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HomeMy WebLinkAbout1.1-6968 Ph 1 - 10STANDARD 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 UTIUTIES THAT GROSS 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 CONFUCT WITH ANY UTILITIES IN THE EVENT A CONFUCT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE AUGNMENT. 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 UTIUTY 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 UGHT 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 UGHT 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 PAVING FOR LOCAL STREETS IN PHASE i SHALL BE: 0.20' TYPE "8" ASPHALT CONCRETE OVER 0.50' AGGREGATE BASE OVER 0.50' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.0.6. 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 959. 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. O.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.S. 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% REIA'DVE 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 STO. DWG. ST -13. ® TO BE INSTALLED EXISTING E INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.0.8. 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. -e- NSTALL STREET UGHTS, 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 UGHTS AT P.O& 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 HAWIGNS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL B) ROADSIDE SIGNS INSTALLED PER STD. T-19 SHAD_ 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 PUBUC 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. 8) 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 RESPONSIBIUTY OF THE DEVELGPER. 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. a I VICINITY MAP NO SCALE E -W MID-SEC17ON B S T 711 SNOW ROAD LINE OF S.E. 1/4) (D 20 KEY IVDP SCALE: T" = 300' LIST OF MATERIALS ETCHART ROAD (TRACT BOUNDARY/ SALESMAP LINE) PHASE 10 PHASE 10 it ,CITY OF BAKERSFIELD KIEV � ` INDEX OF SHEETS SHEET ILLu 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 1 6' YANG-_-� / CENIFRUNE STORM DRAIN CENIERUNE STORM DRAIN UP CURB AND GUTNR __J I I i I SIDEWALK LANDSCAPE TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. PROJECT AREA: 100.00 ACRES ITEMS il-- A.C. PAVING UNIT TONS 140ASA LY II Tar �STREEi I ft PHASE 5 833 PHASE 6 832 _I w a PHASE 9 746 U_ AGGREGATE BASE, CLASS 2 0z 2,584 1,493 1,539 5,000 I I 1s 2D 5,653 118 ,CITY OF BAKERSFIELD KIEV � ` INDEX OF SHEETS SHEET ILLu 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 1 6' YANG-_-� / CENIFRUNE STORM DRAIN CENIERUNE STORM DRAIN UP CURB AND GUTNR __J I I i I SIDEWALK LANDSCAPE TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. PROJECT AREA: 100.00 ACRES ITEMS il-- A.C. PAVING UNIT TONS PHASE 1 2,414 PHASE 2 835 PHASE 3 860 PHASE 4 3.123 PHASE 5 833 PHASE 6 832 PHASE -7 31291 PHASE 8 62 PHASE 9 746 TOTAL 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 31552 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 31990 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 i 1,262 1,270 1,860 4,392 STRIPING (DETAIL 27B - EDGE LINE) LF 406 685 11929 3,020 STRIPING (DETAIL 38 - CHANNEUZING UNE) LF 150 160 I 310 STRIPING (DETAIL 39 - BIKE LANE) LF 930 851 1,781 _-_ SAW CUT LF 1,320 1,320 e 2,640 LOCAL STREET FRONTAGE 13,444 LF COLLECTOR STREET FRONTAGE 2,640 LF ARTERIAL STREET FRONTAGE 1,980 LF 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 BY: ROGER A. McINTOSH R.C.E. 33322 EXP. 6-30-20 1 • 6 • IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PUBLIC AND ARE TO BE PUBLICLY MAINTAINED. BY: NICOLAS F R.C.E. NO. REVIEWED BY: STUART J. ASSISTANT PUBLIC WORKS REVIEWED BY: THE BEARING OF N 00'49'33" E SHOWN FOR THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 5, T. 29 S., E. 27 E. ON K.C.S. FILED MAP NO., 7-1 BOOK 6, PAGE 50 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. 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) PUBLIC WORKS DIRECTOR R.C.E. NO. 44898 TRAFFIC ENGINEER m Know whaYs below. Call before you dig. 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 (NPOES). A "NOTICE OF INTENT" (NOW) 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 POLLUTION PREVENTION PIAN (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 PIAN. 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 SATO 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. MERE 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 PUBLIC TRAFFIC. WERE CONSTRUCTION OPERATIONS ARE NOT ACTIVELY IN PROGRESS, NOT LESS THAN TWO SUCH LANES SHALL BE OPEN FOR USE BY PUBLIC TRAFFIC. PUBLIC TRAFFIC MAY BE PERMITTED TO USE THE SHOULDERS AND, IF HALF-WRDTH 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 IN ORDER TO EXPEDITE THE PASSAGE OF PUBLIC 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 RAIUNG (TYPE K), BARRICADES, AND OTHER FACIUTIES 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 DE DIRECTING THE MOVEMENT OF PUBLIC TRAFFIC THROUGH OR AROUND THE WORK. 35. TRAFFIC STRIPES AND PAVEMENT MARKINGS TO BE REMOVED WALL BE AS SHOWN ON PLANS AND AS DFSGNATED BY THE ENGINEER. 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 6LAST CLEANING A RECTANGULAR AREA RATI4ER 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 APPLES TO THE BLAST CLEANED RECTANGULAR AREA. FULL COMPENSATION FOR FURNISHING AND APPLYING FOG SEAL AS SPECIFIED HERON 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 REHUEVE THE CONTRACTOR FROM HIS RESPONSBIUTIES AS PROVIDED IN SECTION 7-1.09, 'PUBUC SAFETY; OF THE STANDARD SPECIFICATIONS TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL CONFORM TO SECTION 84-2, 'THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS,' OF THE STANDARD SPEOFICATONS. PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT MARKERS" OF THE STANDARD SPECIFICATIONS. IMMFDIATEU.Y AFTER ANY CONSTRUCTION OPERATIONS WHERE TRAFFIC DEUNFATION IS OBLITERATED OR WHEN TEMPORARY DEUNEATION 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 LINE TAPE IN ACCORDANCE YARN 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 8 PAVEMENT MARKINGS; OF THE STANDARD SPECIRCARONS AND RHESE 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 SECTION 85 'PAVEMENT MARKERS,' AND THESE SPECIAL PROVISIONS. PAVEMENT MARKERS SHALL BE PLACED WITH RAPID SET EPDXY PER SECTION 95-2.04 OF THE STANDARD SPECIFICATIONS. 36. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGH -OF -WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FCR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC 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 8 (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 OATH 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. UST 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 WINCH 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. B. 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 PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. WHERE THE COMPACTED THILKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE oANES 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 COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 967, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORT( 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 SHAD. 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 LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. 20. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE 'GREENBOOK"..... ... WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED, AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 21. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-193 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. MEN 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 MERE 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, JUSTIFYTNG 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 W 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 CML 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. TACH 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 TYNE 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 IHAN NINETY PERCENT (909) 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 ALLOWELL 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 SPRINGLINE CONTRACTOR SHALL PROVIDE "FIRM BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLINE. 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 PONT 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 CONSOJDATED 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 SHA71 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 (909) 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 'NTH SECTION 19, "EARTHWORK" ANO SECTION 6-3, 'TESTING', OF THE STANDARD SPECIFICATIONS_ STATE OF CALIFORNIA. DEPARTMENT OF PUBLIC WORKS. DIMSION OF 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 (90%) 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, FALLS TO MEET THE SPECIFIED PERCENTAGE. THE TRENCH SHALL BE RE -EXCAVATED AND R£ -COMPACTED. COMPACTION TESTS WILL HE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CIN 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 CLEANWTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CIN OF BAKERSFIELD 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 FOUNDATION SHALL BE SET ON A V 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 WALL 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 UNE 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. WATT 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 CASING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. ITE 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. MEMO; TITAMPTOM 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 REWIRED 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 PATH 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 VOD 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 CIN OF BAKERSFIELD STANDARDS S-7 AND S -B. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARD 5-12. 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, 4. ADJUST SURVEY MONUMENT ENCASEMENTS 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 CIN STANDARD S-29. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC 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. - - 16+00 - -- I PHASE 1 35 35 i 34 n33 a !i U IP ti I I I SP1 K r m I 7 1 R+> n I I � i5 " ! PHASE 1 I I ! i i R I W 20' I 20' � k V 1 I � I I 30 30'o t I I 1 I i 1 R I 32 s31 30� 29 28 27 26 25 24 23 22 s 21 EXIST. CONC. HEADWALL & -+ j pj ++ I I ��ryl f f54� ! 1 I PARE FENCE TO REMOVED m + !� pi 98 NH 1 I cz�iddl 1 am 1 I 1 EX. STAND PIPE TO I I ! z i�M (,1.) e -3.;5F i m y I odE I I i BE REMOVED d { M 1 I a+� Z,5 m mm N ( I Ywin �n 7 T. d -IR R-- 12"S R- 12"S CEN s 1 ti s V2'S s 30"IRR s Ci 4 EXIST. IEtEM40NE POLE s_n 72'5 30'IRR _ 12 �5 7 17 1� s 30"IRR s -CITY p TO BE REMOVED :o _ s - > m mm.®. ..." r.r ®.m®,m®.® ®. ��� __ __.--.-. ...-,2- ---- --�- -- sir ®�.--- m O .m n "" CIXTP 1. (,.. _. m�No_W1RES � _..� _. � � � � i.. .� ne iftCOUNTY IOft I. Ir _... 12.. IXEP. __--___ ---- _ --- -- -_w - -- -_ - --_---.-_ _--_- _ - _ 17+00 .H -. - 8+00 f9+00 20+NII - _--21+00- _ -- - 22+00 - i - - 23+00' ` - -.24+DO- __ . __ _ 25+00 __. __ __ - - __ _26+00_ '- 27+00 28+0C _ - - 29{00 30+00 _.__._1._ __---- .__._--- - - - - _ _-_T_--r F� 588'S4'14'E 556.39' .____.______- _ _--------____--_S8B'S4'14'E 783.36'--- --ON-_e EX. TELEPHONE POLE R. EP �y TO BE REMOVED 3 0 _ -SERVICE ONCE 3 o _ _ _® __��_..�__�__ __�._..- ... __�_ __®__e_®�__ _ ___-----_ _ J T¢ !a E z r,3 n -- ---.x. �.-`� a N1URE kEgAN W r-Fl11URE MEDIAN I E%. EP (POLE TRACT No. 7229 - UNIT 3 I SCI Q� ®� M. BK. 60, PG. 142 ! J TAPER DATA NO. & CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Ci 30OV 47.27' 30.15 901715' C2 30.00' 46.97 29.85' 89'42'45" 58.69 LT. STA. 24+33.73 5831 LT. STA. 24+3873 57.78 LT. MEE 24+43.73 5709 LT. ! 37 PER TRACT 7264 0 '� STA, 24+7873 50.75 LT, STA. STREET PIANS 49.91 LT. STA. 24+88.73 49.22 LT. STA 24+93.73 �i o3 row 4 24+9873 48.31 LT. �o I 25+03.73 IN <dr ri»z ++ S d' ++ k ++ { - ® INSTALL STREET SIGN PER C.O.S. STANDARD DETAIL T-1. B. 6191, PG. 1057 O.R. (APPROX. LOCATION) B.C.R. EX. GUARD POST & SIGN ws�ti 'R3 -5R RIGHT RIGHT TURN ONLY - NO OUTLET riQ.a by LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7, ALL TTO BE REMOVED mm BEGIN FUTURE MEDIAN 11 NN NNK F= END CURB RETURN PRC POINT OF REVERSE CURVATURE ` j NO 1RESPAM 1 'R4-7' - KEEP RIGHT "RB1(CA)' - BIKE LANE C1 CURVE NUMBER FOR CURIE DESCRIPTION sr A.C. FOR LOCAL STREETS STREETS TO BE TYPE W. ® CONSTRUCT HANDICAP RAMP PER CAI_1RAN5 STANDARD PLAN R.S.P. ARBA, 2002 CASE "A' 0 -A- o - - 16+00 - -- I PHASE 1 35 35 i 34 n33 a !i U IP ti I I I SP1 K r m I 7 1 R+> n I I � i5 " ! PHASE 1 I I ! i i R I W 20' I 20' � k V 1 I � I I 30 30'o t I I 1 I i 1 R I 32 s31 30� 29 28 27 26 25 24 23 22 s 21 EXIST. CONC. HEADWALL & -+ j pj ++ I I ��ryl f f54� ! 1 I PARE FENCE TO REMOVED m + !� pi 98 NH 1 I cz�iddl 1 am 1 I 1 EX. STAND PIPE TO I I ! z i�M (,1.) e -3.;5F i m y I odE I I i BE REMOVED d { M 1 I a+� Z,5 m mm N ( I Ywin �n 7 T. d -IR R-- 12"S R- 12"S CEN s 1 ti s V2'S s 30"IRR s Ci 4 EXIST. IEtEM40NE POLE s_n 72'5 30'IRR _ 12 �5 7 17 1� s 30"IRR s -CITY p TO BE REMOVED :o _ s - > m mm.®. ..." r.r ®.m®,m®.® ®. ��� __ __.--.-. ...-,2- ---- --�- -- sir ®�.--- m O .m n "" CIXTP 1. (,.. _. m�No_W1RES � _..� _. � � � � i.. .� ne iftCOUNTY IOft I. Ir _... 12.. IXEP. __--___ ---- _ --- -- -_w - -- -_ - --_---.-_ _--_- _ - _ 17+00 .H -. - 8+00 f9+00 20+NII - _--21+00- _ -- - 22+00 - i - - 23+00' ` - -.24+DO- __ . __ _ 25+00 __. __ __ - - __ _26+00_ '- 27+00 28+0C _ - - 29{00 30+00 _.__._1._ __---- .__._--- - - - - _ _-_T_--r F� 588'S4'14'E 556.39' .____.______- _ _--------____--_S8B'S4'14'E 783.36'--- --ON-_e EX. TELEPHONE POLE R. EP �y TO BE REMOVED 3 0 _ -SERVICE ONCE 3 o _ _ _® __��_..�__�__ __�._..- ... __�_ __®__e_®�__ _ ___-----_ _ J T¢ !a E z r,3 n -- ---.x. �.-`� a N1URE kEgAN W r-Fl11URE MEDIAN I E%. EP (POLE TRACT No. 7229 - UNIT 3 I SCI Q� ®� M. BK. 60, PG. 142 ! J 418 416 414 412 410 408 406 404 402 400 398 15+50 <.8 zi3 I z^ z� zm rn <6 PARCEL. 2 w v PARCEL 1 P.M. No. 6740 w PARCEL 2 w w a d " 0 P.M. BK. 37, PG. 173 Es 5P.M. No. 8740 P.M. No. 8740 i N -1 < . P.M. BK. 37, PGL 173P.M. BK. 37, PG. T73 a a I W 3 0 % ziii o 3 cFi oilDILL` W~~ N8 ' I O =ad W I _ y vin Q m SNOW ROAU STA. 16+62.79 C.L. TO 29+83.32 C.L. SCALE: 1" = 50' HORIZONTAL. 1" = 5' VERTICAL . Al 17+00 TAPER DATA NO. & CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Ci 30OV 47.27' 30.15 901715' C2 30.00' 46.97 29.85' 89'42'45" 418 416 414 412 410 408 406 404 402 400 398 15+50 <.8 zi3 I z^ z� zm rn <6 PARCEL. 2 w v PARCEL 1 P.M. No. 6740 w PARCEL 2 w w a d " 0 P.M. BK. 37, PG. 173 Es 5P.M. No. 8740 P.M. No. 8740 i N -1 < . P.M. BK. 37, PGL 173P.M. BK. 37, PG. T73 a a I W 3 0 % ziii o 3 cFi oilDILL` W~~ N8 ' I O =ad W I _ y vin Q m SNOW ROAU STA. 16+62.79 C.L. TO 29+83.32 C.L. SCALE: 1" = 50' HORIZONTAL. 1" = 5' VERTICAL . Al 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 R/W 2' FOOTING EASEMENT i VARIES PER THE FINAL MAP 1 9' I 7' 148'-59' �.rvnvxnmc EASEMENT W y� i' VARIES 1 3Q� 1 438'-347' 31 a ? V IES y ='� a VARIES P VPAVEMENT 2% 79 0.45' A.C. PAYING 1 0.85' AGO BA T.I. = 9.0 1.20' COMPACTED SUBGRADE "R" VALUE= 45 COMPACTED TO 95% SNOW ROAD STA 16+62.79 TO 29+82.32 A SCALE: 1' = 10' (HORIZ) 3 r �r 27+00 28+00 LEOLML TAPER DATA NO. & STATION OFFSET FROM CL STA. 24+18.73 59.00 LT. STA. 24+23.73 58.92 LT. STA. 24+28.73 58.69 LT. STA. 24+33.73 5831 LT. STA. 24+3873 57.78 LT. STA. 24+43.73 5709 LT. STA. 24+48.73 56.25 LT. STA, 24+7873 50.75 LT, STA. 24+83.73 49.91 LT. STA. 24+88.73 49.22 LT. STA 24+93.73 4869 LT. STA. 24+9873 48.31 LT. STA, 25+03.73 4808 LT. STA. 25+08.73 48.00 LT. 18+00 19+00 20+00 21+00 22+00 23+00 24+00 R/W 2' FOOTING EASEMENT i VARIES PER THE FINAL MAP 1 9' I 7' 148'-59' �.rvnvxnmc EASEMENT W y� i' VARIES 1 3Q� 1 438'-347' 31 a ? V IES y ='� a VARIES P VPAVEMENT 2% 79 0.45' A.C. PAYING 1 0.85' AGO BA T.I. = 9.0 1.20' COMPACTED SUBGRADE "R" VALUE= 45 COMPACTED TO 95% SNOW ROAD STA 16+62.79 TO 29+82.32 A SCALE: 1' = 10' (HORIZ) 3 r �r 27+00 28+00 LEOLML SCALE: O' LEGEND CONT.): NOTIE1 EASEMENT LEGEND ABBREVIATIONS RI -1 �- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: R1-1" -STOP "SS SECTM 4. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND O CONSTRUCT TYPE 'B" CURB &GUTTER PER C.O.B. STD ST -4 Q 30 WBC PUBLIC EASEMENT PER SALES MAP OF LANDS OF FL FLOWIJNE POMC PONT ON VERTICAL CURVE -2' - END SCHOOL ZONE 'RS -1" - ONE WAY 'W31(CA)' _ _ _ _ _ p` SECTKNT DESIGNATION SEWER DETAILS. 2 CONSTRUCT 4.5' (LOCAL STREETS}COABNATION SIDEWALK PER C.O.B. STD DET. ON SHEEP 14. LAND CO. KERN COUNTY LAND CO. FILED MAY 2, 1894 CL CENTERLINE BVC BEGIN VERTICAL CURVE 'RS -7" - DO NOT ENTER - END "W14-3' 2 2. LOCAL STREETS PAVEMENT FOR LOCAL STREETS TO BE PER © SO MADE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER ELEV ELEVATION EVC END VERTICAL CURVE 'R26(CA " - NO PARKING ANYTIME - DEAD END "W14-2' SHEET WHERE SECTION SHOWN - ® INSTALL STREET SIGN PER C.O.S. STANDARD DETAIL T-1. B. 6191, PG. 1057 O.R. (APPROX. LOCATION) B.C.R. BEGIN CURB RETURN P1 PONT OF INTERSECTION 'R3 -5R RIGHT RIGHT TURN ONLY - NO OUTLET Is LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7, ALL E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE 'R4-7' - KEEP RIGHT "RB1(CA)' - BIKE LANE C1 CURVE NUMBER FOR CURIE DESCRIPTION A.C. FOR LOCAL STREETS STREETS TO BE TYPE W. ® CONSTRUCT HANDICAP RAMP PER CAI_1RAN5 STANDARD PLAN R.S.P. ARBA, 2002 CASE "A' 0 50' MADE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O ITEM OF WORK - SEE SCHEDULE 3. `TCHART ROAD - PAVEMENT TO BE 0.30' TYPE "A" AG OVER O CONSTRUCT 6' BLOCK WAlt PER WALL CONSTRUCTION PLANS. 8K. 1496, PG. 429 AND BK. 5977, PG. 2250 BOTH O.R. EC PIVC END CURVE TC TOP OF CURB POINT OF INTERSECTION TP T� Of PAVEMENT ® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PIANS 0.80' AGGREGATE BASE OHI2 0.50' COMPACTED 0.G TO 8E COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. „ • 13d WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. 1O TAPER NUMBER - SEE TABLE -9. OF VERTICAL CURLS GB GRADE BREAK q STORM DRAIN JUNCTION BOX -REFER TO SEWER &STORM DRAIN PLANS P.O.C. POINT CURVE RTW BOLT -OF -WAY CONSTRUCT TYPE 'UN CATCH BASIN WITH 3.5' OPENING PERD8V 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE 'A" AC. OVER a NOT USED © 16.5' VADE CHEVRON PIPFIANE CO. PIPELINE EASEMENT PER BK. 2271, PG 190 AND ON. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). P/L E.P. T PROPERTY UNE A.P. ANGLE PONT EDGE OF PAVEMENT C/G CURB AND GUTTER C.O.B.STD. D-14, UNLESS NOTED OTHERWISE. {-PPE SIZE 4 W BASE ATIV 1.20' COMPACTED O.G. TO T COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. COM AGGREGATE TO B O CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET ON SHEET 7. UTILITY: ® 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 G-W�ASER �ICATON 5. COFFEE ROAD - PAVEMENT TO BE 0.46 TYPE 'A' A.0 OVER PTH TOZALKYY'UBT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION COMMUNICADON EASEMENT PER 9K. 772, PG. 434 O.R. EXISTING SURVEY MONUMENT SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. IRR 1.35' AGGREGATE BASE OVER 0.70' COMPACTED CA TO BE S -SEWER 8A 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. SEVER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. Ig EXISTING UTW7Y POLE 70 BE RELOCATED. VOLUME 29, PG. 104 OF THE MINUTE BOOKS (CO. RD. 719) CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY YF/3' WINGS S. ALL CATCH BASINS TO BE TYPE 'A' PATH 3.5' OPENINGS PER SIT CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLECTOR/ARTERIAL) ® CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. PER OO.B. STD. ON SHEET 7 . C.O.S. STD. 0-14, UNLESS NOTED OTHERWISE. t© FUTURE TYPE "M" CURB PER C.O.B. STD. OCT. ST -2. 000216099245, O.R. -o- FURNISH & INSTALL STREET LIGHTI SONO LUMEN PER C.O.B. 7, ALL GONER POLES TO BE RELOCATED UNDERGROUND. ® CITY STREET RkGHT-OF-WAY PER DOC. N0. 570. ST -23 AND SPECIAL PROTUSION 7-86i-10. -"�-""-®w"- REACT BOUNDARY COORDINATE APPLICATION OF RELOCATION WITH Ott. 13 FURNISH &INSTALL CHANNEUZERS Ag1U SIGNS PER C.O.B. STD. DET, P-29. 71 2424.BAKERSFIELD OW217112424, O.R. -©- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER 0.0.9, SAO. -- :: .. .. .: ....:. PHASE BOUNDARY IR PROPOSED W IRRIGATION LINE PER SEPARATE PLAN.® 20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. ST --23 AND SPECIAL PROVISION ',-86-10 UNLESS OTHERVNSE NOTED. 8 INSTALL W-31(CA) SIGN WITH 0144-3 MARKER AT THE PHASE NO. 000217112425, O.R. EXISTING STREET UGHT PER SEPARATE APPROVED STREET PLANS _ _ _ _ - CENhTRLINE BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. SSD. DET. T-33 & EDGE 4F PAVEMENT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE 75 T-34. ® CITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. SIGN WITH CONSTRUCTION OF ADJACENT PHASE 000217010446, O.R. Ic INTERCONNECT CONDUIT 76 O INSTALL TYPE II BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31 CA) SIGN AND 0114-3 MARKERS IF TRACT IMPROVEMENTS ARE NOT CONSTRUC RIOR TO 77264HERE OF BAKERSIELD OFFER OF STREET DEDICATION PER CITY/COUNTY BOUNDARY LINE GENE THE (IMPROVEMENTS SHOWN DOC NO. IRREVOCABLE 77 CONSTRUCT TEMPORARY STORM DRAIN INLET/CATCH BASIN FURNISH & INSTALL 78 STREET LIGHT 22000 LUMEN PER CITY OF BAKERSFIEID STANDARD 418 416 414 412 410 408 406 404 402 400 398 30+50 50' 25' SCALE: O' 1" = 50' 50' 100' 811 35 STORM DRAIN EASEMENT TO BE RECORDED PATH THE FINAL MAP CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.42' 20.00' 90DD'00" C2 35.00) 27.15 14.29' 4424'55' G3 42.00' 197.06' 42.87' 26849'50' F) I A C' r r� MON-M-� fA STA INTERSECTION STA 14+16.38 C.L MOFFAT STREET CL = STA. 12+13.36 Cl NEDERLAND WAY CL NEDERLAND WAY SEE SHEET 7 MOWFAT STREET STA. 10+00.00 CL TO 21+09.57 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5` VERTICAL nI i A t r r7) STORM DRAIN EASEMENT BE RECORDED VAIN THE AL MAP m 1GUND: ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE B.C.R BEGIN CURB RETURN PI POINT OF INTERSECTION E.C.R. END CURB RETURN PRC PONT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC -POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE GB GRADE BREAK P.O.C. POINT ON CURVE R/W RiGHT-OF-WAY PAL PROPERTY UNE A.P. ARGUE POINT E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD, ST -13. Q EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. SID. T-1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SID. T-1. -o- FURNISH & INSTALL STREET LIGHT -5800 UU MEN PER C.0.8. STD. ST -23 AND SPECIAL PROVISION 7-86-10. s FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. .. EXISTING STREET UGHT PER SEPARATE APPROVED STREET PLANS � 4r 11+00 13+00 LEGEND CONT.): LEGEND CONT.): RI -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B.. STD. T-19: SECTION �-- R1-1' - STOP 2' - END SCHOOL ZONE 'R6-1' - ONE WAY _ _ , _ :3�A) SECTION DESIGNATION 'R5-1" - DO NOT ENTER 'W31(CA)' - END ft - NO PARKING ANYTIME ,W14-1' - DEAD ENO S EET SECTION Is SHOWN NOV3-V- RIGHT 'TURN ONLY W14-2' - NO OUTLET 'R81(CA)' 'R4-7" - KEEP RIGHT - TIKE LANE O CURVE NUMBS FOR CURVE DESCRIPTION STORM DRAIN - REFER TO SEVER & STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS TAPER NUMBER -SFE TABLE 9 STOMA BRAIN JUNCRON BOX - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT TYPE 'A" CAIGH BASIN NTH 3.5 OPENING PER C.Q.B. STD. D-14, UNLESS NOTED OTHERWISE. PIPE �_ SIZE 4'W - - s-- SEWER - REFER TO SEWER & STORM DRAIN PONS W -WATER D -DRAIN IRR-IRRIGATION SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. S-SEWR SEWER CLEANOUT - REFER M SEWER & STORM DRAIN PLANS. CONSTRUCT TS° BOTTOM WIDTH DRIVEWAY W/3' WINDS PER C.0.8. STD. ON SHEET 7 . .v TRACT BOUNDARY ._• ...� .: ., .:. .. PHASE BOUNDARY - - - - - - - CENTERLINE '� "4 EDGE OF PAVEMENT 113 --- INTERCONNECT CONDUIT 15+00 18+00 N91L 1. SEE SEWER AND STORM DRAIN PIANS 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.W AGGREGATE BASE OVER 0:50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.S. STD. ST -9. 4. SNOW ROAD - PAVEMENT TO BE 0.45' TWE "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" AC. OVER 1.35' AGGREGATE BAS OVER 0.70' COMPACTED G.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD, ST -9. 6. ALL CATCH BASINS TO BE TYPE "A' NTH 3.5' OPENINGS PER C.O.B. SIO. 0-14, UNLESS NOTED OTHERWISE. 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. COORDINATE APPLICATION OF RELOCATION NTH CITY. 8. INSTALL W-31(CA) SIGN NTH OM4-3 MARKER AT THE PHASE BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE SINN NTN CONSTRUCTION OF ADJACENT PHASE. 17+00 18+00 19+00 CONSTRUCTjON NOTES.. O CONSTRUCT TYPE "B' CURB & GUTTER PER C.O.B. STD ST -1 ® CONSTRUCT 4.5' (LOCAL STREETS)COMBINATKIN 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. A86A, 2002 CASE "A' V CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. V NOT USED ® CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PEP. C.O.B. STD. DEL ON SHEET 7. OPAINT 12" UMIT LINE USING THERMOPLASDG PAINT PER CALTRANS STANDARD SPECIFICATION 9 PTH-02ALKYD. 1D EXISTING UTILITY POLE TO BE RELOCATED. 91 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECMR/ARTERIAL) 1© FUTURE TYPE "M' CURB PER C.D.B. STD. DET. ST -2 13 FURNISH & INSTAL CHANNEUZERS 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. SID. DET. T-33 & T-34. INSTALL TYPE NI BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31 CA SIGN AND 18 OM4-3 MARKERS IF TRACT 7264 OFFSITE UPROVEMENTS ARE NOT CONS TRUC MDR TO THE IMPROVEMENTS SHOWN HERON. 20+00 21+00 EASEMENT LEGEND Q30' WIDE PUBLIC HIGHWAY EASEMENTPER SALES MAP OF LANDS OF KERN COUNTY LAND CO. FILED MAY 2. 1694 Q50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) ®50' WIDE PACIFIC GAS & ELECTRIC Go. TOWER UNE EASEMENT PER BK. 1496, PG. 429 AND BK. 5177, PG. 2250 B0114 O.R. 0 80' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER 8K. 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). ©10' NDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY COMMUNICATION EASEMENT PER BK. 174 PG. 434 O.R. ©A 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER VOLUME 29, PG. 104 OF THE MINUTE BOOKS (CO. RD. 719) QCITY OF BAKERSFIELD STREET RIGHT -NF -WAY PER DOC. NO. 000216099245, D.R. CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. 000217112424, O.R. ®20' NDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. NO. 000217112425, O.R. ®CITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. Na 000217010446, O.R. ©CITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER DOC. NO. 217153620, O.R. SCALE: 1" = 50' 50' 25' O' 50' 100' i® a O Know what's bel®W. Call before you dig. I TRACT CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA', CI 20:00' 31.42' 20.00' 90'00'00' C2 35.OD x7.13' 14.29' 4474'55' C3 42.00' s97:06' 42.87' 268.49'50' IDENTICAL POINTS 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 9+00 22+00 --- G ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERUNE SVC BEGIN VERTICAL CURVE EIEV ELEVATION EVC END VERTICAL CURVE B.C.R. BEGIN CURB RETURN PI PONT OF INTERSECTION E.C.R. END CiNB RETURN PRC PONT OF REVERSE CURVATURE BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVD PONT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE GB GRADE BREAK P.O.C. PONT ON CURVE R/W RIGHT -O' -WAY PAL PROPERTY LINE A.P. ANGLE PONT E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER ® FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q EXISTING SURVEY MONUMENT + FURNISH & INSTALL. STREET SIGN PER C.O.B. SID. T-1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. -a- FURNISH & INSTALL STREET UGIT -9500 LUMEN PER C.0.8. SID. ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS t1+00 t2+00 93+00 14+00 LEGEND (CONT.7: LEGEND (CONT.): ,r RI -1 FURNISH & INSTALL TRAFFIC SIGHS PER C.O.R. SID. T-19: SECTION 1E -8- 'R1-1" - STOP '55_2° -END SCHOOL TONE 'R6 -Y - ONE WAY - - — - - - A SECTION DESIGNATION 'R5-1' - DO NOT ENTER 'W31(CA)- - END 2 'R2%A' - NO PARKING ANYTIME 'Wi#-i" - DEAD END s SIIM �E 'R3 -5R, - RIGHT TURN ONLY 'W84-2' - NO OUTLET I 'R81(CA)" - BIKE LANE Q CURVE NUMBER FOR CURVE DESCRIPTION F— z -- o Ld LLJ NEM OF WORK - SEE SCHEDULE o STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS OO TAPER NUMBER - SEE TABLE pU j LL1 CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5 OPENING PER 9+00 22+00 --- G ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERUNE SVC BEGIN VERTICAL CURVE EIEV ELEVATION EVC END VERTICAL CURVE B.C.R. BEGIN CURB RETURN PI PONT OF INTERSECTION E.C.R. END CiNB RETURN PRC PONT OF REVERSE CURVATURE BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVD PONT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE GB GRADE BREAK P.O.C. PONT ON CURVE R/W RIGHT -O' -WAY PAL PROPERTY LINE A.P. ANGLE PONT E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER ® FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q EXISTING SURVEY MONUMENT + FURNISH & INSTALL. STREET SIGN PER C.O.B. SID. T-1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. -a- FURNISH & INSTALL STREET UGIT -9500 LUMEN PER C.0.8. SID. ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS t1+00 t2+00 93+00 14+00 LEGEND (CONT.7: LEGEND (CONT.): ,r RI -1 FURNISH & INSTALL TRAFFIC SIGHS PER C.O.R. SID. T-19: SECTION 1E -8- 'R1-1" - STOP '55_2° -END SCHOOL TONE 'R6 -Y - ONE WAY - - — - - - A SECTION DESIGNATION 'R5-1' - DO NOT ENTER 'W31(CA)- - END 2 'R2%A' - NO PARKING ANYTIME 'Wi#-i" - DEAD END s SIIM �E 'R3 -5R, - RIGHT TURN ONLY 'W84-2' - NO OUTLET I 'R81(CA)" - BIKE LANE Q CURVE NUMBER FOR CURVE DESCRIPTION -- - - — - - — TRACT BOUNDARY PHASE BOUNDARY — C04TERUNE - h �= EDGE OF PAVEMENT is INTERCONNECT CONDUIT 15+00 t8+00 N 1, SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND SEWER DETAILS. 2. LOCAL STREETS - PAVEMENT FOR LOCAL STREETS W BE PER LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL A.C. FOR LOCAL STREETS STREETS TO BE TWE "S'. 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.Q.B. STC. ST -9. 4. SNOW ROAD - PAVEMENT TO BE 0.45' TWE "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. SID. 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.S. STD. ST -9. 6. ALL CATCH BASINS TO BE TYPE 'A' PATH 3.5' OPENINGS PER C:O.& STD. 0-14, UNLESS NOTED OTHERWISE- 7. THERWISE 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. COORDINATE APPLICATION OF RELOCATION WAIN 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 NTH CONSTRUCTION OF ADJACENT PHASE. t7+00 t8+00 19+00 CONSTRUCTION NOTES: O CONSTRUCT TYPE "B° CURB & GUTTER PER C -QB. SID ST -1 O2 CONSTRUCT 4.5 (LOCAL STREETS�MBINATON SIDEWALK PER C.O.B. STD OFT. ON SHEET 14. ® INSTALL STREET SIGN PER CD.S. STANDARD DETAIL T-1. ® CONSTRUCT HANDICAP RAMP PER CAITRANS STANDARD PLAN R.S.P. ANA, 2002 CASE ® CONSTRUCTS' BLOCK WALL PER WALL, CONSTRUCTION PLANS © SAWCUT EASING EP. PER RESPECTVT. STREET SECTION OR AS DIRECTED BY ENGINEER. O NOT USED CONSTRUCT SINGE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. SID. DET. ON SHEET 7. 9 PAINT 12" UNIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIRCARON PTH-02ALKYD. 10 EXISTING UTILITY POLE TO BE RELOCATED. CONSTRUCT 5.5' COMBINATION SDEWAIA. PER C.O.B. STD ST-5(COIECTOR/ARTERIAL) l'J FUTURE TYPE 'M" CURB PER CO.B. STD. DET ST -2. 7S FURNISH & INSTALL OHANNEIJZFRS AND SIGNS PER COB. SID. DET. T-29. 14 PROPOSED 30` IRRIGATION LINE PER SEPARATE PIAN. FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. SIJ. DET. T-33 & TB T-34. INSTALL TYPE 14 BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31 CA SIGN AND Tfi OM4-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT CONSTRUC RIOR 10 THE IMPROVEMENTS SHOWN HEREIN. 20+00 21+00 EASEMENT LEGEND Q30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF KERN COUNTY LAND 00. FILED MAY 2, 1894 ©50' WIDE PACIFIC OAS & ELECTRIC CO. TOWER LINE EASEMENT PER BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) ®50' VADE PACIFIC GAS & ELECTRIC 00. TOWER UNE EASEMENT PER BK. 1496, PG. 429 AND BK. 51777, PO 2250 BOTH O.R. ®80' WADE PAOFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER W. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. AN 16.5 WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND OK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). ©10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY COMMUNICATION EASEMENT PER BK. 172, PC 434 O.R. A 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER VOLUME 29, PG. 104 OF THE MINUTE BOOKS. (00. RD. 719) ®CITY OF BAKERSFIELD STREET RGHT-OF-WAY PER DOC. NO. 000216099245, O.R. CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. 000217112424, O.R. 20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC NO. 000217112425, O.R. ®CIN OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. 000217010446; QR. ©CITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER DOC NO. 21 71 536 20, O.R. SCALE: 1" = 50' 50' 25' O' 50' 100' 00 Know what's below. Ca I before you dig. 1.1-6968 Ph 1 - 10 CITY RECORDS R4- - KEEP RIGHT -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS NEM OF WORK - SEE SCHEDULE o STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS OO TAPER NUMBER - SEE TABLE pU STORM DRAIN JUNCTON BOX - REFER TO SEWER & STORM DRAIN PUNS i� CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5 OPENING PER r/ C.O.S. SID. D-14, UNLESS NOTED OTHERWISE. /—PIPE �'— SIZE m n M 4"W M s SEWER - REFER TO SEWER' & STORM DRAIN PLANS W -WATER D -DRAIN 0 K HRR-iRRIGATOd SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. & S-GAS ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT '18' BOTTOM WIDTH DRIVEWAY W/3' 'WINGS O N PER C.O.B. STD. ON SHEET 7 . -- - - — - - — TRACT BOUNDARY PHASE BOUNDARY — C04TERUNE - h �= EDGE OF PAVEMENT is INTERCONNECT CONDUIT 15+00 t8+00 N 1, SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND SEWER DETAILS. 2. LOCAL STREETS - PAVEMENT FOR LOCAL STREETS W BE PER LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL A.C. FOR LOCAL STREETS STREETS TO BE TWE "S'. 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.Q.B. STC. ST -9. 4. SNOW ROAD - PAVEMENT TO BE 0.45' TWE "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. SID. 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.S. STD. ST -9. 6. ALL CATCH BASINS TO BE TYPE 'A' PATH 3.5' OPENINGS PER C:O.& STD. 0-14, UNLESS NOTED OTHERWISE- 7. THERWISE 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. COORDINATE APPLICATION OF RELOCATION WAIN 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 NTH CONSTRUCTION OF ADJACENT PHASE. t7+00 t8+00 19+00 CONSTRUCTION NOTES: O CONSTRUCT TYPE "B° CURB & GUTTER PER C -QB. SID ST -1 O2 CONSTRUCT 4.5 (LOCAL STREETS�MBINATON SIDEWALK PER C.O.B. STD OFT. ON SHEET 14. ® INSTALL STREET SIGN PER CD.S. STANDARD DETAIL T-1. ® CONSTRUCT HANDICAP RAMP PER CAITRANS STANDARD PLAN R.S.P. ANA, 2002 CASE ® CONSTRUCTS' BLOCK WALL PER WALL, CONSTRUCTION PLANS © SAWCUT EASING EP. PER RESPECTVT. STREET SECTION OR AS DIRECTED BY ENGINEER. O NOT USED CONSTRUCT SINGE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. SID. DET. ON SHEET 7. 9 PAINT 12" UNIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIRCARON PTH-02ALKYD. 10 EXISTING UTILITY POLE TO BE RELOCATED. CONSTRUCT 5.5' COMBINATION SDEWAIA. PER C.O.B. STD ST-5(COIECTOR/ARTERIAL) l'J FUTURE TYPE 'M" CURB PER CO.B. STD. DET ST -2. 7S FURNISH & INSTALL OHANNEIJZFRS AND SIGNS PER COB. SID. DET. T-29. 14 PROPOSED 30` IRRIGATION LINE PER SEPARATE PIAN. FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. SIJ. DET. T-33 & TB T-34. INSTALL TYPE 14 BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31 CA SIGN AND Tfi OM4-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT CONSTRUC RIOR 10 THE IMPROVEMENTS SHOWN HEREIN. 20+00 21+00 EASEMENT LEGEND Q30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF KERN COUNTY LAND 00. FILED MAY 2, 1894 ©50' WIDE PACIFIC OAS & ELECTRIC CO. TOWER LINE EASEMENT PER BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) ®50' VADE PACIFIC GAS & ELECTRIC 00. TOWER UNE EASEMENT PER BK. 1496, PG. 429 AND BK. 51777, PO 2250 BOTH O.R. ®80' WADE PAOFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER W. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. AN 16.5 WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND OK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). ©10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY COMMUNICATION EASEMENT PER BK. 172, PC 434 O.R. A 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER VOLUME 29, PG. 104 OF THE MINUTE BOOKS. (00. RD. 719) ®CITY OF BAKERSFIELD STREET RGHT-OF-WAY PER DOC. NO. 000216099245, O.R. CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. 000217112424, O.R. 20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC NO. 000217112425, O.R. ®CIN OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. 000217010446; QR. ©CITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER DOC NO. 21 71 536 20, O.R. SCALE: 1" = 50' 50' 25' O' 50' 100' 00 Know what's below. Ca I before you dig. 1.1-6968 Ph 1 - 10 CITY RECORDS :kMr 6 N i� r/ m n M M oP 0 K Z O I Q J i & I W V M m W tp � O N o � 1 ' A,6 s � I � I i f= z 0 i rr 0 co v p r ~ Z J z LU ®W z m < < WL = U (n �d 0 v®CoQ CC W °° Z Z 7 0 m LO,i h m zLU Q 2 h LU < <% I= CO h 6 L0 � � I NOR"MGLEN WAY SEE SHEET 11 P 'HA§1E -4 3 .13 3 4 1 5 6 7 8 9 1 10� 1811 12 ds & 1� 14 15 16 17 18 19 2jJ21aJ t TRACT BOUNDARY Zi5 �3 5 + + a; F, Z3 g o J < 0 0 < A'S RlW <1 /W _71 k 7' oL 7 A,17;77� > LLJ L -Li 0 2 SI 8"S ------ ----- 8*s 2 8"s 05A < C) STA- 9+27.76, F.L. C3 16S. GO --T 11 S89I 528.32' 21 2400 STA22+61,94, F.L. 36"D '24 IE 00 B (TVP.) ry Ir —12iroo- -SEIIII 3 F7 WILD TYP.) C2 C2 LLJ R/W j 3;7 j 0 l� L� 1 0 1 C) LL. -61 + o t�. +32 -�7 -28 25'6 '24 233 TRACT BOUNDARY ,i 11�4 1 3 7 " "' M+ I +A 1 26 ��38 36 35 el ®' 411 4 39 31' 30 29 4 4 1 4-4 + + g+g 5 + V+%aj;j I Is 10 1 EXISTING 11 20 1 1�2 OVERHEAD POWER LINE Im - - STPD, TO BE REMOVED F HA E 3da L R/W R/W F HA 3 E 2 NEDERLAND WAY SEE SHEET 7 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA cl 20.00' 31.42' 20.00' DOWOO, C2 35.00, 2713' 14.29' 4424!55' C3 4100' 199.55' 40.40' 27213'17' Ku"WA STREET STA. 10+00.00 C.L. TO 21+89.70 CL SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL it 418'- - _ -._ _. - - - -- - r — ;- ----1418 7 416 L 416 ------ 414 414 4 412 12 ri 410 T g-.XmOO -Ju- 410 APPRO MATE EXISTING X1 408 Le D 0 CJ - 9 408 APPROXIMATEEXISTING m --- GROUN F NO 0 C.L j 406 S-0.25% - - - - - - - - 7 406 S=G.. % 2' x ------ 404 404 ...... S=-0.258 PROPOSED NORTH FLDWUNE t 402 402 a -PROPOSEDSORRROWUNE 400 400 IDENTICAL IDENTICAL 398 ----- - ----- --- ----- 398 POINTS POINTS 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 22+00 22+75 418 418 - - - ----- - p 416- - - ------- - 7 416 414 414 412 - ---- - - LIT 412 410 410 APPROXIMATE EXISTING 5=0.45-8gROUND: 0 - C.L. 408 408 -9 - - - - - - - - -- AMW*ATE EXItTING j, GROUND 0 CL S=O.26I 406 7 406 i r L-31�42' 3'/ S 404 IRV 404 T- =-1125% PROPOSED SOUTH FLOWUNE 402 402 Pon=- 5NIET ETORM 4 400 00 398 L 398 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 22+00 22+75 LEGEND: LEQEN[2 (CONI -1 LEGEND (QQNI.); bQTES; CONSTRUCTION NOTES: EASEMENT LEGEND ABBREVIATIONS RI -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: SE LE PONS POINT ON VERTICAL CURVE 'RI -I" - STOP 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND CONSTRUCT TYPE "El' CURB & GUTTER PER C,0.13, STO ST -1 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF Fl- FLOWLINE 'R6-1* - ONE WAY "35-27 - END SCHOOL ZONE SEWER DETAILS. KERN COUNTY LAND CO. FILED MAY 2, 1894 CL CENTERUNE BVL BEGIN VERTICAL CURVE `RS -l' - DO NOT ENTER 'WI - END 7-m 2 SECTION DESIGNATION CONSTRUCT 4Z' (LOCAL STREETS)COMBINATION SIDEWALK PER C.O.S. STD DET. ON SHEET 14. SV WIDE PACIFIC GAS & ELECTRIC CO, TOWER LINE EASEMENT PER ELEV ELEVATION EVC END VERTICAL CURVE :R26(5CA), - No PARKING ANYTIME *W14-1- - DEAD END SFIEET WEERE 2. LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. BK- 6191, PC. 1057 O.R. (APPRM LOCATION) B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION R" -RIGHT TURN ONLY W14-27 - NO OUTLET SE IS � LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL (D EC.R. END CURB RETURN PRO POINT OF REVERSE CURVATURE '_ R -RB1(CAY - BIKE LANE @ CURVE NUMBER FOR CURVE DESCRIPTION A.G. 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' *R4-7* - KEEP RIGHT (i) BK. 1496, PG. 429 AND SIX. S177, PG. 2250 BOTH O.R. so' 25' 01 50, Too' 8C BEGIN CURVE PGC POINT OF COMPOUND CURVATURE STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ITEM OF WORK - ME SCHEDULE 3. ETCHART ROAD - PAVEMENT TO BEOVER CONSTRUCT W BLOCK WALL PER WALL CONSTRUC11ON PLANS. EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION IF TOPE PAVEMENT 0 STORM DRAIN MANHOLE -REFER TO SEWER & SMRM DRAIN PLANS 0.80' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE 80' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER OF VERTICAL CURVE GB GRADE BREAK STORM DRAIN JUNCTION BOX - REFER TO SEWER & STORM DRAIN PLANS <�� TAPER NUMBER - SEE TABLE COMPACTED TO 958 RELATIVE DENSITY PER C.O.B. SM. ST -9. SAWOUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. BK. 1496, PG. 429 AND SK. 5177, PQ 2250 1307H O.R. 91 16.5 WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 71, P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY 4. SNOW ROAD - PAVEMENT TO BE 01 TYPE "A' A -C, OVER NOT USED PG. '190 AND SK. 6377, PG. 1119 BOTH O.R. (TO BE RELOCATEDF PA PROPERTY LINE AA ANGLE POINT CONSTRUCT TYPE "A" CATCH BASIN WITH 15' OPENING PER PIPE SIZE REV AGGREGATE BASE OVER 1.20' COMPACTED OA 110 BE CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. SM. DET. ON SHEET 7. E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER C.0.8, SID. D-14, UNLESS NOTED OTHERWISE Aw—UTILITY.. COMPACTED TO 958 RELATIVE DENS" PER C.O.S. STEL ST -9. 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY It FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SID. ST -13. SEWER - REFER TO SEWER & STORM DRAIN PLANS W -WATER D -DRAIN PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION COMMUNICATION EASEMENT PER SK. 17Z PQ 434 OA G -GAS IRR -IRRIGATION 5. COFFEE ROAD - PAVEMENT TO BE 0.45' TYPE 'A" A.C. OVER PTH-02ALKY). EXISTING SURVEY MONUMENT SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS, S -SEWER 1.35? AGGREGATE BASE OVER 0.70 COMPACTED G.G. TO BE A 30' WIDE COUNTY OF KERN PUBUC 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 958 REIATIVE DENSITY PER C.O.B, STO. ST -9. 90 EXISTING UTILITY POLE TO BE RELOCATED. VOLUME 29, PG. 104 OF THE MINUTE BOOKS. (CO. RD. 719) + FURNISH & INSTALL METRO STREET SIGN PER CAB, SID, T-1.CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY WIS WINGS 6. ALL CATCH BASINS TO BE TYPE 'A' WITH 3.5 OPENINGS PER 11 CONSTRUCT 5S COMBINATION SIDEWALK PER C.O.S. STD ST-5(OM-LECTOR/ARTEMAL) CITY O = F BAKERSFIELD STREET RIGHT-OF-WAY PER DNOI A= PER C.O.B. STD. ON SHEET 7 . C.O.B. STD, D-14, UNLESS NOTED OTHERWISE. FUTURE TYPE 'M" CURB PER CAP -STD. DET. ST -2 DOO216099245, O.R. Jul FURNISH & INSTALL STREET LIGHT -5809 LUMEN PER CAEL 7. ALL POWER POLES TO BE RELOCATED UNDSMOUND. CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. SM. ST -23 AND SPECIAL PROVISION 7-86-10. TRACT BOUNDARY COORDINATE APPLICATION OF RELOCATION WITH CITY. 93 FURNISH & INSTALL CHANNI AND SIGNS PER C.O.B. STD. DET. T-29. 000217112424, O.R. Know wharsbelow. ID FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD- CENPHASE BOUNDARY PROPOSED V IRRIGATION LINE PER SEPARATE PLAN. A 20? WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. — - — - — - — TERLIE D. NINSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE NO. 000217112425, O.R. Ca II before you dig. EXISTING STREET EIGHT 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 & h EDGE OF PAVEMENT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE 18 T-34. A CITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. INTERCONNECT CONDUIT SIGN WITH CONSTRUCTION OF ADJACENT PHASE INSTALL TYPE III BARRICADE PER CAI STANDARD PLAN A73C AND 000217010446, C.R. 98 O OM4-3 MARKERS IF TRACT 7264 OFPSITE IMPROVEMENTS ARE NOT N'SlUvw, TOACITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER 1.1-6968 Ph 1 - 10 THE IMPROVEMENTS SHOWN HEREIN, DOC. NO. 217153620, O.R. CITY RECORDS NO: IOU SNOW ROAD MOFFAT STREET N LA JUNTA STREET SEE SHEET 3 SEE SHEET 4 SEE SHEET 5 CN 5 34 �... I {W -V I ~" Li 1 a x 35 It z< b 8 H� 35 ^. { I N V n J 7 �. J Z J <( J Q °� ool� � tiw cs "- ori tiLL o� *30 oLL s' tiLL d+z: n ° n� nn l AT mw =1 a s n� 8�} 34 �N W Uyy�.p. M� g V_xx gqn S^-iI N VQg U6h Utiti SaQ ON N T �FFUd< SdQ Q UFr oNi1V� ('- ae <n i'_� _ m vrmW rYi R/W R/�. aSa� mvrm G+oo - r . - G 1< 4 _. C3 1 2 _ --N - _ r - _78 1 2 + x c .L i - _ - q 1 ___� __ N ,� 96+00- _ _ 1 _I_ __ _z NO01897"E®27_&4fr- _ 5+00 _ NO����__ r I N00'48'31°E 273.36' c_ _�� �- T B ac 3 ¢ rc rc I U 32 s 9 s 33s $ 1 Qjj 33 a Ijiz m NI fi C- o nn f m nmm 31 -r4 U<� 10 « 32 -a< �« q<� 32 I I m rn R/W ( R/W 1 SNOW ROAD MOFFAT STREET LA JUNTA STREET SEE SHEET 3 SEE SHEET 4 SEE SHEET 5 x i i' DWA STREET SEE SHEET 6 in kf�.wet EY _ffi9'mdt. ,J N045 cici m r ,W wab oa* 0%, MAIrw *ee&ao A, a b"tom t sarin- M~s%uE wow v1proftw saps or Me mri*mm s MA" a ft mNrCat &VamA t aenpewd pe =kM to NAx M*omesfe Of Ate '... of L1IElmM4OAriH9 "Vow d .v"W a _ 3FaaWs mtimm I"" ftW smarm a am bft root z 'SYewdm* mrroot Hwy Wowbe a Me Of f a a mad sr Me bay Z A Korai Sglwt fwk &avd by No 0y a.' a mm Ae w%Ca wmW"be o mtnwmn d 30' b* RANISEVIVI Adk"Dgtak f aN� OW4014 ay =140=11=111i+� x a mw m M* a ft sty bN of wr w A oa to k% m 7 J grids M ba .a>sAtc&d avx to grmoo uxN MWAV ap'oonetls or.,s vow" *ww h be CRY D . I oetoo sock✓+ ad to KW of maxsamm Aty to. SaAca+t big' AY be f'mi *a0v Poornor, 3 m oWaes fa ASA! D-1557 to a d" 0 W Ar qvAr xmra46Va me 00 Y+ptr "noon of me ak _ _+ a Firgbuw, t7Nrm+iM abfr9ldrt4H sSUP be sexwt o m3dmnn A awmmre W ** kgpaxd 00 nmmm to Mx sw bac tA'x ahouo x & ow oP2e9mt $I -,'.t {mMt 9k0$ tixlhYaF & Me ¢.' 'd7kite' $T-iD. � RA tio+' �ao+m Sas A 4« fr Cwb ®,a aw bf* of 560# be Pa+sea Wim' Coaawda ab/ car9olrt m m6AfAa +nmHH ANa- * ,rot mmm A Cpl $ *AAtbd kan AIe dTp' N9gEmu: I ,M be ole �A AwAe a�vna dna m and to Cee *%Heats and"set be:kma AV 1J aRWE ear MEN W aWd F%n4r at; 00 11 6" of mAs gVwooch AM Ae .,I M of 2S' Dam m{&af Pot Ike bp ArfbA' pMH' tm i Aroma t4. EV*q cs& M It good ankhoi o W -be stout wd ro A cow* sw be SeaWs4 ""A %Agxd me tam f%wb ud"1 M mMNJ*to of eww MSINtr N aim V*C W ANwm book hwwdc* Ow ftft affA00 e of of a wA xd%b bu o Ma r.�mM 6 aHW aM6ma ° Hftro"ndZ a �x .Iw Wd Me wtv & ,na a* Gro 7. evowtto, Hh74 Ma? be **ex&w.tmt at bald dzl M d Brats o/ ov of fV1 m¢etrn*n Ssbrnh cid m dAetlad by Mc aty L -no .. ' 406 _. 4 _ - _._ a n - - Q y T 4b6 PHASES T.I. "R' A.C. A,4. S.G. i sq 1.347 j - --- m 404 5s 0257 ;. _ -. _ SP -0.25%--4 PHASE 9 4.5 42 0.20' O.bO 0.50• __ ' 1 _EAST ROWUNEr _ , -_ I_-_ ___ ._j._._ PHASE 2 TO 5 4.5 25 P.C.C. BA 4 l ._.. 402 _ WINE PROPOSED PROP EAST FLONUNE __ . 482 PHASE 6 TO 7 4.5 15 4.20' 0.85' 0.50' 5 74ROPOSIiD EAST FIA 400 400 PHASE s To 1Q 4 2G o.zD' a7s' oso' TEMPORARYINLET STRUCTURE 10+25 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 GLE END; LEGEND (CONT.):GLE END (CONT.): CONSIRUCTJON_ NOTE% EASEMENT LEGEND AW ROATONS RI -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: SC1rq-F -w- R1 -P - STOP 1. SEE SEWER AND STORM DRAIN PLANS FOR STOW DRAIN AND O CONSTRUCT TWE "B" CURB & GUTTER PER C.G.B. SID 5T-7Zj, 30' CO NTY L NDHIGHWAY LED EASEMENT PER SALES MAP OF LANDS OF FL FLOWIINE POVC POINT ON VERTICAL CURVE 'RS -1" - ONE WAY 'W3I(° - END SCHOOL ZONE _ _ _ _ _ A SECTION DESIGNATION SEWER DETAILS. KERN COUNTY LAND CO.W. FILED MAY 2, 9694 0. CENTERLINE BVC BEGIN VERTICAL CURVE 'R5-1' - DO NOT ENTER 'W31(CA)° -- END 2 O/2� CONSTRUCT 4.5 (LOCAL STRF.E'f5)CO&BINATION SIDEWALK PER C.O.B. STD DET ON SHEET 14. ® BO, WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER ELEV ELEVATION EVC END VERTICAL CURVE R26(CA ' - NO PARKING ANYTIME "W14 -i' - DEAD END SHEET % E 2 LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER V INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) B.C.R. BEGIN CURB RETURN Pi PONT OF INTERSECTION "R3 -SR '� - RIGHT TURN ONLY 11114-2" - NO OUTLET SECTIMI IS 940M LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL E.C.R. END CURB RETURN PRC PONT OF REVERSE CURVATURE "R4-7" - KEEP RIGHT "ROI(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. ARBA, 2002 CASE 'A' © BK. IDE PPCIIFIC AND ELECTRIC CO. TOWER LINE PG. 2250 BOTH O.R. PER BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE --- D STORM DRAIN - REFER TO SEVER & STORM DRAIN PLANS V ITEM OF WORK - SEE SCHEDULE 3. ETCHART ROAD - PAVEMENT TO BE 0.30' TWE "A" A.C. OVER O CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS EC END CURVE TIC TOP OF CURB PIVC PONT OF INTERSECTIONID TOP OF PAVEMENT 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 0.80' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE ® 80' WIDE PACIFIC GAS & ELECTRIC 00. TOWER LINE EASEMENT PER O VERTICAL CURVE GB GRADE BREAK 1 TAPER NUMBER -SEE TABLE COMPACTED TO 95% RELATIVE DENSITY PER C.O.& STD. ST -9. © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER BK. 1496, PO 429 AND BK. 5177, PG 2250 BOTH O.R. P.O.C. PONT TI WRVS R/W RIGHT -Or -WA BREAK ❑U STORM DRAIN JUNCTOM BOX - REFER TO SEWER & SICRRM DRAIN PLANS O PJL PROPERTY LINE A.P. ANGLE PONT CONSTRUCT TYPE '9 CATCH BASIN WTIH 3.5' OPENING PER 4. SNOW ROAD -PAVEMENT TO 1. 0.4O TYPE "A" A.C. OVER 0 N07 USED 16.5 WIDE CHEVRON PIPELINE W. PIPELINE ® PG. 1 0 AND SK. 6877, PG. i9 9 BOTH O.R.EASEMENT PER SK. (TO BE RELOCATED). 71, SCALE: 1" = 50' C.O.B. STD. D-14, UNLESS NOTED OTHERWISE 4 --UTILITY., SIZE COM AGGREGATE BAS OVER 9.20' ITV PRC. O.G.O. T ®�STRUCT SINGLE FAMILY RESDENTIAL DRIVE APPROACH PER GO.B. SID. DET ON SHIFET 7. E.P. EDGE O PAVEMENT C G CURB AND OTTER COMPACTED 70 957 RELATIVE DENSITY PER C.O.B. SIO. ST -9. 50' 25' O' 50' 100' J 4"W UTurr: ® 10' CODE PACIFIC ASE ENT 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 -DRAM /� PAINT 2 YD. UNE USING TFERMO'4 ASTIC PAINT PER CALTRANS STANDARD SPECIFICATION COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. G -GAS IRR-IRRIGA710N 5. COFFEE ROAD - PAVEMENT OVER 70 BE 0.45' TYPE °A.C. OVER L/ PIN-02A11CY0. EXISTING SURVEY MONUMENT ® SEWER MANHOLE - REFER SEWER &STORM DRAIN PLANS S_SEI 1.35' AGGREGATE BASE OVER 0.70' COMPACTED O.G.QTO BE Q A 30' 'WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER + FURNISH & INSTALL STREET SIGN PER C.O.B. SID. T-1. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. COMPACTED TO 95% RELATIVE DENSITY PER GO.& STD. ST -9. 10 EXISTING UTILITY POE TO BE RELOCATED, VOLUME 29, PG. 104 OF THE MINUTE BOOKS (CO. R0. 719) + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD, T-7. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W%3' PANGS 6. ALL CATCH BASINS TO BE TYPE *A' WITH 3.5' OPENINGS PER 91 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. SED ST-5(COLLECTOR/ARTERIAL) C000216099245,TYOFKERSQRLD STREET RIGHT-OF-WAY PER DOC. NO. PER C.O.B. SID. ON SHEET 7 . C.O.B. STO. D-14, UNLESS NOTED OTHERWISE. a FUTURE TWE "M" CURB PER C.O.B. STD. DEL ST -2 i -® FURNISH &INSTAL'. STREET UGIT -58W LUMEN PER C.O.B. TRACT BOUNDARY 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. 1v3 N4IdISH & INSTALL CHANNElIIERS AND SIGNS PER C.O.B. STD. DIET T-29. ® CITY O BAKER F ELD STREET RSGiT-OF-WAY PER DOC: NO. STD. ST -23 AND SPECIAL PROVISION 7-88-10. _ ®'" _ ®®� `� COORDINATE APPLICATION OF RELOCATION WITH CITY. O -®- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. SID. � � -- � -� �- PHASE BOUNDARY 94 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 VAIN OJ4-3 MARKER AT THE PHA NO. 000217112425, O.R. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - � - - -- -- CENTERLINE CONSTRUCTEDUNCIA WITHIN RE SIMULTANEOUSLY. IF ADJACENT AND SALVAGE THE ib. FURNISH & INSTALL INTERCONNECT CONDUIT & PUL BOXES PER COS. STD. DET T-33 & © CITY OF BAKERSFlELD FLOWAGE &DRAINAGE EASEMENT PER DOG NO. EDGE O PAVEMENT SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 00021709446, O.R. 3 is INTERCONNECT CONDUIT O INSTALL TYPE Til BARRICADE PER OFfST I STANDARD PLAN A73C WITH CONSTRUED SIGN AND ® b 46 tkA4-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT COISIRUCTED PRIOt TO CITY OF BAKERSFlEID IRREVOCABLE OFFER OF STREET DEDICATION PER KIlOCal W� WI18I;�5 lJP.l®w. THE IMPROVEMENTS SHOWN HEREIN. DOG NO. 217153620, O.R. Call before®U dig. 9 FURNISH & INSTALL TEMPORARY INLET STRUCTURE, DETAIL ON SHEET 7 WITH CONSTRUCTION OF y g PHASE 2 & REMOVE WITH PHASE 3 CONSTRUCTION. --- t8 PSTALL �CBARRICADE PER trSN�NPLAN SR WIN OFtDJ ASE/TRBOUNDARY. REM &ALVGETHTHECONUCTIkCEPSE 11.1-6968 Ph 1 - 10 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Ci 20.06' 31.42` 20. W' 96°0'00' in kf�.wet EY _ffi9'mdt. ,J N045 cici m r ,W wab oa* 0%, MAIrw *ee&ao A, a b"tom t sarin- M~s%uE wow v1proftw saps or Me mri*mm s MA" a ft mNrCat &VamA t aenpewd pe =kM to NAx M*omesfe Of Ate '... of L1IElmM4OAriH9 "Vow d .v"W a _ 3FaaWs mtimm I"" ftW smarm a am bft root z 'SYewdm* mrroot Hwy Wowbe a Me Of f a a mad sr Me bay Z A Korai Sglwt fwk &avd by No 0y a.' a mm Ae w%Ca wmW"be o mtnwmn d 30' b* RANISEVIVI Adk"Dgtak f aN� OW4014 ay =140=11=111i+� x a mw m M* a ft sty bN of wr w A oa to k% m 7 J grids M ba .a>sAtc&d avx to grmoo uxN MWAV ap'oonetls or.,s vow" *ww h be CRY D . I oetoo sock✓+ ad to KW of maxsamm Aty to. SaAca+t big' AY be f'mi *a0v Poornor, 3 m oWaes fa ASA! D-1557 to a d" 0 W Ar qvAr xmra46Va me 00 Y+ptr "noon of me ak _ _+ a Firgbuw, t7Nrm+iM abfr9ldrt4H sSUP be sexwt o m3dmnn A awmmre W ** kgpaxd 00 nmmm to Mx sw bac tA'x ahouo x & ow oP2e9mt $I -,'.t {mMt 9k0$ tixlhYaF & Me ¢.' 'd7kite' $T-iD. � RA tio+' �ao+m Sas A 4« fr Cwb ®,a aw bf* of 560# be Pa+sea Wim' Coaawda ab/ car9olrt m m6AfAa +nmHH ANa- * ,rot mmm A Cpl $ *AAtbd kan AIe dTp' N9gEmu: I ,M be ole �A AwAe a�vna dna m and to Cee *%Heats and"set be:kma AV 1J aRWE ear MEN W aWd F%n4r at; 00 11 6" of mAs gVwooch AM Ae .,I M of 2S' Dam m{&af Pot Ike bp ArfbA' pMH' tm i Aroma t4. EV*q cs& M It good ankhoi o W -be stout wd ro A cow* sw be SeaWs4 ""A %Agxd me tam f%wb ud"1 M mMNJ*to of eww MSINtr N aim V*C W ANwm book hwwdc* Ow ftft affA00 e of of a wA xd%b bu o Ma r.�mM 6 aHW aM6ma ° Hftro"ndZ a �x .Iw Wd Me wtv & ,na a* Gro 7. evowtto, Hh74 Ma? be **ex&w.tmt at bald dzl M d Brats o/ ov of fV1 m¢etrn*n Ssbrnh cid m dAetlad by Mc aty L -no .. ' 406 _. 4 _ - _._ a n - - Q y T 4b6 PHASES T.I. "R' A.C. A,4. S.G. i sq 1.347 j - --- m 404 5s 0257 ;. _ -. _ SP -0.25%--4 PHASE 9 4.5 42 0.20' O.bO 0.50• __ ' 1 _EAST ROWUNEr _ , -_ I_-_ ___ ._j._._ PHASE 2 TO 5 4.5 25 P.C.C. BA 4 l ._.. 402 _ WINE PROPOSED PROP EAST FLONUNE __ . 482 PHASE 6 TO 7 4.5 15 4.20' 0.85' 0.50' 5 74ROPOSIiD EAST FIA 400 400 PHASE s To 1Q 4 2G o.zD' a7s' oso' TEMPORARYINLET STRUCTURE 10+25 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 GLE END; LEGEND (CONT.):GLE END (CONT.): CONSIRUCTJON_ NOTE% EASEMENT LEGEND AW ROATONS RI -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: SC1rq-F -w- R1 -P - STOP 1. SEE SEWER AND STORM DRAIN PLANS FOR STOW DRAIN AND O CONSTRUCT TWE "B" CURB & GUTTER PER C.G.B. SID 5T-7Zj, 30' CO NTY L NDHIGHWAY LED EASEMENT PER SALES MAP OF LANDS OF FL FLOWIINE POVC POINT ON VERTICAL CURVE 'RS -1" - ONE WAY 'W3I(° - END SCHOOL ZONE _ _ _ _ _ A SECTION DESIGNATION SEWER DETAILS. KERN COUNTY LAND CO.W. FILED MAY 2, 9694 0. CENTERLINE BVC BEGIN VERTICAL CURVE 'R5-1' - DO NOT ENTER 'W31(CA)° -- END 2 O/2� CONSTRUCT 4.5 (LOCAL STRF.E'f5)CO&BINATION SIDEWALK PER C.O.B. STD DET ON SHEET 14. ® BO, WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER ELEV ELEVATION EVC END VERTICAL CURVE R26(CA ' - NO PARKING ANYTIME "W14 -i' - DEAD END SHEET % E 2 LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER V INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) B.C.R. BEGIN CURB RETURN Pi PONT OF INTERSECTION "R3 -SR '� - RIGHT TURN ONLY 11114-2" - NO OUTLET SECTIMI IS 940M LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL E.C.R. END CURB RETURN PRC PONT OF REVERSE CURVATURE "R4-7" - KEEP RIGHT "ROI(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. ARBA, 2002 CASE 'A' © BK. IDE PPCIIFIC AND ELECTRIC CO. TOWER LINE PG. 2250 BOTH O.R. PER BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE --- D STORM DRAIN - REFER TO SEVER & STORM DRAIN PLANS V ITEM OF WORK - SEE SCHEDULE 3. ETCHART ROAD - PAVEMENT TO BE 0.30' TWE "A" A.C. OVER O CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS EC END CURVE TIC TOP OF CURB PIVC PONT OF INTERSECTIONID TOP OF PAVEMENT 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 0.80' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE ® 80' WIDE PACIFIC GAS & ELECTRIC 00. TOWER LINE EASEMENT PER O VERTICAL CURVE GB GRADE BREAK 1 TAPER NUMBER -SEE TABLE COMPACTED TO 95% RELATIVE DENSITY PER C.O.& STD. ST -9. © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER BK. 1496, PO 429 AND BK. 5177, PG 2250 BOTH O.R. P.O.C. PONT TI WRVS R/W RIGHT -Or -WA BREAK ❑U STORM DRAIN JUNCTOM BOX - REFER TO SEWER & SICRRM DRAIN PLANS O PJL PROPERTY LINE A.P. ANGLE PONT CONSTRUCT TYPE '9 CATCH BASIN WTIH 3.5' OPENING PER 4. SNOW ROAD -PAVEMENT TO 1. 0.4O TYPE "A" A.C. OVER 0 N07 USED 16.5 WIDE CHEVRON PIPELINE W. PIPELINE ® PG. 1 0 AND SK. 6877, PG. i9 9 BOTH O.R.EASEMENT PER SK. (TO BE RELOCATED). 71, SCALE: 1" = 50' C.O.B. STD. D-14, UNLESS NOTED OTHERWISE 4 --UTILITY., SIZE COM AGGREGATE BAS OVER 9.20' ITV PRC. O.G.O. T ®�STRUCT SINGLE FAMILY RESDENTIAL DRIVE APPROACH PER GO.B. SID. DET ON SHIFET 7. E.P. EDGE O PAVEMENT C G CURB AND OTTER COMPACTED 70 957 RELATIVE DENSITY PER C.O.B. SIO. ST -9. 50' 25' O' 50' 100' J 4"W UTurr: ® 10' CODE PACIFIC ASE ENT 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 -DRAM /� PAINT 2 YD. UNE USING TFERMO'4 ASTIC PAINT PER CALTRANS STANDARD SPECIFICATION COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. G -GAS IRR-IRRIGA710N 5. COFFEE ROAD - PAVEMENT OVER 70 BE 0.45' TYPE °A.C. OVER L/ PIN-02A11CY0. EXISTING SURVEY MONUMENT ® SEWER MANHOLE - REFER SEWER &STORM DRAIN PLANS S_SEI 1.35' AGGREGATE BASE OVER 0.70' COMPACTED O.G.QTO BE Q A 30' 'WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER + FURNISH & INSTALL STREET SIGN PER C.O.B. SID. T-1. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. COMPACTED TO 95% RELATIVE DENSITY PER GO.& STD. ST -9. 10 EXISTING UTILITY POE TO BE RELOCATED, VOLUME 29, PG. 104 OF THE MINUTE BOOKS (CO. R0. 719) + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD, T-7. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W%3' PANGS 6. ALL CATCH BASINS TO BE TYPE *A' WITH 3.5' OPENINGS PER 91 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. SED ST-5(COLLECTOR/ARTERIAL) C000216099245,TYOFKERSQRLD STREET RIGHT-OF-WAY PER DOC. NO. PER C.O.B. SID. ON SHEET 7 . C.O.B. STO. D-14, UNLESS NOTED OTHERWISE. a FUTURE TWE "M" CURB PER C.O.B. STD. DEL ST -2 i -® FURNISH &INSTAL'. STREET UGIT -58W LUMEN PER C.O.B. TRACT BOUNDARY 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. 1v3 N4IdISH & INSTALL CHANNElIIERS AND SIGNS PER C.O.B. STD. DIET T-29. ® CITY O BAKER F ELD STREET RSGiT-OF-WAY PER DOC: NO. STD. ST -23 AND SPECIAL PROVISION 7-88-10. _ ®'" _ ®®� `� COORDINATE APPLICATION OF RELOCATION WITH CITY. O -®- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. SID. � � -- � -� �- PHASE BOUNDARY 94 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 VAIN OJ4-3 MARKER AT THE PHA NO. 000217112425, O.R. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - � - - -- -- CENTERLINE CONSTRUCTEDUNCIA WITHIN RE SIMULTANEOUSLY. IF ADJACENT AND SALVAGE THE ib. FURNISH & INSTALL INTERCONNECT CONDUIT & PUL BOXES PER COS. STD. DET T-33 & © CITY OF BAKERSFlELD FLOWAGE &DRAINAGE EASEMENT PER DOG NO. EDGE O PAVEMENT SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 00021709446, O.R. 3 is INTERCONNECT CONDUIT O INSTALL TYPE Til BARRICADE PER OFfST I STANDARD PLAN A73C WITH CONSTRUED SIGN AND ® b 46 tkA4-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT COISIRUCTED PRIOt TO CITY OF BAKERSFlEID IRREVOCABLE OFFER OF STREET DEDICATION PER KIlOCal W� WI18I;�5 lJP.l®w. THE IMPROVEMENTS SHOWN HEREIN. DOG NO. 217153620, O.R. Call before®U dig. 9 FURNISH & INSTALL TEMPORARY INLET STRUCTURE, DETAIL ON SHEET 7 WITH CONSTRUCTION OF y g PHASE 2 & REMOVE WITH PHASE 3 CONSTRUCTION. --- t8 PSTALL �CBARRICADE PER trSN�NPLAN SR WIN OFtDJ ASE/TRBOUNDARY. REM &ALVGETHTHECONUCTIkCEPSE 11.1-6968 Ph 1 - 10 v i �. � TRACT BOUNDARY ® 1 LI 44 (-Ij J� } m l I\ W ®KULL t3Jw of u L1. o0 wm ma U V1' C1 W v < f2l STA 9+27 . 75 F I TYP 2 ( RADIUS I I DELTA C1 I I 20.1X1' I I r II r rr�r��r 35.00' 27AS 14.29' 442455' C3 42.00' 197.06' 42.87' 268'49'50' m 408 a _ 4 F�a 412 412 1 PROPO4E4 SOtiTH F INE OWtj_ o 1 I I Y 1 i�g � I Km I h 1 4 N y 6 4101 I Q+ + �I 26 25 + N 24 86 23 qt 1 �I - , 2/W <I QI mi .a rnl - F ml < ml 408 yl Y ml a j '. S-4.26%$ n I i 1 1 I i i J i 1 i � PER 3 1 4 I 5 i 6 7 mw 8 9 10 11 c 12 p R J I I I I �t I I I ! of i S U {� Nm [ ++ rnNl_- V "_{ LL 41 LLI LL "I LL wl wi "1 `�I LL wl l,LL O O � r ma �Y9ryf 0 N K 0 de�l_ 0 r v p (¢ a I4w W W Z Z ® W < < W o s(� ®CC a: _ ® ®LL LL ® V J cS ~ O ®z W = ~ W < J t- G ..61.38' ]--13+00 ~ W - -- - -- - 11+00 - _ --_ _ 0 12++00- - - 13+9U S89 V29"E 6 14+00 - - - 15+00 - - - -16+00 C2 2 (TYP.)8 ¢ pv333836'! ml32m_l w�3140 39 37 36 X35 34 K" q 42 n41 a% of aN J� i m rnl F ml F rn1 yl ami a ml a ml ¢ ml (d yl �" opm Yl�^ YIN ✓IM I m i ! ! m i � i � I � ! F I N ! � NN i 4�� PHA, r zf R/W CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.42' 20.1X1' 901X7170" C2 35.00' 27AS 14.29' 442455' C3 42.00' 197.06' 42.87' 268'49'50' IDENTICAL POINTS 418 416 NORTHGLEN WAY __ _-- _ . _ 418 SEE SHEET 11 ` 414 F- I 416 412 (XidUNDD A GL EXISTING 414 - C.L, TO 21+37.83 C,L, - - - I> - Iw __..__ 414 1" = m 408 a _ 4 F�a 412 412 1 PROPO4E4 SOtiTH F INE OWtj_ o 1 m , N Y 1 i�g � g Km WI h 1 4 N y 6 4101 I Q+ + �I 26 25 + N 24 86 23 qt 1 �I - , al <I QI mi .a rnl - F ml < ml 408 yl Y ml a j '. S-4.26%$ I 406 __PROCQS51HORDl - 10+00 418 NORTHGLEN WAY 416 416 418 SEE SHEET 11 ` 414 F- I 416 412 (XidUNDD A GL EXISTING - C.L, TO 21+37.83 C,L, 410 50' HORIZONTAL __..__ 414 1" = m 408 a _ 404 - 402 NORTHGLEN WAY SEE SHEET 11 II I I 1 R i N I FHAS'E 5 FHAE 1 ! I I I I r i-5 1 I Is J I I f I I I I i �.I 5 i�13 i 14 ! 15 i 16 I 17 ! 18 i 1s i 3 �.3 Fl�i-v- [S iJ.' :w�' �I �I JI �I x-11 >v pi W mN QNj KM QVjo QVj Quj Q9 Iv 1 m o�3'y dl s} o� 3+rpl W+ v,l 3}0l 3} v') 3+mlq� T-7-�RJV' i c1 ait S•s M, 1 I t_-_�_ ,�_ 17+00 78+00 dl 79+OD /"l r.5�89'1129`e: 476.45'20 __. 1 21+00^ I I I I iI r' 1 ��r 3 ILII X11 1111 W1 22 x - - NORTHGLEN WAY -- - 416 418 SEE SHEET 11 ` - I 416 r -- (XidUNDD A GL EXISTING 17 C.L, TO 21+37.83 C,L, SCALE: 1" = 50' HORIZONTAL __..__ 414 1" = 5' VERTICAL _3�0.25�G 4 F�a ' - ICY, I 412 1 PROPO4E4 SOtiTH F INE OWtj_ o 1 m , , I !IX9A1E-*SING_{ __... i�g � g Km I K V p� 1 + 29I 2$ +m w+ 27 �I Q+ + �I 26 25 NI + N 24 86 23 qt 1 �I - al <I QI mi .a rnl - F ml < ml r ml yl Y ml a j Wpm __PROCQS51HORDl a� I i < I I i I I mw s' 1` 1 �t S U {� Nm [ j * f 0 W1 22 x - - NORTHGLEN WAY -- - 416 418 SEE SHEET 11 ` - I 416 r -- (XidUNDD A GL EXISTING STA. 10+00.00 C.L, TO 21+37.83 C,L, SCALE: 1" = 50' HORIZONTAL __..__ 414 1" = 5' VERTICAL _3�0.25�G 4 F�a ' - ICY, I 412 1 PROPO4E4 SOtiTH F INE OWtj_ o 1 m , , I !IX9A1E-*SING_{ __... i�g � g 410 I � m 1 e f - - - + 408 _ - - 1 W Ed + 1 m �'KEd ,•._ __.__! _. :_... APPROXMATE EXIMG - _. .- ---------��----- -- GRGUNDC.L. A C. - z0l a J 1 f-.- __--..- __-_. -".-. Wpm __PROCQS51HORDl W1 22 x - - PRCPDSED NO!(TN FLONt9lE -- - 416 418 - ` - - 416 r -- (XidUNDD A GL EXISTING ._APPROMMAIE EXISTING_._ t - - 412 __..__ 414 � _ _ - _� - - = FF _3�0.25�G 4 F�a ' - ICY, I 412 1 PROPO4E4 SOtiTH F INE OWtj_ o 1 m , , I !IX9A1E-*SING_{ __... i�g p y- o N 1 410 17+00 18+00 19+00 20+00 1 - - f - - - + 408 flM PRCPDSED NO!(TN FLONt9lE " '+ 416 ` ll _I r -- (XidUNDD A GL EXISTING ._APPROMMAIE EXISTING_._ t - - 412 - - I � _ _ - _� - - = FF _3�0.25�G 4 �- 5 z PROPMEO SQU'EHAOWIJNE z PROPO4E4 SOtiTH F INE OWtj_ . - -_ .. _ gg777 __.-. 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 O - - - + _ - - - - --- - � _ - z0l a J Wpm flM s 416 ll _I r -- (XidUNDD A GL EXISTING ._APPROMMAIE EXISTING_._ t - - 412 - - I � _ _ - _� - - = '� T _3�0.25�G 4 �- 5 408 PROPMEO SQU'EHAOWIJNE z PROPO4E4 SOtiTH F INE OWtj_ . - -_ .. _ gg777 __.-. flM -f 404 I ! L -- 402 TRACT BOUNDARY (. I z W I i I I 'o 1 I W I 1 I W I Q I 1 LLJ I � 1 I 400 --- r --i - J -- -� - _- � - -- - - - I __ I - I 400 398 - -- - - - - - --- - -i-- _. - i --- I- -- 398 _ 1 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 22+00 1 EGL ENQ' LEGEND CONT. LEGEND (CONT,): CONSTRUCTION NOTES:. EASEMENT LEGEND ABBREVIATIONS R1 -i FURNISH & INSTALL TRAFFlG SIGNS PER C.O.B. STD. T-19: �Cilai -�- 721-1" - STOP t. TEE SEWER AND STORM DRAIN PLANK FOR STORM GRAIN AND ® CONSTRUCT TYPE 'B" CURB &GUTTER PER C.O.B. STD ST -1 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF FL fLOWIINE FOVC POINT ON VERTICAL CURVE 'R6 -i" _ONE WAY °55-2° -END SCHOOL ZONE _ _ A SECTION DESIGNATION SEWER DETAILS. KERN COUNTY LAND CO. FILED MAY 2, 1894 CL CENTERLINE BVC BEGIN VERTICAL CURVE W37 CA " - END 2 CONSTRUCT 4.5' (LOCAL STREETS)COMBNATION SIDEWALK PER C.O.B. STD DET. ON SHEET 14. "RS -t" - OO NOT ENTER " ( ) ® 50' WIDE PACIFIC GAS &ELECTRIC CO. TONER LINE EASEMENT PER ELEV ELEVATION EVC END VERTICAL INT CURVE °R236(CA' - NO PARKING ANYTIME V4-1' - DEAD END ON IS SMHEREHM 2 2 LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER INSTALLSTREET. SKIN PER C.O.S. STANDARD DETAA T -t. BK. 6791 PG. 1057 O.R. APPROX. LOCATION 'W74 -Y - NO OUTLET SECTION Is MBE LOCAL STREET STREETS $LEETS TABLE TY E "ET 7. Au Q ( ) BEGIN CURB RETURN POINT OF R BECKON B.C.R.PI TER 'R3 -5R - RIGHT TURN ONLY E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE °R4 -i - KEEP RIGHT "R81(CA}" - BIKE LANE iv CURVE NUMBER FOR CURVE DESCRIPTION AC. FOR LOCAL STREETS STREETS TO BE TYPE "9". ® CONSTRUCT HANDICAP RAMP PER CALD2ANS STANDARD PLAN R.S.P. ARBA, 2002 CASE "A' © 50' MADE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS (� iTQA OF MORK -SEE SCHEDULE 3. ETCNhRT ROAD - PAVEMENT TO BE 0.30' TVP€ "A" AC. OVER 0 CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. BK. 1496, PG. 429 AND BK. 5177, PG 2250 BOTH O.R. SCALE: 1" = 50' EC ENO CURVE TO TOP OF CURB "' 0.80' AGGREGATE BASE OVER 0.50' COMPACTED O.G TO BE 80' WADE PACIFIC GAS & ELECTRIC 00. TOWER LINE EASEMENT PER 50' 25' O' 50' 100' PIVC POINT TI AL CURVE TION TF TOPE PAVEMENT STORM DRAIN MANHOLE - REFER TO SEWER & R & S DRAIN PLANS O [ 4 6 VERTICAL CURVE GB GRADE BREAK ® STORM GRAIN ,TINCTION BOX - REFER TO SEWER & STORM DRAIN PLANS i TAPER NUMBER -SEE TABLE COMPACTED TO 95D RELATIVE OENSTYP.R C.O.B. SID. ST -9. © SAWWT EXISTING E.P. PER RESPECTIVE STREET BECKON OR AS DIRECTED BY ENGINEER. BK. 1496, PG. 429 AND BK. 5777, PG. 2250 BOTH O.R. P.O.C. PONT ON CURVE R/W RIGHT -OF -WAX 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.G.OVER t7 NOT USED © 16.5' WADE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PA PROPERTY UNE A.P. ANGLE PONT CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5' OPENING PERO.W PG. 190 AND BK. 6877, PG. 1119 80TH O.R. (TO BE RELOCATED). C.0.8. STD. 0-t4, UNLESS NOTED ODffRW16E /` -PIPE SIZE COM AGGREGATE TEDTO9 BARE RELATIVE 7.20' COMPACTED C.O.B.S TO BE g CONSTRUCT SNGiE FAMILY RESDENRAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 7. E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER q'W UDUry: COMPACTED TO 95% REUDb£ DENSITY PER B. 570. ST -9. O 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY ® FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SID. ST -13. --' -_S SEWER - REFER TO SEWER & STORM DRAIN PLANS 6 WASTER {RR -IRRIGATION 5. COFFEE ROAD - PAVEMENT TO BE 0.45' TYPE 'A' A.C. OVER O PTMO2ALKYD T UNE USING THERMOPLASTIC PAINT PER CAl1RANS STANDARD S'EgFlCADCM ® COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. EXISTING SURVEY MONUMENT SEWER MANHOLE -REFER SEWER & SiDRM DRAIN PIANS. S -SEWER 1.35° AGGREGATE BASE OVER 0.70' COMPACTED O.G. 70 BE a VOLUMWIDE E 29, PGN 04 OF 'ME MINUTE HIGHWAY EASEMENT FURNISH & INSTALL STREET SIGN PER C.03. STD. T-1. SEWER CLEANOUT - REFER TO SEWER & SMRM DRAIN PLANS. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SID. ST -9. 70 EXISTING URUIY POLE TO BE RELOCATED. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINDS 6. ALL CATCH BASINS TO BE TYPE 'A" WITH 3.5' OPENINGS PER 91 CONSTRUCT 5.5' COMBINATION' SIDEWALK PER C.O.B. STD ST-5(COILECTOR/ARTERIAL) ® CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOG NO. '( FURNISH &INSTALL METRO STREET SIGN PER C.OD. S'0). T -i. PER C.OR STD. ON SHEET 7 . C.0.8. STD. D-14, UNLESS NOTED OTHERWISE.000216099245. O.R, 42 FUTURE TYPE 'M" CURB PER C.O.B. STD. DET. ST -2 'o- 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 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. SID. DET. T-29. 000217112424. O.R. y p,, -�- FURNISH & INSTALL STREET UGHT-9500 WHEN PER C.O.B. STD. .. -- PHASE BOUNDARY 74 PROPOSED 30' IRRIGATION UNE PER SEPARATE PLAN. ® 20' WIDE CITY OF 13AKERSRELD PUBLIC ACCESS EASEMENT PER DOG. 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. CAI I before OU d( - EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - CENTERLINE BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT 75 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & g 'b EDGE OF PAVEMENT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE THE O T-34. ® CITY OF BAKERSFIETD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. Ic INTERCONNECT CONDUIT SIGN WITH CONSTRUCTION ADJACENT PHASE INSTALL TYPE IT BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31rrCAjj SIGN AND 000277010446, O.R. 96 THE IMPROVEMENTS SHOWN 7264HERE�STE IMPROVEMENTS ARE NOT CONSTRUC1kb CRIOR TO © D� OF NO.BAKE S�ELD IR20, REVOCABLE OFFER OF STREET DEDICATION PER 1.1-6968 Ph 1 - 10 CITY RECORDS NO: C s 416 r -- - 414 t - - 412 m I 1 410 - _..._ 408 -f 404 I ! L -- 402 TRACT BOUNDARY (. I z W I i I I 'o 1 I W I 1 I W I Q I 1 LLJ I � 1 I 400 --- r --i - J -- -� - _- � - -- - - - I __ I - I 400 398 - -- - - - - - --- - -i-- _. - i --- I- -- 398 _ 1 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 22+00 1 EGL ENQ' LEGEND CONT. LEGEND (CONT,): CONSTRUCTION NOTES:. EASEMENT LEGEND ABBREVIATIONS R1 -i FURNISH & INSTALL TRAFFlG SIGNS PER C.O.B. STD. T-19: �Cilai -�- 721-1" - STOP t. TEE SEWER AND STORM DRAIN PLANK FOR STORM GRAIN AND ® CONSTRUCT TYPE 'B" CURB &GUTTER PER C.O.B. STD ST -1 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF FL fLOWIINE FOVC POINT ON VERTICAL CURVE 'R6 -i" _ONE WAY °55-2° -END SCHOOL ZONE _ _ A SECTION DESIGNATION SEWER DETAILS. KERN COUNTY LAND CO. FILED MAY 2, 1894 CL CENTERLINE BVC BEGIN VERTICAL CURVE W37 CA " - END 2 CONSTRUCT 4.5' (LOCAL STREETS)COMBNATION SIDEWALK PER C.O.B. STD DET. ON SHEET 14. "RS -t" - OO NOT ENTER " ( ) ® 50' WIDE PACIFIC GAS &ELECTRIC CO. TONER LINE EASEMENT PER ELEV ELEVATION EVC END VERTICAL INT CURVE °R236(CA' - NO PARKING ANYTIME V4-1' - DEAD END ON IS SMHEREHM 2 2 LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER INSTALLSTREET. SKIN PER C.O.S. STANDARD DETAA T -t. BK. 6791 PG. 1057 O.R. APPROX. LOCATION 'W74 -Y - NO OUTLET SECTION Is MBE LOCAL STREET STREETS $LEETS TABLE TY E "ET 7. Au Q ( ) BEGIN CURB RETURN POINT OF R BECKON B.C.R.PI TER 'R3 -5R - RIGHT TURN ONLY E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE °R4 -i - KEEP RIGHT "R81(CA}" - BIKE LANE iv CURVE NUMBER FOR CURVE DESCRIPTION AC. FOR LOCAL STREETS STREETS TO BE TYPE "9". ® CONSTRUCT HANDICAP RAMP PER CALD2ANS STANDARD PLAN R.S.P. ARBA, 2002 CASE "A' © 50' MADE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS (� iTQA OF MORK -SEE SCHEDULE 3. ETCNhRT ROAD - PAVEMENT TO BE 0.30' TVP€ "A" AC. OVER 0 CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. BK. 1496, PG. 429 AND BK. 5177, PG 2250 BOTH O.R. SCALE: 1" = 50' EC ENO CURVE TO TOP OF CURB "' 0.80' AGGREGATE BASE OVER 0.50' COMPACTED O.G TO BE 80' WADE PACIFIC GAS & ELECTRIC 00. TOWER LINE EASEMENT PER 50' 25' O' 50' 100' PIVC POINT TI AL CURVE TION TF TOPE PAVEMENT STORM DRAIN MANHOLE - REFER TO SEWER & R & S DRAIN PLANS O [ 4 6 VERTICAL CURVE GB GRADE BREAK ® STORM GRAIN ,TINCTION BOX - REFER TO SEWER & STORM DRAIN PLANS i TAPER NUMBER -SEE TABLE COMPACTED TO 95D RELATIVE OENSTYP.R C.O.B. SID. ST -9. © SAWWT EXISTING E.P. PER RESPECTIVE STREET BECKON OR AS DIRECTED BY ENGINEER. BK. 1496, PG. 429 AND BK. 5777, PG. 2250 BOTH O.R. P.O.C. PONT ON CURVE R/W RIGHT -OF -WAX 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.G.OVER t7 NOT USED © 16.5' WADE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PA PROPERTY UNE A.P. ANGLE PONT CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5' OPENING PERO.W PG. 190 AND BK. 6877, PG. 1119 80TH O.R. (TO BE RELOCATED). C.0.8. STD. 0-t4, UNLESS NOTED ODffRW16E /` -PIPE SIZE COM AGGREGATE TEDTO9 BARE RELATIVE 7.20' COMPACTED C.O.B.S TO BE g CONSTRUCT SNGiE FAMILY RESDENRAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 7. E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER q'W UDUry: COMPACTED TO 95% REUDb£ DENSITY PER B. 570. ST -9. O 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY ® FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SID. ST -13. --' -_S SEWER - REFER TO SEWER & STORM DRAIN PLANS 6 WASTER {RR -IRRIGATION 5. COFFEE ROAD - PAVEMENT TO BE 0.45' TYPE 'A' A.C. OVER O PTMO2ALKYD T UNE USING THERMOPLASTIC PAINT PER CAl1RANS STANDARD S'EgFlCADCM ® COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. EXISTING SURVEY MONUMENT SEWER MANHOLE -REFER SEWER & SiDRM DRAIN PIANS. S -SEWER 1.35° AGGREGATE BASE OVER 0.70' COMPACTED O.G. 70 BE a VOLUMWIDE E 29, PGN 04 OF 'ME MINUTE HIGHWAY EASEMENT FURNISH & INSTALL STREET SIGN PER C.03. STD. T-1. SEWER CLEANOUT - REFER TO SEWER & SMRM DRAIN PLANS. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SID. ST -9. 70 EXISTING URUIY POLE TO BE RELOCATED. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINDS 6. ALL CATCH BASINS TO BE TYPE 'A" WITH 3.5' OPENINGS PER 91 CONSTRUCT 5.5' COMBINATION' SIDEWALK PER C.O.B. STD ST-5(COILECTOR/ARTERIAL) ® CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOG NO. '( FURNISH &INSTALL METRO STREET SIGN PER C.OD. S'0). T -i. PER C.OR STD. ON SHEET 7 . C.0.8. STD. D-14, UNLESS NOTED OTHERWISE.000216099245. O.R, 42 FUTURE TYPE 'M" CURB PER C.O.B. STD. DET. ST -2 'o- 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 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. SID. DET. T-29. 000217112424. O.R. y p,, -�- FURNISH & INSTALL STREET UGHT-9500 WHEN PER C.O.B. STD. .. -- PHASE BOUNDARY 74 PROPOSED 30' IRRIGATION UNE PER SEPARATE PLAN. ® 20' WIDE CITY OF 13AKERSRELD PUBLIC ACCESS EASEMENT PER DOG. 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. CAI I before OU d( - EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - CENTERLINE BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT 75 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & g 'b EDGE OF PAVEMENT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE THE O T-34. ® CITY OF BAKERSFIETD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. Ic INTERCONNECT CONDUIT SIGN WITH CONSTRUCTION ADJACENT PHASE INSTALL TYPE IT BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31rrCAjj SIGN AND 000277010446, O.R. 96 THE IMPROVEMENTS SHOWN 7264HERE�STE IMPROVEMENTS ARE NOT CONSTRUC1kb CRIOR TO © D� OF NO.BAKE S�ELD IR20, REVOCABLE OFFER OF STREET DEDICATION PER 1.1-6968 Ph 1 - 10 CITY RECORDS NO: C s m N t^ z z V w z qqmk.. moll O M M � - z0l a J Wpm < G s' 1` 1 �t S U {� > j * f 0 } 0 N K 0 0 r v p Z a I4w W W Z Z ® W < < W o s(� ®CC a: _ ® ®LL LL ® V J cS ~ O ®z W = ~ W < J t- G `d i WMM W W LL 0 M G din O W U > Q L� f— LLJ ::D I--- LL TRACT STA 9+27.76, F.L. ------------------ CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CI 20.00' 31.42' 20.00' 90'00'OD° C2 35.00' 27.13' 14.29' 4424'55° —C3 ---4200' --- -- 197.06'— -. 42.87' -- - 268.49-V IDENTICAL POINTS I PHASE 6 I RANGLEY WAY SEE yyySHEET 11 RED SEE SHEET 17 1 VmA STA. 10+00.00 C.L. TO 21+36.31 C.L. SCALE: 1" = 50` HORIZONTAL 1" = 5' VERTICAL 416 T_ N F_. - - -- _ - - -- - -- m -- ^- 16 mo 414 - o t# - - --- - -- -- -- — >-- 414 o 412 aa+d _--. '~ \mo22 _------- -LLJ� 412 APPROXIMATE EXISTING ("GROUND h 410410� me406 APPRBXWp£EX SING- p 406 d a_ ui ai -GROUND O UL f 406 --', L 31;42'~ L=31.42' 1 5%- 406 5=-025% 0.25E 404 - - - s-o:gi%--max -- ' --- i - f � S -J.2 � - - _ i 404 �__ ._. ._._. __._ Wn vo __ � W ____-SR--0258 - - -_. PROPOSED NOW _. ._-_ __ -_____ , _ 402 1 _ - PjroPoD uo9n FLevA NE- 3 M Q W >> oA _. B o MINE - - --- --- -- , 402 r m , ___- � 5-0258 _ __ ___ 400 'I i 400 �Id I 398 398 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 22+0O;2 -i- ,, 416 r- - - - _ - - --- 416 414 i`rNa ED<�� C� �Wo®Mf I 414 s s 412?3 412 W r.._ - . J-..- _._ .. ` .,, Z APPR XIMATE PT�AVSTING w w c5 410 ''..._ . - - ---_ r -._ wm a, - _.j-- N __ --_ $ t-_- - GROIR�D OGL_r _ _ W qq Jm �'J_ __ 10 H v'.iA o W o T .-g- fi. 4 J// - _YI!- +,._-_ .7 CD U ¢ L. Vii. _ __. L _. +_. ' APPROXIMATE EXISTING-_ '. W,g . A..._ . -. _. m m w W vii ¢ g Y" _ _ _ -,- _ _ _ - i _____ L,.� .� o -.. -,�' 406-'J..' = ', GROUND O G.L '.,.a - - _ .T � - - _ .__- . _... i. ''. m 406 406 406 S --0.26X =0.25% 50.25% S= 05% O.76X404 S-_0.24% a -- 404 5=-02%9 PROPOSES SOUTH TimmQ2 PROPOSSID-SOUTHfLOWNE - - - 402 400 1--- 400 398 398 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 22+mIXe.F/-2± .LEGEND: LEGEND (CONT. GENE (QQUL): NOTES: CONSTRUCTION NOTES: EASEMENT LEGEND ABBREVIATIONS RI -I -�- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.S. STD. T-19: Rt -i - STOP `W31(C SECTION LEITER--- A t. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN FIND Q CONSTRUCT TYPE "B" CURB & GUTTER PER CO.B. S'@ ST -9 Q HIGHWAY PER SALES MAP � LANDS OF 30' 4NCO FL Fl.OWLINE POVC PONT CURVE "RB -1° - ONE WAY - END SCHOOL ZONE 'W39 _ _ -- BECTON DESIGNATION SEINER GETAI(S. 2 CONSTRUCT 4.5' (LOCAL SIREETS)ONdBINATON SIDEWALK PER C.O.B.STD DET. ON SHEET 14. KERN COUNTY LAND CO. FILED MAY 2, 4894 COUNTY L LED MAY CL VE TICAL CU CENTERLINE SVC BEGIN VERTICAL CURVE its6(C - DO NOT ENTER ( CA)' -END 2 EVC END VERTICAL CURVE ft CAT' - NO PARKING ANYONE -I" - DEAD ENO " `� MORE 2 LOCAL STREETS - PAVEMENT TION LOCALTABU STREETS TO !3E PER 3 � r INSTALL STREET SIGN PER C.O.B. STANDARD RETML d-1. 2 Q 5O NDE PACIFIC GAS &ELECTRIC CO. TOWER LINE EASEMENT PER BK. 6191, PG 1057 O.R. (APPROX. LOCATION) B.C.R.REVELEVATION BEGIN CURB RETURN PI POINT OF ,W14 r - NO OUTLET "R3 -5R - RIGHT TURN ONLY O%UTNIS SECTION 19 grow LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL EGA E.C.R. END CURB RETURN PRC POINT OF REI4RSE CURVATURE REVERSE CUR Ral(cA "84-7' - KEEP RIGHT "R81(CA)` - 81KE LANE � CURVE NUMBER FOR CURVE DESCRIPTION A.C. FOR LOCAL STREETS STREETS TO 8E TYPE V. ® CONSTRUCT HANDICAP RAMP PER CAtTRANS STANDARD PUN R.S.P. A88A, 2002 CASE °A° 50' NDE PACIFIC GAS & ELECTRIC CO, TOWER UNE EASEMENT PER BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE -- o STORM DRAM - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK -SEE SCHEDULE 3. r ETCNAR ROAD - PAVEMENT TO BE 0.30' TYPE "A° A.C. OVER 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 o STORM DRAM MANHOLE - REFER TO SEWER & STORM DRAIN PANS j DART AGGREGATE BASE OVER 0.50' COMPACTED O.G.TDTO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. S. ST -9. © SANCUT EXISTING E.P. PER RESPECTIVE STREET SECRON OR AS DIRECTED BY ENGINEER. ®80- MADE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. { TAPER NUMBER - SEE TABLE OF VERTICAL CURVE GB GRADE BREAK Q1 STORM GRAM JUNCTION BOX - REFER TO SEWER & STORM DRAM PLANS �� P.O.C. POINT ON CURVE R/W RICHT-OF-WAY 'A" L SNOW ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER O NOT USED ® 16.5' WIDE CHEVRON PIPEIJNE CO. PIPELINE EASEMENT PER SK. 2271, P/L PROPERTY LINE AP, ANGLE PONT CONSTRUCT TYPE CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-94, UNLESS NOTED OTHERWISE. {— PIPE SIZE 0.85' AGGREGATE BASE OVER 1.20' COMPACTED O.G. TO BE CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 7. PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). E.P. EDGE OF PAVEMENT C G CURB AND GUTTER / 4 W UTU'fY; COMPACTED TO 458 RELATIVE DENSITY PER C.O.B. STD. ST -9. 10' NDE PAOFlC 'TELEPHONE AND TELEGRAPH COMPANY (i FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. --- - _�S SEWER - REFER TO SEWER & STORM GRAM WRNS R 5. COFFEE ROAD -PAVEMENT TO BE 0.45' TYPO °A° A.C. OVER OO PAINT27 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-WADGAS IRR -IRRIGATION S -SEWER 1.35' AGGREGATE BASE OVER 0.70' COMPACTED O.G. TO BE PRN A 30' WADE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER �1_ FURNISH & INSTALL STREET SIGN PER C.O.S. SDG. T -i. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. COMPACTED TO 95% RELATIVE DENSITY PER CAR STD. ST -9, t0 EXISTING UTILITY POLE TO BE RELOCATED. VOLUME 29, PG. 104 OF THE MINUTE BOOKS. (00. RD. 719) T CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS & ALL CATCH BASINS TO BE TWE `A' WITH 3.5° OPENINGS PER t9 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(GOLLECTOR/ARTERIAL) ® CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. + FURNISH &INSTALL METRO BEREFT SIGN PER C.O.B. STD. T-7. 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 UGNi-58W LUMEN PER GO.B. 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. 0 OFB4STREET RIGHT -IIF -WAY PER DOC. NO. STD. 5T-23 AND SPECIAL PROVISION 7-86-10. -" _ ® TRACT BOUNDARY COORDINATE APPUCARON OF RELOCATION NTH CITY 13 FURNISH &INSTALL CHAd'NNELIff1iS AND SIGNS PER C.O.B. STD. DET. T-29. 000217112424, O.R O.R.D -®- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. PHASE BOUNDARY t4 PROPOSED 30' IRRIGATION LINE PER SEPARATE PLAN. A 20' NDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC, ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. & INSTALL W-31(CA) SIGN NTN CM4 3 MARKER AT THE PHASE NO. 000217112425, Q.R. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS _ _ CENTERMNE BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT FURNISH & INSTALL INTERCONNECT CONDUIT & PULL. BOXES PER C.O.B. STD. DET. T-33 & "M EDGE OF PAVEMENT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE 19 T-34. A CITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. SIGN WITH CONSTRUCTION OF ADJACENT PHASE X217010446, O.R. is INTERCONNECT CONDUIT 18 Q INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A730 NTH W-31(CA1 SIGN AND OM4-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT CONSTRUC PRIOR TO CITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER THE IMPROVEMENTS SHOWN HEREIN. DOC. NO. 217153620, O.R. SCALE: 1" = 50' 50' 25' 0' 50' 100' Know what's below. Call before you dig. RANGLEY WAY SEE SHEET 11 , I !! 1 I I r 9S I I 1 I I I 1 I R,W\I I i R/W it - .., .,",. .-xrs^o p"°'---xs:}�, >. ..._ ��-....-. •.,. -,.{I,-.,-,. ...��'- ... ,..... 1... ........ (.+,.. .._ r:., 1_.,.. 'e? -r-.__ i.. _'u�_ ! '.-_ _,.Y--.....,j_-.W_..-..s>: 1 ..... .. -+ 1 -...!._ .. .__. r :n •xr-,1r.-'+�+.. .,».. "'fw-'hn-�..:--?'7--=`r--a•"."_�'_"'?-_..:. ., .�A._._._ m-tom^-;xm+.•-'k;».-.._. 11 ! i I i I I I 1 I I I I PHABr 6� 1 I J tI �; 1' 2 1 ! 4TRACT 0 5 JII 6 8 9 $ I 810 W..�: 11-fIl 14 15 16 17 �II 18 II 39 1 o�2 7 5'. LL �+ Im1 � aYryLL21 BOUNDARY � 2 2 Is J9I i 1�"'{y• I 1 3 O ,y,+ NN[)LL 1 w tJ tits 1 I 1 or >m-+ ,'__ -! -,`,°�+ri•i `md:' s- - 3'1�G :I0�U+)_ 0y+._ 11 Ya3'a�0~!+n; __.. "ON+_ s1i 1t Ya3'Oma-r_ LLPa+_ II >a3'I frns•a+- Nudmis1I> '�»n>+ nim,Wp"+.-, �0•¢�r^>'I14t '¢o0 iIi1 �c�i1II'„;•' 1+¢im I ++ �3 ml y a! I + y wQ F• + R�� a- ` R/W a ?d 177 7 -Is 7A - J C3 II1(I 0 L-- 8 (TYP.) 7 . .. F.L.8S 6S c 5-- 610F L IS 22+ 00 17S't'9E 638._1 90 0 hS897P29'E 496.38' 13+00 76 +"'+iIii!111 ir GSc�N> 0 n n 2 1 N 8 (T'YP.) 4 hl 2 1 a o 1 D(TYP.) w Lj_ :RTI i. J Y.J G lJi.{ R/Wlr >_i Y� Y� LLI .-...�. }J J .. J:, 4 _ Y ��i- �-_l -i->i� Y Y TALL > T Y J..-, Y• >1� Y 1 t' M `/ R/W ,�>�,�o�' �vvil'IIlIi a �oN ma,¢v.'1IlIIfI �5�,�aoar-' mmy.!IlII!i! a>�"om moIhn '1iIII1 >rs �omr `v0°%ni''I(l1!>¢ �"o' mHtin¢ e`d'm 3 II ��N1II •1II5�g"A{jI- I> , 1 �¢xW�ma3¢�n � rN�n �_ 3-m¢ 3�Iinn.T1EilIIi 3mS'�oo1d-, ��ar¢v_lIIlII �=md�ma^ ,minn.iiiii w_> ���� orn.in-'l1iI1I ��'�.�am��n:uN_n_:;.. . - �oa Of I mN ' to �m rnnri 11llI1II s�>LLo�Id- �3 � I j Nrl' l�rioFd•: i IN 11'I111II:�•sf"lI>7.'tie . 111'I1III1, �OUQ � O¢I t' 42 gy" 0.2 n+m ++ ++ Z 20°0+���� 53 � + a o ��m +��� -�_=ry�24s 31 30 29 28 27a 2634 N 1 32w 40 39 ¢38 37 6 35 22� +1 313 < m dwPHTSo 141 ti im ZlOiJ. <R`L -AJr J RTW oA CUT CURVE TABLE TANGENT DELTA 20-0631.42' 20.00'90GIOUT 911WRADIUSLENGTH 35,00'27.13' 14.29' 4424554200'. 199.55' 40.40' 27213'17" RANGLEY WAY SEE SHEET 11 STA. 10+00.00 C.L. TO 21+34.79 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 420f A - .. - -- -T I- - - -- 20 4181 - --- 1 - 5-418 416 Y- ?---- j - < W S 416 414�_$ 414 •W W W . 412 z< 12 1 I N m » ,o ui j u, APPRUD ®'CL. EXISTING pi t - _ a (n 4 At 410" -- a Q - - $ - - -- _ -�r- - - - 410 OLIN ffff Wn - 1- - 1 al w w �,�G,�,,„ MATE -. < ti .� -_._. -. ( EXISTING_,. .-___ .___- __' --- m•- i" a - 408 : - - N v� 40� %GROUND 0C.L. --- -1- - - 406 s D - 406 I L=3L�2 I _ I 0�T8 5=1.2716 - i PROPOSE)'I _. � I i _. I '�, _�._ ' E 404 --- - --- - w - - - - -- - --- - - - -- rt - r -- -- 404 PROPOSED NORTH FLOWIJNE .r c <! 1 NORTH 1 _ -_ � - -- -'-- -- - a ! � - - -. i --- � -' - � _-= 402 402 -- - . - -- FLIT j- _� � 400 �L 400 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 22+00 IDENTICAL POINTS 420 - - - . - - - - r- - I - -- 420 IDENTICAL j -I j n N 1 a POINTS 418 - - -; - - ,i -- - -- -I -- - 1 418 418 416 -- - --- --- - rc i__ < '._ -9- - n N __., _._ + m _ _ -- ..._ ... > I �'- - �'_- --I-' - _ '' �� i, .-wo 414 � _ - I -'' < -- � - - I - � � � -- - - n S '. 414 W W> W - O o 412 P -fl---_-_- --- --- T -_ �_.-.- _. ,._-.._ _..-_. W aN., a .--_ - + _-- -_- -- _...- - -- APPRO%1MAiE Ef6S7TNG ------ -v'--_-'oF-`------ �,�--'! 412 m ICN a _. o' g w- _. of �+ �p2gRdD OC.L - rov�i--,a - - --1-- 410 Wr - - r --- -- - - W _ �e -- - - - - --, -- 410 - W u _ APPROXIMATE EXISTING ci F - -- 4-08 a N _ . w � I . - - - _m G _ _ � -i-u m-- - -- : -' S=O.ST' - - -i 408 ! �. Sk02 406 406 L 31.42' S=-10.25% S- 0.518 3I y1.277x 404 , L 404 O 4 I PROPOSED SOUTH FIOWUNE C o < 402 402 _ __ _ 400 -- - - - - _ > s �� s! - - -' - - - -- - - - - - - --- - - ---- --- - -' 400 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 22+00 LEGEND: LEGEND TINT.. LEGEND (CONT_.j: CONSTRUCi10N NOTES: EASEMENT LEGEND A RREWIARONS RI'' FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: SECTION LE _ _TOP t SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. SID ST -1 Q 30' WADE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF FL FLOWUNE POVC POINT ON VERTICAL CURVE `RI -SONE WAY 'S5-2" - END SCHOOL ZONE _ _ _ _ _ _ fi SECTION DESIGNATION SEWER DETAILS t KERN COUNTY LAND CO. FILED MAY 2, 1894 CL CENTERLINE BVC BEGIN VERTICAL CURVE "RS -1" - DO NOT ENTER "W31(CA)" - END 2 CONSTRUCT 4.5' (LOCAL STREEiS)COdLWNATION SIDEWALK PER C.O.B. STD DET ON SHEET 14. d OU, WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER ELEV ELEVATION EVC END VERTICAL CURVE "R26(CA)' - NO PARKING ANYTIME 'Wiht` - DEAD END SHEET OHM 2 LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO SE PER /3 INST� STREET SIGN PER C.O.S. STANDARD DETAIL T-1. BK. 6191, PG. 1057 O.R. (APPROX. LOCAmoN) B.C.R. BEGIN CURB RETURN PI PONT O INTERSECTION 'R3 -SR' - RIGHT TURN ONLY *W14-2' - NO OUTLET m mw 6 SHOM1 LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL �J ECR. END CURB RETURN PRC PONT OF REVERSE CURVATURE "RhY - KEEP RIGHT 'R81(CA)' - BIKE LANE CF CURVE NUMBER FOR CURVE DESCRIPTION A.C. FOR LOCAL STREETS STREETS TO BE TYPE "B". Q CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. ARBA, 2002 CASE 'A" © 50 MADE PACIFIC GS & ELECTRIC 00. TOWER UNE EASEMENT PER SC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE -- o - STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ITEM O WORK - SEE SCHEDULE 3. ETCHART ROAD - PAVEMENT TO BE 0.30' TYPE "A" A.C. OVER BK. 1496, PG. 429 AND ON. 5177. PG. 2250 BOTH O.R. EC END CURVE TC TOP OF CURB ® O CONSTRUCT 6' DI -TICK WALL PER WALL CONSTRUCTION PUNS. PIVC PONT OF INTERSECTION TP TOP OF PAVEMENT ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PUNS 0.80' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE ® 8O' WADE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER SCALE.: 1" = 50' O VERTICAL CURVE GB GRADE BREAK 13 STORM DRAIN JUNCTION BOX - REFER TO SEWER & STORM DRAIN PLANS O TAPER NUMBER - SEE TABLE COMPACTED TO 9% RELATIVE DENSITY PER C.O.S. STD. ST -9. © SAWCUT EXISTING. EP. PER RESPECTIVE STREET SECTION OR S DIRECTED BY ENGINEER. BK. 1496, PG 429 AND BK. 5177, PG. 2250 BOTH O.R. 50' 25' 0' 50' 10 P.O.C. PONT ON CURVE R/W RIGHT-OF-WAY 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE 'A' A.C. OVER 0 NOT USED 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, P PROPERTY LINE AP. ANGLE PONT '� CONSTRUCT TYPE 'I CATCH BASIN IMTH 15' OPENING PER PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). EP' C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. /'-PIPE SIZE G.65 AGGREGATE BASE OVER 1 EN TY PER Tm O.G. D. T O CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.OB. STD. DET ON SHEE`i 7. EP. EDGE PAVEMENT C/G CURS AND GUTTER 4'W UDLITY: COMPACTED TO 9S8 RELATIVE DENSITY PER C.O.B. STD. ST -9. 10' WADE PACIFIC TELEPHONE AND TELEGRAPH CgMPANY ® FURNISH & INSTALL SIAMY MONUMENT PER C.O.S. SID. ST -13. s SEWIfli - REFER TO SEWER &STORM DRAIN PLANS G -G SSR IRR -IRRIGATION 5. COFFEE ROAD - PAVEMENT TO BE 045' TYPE 'A' A.C. OVER L/ PAINT 02ALKYD.T TINE USING TNERMOPUSTIC PAINT PER CALTRANS STANDARD SPECIFICATION © COMMUNICATION EASEMENT PER SK. 172, PG. 434 O.R. EXISTING SURVEY MONUMENT ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. S -SEWER 1.35' AGGREGATE BASE COMPACTED TO 8 % RELATIVE DENSITY76 COMPACTED ED O.G. TO BE . STD. ST -9. 10 EXISTING URUT+ POLE TO BE RELOCATED. 8 VOLUME 29, PA 30 WIDE G. UNTY OF KERN C 704 OF THE MINUTE HIGHWAY BOOKS (CD. EME7T PER -t- FURNISH & INSTALL STREET SIGN PER C0.E. SID. T --i. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. -�- FURNISH &INSTALL METRO STREET SIGN PER G0.6 STT. T -i. 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.S. SOD ST-5(COUFCTOR/ARTERIAL) CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. 000216099245, O.R. ��''�s PER C.O.B. STD. ON SHEET 7 . C.O.B. STD. D-14. UNC NOTED OTHERIWSE. Q FUTURE TYPE "EM' CURB PER C.O.B. STD. DET. ST -2 -0'- FURNISH & INSTALL STREET UGIT -5800 LUMEN PER C.O.B. 7. All POWER POLES TO BE RELOCATED UNDERGROUND. CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. STD. ST -23 AND SPECIAL PROIISION 7-86-10. - --' -- ® TRACT BOUNDARY 13 FURNISH & INSTALL CHANNEUZERS AND SIGNS PER C.O.B. STD. DET T-29. 000217112424, O.R. y� COORDINATE APPLICATION O RELOCATION WART CITY. Know Whars below. $- FURNISH & INSTALL SPESTREET VISION 9500 LUMEN PER C.O.B. ISE - - PHASE BOUNDARY 14 PROPOSED 30' IRRIGAIION LINE PER SEPARATE PUN. ® 20 WIDE CITY OF BAKERSFIEI.D PUBLIC ACCESS EASEMENT PER DOC. ST -23 AND SPECIAL PROVISION 7-66-10 UNLESS OTHERWISE NOTED. 8. INSTALL Y NATHAN SIGN WITH OM4-3 CANKER AT THE PHASE NO. 000217112425, O.R. Cali before you dig. .. EXlSTNG STREET LIGHT PER SEPARATE APPROVED STREET PLANS -- - CENTERLINE BOUNDARY WETHIM THE TRACT P ADJACENT PHASE A NOT FURNISH &INSTALL INTERCONNECT CONDUIT &PULL BOXES PER C.O.B. STD. OFT. T-33 8- y 9 €OlE O PAVEMENT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE 75 T-34. A GUY OF BAKERSFIELD FLOWAGE &DRAINAGE EASEMENT PER DOC. N0. e� Ic- INTERCONNECT CONDUIT SIGN 'ETH CONSTRUCTION O ADJACENT PHASE. INSTALL TYPE RI BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31 CAj SIGN AND 000217010446, O.R, 76 THE IMPROVEMENTIF S SHOWN 7264 IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR 10 A CITY. OB2A BAKERSFIELD IRO.REVOCABLE OFFER O- STREET DEDICATION PER 1.1-6968 Ph 1 - 10 CITY RECORDS NO: 31 KOWA STREET I 4 DELTA � 31,42' ILIFF STREET 90YID'00' SEE SHEET 6 Y- I UV Ula: SEE SHEET 8 I _Z 4 <I 8 V 9 - Y - T 11 3 EDI M F w M I U I M m 33 o f"a'dd < Li_i Ltj515 $ 1A I ae�n� ++ 12 - l J'�� IJ c0 31 q N J NP� 20'' dF <dd 30 3�N0 i 4 1 ?F ti AN � U �p O3B L vv ° 32(< FN m 0 ml 31 _ ' I I 4 DELTA � 31,42' I 90YID'00' 0 o [r Y- I UV Ula: s I _Z 4 30 8 V 9 - Y - T TUU I EDI 29 _ ' I I KOWA STREET DELTA SEE SHEET 6 I it 1330 I N DELTA tt 31,42' 2800' 90YID'00' 0 o [r Y- I UV Ula: s I _Z LL1,; LT_j 8 V 9 - -•• - 2MM 0 + M F w M I U I M m d o f"a'dd < 2 $ 1A I ae�n� ++ 12 - l I it 11 y L I I It DELTA tt 31,42' 2800' 90YID'00' 0 o [r 32 I UV T s Z� _Z LL1,; LT_j 8 V 9 - ---- 07), 00 ��---- 0 M F w M I U I M m 0 K a o � o < $ e w � � ++ 12 - l IJ c0 31 q N NP� m dF <dd cmid i 4 1 30,D._ 4 __ a _ C C 4 n I it (• 0 13 n 3' 20 20 tied Y. ®ori. 30 30' aim 14 It Jill I' ILIFF STREET SEE SHEET 8 L STA. 10+00.00 G.L. TO 15+56.80 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL u Of m STREET EET 9 L1 j I 1 1 CURVE RADIUS I 1 i DELTA C7 20.00° 31,42' 2800' 90YID'00' 0 o [r oLlLl I UV F s Z� _Z �] V S q N a'4 0 M F w M I U I M a cgN ANDY STREET SEE SHEET 9 35 34 34 33 32 31 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C7 20.00° 31,42' 2800' 90YID'00' GRANDY STREET SEE SHEET 9 11U iI1 111 SEE SHEET 9 ESTES PARK WAY CREEDE STREET SEE SHEET 10 ANLL Y WAY STA. 10+00.00 C.L. TO 15+56.80 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL SEE SHEET 12 _ _ `_ -__.� ___ 1-__ w w 41 a Y 416 STA "A. INTERSECTION m, t__ , _-_ srz i STA. 12+76.40 C.L. N(RTHGIEN WAY CL = 416 "___" -_ a.a _._ _ __ _. _ a--._�--_- 416 a In• STA "B'c INTERSECTION _ m -;1- '..___--.-. ___ __ �'. - 1 ..-.- , -. -____ '' STA. 14+9&40 C.L. RANGLEY W CL 416 c 416 r a a of 416 I STA. 98+61.38 C.L. TUFF STREET CL tmx ¢ < --___ ESTES ,;' ---- - a>a �I 416 412 •414_ �l Ed i 414 412 $ 412 ---_ " 412470 410 APPROXIMATE Er$WGAPPROXIMATE EXISTING APPROXIMATE BASTINGL L 410GRW O 0 C.t 410406 406 ~ARWXIEXISTING GR 0 O6406 - 4D6 406 1\ / 404 '.- s-oz53 _ S -0.2 - 404 4.54 e.�' g 40wl N - - - X0.8 Q `�� - 4D6 = n m a m o^ '� g PROPOSED WEST FLOWUNE PROPOSED WEST FLOXWM ._ - -'� _ n. 'I -_ 7 404 - - - -- -rQ 25x - - - - -r - 404 402 - __ -_. - Y' _• -- __- 402 LF�AS E 1/4" STEEL PL I�I� PROPOSED WEST FLOWUNE D r0 CMP WITH y w -. _. _ - _._ __ --__ ETS, SPOT WELD. az,4,02< ____-FLDWUJN I I .-. 1---__ rt-- -1 ___4 402 400: 400 w-_ 396 OR 60.70' 9/9 I 400 J -- L .. _ 396 - - - 400 L -__._ - `--__-_' - - -..- - i 10+25 11+00 12+00 13+00 14+00 15+00 I OPENING - -- - 2'M4x flNmxGIAO _ 0+25 11+00 12+00 13+00 74+00 15+00 ' __ y.m N - _- _- i_.._ --_ _- m ml - _. 420 416 '- <a* - - a_a ' - 416 cRaHO a�aoE2soEs°FnurNOPENINGS ON 418a -I - T - r 418 416 s z 416sr_ / a m m, - I m =�- I SOUTH WITH . -_.... a :_"- g' _.. --_ ---.' --_� a ___-_-, F 414 s� SPACED NOT IMORE THAN 2' D.C. 16 IED -�__ �.- --.___ �- -- _. -__-� o _ __ _____--I 416 412 (d� - _I - <- �- �,' 412 J _ 414 �,, - - I g - j �i 414 414 .-____ __ 42'0 } T o n w APPROXIMATE E�ISIMG a "' Til L� GROUT VARIES 412m+LL -._... 3 ;�i APPROXIMATE EXISTING 412 470. m APPROXIMATE EXISTING <a'. I °f -.rc` GROUND OGL F 410 n 91 410 } >I -_l. N oa ��+_-_ �l� GROUND 0QL; �m w ( 410 1 '®CLT z _ -- ~.� - - _ _ _�_ _ _ - _ m rn :,. 406 0� .....moi:' ..a.-.�,.,:<l rc (� GROUND ®C. E,bSTRG r w U U u o o Z w m _ m m 406 < `-- GROUND"O L 0.i.- m• 30' CP PIPE 4D6 �I; �_-____ y_o N - _ - =1`=m m s _ -'- w m-_- - _- -}- m ¢" _ -._ - _ .. v o T a w m rn _ T fi" 6tl p _ 408 406 - 406Lj a id ¢ - .. - P.C.C. BA 404 - - 5=025 -a S -Q2iS 4D4 406 Q t i406 402 1-- - . --.- r-�PROPbsEO EAST FLON9INE _-_-- _ -- PROPOS® EAST ROVNNE - 402 TEMPORARYs NNLET STRUCTURE 404 Y i�,v�®=-I s 03° _°- �' ! _ _ . - 5-.-6.25% n N'PRoduSED EAST FLOwuN 404 __-_ EAST FLWAENE.,� _-J 2 4.02 PR°Posm. _ . 40 400: 400 398 25 11+ 400 " -- - --- - 400 - -- - - - -- J - 398 "_- 10+25 11+00 12+00 13+00 14+00 15+00 10+ 00 12+00 13+00 14+00 15+00 LEMUEL LEGEND (CANT.): LEGEND (CONT.): NOTES: CONSTRUCTION NOTES EASEMENT LEGEND ABBREVIATIONS RI -1 FURNISH & INSTALL TRAFFIC SIGNS PER GO.B. STD. T-19: SECTION 9. SEE SEWER AND AIN k R T TYPE GUTTER GO.B SM ST -1 A 30° WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF --a-- 'RSI -7' - STOP STORM DR PLANS FOR STORM GRAIN AND O CONSTRUC E B" CURB & GU . PER L, FL FLOWUNE POVC POINT ON VERTICAL CURVE 'R6 -i` -ONE WAY °SS -2" -END SCHOOL ZONE � _ _ �_ _ _ _ A SECTION DESIGNATION SEWER DETAILS. KERN COUNTY LAND CO. FILED MAY 2, 1894 CL CENTERLINE SVC BEGIN VERTICAL CURVE "R5-1' - DO NOT ENTER `W31(CA)" - END 2 O CONSTRUCT 4.5 (LOCAL STREEIS)C04BINATION SIDEWALK PER C.0.& STD DET. ON SHUT 14. © 50' WIDE PACIFIC GS & ELECTRIC CO. TOWER UNE EASEMENT PER ELEV ELEVATION EVC END VERTICAL CURVE 'R26(CA ' - NO PARKING ANYTIME :M1 1' - DEAD END SHEET v E 2. LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER ® INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. BK. 6191, PG. 1057 O.R. (APPROX. LOCATION} B.C.R. BEGIN CURB RETURN Pi POINT OF INTERSECTION 'R3-5R'� - RIGHT TURN ONLY WI 4-2 -- NO OUTLET SECTION IS SHOW91 LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE 'R4-7" - KEEP RIGHT 'RED(CA)° - BIKE LANE O CURVE NUMBER FOR CURVE DESCRIPTION A.G. FOR LOCAL STREETS STREETS TO BE TYPE '8'. ® CONSTRUCT HANDICAP RAMP PER CALIRANS STANDARD PLAN R.S.P. ABBA, 2002 CASE "A` © 50' WIDE PACIFIC GAS & ELECTRIC CA. TOWER UNE EASEMENT PER BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE -- a 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' PAPE 'A" AC. OVER ® CONSTRUCT 6' BLOCK WALL PER WAIL C(R7SIRUCflON PLANS STORM DRAIN MANHOLE - REFER TO SEWER & STORM GRAIN PLANS 0.80 AGGREGATE BASE OVER 050' COMPACTED O.G. TO BE ® 80' WADE PACIFIC GS & ELECTRIC CO. TOWER UNE EASEMENT PER PIVC OF VE TI AL CURVE TP T� PAVEMENT O COMPACTED TO 953 RELATIVE DENSITY PER C.O.B. STD. SF -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 BREAM STORM GRAIN JUNCTION BOX -REFER TO SEWER & STORM DRAW PLANS 7 TAPER NlklBER -SEE TABLE P.O.C. POINT RT CURVE A R RIGHT-OF-WAY 4. 0NOW ROAD -PAVEMENT TO 1. 0.45TYPE 'A` O.G.OVER O7 NOT USED 16.5' WIDE CHEVRON PIPELINE CO. OTT OE EASEMENT PER TE 2271, SCALE: 1" = 50' PAL PROPERTY UNE A.P. ANGLE POINT � CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER PIPE SIZE 0.85' AGGREGATE BASE OVER 7.20' COMPACTED .G. TO BE © PG. 190 AND BK. 6677, PG. 1179 BOTH O.R. (TO BE RELOCATED). SD' 25' O' 50' 700' E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 4'W UAUTY. COMPACTED TO 953 RELATIVE DENSITY PER C.O.B. STD. ST -9. OB CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 7. 70' WIDEMUN PACIFIC EASEMENT ONE AND TELEGRAPH COMPANY ® FURNISH ffi INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. -,-S- SEWER - REFER TO SEWER &STORM DRAIN PLANS G -GAS IRR- RR CATION 5. COFFEE ROAD - PAVEMENT TO BE 0.45' TYPE 'A"AC. OVER OSI PAINT 07� LIMIT UNE USING THERMOPLASTIC PAINT PER CALIRANS STANDARD SPECIFICATION ® COMMUNICATION EASEMENT PER BK. 172, PG. 434 Q.R. J) EXISTING SURVEY MONUMENT ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. S..SEy� 1.35 AGGREGATE BASE OVER 0.70' COMPACTED O.G. TO BE e A 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER -t-- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. g SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. COMPACTED TO 953 RELATIVE DENSITY PER CAR. SN. ST -9. 10 EXISTING UTIUTY POLE TO BE RELOCATED. VOLUME 29, PG. 104 OF THE MINUTE BOOKS. (CO. RD. 719) - - FURNISH & INSTALL METRO STREET SIGN PER G0.8. STD. T-1. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 6. ALL CATCH BASINS TO BE TYPE 'A" WITH 3.5' OPENINGS PER 1T CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COUECTOR/ARTERIAL) ® CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOG 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. DEL ST -2. -�- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. ® CITY 0 OF 2424, O.R. STREET RIGHT-OF-WAY PER DOC. N0. STD. ST -23 AND SPECIAL PROVISION 7-86-10. - - _ _ - - _ .� TRACT BOUNDARY COORDINATE APPUCATION OF RELOCATION WITH CITY. 13 FURNISH &INSTAR CHaNNELIZERS AND SIGNS PER C.O.B. STD. DET. T-29. 000217912424, O.R. -e- FURNISH & INSTALL STREET- LIGHT -9500 LUMEN PER C.O.B. STD. -. .. .. - PHASE BOUNDARY 94 PROPOSED 3O" IRRIGATION UNE PER SEPARATE PLAN. 20' WIDE CITY OF BAKERSFlEI.D PUBLIC ACCESS EASEMENT PER DOG ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. � .. _ & INSTALL W -31(G) SIGN WITH OM4-3 MARKER AT THE PHASE NO. 000217112425, O.R. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS _ CF?1TERLINE BOUNDARY WWTHR THE TRACT IF ADJACE14T PHASE IS NOT FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & '7' "g EDGE OF PAVEMENT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE 1b T-34. © CITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. SIGN IWTH CONSIRUCTION OF ADJACENT PHASE. 000217010446, O.R. Ic INTERCONNECT CONDUIT O OM4-INSTALL MARE III BARRICADE PER OFFSTENS STANDARD PLAN A73C WITH W-31(CA) ICK AND 98 THE IM MARKERS S TRACT 7264 L7FF<31E IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO CITY N BAKER5FIELD IRREVOCABLE OFFER OF STREET DEDICATION PER THE IMPROVEMENTS SHOWN HEREIN. DOC. N0. 277153824, O.R. T] FURNISH & INSTALL TEMPORARY INLET STRUCTURE, DETAIL ON SHEET 11, WITH PHASE 4 CONSTRUCTION & REMOVE WITH PHASE: 5 CONSTRUCTION. t8 INSTALL NS L TYPE TIBWNDBARRICADE REMOVE SALVAGE WITH THEAC 73C WITH OF3AOCA�CESIN !PHASE. 1.1-6968 Ph 1 - 1( CITY RECORDS NO: rn 0 o [r oLlLl s <, _Z �] V y 0 M M m 0 K a o Z ! 4 J $ e w � � IJ c0 m i 4 1 ?F ti W J � U �p O3B m 0 m Q O ZO J ® Q W J f a J e Z JIM Z _ w 0 Q < w O cc a a U O d O c I W m Z m 0z O a V F m w W SJR V J I• !cc r cai 0, Z�i F W'P i LL 'F.R[N " ' PHASE- Sc 8 1 , L- IT $ .::. _1� .. ...s`�_.. 11 .-;.. �-- ,� 1 t'2 11 .. N> PH/��E _ � ,.... -. i It S _ co 3 LLJ 3 r n QZa� • -------- mi +I � $�O�S�c.�i � M��C�nwNo 1aw>NOo+I 4rio+ ! $3'nN+ 2 rm+ ��I 3 Q3�"No�+ r�ry�I ¢3S_'M�t- 4 �i 5 ¢3N�+ ��.(�I ¢Ne-._ 6 m I�iowJ�.-,=.;dnJi 7`3�INa+� m�I�i Q�y"�n�a+ Yym jpuie+v+i �M+ I�, "3°>L'NWM�+ r�m+I, s3�'n4��+.l ,8ozd�� 88 1Q 11 12 $ 13 14 15 16 7 0%NmN:0¢Nmn a3}� e1 -l1 m0mG� a3o 19� it .m I io 4 F +LLJ �Cum+11)i l�N+i I ,I u4ry + +Lv �.� � 11I g �__'____-.--- •II i � cjdda <d �i �l r,l �l "PI MA <i w_.... al ,nl mi rol wr��l , � ml mf mi mi o.- 1 1 ( � ,- YINN IYii O 04 N¢ 04 D4 �G �F WQ ¢¢¢ �� OF O¢-' f �F 640 C]I¢ 04 OQ OIQ_' NI- I i I i ® 13 Q Q I-4 16_' ZQ4 F fi-1-Q 16-' C !-F¢ 6 Q NF NVl I 1 W ea s .- R(W v, .- R/Yl3 \\\ Il q 1 \`SRO ib ® 1 S - =� ---- -r�i- 1 2 -- --s'S ----- - . 8 STVP1. 3 8'S 1 2 ¢, 8 (TYP.) e S •\ q t0i o0 s 11+0o s-is+oo®----s - 13+00 Sg9"Ii'29"E 41s.3a'----14+oD. -- s----- -- s- - s-� -- --s .< s f -..M s ----® sTA. t+z_IoS, FA 1 _-as TRACT BOUNDARY _ _ } �_ _ - _ �� -_ _ .�_ .__ _ _ _- _ �_ _ _ .,N _ F _ - - _ -- _ _ _ _ - - _ _ .� .� Li.1 �� t J _ -_D - . 15+00 16+00 17+00 56911.29"E 636.89 18+00 19+00 20+00Lt- 1 _._-_.. � /. w --- -- n M _ - 24 U - 8 P:)-- 2 f 61 ` \- o o s 6 (�) 0 0 0 0 • g1R -- - - - RANGLEY WAY SEE SHEET 11 STA, 10+00.00 C.L. TO 20+53.27 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL -- 422 420 418 416 -- 414 - 412 410 408 406 404S-0.115% -,I---- I 404 PI I I 402 - -------- - - - _ . - - - - -- - - - -' - J 402 10+25 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+50 420 _ _ -- -- -- ---- - - -- -T - 420 418� W `� , - --- ,$ -_ -i - - � -II� - !g 418 416 0 0 , T Y w x 416 o > Y{ w �N 414 -- - -- r j 414 W m O M Ix" RAPPROMMATE + N 412 -�Q JN - E m� °fin Sd25% i - 412 Mr + _. - - - -- --- _ - -_ 410 -� - 1O APPROXIMA'F EI{I371N0 F c N w vl --•,__ .- --- i- CROLINO- � Cd. XI NT �-~- � y �I� 4 W 406 GROUND ®GL w n m v - I - 50.54% - - -- 406 r 5930 42' LS 314 1.2 2 50.88$ PRO POS➢ SOUiH FLOW4IlE 406 Saa - - - QIP - - 406 404 ---- $., -- - - - - - - - 404 ( PROPOSED #` i SOU TH LOlN'>Ws' I I - 402402 400 t- = - - - '- - -- 400 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+50 LEGEND: LEGEND (CONT.) LEGEND (CONT-): NOTES: CONSTRUCTION NOTES: EASEMENT LEGEND ABB91AATIONS 10`1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SRH. '(-19: SEC'TOd LL i _ i. SEE SEWEP, AND STORM DRAIN PLANS FOR STORM DRAIN AND 0 CONSTRUCT TYPE °9 CURS & GUTTER PER C.O.B. 516 5T-7 Q 30• WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF FL FLOWUNE POVC POINT ON VERTICAL CURVE "ftfi i" - ONE "S5-27 - END SCHOOL ZONE _ _ ` _ _ _ A SECTION DESIGNATION SEWER DETAILS. 1 KERN COUNTY LAND CO. FILED MAY Z 1894 CL CENTERUNE BVC BEGIN VERTICAL CURVE "W31(CA)' - END 1 O CONSTRUCT 4.5' (LOCAL STREETSOMBINAI70N SIDEWALK PER C,O.B. STD DET. ON SHEET 14. ELEV ELEVATION EVC END VERTICAL CURD °R5 -i" - - NOT ENTER "Wi4-1" - DEAD ENO SfET M11ERF 2 LOCAL STREETS -PAVEMENT FOR LOCAL STREETS TD BE PFR 50• WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER °R28(CA)" - NO PARKING ANYTIME °W14-2• - NO OUTLET SECTION 5 Siam LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL O INSTAIJ. STREET S1QN PER C.O.B. STANDARD DETAIL T-1. BK. 6191, PG 1057 O.R. (APPROX. LOCATION) B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION 'R3 -5R' - RIGHT TURN ONLY E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE 'R4-7" - KEEP RIGHT "R81(CA)' - BIKE LANE O CURVE NUMBER FOR CARVE DESCRIPTION A.C. FOR LOCAL STREETS STREETS TO BE TYPE 'B'. ® CONSTRUCT HANDICAP RAMP PER CAL7RANS STANDARD PUN R.S.P. Ae6A, 2002 CASE 'A' ® 5810. WIDE 1496,PPG. 29 NTD BK. 511777, PG. 2250 80LINE 111 O.R. PER BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE -----D-- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK - SE SCHEDULE J. ETCHART ROAD - PAVEMENT TO BE 0.30' TYPE "A° A.C. OVER Q CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. EC ENO CURVE INTERSECTION TC TOP OF CURB STORM DRAIN MANHOLE - REFER TO SEWER & ST1RM DRAIN PIANS 0.80' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE 80• WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER PIVC POINT OF ALCUREGE TOP OF PAVEMENT ® COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SID. ST -9. ® SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. ® BK. 1496, PG. 429 AND 8K. 5177, PG. 2250 BOTH O.R. OF VlDtiiCAL CURVE GB GRADE BREAK � STORM DRAIN JUNCTION BOX -REFER TO EWER &STORM GRAIN PLANS Q TAPER NUMBER -SEE TABLE P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE 'A' AC. OVER ® NOT USED © 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PA PROPERTY UNE ALP, ANGLE POINT CONSTRUCT TYPE "A' CATCH BASIN PATH 3.5' OPENING PER PPE SSE 0.85' AGGREGATE BASE OVER 1.20' COMPACTED O.G. TO BE PG. 190 AND BK. 6877, PG. 1119 BOTH OR. (TO BE RELOCATED). C.O.B. STD. 0-T4, UNLESS NOTED OTHERWISE. �- ® CONSTRUCT SINGLE FAMILY RESIDEN11AL DRIVE APPROACH PER C.O.B. SID. DET. ON SHEET 7. EP. EDGE OF PAVEMENT C/G CURB AND ..LINER 4°W U?IUtt; COMPACTED TO 95% RELATIVE DENSITY PER G0.& STD. ST -9. a 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY QQ FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. Si -13. '-' -_s SEWER - REFER TO SEWER & STORM DRAIN PLANS W -WATER D -DRAIN PAINT 12" UNIT LINE USING THERMOPLASTIC PAINT PER CAL TRANS STANDARD SPECIFICATION 8 COMMUNICA11ON EASEMENT PER BK. 172, PG. 434 O.R. EXISTING SURVEY MONUMENT SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS G -GAS IRR -IRRIGATION 5. COFFEE ROAD T PAVEMENT TC BE COM TYPE D.C.A.G. OVER ® p1Fi-g2AlKY0 ® S -SEWER 9.35' AGGREGATE BASE OPEN 0.70' COMPACTED O.TO SE 8 A 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER FURNISH & INSTALL STREET SIGN PER CAT. STD. T -i. SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 10 EXISTING UTIUTY 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 19 CONSTRUCT 5.5 COMBINATION SIDEWALK PER' C.O.B. STD ST-5(COL ECTOR/ARTERIAL) ® CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. FURNISH & INSTALL METRO STREET SIM PER C.O.B. STD. T-1. PER C.O.B. SHO. ON SHEET 7 . C.O.B. SID. D-14, UNLESS NOTED OTHERWISE. 000216099245, O.R. -o- FUTURE TYPE "M" CURB PER C.O.D. STD. DET ST -2. FURNISH &INSTALL STREET LIGHTISION -MEN PER C.O.S. 7. ALL POWER POLES TO BE Or RELOCATION ION WI CITY.. ODDITY OF BAKERSFIELD STREET RIGHT -UF -WAY PER DOC. N0. STD. SC -23 AND SPECIAL PROVISION 7-86-tO. '�--�'-""'�--�' TRACT BOUNDARY COORDINATE APPLICATION OF F&l.00ATON WITH Ott. 13 FURNISH &INSTALL CHANNELIZER5 AND SIGNS PER C.O.B. 570. DET. T-29. 000217192424, O.R, -®- FURNISH & INSTALL. STREET UGHT-9500 -MEN PER C.O.B. STD. PHASE BOUNDARY 14 PROPOSED 30" IRRIGATION UNE PER SEPARATE PLAN. ® 20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWSE 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 CEN7ERLNE BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DEL T-33 & .G .d EDGE CF PAVEMENT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE 45 T-34. ® CITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 000217010446, O.R. -------Ic--------------- INTERCONNECT CONDUIT O INSTAL. TYPE NI BARRICADE PER CALTRANS STANDARD PLAN A73C PATH W-39(CA) SIGN AND 18 OM4-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO CITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER THE IMPROVEMENTS SHOWN HEREIN. DOC. NO. 217153620, O.R. IDENTICAL POINTS SCALE: 1" = 50' 50' 25' O• 50' Too' 422 - - - - -- -- -_ CURVE TABLE 420 - -- - - - - - - -T I _. CURVE �_. RADIUS LENGTH TANGENT I DELTA 416 Cl 20.00' 31.42 -f 20.00' .' 90'0000 ' cz 35.00 2713• ..�-_ 14.29 44'2455 416 - a M C3 42.00 197.06' 42.BY 26849.50° 414 - + 4 m '. 412 . w _a ._ -.. _ .-... _Q -... w ® Y w ¢ APPROXIMATE EXISTING d410 - m� - -- _ _ _ __ ____ �3m - �GROUND•C.L __� _vr`n--- - r 'S-0.5 5� oak'-s'I --_- -- 408E Qw �a + - - - S-Gs6% - - I 406 I -- 422 420 418 416 -- 414 - 412 410 408 406 404S-0.115% -,I---- I 404 PI I I 402 - -------- - - - _ . - - - - -- - - - -' - J 402 10+25 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+50 420 _ _ -- -- -- ---- - - -- -T - 420 418� W `� , - --- ,$ -_ -i - - � -II� - !g 418 416 0 0 , T Y w x 416 o > Y{ w �N 414 -- - -- r j 414 W m O M Ix" RAPPROMMATE + N 412 -�Q JN - E m� °fin Sd25% i - 412 Mr + _. - - - -- --- _ - -_ 410 -� - 1O APPROXIMA'F EI{I371N0 F c N w vl --•,__ .- --- i- CROLINO- � Cd. XI NT �-~- � y �I� 4 W 406 GROUND ®GL w n m v - I - 50.54% - - -- 406 r 5930 42' LS 314 1.2 2 50.88$ PRO POS➢ SOUiH FLOW4IlE 406 Saa - - - QIP - - 406 404 ---- $., -- - - - - - - - 404 ( PROPOSED #` i SOU TH LOlN'>Ws' I I - 402402 400 t- = - - - '- - -- 400 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+50 LEGEND: LEGEND (CONT.) LEGEND (CONT-): NOTES: CONSTRUCTION NOTES: EASEMENT LEGEND ABB91AATIONS 10`1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SRH. '(-19: SEC'TOd LL i _ i. SEE SEWEP, AND STORM DRAIN PLANS FOR STORM DRAIN AND 0 CONSTRUCT TYPE °9 CURS & GUTTER PER C.O.B. 516 5T-7 Q 30• WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF FL FLOWUNE POVC POINT ON VERTICAL CURVE "ftfi i" - ONE "S5-27 - END SCHOOL ZONE _ _ ` _ _ _ A SECTION DESIGNATION SEWER DETAILS. 1 KERN COUNTY LAND CO. FILED MAY Z 1894 CL CENTERUNE BVC BEGIN VERTICAL CURVE "W31(CA)' - END 1 O CONSTRUCT 4.5' (LOCAL STREETSOMBINAI70N SIDEWALK PER C,O.B. STD DET. ON SHEET 14. ELEV ELEVATION EVC END VERTICAL CURD °R5 -i" - - NOT ENTER "Wi4-1" - DEAD ENO SfET M11ERF 2 LOCAL STREETS -PAVEMENT FOR LOCAL STREETS TD BE PFR 50• WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER °R28(CA)" - NO PARKING ANYTIME °W14-2• - NO OUTLET SECTION 5 Siam LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL O INSTAIJ. STREET S1QN PER C.O.B. STANDARD DETAIL T-1. BK. 6191, PG 1057 O.R. (APPROX. LOCATION) B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION 'R3 -5R' - RIGHT TURN ONLY E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE 'R4-7" - KEEP RIGHT "R81(CA)' - BIKE LANE O CURVE NUMBER FOR CARVE DESCRIPTION A.C. FOR LOCAL STREETS STREETS TO BE TYPE 'B'. ® CONSTRUCT HANDICAP RAMP PER CAL7RANS STANDARD PUN R.S.P. Ae6A, 2002 CASE 'A' ® 5810. WIDE 1496,PPG. 29 NTD BK. 511777, PG. 2250 80LINE 111 O.R. PER BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE -----D-- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK - SE SCHEDULE J. ETCHART ROAD - PAVEMENT TO BE 0.30' TYPE "A° A.C. OVER Q CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. EC ENO CURVE INTERSECTION TC TOP OF CURB STORM DRAIN MANHOLE - REFER TO SEWER & ST1RM DRAIN PIANS 0.80' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE 80• WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER PIVC POINT OF ALCUREGE TOP OF PAVEMENT ® COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SID. ST -9. ® SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. ® BK. 1496, PG. 429 AND 8K. 5177, PG. 2250 BOTH O.R. OF VlDtiiCAL CURVE GB GRADE BREAK � STORM DRAIN JUNCTION BOX -REFER TO EWER &STORM GRAIN PLANS Q TAPER NUMBER -SEE TABLE P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE 'A' AC. OVER ® NOT USED © 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PA PROPERTY UNE ALP, ANGLE POINT CONSTRUCT TYPE "A' CATCH BASIN PATH 3.5' OPENING PER PPE SSE 0.85' AGGREGATE BASE OVER 1.20' COMPACTED O.G. TO BE PG. 190 AND BK. 6877, PG. 1119 BOTH OR. (TO BE RELOCATED). C.O.B. STD. 0-T4, UNLESS NOTED OTHERWISE. �- ® CONSTRUCT SINGLE FAMILY RESIDEN11AL DRIVE APPROACH PER C.O.B. SID. DET. ON SHEET 7. EP. EDGE OF PAVEMENT C/G CURB AND ..LINER 4°W U?IUtt; COMPACTED TO 95% RELATIVE DENSITY PER G0.& STD. ST -9. a 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY QQ FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. Si -13. '-' -_s SEWER - REFER TO SEWER & STORM DRAIN PLANS W -WATER D -DRAIN PAINT 12" UNIT LINE USING THERMOPLASTIC PAINT PER CAL TRANS STANDARD SPECIFICATION 8 COMMUNICA11ON EASEMENT PER BK. 172, PG. 434 O.R. EXISTING SURVEY MONUMENT SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS G -GAS IRR -IRRIGATION 5. COFFEE ROAD T PAVEMENT TC BE COM TYPE D.C.A.G. OVER ® p1Fi-g2AlKY0 ® S -SEWER 9.35' AGGREGATE BASE OPEN 0.70' COMPACTED O.TO SE 8 A 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER FURNISH & INSTALL STREET SIGN PER CAT. STD. T -i. SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 10 EXISTING UTIUTY 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 19 CONSTRUCT 5.5 COMBINATION SIDEWALK PER' C.O.B. STD ST-5(COL ECTOR/ARTERIAL) ® CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. FURNISH & INSTALL METRO STREET SIM PER C.O.B. STD. T-1. PER C.O.B. SHO. ON SHEET 7 . C.O.B. SID. D-14, UNLESS NOTED OTHERWISE. 000216099245, O.R. -o- FUTURE TYPE "M" CURB PER C.O.D. STD. DET ST -2. FURNISH &INSTALL STREET LIGHTISION -MEN PER C.O.S. 7. ALL POWER POLES TO BE Or RELOCATION ION WI CITY.. ODDITY OF BAKERSFIELD STREET RIGHT -UF -WAY PER DOC. N0. STD. SC -23 AND SPECIAL PROVISION 7-86-tO. '�--�'-""'�--�' TRACT BOUNDARY COORDINATE APPLICATION OF F&l.00ATON WITH Ott. 13 FURNISH &INSTALL CHANNELIZER5 AND SIGNS PER C.O.B. 570. DET. T-29. 000217192424, O.R, -®- FURNISH & INSTALL. STREET UGHT-9500 -MEN PER C.O.B. STD. PHASE BOUNDARY 14 PROPOSED 30" IRRIGATION UNE PER SEPARATE PLAN. ® 20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWSE 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 CEN7ERLNE BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DEL T-33 & .G .d EDGE CF PAVEMENT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE 45 T-34. ® CITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 000217010446, O.R. -------Ic--------------- INTERCONNECT CONDUIT O INSTAL. TYPE NI BARRICADE PER CALTRANS STANDARD PLAN A73C PATH W-39(CA) SIGN AND 18 OM4-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO CITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER THE IMPROVEMENTS SHOWN HEREIN. DOC. NO. 217153620, O.R. IDENTICAL POINTS SCALE: 1" = 50' 50' 25' O• 50' Too' 5 m 0 a^ CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Ci 480.00' 138.83' 69.90' 16'34'17° C2 520.00' 150.40' 75.73' 16'34'17" C3 500.00' 144.61' 7281' 1673,1'17- WAY IORNTON WAY SEE SHEET 16 STA. 10+00.00 C.L. TO 21+83.86 C.L. SCALE: 1" = 50' HORIZONTAL 422 - 1" = 5' VERTICAL _._ -_. _. 420 422 - - - --T_ -_ I i w��, - ------',-- --, - �' 14+00 -15+00 19+00 16+00 17+00 18+00 19+00 20+00 21+00 20+00 21+00 I 410 LEGEND (CONT,): LEGEND (CONT.): 418 N O - -- _. - --7 -- - + 416 406 RIA -a- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: R1-1' - STOP SEC90N 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND O CONSTRUCT TYPE 'B° CURB &CUTTER PER C.O.B. STD ST -1 I 414 FL - 0 - _ _ A SECTION DESIGNATION SEWER DETAILS. - CONSTRUCT 4.6 (LOCAL STREETS)COMBINA11ON SIDEWALK PER C.O.B. STD DET ON SHEET 14. KERN COUNTY LAND CO. FILED MAY 2, 1894 CL APPROXIMATE EXISTING _ - - - - _ 412 . - f-Y Q O FLOWjJN _- ELEVATION EVC END VERTICAL CURVE ii26 CA)° - NO PARKING ANYTIME - DEAD END ( SHEET WHM 2. LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER 410 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. © 50' NIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) - BEGIN CURB RETURN PI POINT OF INERSECTOI U Q ' °Wi4-1" 'R3 RIGHT TURN ONLY W14-2' - NO OUTLET SECTION !9 LHON 422 - - - --T_ -_ I i w��, - ------',-- --, - �' 14+00 -15+00 19+00 16+00 17+00 18+00 19+00 20+00 21+00 20+00 21+00 I r -- 422 - ; 420 tl I s __ ___. 418 416 -= 414 -y---- 412 - - 410 I- 408 n „ - 406 JJ , 404 22+00,x.,',-. ;'; I - --1 422 420 410 LEGEND (CONT,): LEGEND (CONT.): 408 N O CONSTRUCTION NOTES: EASEMENT LEGEND AMIREV9ATONS 406 RIA -a- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: R1-1' - STOP SEC90N 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND O CONSTRUCT TYPE 'B° CURB &CUTTER PER C.O.B. STD ST -1 Q 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF FL FLOE POVC POINT ON VERTICAL CURVE 0 %I6 -,I° _ ONE WAY `S5-2" - END SCHOOL ZONE ^W31(CA)" _ _ A SECTION DESIGNATION SEWER DETAILS. Q CONSTRUCT 4.6 (LOCAL STREETS)COMBINA11ON SIDEWALK PER C.O.B. STD DET ON SHEET 14. KERN COUNTY LAND CO. FILED MAY 2, 1894 CL CENTERLINE BVC BEGIN VERTICAL CURVE R5-1" - 00 NOT ENTER - END 2 ELEV ELEVATION EVC END VERTICAL CURVE ii26 CA)° - NO PARKING ANYTIME - DEAD END ( SHEET WHM 2. LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER ® INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. © 50' NIDE 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 INERSECTOI m °Wi4-1" 'R3 RIGHT TURN ONLY W14-2' - NO OUTLET SECTION !9 LHON LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL 1 ti v E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE n -5R" - "R4-7^ - KEEP RIGHT "R81(CA)" - BIKE LANE O CURVE NUMBER FOR CURVE DESCRIPTION �P A.C. FOR LOCAL STREETS STREETS TO BE TME V. ® CONSTRUCT HANDICAP RAMP PER CAL7RANS STANDARD PLAN R.S.P. A86A, 2002 CASE °A` © 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® ITEM WORK -SEE SCHEDULE 3. ETCHART ROAD -PAVEMENT TO 0.30' TME °A' A.C. OVER ®CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION FLANS. BK. 1496, PG. 429 AND 8K. 5177, PG. 2250 BOTH O.R. EC END CURVE TO TOP OF CURB o STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 0.80' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE Q 80' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT N //�� TAPER NUMBER - SEE TABLE COMPACTED TO 95% RELARVE 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 GS GRADE BREAK ] STORM GRAM JUNCTION BOX -- REFER 70 S1:WER & SiDRM GRAIN PLANS �% P.O.C. PONT ON CURVE R/ri' RIGHT-OF-WAY "A' 4. SNOW ROAD -PAVEMENT TO BE 0.45' TYPE "A° A.C. OVER O NOT USED © 16.5 'WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PAL PROPERTY LINE A.P. ANGLE POINT CONSTRUCT TME CATCH BASIN WITH 35' OPENING PER -PIPE SIZE 0.85' AGGREGATE BASE OVER 1.20' COMPACTED O.G. TO BE PG. 190 AND BK. 6877, FG. 7119 BOTH O.R. (TO BE RELOCATED). E.P. EDGE OF PAVEMENT C/G CURB GUTTER C.Q.B. 510. D-74, UNLESS NOTED OTHERWISE. co COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. LTO. ST -9. �$ CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DEF. ON SHEET 7. CH .AND zW®® 4"W UTILITY: 0 0 ® cj) °M ® Z L =m® Q 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -93. -'-' S SEWER - REFER TO .SEWER & STORM DRAIN PLANS W -WATER D -DRAIN 5. COFFEE ROAD PAVEMENT TO BE "A" J� PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 6 COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. m � G -GAS IRR -IRRIGATION - 0.45' TYPE A.C. OVER L/ PTH-02ALKYD. EXISTING SURVEY MONUMENT ® SEWER MANHOLE -REFER SEWER &STORM GRAIN PLANS.. S -SEWER tL 1.35 AGC4REGAtE BASE OVER 0.70' COMPACTED O.G. TO 8E 0 eA 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) T8' 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 & INSTAL_ METRO STREET SIGN PER C.O.B. STD. T-1.CONSTRUCT PER C.O.B. STD, ON SHEEP 7 . C.O.S. STD. D-14, UNLESS NOTED OTHERWISE 12 "M"00216099245. FUTURE TYPE CURB PER C.O.B.C.0.8. STD. OCT.DIET. ST -2. O.R. �- FURNISH &INSTALL STREET LIGHTISION LUMEN PER C.O.B. '. ALL POWER PIXEL TDO iON)EITH Q O BAKERSFIELD424,O.STREET RIGHT-OF-WAY PER DOC. NO. STD. ST -23 AND SPECIAL PROVISION 7-86-10. -- -"'� - ®®- _'-` TRACT BOUNDARY COORDINATE APPLICATION OF RELOCATION !WITH q7Y. OF RELOCATION CITY. ®FURNISH &INSTARS CHANNELIZERS AND SIGHS PER G0.8. STD. BET. T-29. 000CIT 000217112424, O.R. -a- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. -. _ - PHASE BOUNDARY T4 PROPOSED 30° IRRIGATION LINE PER SEPARATE PLAN. A 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 BOUNDARYY0 THE TRACTIS NOT IF FURNISH & INSTALL INTERCONNECT COOU4 & PULL BOXES PER C.O.B. STD. DEC T-33 & EDGE O PAVEMENT SIMULTANEOUSLY. REMO�ANDHASE GE THE 13 ® CITY OF BAKERSFIELD FLOWAGE &DRAINAGE EASEMENT PER DOC. N0. SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 000217010446, O.R. is INTERCONNECT CONDUIT INSTALL TYPE III BARRICADE PER GALTRANS STANDARD PLAN A73C WITH W-31 CA SIGN AND 16 OM4-3 MARKERS IF TRACT 7264 OFFSIT: IMPROVEMENTS ARE NOT CONSTRUC RIOR TO ® CITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER THE IMPROVEMENTS SHOWN HEREIN. DOC. NO. 217153620, O.R. r -- 422 - ; 420 tl I s __ ___. 418 416 -= 414 -y---- 412 - - 410 I- 408 n „ - 406 JJ , 404 22+00,x.,',-. ;'; I - --1 422 420 22+00 �: 50' 410 SCALE: O' 1" LUI- -!;. 408 N O Lu j i 406 w'. V) i- -' 404 22+00 �: 50' 25' SCALE: O' 1" = 50' 50' 100' N O wK e Know what's below. Call before you dig. 1.1-6968 Ph 1 - 10 CITY RECORDS NO: s r: e N O wK C7 Z } V 0 o e. F rn � <a O 20 0 3 no w co < N Ld m 6�- 1 ti v r J n � � a �P 1SU03a z N K 0 CD co cri co 0 r P (40+ 0 ® Z N J® CH W W Z zW®® � d � 0 0 ® cj) °M ® Z L =m® 0 0D 01-- = 0 L1.1 at CCCO J 6 h \ C m � W W tL 0 " mwk Aa Agte 7 2d- - PWV jw'x we iwe 2 can &Gat t Stondtra' 9eiod S7 Sr -1 Y -�4`` � "�' ✓ _ W Aw pw Altet kjp. r 'vat" lr fE@ f YI r� a �•.• TP" AM 4i tak" lk�w Nor* r 1'AfthI* 'i"at sy+ b -W SAMxuV-_ Hear, fs%mss26%? �....irq-"`_"...,._.._�.w.--..�. Nt�k ami C� f a.Gm. i "43' ax at raw veetta wwm stfr*wa aieatod by the ONy Epp" ' }{{ ! 6.s' w a why& aW cc#whr 16w& a»' ae d AXo .mea bw art NO FES t. 4Y w .HAp me maiffiva's a0,0 eootvry to Mss mwAimo, of the :perxfxatrms 4 tMw 'Stato of Ca36raµ 04vim wIt of rmnww.efo w ''Fmk:.' .Smaoca v oo" lu rvow brow: as 9"dord wrml Ory r4+t vw tow 2 A current SIme hmxt Awed by ito ,57y of &x~ ft6r NSrks }Apia tmava7 musr orca mkv rx4 err* mWe the city *I -w -ay .S xdr Wa .lraM be "Stnrctad but to grads awi a meet a d carpocted to 90,4' of fnaxa+ntirr, ate Pasty as cIelomme by ASTM ?-1537 to a depth of 6.R'trabr Rq W d. Carzretc kr .sdeoa4 ehgo r IoTe !a 6'm'wemmsnts 41 the 6tondmf jwftookwIs kr mina auWM imus. tares( aentot of Sdti f/m ;ctd G.arc+mte .shelf cvntrar w rmslr'tW wkss prig, gtpmwf 6 44WWY dem Ore City &Hymen' S ywew POmrS aV0 be smkx'M as tm A.'oced oral to t&e 4Un-We wW be rotAW 4Nmr 7.j' i;M!kk at4rs b.'&V sriarad farms asd subgrade sbo he areae} #mm*I'Np A'+a' YO PlOwnwa a cnnarb:. f. Carcrete MKIaI=sboy be toea4d sm * 2&),v an6 yw L71Npe a 4w btoax I#WA Ar'wedvts'y atter'IMANr m9 mwita e:ufo as Od resits o wmk m IevB of mate pigmented 6wiv carrpaw{d meA ms1g to M,o Staadtad SReti�otkxtx tbasrete swAxe eha8 be xepf ada'st V014 ew*g a ,d 4s aty,MM / Expoe' av'W& " br ttxstwmd ar eerfr . nt M SaLY.w"m of m#IT at d4 mrwtIs OV at 80' MarrAlai-ef, b' M§CW"ee pimro *'14 20* ft,, be r• ced at M0' w? * btm p.Xi" dw RTke ANNA'S at J.f'.4r€wmt (I Egmoa'a^ A' w "AoIw axr q of Are4Wms6 sops at &4k "NAW cmTA>""md ft"=bm to the mgwoowam s of ft shy d Smi4MW4 9 Sedans of MOM sda * sWg noIamo W r4atZ~i SW be eae4'Yt or ft .Nods 0" ram oew as dw w Or Ma City Cmpoor 74 wIw berg moved sW be a 4w cd SA' ua AwyAV wd sa4Ws .Drat ofgn w A w*(sg aat'f a she fmA ?'oetramaK Nryramow* "m athmarse *ww 7R farAndw M�w* m ow at atWuc€sxYm auf Ars 5Aw at aN maim' aP3 xVeclw t6wh and may &e asst of nA--0e-ws avd MM�As os Fxoi rdrzeh Ave aiAa- u:vs cf omMnstial . ae fiat to Me q*nrd of Ov My crgmsc. 11. AR9' dedm w ftw afoeaW w d og� orb,, or matafds mead 41 mete pw 4wm4d kir Ste 'My fpi�.ar. U Tnmiihm P xWmr,' Opm muse be WyKome by do 13 49 s*&* eaAiaAlttme s;Wi catpty Ah s„nsst MQUI60 nags fa. ,4)Ar w Q $ PHASE 10 ���' FUTURE CL PARK _ SITE- mg iTE N _ to am i �7 CURW TABLE CURVE N LENGTH TANGENT DELTA N 500.00' 142.11 71.54' 1697,06° C2 480.00' 136.43' 1 16'17'06° C3 520.00' 141.80' 74.40' 1697,06" C4 30.00' 47.81' 30.69' 919839" CS 30.00' 46.44° ^, 29.32' 1 23+0p L-Lj�-- n , I� �'y 92• a _ 2�p+ 00 PHASE 10 LLJ L18 U) i:j a 1 2 Q I 1Lu'. o i<I W Q LL ED 1 CURW TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 500.00' 142.11 71.54' 1697,06° C2 480.00' 136.43' 68.68' 16'17'06° C3 520.00' 141.80' 74.40' 1697,06" C4 30.00' 47.81' 30.69' 919839" CS 30.00' 46.44° ^, 29.32' 88'41'2i" COFFEE ROAD SEE SHEET 19 -ol 'I O p Ni0 N J (J 20 I JQ4l $ ]CJJ ,-F O NLL CC yy'' nW A�N 6�Nm^ r O I G W' I I ®fOJ 6�nn �'Niivwmi� Hr I. I�8Sa din's++ 4 R/W Cz C4 I _ 26+00 sfies4•i6^E 317.50, 27+00 za+oD C3 - �- -I—_ _ _..— - _ f- - I I 7I 25+06 TO BE CONSTRUCTED WITH PHASE 7 , —� C5 L i x �R/W a o 1 3 z II LOT 17 R +' ry SALES MAP OF LANDS OF �' g oLL I KERN COUNTY LAND CO. H $ 24.01 OR. AC. U v)n w ++ �t COFFEE ROAD STREETBASALT SEE SHEET 19 ■ 416 1 �, my. Q u JB1 W 416 J : APPROXIMATE a FLOWUNE EXISTING , -- T W - - -j-- 8 ®h N O '- — ai 416 I<W U _ Rax- 416 17. 414 W N w t ____ s -D• _ p 414 _ - r _ S=Q.B3 412 S�O.60R I L L I. :- _.- '� -_- R} BE-CANSTRUCIM WITH PHASE 7 412 - PROPOSED NORTH ROMAINE 410 S -0.47x - 410 408 _ _ - - - ----- --=- 408 21+25 22+00 23+00 24+00 25+00 26+00 27+00 28+00 426 -- --i- - -r 426 424 w - - - 424 x�M, I �r 422 ;- - - - , w --- 422 W K� i 420 420 L � >a i > W _ as +K T 418 m M - Zo _ a (n - w ` L_as,n4' 418 ren +� WIN 416 3 _ Ww''' APPROXIMAE EXISTING - - —. . 418 GROUND 0 RQWUNE 414414 I J 5=D.64X -1 412 -_ - =0.60x ro CONSTRUCTED W71H PHASE 1 w `., w ''.. -__ ('ROPOSED SOUTH RON NE ._._ ._.. b ._. ... 1- - i -__ - 412 490 S=O.51x 410 - - - a — — - I ! 408 11 408 21+25 22+00 23+00 24+00 25+00 26+00 27+00 28+00 LEGENDCONT.): LEGEND CQNT. CONSTR &-TjQ-N-NQ-TE5L EASEMENT LEGEND ABBREVIATIONS Rt -I FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: SECTION TETTE -s- 'R1 -i' - STOP 1. SEE SEWER AND STORM GRAM! PIANS FOR STORM DRAIN AND O CONSTRUCT TYPE `B' CURB &CUTTER PER C.0.8. STD 57,-5 0 30° WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF B BOWLINE POVC POINT ON VERTICAL CURVE 'R6-1' - ONE WAY `55-2° -END SCHOOL ZONE L - _.� - _ SECTION DESIGNATION SEWER DETAILS. KERN COUNTY LAND 00. FILED MAY 4 1894 CL CENTERLINE BVC BEGIN VERTICAL CURVE 'W31 CA ^ - END 2 CONSTRUCT 4.5' (LOCAL STREETS)COMBNATION SIDEWALK PER C.O.B. SID DET. ON SHEET 14. °R5 -i" - DO NOT ENTER ( ) 2 © 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER ELEV ELEVATION EVC END VERTICAL CURVE 'R26(CA ' - NO PARKING ANYTIME 'Wl4-i" - DEAD END SHM WHERE 2 LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER ® INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T -i. ON. 6191, PC 105: O.R. (APPROX. LOCATION) B.CR. BEGIN CURB RENRN PI PUNT OF INTERSECTION _WI4-2' - NO OUTLET SECTION IS 94M LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL °R3 -5R - KEEP TURN ONLY E.C.R. END CURB RENIN PRC PUNT OF REVERSE CURVATURE 'R4-7" -KEEP PoGHI k81(CA)' - BIKE LANE Ci CURVE NUMBER FSM2 CURVE DESCRIPTION A.C. FOR LOCAL STREETS STREETS TO BE TYPE '8". ® CONSTRUCT HANDICAP RPM( PER CAL -MMS STANDARD PLAN RS -P. ASBA, 2002 CASE 'A' © 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER DINE EASEMENT PER BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE --- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS E 0.30° TYPE "A" A.C. OVER 5 CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. EC END CURVE TO TOP OF CURB ® ITEM OF WORK -SEE SCHEDULE 3. EICHAR'f ROAD -PAVEMENT TO &. PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 0.80' AGGREGATE COMPACTED TO 9%ASELOVER .56 COMP A COMPACTED STD. 5ET-4. ©SAWWT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. ®80 8K. 1496, PGDE I IC S IRK. ELCTRIC PO. 2250 BOTH EASEMENT PER OF VERTICAL CURVE GB GRADE BREAK �j STORM DRAIN JUNCTION BOX - REFER TO SEVER & STORM DRAIN PLANS OO TAPER NUMBER - SEE TABLE P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE "A' A.C. OVER �7 NOT USED © 16.5' WIDE CHEVRON PIPEUNE CO. PIPELINE EASEMENT PER BK. 2271, CONSTRUCT TYPE "A" CATCH BASIN NTH 3.5. OPENING PER PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. TO BE RELOCATED). PA PROPERTY UNE A.P. ANGLE PONT CO.S. STD. 0-14, UNLESS MOTO OTHERIN5E. '—PPE SIZE 0.85' AGGREGATE BASE OVER 1.20' COMPACTED O.G. TO BE v RESIDENTIAL. ORNE APPROACH PER C.Q.B. STM. BET. ON SHEET T. EP. EDGE OF PAVEMENT C/O CURB AND G'JTIF.R 4'W UTILITY: COMPACTED TO 95% RELATIVE DENSITY PER C.0.8. STD. ST -9. L/ CONSTRUCT SINGLE FAMILY s-- SEWER - REFER TO SEWER & STORM DRAIN PLANS W -WATER D -DRAIN ® 10' MUNVVIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY ® FURNISH &INSTALL SURVEY MONUMENT PER C0.6. STD. 57,-13. O PAINT 12" LIMIT UNE USING THERMOPLASTIC PANT PER CALTRAMS STANDARD SPECIFICATION COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. 5. COFFEE ROAD - PA T ° " A.G. 9 G -GAS IRR -IRRIGATION VSE OVER 0 BE COM TYPE A G OVER PIN-02AI.NYD. 11 EXISTING SURVEY MONUMENT � EWER MANHOLE -REFER SEINER &STORM DRAM PLANS 1.35' AGGREGATE BASE OVER 0.70' COMPACTED O.G. TO BE � A 30' WIDE COUNTY OF KERN PUBUC HIGHWAY EASEMENT PER S- COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STT). ST -9. 10 EXISTING UTUTY POLE TO N RELOCATED. VOLUME 29, PG, 104 OF THE MINUTE BOOKS. (CO. RD. 719) FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T -i. � 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' PANGS 6. ALL CATCH BASINS TO BE TYPE "A° OATH 3.5' OPENINGS PER 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTOR/ARTERIAL) Al CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. PER CAU, STD. ON SHEET 7 . C.O.B. STD. D-14, UNLESS NOTED OTHERWISE 000216099245, O.R. 92 FUTURE TYPE 'M` CURB PER G.O.B. STD. DET. ST -2 FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. ® CITY OF BAKERSFIELD STREET RIGHT -CF -WAY PER DOC. NO. STD. ST -23 AND SPECIAL PROVISION 7-86-t0. "� "'�""�' �'® TRACT BOUNDARY COORDINATE APPLICATION OF RELOCATION NTH CITY. 13 FURNISH &INSTALL CHANNEIJZERS AND 5GN5 PER C.0.6. SID. DET. T-29. 000217112424, O.R. -e FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. -. -- PHASE BOUNDARY14 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 OTHERMASE NOTED. _ CENTERUNE 8. INSTALL W-31(CA) SIGN NTH OM4-3 MARKER AT THE PHASE NO. 000217112425, O.R. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS BOUNDARY VWTHIN THE TRACT IF ADJACENT PHASE IS NOT FURNISH & INSTALL INTERCONNECT CONOU°T & PULL BOXES PER C.0.8. STD. DET. 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 MATH CONSTRUCTION OF ADJACENT PHASE 000217010446, O.R. Ic INTERCONNECT CONDUIT INSTALL TYPE !11 BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31((CA SIGN AND 16 OM4-3 MARKERS IF TRACT 7264 OFFStIE IMPROVEMENTS ARE NOT CONSTRUCTED TOR TO d CITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER THE IMPROVEMENTS SHOWN HEREIN, DOC. NO. 217153620, O.R. SCALE: 1" = 50' 50' 25' O' 50' 100' d- � CO ACV LLj 5- 611- 0 LlO -i LLJ Q LL Lj i— Z Le L -I -1 .------- 2 � ^4 CURVE TABLE WRVS RADIUS LENGTH TANGENT DELTA C1 20.00° 39.42' 20.00" 90'00'00^ C2 35.00' 27.13' 14.29' 4424'55^ C3 42.00° 197.W 42.87' 288'49'50" 6 i 7 8 ! 9 I 811 12 ! Y i o —a 71+00-a RAW ¢^'I _____ 8iT{°P-1_________ 2 1 1�0O'S89'11_29""E 400.00' VAIL WAY SEE SHEET 16 11 1 it it it GJ L f i i LL -1 811 12 i o v� po I t i _ r_ 4 .i oo m M l J RSSp u. o Rn 23EL LLI �O YY IO 4 O LLI p o i 14 S 16 —a 71+00-a RAW ¢^'I _____ 8iT{°P-1_________ 2 1 1�0O'S89'11_29""E 400.00' VAIL WAY SEE SHEET 16 11 1 it it it 15+00 16+1X1 __ 5 _� b A(TYP.) GJ L f i i LL -1 811 12 13 v� I NqG F4 ° it _ 4 N M l J RSSp u. o Rn 23EL LLI �O YY IO 4 O LLI p o i 14 S 16 17 f 18 n�i vim. i -no �Q g 22 o� � Iz 15+00 16+1X1 __ 5 _� b A(TYP.) W -woF,a¢�>m �4a>y 8-2 IIIII ¢IRfWLLo�I!IiI�-m woo¢m fI1II }¢w,oJmoaMdri o1 1 %ao oI g 2938 41 26 39 37 5 3 33 2 31 28 27 25 'ego2o�yJwrdIfIli ars��lN'smy- !m$+ wr i i I 1 I Y I w;N I I P H A �E ! I I l I I �j A J I I I I I I I s t. ., _a:{ J_ R/W I I PNA�E 8 I I i i I i PHASE 8 .; THORNTON WAYi! ✓' -7 SEE SHEET 16 NIP - KIWI 4 IN P IP GJ L f i i LL -1 v� NqG F4 ° it _ aN M l o 23EL i 14 15 16 17 f 18 i 1920 g 22 � Iz I I LL 1 I ! Ji N ti si 'D II JI IMO LLI U OO LLI O O � 00 LLI NN `l> F >ON NO� O }Q }ry ,=I }a0 }� o T�O }M O M'� `$O 04(J et'IOO OyNj 1 �I am al 3+ 4 3^ :nl QO ryI QM 3} NI s� I 3miy, sy 3+ ml .y� U yr ¢ ,n ++ i , �._ , ± N+ I IS'_m+ 'yam , m I ivH <+ motif of Q r of nd o4_ od <4 ai-ii in .FF /W N 'n VI N N .-m a 1 :.. 2 1 7+ S89'11'29'E 66024' 18+00 8 _ O IE+W 20+D0 \-002 P STA. N M _ _ � - i fins /V ntl !1 I W -woF,a¢�>m �4a>y 8-2 IIIII ¢IRfWLLo�I!IiI�-m woo¢m fI1II }¢w,oJmoaMdri o1 1 %ao oI g 2938 41 26 39 37 5 3 33 2 31 28 27 25 'ego2o�yJwrdIfIli ars��lN'smy- !m$+ wr i i I 1 I Y I w;N I I P H A �E ! I I l I I �j A J I I I I I I I s t. ., _a:{ J_ R/W I I PNA�E 8 I I i i I i PHASE 8 .; THORNTON WAYi! ✓' -7 SEE SHEET 16 NIP - KIWI 4 IN P IP 416 - -teS9Na zf�iF aN's- I i o NN. 416 414 --- - ®$ r + _ - + 414GROUND x.28% w 412 wl : a - I 4 12 410 4Z- L -3L`4-_— 410 408 PROP°NORTH FLOWLNE 408 0.52$ T m ¢1 PROPOSED NWtilf 406 - FLWWUNE __ $ __ _ _ - _-_ 406 I I I o i i , � I _-. 404 - - - - - -- - 04 4 r , 402 -- - - - _ i - -- i -- --- L - - _. _ 1 .. - -- 402 - - - - -- 10+50 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+50 IDENTICAL POINTS 424 --- - - - -- --- - --- - --- - -- 424 I 422-1------- N - 422 420 420 418 �- - - -- - - W. g I i 418 -- 1 r o wN r > �a r� f 416 m- 414 414dFPRORN TE EASTING GRpcT Bo.2c -7- 412412 ---10410PROPo-oSur 408 I - -- - - - 408 4 + PROPOffO SOUTH I ' 406 I I ' 1 406 404 404 10+25 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+50 LEGENDONT.): LEGEND (CONT.): CONSTRUCTION NOTES: EASEMENT LEGEND ABBREVIATIONS RI -1 FURNISH & INSTALL TRAFFIC SONS PER C.O.B. SM, T-19: SECTION ° -®- "Ri-1' -STOP 7. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND O7 CONSTRUCT TWE "8" CURB & WT1F.R PER C.O.B. STD ST -I Q 30' 1NOE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF FL FLOWJNE POVC POINT ON VERTICAL WRVS "RB -1' -ONE WAY "S5--2' - END SCHOOL ZONE _ _ s _._ _ A SECTION BESIGNARN SEWER DETAILS. KERN COUNTY LAND CO. FILED MAY 2, 1894 CL CENTERLINE BVC BEGIN VERTICAL CURVE "0031 CA " - END 2 CONSTRUCT 4.5' (LOCAL STREETS)COMBNATION SIDEWALK PER C.O.EL STD DET. ON SHEET 14. `R5-1" - DO NOT ENTER ( ) 2 50' WIDE PACIFIC GAS &ELECTRIC CO. TOWER LINE EASEMENT PER ELEV ELEVATION EVC END VERTICAL CURVE "R28 CA - - NO PARKING ANYTIME "W14-1" - DEAD END SHEET Y5&RE 2 LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER r Q B.G.R. BEGIN MRS RETURN PI POINT OF INTERSECTION ( W14-2" - NO OUTLET SECTION IS SHOWN LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL 3 INSTALL STREET SIGN PER C.O.S. STANDARD DETAIL T-1. BK. 6191, PG. 1057 OTR (APPROX. LOCATION) SCALE: 1 " = 50' 'R3 -5R - RIGHT TURN ONLY RB7 CA BIKE LANE CURVE NUMBER FOR CURVE DESCRIPTION A.C. FOR LOCAL STREETS STREETS TO BE TWE 'B". O E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7° -KEEP RIGHT " ( )" ' 4 CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. ARBA, 2002 CASE "A" © 50' WIDE PACIFIC GAS &ELECTRIC CO. TOWER LINE EASEMENT PER 50' 25° O° 50° 700' EBC BEGIN C END CURVE C POINT FCOMPOUND CURVATURE --- O STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS (f ITEM OF WORT' _ SEE SCHEDULE 3. €TCHART ROAD - PAVEMENT TO BE 0.30' TYPE "A" &C. OVER ® CONSTRUCT 6' BOCK WALL PER WALL UNSTRUCTION PLANS. BK' 1496, PC* 429 AND BK. 5177, PG. 2250 BOTH 0.R. PIVC POINT OF INTERSECTION 7P TOP OF PAVEMENT ® STORM DRAIN MANHOLE - REFER 10 SEWER It STORM DRAIN PLANS O.W AGGREGATE BASE 1 TAPER NUMBER -SEE TABLE COMPACTED TO 95%% RELATIVE ODENSITY PER C.O.B. STD. STT -9. ® SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. TED O.G. TO BE® BK. 496, PG. 8V VYIDE ° 429FIC �AND ON, 5177, PG. TOYER50 BOTH O.R. ASEMENT PER OF VERTICAL CURVE GB GRADE BREAK ®U STORM DRAIN JUNCTION BOX - REFER TO SEWER & STORM DRAIN PLANS P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE 'A' A.C. OVER 7Q NOT USED © 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PAL PROPERTY LINE A.P. ANGLE PONT CONSTRUCT TYPE "A' CATCH BASIN WITH S5' OPENING PER PG. 190 AND BK. 6877, PG. 7119 BOTH O.R. (TO BE RELOCATED). C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 4—UTILITY.- SIZE COM AGGREGATE BASE OVER 7.20' COMPACTED O.G. TO T 8 CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET ON SHEET Y. E.P. EDGE OF PAVEMENT C/G CURB AND CUTTER 4"W UTILITY: CGAPAC7ID TO 95% RELATIVE DENSITY PER G.O.B. STD. ST -9. � 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY EXISTING SURVEY MONUMENT Q FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -93. —' S SEWER - REFER TO SEWER & STORM DRAIN PLANS W -WATER D -DRAIN PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATI0H © COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. G --GAS IRF; -IRRIGATION 5. COFFEE ROAD -PAVEMENT TO BE 0.45 TYPE " ATG OVER piH_02ALKYp, r ® SEWER MANHOLE -REFER SEWER & STORM DRAM PLANS. g_R 7.35' AGGREGATE BASE OVER 0.70' COMPACTED D.C. O.G. TO BE e A 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER + FURNISH & INSTALL STREET SIGN PER GOA STD. T-1. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 1D EXISTING UTILITY POLE TO BE RELOCATED, VOLUME 29, PG. 104 OF THE MINUTE BOOKS (00. RD. 719) A� CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WANDS 6. ALL CATCH BASINS TO BE TYPE "A` WITH 3.5' OPENINGS PER 99 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STB ST-5(COLLECTOR/ARTERIAL) ® CITY OF BAKERSFIELD STREET RIGHT--OF-WAY PER DOC. NO. i FURNISH &INSTALL METRO STREET SIGN PER G0.$. STD. T-7. PER 110.8. STD. ON SHEET 7 . GO.B. STD. D-14, UNLESS NOTED OTHERWISE. 000216099245, O.R. 12 FUTURE TYPE "M" CURB PER C.O.B. STD, DET. ST -2. �- FURNISH &INSTALL MEET PECIA L ROVISI800 LUMEN PER C.0.8, 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. Q CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. STD. ST -23 AND SPECIAL PROVISION 7-86-10. -- '-"-_---- TRACT BOUNDARY 73 FURNISH & INSTALL CHANNELJZFRS AND SIGNS PER C.D.B. STD. DEL T-2. 000217112424, O.R. Know what's bel®W. COORDINATE APPLICATION 00 RELOCATION WITH CITY. -e FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. r PHASE BOUNDARY94 PROPOSED 30' IRRIGATION LINE PER SEPARATE PLAN. ® 20' NIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. Call before you dig. ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. B. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE NO. 000217112425, O.R. - EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - CENTERLINE BOUNDARY {WTHN THE TRACT IF ADJACENT PHASE IS NOT FURNISH AT INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & •A ✓ EDGE OF PAVEMENT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE 15 T-34. ® CITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. SN NTH CONSTRUCTION OF ADJACENT PHASE. 000217010446, O.R. I� ----- INTERCONNECT CONDUIT T8 INSTALL MARKERS �FRTRACT 7284 GFFS?E IMPROVEMENTS ARE CADE PER CALTRANS STANDARD PLAN ANOT CONS1RU31 CAT OR T0� © CITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER 1.1-6968 Ph 1 - 1( THE IMPROVEMENTS SHOWN HEREIN. VR DOC. NO. 217153620, O.R. CITY RECORDS NO: GJ L f i i LL -1 v� NqG F4 ° it _ aN M l o 23EL � Iz I 416 - -teS9Na zf�iF aN's- I i o NN. 416 414 --- - ®$ r + _ - + 414GROUND x.28% w 412 wl : a - I 4 12 410 4Z- L -3L`4-_— 410 408 PROP°NORTH FLOWLNE 408 0.52$ T m ¢1 PROPOSED NWtilf 406 - FLWWUNE __ $ __ _ _ - _-_ 406 I I I o i i , � I _-. 404 - - - - - -- - 04 4 r , 402 -- - - - _ i - -- i -- --- L - - _. _ 1 .. - -- 402 - - - - -- 10+50 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+50 IDENTICAL POINTS 424 --- - - - -- --- - --- - --- - -- 424 I 422-1------- N - 422 420 420 418 �- - - -- - - W. g I i 418 -- 1 r o wN r > �a r� f 416 m- 414 414dFPRORN TE EASTING GRpcT Bo.2c -7- 412412 ---10410PROPo-oSur 408 I - -- - - - 408 4 + PROPOffO SOUTH I ' 406 I I ' 1 406 404 404 10+25 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+50 LEGENDONT.): LEGEND (CONT.): CONSTRUCTION NOTES: EASEMENT LEGEND ABBREVIATIONS RI -1 FURNISH & INSTALL TRAFFIC SONS PER C.O.B. SM, T-19: SECTION ° -®- "Ri-1' -STOP 7. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND O7 CONSTRUCT TWE "8" CURB & WT1F.R PER C.O.B. STD ST -I Q 30' 1NOE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF FL FLOWJNE POVC POINT ON VERTICAL WRVS "RB -1' -ONE WAY "S5--2' - END SCHOOL ZONE _ _ s _._ _ A SECTION BESIGNARN SEWER DETAILS. KERN COUNTY LAND CO. FILED MAY 2, 1894 CL CENTERLINE BVC BEGIN VERTICAL CURVE "0031 CA " - END 2 CONSTRUCT 4.5' (LOCAL STREETS)COMBNATION SIDEWALK PER C.O.EL STD DET. ON SHEET 14. `R5-1" - DO NOT ENTER ( ) 2 50' WIDE PACIFIC GAS &ELECTRIC CO. TOWER LINE EASEMENT PER ELEV ELEVATION EVC END VERTICAL CURVE "R28 CA - - NO PARKING ANYTIME "W14-1" - DEAD END SHEET Y5&RE 2 LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER r Q B.G.R. BEGIN MRS RETURN PI POINT OF INTERSECTION ( W14-2" - NO OUTLET SECTION IS SHOWN LOCAL STREET PAVEMENT SECTION TABLE ON SHEET 7. ALL 3 INSTALL STREET SIGN PER C.O.S. STANDARD DETAIL T-1. BK. 6191, PG. 1057 OTR (APPROX. LOCATION) SCALE: 1 " = 50' 'R3 -5R - RIGHT TURN ONLY RB7 CA BIKE LANE CURVE NUMBER FOR CURVE DESCRIPTION A.C. FOR LOCAL STREETS STREETS TO BE TWE 'B". O E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7° -KEEP RIGHT " ( )" ' 4 CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. ARBA, 2002 CASE "A" © 50' WIDE PACIFIC GAS &ELECTRIC CO. TOWER LINE EASEMENT PER 50' 25° O° 50° 700' EBC BEGIN C END CURVE C POINT FCOMPOUND CURVATURE --- O STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS (f ITEM OF WORT' _ SEE SCHEDULE 3. €TCHART ROAD - PAVEMENT TO BE 0.30' TYPE "A" &C. OVER ® CONSTRUCT 6' BOCK WALL PER WALL UNSTRUCTION PLANS. BK' 1496, PC* 429 AND BK. 5177, PG. 2250 BOTH 0.R. PIVC POINT OF INTERSECTION 7P TOP OF PAVEMENT ® STORM DRAIN MANHOLE - REFER 10 SEWER It STORM DRAIN PLANS O.W AGGREGATE BASE 1 TAPER NUMBER -SEE TABLE COMPACTED TO 95%% RELATIVE ODENSITY PER C.O.B. STD. STT -9. ® SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. TED O.G. TO BE® BK. 496, PG. 8V VYIDE ° 429FIC �AND ON, 5177, PG. TOYER50 BOTH O.R. ASEMENT PER OF VERTICAL CURVE GB GRADE BREAK ®U STORM DRAIN JUNCTION BOX - REFER TO SEWER & STORM DRAIN PLANS P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE 'A' A.C. OVER 7Q NOT USED © 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PAL PROPERTY LINE A.P. ANGLE PONT CONSTRUCT TYPE "A' CATCH BASIN WITH S5' OPENING PER PG. 190 AND BK. 6877, PG. 7119 BOTH O.R. (TO BE RELOCATED). C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 4—UTILITY.- SIZE COM AGGREGATE BASE OVER 7.20' COMPACTED O.G. TO T 8 CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET ON SHEET Y. E.P. EDGE OF PAVEMENT C/G CURB AND CUTTER 4"W UTILITY: CGAPAC7ID TO 95% RELATIVE DENSITY PER G.O.B. STD. ST -9. � 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY EXISTING SURVEY MONUMENT Q FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -93. —' S SEWER - REFER TO SEWER & STORM DRAIN PLANS W -WATER D -DRAIN PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATI0H © COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. G --GAS IRF; -IRRIGATION 5. COFFEE ROAD -PAVEMENT TO BE 0.45 TYPE " ATG OVER piH_02ALKYp, r ® SEWER MANHOLE -REFER SEWER & STORM DRAM PLANS. g_R 7.35' AGGREGATE BASE OVER 0.70' COMPACTED D.C. O.G. TO BE e A 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER + FURNISH & INSTALL STREET SIGN PER GOA STD. T-1. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 1D EXISTING UTILITY POLE TO BE RELOCATED, VOLUME 29, PG. 104 OF THE MINUTE BOOKS (00. RD. 719) A� CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WANDS 6. ALL CATCH BASINS TO BE TYPE "A` WITH 3.5' OPENINGS PER 99 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STB ST-5(COLLECTOR/ARTERIAL) ® CITY OF BAKERSFIELD STREET RIGHT--OF-WAY PER DOC. NO. i FURNISH &INSTALL METRO STREET SIGN PER G0.$. STD. T-7. PER 110.8. STD. ON SHEET 7 . GO.B. STD. D-14, UNLESS NOTED OTHERWISE. 000216099245, O.R. 12 FUTURE TYPE "M" CURB PER C.O.B. STD, DET. ST -2. �- FURNISH &INSTALL MEET PECIA L ROVISI800 LUMEN PER C.0.8, 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 73 FURNISH & INSTALL CHANNELJZFRS AND SIGNS PER C.D.B. STD. DEL T-2. 000217112424, O.R. Know what's bel®W. COORDINATE APPLICATION 00 RELOCATION WITH CITY. -e FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. r PHASE BOUNDARY94 PROPOSED 30' IRRIGATION LINE PER SEPARATE PLAN. ® 20' NIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. Call before you dig. ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. B. 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 {WTHN THE TRACT IF ADJACENT PHASE IS NOT FURNISH AT INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & •A ✓ EDGE OF PAVEMENT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE 15 T-34. ® CITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. NO. SN NTH CONSTRUCTION OF ADJACENT PHASE. 000217010446, O.R. I� ----- INTERCONNECT CONDUIT T8 INSTALL MARKERS �FRTRACT 7284 GFFS?E IMPROVEMENTS ARE CADE PER CALTRANS STANDARD PLAN ANOT CONS1RU31 CAT OR T0� © CITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER 1.1-6968 Ph 1 - 1( THE IMPROVEMENTS SHOWN HEREIN. VR DOC. NO. 217153620, O.R. CITY RECORDS NO: k' --t k }i J7 s#: J0 `l- -B /CATCH BA T STA 9+71.10 1 S STA 9+25.58 I P.R.C. } STASTA9+ .35 STA. 8+88.99 _ 5 STA. 8+75.2. .Ly ttL s R I I ,n RADIUS n W 41 CI 1 Y' 40 `fl 4 39 wloo .Ly ttL s R I I ,n RADIUS n W DELTA CI 1 wAY 1858y1 F1- 6.94' g 4 n ' 36 36 z_ooIz6 3U' 30" -4J tL1 tL1 Jli VLL TILT., CREEDS STRE 20.00' SEE SHEET 12 s 3 RADIUS n W DELTA CI 1 Ico 6.94' g 4 n .B SEE SHEET 15 J -4J tL1 tL1 Jli VLL TILT., 99 20.00' 31.42' 3 1+ {1 x d y d< 2 i" -�L, I �L, D-.. 1 >�. 4 �9 o<`�!"w a + 90}} '1 5 BASALT STREET SEE SHEET 13 & 14 STA. 10+00.00 C.L. TO 15+56.80 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 2 CURVE RADIUS AVON STREET ETCHART ROAD DELTA CI 35.00' 13.70' 6.94' 222535' C2 84.00' 197.70' SEE SHEET 15 °\ C3 O a m� W1 illl I Iii & S 1L TILT., C4 20.00' 31.42' `#1 `# z r l LL DRIVtri,AY \\ aJ 43�� I . TA 16+5 -37, EL J"- vi 6 TA 16+69.35_r1_-__ PR.C. ! i lol R 5 $ m ~JJ STA 16+67.81 F.L 4zS$ z$g 5 I �i Iii JJ s< .E 5 Ig 77t 3 a � I 2V } . STA 15+76.80 C:L 100.40 RT = STA. 16+81.51 F.L 9 07_^ n�rrt 42 ` M AVON STREET fI SEE SHEET 15 ii1 ei, ai mH r"iI t 20` 20' ; I -�, 48 $ F� �R/W K. BASALT STREET SEE SHEET 13 & 14 STA. 10+00.00 C.L. TO 15+56.80 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 2 424 ,- 424 s CURVE TABLE CURVE RADIUS AVON STREET ETCHART ROAD DELTA CI 35.00' 13.70' 6.94' 222535' C2 84.00' 197.70' SEE SHEET 15 °\ C3 O a m� W1 illl I Iii & S 1L TILT., C4 20.00' 31.42' `#1 `# z r l LL DRIVtri,AY \\ PHASE I . TA 16+5 -37, EL J"- vi i 1 TA 16+69.35_r1_-__ PR.C. ! i lol STA 15+79.45 C.L. 87.0.5 RT. = 5 $ m STA 16+67.81 F.L 40 5 1 6 �i Iii E.C. 5 Ig 77t 3 a � I 2V } . STA 15+76.80 C:L 100.40 RT = STA. 16+81.51 F.L 9 I 4 5' M AVON STREET SEE SHEET 15 424 ,- 424 s CURVE TABLE CURVE RADIUS AVON STREET ETCHART ROAD DELTA CI 35.00' 13.70' 6.94' 222535' C2 84.00' 197.70' SEE SHEET 15 SEE SHEET 17 C3 35.00' 54.98' 35.00' TILT., C4 20.00' 31.42' 20.00' 90'00'00' PHASE ! i lol n ! m 37 Ili 9 4 5' M 8 ; I -�, 48 $ F� 5'' 1 5 13 3�a w a 2 2 b s <� 36 �� 30' 30' $,� 10 :t;t z >� (� mdd I.� H tipp cppi �I Jdd m , < dci �00 0 z7. ' 4 1200 i 1 35 u�i v°-, 10+ N0048 _l"E 26' it+� - $ 12+00 4 F F ,. I n H TRAQT BOUNDARY 34 g II MM m a OJ 0 � O. U4i ULL , o 1 �j�� g I_ ZO -' 33 r ti I 1 ! i J 12��n !L- I w 1 20' 20' ' 1!' i 11 T-' ((''�T 5 _ A r I 45a" 1 46 1 m O W a 30'1 30' 0 -9 1 t+. N W m S AVON STREET ETCHART ROAD a SEE SHEET 15 SEE SHEET 17 m S AIS WAY STA. 10+00.00 G.L. TO 12+00.26 C.L, - a SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 424 ,- 424 s CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CI 35.00' 13.70' 6.94' 222535' C2 84.00' 197.70' 20206' 13431'11' C3 35.00' 54.98' 35.00' 90100'00' C4 20.00' 31.42' 20.00' 90'00'00' 412 :-_ "� .. .-_ �- -__- -- --- ---, + -_._ ._. - - _•- . --_.. r-_ $ - - --- ' - _. �'^ _ 412 ! o 414 �= 1 414 41O MEX Si G 410 6APpRO%ESTNG AL-�N 412mJ 412 _ 408 g- 410 - - - s=D.zsx _ - acWSTRUDr 408 s<7 410 406 s a z5x _ s o.z5x __ L�- - 406 PR(1POSED Wk9T FLOWA!YNE 406 404 r_.. . _. , _.__ .__ -.._ CON51RU6TMkTH PHASE -a - WITH PHASE 8- ._ _. ..-. __ _ - - 404 otEO MEST - PROPOSED WEST FL01I INe I- ` - - 406+ �� - - hD 406 402 r- _ . _ - - -- - 402 404 L_- � 404 400 __ ! -- --- -- - - - 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 aza 420 424 424 - -; M1 m M1 m w 422 L + 422 416 -- -- - �<� -- - - - - - - 4aa 416 - -' -- -a'a - Y:-. a a - °�° 416 42 --- 420 s_� f 0 416 a i aPnr : ; e ~ -o _ --- 41 8 414414 m 416 412 _412 9 $ 8 414 R ' 414 410 8 + 410 APPROXIMATE STING NAPPROX APPROXIMATE EXISTING CN0 L_ NG an d J rr m 412 1D ® C 408APPROXWAIE E5 412 ND9CIL 406 _ __ - - zt 64.9s L=31.. ' t�342410 i 410 406 CONSTRU 44 LPROPOSEO EAST FY.OYAXdE- CONSTRUCT YRn1. __. �y Psy,�__ j $ 0.25x -_._.. PHASE 8CT 1Wni ,. 404 406 i._ ---.. f PROPOSED "EAST fLOVARiE !! 406 v PHASE 406 402 ' - - _ -- - y ! PRaPosm EAST FLOWUE W 402 �4 400 - 400 10+25 11+00 11+50404 10+00 11+00 12+00 13+00 14+00 15+00 15+75 LEGEND ONT.: LEGEND (CONT NOTES: CONSTRUCTION NOTES: EASEMENT LEGEND ABBREVIATIONS R7-1 FURNISH & INSTALL TRAFFIC SIGNS PER 000IL STD, T-19: SECTION -�- 'R1-1 STOP 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND �9 CONSTRUCT TYPE °B" CURB & GUTTER PER C.O.B. SID ST -1 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF R. FLtlTW1NE POVC pOM7 (N VERTICAL f%/RYE "R6-1' - ONE WAY `55-2' - END SCHOOL ZONE _ __ _._ _ SECnOtN DESIGNATION SEWER DETAILS KERN COUNTY LAND CO. FILED MAY 2, 1894 Ci CEN1ERiINE BVC BEGIN VERTICAL WRVS 'W31 CA' - END 2 CONSTRUCT 4.5' (LOCAL SiREETS)<'AMBINAnON SIDEWALK PER C.O.B. STD DET. ON SHEET 14, 50. WIDE PACIFIC GAS & ELECTRIC CO. TOWER LINE EASEMENT PER ELEV ELEVATION EVC IAD VERTICAL WRVS 1i9-1' - DO NOT ENTER 'Wi4t Y°) DEAD END SHEET WKME 2 2. LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER ZQ 'R16(CA' - NO PARKING ANYTIME ° INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-/. BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION -R3 NIR - RIGHT TURN ONLY WM (CA - RO LANE SECIpN 9wmN LOCAL STREET PA`&MENT SECTION TABLE ON SHEET 7. ALL E.G.R. END CURB RETURN PRC PONT OF REVERSE CURVATURE "R4-7" - KEEP RIGHT "261{CA)" -!TIKE TINE @ CURVE NUMBER FOR WRFC DESCRIPTION AC. FOR LOCM. STREETS STREETS TO BE TYYPE 'B". �4 CONSTRUCT HANDDAP RAMP PER CALIRANS STANDAR PLAN R.SF. A88A, 2002 CASE 'A' 50' WIDE PAC. 4 GAS & ELECTRIC , CO. TOWER LINE EASEMENT PER EIC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE _ _ p STORM DRAIN - REFER TO SEWIIt & STORM DRAIN PLAINS &4 1496, PG. 429 AND BK. 5177. PG. 2250 BOTH O.R. EC END CURVE TC TOO OF CURB ITEM OF WORK - SEE SCHEDULE 3. ETCHART ROAD - PAVEMENT 0. BE 0.36° TYPE "A' A.C. OVER Q CONSTRUCT 6' %DCI WALL. PER WALL CX)NSRIYCnOIR PLANS. STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS � 0.80' AGGREGATE BASE OAR 0.50' COMPACTED 0.G. TO 8F'. ® 80' WIDE PACIFIC GAS & ELECTRIC CO. TOWER LME EASEMENT PER PIVC POINT CE AL CUR INTERSECTION TP TCW OF PAVEMENT 01 TAPER NUMBER - SEE TABLE COMPACTED TO 95% RELATIVE DENSITY PER CALL STD. ST --9. © SAWCUT EXISTING EP, PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. ON. 1496, PG. 429 AND 8K. 5177, PG. 2250 BOTH O.R. OF VE ON C CURVE GB GRADE BREAK STORM DRAIN JUNCTION BOX -REFER TO SEVER &STORM DRAIN PLANS P.O.C.LPONT RT CURVE R/IP RIGHT-OF-WAY 4. SNOW ROAD -PAVEMENT TQ 8E 0.45' TYPE 'A' A.C. OVER NOT USED 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE O.R.EASEMENT PER TE ). PAL PROPERTY LINE AP, ANGLE PANT `"� CONSTRUCT TYPE °A' CATCH BASIN WITHHER ISE OPENING PER 0.85' AGGREGATE BASE OVER 1.20' COMPACTED O.G TO BE © PG. 190 AND 8K. 6877, GIG. 1119 DOTH O.(TO BE RELOCATED). C.O.B. STD. D-94, UNLESS NOTED OTHERWISE W FIFE GI2E ©CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. OST. ON SHEET 7. E.P. EDGE OF PAVEMENT C/o CURB AND GUTTER ;•W UTILITY. COMPACTED TO 95x RELATIVE DENSITY PER CO.B. STD. 5T--9. ® 10' 'WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY OO FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. '-`- ' S SEWER - REFER TO SEWER At STORM DRAIN PLANS Ill D -DRAIN PAINT 92' UNIT LME USING THERMOPLASPC PANT PER CALTRANS STANDARD SPECIFICATION COMMUNICATION EASEMENT PER BK. 772, PG. 434 O.R. G -GAS RR -IRRIGATION 5. COFFEE ROAD - PAVEMENT TO BE 0.45' TYPE 'A' A.C. OVER 9 PTH-02ALKYO. Q11 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' WADE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER + FURNISH & INSTALL STREET SIGN PER C.O.& SID. T-1. SEWER OEANWT - REFER TO SEWER & STORM DRAIN PLANS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 90 EXISTING UTILITY POLE TO BE RELOCATED. VOLUME 29, PG. 104 OF THE MINUTE BOOKS. (CO. RD. 719) CONSTRUCT 16' BOTTOM WIDTH DRIVEWAY W/3' WINGS 6. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER 19 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTOt/ARTERIAL) CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. FURNISH & INSTALL METRO STREET SON PER C.O.B. STD. T-4. v.., A PER C.O.D. SID. ON SHEET 7 . C.O.B. STD. D-14, UNLESS NOTED OTHERWISETURE TYPE 000216099245, O.R. '-�- FURNISH &INSTALL STREET UOM7-5800 LUMEN PER C.O.B. 7. ALL POWER PEES TO BE RELOCATED UNDERGROUND. CU "M' CURB PER C.0.8. 574. afT. ST -7 Q CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. N0. STD. ST -23 AND SPECIAL PROVISION 7-86-10, - •- _ �._ _ _ �. _ _ ..� TRACT BOUNDARY COORDINATE APPLICATION CE RELOCATION WITH CITY. 13 FURNISH & INSTALL. CHANNEUffitS AND SIGNS PER D.O.S. STD. DEL T-29. 000217112424, O.R. -�- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. PHASE BOUNDARY 94 PROPOSED 30' IRRIGATION LINE PER SEPARATE PLAN. A 20' WADE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. $T-23 AND SPECIAL PROVISION 7-86•-10 UNLESS OTHERWISE NOTED. - -- ��,E R. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE NO. 000217112425, O.R. EXISTING STREET EIGHT PER SEPARATE APPROVED STREET PLANS --- - -� - - - BOUNDARY VA SIMULTANEOUSLY.TRACTIREMOVE AND ISNOT ;F TRF. Y5 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & A CITY OF BAKERSFIELD FLOWAGE &DRAINAGE EASEMENT PER DOC. N0. EDGE CE PAVEMENT SIGN NTH CONSTRUCTION OF ADJACENT PHASE. 7� 000217010446, O.R. -lc-- INTERCONNECT CONDUIT INSTALL TYPE IN BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA SON AND 16 OM4-3 MARKERS IF TRACT 7264 OFFSTHE IMPROVEMENTS ARE NOT CONSTRUCTED OR TO A CITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER THE IMPROVEMENTS SHOWN HOWN. DOC. NO. 2171&%26, O.R. CONSTRUCT WITH PHASE 7 t7 INSTALL TYPE IN BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SOR AT PHASE/TRACT BOUNDARY. REMOVE & SALVAGE WITH THE CONSTRUCTION OF ADJACENT PHASE SCALE: 1" = 50' 50' 25' 0' 50' 100' i Know what's below. Call before you dig. REMAiNDER PARCEL PER � LCT 14 � LOT 15 P.M.W. No. 712 7 SALES MAP ®F LANDS OF SALES MAP CF LANDS ®F TRACT NDARY INTERSECTItN-1 STA. 29+81. C. A 22+01.33 CL ETGNART+01.33 ROA STA. 76+65.35 C.L 6.9 R A BK. 5862, PG. 291 C.R. � // LINETOBE �� KERN D{�� LAND �0. 3 STA 92+00.26 CL VAL WAY CL � KERN COUNTY LAND CO. �. I- STA. 29+81.55 CL 6.00 R. I (£-W AND SECIKW UNf - N 9837'51" Wi _ I .. TRACT BOUNDARY _ - - PROPOSED EDGE (`.. PROPOS,D EDGE .. - STA. 16+69.2 .1- .17+40 58+00..(\- OF PAVEMENT .19100 20+00 21+00. 22+00 P.. 23+00-.25.r0O 26+00 PAVFkENT 27+00 .28+00 -� 29+00 _ 3$+60 omw.i�w S8854'35°E 540.01' �- �mn Aanm sprw�sam..�. _ 5884' ii`E 780.15 i a - _. - _ _ m-m-®m-mYmm m ry MI " 1 55 TO BE CONSiRUC7EDy 7H PHA 7 !e TEMPORARY FT:OWAGE& -16 ....I 9a :m-mo-maaFmm ea sw-®.m-sae®®-mw®+00 A ENT -vm DRAINAGE EASEMENT PER DEPAIL 22(T) T _ r .s \DETAIL 27(8) TO BE CONSTRUCTED N11H PHASE 7 TRACT BOUNDARY/SALESAAP UNE/STREET CENiERUNE -� DETAIL 27(B) DETAIL 22(T) w � #®ma-m�a�®a-a�<t�ma ins-mm-®rm COB DOL#M17018635, i 57' `� "' "�' -90 95 N .0 4 C 1 51 i- t- - _ 1._-....- I I Io I 97 UNE TO B -E -t .. �, - ^ _ EXISTING IRRiGATiG IXC.' � __ =•__ - ,7 -.. N - _"OIL - .� 1 t t 3 C' I& a REMOVED v - Q g I I I I d 1 I 1 1 1 s i TEMPO RARY SUMP m o-; ' 6 1 7 8 9 E 10 m a $, I i I 1 1 I I f g I $ �� 2 GD !{ `, 611 12 13 14 15 16 17 18 19 20 21 I 22 W VOL REQ'D: 0.12 AC -Fi 1 I I i i� i'. m ` `a� f OM 2 F VOL PROV: 0:52 AC -FT 000 g v Jm1 ++ I �,.; pct ? T`W 1.5' DEEP -NO FENCE MO. � 9 � n � � <c � 1 5 t � m q �_ I « ti � au � i I ! 1 1 1 1 1 9 � �I I ,A J � Y W v 2' vim m I !I�nv1ll I "5 wan {lT (��t r/�yny b5Ar 3 `� �4 17' Ii i i i!{ate ++ c� z' z�' t+ `+ ! I ��.I�! ¢_z-�W'� `V 1 I TVI t G_V� ® c��m m `� 1 I 7 � � 4 F 'C 7264 sv i � I U�NN Q 1 f 1 P 6 l 1 I 1 i5aal i r ��W ^P + \ ° �a ab' II 1 t 1 I e 1 I ami tt as ada P] 7'7 i � m N! I I I I I `n Y PHASE 6 I vAiL WAY SEE SHEET 96 STA. 16+61.32 C.L. TO 29+81.48 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 426 424 422 420 418 416 414 412 410 408 406 404 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Ci 30.OD' 46.98' 29.85 89'43'02' C2 30:00' 47.27' 30.15' - _ 9016'58" rL L d� ml 2:1 MAX SLOPE --I 2.0% MIN. I_ - 2.49, MAX. R/W P/L �2' FOOTING EASEMENT PER THE FINAL MAP i 1 426 424 422 420 418 N 416 414 412 410 408 406 404 30+K`K% I-9 5 SCALE: 1" = 50' 50' 25' 0' S0` 100' Know. what's below. Cal before you dig. 1.1-6968 Ph 1 - 10 CITY RECORDS NO: EXISTING M (O 11 12.0%aim Z s> =40G.�BAS m N m Q � T.I =6.0 N U � a O "R' VALUE=31 3 ^ . W O v < Q V) N W COMPACTED TO 95% yy C m tt ETCHART ROAD € f U STA 16+61.32 TO 27+86.55 A +F i SCALE: 1 = 10' (HORIZ) 17 LEGEND (CONT -1 LEGEND (CONT.): CONSTRUCTION NOTES: EASEMENT LEGEND ABBREVIATIONS rn RI -1 -�- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-99:CiION 'R1-5' - STOP 'S5-2" � A 1. SEE SETTER AND STORM GRAIN PIANS FOR STORM DRAW AND O CONSTRUCT TYPE 'B' CURB & G nER PFR C.O.B. STD ST -9 Q 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF FL FLOWUNE PGVC PONT ON VERTICAL CURVE 'R6 -i' -ONE WAY - END SCHOOL ZONE "W31(CA}" _ _ - _ _ _ _ SECTION DESIGNATION SEWER DETAILS. 0 M 4.5' L STREETS OMo��ATION SIDEWALK PER C.O.B. STD DET. ON SHEET 14. CONSTRUCT(GOAL )STANDA KERN COUNTY LAND CO. FILED MAY 2, 1894 CL CENTERLINE EVC CURVE "RS -1' - DO NOT ENTER -END 2 2. STREETS FOR © 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER ELEV END ELEVATION EVC END VERRCAL CURVE VERTICAL 'R26(CA " - NO PARKING ANYRME ,*n�1° DEAD END SHEET WHERE 5 910VKI LOCAL - PAVEMENT LOCAL TO BE PER LOCAL STREET PAVEMENT SECTION TABLE 21 SHEET ALL /Z INSTALL STREET SIGN PER C.O.S. STANDARD DETAIL T -f. BK. 8191, PG. 1057 O.R. (APPROX. LOCATION) B.C.R. BEGIN CURB RETURN PI PONT OF INTERSECTION Z NO °R3- - RIGHT TURN ONLY *04-2" - NO OUTLET J ON 7. 'B'. V CL W wZ E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE =WHO® "R4-7' - KEEP RIGHT hR81(CA)" LINE O CURVE NUMBER FGR CURVE DESX21P71ON V AC FOR LOCAL STREETS STREETS TO BE TYPE ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A86A, 2002 CASE "A' ® ACIFIC TOWER LINE EMENT PER WDEK. EC BEGIN CURVE PCCPOINT OF COMPOUND CURVATURE _- _ _ o STORM DRAIN - REFER TO SEWER & STORM GRAIN PLANS ITEM OF WORK - SEE SCHEDULE 3. ETCHART ROAD - PAVEMENT TO BE 0.30' TYPE 'A' A.C. OVER O = CONSTRUCT B' BLOCK WALL PER WALL. CONSTRUCTION PIANS. B50' 4 AND BK. 51T PG,00. 1496, 2250 BOTH O.R. EC PITC END CURVE TC TOP OF CURB PONT SECTION TP TOP OF PAVEMENT ® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS OOMPA07EDE TO 95% RELATIVE DENSITY PER AC O.B. SID. 9. �$ SAWWT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. 4 TOWER LINE BK. 1496 PPG. 429 AND ON. 5177, CO. 2250 BOTH O.R. EASEMENT PER c 11CAL C i TAPER NUMBER - SEE TABLE O .ST W Ir OF VERTICAL CURVE GB GRADE BREAK ® STORM DRAIN ,EMICTION BOX -REFER TO SEWER &STORM DRAIN PLANS P.O.C. PONT ON CURVE - R/W RIGHT-OF-WAY 'A' 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. OVER O NOT USED � 16.5' WIDE CHEVRON ECA. PIPELINE EASEMENT PER PA PROPERTY UNE AP. MOLE PONT � CONSTRUCT TYPE CATCH BASIN WITH 3.5' OPENING PER {-FIFE SIZE 0.65 AGGREGATE EASE OVER 1.20' COMPACTED O.G. TO 9 STD. DET. ON SHEET 7. TE )2271, PG 190 AND BK. 5877, PG. 1119 BOTH O.R. TO BE RELOCATED). . 6 7, PG. E.P. EDGE OF PAVEMENT C/C. CURB AND CUTTER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE 4 W UTILITY: COMPACTED TO 95% RELATIVE 21NStt PER C.O.B. SID. ST -9. O CONSTRUCT SINGLE FAMILY RESIDEINTIAL DRIVE APPROACH PER C.O.B Q 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY ® FURNISH & INSTALL SURVEY MONUMENT PER C.BB SN: 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 Q PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD 9'ECIFlCATION a COMMUNICATION EASEMENT PER BK. 172. PG. 434 O.R. EXISTING SURVEY MONUMENT SEVER MANHOLE - REFER SEWER & STORM BRAIN PLANS. G -GAS IRR -IRRIGATION 1.35' AGGREGATE BASE OVER 0.70' COMPACTED O.G. TO BE PDI-02ALKYD. g_SEWER e A 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER + FURNISH &INSTALL STREET SIGN PER C.O.B. SVD. T-1. $' SEWER CLEANOUT - REFER TO SEWER &STORM DRAIN PLANS. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 10 EXISTING UTILITY POLE TO BE RELOCATED. VOLUME 29, PG. 104 OF THE MINUTE BOOKS. (CO. RD. 719) CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 6. ALL CATCH BASINS TO BE TYPE 'A' WITH 3.5 OPENINGS PER 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(CULECTOR/ARTERIAL) © CITY OF BAKERSFIELD STREET RICHT-OF-WAY PER DOC. NO. FURNISH &INSTALL METRO STREET SIGN PER C.O.B.: STD. T -i. PER C.C.B. STD. ON SHEET 7 . C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 9© FUTURE TYPE *M' CURB PER CA.B. STD. DET. ST -2 000216099245, O.R. -®- FURNISH & IPiSTALL STREET LIGHT -5800 LUMEN PER C.O.B. 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. ® Ott OF FIELD STREET RIGHT-OF-WAY PER DOC. N0. SM. ST -23 AND .SPECIAL PROVISION 7-86-90. TRACT BOUNDARY OCORDRIATE APPLICATION OF RELOCATION WITH OTY. 93 FURNISH &INSTALL CHANNEUZERS AND SIGNS PER C.O.B. STD. DET. T-29. 2424, 000217112424, O.R. -c' - FUR41SH & INSTALL STREET UGIT -9500 LUMEN PER CO.B.. SID. AL ...-. .. +.. , .. „".. ... ,_a. - PHASE BOUNDARY 14 PROPOSED 30 IRRIGATION LINE PER SEPARATE PLAN. � 20 WIDE CITY OF FIELD PUBLIC ACCESS EASEMENT PER DOC. ST -23 AND SPECIAL PROVISION 7-66-10 UNLESS OTHERWISE NOTED B INSTNINSTALLGN WIN SIGN OMh3 MARKER AT THE PHASE N0. 000217112425,, O.R. O.R. EASTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - CENTERLINE BOUNDARY NNSIMTHE TRACT IS NOT IF FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD, DEL T-33 & EDGE PAVEMENT CONSTRUCTED L REMOVE SALVAGE THE 7'5 © CITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOC. N0. O SIGN WITH CONSTRUCTION OF ADJACENT PHASE 000217010446, O.R. ----- is ------ - INTERCONNECT CONDOT 1$ INSTALL TYPE M 6ARRICCOE PER CALTRANS STANDARD PLAN A73C WITH W-39 CA SIGN AND OMh3 MARKERS P TRACT OFFSITE IMPROVEMENTS ARE NOT CONSIRUC RIOR TO © CITY BAKERMI IRREVOCABLE OFFER OF STREET DEGCATION PER THE IMPROVEMENTS SHOWN HEREIN. HERE DOC. N0. 217153620, O.R. N \J FURNISH & INSTALL STREET LIGHT 22000 LUMEN PER CITY OF BAKERSFIELD STANDARD. 426 424 422 420 418 N 416 414 412 410 408 406 404 30+K`K% I-9 5 SCALE: 1" = 50' 50' 25' 0' S0` 100' Know. what's below. Cal before you dig. 1.1-6968 Ph 1 - 10 CITY RECORDS NO: M (O Z s> m N m Q � N U � a O 3 ^ W O v < Q V) N W m yy C m tt € f U +F i z 0 rn 0 .- CO v c Z ~ J J CL W wZ W 4 =WHO® d = V e0i a '� Ne c Q INN a Z _ = ® t"7' h C L fW O = I-- Y 1• W c W Ir EX OVERHEAD POWER LINES TO REMAIN - - , . BRACT BOUNDARY STA. 29+81.48 C.L 29+00 - 194.76' 28+00 1 �.. TO BE CONSTRUCTED VAIN PHASE'7 LOT 16 SALES GAAP OF LANDS OF KERN MAT 16 -DETAIL 27(a) COUNTY LAND CO. STA. 38+03.88 GL 5.UU KI.\ 29+81.51 C.L. 5.00 RT. EX. ORCHARD LST& ER RDW (£-W A%9 SFCIRAV UNF - N BB57W - W) ... - 31+00 S88'54.31"E 86i, 60 32+00 - I 33+00 34+ 35+00 DETAIL 22 } ETCHART RD./TRACT BOUNDARY/SALESMAP ONE -„`:.y t C DETAIL 27(8) TO. BE CONSTRUCTED N1IN PHASE 7 - bli.-._�(-... PHASE 10 FUTURE PARK SITE STA. 29+81.48 C.L. TO 36+41.56 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 428 CURVE LEGEND CQONT.): LGEND LQQNT.1: ABBREVIATIONS C1 RI -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 29.86' 426 21 i 22 Z 424- �c _ _ _ _ _ A SECTION DESIGNATION x 2 Cfl EVC VERTICAL CURVE nip 'R5 -i" - 00 NOT ENTER 'W31(CA)* - END N W dai Iti. - - 420 `R26(CA " - NO PARKING ANYTIME "W14 -i" - DEAD END 410 .... -Q EXISTING B.C.R. -19 z zGROUNDMB PHA�E 9 i �� 418 - ®y E.C.R. CL OROTUND 0 flO�TWE -r f�N m�+ A ! BC X 'gIW __ U STORM DRAIN - REFER TO SEWER & STORM GRAIN PLANS ! Fay EC i 0 PIVC PHASE 10 FUTURE PARK SITE STA. 29+81.48 C.L. TO 36+41.56 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 428 CURVE LEGEND CQONT.): LGEND LQQNT.1: ABBREVIATIONS C1 RI -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 29.86' 426 FL Z 424- �c _ _ _ _ _ A SECTION DESIGNATION CL Cfl EVC VERTICAL CURVE nip 'R5 -i" - 00 NOT ENTER 'W31(CA)* - END 422 F, -EV - - 420 `R26(CA " - NO PARKING ANYTIME "W14 -i" - DEAD END 410 .... -Q EXISTING B.C.R. -19 z zGROUNDMB 0 APPROXIMATE EXISTING AAPP.... XIMATE PR 418 - - E.C.R. CL OROTUND 0 flO�TWE -r m�+ @ _- =--_-r=_ BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE __ U STORM DRAIN - REFER TO SEWER & STORM GRAIN PLANS 416 Fay EC CURVE TC TOP OF CURE UD 21 MAX. AOPE GROUND U1LL10 z -� .eM--j1m w.u=i 30+00 :S 45' TO 50.78' n 34' TO 39.78' 2.0% MIN, 2.4% MAX. 31+00 R/W PA I I ! x0.30' A.C. PAVING T.I. = 6.0 1 0.80' AGO. BASE 9 "R" VALUE = 31 L DSO COMPACTED SUBGRADE COMPACTED TO 95% ETCHART ROAD STA 27+86.55 TO 29+81.58 rA-'� SCALE 1" = TO' (HORIZ) 1W 32+00 33+00 g 7 FOOTING EASEMENT h PER THE FINAL MAP �I2:1 MAX. SLOPE m PAD ELEV. - T ADO NOTES: A. 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 8E TYPE W. 3. ETCHART ROAD - PAVEMENT TO BE 030' TYPE "A" A.C. OVER 0.80' AGGREGATE BASE OVER OW COMPACTED O.G TO DE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9, 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE 'A" AC OVER 085' AGGREGATE BASE OVER 1.20 ODMPAC10 O.G. TO BE COMPACTED TO 952 RELATIVE DENSITY PER GO.B. STD. ST -9. 5. COFFEE ROAD - PAVEMENT TO BE 045' TYPE 'A' A.C. OVER 1.35' AGGREGATE BASE OVER 0.70 COMPACTED O.G. TO HE COMPACTED TO 95% RELATIVE DENSITY PER GO.B. STD. ST -9. 6. ALL CATCH BASINS TO BE TYPE 'A" NTH 3.5' OPENINGS PER C.O.B. STD. 0-14, UNLESS NOTED OTHERWISE. 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. COORDINATE APPUCATIOM OF RELOCATION HATH CITY. & INSTALL W-3HCA) SIGN VATH GM4-3 MARKER AT THE PHASE BOUNDARY IM THE TRACT IF ADJACENT PHASE 15 NOT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE SIGN NTH CONSTRUCTION Of ADJACENT PHASE. VARIES 5(178' TO 61' Il I X0.30` A.C. PAIANG T.I. = 6.0 L O81) AGc. BASE 1 "R" VALUE = 31 0.50' COMPACTED SUBGRADE COMPACTED TO 95% ETCHART ROAD STA 29+81.58 TO 35+57.99 SCALE- 1" - 10' (HORtZ) 18 FD. 2' I.P. NTH K.C.5, B.C. MKD. "REPL 9-3-76' FOR E. 1/4 COR SEC 5. 29/27 PER FILED MAP No 7-1, HK 6, PG, 50 STA. 36+41.56 C.L. ETCHART KUAIJ u STA. 36+40.85 Cl- COFFEE RD CNT -OIL- ADJUST EXISTING MONUMENT COVER TO FINISHED GRADE - FD. 2" I . WITH KCS. B.C. MKD. i I FOR SALES MAP COR., 24" DEEP PER FILED MAP No. 7-1, BK. 6 PG. 50 o EX. ORCHARD L- III II COFFEE ROAD SEE SHEET 18 e CURVE TABLE CURVE LEGEND CQONT.): LGEND LQQNT.1: ABBREVIATIONS C1 RI -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 29.86' SECTION FL FLOWUNE POVC POINT ON VERTICAL CURVE "R1-1' - STOP "S5-2" - END SCHOOL ZONE "R6-1" - ONE WAY _ _ _ _ _ _ A SECTION DESIGNATION CL Cfl EVC VERTICAL CURVE - 416 'R5 -i" - 00 NOT ENTER 'W31(CA)* - END 2 F, -EV ELEVATION ELEVATION EVC HND VERTICAL CURVE END 412 `R26(CA " - NO PARKING ANYTIME "W14 -i" - DEAD END 410 - - B.C.R. BEGIN CURB RETURN PI PONT OF INTERSECTION 0 "R3-5R'�- RIGHT TURN ONLY 'WI4-2" - NO OUTLET `R81(GA)" � CnS�IFTT Is SHOWN E.C.R. END CURB RETURN PRC PONT OF REVERSE CURVATURE "R4-7" - KEEP RIGHT - BIKE LANE @ CURVE NUMBER FOR CURVE DESCRIPTION BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE __ U STORM DRAIN - REFER TO SEWER & STORM GRAIN PLANS n ITEM OF WORK - SEE SCHEDULE EC CURVE TC TOP OF CURE 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS PIVC POINT INTERSECTION TP TOP OF PAVEMENT POI w � 00 N W OF VERTICAL CURVE AK R (/ GRADE BRE � STORM DRAIN .TINCTION BOX - TO R DRAT REFER SEWER &STOW N PUNS 9 TAPER NUMBER - SEE TABLE P.O.C. PA PONT ON CURVE R/W RICHT-OF-WAY PROPERTY UNE PONT Itf, CONSTRUCT TYPE "A" CATCH BASIN PATH 3.5 OPENING PER E.P. A.P. ANGLE EDGE. OF PAVEMENT CURB AND GUTTER CAS,STE. D-14, UNLESS NOTED OTHERWISE. e - i PIPE SIZE C/G 4"W UTILITY: © FURNISH & !NSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 5 SEWER - REFER TO SEWER & STOW DRAIN PLANS P W -WATER D -DRAIN r S-GASI2R-IRRlGANON EXISTING SURVEY MONUMENT SEWER MANHOLE -REFER SEWER &STORM DRAIN PUNS + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. tD SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY WJ3` WINGS J(_ T FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. T -t. ZE-= PER C.O.B. SIJ. ON SHEET 7 . '�- FURNISH & INSTALL STREET UGT-5800 LUMEN PER C.O.B. o! STD. ST -23 AND SPECIAL PROVISION 7-86-10. - - - _ _ - TRACT BOUNDARY e FURNISH & INSTALL STREET UGHT-9500 LUMEN PER G0.8. SID. .' -. -. - ,--: PHASE BOUNDARY ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED. _ EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PUNS CENTERLINE �� EDGE OF PAVEMENT 0 r Q) O O Z INTERCONNECT CONDUIT O 32+00 33+00 g 7 FOOTING EASEMENT h PER THE FINAL MAP �I2:1 MAX. SLOPE m PAD ELEV. - T ADO NOTES: A. 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 8E TYPE W. 3. ETCHART ROAD - PAVEMENT TO BE 030' TYPE "A" A.C. OVER 0.80' AGGREGATE BASE OVER OW COMPACTED O.G TO DE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9, 4. SNOW ROAD - PAVEMENT TO BE 0.45' TYPE 'A" AC OVER 085' AGGREGATE BASE OVER 1.20 ODMPAC10 O.G. TO BE COMPACTED TO 952 RELATIVE DENSITY PER GO.B. STD. ST -9. 5. COFFEE ROAD - PAVEMENT TO BE 045' TYPE 'A' A.C. OVER 1.35' AGGREGATE BASE OVER 0.70 COMPACTED O.G. TO HE COMPACTED TO 95% RELATIVE DENSITY PER GO.B. STD. ST -9. 6. ALL CATCH BASINS TO BE TYPE 'A" NTH 3.5' OPENINGS PER C.O.B. STD. 0-14, UNLESS NOTED OTHERWISE. 7. ALL POWER POLES TO BE RELOCATED UNDERGROUND. COORDINATE APPUCATIOM OF RELOCATION HATH CITY. & INSTALL W-3HCA) SIGN VATH GM4-3 MARKER AT THE PHASE BOUNDARY IM THE TRACT IF ADJACENT PHASE 15 NOT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE SIGN NTH CONSTRUCTION Of ADJACENT PHASE. VARIES 5(178' TO 61' Il I X0.30` A.C. PAIANG T.I. = 6.0 L O81) AGc. BASE 1 "R" VALUE = 31 0.50' COMPACTED SUBGRADE COMPACTED TO 95% ETCHART ROAD STA 29+81.58 TO 35+57.99 SCALE- 1" - 10' (HORtZ) 18 FD. 2' I.P. NTH K.C.5, B.C. MKD. "REPL 9-3-76' FOR E. 1/4 COR SEC 5. 29/27 PER FILED MAP No 7-1, HK 6, PG, 50 STA. 36+41.56 C.L. ETCHART KUAIJ u STA. 36+40.85 Cl- COFFEE RD CNT -OIL- ADJUST EXISTING MONUMENT COVER TO FINISHED GRADE - FD. 2" I . WITH KCS. B.C. MKD. i I FOR SALES MAP COR., 24" DEEP PER FILED MAP No. 7-1, BK. 6 PG. 50 o EX. ORCHARD L- III II COFFEE ROAD SEE SHEET 18 e CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 30.00' 46.96' 29.86' 89'44'04" C2 30.00' 47.31' 36.19' 9071-53- CONSTRUCTION NOTES: Oi CONSTRUCT TYPE '8° CURB & GUTTER PER C.D.& STD ST -1 ® CONSTRUCT 4.5 (LOCAL STREETS)COMBINANON SIDEWALK PER C.O.B. STD DEL ON SHEET 14. (13 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ® CONSTRUCT HANDICAP RAMP PER CALYRA14S STANDARD PLAN R.S.P. A88A. 2002 CASE 'A' ® CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCNON PLANS ® SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. 7 NOT USED CONSTRUCT SINGE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 7. PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PIH-02ALKYD. 90 EXISTING UEUTY POLE TO BE RELOCATED. 99 CONSTRUCT 5.5 COMBINATION SIDEWALK PER C.O.B. STD ST-5(CDLLECTOR/ARTERIAL) 92 FUTURE TYPE "M" CURB PER C.O.B. STD. DEC ST -2. 93 FURNISH & INSTALL CIHANNETIZERS AND SILOS PER C.O.B. STD. DET. T-29. 94 PROPOSED 30' IRRIGATION UNE PER SEPARATE PLAN. 98 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & T-34. INSTALL TYPE III BARRICADE PER CALIRANS STANDARD PLAN A73C WITH W-31prA4SIGN AND 16 OM4-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT CONSTRUC D TOR TO THE IMPROVEMENTS SHOWN HEREIN. Q FURNISH & INSTALL STREET LIGHT 22ODD LUMEN PER CITY OF BAKERSFIELD STANDARD. GD GIROUNRCUND EASEMENT LEGEND Q30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF KERN COUNTY LAND CO. FILED MAY 2, 1894 ©50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) ®50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER B- 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. ®80' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER BK. 1498, 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). ®10' MADE PACIFIC TELEPHONE AND TELEGRAPH COMPANY COMMUNICATION EASEMENT PER BK. 1r4 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) ®CITY OF BAKERSFIELD STREET RIGHT -OF -WAV PER DOC. NO. 000216099245, O.R. Q CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. OOD217112424, O.R. ®20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. NO. 000217112425, O.R. ACITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOG NO. 000217010446, O.R. ©CITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER DOC. NO. 217153620, O.R. a i SCALE: 1" = 50' 50' 25' O` 50' 100' l O Know what's below. Ca I I before you dig. 428 426 - - 1 424 �W o; 422 aw 420 I� 418 c w r - 416 d ' 414 -- 412 410 - - I - 408 36+W6v4 Ili CONSTRUCTION NOTES: Oi CONSTRUCT TYPE '8° CURB & GUTTER PER C.D.& STD ST -1 ® CONSTRUCT 4.5 (LOCAL STREETS)COMBINANON SIDEWALK PER C.O.B. STD DEL ON SHEET 14. (13 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ® CONSTRUCT HANDICAP RAMP PER CALYRA14S STANDARD PLAN R.S.P. A88A. 2002 CASE 'A' ® CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCNON PLANS ® SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. 7 NOT USED CONSTRUCT SINGE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 7. PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PIH-02ALKYD. 90 EXISTING UEUTY POLE TO BE RELOCATED. 99 CONSTRUCT 5.5 COMBINATION SIDEWALK PER C.O.B. STD ST-5(CDLLECTOR/ARTERIAL) 92 FUTURE TYPE "M" CURB PER C.O.B. STD. DEC ST -2. 93 FURNISH & INSTALL CIHANNETIZERS AND SILOS PER C.O.B. STD. DET. T-29. 94 PROPOSED 30' IRRIGATION UNE PER SEPARATE PLAN. 98 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T-33 & T-34. INSTALL TYPE III BARRICADE PER CALIRANS STANDARD PLAN A73C WITH W-31prA4SIGN AND 16 OM4-3 MARKERS IF TRACT 7264 OFFSITE IMPROVEMENTS ARE NOT CONSTRUC D TOR TO THE IMPROVEMENTS SHOWN HEREIN. Q FURNISH & INSTALL STREET LIGHT 22ODD LUMEN PER CITY OF BAKERSFIELD STANDARD. GD GIROUNRCUND EASEMENT LEGEND Q30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF KERN COUNTY LAND CO. FILED MAY 2, 1894 ©50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) ®50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER B- 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. ®80' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER BK. 1498, 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). ®10' MADE PACIFIC TELEPHONE AND TELEGRAPH COMPANY COMMUNICATION EASEMENT PER BK. 1r4 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) ®CITY OF BAKERSFIELD STREET RIGHT -OF -WAV PER DOC. NO. 000216099245, O.R. Q CITY OF BAKERSFIELD STREET RIGHT-OF-WAY PER DOC. NO. OOD217112424, O.R. ®20' WIDE CITY OF BAKERSFIELD PUBLIC ACCESS EASEMENT PER DOC. NO. 000217112425, O.R. ACITY OF BAKERSFIELD FLOWAGE & DRAINAGE EASEMENT PER DOG NO. 000217010446, O.R. ©CITY OF BAKERSFIELD IRREVOCABLE OFFER OF STREET DEDICATION PER DOC. NO. 217153620, O.R. a i SCALE: 1" = 50' 50' 25' O` 50' 100' l O Know what's below. Ca I I before you dig. �W o; c 'J n 0 4 d n ^ 0 2 F0 v a a n p won w c 1 n w � 00 N W g m g DO e - i n } > . U L P ,570 r 0 w o! 0 0 r Q) O O Z Z O W Z _ OL S V 1 m Q o WO O m c MA ZZ O m V CC ~ C Q 3:®L% 2 ~ LU w J«W c s- W ,® WIIL 0 TEMPORARYE & DRAINAGE EASEMENT PER C.O.B. OOC./000217010445. II 428 426 424 422 420 418 416 414 412 410 22+25 PHASE 10 BASALT STREET SEE SHEET 14 II 0` 20' r 3 A 6 LL 3Q n . 9 ss - 1" p 4 64.92 LT. N }M 32+74.41 LL}7 NN 10 Z W d Od • a w EXISTING I 63.78 LT. 3 i i- T q -T 3 1 M TR FUTURE _ `rol CURB & 55.91 LT. �1 GUTTER I ' COVER FINISHED LL 11LL FUTURE PARK I t STA. m �ppp --� i i FD Y I P WITH K.C.S. B C MKD. "RPL 9-3-76" FOR E 1/4 _---------- -23+0 N OP 428 426 424 422 420 418 416 414 412 410 22+25 PHASE 10 BASALT STREET R/W -ry ry w m 4 N t7 I 'EXISENG R/W 1 19 13 TO BE CONSTRUCTED NTH PHASE 4 -t ry EXIST. EDGE EXISTING R \\ 13 E%ST. EDGE .. � __ _ 0'1 ", o (_ OF PAVEMENT . t� _±T_ '/W_ M nM FUTURE MtD1AU c -OF PAVEMENT _ _ _ TEN, v T AWLU?i T T- T 4T_ SA�.11fi -�_ _�-.�T--T-.:IIII -1-_--_--24+OU __.�. s,-_ 25+W=--`-�- z�.-=.28+00 _ - __.- -�- - 27+00_-=��z _ _ - �28+�- - - .- -- -_�-- ..29+D0z= .��=.r_�_� _ _ -L 3y+...._ _ ..--....._^32#OD:� _ _ _ _} - -33+06_ -- _.._ _ .34+W _ _ _35+00-.. a _- _ rArraaae aW6 as a 1mmumto as a>:Elslmaai_aam�rr wrgslo®oma®a3 a ® •tea®NINlliaa0 aeras 430+00�)� aa4aa{F wata a aaT�aa a ei�aaMllyt� am aa+•paa�ar. r� yi Oats _... - - _--N00'49'33E 733.06• __ ._..2 - - ___ _ "����// _. _.. e GAS -CHEVRON /: 18 FUTURE MEDIAN EX. MAIL EYASRNG, 1 K F n EXISTING J a z BOXES R/W I `�' LK! I- °.- <g R/W °d $ 40 Z mN Z dT YIN °",B pJ 413 6-3 ti U x S_F� zd jm oti 6yH+!13 ee[[ F �jy NyiI.W + yW �+ 4MW �NW4 CJ CJ ZM and �d z w o w ��p �d zF- 14 WTERSECTI 3 r V `�n� �`n t" rn� `z'• �.v `�++ STA W+41.5 r Dom COFFEE Ruolk[m)" STA, 23+20.65 C.L. TO 35+61.24 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ETCHART ROAD SEE SHEET 17 & 18 i) 30' is 1 I 50' ; I' n 1 1 B1 ! I. I; LOT 16 3 L^ SALES MAP OF LANDS of s J i 1 4441 i' KERN COUNTY LAND CO. �LL , tj 1 1 7M I I i 1 i�0 m N SEE SHEET 14 II 0` 20' r 3 i 30 3Q n . 9 ss - 1" p 4 64.92 LT. STA. 32+74.41 j PHASE 10 I S + ; [ d Od • a w EXISTING I 63.78 LT. 3 i i- T q -T 3 1 1 7� aria _ `rol ADJUST EXISTING 55.91 LT. �1 I MONUMENT FRAME I STA. COVER FINISHED LL 11LL FUTURE PARK I t STA. m �ppp --� i i FD Y I P WITH K.C.S. B C MKD. "RPL 9-3-76" FOR E 1/4 _---------- I N OP sti Z wvl.:iju 1 1 p ^til,: 33+65.85 ly`i Gq 33+70.85 W aaN @N 2<O PG. 50 BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) NF � B.C.R. COFFEE RD CUT N -v- RIGHT TURN ONLY ETCHART ROAD CL i I o R/W -ry ry w m 4 N t7 I 'EXISENG R/W 1 19 13 TO BE CONSTRUCTED NTH PHASE 4 -t ry EXIST. EDGE EXISTING R \\ 13 E%ST. EDGE .. � __ _ 0'1 ", o (_ OF PAVEMENT . t� _±T_ '/W_ M nM FUTURE MtD1AU c -OF PAVEMENT _ _ _ TEN, v T AWLU?i T T- T 4T_ SA�.11fi -�_ _�-.�T--T-.:IIII -1-_--_--24+OU __.�. s,-_ 25+W=--`-�- z�.-=.28+00 _ - __.- -�- - 27+00_-=��z _ _ - �28+�- - - .- -- -_�-- ..29+D0z= .��=.r_�_� _ _ -L 3y+...._ _ ..--....._^32#OD:� _ _ _ _} - -33+06_ -- _.._ _ .34+W _ _ _35+00-.. a _- _ rArraaae aW6 as a 1mmumto as a>:Elslmaai_aam�rr wrgslo®oma®a3 a ® •tea®NINlliaa0 aeras 430+00�)� aa4aa{F wata a aaT�aa a ei�aaMllyt� am aa+•paa�ar. r� yi Oats _... - - _--N00'49'33E 733.06• __ ._..2 - - ___ _ "����// _. _.. e GAS -CHEVRON /: 18 FUTURE MEDIAN EX. MAIL EYASRNG, 1 K F n EXISTING J a z BOXES R/W I `�' LK! I- °.- <g R/W °d $ 40 Z mN Z dT YIN °",B pJ 413 6-3 ti U x S_F� zd jm oti 6yH+!13 ee[[ F �jy NyiI.W + yW �+ 4MW �NW4 CJ CJ ZM and �d z w o w ��p �d zF- 14 WTERSECTI 3 r V `�n� �`n t" rn� `z'• �.v `�++ STA W+41.5 r Dom COFFEE Ruolk[m)" STA, 23+20.65 C.L. TO 35+61.24 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ETCHART ROAD SEE SHEET 17 & 18 i) 30' is 1 I 50' ; I' n 1 1 B1 ! I. I; LOT 16 3 L^ SALES MAP OF LANDS of s J i 1 4441 i' KERN COUNTY LAND CO. �LL , tj 1 1 7M I I i 1 i�0 m N r ( bN r 3 n n n 32+64.41 65.00 LT. . 9 ss - 1" p 4 64.92 LT. STA. 32+74.41 j PHASE 10 I S + ; [ d Od • a w EXISTING I 63.78 LT. 3 i i- T 63.09 LT. -T 3 1 STA 7� aria _ __ _ ADJUST EXISTING 55.91 LT. STA. I MONUMENT FRAME I STA. COVER FINISHED 54.69 LT. FUTURE PARK I t STA. ------------ --� i i FD Y I P WITH K.C.S. B C MKD. "RPL 9-3-76" FOR E 1/4 _---------- 54.00 LT. COR. SEC. 5, 29/27 PER FILED sti I I ; wvl.:iju ms nm "- ^til,: 33+65.85 ly`i Gq 33+70.85 W FI�iD @N 2<O PG. 50 BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) NF � B.C.R. COFFEE RD CUT N -v- RIGHT TURN ONLY ETCHART ROAD CL i I o ♦- + R/W DEtNCATION TD C.p.B. ~ + W V NN N N r n ECR. l l o PER DOC. NO. 217153620 V:J w ")'^•z+') n "" i ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. ABBA 2002 SASE 'A' iY - .R. BATED 11/09/17, O�. sid d j .- FdwdF mYiim Gcn zFF mm l ' ^ R/W -ry ry w m 4 N t7 I 'EXISENG R/W 1 19 13 TO BE CONSTRUCTED NTH PHASE 4 -t ry EXIST. EDGE EXISTING R \\ 13 E%ST. EDGE .. � __ _ 0'1 ", o (_ OF PAVEMENT . t� _±T_ '/W_ M nM FUTURE MtD1AU c -OF PAVEMENT _ _ _ TEN, v T AWLU?i T T- T 4T_ SA�.11fi -�_ _�-.�T--T-.:IIII -1-_--_--24+OU __.�. s,-_ 25+W=--`-�- z�.-=.28+00 _ - __.- -�- - 27+00_-=��z _ _ - �28+�- - - .- -- -_�-- ..29+D0z= .��=.r_�_� _ _ -L 3y+...._ _ ..--....._^32#OD:� _ _ _ _} - -33+06_ -- _.._ _ .34+W _ _ _35+00-.. a _- _ rArraaae aW6 as a 1mmumto as a>:Elslmaai_aam�rr wrgslo®oma®a3 a ® •tea®NINlliaa0 aeras 430+00�)� aa4aa{F wata a aaT�aa a ei�aaMllyt� am aa+•paa�ar. r� yi Oats _... - - _--N00'49'33E 733.06• __ ._..2 - - ___ _ "����// _. _.. e GAS -CHEVRON /: 18 FUTURE MEDIAN EX. MAIL EYASRNG, 1 K F n EXISTING J a z BOXES R/W I `�' LK! I- °.- <g R/W °d $ 40 Z mN Z dT YIN °",B pJ 413 6-3 ti U x S_F� zd jm oti 6yH+!13 ee[[ F �jy NyiI.W + yW �+ 4MW �NW4 CJ CJ ZM and �d z w o w ��p �d zF- 14 WTERSECTI 3 r V `�n� �`n t" rn� `z'• �.v `�++ STA W+41.5 r Dom COFFEE Ruolk[m)" STA, 23+20.65 C.L. TO 35+61.24 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ETCHART ROAD SEE SHEET 17 & 18 i) 30' is 1 I 50' ; I' n 1 1 B1 ! I. I; LOT 16 3 L^ SALES MAP OF LANDS of s J i 1 4441 i' KERN COUNTY LAND CO. �LL , tj 1 1 7M I I i 1 i�0 m N r ( bN r 3 I uKi i I' 1 d N � O 32+64.41 65.00 LT. . 9 ss - 1" p 4 64.92 LT. STA. 32+74.41 I STA I 15 I S + ; [ d Od • a w EXISTING I 63.78 LT. I,j W -I i i- T 63.09 LT. -T SAWCIIT 1 1 STA 7� aria _ __ _ ADJUST EXISTING 55.91 LT. STA. I MONUMENT FRAME I STA. COVER FINISHED 54.69 LT. 9 rAF G. F. VTtJYa 1 GRADE I t STA. ------------ --� i i FD Y I P WITH K.C.S. B C MKD. "RPL 9-3-76" FOR E 1/4 _---------- 54.00 LT. COR. SEC. 5, 29/27 PER FILED - I I ; MAP No. 7-1, BK. 6, P0. 50 ms nm I y1 i F0. 2" I.P. WITH K.C.S. B.C. MKD. 33+65.85 ly`i FOR SALES MAP CDR., 24" DEEP 33+70.85 I; PER FILED MAP No. 7-1, BK. 6, s I II PG. 50 BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) NF � B.C.R. COFFEE RD CUT N -v- RIGHT TURN ONLY ETCHART ROAD CL i I o 'B'. I 1 P XD I 11 I Iii i 1 1 1 1 I c ECR. l l 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 R/W _ 55'-72•-.-.____._.. VARIES 6'-r 48'-66• I I' I i t8' -t9' z z w ~ VARIES 21 MATCH EXISTING ! w 6' i 6 m 7.9% MIN. � z �L1-5X. A.C. y 0.45` A.0 PAVMG PAVEMENT 1.35' MGG. BASE T.I. = 9,0 0.70' COMPACTED COMPACTED D TO 954O 5% 9 "R" VALUE = 26 COFFEE ROAD STA 23+20.65 TO 35+61.24 SCALE: 1" = 10' (HORIZ) 9 428 426 424 422 420 418 416 414 412 410 36+00 0 TAPER DATA NO <1> @ STATION OFFSET FROM t STA. 32+64.41 65.00 LT. STA 32+69.41 64.92 LT. STA. 32+74.41 64.69 LT. STA 32+79.41 64.31 LL STA 32+84.41 63.78 LT. STA. 32+89.41 63.09 LT. STA. 32+94.41 1 8225 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. 428 426 424 422 420 418 416 414 412 410 36+00 0 TAPER DATA N0. < RE STATION OFFSET FROM STA 27+62.70 5.00 RT. STA 27+67.70 4.93 RT. STA 27+7270 4.72 RT. STA 27+77.20 4.38 RT. STA 27+B270 3.89 RT. STA 27+87.70 3.26 RT. STA. 27+92.70 2.50 RT. STA 28+22.70 2.50 LT. SFA 28+27.70 326 LL STA. 28+3270 3.89 LT. STA. 28+37.70 4.38 LT. STA 28+42.70 4.72 LT. STA. 28+47.70 4.93 LT. STA. 28+5270 5.00 LT. 428 426 424 422 420 418 416 414 412 410 36+00 0 TAPER DATA N0.3> Q STATION OFFSET FROM q STA 32+50.85 11.00 RT. SPA 32+55.85 10.92 RT. STA 32+60.85 10.69 RT. STA 32+65.85 10.30 RT. STA. 32+70.85 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+90.8.5 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 7.05 LT. STA 33+50.85 7.75 LT. STA 33+55.85 8.30 LT. STA. 33+60.85 8.69 LT. STA 33+65.85 8.92 LL STA 33+70.85 9.00 LT. 428 426 424 422 420 418 416 414 412 410 36+00 0 m LEGEND (CONT.): LEGEND (CONT.): NOTES: m CON57RUQTIQN NOTES: EASEMENT LEGEND ABBREVIATIONS R7-] FURNISH $ INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 'RI-1" STOP z �CitON:iERE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND O CONSTRUCT TYPE "8' CURB & i7JTTER PER C.O.B. STP ST -1 Q 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF FL POVC PONT ON VERTICAL CURVE - "R6-1' - ONE WAY "531(C - END SCHOOL ZONE " _ _ _ _ A' SECTION DESIGNATION W w SEWER DETAILS. 3 CONSTRUCT 4.5' (LOCAL STRFETS)COABMATIOi SIDEWALK PER C.0.8. STD DEL ON SHEET 14. KERN COUNTY LAND CO. FRED MAY 2, 1894 CL CENTERLINE CENTERLINE BVC BEGIN VERflCAt CURVE "RS -i` - DO NQT ENTER W31 CA' -END ( )REV m SHEET 2 2. LOCAL STREETS - PAVEMENT FOR LOCAL STREETS TO BE PER © 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER ELEVATION EVC ENO VERTICAL WRVS °R26(CA " - NO PARKING ANYTIME'W14-1' - DEAD END "R3 X4-2" - NO OUTLET SECTIO Is m I LOCA! STREET PAVEMENT SECTION TABLE ON SHEET 7. All ®INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T -i. 1 BK. 6191, PG. 1057 O.R. (APPROX. LOCATION) NF � B.C.R. BEGIN CURB RETURN PI PONT OF INTERSECTION N -v- RIGHT TURN ONLY � 'B'. P XD I c ECR. END CURB RETURN PRC PONT OF REVERSE CURVATURE "R4-7' - KEW RIGHT "R81(CA)" - DIKE LANE V:J CURVE NUMBER FOR CURVE DESCRIPTION A.C. FOR LOCAL STREETS STREETS TO BE TYPE ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. ABBA 2002 SASE 'A' � 50' WIDE PACIFIC GAS & ELECTRIC CO. TOWER UNE EASEMENT PER BC BEGN CURVE PCC PONT OF COMPOUND CURVATURE o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ^ ITEM OF WORK - SEE SCHEDULE 3. MART ROAD - PAVEMENT TO BE 0.30' TYPE 'A' AC OVER ® CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. N BK. 1496, PG. 429 AND BK. 5177, PG. 2250 BOTH O.R. EC P IVC END CURVE TC TOP OF CURB PONT INTERSECTION TOP OF PAVEMENT � ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 14! 0.80' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 958 RELATIVE DENSITY PER C.O.B. STD. ST -9. ©SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTIO+ OR AS DIRECTED DY ENGINEER. ® 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 O TAPER NUMBER -SEE TABLE 50' 25' O' 50' 100' RS VT TI CURVE GB GRADE BREAK 1 STORM GRAIN JUNCTION 80X -REFER TO SEWER III STORM DRAIN PLANS P.A ON C PONT ON CURVE R/W RIGHT-OF-WAY "A' 4. SNOW ROAD -PAVEMENT TO 0.4 TYPE "A` AC OVER ®NOT USED © 16.5' WIDE D ECO. PIPELINE EASEMENT PER P/L PROPERTY UNE ANGLE PONT CONSTRUCT TYPE CATCH BASBN WTIR 3.5' OPENING PER C.O.B.STD. D-14, UNLESS NOTED OTHERWISE. (4pE 925 1. COMPACTED O.G. TO BE AGGREGATE BASE OVER 1.20' Q CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.0.8. STD. DET. ON SHEET 7. Z TE )2271, . PG. 190 AND BK. 6877, Pu. 1119 80TH O.R. (TO BE REEOCATED). BK. 6 7. PGI J E.P. EDGE OF PAVEMENT CURB AND OLitER C/^u CA W yM Z 4 � O Q t COMPACTED TO 95% RELATIVE DENSITY PER C0.8. STD. ST -9. COM YPER C d = v 6 Q 10' PACIFIC TELEPHONE AND TELEGRAPH COMPANY O °Cc © FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. 510. ST -13. s SEWER -- REFER TO SEWER &STORM DRAIN PIANS Z IL W -WATER D -DRAIN W-WAT: S. ROAD PAVEMENT Po BE 0.45 TYPE OVER O PAINT 12` LIMIT LINE USING THERMOPLASTIC PAINT PER CALIRANS STANDARD SPE:YFlCATION qi MWIDEUNI COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. O EXISTING SURVEY MONUMENT g U SEWER MANHOLE -REFER SEWER $ STORM DRAIN PLANS. G -GAS IRR -IRRIGATION S -SEWER J 1.36COFFEEA O.G.A.C. 1.35' AGGREGATE BASE OVER 0.70' COMPACTED O.TO 8Ee T PTH-02AL1CY0. H- A 30 180E COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER ST 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 C0.8, STD. ST -9, t0 EXISTING UTIUTY POE TO BE RELOCATED. VOLUME 29, PG, 104 OF THE MINUTE BOOKS (CO. RD. 719) + W � 94i `A' y� � �STREET RIGHT-OF-WAY PER DOC. NO. CITY 0099245, ® CONSTRUCT IV BOTTOM WIDTH DRIVEWAY W/3' PANGS 6. ALL CATCH BASINS TO BE TYPE WITH 3.5' OPENINGS PER 91 CONSTRUCT &V COMBINATION SIDEWALK PER C:O.B. STD ST-5(COLLECTOR/ARTERIAL) -% FURNISH & INSTALL METRO STREET 901 PER C.O.B. 570. T-1. PER C.O.B. SID. ON SHEET 7 . C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 72 FUTURE TYPE 'M" CURB PER C.O.B. STD. DEL ST -2. O.R. $ '®- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. 7 ER ALL POWPOLES TO BE RELOCATED UNDERGROUND g0. CITY OF STREET RIGHT-OF-WAY PER DOC. N0. SID. ST -23 AND SPECIAL PROVISION 7-86-10. TRACT BOUNDARY COORDINATE APPLICATION OF RELOCATION WITH CITY. 83 FURNISH $INSTALL CHANNFIT7>`NS AND SIGNS PER C0.6. SID. DIEL T-29. . 0002171122424,424. OR. -a- FURNISH & INSTAL. STREET UGHT-9500 LUMEN PER C.O.S. SID. =-- -- PHASE BOUNDARY 74 PROPOSED 30" IRRIGATION UNE PER SEPARATE PLAN. 20' WIDE CITY OF BAKERSIELD PUBLIC ACCESS EASEMENT PER DOC. ST -23 AND SPECIAL PROVISION 7-86-10 UNLESS OTHERWISE NOTED B. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE NO. 000217112425, O.R. Know what's below. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - CENTERLME BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT 18 O FURNISH & INSTALL INTERCONNECT CONDUIT & PILL BOXES PER C.O.B. STD. DET. T-33 & PER DOC. /� d -� EDGE OF PAVEMENT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE T-34. © CITY F ELD FLOWAGE & DRAINAGE EASEMENT N0. �p�il before !/OIL dig. SIGN WITH CONSTRUCTION OF ADJACENT PHASEIc 2OFOQ�R INTERCONNECT CONDUIT INSTALL3 BARRICADECi CAD CT PER --- 76 0 OM4-MARKERSITRACT 7264 OFFSITE IMPROVEMENTS ARE NOT COHSTRUCPRIOR TO © CITY OF BAKERSFIELD IRR EVOCABLE OFFER OF STREET DEDICATION PER THE IMPROVEMENTS SHOWN HEREIN. DDD. NO. 217153620, D.R. 1.1-6968 Ph 1 - 10 1© CONSTRUCT TEMPORARY INLE'F/CATCH BASIN 78 FUTURE ONE-WAY MEDIAN OPENING & SIGNAGE PER CO.B. DETAIL T-16. CITY RECORDS NO: m m L0 z Z L, I a U "O W W w OV N W gg C m $ I - O 1 NF � N U a P XD I c z 0 N 0 0 O Z A h J (L W yM Z m O Q t d = v y d O °Cc LU Cc 0 m W W ® Z IL z m LL O m 00 h G qi m X O Ij g U W J H- ST W � 94i C M24c"MiLiKewifill WA T ° EXISTING R/W --, 17 DETAIL 39 -6, ---- �... ARROW (.)� DETAIL 39 s' MARKINGS 9 TYPE. IV BIKE LANE 6 DETAIL 39 EXISTING EDGE iv $ �+ EXISTING J EXISTING EDGE BIKE LANE _.. r EXISTING EDGE EXISTING R J Ip + S ° -= --�— /— OF PAVEMENT R/W OF PAVEMENT 1 MARKINGS (TY'P.) T PAVEMENT m 3+00 00 24+000 - 25+' OG _ 26+00 _ _ 27+00 _ . _ _ 28+00... _ 29+00 _ _ _ 30+00 _ _ 31+00..._ .`.__ 32 - 33+00 34+00 - 35+00_ 36+00 ( _ / _ EXISTING EDGE J EXISTING STRIPING _ _. _... I- EXISTING EDGE J EXISTING STRIPING S OF PAVEMENT TO REMAIN N PLACE OP PAVEMENT TD REMAIN IN PLACE $ 14 EXISTING R/W J EXISTING R/W J - INTERSECTION INTERSECTION STA 30+53.48 C.L. COME RD CNT = STA. 36+40.85 C.L CNT = STA 28+54.64 C.L. BASALT STREET CL STA, 36+41.56 C.L. ETCHART ROAD CL A STA. 23+20.43 C.L. TO 36+40.85 C.L. SCALE: 1" = 50' 5,1 1 I I 37 36 35 34 33 $32 1 31 1 30 1 s 29 28 s j 27 26 i 25 24 ! 23 I 22 g g wuwil Bi, L5 d I a+1= I 3 1 I 1 1 1 cid yn�„�} , I I I -I 21 v >.- nm ri IrCi 1 I I L i 1o'1N I I I�n -'ui �� ; _I ' I � �m I I I I I i wN �U V �m IV N ( , 16— i w+ `!I , I I H n¢ w �c3a I S IDN N PHALE 1 oN �+ + o� day Iz_' z �i ±I zwf. w$ I z��+ �+ �a z' e.� mN--w— b RE 1 1 1 1 1 wN ! � 6_ PV) I I ® - DETAIL 39 EXISTING STRIPING TO BE REMOVED EXISTING EDGE DETAIL 39 e L6' CITY OF PAVEMENT _ _ _ _ _ _ _ EXISTING DETAIL 220). _ _ _ _ _ _ _ A; PER TRACT 7264 _- COUNT d --ARROW (TYP + C7_ -- --+- ------------------ ------° EXISTING -- -- - -'---- '. /-- -- 1�------------- ----- - DETAIL 278(T) I•� lJ TYPE. IV �° ' ARROW TVP. 5 - BIKE LANE.._ _ _ - Y MARKINGS (TYP.)_ V- 21+ ....TYPE IV 22+0 - 23+00 BIKE tAE&'CITY _ _ L6' STING STRIPING ORE LANE HIRINGS (1Y3•7 COUNTY ... _ � � m TO BE AMM KTrJu�-fl4a. _TAIL 22(77 -�. _. \ _ _ 30+oD 20 26+0 27+0 28+0 l 29+00 _--I-_- ARROW TW. i/------- ----- --- --- ----- ----------1 ------ _ ------i---------------------------------- +I -------------------------------- GOFPAVEMENT `—"`I REMAIN TNG __—. --------'----'l-"_------------ ----- -- ----- --- E7ISOVG EDGEE%tSTING SiRX'ING ro BE REPLACED WITH DETAIL 22(1) G. 173 PARCEL 1 II PARCEL 2 , PARCEL 2�C � . P.M. No. 8700 P.M. No. 874 0 =" UNrf 3 P.M. No. 870 + TRACT No. 7229 P.M. BK. 37, PG.173 P.M. BK. 37, PG.173 P.MPM. BK. 60, PG. 142 ws� d + C7F0 _6wm "d � ® ( I l 8 STA. 16+62.79 C.L. TO 29+82.53 C.L. SCALE: 1" = 50° Mak►`(►A FL FLOWUNE POVC R CL CENTERLINE SVC BEGIN VERTICAL CURVE E.P. EDGE OF PAVEMENT EVC END VERTICAL CURVE Bpi BEGIN CURB RETURN PI Q LOT 16 r o $JdOIS s BEGIN CURVE R/W s EC s TOP OF CURB A.P. ANGLE POINT TYP. LANDS OF KERN CAL -TRANS TWE W B ARROW —_-®-_—_-® NIGHT OF WAY ® -- — ® ® -- EDGE OF PAVEMENT LOT STOP MEDIAN 39 CAL -TRANS MARKER OR STRIPING DETAIL NUMBER ® w IA FUTURE CAL -TRANS MARKER OR STRIPING DETAIL NUMBER s FURNISH & INSTALL TRAFFIC DEDICAIK7N TO C.O.B.i5 ��MNR/VY SALES MAP OF LANDS OF °W,-6" - SINGLE BROW 'R 'R5-1" - DINE WAY PER DOC. H0. 217153620 i a:r zr �',�"''DATED ~" "W7-1° - CURVE ARROW W a .1'2 °W3-1' - STOP AHEAD 12 KERN COUNTY LAND CO. + + w ® 'W31(CA)' - END N0. 277153820 DATED 11/09/17 O.R. N 'W1,_ - DEAD END o N q "WI4-Y - NO OUTLET 'R7-9` - NO PARKING -BIKE LANE 20.01 G. AC. 'R3-2' - NO LEFT TURN R/W DEDICATION TO C.O.B. 6d o z t8 d NO7O.R.20R2S THE IMPROVEMENTS SHOWN HEREIN. 17 /'W L-3 DATED 11/09/17, 18 RESTRICTED RIGHT -N, RIGHT -OJT, LIFT -IN ONLY MODIFIED STRIPED MEDIAN PER C.O.B. T-18. CA 0573 R26 CA) R -j Know what's below. ° EXISTING R/W --, 17 DETAIL 39 -6, ---- �... ARROW (.)� DETAIL 39 s' MARKINGS 9 TYPE. IV BIKE LANE 6 DETAIL 39 EXISTING EDGE iv $ �+ EXISTING J EXISTING EDGE BIKE LANE _.. r EXISTING EDGE EXISTING R J Ip + S ° -= --�— /— OF PAVEMENT R/W OF PAVEMENT 1 MARKINGS (TY'P.) T PAVEMENT m 3+00 00 24+000 - 25+' OG _ 26+00 _ _ 27+00 _ . _ _ 28+00... _ 29+00 _ _ _ 30+00 _ _ 31+00..._ .`.__ 32 - 33+00 34+00 - 35+00_ 36+00 ( _ / _ EXISTING EDGE J EXISTING STRIPING _ _. _... I- EXISTING EDGE J EXISTING STRIPING S OF PAVEMENT TO REMAIN N PLACE OP PAVEMENT TD REMAIN IN PLACE $ 14 EXISTING R/W J EXISTING R/W J - INTERSECTION INTERSECTION STA 30+53.48 C.L. COME RD CNT = STA. 36+40.85 C.L CNT = STA 28+54.64 C.L. BASALT STREET CL STA, 36+41.56 C.L. ETCHART ROAD CL A STA. 23+20.43 C.L. TO 36+40.85 C.L. SCALE: 1" = 50' 5,1 1 I I 37 36 35 34 33 $32 1 31 1 30 1 s 29 28 s j 27 26 i 25 24 ! 23 I 22 g g wuwil Bi, L5 d I a+1= I 3 1 I 1 1 1 cid yn�„�} , I I I -I 21 v >.- nm ri IrCi 1 I I L i 1o'1N I I I�n -'ui �� ; _I ' I � �m I I I I I i wN �U V �m IV N ( , 16— i w+ `!I , I I H n¢ w �c3a I S IDN N PHALE 1 oN �+ + o� day Iz_' z �i ±I zwf. w$ I z��+ �+ �a z' e.� mN--w— b RE 1 1 1 1 1 wN ! � 6_ PV) I I ® - DETAIL 39 EXISTING STRIPING TO BE REMOVED EXISTING EDGE DETAIL 39 e L6' CITY OF PAVEMENT _ _ _ _ _ _ _ EXISTING DETAIL 220). _ _ _ _ _ _ _ A; PER TRACT 7264 _- COUNT d --ARROW (TYP + C7_ -- --+- ------------------ ------° EXISTING -- -- - -'---- '. /-- -- 1�------------- ----- - DETAIL 278(T) I•� lJ TYPE. IV �° ' ARROW TVP. 5 - BIKE LANE.._ _ _ - Y MARKINGS (TYP.)_ V- 21+ ....TYPE IV 22+0 - 23+00 BIKE tAE&'CITY _ _ L6' STING STRIPING ORE LANE HIRINGS (1Y3•7 COUNTY ... _ � � m TO BE AMM KTrJu�-fl4a. _TAIL 22(77 -�. _. \ _ _ 30+oD 20 26+0 27+0 28+0 l 29+00 _--I-_- ARROW TW. i/------- ----- --- --- ----- ----------1 ------ _ ------i---------------------------------- +I -------------------------------- GOFPAVEMENT `—"`I REMAIN TNG __—. --------'----'l-"_------------ ----- -- ----- --- E7ISOVG EDGEE%tSTING SiRX'ING ro BE REPLACED WITH DETAIL 22(1) G. 173 PARCEL 1 II PARCEL 2 , PARCEL 2�C � . P.M. No. 8700 P.M. No. 874 0 =" UNrf 3 P.M. No. 870 + TRACT No. 7229 P.M. BK. 37, PG.173 P.M. BK. 37, PG.173 P.MPM. BK. 60, PG. 142 ws� d + C7F0 _6wm "d � ® ( I l 8 STA. 16+62.79 C.L. TO 29+82.53 C.L. SCALE: 1" = 50° Mak►`(►A FL FLOWUNE POVC R CL CENTERLINE SVC BEGIN VERTICAL CURVE E.P. EDGE OF PAVEMENT EVC END VERTICAL CURVE Bpi BEGIN CURB RETURN PI Q LOT 16 ECR o $JdOIS BC BEGIN CURVE R/W IS20 SALES MAP OF EC END CURVE TC TOP OF CURB A.P. ANGLE POINT TYP. LANDS OF KERN CAL -TRANS TWE W B ARROW —_-®-_—_-® NIGHT OF WAY ® -- — ® ® -- EDGE OF PAVEMENT CAL -TRANS TWE 11 8 ARROW STOP MEDIAN 39 CAL -TRANS MARKER OR STRIPING DETAIL NUMBER COUNTY LAND CO. +++PHASE 1C FUTURE CAL -TRANS MARKER OR STRIPING DETAIL NUMBER RI -7 FURNISH & INSTALL TRAFFIC DEDICAIK7N TO C.O.B.i5 ��MNR/VY + °W,-6" - SINGLE BROW 'R 'R5-1" - DINE WAY PER DOC. H0. 217153620 i a:r zr �',�"''DATED 'R5 -l' - 0 NOT ENTER "W7-1° - CURVE ARROW W 11/09/17, OR. MCA dv}R/W.DWICATION .1'2 °W3-1' - STOP AHEAD 12 'R4-7° - KEEP RIGHT TO C.O.&0574 y w iPERDOC. 'W31(CA)' - END N0. 277153820 DATED 11/09/17 O.R. PROPOSED 30" IRRIGATION LIR;'. PER SEPARATE PLAN. 'W1,_ - DEAD END R7-9 , "WI4-Y - NO OUTLET 'R7-9` - NO PARKING -BIKE LANE ° EXISTING R/W --, 17 DETAIL 39 -6, ---- �... ARROW (.)� DETAIL 39 s' MARKINGS 9 TYPE. IV BIKE LANE 6 DETAIL 39 EXISTING EDGE iv $ �+ EXISTING J EXISTING EDGE BIKE LANE _.. r EXISTING EDGE EXISTING R J Ip + S ° -= --�— /— OF PAVEMENT R/W OF PAVEMENT 1 MARKINGS (TY'P.) T PAVEMENT m 3+00 00 24+000 - 25+' OG _ 26+00 _ _ 27+00 _ . _ _ 28+00... _ 29+00 _ _ _ 30+00 _ _ 31+00..._ .`.__ 32 - 33+00 34+00 - 35+00_ 36+00 ( _ / _ EXISTING EDGE J EXISTING STRIPING _ _. _... I- EXISTING EDGE J EXISTING STRIPING S OF PAVEMENT TO REMAIN N PLACE OP PAVEMENT TD REMAIN IN PLACE $ 14 EXISTING R/W J EXISTING R/W J - INTERSECTION INTERSECTION STA 30+53.48 C.L. COME RD CNT = STA. 36+40.85 C.L CNT = STA 28+54.64 C.L. BASALT STREET CL STA, 36+41.56 C.L. ETCHART ROAD CL A STA. 23+20.43 C.L. TO 36+40.85 C.L. SCALE: 1" = 50' 5,1 1 I I 37 36 35 34 33 $32 1 31 1 30 1 s 29 28 s j 27 26 i 25 24 ! 23 I 22 g g wuwil Bi, L5 d I a+1= I 3 1 I 1 1 1 cid yn�„�} , I I I -I 21 v >.- nm ri IrCi 1 I I L i 1o'1N I I I�n -'ui �� ; _I ' I � �m I I I I I i wN �U V �m IV N ( , 16— i w+ `!I , I I H n¢ w �c3a I S IDN N PHALE 1 oN �+ + o� day Iz_' z �i ±I zwf. w$ I z��+ �+ �a z' e.� mN--w— b RE 1 1 1 1 1 wN ! � 6_ PV) I I ® - DETAIL 39 EXISTING STRIPING TO BE REMOVED EXISTING EDGE DETAIL 39 e L6' CITY OF PAVEMENT _ _ _ _ _ _ _ EXISTING DETAIL 220). _ _ _ _ _ _ _ A; PER TRACT 7264 _- COUNT d --ARROW (TYP + C7_ -- --+- ------------------ ------° EXISTING -- -- - -'---- '. /-- -- 1�------------- ----- - DETAIL 278(T) I•� lJ TYPE. IV �° ' ARROW TVP. 5 - BIKE LANE.._ _ _ - Y MARKINGS (TYP.)_ V- 21+ ....TYPE IV 22+0 - 23+00 BIKE tAE&'CITY _ _ L6' STING STRIPING ORE LANE HIRINGS (1Y3•7 COUNTY ... _ � � m TO BE AMM KTrJu�-fl4a. _TAIL 22(77 -�. _. \ _ _ 30+oD 20 26+0 27+0 28+0 l 29+00 _--I-_- ARROW TW. i/------- ----- --- --- ----- ----------1 ------ _ ------i---------------------------------- +I -------------------------------- GOFPAVEMENT `—"`I REMAIN TNG __—. --------'----'l-"_------------ ----- -- ----- --- E7ISOVG EDGEE%tSTING SiRX'ING ro BE REPLACED WITH DETAIL 22(1) G. 173 PARCEL 1 II PARCEL 2 , PARCEL 2�C � . P.M. No. 8700 P.M. No. 874 0 =" UNrf 3 P.M. No. 870 + TRACT No. 7229 P.M. BK. 37, PG.173 P.M. BK. 37, PG.173 P.MPM. BK. 60, PG. 142 ws� d + C7F0 _6wm "d � ® ( I l 8 STA. 16+62.79 C.L. TO 29+82.53 C.L. SCALE: 1" = 50° Mak►`(►A FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE SVC BEGIN VERTICAL CURVE E.P. EDGE OF PAVEMENT EVC END VERTICAL CURVE Bpi BEGIN CURB RETURN PI PUNT OF INTERSECTION ECR END CURB RETURN PL PROPERTY LINE BC BEGIN CURVE R/W RIGHT -6F -WAY EC END CURVE TC TOP OF CURB A.P. ANGLE POINT TYP. TYPICAL CAL -TRANS TWE W B ARROW —_-®-_—_-® NIGHT OF WAY ® -- — ® ® -- EDGE OF PAVEMENT CAL -TRANS TWE 11 8 ARROW STOP MEDIAN 39 CAL -TRANS MARKER OR STRIPING DETAIL NUMBER ®T TEMPORARY CAL -TRANS MARKER OR STRIPING DETAIL NUMBER ®F FUTURE CAL -TRANS MARKER OR STRIPING DETAIL NUMBER RI -7 FURNISH & INSTALL TRAFFIC SNOTS PER C.O.B. SID. T-19: -1" - STOONE °W,-6" - SINGLE BROW 'R 'R5-1" - DINE WAY "WI -6" -SINGE ARROW 10 'R5 -l' - 0 NOT ENTER "W7-1° - CURVE ARROW "R26(CA " - NO PARKING ANYTIME "W3 -Y - SIGNAL AHEAD CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTOR/ARTERIAL) 'R3- - RIGHT TURN ONLY °W3-1' - STOP AHEAD 12 'R4-7° - KEEP RIGHT 'S5-2" - END SCHOOL ZONE 'R81(CA)- - BIKE LANE 'S4-2' - WHEN CHILDREN ARE PRESENT 'W31(CA)' - END "S4-3" - SCHOOL PROPOSED 30" IRRIGATION LIR;'. PER SEPARATE PLAN. 'W1,_ - DEAD END 'R2-1' - SPEED LIMIT 20 "WI4-Y - NO OUTLET 'R7-9` - NO PARKING -BIKE LANE 'R3-2' - NO LEFT TURN T-34 1 EGEND CQONT.1: BIKE LAIN: MARKINGS PER CAL -TRANS STANDARDS CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS RPUCABLE CAL -TRANS TYPE 1 (10) ARROW T-'-� CAL -TRANS TWE W ARROW ' CAL -TRANS TYPE VIII ARROW _44. CAL -TRANS TYPE VN ARROW LEFT OR ROT AS APPLICABLE �i CAL -TRANS TWE III ARROW LEFT OR RIGHT AS APPLICABLE ® CAL -TRANS TYPE 1 (18) ARROW CAL -TRANS TWE W B ARROW CAL -TRANS TWE N ARROW ' LEFT OR RIGHT AS APPLICABLE CAL -TRANS TWE 11 8 ARROW STOP *STOP"'STOP" MARKING PER CAL -TRANS STANDARDS AHEAD 'AHEAD" MARKING PER CAL -TRANS STANDARDS & *HANDICAP' MARKING PER CAL -TRANS STANDARDS "RR X1W MARKING PER CAL -TRANS STANDARDS FUTURE CPL -TRANS STRIPING AND MARKINGS, TYPICAL NOTE: CONSTRUCTION NgMa: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS CONSTRUCT TYPE'B" CURB & GUTTER PER C.D.B. STD ST -1 ALL PERMANENT STRIPING & PAVEMENT MARKINGS 0 CONSTRUCT 4.5 (LOCAL STRE;TS)COMBINATION SIDEWALK PER CUB. SID DET. ON SHEET 14. TO BE THERMOPLASTIC PAINT PER CALTRANS Q INSTALL STREET SIGN PER CAB. STANDARD DETAIL T-1. STANDARD SPECIFICATION 8010-21C-19 ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLR R.S.P. RBA, 202 CAM -A' ALL TEMPORARY STRIPING AND MARKING DESIGNATED ® CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. WITH (T) SHALL BE STRIPING TAPE (SSP) OR SAWOUT EXISTING EP. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. WATERBOURNE PAINT. ALL OTHER STRIPING AND NOT USED MARKING SHALL BE THERMOPLASTIC PER CALTRANS © CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SLEET 7. STANDARD SPECIFICATION 8010-21C-19, UNLESS PAINT 12" LIMIT LINE USING THERMOPLASTIC PANT PER CALTRANS STANDARD SPECIFICATON SCALE: 1" = 50' OTHERWISE INDICATED. PTH-02ALKYD. 5o' 25' 0' 50' too' 10 EXISTING UTOJTY POLE TO BE RELOCATED. it CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTOR/ARTERIAL) 12 FUTURE TYPE 'M" CURB PER C.aB. STD. DET. ST-2- T-2FURNISH FURNISH& INSTALL CHANNELIZERS AND SIGNS PER C.O.B. STD. DET. T-29. i4 PROPOSED 30" IRRIGATION LIR;'. PER SEPARATE PLAN. FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER CO.B. STD. DET. T-33 & 95 T-34 Q ®® t8 INSTALL TYPE III SIGN OM4-3 M RKERS IFRRITRACDTE7264 OFFSYIEPER CALTREIIMPROVEMENTS RE NOT CONSTRUCItliSTANDARD PLAN A73C WITH R10 TO D THE IMPROVEMENTS SHOWN HEREIN. 17 INSTALL TYPE F FLEXIBLE POST CLASS 1 DELINEATOR PER CALTRANS STANDARD PLAN A73C. 18 RESTRICTED RIGHT -N, RIGHT -OJT, LIFT -IN ONLY MODIFIED STRIPED MEDIAN PER C.O.B. T-18. Know what's below. Cal before you dig.