17+00 18+00_ OF PAVEMENT _19+00 20+00 21+00 22+00 __23+00 ( 25+00 _ 26+00 OF PAVEMENT 27+00 28+00- 29+00 30+00 - S88 54 31 E 540.01 S88 54 31 E 780.15 !� r�-1-! ! _ _ ! !i�-l-! !-l-l� ! ! E!�! !�-!•!-l-l�-1--l-1-ill l--l�-l-l-�i•*�- -l-l�-l-1-lf -�-1-:--�-1� !- *-�• !-!-� TEMPORARY FLOWAGE & 16 1 DETAIL 22(1) N 6' DETAIL 27(B) TO BE CONSTRUCTED WITH PHASE 7 TRACT BOUNDARY/SALESMAP UNE/STREET CENTERLINE r 6' DETAIL 27(B) DETAIL 22(T) I DRAINAGE EASEMENT PER �, _ d COB DOC. 000217018635 1 11 15 co 10 9 4 C2 d co in 4- f) 1 11 15 TO CONSTRUCT® WITH PHASE 7 - { N d _ IC IC IC CA -OIL_rA -- -- - - -- --- -- -- ----- - - RC1 3 - -- - - - - - - -- -� - -- - -- -- -- -- IR/Wc_� RAW - _71 - �i \ �m 0 17 Q I\ EXISTING IRRIGknoN ♦ --oil 1 6 UNE TO REMOVED u i �� o I I I I I I I I I I $ a0 coo 6 7 8 9 q10 $ I a� $ 13 14 15 1 TEMPORARY SUMP ♦ , , , M , o m , 11 12 6 17 18 19 20 21 i 22 W W _ M VOL REQ D. 0.12 AC FT r�i VOL PROV.: 0.12 AC -FT o= $ $ ♦ I I I I I J -1� i} ; 1 I I I I 1 I I v U Z Z W U i ■ ao ! cv '- cS I I I I I I I I I I J J I W o: 1.5' DEEP -NO FENCE REQ'D. M �( r` W d 2' I ,� V) I I I I I I I I I �� I a n co 0 $�� -s ♦♦ 5 cc �^ 1 i acv �� zco� I W _ =W`°� 65 ' co co Zvi co3 q. I I I I I .,n ++ I 2' I to to++ w+ I I I I I I I i I a N N I I N 1�- �= I /� Q m cam! \ I I I i I + 2' { in N rn Q W m N N UTTM `T ■ m.a �cvc� II :t I ►-►-CIJ 04 Z►- I I I I I I I I I a _ W v� ■ $�+ + ♦ 1 a mv�iv�i 3�' vaa a l I I I I I I I I QNNI N Ll l �' � cncn In PHASE 6 EW, 1 { ■ m VAIL WAY ' SEE SHEET 16 426 424 422 420 418 416 414 412 410 408 406 404 ETCHART ROAD STA. 16+61.32 C.L. TO 29+81.48 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL m_ ,II LEGEND (CONT.. LEGEND (CONT.): NOTES CONSTRUCTION NOTES: EASEMENT 426 ABBREVIATIONS R1-1 g FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 'R1-1' - STOPA "S5-2" SECTION 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND O CONSTRUCT TYPE 'B" CURB & GUTTER PER C.O.B. STD ST -1 A 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF l!,I FL CL FLOWLINE POVC POINT ON VERTICAL CURVE CENTERLINE BVC BEGiN VERTICAL CURVE - END SCHOOL ZONE "R6-1" - ONE WAY "R5-1" -W31(CA)' - END _ _ _ _ _ _ SECTION DESIGNATION SEWER DETAILS 424 CONSTRUCT 4.5' (LOCAL SIREETS)COMBINATiON SIDEWALK PER C.O.B. STD DET. ON SHEET 14. KERN COUNTY LAND CO. FILED MAY 2, 1894 ELEV ELEVATION EVC END VERTICAL CURVE - DO NOT ENTER "R26(CA " - NO PARKING ANYTIME "W14-1" - DEAD END 2 SHEET WHERE SECTION IS SttOWN 2. LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION 'R3 -5R - RIGHT TURN ONLY W14-2 - NO OUTLET 'R4 "R81(CA)' - BIKE LANE CURVE NUMBER FOR CURVE DESCRIPTION LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL A.C. FOR LOCAL STREETS STREETS TO BE TYPE "B". ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 CASE "A" 422 E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE -Y - KEEP RIGHT 420 Q BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE ---D- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS � ITEM OF WORK - SEE SCHEDULE 3. ETCHART ROAD - PAVEMENT TO BE 0.30' TYPE "A" A.C. OVER M CONSTRUCT 6' BLOCK WAIL PER WALL CONSTRUCTION PLANS. 418 BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. EC PIVC END CURVE TC TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS " 0.80' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ® SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. Q 80' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. " 416 O TAPER NUMBER - SEE TABLE 414 OF VERTICAL CURVE GB GRADE BREAK Q STORM DRAIN JUNCTION BOX - REFER TO SEWER & STORM DRAIN PLANS 412 POINT ON CURVE R/W RIGHT-OF-WAY" PROPERTY LINE A.P. ANGLE POINT `' " , CONSTRUCT TYPE A CATCH BASiN WITH 3.5 OPENING PER 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.G OVER 0.85' AGGREGATE BASE OVER 1.20' COMPACTED O.G. TO BE O NOT USED 5 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). 50' 25' O' 50' 100' E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER 410 C O.B. STD. D-14, UNLESS NOTED OTHERWISE 4 "yy �- PIPE SIZE UTILITY. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9 . �8 CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 7. 6 Q 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. s SEWER - REFER TO SEWER & STORM DRAIN PLANS W -WATER D -DRAIN 5. " " COFFEE ROAD -PAVEMENT TO BE 0.45 TYPE A A C. OVER 9 O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAiNT PER CALTRANS STANDARD SPECIFICATION COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. 408 @ EXISTING SURVEY MONUMENT ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. G -GAS IRR -IRRIGATION S -SEWER 1.35' AGGREGATE BASE OVER 0.70' COMPACTED O.G. TO BE© pTH-02ALKYD. A 30' WiDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER FURNISH & SIGN PER C.O.B. STD. T-1. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 10 406 VOLUME 29, PG. 104 OF THE MINUTE BOOKS. (CO. RD. 719) -}- INSTALL STREET ' 404 29+00 30+001 m_ ,II LEGEND (CONT.. LEGEND (CONT.): NOTES CONSTRUCTION NOTES: EASEMENT LEGEND ABBREVIATIONS R1-1 g FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 'R1-1' - STOPA "S5-2" SECTION 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND O CONSTRUCT TYPE 'B" CURB & GUTTER PER C.O.B. STD ST -1 A 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF FL CL FLOWLINE POVC POINT ON VERTICAL CURVE CENTERLINE BVC BEGiN VERTICAL CURVE - END SCHOOL ZONE "R6-1" - ONE WAY "R5-1" -W31(CA)' - END _ _ _ _ _ _ SECTION DESIGNATION SEWER DETAILS 0 CONSTRUCT 4.5' (LOCAL SIREETS)COMBINATiON SIDEWALK PER C.O.B. STD DET. ON SHEET 14. KERN COUNTY LAND CO. FILED MAY 2, 1894 ELEV ELEVATION EVC END VERTICAL CURVE - DO NOT ENTER "R26(CA " - NO PARKING ANYTIME "W14-1" - DEAD END 2 SHEET WHERE SECTION IS SttOWN 2. LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION 'R3 -5R - RIGHT TURN ONLY W14-2 - NO OUTLET 'R4 "R81(CA)' - BIKE LANE CURVE NUMBER FOR CURVE DESCRIPTION LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL A.C. FOR LOCAL STREETS STREETS TO BE TYPE "B". ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 CASE "A" 50' WiDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE -Y - KEEP RIGHT Q BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE ---D- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS � ITEM OF WORK - SEE SCHEDULE 3. ETCHART ROAD - PAVEMENT TO BE 0.30' TYPE "A" A.C. OVER �5 CONSTRUCT 6' BLOCK WAIL PER WALL CONSTRUCTION PLANS. BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. EC PIVC END CURVE TC TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 0.80' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ® SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. Q 80' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. " O TAPER NUMBER - SEE TABLE SCALE: 1 = 50' OF VERTICAL CURVE GB GRADE BREAK Q STORM DRAIN JUNCTION BOX - REFER TO SEWER & STORM DRAIN PLANS P.O.C. PA POINT ON CURVE R/W RIGHT-OF-WAY" PROPERTY LINE A.P. ANGLE POINT `' " , CONSTRUCT TYPE A CATCH BASiN WITH 3.5 OPENING PER 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.G OVER 0.85' AGGREGATE BASE OVER 1.20' COMPACTED O.G. TO BE O NOT USED 5 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). 50' 25' O' 50' 100' E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER C O.B. STD. D-14, UNLESS NOTED OTHERWISE 4 "yy �- PIPE SIZE UTILITY. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9 . �8 CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 7. 6 Q 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. s SEWER - REFER TO SEWER & STORM DRAIN PLANS W -WATER D -DRAIN 5. " " COFFEE ROAD -PAVEMENT TO BE 0.45 TYPE A A C. OVER 9 O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAiNT PER CALTRANS STANDARD SPECIFICATION COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. @ EXISTING SURVEY MONUMENT ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. G -GAS IRR -IRRIGATION S -SEWER 1.35' AGGREGATE BASE OVER 0.70' COMPACTED O.G. TO BE© pTH-02ALKYD. A 30' WiDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER FURNISH & SIGN PER C.O.B. STD. T-1. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 10 EXISTING UTILITY POLE TO BE RELOCATED. VOLUME 29, PG. 104 OF THE MINUTE BOOKS. (CO. RD. 719) -}- INSTALL STREET CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 6. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER 11 CONSTRUCT 5.5' COMBINATiON SIDEWALK PER C.O.B. STD ST-5(COLL.ECTOR/ARTERIAL) /8\ CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO, + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. PER C.O.B. STD. ON SHEET 7 . C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 12 " " CURB PER C.O.B. STD. DET. ST - FUTURE TYPE M 2. 000216099245, O.R. � -o- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.Q.B. IiI'IIiiI 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. 0 CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. STD. ST -23 AND SPECIAL PROVISION 7-86-10. - - _ - - - - TRACT BOUNDARY COORDINATE APPLICATION OF RELOCATION WITH CITY. 13 FURNISH & INSTALL CHANNELIZERS AND SIGNS PER C.O.B. STD. DET. T-29. 0002171124249 O.R. - D - FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.Q.B. STD. PHASE BOUNDARY 14 PROPOSED 30" IRRIGATiON LINE PER SEPARATE PLAN. 20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. OF ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. 8. INSTALL W-31(CA) SIGN WITH OIu14-3 MARKER AT THE PHASE N0. 000217TY O.R. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CENTERLINE �►�,Q BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE 15 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & T-34. , , Know below. J 'A EDGE OF PAVEMENT A CITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. what's SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 000217010446, O.R. is INTERCONNECT CONDUIT 1S 0 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND OM4-3 MARKERS IF TRACT 7264 OFFSLTE IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO A CITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER Call before you dig. THE IMPROVEMENTS SHOWN HEREIN. DOC. NO. 2171536209 O.R. 17 FURNISH & INSTALL STREET LIGHT 22000 LUMEN PER CITY OF BAKERSFIELD STANDARD. iIIiiIj� d- -* 4;fi T`�r'1'-ii - _ _ L= - - . � 17+00 18+00 19+00 20+00 21+00 22+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 30.00' 46.98' 29.85' 89'43'02' C2 30.00' 47.27' 30.15' 9016'58' CAIz 2:1 MAXSLOPES 5�.0 45' 34' 2.0% MIN. 2.47o MAX. 23+00 6' , 2' R/W PAI 1 O 0.30' A.C. PAVING T.I.=6.0 0.80AGG. BASE oS' COMPACTED SUBGRADE"R" VAUE=31 COMPACTED TO 95% ETCHART ROAD STA 16+61.32 TO 27+86.55 A SCALE: 1" = 10' (HORIZ) 24+00 25+00 3' 1 f6' -f46' 2' FOOTING EASEMENT IES PER THE FINAL MAP 2.0% MINPAD ELEV. 26+00 27+00 f 0 ? --dA--.Z$ VNIT I v0Lj w LEGEND: LEGEND (CONT.. LEGEND (CONT.): NOTES CONSTRUCTION NOTES: EASEMENT LEGEND ABBREVIATIONS R1-1 g FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 'R1-1' - STOPA "S5-2" SECTION 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND CAIz 2:1 MAXSLOPES 5�.0 45' 34' 2.0% MIN. 2.47o MAX. 23+00 6' , 2' R/W PAI 1 O 0.30' A.C. PAVING T.I.=6.0 0.80AGG. BASE oS' COMPACTED SUBGRADE"R" VAUE=31 COMPACTED TO 95% ETCHART ROAD STA 16+61.32 TO 27+86.55 A SCALE: 1" = 10' (HORIZ) 24+00 25+00 3' 1 f6' -f46' 2' FOOTING EASEMENT IES PER THE FINAL MAP 2.0% MINPAD ELEV. 26+00 27+00 f 0 ? --dA--.Z$ VNIT I v0Lj w LEGEND: LEGEND (CONT.. LEGEND (CONT.): NOTES CONSTRUCTION NOTES: EASEMENT LEGEND ABBREVIATIONS R1-1 g FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 'R1-1' - STOPA "S5-2" SECTION 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND O CONSTRUCT TYPE 'B" CURB & GUTTER PER C.O.B. STD ST -1 A 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF FL CL FLOWLINE POVC POINT ON VERTICAL CURVE CENTERLINE BVC BEGiN VERTICAL CURVE - END SCHOOL ZONE "R6-1" - ONE WAY "R5-1" -W31(CA)' - END _ _ _ _ _ _ SECTION DESIGNATION SEWER DETAILS 0 CONSTRUCT 4.5' (LOCAL SIREETS)COMBINATiON SIDEWALK PER C.O.B. STD DET. ON SHEET 14. KERN COUNTY LAND CO. FILED MAY 2, 1894 ELEV ELEVATION EVC END VERTICAL CURVE - DO NOT ENTER "R26(CA " - NO PARKING ANYTIME "W14-1" - DEAD END 2 SHEET WHERE SECTION IS SttOWN 2. LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION 'R3 -5R - RIGHT TURN ONLY W14-2 - NO OUTLET 'R4 "R81(CA)' - BIKE LANE CURVE NUMBER FOR CURVE DESCRIPTION LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL A.C. FOR LOCAL STREETS STREETS TO BE TYPE "B". ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 CASE "A" 50' WiDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE -Y - KEEP RIGHT Q BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE ---D- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS � ITEM OF WORK - SEE SCHEDULE 3. ETCHART ROAD - PAVEMENT TO BE 0.30' TYPE "A" A.C. OVER �5 CONSTRUCT 6' BLOCK WAIL PER WALL CONSTRUCTION PLANS. BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. EC PIVC END CURVE TC TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 0.80' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ® SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. Q 80' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. " O TAPER NUMBER - SEE TABLE SCALE: 1 = 50' OF VERTICAL CURVE GB GRADE BREAK Q STORM DRAIN JUNCTION BOX - REFER TO SEWER & STORM DRAIN PLANS P.O.C. PA POINT ON CURVE R/W RIGHT-OF-WAY" PROPERTY LINE A.P. ANGLE POINT `' " , CONSTRUCT TYPE A CATCH BASiN WITH 3.5 OPENING PER 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.G OVER 0.85' AGGREGATE BASE OVER 1.20' COMPACTED O.G. TO BE O NOT USED 5 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). 50' 25' O' 50' 100' E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER C O.B. STD. D-14, UNLESS NOTED OTHERWISE 4 "yy �- PIPE SIZE UTILITY. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9 . �8 CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 7. 6 Q 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. s SEWER - REFER TO SEWER & STORM DRAIN PLANS W -WATER D -DRAIN 5. " " COFFEE ROAD -PAVEMENT TO BE 0.45 TYPE A A C. OVER 9 O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAiNT PER CALTRANS STANDARD SPECIFICATION COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. @ EXISTING SURVEY MONUMENT ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. G -GAS IRR -IRRIGATION S -SEWER 1.35' AGGREGATE BASE OVER 0.70' COMPACTED O.G. TO BE© pTH-02ALKYD. A 30' WiDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER FURNISH & SIGN PER C.O.B. STD. T-1. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 10 EXISTING UTILITY POLE TO BE RELOCATED. VOLUME 29, PG. 104 OF THE MINUTE BOOKS. (CO. RD. 719) -}- INSTALL STREET CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 6. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER 11 CONSTRUCT 5.5' COMBINATiON SIDEWALK PER C.O.B. STD ST-5(COLL.ECTOR/ARTERIAL) /8\ CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO, + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. PER C.O.B. STD. ON SHEET 7 . C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 12 " " CURB PER C.O.B. STD. DET. ST - FUTURE TYPE M 2. 000216099245, O.R. � -o- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.Q.B. 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. 0 CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. STD. ST -23 AND SPECIAL PROVISION 7-86-10. - - _ - - - - TRACT BOUNDARY COORDINATE APPLICATION OF RELOCATION WITH CITY. 13 FURNISH & INSTALL CHANNELIZERS AND SIGNS PER C.O.B. STD. DET. T-29. 0002171124249 O.R. - D - FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.Q.B. STD. PHASE BOUNDARY 14 PROPOSED 30" IRRIGATiON LINE PER SEPARATE PLAN. 20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. OF ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. 8. INSTALL W-31(CA) SIGN WITH OIu14-3 MARKER AT THE PHASE N0. 000217TY O.R. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CENTERLINE BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE 15 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & T-34. , , Know below. J 'A EDGE OF PAVEMENT A CITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. what's SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 000217010446, O.R. is INTERCONNECT CONDUIT 1S 0 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND OM4-3 MARKERS IF TRACT 7264 OFFSLTE IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO A CITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER Call before you dig. THE IMPROVEMENTS SHOWN HEREIN. DOC. NO. 2171536209 O.R. 17 FURNISH & INSTALL STREET LIGHT 22000 LUMEN PER CITY OF BAKERSFIELD STANDARD. LOT 16 SALES MAP OF LANDS OF KERN EX OVERHEAD MATCH SHEET 16 -DETAIL 27(Bi COUNTY LAND CO. LINES TO REMAINEMAIN STA. 29+81.51 C.L. 6.00 RT. EX. ORCHARD - TRACT BOUNDARY STA. 29+81.48 C.L. -- ps8*54',31*E -29+00 194.76' is mg 28+DD ! TO BE CONSTRUCTED WITH PHASE'7 II I I 21 22 I 1 I 11 PHALE 9 I I 1 I 428 42fi 424 422 420 418 416 414 412 410 p 1, RrM (E -W MID SECACYV UNE - N 8837'51' W) S88 i 31+00 ' 31"E 66D.D8' f +00 - 33+00 - 34+00 - ---- - ----- 'S4 - ----- - -- - -� - - - - - -- - - � - -- LX IAIL Uk i j C � ETCHART RD./TRACT BOUNDARY/SALESMAP"LIN L 6' DL R/W CN i Co 'n M TO -BE -CONSTRUCTED -WITH PHASE 7 ' - �OIL -----OIL. -OIL-oiLf-t- - R/W III mm PHASE 10 FUTURE PARK SITE ETCHART ROAD STA. 29+81.48 C.L. TO 36+41.56 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL END CURVE -DETAIL 27(B)/ MATCH EXISTING STRIPING STA. 36+33.88 C.L. 24.19 LT. 35+00 36+DD 1. DETAIL 27(B) 15 C2 i 9 17 LOT 17 SALES MAP OF LANDS OF KERN U: COUNTY LAND CO. N 2001 Chi. AC. M M h CURVE 00 W W' M o h 00 >< H Z DELTA -! 53 ii I C W 2: Wto U. WRiRi 1-8 Uj F-p'W�++ m Z Q L1.W W N N N >< 0., (n ' a ~ a= in in v, q, R/W III mm PHASE 10 FUTURE PARK SITE ETCHART ROAD STA. 29+81.48 C.L. TO 36+41.56 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL END CURVE -DETAIL 27(B)/ MATCH EXISTING STRIPING STA. 36+33.88 C.L. 24.19 LT. 35+00 36+DD 1. DETAIL 27(B) 15 C2 i 9 17 LOT 17 SALES MAP OF LANDS OF KERN U: COUNTY LAND CO. N 2001 Chi. AC. M M h 1z$' CURVE 428 � o T -I DELTA � 42fi 46.98' I 89'44'D4" 1 424 47.31' 3D.19' c+v M W s SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND � 422 3D' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF i C1 FL FLOWUNE POVC POINT ON VERTICAL CURVE CENTERLINE 0 4 418 SEWER DETAILS Q CONSTRUCT 4.5' (LOCAL STREETS)COMBINATiON SIDEWALK PER C.O.B. STD DET. ON SHEET 14. W - 416 W a i i BVC BEGIN VERTICAL CURVE ELEVATION EVC END VERTICAL CURVE C3 m 3 2. LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL Q 412 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) f i 410 <U U: C3 "R26(C ') -RIGHT TURN ONLY W14-2 - NO OUTLET 408 o "B". 54' rn rn P m E.C.R. 60' "R4-7" - KEEP RIGHT "R81(CA)" -BIKE LANE O CURVE NUMBER FOR CURVE DESCRIPTION I CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2DD2 CASE "A" I 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER v w vri vri v~i - - o � ® ITEM OF WORK -SEE SCHEDULE 3. • " ETCHART ROAD -PAVEMENT TO BE D.30 TYPE A A C. OVER 06 CONSTRUCT 6 BLOCK WALL PER WALL CONSTRUCTION PLANS. oil EC PIVC COFFEE ROAD ® STORM DRAiN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS SEE SHEET 18 1z$' CURVE 428 LENGTH T -I DELTA � 42fi 46.98' I 89'44'D4" 1 424 47.31' 3D.19' 90"21'53" SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND � 422 3D' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF W 1420 FL FLOWUNE POVC POINT ON VERTICAL CURVE CENTERLINE 0 "R6-1" - ONE WAY »S5-2" . END SCHOOL ZONE "R5-1" W31(CA) - END 418 SEWER DETAILS Q CONSTRUCT 4.5' (LOCAL STREETS)COMBINATiON SIDEWALK PER C.O.B. STD DET. ON SHEET 14. W 416 W a i i BVC BEGIN VERTICAL CURVE ELEVATION EVC END VERTICAL CURVE 414 SHEET WHERE 2 SECTION IS SHOWN 2. LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL Q 412 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) f i 410 B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION "R26(C ') -RIGHT TURN ONLY W14-2 - NO OUTLET 408 "B". 3fi+001 i`3 408 28+50 29+00 q VARIES 45' TO 5D.78' 30+00 31+00 R/W PA I I VARIES 34' TO 39.78' 11' 3' � 6' 2' I az z I mI o m I I 2:1 MAX. SLOPE 2.0% MIN, i m � - - - I 2.4% MAX. 2% GROUNDOSTIND D.3D' A.C. PAVING 11 2% T.I. 6.0 0.8D' AGG. BASE 1 "R" VALUE = 31 o.50' COMPACTED SUBGRADE COMPACTED TO 95% ETCHART ROAD STA 27+86.55 TO 29+81.58 A SCALE: 1" = 10' (HORIZ) 18 -t20' 2% MIN. 4.1 MAX. 32+00 2' FOOTING EASEMENT PER THE FINAL MAP 33+00 34+00 35+00 (i R/W VARIES 50.78' TO 61' VARIES 39.78' TO 50' 6' I I DAYLIGHT 2:1 I TO EXISTING 2.0% MIN. L�j 2.4% MAX. 2% 2% EXISTING GROUND 11 -D.30' A.C. PAVING T.I. 6.0 -0.80' AGG. BASE 1 "R" VALUE 31 D.50' COMPACTED SUBGRADE COMPACTED TO 95% ETCHART ROAD STA 29+81.58 TO 35+57.99 B SCALE: 1" = 10' (HORiZ) 18 FD. 2" I.P. WITH K.C.S. B.C. MKD. "REPL 9-3-76" FOR E. 1/4 COR. SEC. 5, 29/27 PER FILED MAP No. 7-1, BK. 6, PG. 50 36+41.56 C.L ETCHART ROAD CL = 36+40.85 C.L. COFFEE RD CNT ADJUST EXISTING MONUMENT COVER TO FINISHED GRADE FD. 2" I.P. WITH K.C.S. B.C. MKD. FOR SALES MAP COR., 24" DEEP PER FiLED MAP No. 7-1, BK. 6, PG. 50 Ex. ORCHARD J CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Ct 3D.OD' 46.98' 29.86' 89'44'D4" C2 3D.DD' 47.31' 3D.19' 90"21'53" SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND � CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 3D' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF FL FLOWUNE POVC POINT ON VERTICAL CURVE CENTERLINE "R6-1" - ONE WAY »S5-2" . END SCHOOL ZONE "R5-1" W31(CA) - END _ _ _ _ _ _ SECTION DESIGNATION SEWER DETAILS Q CONSTRUCT 4.5' (LOCAL STREETS)COMBINATiON SIDEWALK PER C.O.B. STD DET. ON SHEET 14. KERN COUNTY LAND CO. FILED MAY 2, 1894 ( CL ELEV BVC BEGIN VERTICAL CURVE ELEVATION EVC END VERTICAL CURVE h SHEET WHERE 2 SECTION IS SHOWN 2. LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL Q INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION "R26(C ') -RIGHT TURN ONLY W14-2 - NO OUTLET "B". w E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7" - KEEP RIGHT "R81(CA)" -BIKE LANE O CURVE NUMBER FOR CURVE DESCRIPTION I CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2DD2 CASE "A" I 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER v BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE - - o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK -SEE SCHEDULE 3. • " ETCHART ROAD -PAVEMENT TO BE D.30 TYPE A A C. OVER 06 CONSTRUCT 6 BLOCK WALL PER WALL CONSTRUCTION PLANS. BK. 1496, PG. 429 AND BK. 5177, PG. 225D BOTH O.R. EC PIVC END CURVE TC TOP OF CURB POINT INTERSECTION TP TOP OF PAVEMENT ® STORM DRAiN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS D.80' AGGREGATE BASE OVER D.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 6 SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. 0 80' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER BK. 1496 PG. 429 AND BK. 5177 PG. 2250 BOTH O.R. , 1 TAPER NUMBER - SEE TABLE O SCALE: 1 50 TI OF VERTICAL CURVE G3 GRADE BREAK 0 STORM DRAIN JUNCTION BOX -REFER TO SEWER &STORM DRAIN PLANS M P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY "A" CONSTRUCT TYPE A CATCH BASIN WITH 3.5 OPENING PER 4. SNOW ROAD - PAVEMENT TO BE D.45' TYPE "A" A.C. OVER NOT USED A 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). 50' 25' 0' 50' 100' PA E.P. PROPERTY UNE A.P. ANGLE POINT EDGE OF PAVEMENT C/G CURB AND GUTTER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE ;- PIPE SIZE 4 W UTILITY: D.85' AGGREGATE BASE OVER 1.2D' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ®CONSTRUCT ANGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 7. j f s ai4. I � 10' WIDE PACiFiC TELEPHONE AND TELEGRAPH COMPANY Q FURNISH & iNSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. S SEWER - REFER TO SEWER & STORM DRAIN PLANS W -WATER D -DRAIN 5. COFFEE ROAD - PAVEMENT TO BE D.45' TYPE "A" A.C. OVER g O PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION i EXISTING SURVEY MONUMENT ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. G -GAS IRR -IRRIGATION S -SEWER 1.35' AGGREGATE BASE OVER D.70' COMPACTED O.G. TO BE PTH-D2ALKYD. 0 A 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER FURNISH & PER C.O.B. STD. T-1. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAiN PLANS. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 1p EXISTING UTILITY POLE TO BE RELOCATED. VOLUME 29, PG. 104 OF THE MiNUTE BOOKS. (CO. RD. 719) --}-- INSTALL STREET SiGN 0 o i 0 I APPRDXI ATE EXISTING 11 I APPROXIMATE EXISTING CITY OF BAKERSFiELD STREET RIGHT-OF-WAY PER DOC. NO. + FURNiSH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. Uj � � - � � - - _ _ _ = I -` -`` S D.5 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. A CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. STD. ST -23 AND SPECIAL PROVISION 7-86-10. - - - - - GROUND C.L. GROUND ®FLO NE - - _ = - - _ - _ _ _ - -`! _ - - S=0.61% 14 PROPOSED 30" IRRIGATION LINE PER SEPARATE PLAN. ! rn o ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. 8. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE NO. 000217112425, O.R. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - - CENTERUNE BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE iS NOT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE 15 O FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & T-34. FLOWAGE PER Know below. '/ Al EDGE OF PAVEMENT A CITY OF BAKERSFiELD & DRAINAGE EASEMENT DOC. NO. what s aha AGN WITH CONSTRUCTION � ADJACENT PHASE. 0.61%�W D00217010446, O.R. Ic INTERCONNECT CONDUIT 16 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND OM4-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT CONSTRUCT PRIOR TO A CITY OF BAKERSFiELD IRREVOCABLE OFFER OF STREET DEDICATION PER Call before you di �� THE IMPROVEMENTS SHOWN HEREIN. DOC. NO. 217153620, O.R. BE CON STRUCTED� NTH PH) SE 7 a Ga j PROPOSED TH FLD NE { z �1W I , 4 W I If i t i = w - - i ! V 408 28+50 29+00 q VARIES 45' TO 5D.78' 30+00 31+00 R/W PA I I VARIES 34' TO 39.78' 11' 3' � 6' 2' I az z I mI o m I I 2:1 MAX. SLOPE 2.0% MIN, i m � - - - I 2.4% MAX. 2% GROUNDOSTIND D.3D' A.C. PAVING 11 2% T.I. 6.0 0.8D' AGG. BASE 1 "R" VALUE = 31 o.50' COMPACTED SUBGRADE COMPACTED TO 95% ETCHART ROAD STA 27+86.55 TO 29+81.58 A SCALE: 1" = 10' (HORIZ) 18 -t20' 2% MIN. 4.1 MAX. 32+00 2' FOOTING EASEMENT PER THE FINAL MAP 33+00 34+00 35+00 (i R/W VARIES 50.78' TO 61' VARIES 39.78' TO 50' 6' I I DAYLIGHT 2:1 I TO EXISTING 2.0% MIN. L�j 2.4% MAX. 2% 2% EXISTING GROUND 11 -D.30' A.C. PAVING T.I. 6.0 -0.80' AGG. BASE 1 "R" VALUE 31 D.50' COMPACTED SUBGRADE COMPACTED TO 95% ETCHART ROAD STA 29+81.58 TO 35+57.99 B SCALE: 1" = 10' (HORiZ) 18 FD. 2" I.P. WITH K.C.S. B.C. MKD. "REPL 9-3-76" FOR E. 1/4 COR. SEC. 5, 29/27 PER FILED MAP No. 7-1, BK. 6, PG. 50 36+41.56 C.L ETCHART ROAD CL = 36+40.85 C.L. COFFEE RD CNT ADJUST EXISTING MONUMENT COVER TO FINISHED GRADE FD. 2" I.P. WITH K.C.S. B.C. MKD. FOR SALES MAP COR., 24" DEEP PER FiLED MAP No. 7-1, BK. 6, PG. 50 Ex. ORCHARD J CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Ct 3D.OD' 46.98' 29.86' 89'44'D4" C2 3D.DD' 47.31' 3D.19' 90"21'53" _Ui)`I-T i.w oNL�__.. N_ � nr c D R _ LEGEND: LEGEND (CONT., LEGEND (CONT.) NOTES: CONSTRUCTION NOTES: EASEMENT LEGEND ABBREVIATIONS R1-1 -!- FURNISH & INSTAL_ TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP SECTION A 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND � CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 3D' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF FL FLOWUNE POVC POINT ON VERTICAL CURVE CENTERLINE "R6-1" - ONE WAY »S5-2" . END SCHOOL ZONE "R5-1" W31(CA) - END _ _ _ _ _ _ SECTION DESIGNATION SEWER DETAILS Q CONSTRUCT 4.5' (LOCAL STREETS)COMBINATiON SIDEWALK PER C.O.B. STD DET. ON SHEET 14. KERN COUNTY LAND CO. FILED MAY 2, 1894 CL ELEV BVC BEGIN VERTICAL CURVE ELEVATION EVC END VERTICAL CURVE - DO NOT ENTER "R26(CA " - NO PARKING ANYTIME "W14-1" - DEAD END SHEET WHERE 2 SECTION IS SHOWN 2. LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL Q INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION "R26(C ') -RIGHT TURN ONLY W14-2 - NO OUTLET "B". E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7" - KEEP RIGHT "R81(CA)" -BIKE LANE O CURVE NUMBER FOR CURVE DESCRIPTION A.C. FOR LOCAL STREETS STREETS TO BE TYPE CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2DD2 CASE "A" A 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE - - o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK -SEE SCHEDULE 3. • " ETCHART ROAD -PAVEMENT TO BE D.30 TYPE A A C. OVER CONSTRUCT 6 BLOCK WALL PER WALL CONSTRUCTION PLANS. BK. 1496, PG. 429 AND BK. 5177, PG. 225D BOTH O.R. EC PIVC END CURVE TC TOP OF CURB POINT INTERSECTION TP TOP OF PAVEMENT ® STORM DRAiN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS D.80' AGGREGATE BASE OVER D.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 6 SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. 0 80' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER BK. 1496 PG. 429 AND BK. 5177 PG. 2250 BOTH O.R. , 1 TAPER NUMBER - SEE TABLE O SCALE: 1 50 TI OF VERTICAL CURVE G3 GRADE BREAK 0 STORM DRAIN JUNCTION BOX -REFER TO SEWER &STORM DRAIN PLANS P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY "A" CONSTRUCT TYPE A CATCH BASIN WITH 3.5 OPENING PER 4. SNOW ROAD - PAVEMENT TO BE D.45' TYPE "A" A.C. OVER NOT USED A 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). 50' 25' 0' 50' 100' PA E.P. PROPERTY UNE A.P. ANGLE POINT EDGE OF PAVEMENT C/G CURB AND GUTTER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE ;- PIPE SIZE 4 W UTILITY: D.85' AGGREGATE BASE OVER 1.2D' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ®CONSTRUCT ANGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 7. � 10' WIDE PACiFiC TELEPHONE AND TELEGRAPH COMPANY Q FURNISH & iNSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. S SEWER - REFER TO SEWER & STORM DRAIN PLANS W -WATER D -DRAIN 5. COFFEE ROAD - PAVEMENT TO BE D.45' TYPE "A" A.C. OVER g O PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. EXISTING SURVEY MONUMENT ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. G -GAS IRR -IRRIGATION S -SEWER 1.35' AGGREGATE BASE OVER D.70' COMPACTED O.G. TO BE PTH-D2ALKYD. 0 A 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER FURNISH & PER C.O.B. STD. T-1. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAiN PLANS. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 1p EXISTING UTILITY POLE TO BE RELOCATED. VOLUME 29, PG. 104 OF THE MiNUTE BOOKS. (CO. RD. 719) --}-- INSTALL STREET SiGN CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 6. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTOR/ARTERIAL) CITY OF BAKERSFiELD STREET RIGHT-OF-WAY PER DOC. NO. + FURNiSH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. PER C.O.B. STD. ON SHEET 7 . C.O.B. STD. D-14, UNLESS NOTED OTHERWISE FUTURE TYPE M CURB PER C.O.B. STD. DET. ST -2. D00216099245, O.R. Izi FURNISH & INSTALL STREET LIGHT-58DO LUMEN PER C.O.B. 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. A CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. STD. ST -23 AND SPECIAL PROVISION 7-86-10. - - - - - - - - TRACT BOUNDARY COORDINATE APPLICATION OF RELOCATION WITH CiTY. 13 FURNISH & INSTALL CHANNEUZERS AND SIGNS PER C.O.B. STD. DET. T-29. 000217112424, O.R. -cam- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. PHASE BOUNDARY 14 PROPOSED 30" IRRIGATION LINE PER SEPARATE PLAN. 20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. 8. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE NO. 000217112425, O.R. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - - CENTERUNE BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE iS NOT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE 15 O FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & T-34. FLOWAGE PER Know below. '/ Al EDGE OF PAVEMENT A CITY OF BAKERSFiELD & DRAINAGE EASEMENT DOC. NO. what s AGN WITH CONSTRUCTION � ADJACENT PHASE. D00217010446, O.R. Ic INTERCONNECT CONDUIT 16 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND OM4-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT CONSTRUCT PRIOR TO A CITY OF BAKERSFiELD IRREVOCABLE OFFER OF STREET DEDICATION PER Call before you di �� THE IMPROVEMENTS SHOWN HEREIN. DOC. NO. 217153620, O.R. 17 FURNISH & INSTALL STREET LIGHT 22000 LUMEN PER CITY OF BAKERSFIELD STANDARD. BASALT STREET SEE SHEET 14 I I IM 2D' 2D' L TEMPORARY FLOWAGE & DRAINAGE EASEMENT PER C.O.B. 1 �, �, 1 DOC.#=21701D445. II n pp rn � N I � Cd J P H ASE 10Go 4 L o CD J t iv = J U� I ml J 4: m 428 426 424 422 420 418 416 414 412 tj JTR ++ (� �QQ Lj vt-t- w Q Q N N R/W DEDICATICNN TO C.O.B. z~~ °° '' m m ¢ v) v) m m . . PER DOC. NO. 217153620 I 20574 M99NN DATED 11/09/17, O.R. RAN 4 20573 _ _ _ I' IC IC IC IC Ic IC Ic IC 4 C I N15 FUTURE 13 17 EXISTING R/W 1 11 15 TO BE C NVSTRUCTED WITH PHASE 4 CURB & CURB 13 _ � EXST. EDGE N «> I FUTURE MEDIAN O PAVEMENT � _ _ -T- -T- TNI -T- AWCUT 1 T- T��N, ZT -T- -T- -T- °i T�AWCUT T T • 23+DD 24+00 25+00 26+00, 27+00 28+00 _ - 29+00 31+00 ---F . *_ - - �* ff . .. f off Eff� f� f� f��ff�F. " imm& lw�fff f ff+��ff� f�ff _ _ ---==may --= --- -t---=---- --- --N004933E 733.06'----- - 2 --- ---------- I _ �MII� 8" GAS -CHEVRON 18 EX. MAIL EXISTING I 3 u v Jo z BOXES R/W I a O w � r -,- O ON z (QO Fn CD � UW mN N Q(D L • QU''N ZJ� Z �N v v o -1 Q �Jn g0LLJ r,� goy QJ_ Q LIQ LLI 111- LLI C3 P, 14jm o �y 3 14 IY m LLI O NC i W�C5 co> LLI * W(D 4M U °' 0 m m" W i2C14 =D +> nJ 00 _j+W �+ ZUU Q V" N J ZN W Li.. N W W �+ W O�d a• F- � Z W C7 Q in j< p t+. J to Q V1 W W Q v LLJm V)I- W V)11 W � �`- W W to to LLj C) Do m !- �t1MN Z N N COFFEE ROAD STA. 23+20.65 C.L. TO 35+61.24 C.L. SCALE: t" = 50' HORIZONTAL 1" = 5' VERTICAL rv4J u J PHASE 10 Qd ttno� et et O O q7) 64.92 LT. STA. to tri co to WJE PARD 64.31 LT. J _j J J ( et u L z `- ci c•= 32+94.41 ( el tCq o CD w � o= �NOO m m � �• ~ v cL._ 0 �+ �+ + I to to a"OO MM Ii STA. I +a 3 i+ PER DOC DEDICATIONTO C-1 7 5362D '- + > 0 + + ~MM STA. - `� tD ''' `" `" � aac�aa t- t- W t- t- I QP)n KERN COUNTY LAND COGo. a i DATED 11/D9/17, O.R.,-i v)v)m en W 428 426 424 422 420 418 416 414 412 tj JTR ++ (� �QQ Lj vt-t- w Q Q N N R/W DEDICATICNN TO C.O.B. z~~ °° '' m m ¢ v) v) m m . . PER DOC. NO. 217153620 I 20574 M99NN DATED 11/09/17, O.R. RAN 4 20573 _ _ _ I' IC IC IC IC Ic IC Ic IC 4 C I N15 FUTURE 13 17 EXISTING R/W 1 11 15 TO BE C NVSTRUCTED WITH PHASE 4 CURB & CURB 13 _ � EXST. EDGE N «> I FUTURE MEDIAN O PAVEMENT � _ _ -T- -T- TNI -T- AWCUT 1 T- T��N, ZT -T- -T- -T- °i T�AWCUT T T • 23+DD 24+00 25+00 26+00, 27+00 28+00 _ - 29+00 31+00 ---F . *_ - - �* ff . .. f off Eff� f� f� f��ff�F. " imm& lw�fff f ff+��ff� f�ff _ _ ---==may --= --- -t---=---- --- --N004933E 733.06'----- - 2 --- ---------- I _ �MII� 8" GAS -CHEVRON 18 EX. MAIL EXISTING I 3 u v Jo z BOXES R/W I a O w � r -,- O ON z (QO Fn CD � UW mN N Q(D L • QU''N ZJ� Z �N v v o -1 Q �Jn g0LLJ r,� goy QJ_ Q LIQ LLI 111- LLI C3 P, 14jm o �y 3 14 IY m LLI O NC i W�C5 co> LLI * W(D 4M U °' 0 m m" W i2C14 =D +> nJ 00 _j+W �+ ZUU Q V" N J ZN W Li.. N W W �+ W O�d a• F- � Z W C7 Q in j< p t+. J to Q V1 W W Q v LLJm V)I- W V)11 W � �`- W W to to LLj C) Do m !- �t1MN Z N N COFFEE ROAD STA. 23+20.65 C.L. TO 35+61.24 C.L. SCALE: t" = 50' HORIZONTAL 1" = 5' VERTICAL R/W u n J J u J PHASE 10 32+64.41 O O O O O O & 18 64.92 LT. STA. to tri co to FUTURE PARD 64.31 LT. J _j J J I STA. u L d Z,6 d L: `- ci c•= 32+94.41 62.25 LT. of to .- z .- co i�co 't C4 o .- rn ZetO ; LOT 16 �• O .•= Wet to to co et tC W to to Ii STA. >a'NN!¢-NN W +a ++ 33+44.41 SALES MAP OF LANDS OF STA. MM MM z ~MM STA. 33+54.41 C3 aac�aa t- t- W t- t- in QP)n KERN COUNTY LAND COGo. t= v)v)m en W w NN POINT ON CURVE R/W RIGHT-Ol WAY 8.92 LT. R/W I I ° 5 a: z ¢ a. EXISTING N EXST. EDGE EXISTING R/W I j 15 coo j ¢ m W W W R LO o OF PAVEMENT _ _ b� _ _ I o _ I I _ OR IR! t co co T co T N -T- ---��' T -`n --- T-�P•' I I T SAWCUT I T -T- -----------I- - --_--- --- ---G- -, �- 32+DD 33+00 34+DD 35+00 --t 36+00 t f�F�ff f ff,*jF ff ff�*ff�. "+�f- 3 I N00 49 33 E 587.37 I I ADJUST EXISTING - - - - - - - - - - FUTURE MEDIAN � I I MONUMENT FRAME ! 11 & COVER FINISHED 8" GAS -CHEVRON I � I C�ADE W EXISTING w a.a O I ------------ -, I i FD. 2" I.P. WITH K.C.S. B.C. MKD. o R/W -- F o I I I I I "REPL 9-3-76" FOR E. 1/4 z = z ---__-- j i i COR. SEC. 5, 29/27 PER FILED w -1 W v ------- - I I MAP No. 7-1, BK. 6, PG. 50 w m m I I FD. 2" I.P. WITH K.C.S. B.C. MKD. Ir C3 ir on Z o I I I FOR SALES MAP COR., 24" DEEP + t+� �' m t PER FILED MAP No. 7-1, BK. 6, 11i C14 PG. 50 d z INTERSECTION I m I I STA. 36+40.85 C.L. COFFEE RD CNT STA. 36+41.56 C.L. ETCHART ROAD CL I g l I dl I I I I I I I -� 428 4 ' I t -j 426 i 1424 � } N I I 422 M I - a 420 - I ( i I , 418 WITH !ASE 4 I 416 k � � 414 I 412 410 35+00 36+00 ETCHART q STATION ROAD STA. 32+64.41 SEE SHEET 17 & 18 64.92 LT. STA. 32+74.41 64.69 LT. STA. 32+79.41 64.31 LT. STA. 32+84.41 I STA. u L I 61' STA. 32+94.41 62.25 LT. o i ; 56.75 LT. ; LOT 16 55.91 LT. STA. 33+34.41 Ii STA. 33+39.41 �I STA. 33+44.41 SALES MAP OF LANDS OF STA. 33+49.41 54.08 LT. STA. 33+54.41 54.00 LT. M+ 33+55.85 i KERN COUNTY LAND COGo. STORM DRAIN JUNCTION BOX - REFER TO SEWER & STORM DRAIN PLANS 8.69 LT. P.O.C. POINT ON CURVE R/W RIGHT-Ol WAY 8.92 LT. r NN m PA I C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. /-PIPE SIZE E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER Ico QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. s r7 t+) I I I J � I I © r I I O 0 to W V1 V1 S -SEWER + C4 to ^ 36. ' �� I CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 3 I FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. O to ii - W I 00 OR N STD. ST -23 AND SPECIAL PROVISION 7-86-10 - p - - - TRACT BOUNDARY 4 -e- it I 3+>: PHASE BOUNDARY ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. w v w I I ° 5 a: z ¢ a. EXISTING N EXST. EDGE EXISTING R/W I j 15 coo j ¢ m W W W R LO o OF PAVEMENT _ _ b� _ _ I o _ I I _ OR IR! t co co T co T N -T- ---��' T -`n --- T-�P•' I I T SAWCUT I T -T- -----------I- - --_--- --- ---G- -, �- 32+DD 33+00 34+DD 35+00 --t 36+00 t f�F�ff f ff,*jF ff ff�*ff�. "+�f- 3 I N00 49 33 E 587.37 I I ADJUST EXISTING - - - - - - - - - - FUTURE MEDIAN � I I MONUMENT FRAME ! 11 & COVER FINISHED 8" GAS -CHEVRON I � I C�ADE W EXISTING w a.a O I ------------ -, I i FD. 2" I.P. WITH K.C.S. B.C. MKD. o R/W -- F o I I I I I "REPL 9-3-76" FOR E. 1/4 z = z ---__-- j i i COR. SEC. 5, 29/27 PER FILED w -1 W v ------- - I I MAP No. 7-1, BK. 6, PG. 50 w m m I I FD. 2" I.P. WITH K.C.S. B.C. MKD. Ir C3 ir on Z o I I I FOR SALES MAP COR., 24" DEEP + t+� �' m t PER FILED MAP No. 7-1, BK. 6, 11i C14 PG. 50 d z INTERSECTION I m I I STA. 36+40.85 C.L. COFFEE RD CNT STA. 36+41.56 C.L. ETCHART ROAD CL I g l I dl I I I I I I I -� 428 4 ' I t -j 426 i 1424 � } N I I 422 M I - a 420 - I ( i I , 418 WITH !ASE 4 I 416 k � � 414 I 412 410 35+00 36+00 410 22+25 23+00 24+00 25+00 26+00 27+00 28+00 R/W 55'-72' q_ VARIES 2' 1 I 6'-T 48'-65' I I VARIES VARIES 1 1 � Iz 2:1 MATCH EXISTING a' L � L I t8' -t9' VARIES 6' I 1.9% MIN. W 2% 2.4% MAX. I 3 I 2% 11 -- EX. A.C. 1 D.45' A.C. PAVING PAVEMENT 1.35' AGG. BASE T.I. = 9.0 070' COMPACTED SUB(IRADE "R" VALUE = 26 COMPACTED TO 95% COFFEE ROAD STA 23+20.65 TO 35+61.24 A SCALE: 1" = 10' (HORIZ) 19 29+00 TAPER DATA NO. < q STATION OFFSET FROM q STA. 32+64.41 65.DD LT. STA. 32+69.41 64.92 LT. STA. 32+74.41 64.69 LT. STA. 32+79.41 64.31 LT. STA. 32+84.41 63.78 LT. STA. 32+89.41 63.09 LT. STA. 32+94.41 62.25 LT. STA. 33+24.41 56.75 LT. STA. 33+29.41 55.91 LT. STA. 33+34.41 55.22 LT. STA. 33+39.41 �I STA. 33+44.41 54.31 LT. STA. 33+49.41 54.08 LT. STA. 33+54.41 54.00 LT. OO TAPER NUMBER -SEE TABLE 33+55.85 OF VERTICAL CURVE GB GRADE BREAK Q] STORM DRAIN JUNCTION BOX - REFER TO SEWER & STORM DRAIN PLANS 8.69 LT. P.O.C. POINT ON CURVE R/W RIGHT-Ol WAY 8.92 LT. CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER 33+7D.85 PA PROPERTY LINE A.P. ANGLE PONT C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. /-PIPE SIZE E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER 4"W UTILITY: QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. s SEWER - REFER TO SEWER & STORM DRAIN PLANS W -WATER D -DRAIN G -GAS IRR -IRRIGATION © EXISTING SURVEY MONUMENT ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. S -SEWER + C4 to ^ ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. ao I CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. PER C.O.B. STD. ON SHEET 7 . - FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10 - - - - - - - - TRACT BOUNDARY -e- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. PHASE BOUNDARY ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS _ _ _ CENTERLINE '� EDGE OF PAVEMENT -IC INTERCONNECT CONDUIT C I z M I i I Z O a M w L o N I I I tC > o I i to I I �Z ztna� o I W M~ M �_ � QczTi ¢ I f Z t- W !- Qv�mv� 0 0 �p W + STING , in Z �*Lc � >: J_ \ J - �Uw , > w H I ( ( r I I ' I i j I I ! i w > N o + M I I 1 ! ll i I APP GIROU XIMATE D 0 C.L. I I -� I I I I I In m m I to ta. �J o I- I r I I o m Q M I I i APPRO MATE ENI TING I N ir - f -�- 1 V) O I m M J W InE w I ; 'FQ-• GROUND Q C.L. I I - - I - - - - - - i- - - - - - -� - - =D.46% ' j i i I TO BE CNNSTRUCTED - 1 v z N I - - - - - - - _ - - - - - - - - - - - - - _ - - i PR(OSED ST FLO E i IYm - -1 - - --i TO BE ON TRU WITH PH SE 4 I I I I� PROPOSED ST FL NE I I I I , I i { I ( ( I I ' 410 22+25 23+00 24+00 25+00 26+00 27+00 28+00 R/W 55'-72' q_ VARIES 2' 1 I 6'-T 48'-65' I I VARIES VARIES 1 1 � Iz 2:1 MATCH EXISTING a' L � L I t8' -t9' VARIES 6' I 1.9% MIN. W 2% 2.4% MAX. I 3 I 2% 11 -- EX. A.C. 1 D.45' A.C. PAVING PAVEMENT 1.35' AGG. BASE T.I. = 9.0 070' COMPACTED SUB(IRADE "R" VALUE = 26 COMPACTED TO 95% COFFEE ROAD STA 23+20.65 TO 35+61.24 A SCALE: 1" = 10' (HORIZ) 19 29+00 LEGEND.` TAPER DATA NO. < q STATION OFFSET FROM q STA. 32+64.41 65.DD LT. STA. 32+69.41 64.92 LT. STA. 32+74.41 64.69 LT. STA. 32+79.41 64.31 LT. STA. 32+84.41 63.78 LT. STA. 32+89.41 63.09 LT. STA. 32+94.41 62.25 LT. STA. 33+24.41 56.75 LT. STA. 33+29.41 55.91 LT. STA. 33+34.41 55.22 LT. STA. 33+39.41 54.69 LT. STA. 33+44.41 54.31 LT. STA. 33+49.41 54.08 LT. STA. 33+54.41 54.00 LT. LEGEND.` LEGEND (CONT.) LEGEND (CONT.: ABBREVIATIONS R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" SECTION lE FL FLOWUNE POVC POINT ON VERTICAL CURVE -:- -STOP "R6-1" -ONE WAY "S5-2" END SCHOOL ZONE J.j SECTION DESIGNATION CL CENTERLINE BVC BEGIN VERTICAL CURVE 27+77.2D - *R5-1" W31(CA) -END R5-1 - DO NOT ENTER 2 ELEV ELEVATION EVC END VERTICAL CURVE STA. "R26(CA " - NO PARKING ANYTIME " " - DEAD END SHEET WHERE B.C.R. BEGIN CURB RETURN PI PONT OF INTERSECTION 2.50 RT. "W14-1" "R3-5R'� - RIGHT TURN ONLY W14-2 - NO OUTLET "R81(CA)" SECTION IS SHOWN E.C.R. END CURB RETURN PRC PONT OF REVERSE CURVATURE 28+27.70 "R4-7" - KEEP RIGHT - BIKE LANE O CURVE NUMBER FOR CURVE DESCRIPTION BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE - - o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK -SEE SCHEDULE EC END CURVE TC TOP OF CURB ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 28+47.7D PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT 28+52.7D 5.00 LT. OO TAPER NUMBER -SEE TABLE 33+55.85 OF VERTICAL CURVE GB GRADE BREAK Q] STORM DRAIN JUNCTION BOX - REFER TO SEWER & STORM DRAIN PLANS 8.69 LT. P.O.C. POINT ON CURVE R/W RIGHT-Ol WAY 8.92 LT. CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER 33+7D.85 PA PROPERTY LINE A.P. ANGLE PONT C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. /-PIPE SIZE E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER 4"W UTILITY: QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. s SEWER - REFER TO SEWER & STORM DRAIN PLANS W -WATER D -DRAIN G -GAS IRR -IRRIGATION © EXISTING SURVEY MONUMENT ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. S -SEWER + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. PER C.O.B. STD. ON SHEET 7 . - FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10 - - - - - - - - TRACT BOUNDARY -e- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. PHASE BOUNDARY ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS _ _ _ CENTERLINE '� EDGE OF PAVEMENT -IC INTERCONNECT CONDUIT 30+00 31+00 32+00 33+00 34+00 TAPER DATA NO. 2O q STATION OFFSET FROM q STA. 27+62.7D 5.00 RT. STA. 27+67.7D 4.93 RT. STA. 27+72.7D 4.72 RT. STA. 27+77.2D 4.38 RT. STA. 27+82.7D 3.89 RT. STA. 27+87.7D 3.26 RT. STA. 27+92.7D 2.50 RT. STA. 28+227D 2.50 LT. STA. 28+27.70 3.26 LT. STA. 28+32.7D 3.89 LT. STA. 28+37.7D 4.38 LT. STA. 28+42.7D 4.72 LT. STA. 28+47.7D 4.93 LT. STA. 28+52.7D 5.00 LT. 32+00 33+00 34+00 NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND SEWER DETAILS. 2. LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL A.C. FOR LOCAL STREETS STREETS TO BE TYPE "B'. 3. ETCHART ROAD - PAVEMENT TO BE 0.3D' TYPE "A" A.C. OVER 0.80' AGGREGATE BASE OVER D.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. SNOW ROAD - PAVEMENT TO BE 045' TYPE "A" A.C. OVER D.85' AGGREGATE BASE OVER 1.2D' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. COFFEE ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER 1.35' AGGREGATE BASE OVER D.7D' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 6. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. COORDINATE APPLICATION OF RELOCATION WITH CITY. 8 INSTALL W-31(CA) SIGN WITH OM4-3 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. CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B' CURB & GUTTER PER C.O.B. STD ST -1 O CONSTRUCT 4.5' (LOCAL STREETS)COMBINATION SIDEWALK PER C.O.B. STD DET. ON SHEET 14. ® INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 CASE "A" O CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. © SAWWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. O NOT USED ® CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 7. O9 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-D2AL.KYD. 10 EXISTING UTILITY POLE TO BE RELOCATED. 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTOR/ARTERIAL) 12 FUTURE TYPE "M" CURB PER C.O.B. STD. DET. ST -2. 13 FURNISH & INSTALL CHANNELIZERS AND SIGNS PER C.O.B. STD. DET. T-29. 14 PROPOSED 30" IRRIGATION LINE PER SEPARATE PLAN. FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & 15 T-34. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND 16 OM4-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT CONSTRUCTEDPRIOR TO THE IMPROVEMENTS SHOWN HEREIN. 17 CONSTRUCT TEMPORARY INLET/CATCH BASIN 18 FUTURE ONE-WAY MEDIAN OPENING & SIGNAGE PER C.O.B. DETAIL T-16. EASEMENT LEGEND A30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF KERN COUNTY LAND CO. FILED MAY 2, 1894 0 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) A50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. 0 80' VIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BK. 1496, PG. 429 AND BK. 5177, PG. 225D BOTH O.R. 0 16.5 9 WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). A10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. eA 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER VOLUME 29, PG. 1D4 OF THE MINUTE BOOKS. (CO. RD. 719) ®CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. 000216099245, O.R. 0 CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. 000217112424, O.R. A20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. NO. 000217112425, O.R. ACITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. 000217010446, O.R. ACITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER DOC. NO. 21715362D, O.R. UNIT I a Nle SCALE: 1 " = 50' 50' 25' O' 50' 100' Know what's below. Call before you dig. TAPER DATA NO. < �. STATIM OFFSET FROM CL STA. 32+50.85 11.00 RT. STA. 32+55.85 1D.92 RT. STA. 32+6D.85 10.69 RT. STA. 32+65.85 1030 RT. STA. 32+7D.85 9.75 RT. STA. 32+75.85 9.05 RT. STA. 32+80.85 8.19 RT. STA. 32+85.85 7.17 RT. STA. 32+9085 6.00 RT. STA. 33+30.85 4.00 LT. STA. 33+35.85 5.17 LT. STA. 33+40.85 6.19 LT. STA. 33+45.85 7.D5 LT. STA. 33+50.85 7.75 LT. STA. 33+55.85 8.30 LT. STA. 33+6D.85 8.69 LT. STA. 33+65.85 8.92 LT. STA. 33+7D.85 9.00 LT. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND SEWER DETAILS. 2. LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL A.C. FOR LOCAL STREETS STREETS TO BE TYPE "B'. 3. ETCHART ROAD - PAVEMENT TO BE 0.3D' TYPE "A" A.C. OVER 0.80' AGGREGATE BASE OVER D.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. SNOW ROAD - PAVEMENT TO BE 045' TYPE "A" A.C. OVER D.85' AGGREGATE BASE OVER 1.2D' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. COFFEE ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER 1.35' AGGREGATE BASE OVER D.7D' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 6. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. COORDINATE APPLICATION OF RELOCATION WITH CITY. 8 INSTALL W-31(CA) SIGN WITH OM4-3 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. CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B' CURB & GUTTER PER C.O.B. STD ST -1 O CONSTRUCT 4.5' (LOCAL STREETS)COMBINATION SIDEWALK PER C.O.B. STD DET. ON SHEET 14. ® INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 CASE "A" O CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. © SAWWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. O NOT USED ® CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 7. O9 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-D2AL.KYD. 10 EXISTING UTILITY POLE TO BE RELOCATED. 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTOR/ARTERIAL) 12 FUTURE TYPE "M" CURB PER C.O.B. STD. DET. ST -2. 13 FURNISH & INSTALL CHANNELIZERS AND SIGNS PER C.O.B. STD. DET. T-29. 14 PROPOSED 30" IRRIGATION LINE PER SEPARATE PLAN. FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & 15 T-34. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND 16 OM4-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT CONSTRUCTEDPRIOR TO THE IMPROVEMENTS SHOWN HEREIN. 17 CONSTRUCT TEMPORARY INLET/CATCH BASIN 18 FUTURE ONE-WAY MEDIAN OPENING & SIGNAGE PER C.O.B. DETAIL T-16. EASEMENT LEGEND A30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF KERN COUNTY LAND CO. FILED MAY 2, 1894 0 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) A50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. 0 80' VIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BK. 1496, PG. 429 AND BK. 5177, PG. 225D BOTH O.R. 0 16.5 9 WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). A10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. eA 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER VOLUME 29, PG. 1D4 OF THE MINUTE BOOKS. (CO. RD. 719) ®CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. 000216099245, O.R. 0 CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. 000217112424, O.R. A20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. NO. 000217112425, O.R. ACITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. 000217010446, O.R. ACITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER DOC. NO. 21715362D, O.R. UNIT I a Nle SCALE: 1 " = 50' 50' 25' O' 50' 100' Know what's below. Call before you dig. 0iro�� ■ ■ S ° LOT 17 LOT 32 ' M cR SALES MAP OF LANDS OF SALES MAP OF LANDS OF W + KERN COUNTY LAND CO. KERN COUNTY LAND CO.W 20.01 GR. AC. °° cn /W R26 CA - 20573 - R2 CA) 13 � • EXISTING R/W 17 DETAIL 39 ..OM1 -3 � . _ � • _ w w S N • f--------� • • N EXISTING EDGE � � 'n • OF PAVEMENT 23+00 " 24+00 25+00 26+00 7 2 +00 rcc-1) EXISTING EDGE EXISTING STRIPING j OF PAVEMENT TO REMAIN IN PLACE 04 J EXISTING R/W z 06 00 M ca o zo HxN �N N m" Z N W ~ Q d (n 1-4 O , I I I I 34 37 36 35 -' .45! No I I I I ' QN W -1 -� O WO �U ~tNo ZP I I I I mInNco I m n ! DETAIL 39 - -�- - EXISTING EDGE --•-- -- _- _- - -•. EXISTING ING DETAIL 22(i)- -- -- -- -- -- -- DETAIL 3 OF PAVEMENT � PER TRACT 726416+00 i . L'J TYPE. Iv 6' ARROW (TYP.) EXISTING. EXISTING EDGE BIKE LANE R/W OF PAVEMENT MARKINGS (TYP.) i 28+00 29+00 30+00 33 lr -0. H ABBREVIATIONS FLOWUNE POVC J CL R J PARCEL 2 N I END VERTICAL CURVE r $ O Lq I O J CIA ZN c m6 N EC Q N $ o LOT 16 (" Mo O P.M. No. 8740 O � — — , J o Q o AM °� ® CAL -TRANS MARKER OR STRIPING M Q, + L ' , ' M. BK. 60 PG.142 { W + W O N d Nr + ' SALES MAP OF W � W M O'- *WI -6" - SINGE ARROW 0 N 'R5-1" - DO NOT ENTER �N 00 R/W DEDICATION TO C.O.B. 0-d "R3 -5R' - RIGHT TURN ONLY ~ LANDS OF KERN r PER DOC. NO. 217153620 DATED 11/09/17, O.R. \ a u�i ``' cn �� , i . L'J TYPE. Iv 6' ARROW (TYP.) EXISTING. EXISTING EDGE BIKE LANE R/W OF PAVEMENT MARKINGS (TYP.) i 28+00 29+00 30+00 33 STA. 28+54.64 C.L. BASALT STREET CL COFFEE ROAD STA. 23+20.43 C.L. TO 36+40.85 C.L. SCALE: 1" = 50' =EXISTING STRIPING _ _ _ _ _ TO BE REMOVED - 9 TYPE. IV ' 6CIY_ 1$ ARROW �TYP� _ - 6' -- ------- -- - BIKE LANE._ -- - - - -- -- - -- COUNTY MARKINGS (TYP.) I--- - - + - - - - 20+00 TYPE. IV 21+ TYPE. IV ARROW (TYP) ARROW (TYP.) • EXISTING------------------------------------------------L_&------•- ------ - --- ---------------------STING EDGE DETAIL 27B(T) • PAVEMENT - F F= O O lr -0. FL ABBREVIATIONS FLOWUNE POVC POINT ON VERTICAL CURVE CL R W PARCEL 2 o^ END VERTICAL CURVE r BEGIN CURB RETURN PI O ECR O J BC ZN c m6 N EC Q N $ o LOT 16 (" Mo O P.M. No. 8740 O � — — , J o Q o AM °� ® CAL -TRANS MARKER OR STRIPING W + + ' M. BK. 60 PG.142 { W + W O W + O O I P.M. BK. 37 PG. 173 U c SALES MAP OF mro "WI -7' - DOUBLE ARROW 10 O'- *WI -6" - SINGE ARROW °° 'R5-1" - DO NOT ENTER �N 00 "R26(CA)' - NO PARKING ANYTIME 'W3-3' - SIGNAL AHEAD 12 "R3 -5R' - RIGHT TURN ONLY ~ LANDS OF KERN r "R4-7" - KEEP RIGHT Ih M d J PROPOSED 30" IRRIGATION LINE PER SEPARATE PLAN. WN EDN ZN WH _ COUNTY LAND co. 1 "W14-2" - NO OUTLET =IgPHASE '0-2" - NO LEFT TURN 1 m to THE IMPROVEMENTS SHOWN HEREIN. R/W DEDICATION TO C.O.B. o M W M � ,) 17 INSTALL TYPE F FLEXIBLE POST CLASS 1 DELINEATOR PER CALTRANS STANDARD PLAN A73C. 18 RESTRICTED RIGHT -IN, RIGHT -OUT, LEFT -IN ONLY MODIFIED STRIPED MEDIAN PER C.O.B. T-18. U ~ PER DOC. NO. 21715362 DATED 11/09/17, O.R. a z t- W + U') j w R2 CA a to w to Z R/W iDEDICATION TO C.O.B. 0574 m N PER DOC. NO. 217153620 - -- DATED 11/09/17, O.R. -R7Ci01S DETAIL 38 A IF *o BIKE LANE o DETAIL 39 MARKINGS (TYP.) 6 DETAIL 39co zo N EXISTING EDGE a .. O m `O ! EXISTING R/W J IO g �' 0 PAVEMENT ;� 7 32+ 33+00 34+00 35+00 36+00 - _ -- -- - } -- -- ---}--- -- ----E--- -- 4- -- -- --I -- EXISTING EDGE EXISTING STRIPING _ N _j OF PAVEMENT TO REMAIN IN PLACE S ! .- STA. 28+54.64 C.L. BASALT STREET CL COFFEE ROAD STA. 23+20.43 C.L. TO 36+40.85 C.L. SCALE: 1" = 50' =EXISTING STRIPING _ _ _ _ _ TO BE REMOVED - 9 TYPE. IV ' 6CIY_ 1$ ARROW �TYP� _ - 6' -- ------- -- - BIKE LANE._ -- - - - -- -- - -- COUNTY MARKINGS (TYP.) I--- - - + - - - - 20+00 TYPE. IV 21+ TYPE. IV ARROW (TYP) ARROW (TYP.) • EXISTING------------------------------------------------L_&------•- ------ - --- ---------------------STING EDGE DETAIL 27B(T) • PAVEMENT - F F= O O LEGEND_ lr -0. FL ABBREVIATIONS FLOWUNE POVC POINT ON VERTICAL CURVE CL Q W PARCEL 2 o^ END VERTICAL CURVE BCR BEGIN CURB RETURN PI © ECR END CURB RETURN PL J BC ZN c m6 N EC Q N TRACT No. 7229 - UNIT 3 (" Mo my P.M. No. 8740 O M `� RIGHT OF WAY — — { J o Q o , ® CAL -TRANS MARKER OR STRIPING W + + ' M. BK. 60 PG.142 { W + W O W + O O R1-1 i P.M. BK. 37 PG. 173 U c w �t+p mro "WI -7' - DOUBLE ARROW 10 O'- *WI -6" - SINGE ARROW Nr 'R5-1" - DO NOT ENTER �N :z "R26(CA)' - NO PARKING ANYTIME 'W3-3' - SIGNAL AHEAD 12 "R3 -5R' - RIGHT TURN ONLY "W3-1" - STOP AHEAD ZN WFQ-' "R4-7" - KEEP RIGHT "S5-2" - END SCHOOL ZONE ED NN PROPOSED 30" IRRIGATION LINE PER SEPARATE PLAN. WN EDN ZN WH "R2-1" - SPEED LIMIT 20 1 "W14-2" - NO OUTLET "R7-9" - NO PARKING -BIKE LANE '0-2" - NO LEFT TURN 16 m to LEGEND_ lr -0. FL ABBREVIATIONS FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE I- P. EDGE OF PAVEMENT EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PL PROPERTY LINE BC BEGIN CURVE R/W RIGHT-OF-WAY EC END CURVE TC TOP OF CURB A.P. ANGLE POINT TYP. TYPICAL { --- -- -- RIGHT OF WAY — — EDGE OF PAVEMENT CAL -TRANS TYPE II B ARROW STOP MEDIAN ® CAL -TRANS MARKER OR STRIPING DETAIL NUMBER 39 T TEMPORARY CAL -TRANS MARKER OR STRIPING DETAIL NUMBER F391 F FUTURE CAL -TRANS MARKER OR STRIPING DETAIL NUMBER R1-1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.Q& STD. T-19: WF- cn "R1-1' - STOP "WI -7' - DOUBLE ARROW 10 "R6-1" - ONE WAY *WI -6" - SINGE ARROW 'R5-1" - DO NOT ENTER "Wt -1' - CURVE ARROW "R26(CA)' - NO PARKING ANYTIME 'W3-3' - SIGNAL AHEAD 12 "R3 -5R' - RIGHT TURN ONLY "W3-1" - STOP AHEAD "R4-7" - KEEP RIGHT "S5-2" - END SCHOOL ZONE "R81(CA)' - BIKE LANE "S4-2" - WHEN CHILDREN ARE PRESENT PROPOSED 30" IRRIGATION LINE PER SEPARATE PLAN. 'W31(CA)" - END "S4-3" - SCHOOL 15 "W14-1' - DEAD END "R2-1" - SPEED LIMIT 20 "W14-2" - NO OUTLET "R7-9" - NO PARKING -BIKE LANE '0-2" - NO LEFT TURN 2222+00 lr -0. 23+00 { - - J --- ----- ----------� LEFT OR RIGHT AS APPLICABLE �D CAL -TRANS TYPE 1 (10) ARROW Q CAL -TRANS TYPE VI ARROW `V.. Q p Of J INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. OZ NM O { mw d� C) { ® Ij-j J gOgW tnZ OV { CAL -TRANS TYPE II ARROW N� LEFT OR RIGHT AS APPLICABLE _ g CAL -TRANS TYPE II B ARROW STOP "STOP" MARKING PER CAL -TRANS STANDARDS AHEAD F= 155 ON QOi OO N { to + + ,� Z ,� { A�y}NO 1- N WF- cn m fn m Z 10 { N N { SNOW ROAD STA. 16+62.79 C.L. TO 29+82.53 C.L. SCALE: 1" = 50' LEGEND (CONT.): lr -0. BIKE LANE MARKINGS PER CAL -TRANS STANDARDS J CAL -TRANS TYPE IV ARROW O LEFT OR RIGHT AS APPLICABLE �D CAL -TRANS TYPE 1 (10) ARROW Q CAL -TRANS TYPE VI ARROW `V.. CAL -TRANS TYPE VIII ARROW O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. g CAL -TRANS TYPE VII ARROW ® LEFT OR RIGHT AS APPLICABLE �i- CAL -TRANS TYPE III ARROW ® LEFT OR RIGHT AS APPLICABLE ■� CAL -TRANS TYPE 1 (18) ARROW ® CAL -TRANS TYPE III B ARROW CAL -TRANS TYPE II ARROW 0 LEFT OR RIGHT AS APPLICABLE _ g CAL -TRANS TYPE II B ARROW STOP "STOP" MARKING PER CAL -TRANS STANDARDS AHEAD "AHEAD" MARKING PER CAL -TRANS STANDARDS b, "HANDICAP" MARKING PER CAL -TRANS STANDARDS "RR XING' MARKING PER CAL -TRANS STANDARDS FUTURE CAL -TRANS STRIPING AND MARKINGS, TYPICAL EXISTING R/W INTERSECTION STA. 36+40.85 C.L. COFFEE RD CNT = STA. 36+41.56 C.L. ETCHART ROAD CL 30+00 NOTE: CONSTRUCTION NOTES: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 e r >` ALL PERMANENT STRIPING &PAVEMENT MARKINGS Q CONSTRUCT 4.5 (LOCAL STREETS)COMBINATIOi SIDEWALK PER C.O.B. STD DET. ON SHEET 14. `V.. TO BE THERMOPLASTIC PAINT PER CALTRANS O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. g STANDARD SPECIFICATION 8010-21C-19 ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 CASE "A" ALL TEMPORARY STRIPING AND MARKING DESIGNATED ® CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. WITH (T) SHALL BE STRIPING TAPE (SSP) OR ® SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. WATERBOURNE PAINT. ALL OTHER STRIPING AND 0 NOT USEDa _ g MARKING SHALL BE THERMOPLASTIC PER CALTRANS� CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON MEET 7. � e� STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. 0 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. SCALE: 1 " = 50' 50' 25' o' 50' 100' 10 EXISTING UTILITY POLE TO BE RELOCATED. 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTOR/ARTERIAL) 12 FUTURE TYPE 'M' CURB PER C.O.B. STD. DET. ST -2. 13 FURNISH & INSTALL CHANNELIZERS AND SIGNS PER C.O.B. STD. DET. T-29. 14 PROPOSED 30" IRRIGATION LINE PER SEPARATE PLAN. 15 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & T-34. 16 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND OM4-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE IMPROVEMENTS SHOWN HEREIN. 17 INSTALL TYPE F FLEXIBLE POST CLASS 1 DELINEATOR PER CALTRANS STANDARD PLAN A73C. 18 RESTRICTED RIGHT -IN, RIGHT -OUT, LEFT -IN ONLY MODIFIED STRIPED MEDIAN PER C.O.B. T-18. Know what's b@IOW. 0111 before you dig.