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HomeMy WebLinkAbout6.1-1776 RevisionA.C. PAVING TESTING NOTES: SP7-39.01 7-1. ASPHALT CONCRETE (TYPE 'A'). ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PRDVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. PRIOR TD THE ADDITION OF ASPHALT BINDER, THE CDMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFDRM TO THE REQUIREMENTS DF SECTION 39-2.02, "AGGREGATE," OF THE SPECIFICATIDNS FOR 3/4" MAXIMUM, MEDIUM GRADING. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 VISCDSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," OF THE STANDARD SPECIFICATIONS. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE ENGINEER. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATIDN VERIFYING THAT THE AGGREGATES TD BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTIDN 39-2.1312, "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 ACCORDANCEWITH CALIFORNIA TEST 367. LABORATDRY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CDNCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. WHERE NEW ASPHALT CDNCRETE PAVEMENT IS TD CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT EITHER PARALLEL OR PERPENDICULAR TD THE CENTERLINE OF THE STREET, AND AT A MINIMUM DF ONE (1) FOOT FROM THE EXISTING EDGE °' OF PAVEMENT. 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 SECTIDN 200-2.4 OF THE "GREENBOOK"..... WHICH ALLDWS UP TO 5D% OF THE VOLUME TO BE RECLAIMED ASPHALT CDNCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLDWEO. AGGREGATE BASE SHALL BE COMPACTED TD A MINIMUM OF 957. OF MAXIMUM DRY DENSITY. A PRIME CDAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT HOWEVER, ALL OTHER REQUIREMENTS OF SECTIDN 39-4.1311, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 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. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 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. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. 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. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN D.15 FOOT, PAVING OPERATIONS SHALL BE CDNDUCTED IN SUCH A MANNER THAT THE LAYER DF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES DF THE TRAVELED WAY BEFDRE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE ENO OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENOS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 1D 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 BEFDRE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, DR OTHER APPROVED BDND BREAKER, MAY BE PLACED UNDER THE CONFORMS TD FACILITATE THE REMOVAL OF THE CONFDRMS WHEN PAVING OPERATIDNS RESUME. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-213141. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. IF THE IN-PLACE OENSITY OF ANY LDT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CDNTRACTDR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PRDCEOURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NDT CONTINUE UNTIL THE CONTRACTOR HAS NDTIFIEO THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. IF THE TEST RESULTS FOR ANY LOT DF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% DR MORE THAN 967, THE ASPHALT CONCRETE REPRESENTED BY THAT LDT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CDNTRACTDR'S EXPENSE. THE CONTRACTOR SHDULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BRDUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING OIAMDNO BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS DF GRINDING ARE AT A CONSTANT OFFSET FRDM, 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 DF 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. COMPACTION TESTS SHALL BE THE RESPDNSIBIUTY OF THE OEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER & LOCA11ON OF REQUIRED TESTS SHAD_ BE DETERMINED BY THE CITY ENGINEER. NOTE: 95% CDMPACTTON AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. I ICT nc AA A TE -01 A i C STANDARD NOTES 1. ALL IMPRDVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND STATE OF CA., DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS. 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CDNSIDERED PART OF THESE PLANS: ST -1, ST -2, ST -3, ST -10, ST -11, ST -12, ST -22, SW -4, SW -6 S-9, D-14 3. PAVEMENT: SAN JUAN AVE.- A.C. PAVEMENT TO BE D.2D' A.C. DVER 0 4D' AGG. BASE OVER D.50' COMPACTED O.G. TO 957. RELATIVE DENSITY PER APPROVED STREET CONSTRUCTION PLAN REFERENCE NO. 1.1-6250. ALLEN ROAD- A.C. PAVEMENT TO BE 0.45' A.C. OVER D.5D' AGG. BASE OVER 1.65' COMPACTED O.G. TO 95% RELATIVE OENSITY PER APPROVED STREET CONSTRUCTION REFERENCE NO. 6.1-1386 STOCKOALE HIGHWAY- A.C. PAVEMENT TO BE 0.45' A.C. OVER 0.5D' AGG. BASE OVER 1.65' COMPACTED O.G. TO 95% RELATIVE OENSITY PER APPROVED STREET CONSTRUCTION REFERENCE NO. 6.1-1386 4. INSTALL TRAFFIC CONTROL SIGNS 5. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL STREETS UNLESS OTHERWISE NOTED. 6. INSTALL ADDITIONAL '# 3-1/2 PULL BDX FDR STREET LIGHTS AT P.G.& E. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. 7. ALL MANHOLE AND LAMPHOLE FRAME AND CDVERS SHALL BE SET 1/4" BELOW PAVEMENT GRADE. 8. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WDRKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-26DD. 9. WARN ING/REGU LATDRY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PRODF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-2 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. 1D. 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 DN AN APPROVED ENGINEER'S ESTIMATE FOR THE WDRK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE PDSTED PRIDR TO ISSUANCE OF THE PERMIT. 11. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTDR ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 20D-2.2 OF THE STANDARD SPECIFICATIONS FDR PUBLIC WORKS CONSTRUCTIDN, LATEST EDITION ("GREENBDDK"). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB DR CRUSHED MISCELLANEOUS BASE (CMB) CDNFDRMING TO SECTION 20D-2.4 OF THE STANDARD P WORKS CONSTRUCTION, SPECIFICATIONS FOR PUBLIC W 0 STR CT10N LATEST EDITION. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TD WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 12. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRAOE 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. 13. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & CDMPACTEO PER CITY STANDARD DETAIL ST -22 14. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LDCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 15. PRIOR TD 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. 16. 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 DCCUPANCY DF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 17. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWAPPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE OURATTON OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH PROVISIONS DF SATO PLAN. 18. PRIOR TD PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CON011IONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 19. INSTALL BLUE PAVEMENT MARKERS AT CENTERUNES FOR ALL FIRE HYDRANT LOCATIONS. 2D. MEDIAN HAROSCAPE IMPRDVEMENTS SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LAYOUT, COLOR, AND TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE PLANS BY THE RECREATION & PARKS DEPARTMENT. 21. NDTE TO STAMP AN 'S' INTO CURB FACE DVER EACH SEWER LATERAL. 22. LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS DF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. 23. 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. 24. NDTE TO STAMP A 'C' ON TOP DF MEDIAN CURB DVER EACH CONDUIT LOCATION. 25. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT UNE TD WHERE THEY ARE SHOWN HERON. 26. 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 APPROVED CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSIDN ONTO SIDEWALK. 27. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD. IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIALS THEREON, THE GRADING PLANE SHALL CONFORM TO THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TD BE PLACE ON THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN D.D4 FDOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACE ON THE GRADING PLANE, THE GRADING PLANE SHALL NOT VARY MORE THAN 0.04 FOOT ABDVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. 28. IF THE PROJECT IS SUBJECT TD THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "ND -ICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED NTH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2DO9-OD9-OWQ AS AMENDED BY ORDER 2D10-DO14-OWQ AND ORDER 2012-DO06-DWQ) MUST BE FIELD WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTD BEFORE THE BEGINNING DF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NDRMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDIO) NUMBER 5F15C378468 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FDR THIS PRDJECT. I v 1 I V1 /-1 I L I \ I rl L ITEM UNIT SAN JUAN REGULAR AVE. LOCAL HEAVY SUB TOT L LOCAL ALLEN RD. ARTERIAL STOCKDALE HWY. ARTERIAL UB TOTA ARTERIAL GRAND TOTAL A.C. PAVING TONS 43 7 50 58 105 163 213 CLASS II AGG. BASE CUYD 44 5 49 33 60 93 142 SUBGRADE PREPARATION CUYD 55 12 67 108 198 306 373 TYPE "M" MEDIAN CURB LF 25 - 25 - - - 25 6" CURB & GUTTER LF 179 - 179 91 251 342 521 HANDICAP RAMPS EA 4 - 4 2 3 5 9 CROSS GUTTER SF 766 - 766 - - - 766 SAW CUT LINE LF 438 - 438 125 273 398 836 REMOVAL 6" CURB & GUTTER LF 170 - 170 89 230 319 489 STOP SIGN EA 2 - 2 1 1 2 4 6' WIDE MEANDERING SIDEWALK SF 1786 - 1786 3455 3233 6688 8474 DETAIL 22 STRIPING LF 85 - 85 - - - 85 DETAIL 38 STRIPING LF - - - 149 112 261 261 DETAIL 39 STRIPING LF - - - - 112 112 112 �1 z oa) STORM DRAIN MANHOLE EA 1 - 1 - - - 1 18 STORM DRAIN LINE LF 33 - 33 - - - 33 o STREET q LENGTH LF 719 - 719 1 833 1 702 1 1535 1 2254 rA t4 BENCH MARK: ENGINEER TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE McINTOSH & ASSOCIATES CENTERLINE INTERSECTION OF STOCKDALE HIGHWAY AND 2001 WHEELAN COURT JEWETTA AVENUE. BAKERSFIELD, CA 93309 CONTACT: ROGER A. McINTOSH ELEVATION = 365.33' (CITY DATUM - U.S.G.S.) PHONE: (661) 834-4814 BASIS OF BEARINGS: INDEX OF SHEETS THE BEARING OF N 88'48'02" W SHOWN FOR THE CENTERLINE SHEET TITLE OF STOCKDALE HIGHWAY BETWEEN THE E.C. (8000' RAD.) & THE B.C. (3000' RAD.) PER RECORD OF SURVEY, R/S BK. 19, PG. 1 COVER SHEET 117 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. 2 f SAN JUAN AVENUE OWNER/SUBDIVIDER 3 S. ALLEN ROAD 4 STOCKDALE HIGHWAY AMBER INVESTMENTS, LLC 5 STRIPING PLAN A CALIFORNIA LIMITED LIABILITY COMPANY 7512 CALLE PRIVADA -SAN JUAN AVENUE BAKERSFIELD, CA 93309 -S. ALLEN ROAD CONTACT: STEVEN C. ANDERSON 6 STRIPING PLAN PHONE: (661) 392-7000 -STOCKADLE HIGHWAY SITE ADDRESS ? 12702, 12714 & 12800 STOCKDALE HIGHWAY BAKERSFIELD, CALIFORNIA NORTHEAST CORNER OF STOCKDALE HIGHWAY AND ALLEN ROAD. NOTES: NOT ALL UNDERGROUND UTILITIES OR FACILITIES WERE LOCATED BY THIS SURVEY AND THE SURVEYOR ASSUMES NO RESPONSIBILITY FOR UNDERGROUND UTILITIES NOT SHOWN OR FOR INFORMATION DERIVED FROM ANY OUTSIDE SOURCES. AT&T UNDERGROUND LINES ARE NOT SHOWN SINCE MAPS WERE NOT PROVIDED. THE SURVEYOR ASSUMES NO RESPONSIBILITY FOR EASEMENTS, RIGHT-OF-WAYS, PROPERTY LINES OR ANY OTHER INFORMATION PERTAINING TO RECORD TITLE INTEREST DUE TO THE FACT THAT NO TITLE REPORT WAS PROVIDED FOR THIS SURVEY. s jL f i t 1 C6 II \i 1 l ii 1 i it 1r028i , 53,I Ii tt II I� I� I ft I Ii tt I iI fI 1 tt I Ij I i i� i, I 1 €i I ,t CITY OF BAKERSFIELD OFFSITE STREET IMPROVEMENT AND, STORM DRAIN PLANS 12702, 12714 & 12800 STOCKDALE HIGHWAY BAKERSFIELD, CA 93312 P.C.D. NO. 16-0432 WDID NO. 5F15C378468 S.W. COR. SEC. 36,- T.29S., R.26E., M.D.M. N.W. COR. SEC. 1, T.30S., R.26E., M.D.M. • t PAD W ;a- : [PAb .s. SAY---------------------------------- KEY - - == -sr ----------a�.- KEY MAP 1" = 100' NOTE: 1. A PRE -CONSTRUCTION CONFERENCE WILL BE REQUIRED FOR THIS PROJECT. CONTACT THE CONSTRUCTION DIVISION AT (661) 326-3106 OR (661) 326-3049 AT LEAST 10 WORKING DAYS PRIOR TO THE DESIRED START OF CONSTRUCTION TO SET UP AN APPOINTMENT FOR THE PRE -CONSTRUCTION CONFERENCE. 2. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 48 HOURS NOTICE. TELEPHONE 326-3049 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. 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. 1 AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. c6p - z Z-/7 APPROVED BY: ROGER A. MCINTOSH R.C.E. 33322 DATE 1-7 APPROVED BY: NICOLAS FIDLER PUBLIC WORKS DIRECTOR DATE R.C.E. 61069 �REVIEWED BY: , �.4 4�*KASSISTANT PUBLIC WORKS DIRECTOR REVIEWED BY: 71-1 -- _15 111-5-117 TRAFFIC ENGINEER NO FINAL INSPECTION OF THESE IMPROVEMENT PLANS WILL OCCUR UNTIL THE VACATION OF THOSE PORTIONS OF THE WAIVER OF DIRECT ACCESS FOR THE STOCKDALE HIGHWAY AND ALLEN ROAD DRIVEWAY ENTRANCES AND THAT PORTION OF THE ROAD DEDICATION FOR THE OLD DRIVEWAY ENTRANCE ON STOCKDALE HIGHWAY HAVE BEEN VACATED AND THE RESOLUTION RECORDED. AT SOME TIME DURING CONSTRUCTION THE WAIVER OF DIRECT ACCESS MAY STILL BE IN PLACE. Know what's below. Cali before you dig. >_1 ON OVIZ 1Zzcc_4 R ^. Mc 1N7oSy P i R.c. a~. 333aZ HAGEMAN RD. N M A z _> r s� � MEACHAM RDv�y d N N .. A N STATE HWY 58 ROSEDALE HWY. w o � ? rr Q 0 Q w > of yvg w a PROJECT W= cr -) C:, BRIMHALL RD SITE omv STOCKDALEIH TO KD 1, 30126 a! COimm COn4� c CAMINoMMA o U MING a I s o R\�yet comma Z C3 CL g W in von. W�fl fill CITY OF BAKERSFIELD OFFSITE STREET IMPROVEMENT AND, STORM DRAIN PLANS 12702, 12714 & 12800 STOCKDALE HIGHWAY BAKERSFIELD, CA 93312 P.C.D. NO. 16-0432 WDID NO. 5F15C378468 S.W. COR. SEC. 36,- T.29S., R.26E., M.D.M. N.W. COR. SEC. 1, T.30S., R.26E., M.D.M. • t PAD W ;a- : [PAb .s. SAY---------------------------------- KEY - - == -sr ----------a�.- KEY MAP 1" = 100' NOTE: 1. A PRE -CONSTRUCTION CONFERENCE WILL BE REQUIRED FOR THIS PROJECT. CONTACT THE CONSTRUCTION DIVISION AT (661) 326-3106 OR (661) 326-3049 AT LEAST 10 WORKING DAYS PRIOR TO THE DESIRED START OF CONSTRUCTION TO SET UP AN APPOINTMENT FOR THE PRE -CONSTRUCTION CONFERENCE. 2. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 48 HOURS NOTICE. TELEPHONE 326-3049 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. 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. 1 AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. c6p - z Z-/7 APPROVED BY: ROGER A. MCINTOSH R.C.E. 33322 DATE 1-7 APPROVED BY: NICOLAS FIDLER PUBLIC WORKS DIRECTOR DATE R.C.E. 61069 �REVIEWED BY: , �.4 4�*KASSISTANT PUBLIC WORKS DIRECTOR REVIEWED BY: 71-1 -- _15 111-5-117 TRAFFIC ENGINEER NO FINAL INSPECTION OF THESE IMPROVEMENT PLANS WILL OCCUR UNTIL THE VACATION OF THOSE PORTIONS OF THE WAIVER OF DIRECT ACCESS FOR THE STOCKDALE HIGHWAY AND ALLEN ROAD DRIVEWAY ENTRANCES AND THAT PORTION OF THE ROAD DEDICATION FOR THE OLD DRIVEWAY ENTRANCE ON STOCKDALE HIGHWAY HAVE BEEN VACATED AND THE RESOLUTION RECORDED. AT SOME TIME DURING CONSTRUCTION THE WAIVER OF DIRECT ACCESS MAY STILL BE IN PLACE. Know what's below. Cali before you dig. >_1 ON OVIZ 1Zzcc_4 R ^. Mc 1N7oSy P i R.c. a~. 333aZ b/ N M A z _> m y m y N N N .. A N Z vi z !� w > yvg a W= cr C:, N omv a! COimm 0 C3 CL •A von. W�fl o �1 z oa) h v LLJ •a o cn w p N N N --- M 000C> cn a I s I t I z o cod N oM 1 I j s i W O 00+ +0 i I I kad z 1 I 0 I N90'00' 0"E s F + — 1 s s W iv I I 6 rn � 1 m n 00 cr 364 362 Kill 356 354 352 350 ug CONSTRUCTION NOTES: 1,R�N CONSTRUCTANDARD DTYPE ETAIL B- -;URB &GUTTER PER C.O.B. CA - 6281 -UNIT M. . 4 a , `2 !�� v ' -/'-�� °� E S� 26'2$'1 2 CONSTRUCT 6' WIDE MEANDERING SIDEWALK PER C.O.B. �3 ` O STANDARD. W8 6106 Cp5CG �+ Nv 33 0601 ,S 42 3O RELOCATE (E) TRAFFIC SIGN. ty- o s 1 a-(N��\ Q ® REMOVE (E) IMPROVEMENTS AND RECONSTRUCT PER a..N�c�a e ®_ 606 0� 11+Q PLAN. !�, Ni- r _ �',33, 6 O CONSTRUCT COMMERCIAL DRIVE APPROACH PER C.O.B. dr STANDARD DETAIL ST -3. ,� -_y- �� NZ�$ ®'" - �_� CURS _� © INSTALL ADA CURB RAMP PER C.O.B. STANDARD DETAIL I L.S. PARK ' N ✓ � _ ®�� �� /�S U1 �jC -41 SAWCUT 2' BACK MINIMUM FROM EDGE OF PAVEMENT OR AS DIRECTED BY CITY ENGINEER. S� ® (E) CATCH BASIN TO BE PROTECTED -IN-PLACE. _ _ 1 0 0 N '.��' „ ZORM t� 329 M DRP�N VNO Q"S O9 (E) CURB & GUTTER TO BE PROTECTED -IN-PLACE. Z w __ - -`' �,���® �g" RC'sVNE ®6�2� ,® �® S�OR � � 4 � 10 (E) MOW CURB TO BE REMOVED. < ± - -' " yg� ��� �? Q <�� ORS %00 �s�. COIN `�r `® 11 CONSTRUCT TYPE "M' MEDIAN CURB BY MATCHING (E) MEDIAN CURB AND PER C.O.B. STANDARD DETAIL �C�O 19 4 �0 �� ST -2. REMOVE LANDSCAPE AND REPLACE WITH SAME 1 N � ad cn �, Q�� `` aan & CU ^ - p .0 s �. n t HARDSCAPE UP TO LINE SHOWN 11+00 146.30' - _ - A=15*12_ 35"I_ _ - s 12+00 (E)10"S (E) TRAFFIC SIGNAL W/ LIGHT STANDARD, N 8 NQQ ASSIGNED LIGUT o O o 2 ' a 50. NUMBER PER`�C,O.B. ss zZ i EX. CONC I P. _N90'00'00"E 61.13'_ s € I o 0� F1 h�'�� N RPDGS89'19'0,15:f 55.0�- � CAIN I i �S89-19'5"E 11Q 1.0 s' t 1 i s, ALLEN ROAD SAN SEE SHEET 3 'I .1_' _T F { 2 �- �, - � .265•___.-} - ��° � .3• - R 0�3 13+0 6 5 7 49 ? 3 t•3% meg„ 6 od '35"-- -- 21 /� JUAN AVENUE (PUBLIC STREET) (STA. 10+00.00 TO STA. 16+00.00) SCALE: 1" = 30' HORIZONTAL 1" = 3' VERTICAL Z 11 r to W CD N r --r U r 0 M t 1x'110 S - �. " 1✓/" _ i n 1.14019 ��N N14� 1 j I Ij I E SEP ANG YEN ss tt t 1 1 -2- 1 o< o u ii Ii tip- o�L I � 2 o- t� r 7 N d 7 Lail � J r CDs z4 C vu" aim III z s a ,6 �-� + + z r 00 to to UZ +M v .s + W > s 1 It it i 97'29'44" m� a i s suj s (E) TRAFFIC SIGNAL 354 TI=4.5 (E) CURB AND GUTTER z ci /�oTF coR �vElop rR,66 g&j4oYE1> i t ^ ( s s W/ LIGHT STANDARD o ec Icri z OF DIRECT ACCESS RIGHTS PER PARCEL MAP No. 11192 - PHASE 1, s iuiI s si I NO ASSIGNED LIGHT 352 (E) GAS LINE ',z aJ--- i ; I I STD. NUMBER PER C.O.B. cn a I s I t I z o cod N oM 1 I j s i W O 00+ +0 i I I kad z 1 I 0 I N90'00' 0"E s F + — 1 s s W iv I I 6 rn � 1 m n 00 cr 364 362 Kill 356 354 352 350 ug CONSTRUCTION NOTES: 1,R�N CONSTRUCTANDARD DTYPE ETAIL B- -;URB &GUTTER PER C.O.B. CA - 6281 -UNIT M. . 4 a , `2 !�� v ' -/'-�� °� E S� 26'2$'1 2 CONSTRUCT 6' WIDE MEANDERING SIDEWALK PER C.O.B. �3 ` O STANDARD. W8 6106 Cp5CG �+ Nv 33 0601 ,S 42 3O RELOCATE (E) TRAFFIC SIGN. ty- o s 1 a-(N��\ Q ® REMOVE (E) IMPROVEMENTS AND RECONSTRUCT PER a..N�c�a e ®_ 606 0� 11+Q PLAN. !�, Ni- r _ �',33, 6 O CONSTRUCT COMMERCIAL DRIVE APPROACH PER C.O.B. dr STANDARD DETAIL ST -3. ,� -_y- �� NZ�$ ®'" - �_� CURS _� © INSTALL ADA CURB RAMP PER C.O.B. STANDARD DETAIL I L.S. PARK ' N ✓ � _ ®�� �� /�S U1 �jC -41 SAWCUT 2' BACK MINIMUM FROM EDGE OF PAVEMENT OR AS DIRECTED BY CITY ENGINEER. S� ® (E) CATCH BASIN TO BE PROTECTED -IN-PLACE. _ _ 1 0 0 N '.��' „ ZORM t� 329 M DRP�N VNO Q"S O9 (E) CURB & GUTTER TO BE PROTECTED -IN-PLACE. Z w __ - -`' �,���® �g" RC'sVNE ®6�2� ,® �® S�OR � � 4 � 10 (E) MOW CURB TO BE REMOVED. < ± - -' " yg� ��� �? Q <�� ORS %00 �s�. COIN `�r `® 11 CONSTRUCT TYPE "M' MEDIAN CURB BY MATCHING (E) MEDIAN CURB AND PER C.O.B. STANDARD DETAIL �C�O 19 4 �0 �� ST -2. REMOVE LANDSCAPE AND REPLACE WITH SAME 1 N � ad cn �, Q�� `` aan & CU ^ - p .0 s �. n t HARDSCAPE UP TO LINE SHOWN 11+00 146.30' - _ - A=15*12_ 35"I_ _ - s 12+00 (E)10"S (E) TRAFFIC SIGNAL W/ LIGHT STANDARD, N 8 NQQ ASSIGNED LIGUT o O o 2 ' a 50. NUMBER PER`�C,O.B. ss zZ i EX. CONC I P. _N90'00'00"E 61.13'_ s € I o 0� F1 h�'�� N RPDGS89'19'0,15:f 55.0�- � CAIN I i �S89-19'5"E 11Q 1.0 s' t 1 i s, ALLEN ROAD SAN SEE SHEET 3 'I .1_' _T F { 2 �- �, - � .265•___.-} - ��° � .3• - R 0�3 13+0 6 5 7 49 ? 3 t•3% meg„ 6 od '35"-- -- 21 /� JUAN AVENUE (PUBLIC STREET) (STA. 10+00.00 TO STA. 16+00.00) SCALE: 1" = 30' HORIZONTAL 1" = 3' VERTICAL Z 11 r to W CD N r --r U r 0 M t 1x'110 S - �. " 1✓/" _ i n 1.14019 ��N N14� s., le a o e 12 (E) MEDIAN CURB TO BE REMOVED. 6�1 o �g 13 (E) A.C. PAVEMENT TO REMAIN. 1 CS C �� 14 SAN JUAN AVE.- A.C. PAVEMENT TO BE 0.20' A.C. - v OVER 0.40' AGG. BASE OVER 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY PER APPROVED STREET w >` CONSTRUCTION PLAN REFERENCE N0. 1.1-6250. HEAVY DUTY A.C. PAVEMENT TO BE 0.30 A.C. o o ��`� 15 OVER 0.40' AGG. BASE OVER 1.00' COMPACTED O.G. '� (EN(�ON g 250 j N � 0 TO 95% RELATIVE DENSITY PER ONSITE GRADING PLAN. OF, �FtP 231 PC• C F �� a� 16 REMOVE (E) CATCH BASIN AND A PORTION OF (E) DRAIN \, LINE SEE PLAN AND SECTION A THIS DRAWING. �� ; v0�„VMEpRO�ppE0=35-� 0 0 v v,N cn ;, ALLEN ROAD- A.C. PAVEMENT TO BE 0.45 A.C. OVER e4 vO�UME �W SE4Ev: 349 - 0.50 AGG. BASE OVER 1.65 COMPACTED O.G. TO 95% += o o PER APPROVED STREET CONSTRUCTION PLAN REFERENCE o a ® t 80 NO. 6.1-1386 `3 ,6 �Z � `� `� i 2 18 STOCKDALE HIGHWAY- A.C. PAVEMENT TO BE 0.45' A.C. �? 6to o- � v,, s OVER 0.50 AGG. BASE OVER 1.65 COMPACTED O.G. TO v r o s MZ a 95% PER APPROVED STREET CONSTRUCTION PLAN a N REFERENCE NO. 6.1-1386 + k 19 FURNISHED AND INSTALL STORM DRAIN MANHOLE PER v y �, m �"' `y o C-1 �✓ s� C.O.B. STANDARD DETAIL SW -2. SAWCUT (E) PAVEMENT m� N �,u N FOR INSTALLATION OF CONCRETE APRON AROUND THE +, N o d' or o a v, �, (N) DRAIN MANHOLE. r',` RECONSTRUCT WEST SIDE WING OF (E) DRIVEWAY TO A WITH NEW CURB RETURN. PROTECT -IN-PLACE THE REST v N OF THE DRIVEWAY - - SAW CUT CURVE TABLE 358 E SEP ANG YEN CURVE RADIUS LENGTH -2- 1 o< o u r' u tip- o�L � 2 o- t� r 7 N d 7 Lail � J r CDs z4 C vu" aim --01UN �� `� ,6 �-� + + z r 00 to to UZ +M v .s + u1 y tP mm �o Q ov ~� NN 34.03' NN w 97'29'44" m� © (E) HANDICAP RAMP TO REMAIN -CONTRACTOR TO VERIFY s., le a o e 12 (E) MEDIAN CURB TO BE REMOVED. 6�1 o �g 13 (E) A.C. PAVEMENT TO REMAIN. 1 CS C �� 14 SAN JUAN AVE.- A.C. PAVEMENT TO BE 0.20' A.C. - v OVER 0.40' AGG. BASE OVER 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY PER APPROVED STREET w >` CONSTRUCTION PLAN REFERENCE N0. 1.1-6250. HEAVY DUTY A.C. PAVEMENT TO BE 0.30 A.C. o o ��`� 15 OVER 0.40' AGG. BASE OVER 1.00' COMPACTED O.G. '� (EN(�ON g 250 j N � 0 TO 95% RELATIVE DENSITY PER ONSITE GRADING PLAN. OF, �FtP 231 PC• C F �� a� 16 REMOVE (E) CATCH BASIN AND A PORTION OF (E) DRAIN \, LINE SEE PLAN AND SECTION A THIS DRAWING. �� ; v0�„VMEpRO�ppE0=35-� 0 0 v v,N cn ;, ALLEN ROAD- A.C. PAVEMENT TO BE 0.45 A.C. OVER e4 vO�UME �W SE4Ev: 349 - 0.50 AGG. BASE OVER 1.65 COMPACTED O.G. TO 95% += o o PER APPROVED STREET CONSTRUCTION PLAN REFERENCE o a ® t 80 NO. 6.1-1386 `3 ,6 �Z � `� `� i 2 18 STOCKDALE HIGHWAY- A.C. PAVEMENT TO BE 0.45' A.C. �? 6to o- � v,, s OVER 0.50 AGG. BASE OVER 1.65 COMPACTED O.G. TO v r o s MZ a 95% PER APPROVED STREET CONSTRUCTION PLAN a N REFERENCE NO. 6.1-1386 + k 19 FURNISHED AND INSTALL STORM DRAIN MANHOLE PER v y �, m �"' `y o C-1 �✓ s� C.O.B. STANDARD DETAIL SW -2. SAWCUT (E) PAVEMENT m� N �,u N FOR INSTALLATION OF CONCRETE APRON AROUND THE +, N o d' or o a v, �, (N) DRAIN MANHOLE. r',` RECONSTRUCT WEST SIDE WING OF (E) DRIVEWAY TO A WITH NEW CURB RETURN. PROTECT -IN-PLACE THE REST v N OF THE DRIVEWAY 10 LEGEND AND ABBREVIATIONS (E) EXISTING TP TOP OF PAVEMENT (N) NEW TG TOP OF GRATE BW BACK OF SIDEWALK 0/X OVER -EXCAVATION EP EDGE OF PAVEMENT FF FINISH FLOOR TC TOP OF CURB FC FINISH CONCRETE FL FLOWLINE G.B. GRADE BREAK CL CENTERLINE FG FINISH GRADE ELEV ELEVATION FP FINISH PAVEMENT ME MATCH EXISTING SCO SEWER CLEANOUT L.S. LANDSCAPING AREA SWR SEWER FC FINISH CONCRETE DWR DOMESTIC WATER SD STORM DRAIN FWR FIRE WATER XFL (E) FLOWLINE S/W SIDEWALK XFG (E) FlNSIHED GRADE INV. INVERT XFC (E) FlNSIHED CONC. R/W RIGHT-OF-WAY XEP (E) EDGE OF PAVEMENT W/W WALKWAY M.H. MANHOLE O.G. ORIGINAL GROUND B/W BACK OF WALK XTC (E) TOP OF CURB 1o65.6i FL PROPOSED GRADE ELEV. p p� 06 , jo FL EXIST. GRADE ELEV. 0.3159 DIRECTION AND PERCENT OF SLOPE FOR DRAINAGE (E) TRAFFIC SIGN 0 PROPOSED STORM DRAIN MH 0 PROPOSED SEWER MANHOLE 0 PROPOSED SEWER CLEAN OUT © (E) TV CABLE BOX EXISTING WATER VALVE EXISTING FIRE HYDRANT + FIRE RISER LOCATION ® PROPOSED GRATE INLET EXISTING PALM TREE 10 SEE EASEMENT LEGEND ® ITEM OF WORK - SEE SCHEDULE /— PIPE SIZE 8"S— UTILITY S=SEWER W=WATER D=DRAIN G=GAS 12 PROPOSED 6" CURB ONLY PROPOSED 6" CURB & GUTTER CENTERLINE OF STREET -- ----- - -- PROPERTY LINE / RIGHT-OF-WAY ---------- PROPOSED GRADE BREAK 13 - - SAW CUT CURVE TABLE 358 FW CURVE RADIUS LENGTH TANGENT DELTA 1 30.00' 45.44' C 8646'54" 2 20.00' 30.95' 19.54' 88'40'24" 3 30.00' 43.20' 26.31' 82'30'16" 4 20.00' 34.03' 22.80' 97'29'44" 5 © (E) HANDICAP RAMP TO REMAIN -CONTRACTOR TO VERIFY 25.13' - 180'00'00" 354 TI=4.5 (E) CURB AND GUTTER z /�oTF coR �vElop rR,66 g&j4oYE1> - - o (E) STORM DRAIN LINE STA. 13+49.71, C.L. 10.00RT. STA. 13+47.73, C.L. 8.00RT. o ec (E) SEWER LINE z OF DIRECT ACCESS RIGHTS PER PARCEL MAP No. 11192 - PHASE 1, W (E) DOMESTIC WATER LINE STA. 13+12.51, C.L.10.00RT. 352 (E) GAS LINE MONUMENT LEGEND: (E) JOINT UTILITY LINE (E) ELECTRICAL LINE C) FD. 2" I.P. W/HUB AND TAG "L.S. 4383" PER PARCEL MAP crI Cd /v rAcr r14� cI TY DF ei�l46R5rc ICG -6 PAX K 5 ® CALTRANS F" A.D.A. RAMP -SEE ONSITE GRADING No. 11192, PHASE 1, P.M. BK. 57, PG. 13 m Fo (E) FIBER OPTIC LINE ■ FD. PENNY BRASS TAG MRK'D. "L.S. 4383" W/CONCRETE NAIL Q r— (E) TELEPHONE UNE PER PARCEL MAP No. 11192, PHASE 1, P.M. BK. 57, PG. 13 ¢ PLAN. D111/S/pN 47- rG(a/) ,326 - 3Z66 jZOR, ©9 (E) STREET LIGHT TO REMAIN. ❑ FD. C.O.B. CONC. MON. W/BRASS CAP IN L.H. PER R/S, 348 ____ — -ON (E) OVERHEAD UNE R/S BK. 19, PG. 117 - - - - - - - - - - - - (E) EDGE OF PAVEMENT pj FD. CONC. MON. IN L.H. W/BRASS CAP STAMPED "L.S. 4383" 4"'65CAPE 1'49D1FIC`47710^1 ,P6601RC-Me 5 ® PROTECT -IN-PLACE (E) DRAIN STRUCTURE DURING `'' (E) WOOD FENCE PER TRACT No. 6281 -UNIT 1, M.B. 53, PGS. 52-57 () CURB RETURN m (E) BARBED WIRE FENCE ' i . t; (E) JOINT UTILITY TRENCH ■ FD. 2" I.P. W/HUB AND TAG "L.S. 4383" PER TRACT No. 6281 -UNIT 1, M.B. 53, PGS. 52-57 OVEREX UNE 31 PROTECT -IN-PLACE (E) O.H. TRAFFIC SIGNAL • • LIMITS OF GRADING W IMPROVEMENTS DURING RECONSTRUCTION OF CURB REMOVED C) & GUTTER. OF (E)18"D in I z (E) CURB & GUTTER <D r i oo Cp= vi - �_ a POR. O CURB & GUTTER 3® ADJUST TOP OF TRAFFIC SIGNAL BOX TO FINISHED GRADE. z Z N N 4 Z r7 —ice—j APPROXIMATE (E) SOUTH LOWLINE ,F N _..1 Z o TO BE REMOVED W Q � L� SEE ONSITE TO BE REMOVED 1O -� IC0N Cr N� z = SEE ONSITE i� SEE ON ITE ocv E ( ) URB RETURN RADING PLAN w + U n Lo �+� w (n — - U .- z z �- �i o GRADING PLAN VOLUME 4, PAGE 358, OF THE MINUTE BOOKS. GRADIN PLAN - U NZ TO BE REMOVED, (E)18"D =1.33% s R4 IF OF 0% lad SAID EASEMENT IS FOR PUBLIC HIGHWAY PURPOSES, COUNTY ROAD No. 67, ALSO S=-0.587.--- - - S = 025% I - - - S= •5 U - _ - - - - _ _ - - % KNOWN AS ALLEN ROAD. S"1 0 % - (E CURB & GU TER - - _ o �,� - S=0 50% _S=_0. (E) CURB GUTTER EASEMENT IN FAVOR OF THE COUNTY OF KERN FOR PUBLIC HIGHWAY PURPOSES I I N41- S=-0.25% S 0.27% NOTE: A PORTION OF SAID ROAD WAS VACATED BY DOCUMENT RECORDED AUGUST 10, 1992 IN BOOK 6685, PAGE 1573 OF OFFICIAL RECORDS. J C \ O3 AN EASEMENT IN FAVOR OF THE COUNTY OF KERN FOR PUBLIC HIGHWAY PURPOSES Zz RECORDED MAY 13, 1953 IN BOOK 2082, PAGE 107, OF OFFICIAL RECORDS. W r� N N NOTE: A PORTION OF SAID ROAD WAS VACATED BY DOCUMENT RECORDED AUGUST >o o O V) z r\ z r\ rn 's st w a > ca EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES Q CD Q o r� LO O 00 r - Z o c" RECORDED MAY 13, 1987 IN BOOK 6003, PAGE 2271, OF OFFICIAL RECORDS. ^ w 03 OAN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES RECORDED MARCH 17, 1988 IN BOOK 6103, PAGE 1291, OF OFFICIAL RECORDS. W OAN co co f� W 0i C3 m r� W m cD 03 � tt') DECEMBER 4, 1991 IN BOOK 6602, PAGE 896, OF OFFICIAL RECORDS. r7 co 0i N > o M M tt') C) cD � 0i W m I Q RTW RECORDED AUGUST 14, 1996 AS DOCUMENT No. 0916103969 OF OFFICIAL RECORDS. o Q J 50.00' I Og AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES = a" W 'v - PER TRACT No. 6281 - UNIT 1, MAP BOOK 53, PAGE 52 Oj Ci in I'lior7 o 0j 6' ±12' i a O A AN EASEMENT IN FAVOR OF PACIFIC GAS AND ELECTRIC COMPANY FOR ELECTRICAL C� Z Z 18°-26' L\ �� C3 M Ci J LIJ W W LO Z n W� J EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES RECORDED JULY 18, 2005 AS DOCUMENT No. 0205185999 OF OFFICIAL RECORDS. G c 6 W > II- pj Q o r7 M r7 M L'r o7 Z v, ��> n r7 M > M M o M Wz W W w w zw > > > > J > �z J > Q mn I U- J W > z > > > \Q_ J J Z > w w W J J J r= -r- w r- tY —, w J J J w w w J W J J W W W �� W =� J W = W �Lj-i �~ W Z)�Q J W LLQ � J J W W W W �� cL_ p01 H —j W Q Q a W W �UJQ LLz w W -i h= -r- a <! a W W �- r- J W -,j a <! a U w j__ oo . r,_ w � JWcr_ w <! W <! a w U-1 N .. w J m r- Q Cn,�. LL st N \ \ U p �� m U: -t N LIT `gym ti m Lt- st cr_ \ mt- m cfl C�W� mmQ d� mt- `- M N t- a0 N a0 M m M w W - J U) mmC� M Z 0) p r- M cr_ (n =W _ 14: ,r� 00 LO nj d 1 ==CD M 00 LLJ ILO N N 00 �= Z) � N L0 \ QN D ��� 0 � M N0 'i CD c6tNw C) zC) + p = � ^^L�l + ^N N N U z + �? 1¢- 0� NOW X ^ z ^N zt� + z �o� wz� z r- zLL O + LL r--`� o + �� r- wzw�+ Z Z U �+ . o cr_; �+� Q w w v~i r- c��r- W a a r- �o Z d cjo r- Z a r- o� z d r- E5a�2 w W a Q r- U d r- �o Z c3 d t - Ei m m m (n W (n m (n WW (n m m:m (n cd in WW m LL (n I © © 1 6 © 10 LEGEND AND ABBREVIATIONS (E) EXISTING TP TOP OF PAVEMENT (N) NEW TG TOP OF GRATE BW BACK OF SIDEWALK 0/X OVER -EXCAVATION EP EDGE OF PAVEMENT FF FINISH FLOOR TC TOP OF CURB FC FINISH CONCRETE FL FLOWLINE G.B. GRADE BREAK CL CENTERLINE FG FINISH GRADE ELEV ELEVATION FP FINISH PAVEMENT ME MATCH EXISTING SCO SEWER CLEANOUT L.S. LANDSCAPING AREA SWR SEWER FC FINISH CONCRETE DWR DOMESTIC WATER SD STORM DRAIN FWR FIRE WATER XFL (E) FLOWLINE S/W SIDEWALK XFG (E) FlNSIHED GRADE INV. INVERT XFC (E) FlNSIHED CONC. R/W RIGHT-OF-WAY XEP (E) EDGE OF PAVEMENT W/W WALKWAY M.H. MANHOLE O.G. ORIGINAL GROUND B/W BACK OF WALK XTC (E) TOP OF CURB 1o65.6i FL PROPOSED GRADE ELEV. p p� 06 , jo FL EXIST. GRADE ELEV. 0.3159 DIRECTION AND PERCENT OF SLOPE FOR DRAINAGE (E) TRAFFIC SIGN 0 PROPOSED STORM DRAIN MH 0 PROPOSED SEWER MANHOLE 0 PROPOSED SEWER CLEAN OUT © (E) TV CABLE BOX EXISTING WATER VALVE EXISTING FIRE HYDRANT + FIRE RISER LOCATION ® PROPOSED GRATE INLET EXISTING PALM TREE 10 SEE EASEMENT LEGEND ® ITEM OF WORK - SEE SCHEDULE /— PIPE SIZE 8"S— UTILITY S=SEWER W=WATER D=DRAIN G=GAS 12 PROPOSED 6" CURB ONLY PROPOSED 6" CURB & GUTTER CENTERLINE OF STREET -- ----- - -- PROPERTY LINE / RIGHT-OF-WAY ---------- PROPOSED GRADE BREAK 13 362 360 - - - - - - - - - - - - SAW CUT CURVE TABLE 358 FW CURVE RADIUS LENGTH TANGENT DELTA 1 30.00' 45.44' 28.36' 8646'54" 2 20.00' 30.95' 19.54' 88'40'24" 3 30.00' 43.20' 26.31' 82'30'16" 4 20.00' 34.03' 22.80' 97'29'44" 5 © (E) HANDICAP RAMP TO REMAIN -CONTRACTOR TO VERIFY 25.13' - 180'00'00" 362 360 - - - - - - - - - - - - SAW CUT MEDIAN STATION DESCRIPTION: 358 FW PROPOSED FIRE WATER LINE 1❑ A.P.-SAWCUT LINE/ A.P.-SAWCUT LINE ❑7 R3 w PROPOSED DOMESTIC WATER LINESTA. 12+48.38, C.L. 1.44RT. STA. 12+48.38, C.L. 8.58RT. AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR STORM DRAIN PURPOSES - - D PROPOSED STORM DRAIN LINE ❑2 B.C.-SAWCUT LINE ® END (E) MEDIAN REMOVAL/ RECORDED SEPTEMBER 26, 2005 AS DOCUMENT No. 0205263562 OF OFFICIAL RECORDS. 13 ``' 2% v IF POSSIBLE. 12+82.26, C.L. 6.44LT. B.C. (N) MEDIAN NOSE/ 356 s PROPOSED SEWER LINESTA. ❑3 E.C.-SAWCUT LINE MATCH (E) GRADE 2�4 (E) OUTLET STRUCTURE TO BE REMOVED. ------------------------ PROPOSED GRADE BREAK LINESTA. 13+12.50, C.L. 10.00LT. STA. 13+47.73, C.L. 8.001T. © (E) STREET LIGHT TO BE RELOCATED. - - - - - - PROJECT BOUNDARY ® A.P.-SAWCUT LINE Q9 END (E) MEDIAN REMOVAL/ © (E) HANDICAP RAMP TO REMAIN -CONTRACTOR TO VERIFY 4 15 STA. 13+49.75, C.L. 10.00LT. E.C. N MEDIAN NOSE 354 TI=4.5 (E) CURB AND GUTTER ❑5 A.P.-SAWCUT LINE MATCH (E) GRADE /�oTF coR �vElop rR,66 g&j4oYE1> - - o (E) STORM DRAIN LINE STA. 13+49.71, C.L. 10.00RT. STA. 13+47.73, C.L. 8.00RT. o ec (E) SEWER LINE © P.C.C.-SAWCUT LINE OF DIRECT ACCESS RIGHTS PER PARCEL MAP No. 11192 - PHASE 1, W (E) DOMESTIC WATER LINE STA. 13+12.51, C.L.10.00RT. 352 (E) GAS LINE MONUMENT LEGEND: (E) JOINT UTILITY LINE (E) ELECTRICAL LINE C) FD. 2" I.P. W/HUB AND TAG "L.S. 4383" PER PARCEL MAP 350 Cd /v rAcr r14� cI TY DF ei�l46R5rc ICG -6 PAX K 5 ® CALTRANS F" A.D.A. RAMP -SEE ONSITE GRADING No. 11192, PHASE 1, P.M. BK. 57, PG. 13 m Fo (E) FIBER OPTIC LINE ■ FD. PENNY BRASS TAG MRK'D. "L.S. 4383" W/CONCRETE NAIL r— (E) TELEPHONE UNE PER PARCEL MAP No. 11192, PHASE 1, P.M. BK. 57, PG. 13 PLAN. D111/S/pN 47- rG(a/) ,326 - 3Z66 jZOR, ©9 (E) STREET LIGHT TO REMAIN. ❑ FD. C.O.B. CONC. MON. W/BRASS CAP IN L.H. PER R/S, 348 ____ — -ON (E) OVERHEAD UNE R/S BK. 19, PG. 117 - - - - - - - - - - - - (E) EDGE OF PAVEMENT pj FD. CONC. MON. IN L.H. W/BRASS CAP STAMPED "L.S. 4383" 4"'65CAPE 1'49D1FIC`47710^1 ,P6601RC-Me 5 ® PROTECT -IN-PLACE (E) DRAIN STRUCTURE DURING a :�- -�--- (E) WOOD FENCE PER TRACT No. 6281 -UNIT 1, M.B. 53, PGS. 52-57 ® FD. PENNY BRASS TAG MRK D. L.S. 4383 W/CONCRETE NAIL 346 (E) BARBED WIRE FENCE PER TRACT No. 6281 -UNIT 1, M.B. 53, PGS. 52-57 i . t; (E) JOINT UTILITY TRENCH ■ FD. 2" I.P. W/HUB AND TAG "L.S. 4383" PER TRACT No. 6281 -UNIT 1, M.B. 53, PGS. 52-57 OVEREX UNE 31 PROTECT -IN-PLACE (E) O.H. TRAFFIC SIGNAL • • LIMITS OF GRADING SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN RADIAL TABLE RADIAL DIRECTION R1 N00'00'00"E R2 N15*12'35"W R3 N0414'32"E R4 N00'45'25"E 14 15 �--•-18" RGJ-RCP DRAIN LINE @ 0.23% SECTION A SCALE: 1" = 30' HORIZ. 2 1" = 3' VERT. 362 .g I " 1 i 20' 358 1 2' 356 I z 1-- U 1 o v3¢s 354 i 13 - -- ?` _-- 352 NOTE: PAVEMENT PER C.Q.B. APPROVED STREET CONSTRUCTION PLAN REFERENCE NO. 6.1-1386. * OR AS DIRECTED BY CITY ENGINEER 350 346 - >�, .' /y\sS $: 364 362 360 358 356 354 350 SAN JUAN AVENUE (PUBLIC STREET) 1_ -8' 6-8' 2' 21 LANDSCAPING -SEE SEPARATE LANDSCAPE PLANS FOR (E) CATH BASIN DETAILS. i , _ TO BE 'EMOVED AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR STORM DRAIN PURPOSES `� (E) CHAIN LINK FENCE TO BE REMOVED AND SALVAGED Z RECORDED SEPTEMBER 26, 2005 AS DOCUMENT No. 0205263562 OF OFFICIAL RECORDS. 13 ``' 2% v IF POSSIBLE. -- — 5: U " DATED O.R. 2�4 (E) OUTLET STRUCTURE TO BE REMOVED. 14 0 © (E) STREET LIGHT TO BE RELOCATED. 14 5 S�Q� © (E) HANDICAP RAMP TO REMAIN -CONTRACTOR TO VERIFY 4 15 15 IF RAMP IS A.D.A. COMPLIANT, RECONSTRUCT RAMP IF TI=4.5 /�oTF coR �vElop rR,66 g&j4oYE1> FOUND NOT TO BE COMPLIANT OR DAMAGED FROM 7VVO ?'k665 o ec CONSTRUCTION. C16>WAIVER OF DIRECT ACCESS RIGHTS PER PARCEL MAP No. 11192 - PHASE 1, OF 1-1k6 S/Ze mu.5T- PROVIDW.0 z � i ' i Cd /v rAcr r14� cI TY DF ei�l46R5rc ICG -6 PAX K 5 ® CALTRANS F" A.D.A. RAMP -SEE ONSITE GRADING m PLAN. D111/S/pN 47- rG(a/) ,326 - 3Z66 jZOR, ©9 (E) STREET LIGHT TO REMAIN. N I N 4"'65CAPE 1'49D1FIC`47710^1 ,P6601RC-Me 5 ® PROTECT -IN-PLACE (E) DRAIN STRUCTURE DURING I [INV. i . N 18"D 31 PROTECT -IN-PLACE (E) O.H. TRAFFIC SIGNAL W IMPROVEMENTS DURING RECONSTRUCTION OF CURB REMOVED C) & GUTTER. OF (E)18"D D N 00 J <D r i oo Cp= vi - �_ M � n 3® ADJUST TOP OF TRAFFIC SIGNAL BOX TO FINISHED GRADE. Z N N 4 Z r7 —ice—j I Z ,F N _..1 Z in W Q � L� m J "Ir ED 1O AN EASEMENT FOR THE HEREINAFTER SPECIFIC PURPOSE AND INCIDENTAL PURPOSES, IC0N Cr N� z = (0 LO r7 i� o ocv rW- cr- nnn + U n Lo �+� w (n E U U .- z z �- �i o N- �N VOLUME 4, PAGE 358, OF THE MINUTE BOOKS. w - U NZ (n (E)18"D @ 6.4%IQ s R4 IF OF �--•-18" RGJ-RCP DRAIN LINE @ 0.23% SECTION A SCALE: 1" = 30' HORIZ. 2 1" = 3' VERT. 362 .g I " 1 i 20' 358 1 2' 356 I z 1-- U 1 o v3¢s 354 i 13 - -- ?` _-- 352 NOTE: PAVEMENT PER C.Q.B. APPROVED STREET CONSTRUCTION PLAN REFERENCE NO. 6.1-1386. * OR AS DIRECTED BY CITY ENGINEER 350 346 - >�, .' /y\sS $: 364 362 360 358 356 354 350 SAN JUAN AVENUE (PUBLIC STREET) 1_ -8' 6-8' 2' �- 21 LANDSCAPING -SEE SEPARATE LANDSCAPE PLANS FOR � 3 ? DETAILS. y a © RELOCATE (E) TRAFFIC SIGN. AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR STORM DRAIN PURPOSES `� (E) CHAIN LINK FENCE TO BE REMOVED AND SALVAGED M RECORDED SEPTEMBER 26, 2005 AS DOCUMENT No. 0205263562 OF OFFICIAL RECORDS. 13 ``' 2% v IF POSSIBLE. W a 5: U " DATED O.R. 2�4 (E) OUTLET STRUCTURE TO BE REMOVED. 14 0 © (E) STREET LIGHT TO BE RELOCATED. 14 5 S�Q� © (E) HANDICAP RAMP TO REMAIN -CONTRACTOR TO VERIFY 4 15 15 IF RAMP IS A.D.A. COMPLIANT, RECONSTRUCT RAMP IF TI=4.5 /�oTF coR �vElop rR,66 g&j4oYE1> FOUND NOT TO BE COMPLIANT OR DAMAGED FROM 7VVO ?'k665 o ec CONSTRUCTION. C16>WAIVER OF DIRECT ACCESS RIGHTS PER PARCEL MAP No. 11192 - PHASE 1, OF 1-1k6 S/Ze mu.5T- PROVIDW.0 3iAcK TO © PROTECT -IN-PLACE (E) DRY UTILITY LINES. T/ -/C c1rY. PR/o2 TO ST/�1?7- or ccwsrRocr1v" "CASE Cd /v rAcr r14� cI TY DF ei�l46R5rc ICG -6 PAX K 5 ® CALTRANS F" A.D.A. RAMP -SEE ONSITE GRADING m PLAN. D111/S/pN 47- rG(a/) ,326 - 3Z66 jZOR, ©9 (E) STREET LIGHT TO REMAIN. N o N 4"'65CAPE 1'49D1FIC`47710^1 ,P6601RC-Me 5 ® PROTECT -IN-PLACE (E) DRAIN STRUCTURE DURING RECONSTRUCTION OF CURB & GUTTER. 31 PROTECT -IN-PLACE (E) O.H. TRAFFIC SIGNAL IMPROVEMENTS DURING RECONSTRUCTION OF CURB & GUTTER. 3® ADJUST TOP OF TRAFFIC SIGNAL BOX TO FINISHED GRADE. EASEMENT LEGEND: in 1O AN EASEMENT FOR THE HEREINAFTER SPECIFIC PURPOSE AND INCIDENTAL PURPOSES, SQ IN FAVOR OF THE COUNTY OF KERN, AS ESTABLISHED BY ORDER OF THE BOARD OF w E E SUPERVISORS OF KERN COUNTY MADE ON DECEMBER 7, 1887, AND ENTERED IN E U U VOLUME 4, PAGE 358, OF THE MINUTE BOOKS. � m SAID EASEMENT IS FOR PUBLIC HIGHWAY PURPOSES, COUNTY ROAD No. 67, ALSO °O O 0O O U KNOWN AS ALLEN ROAD. cj o OAN EASEMENT IN FAVOR OF THE COUNTY OF KERN FOR PUBLIC HIGHWAY PURPOSES RECORDED OCTOBER 5, 1934 IN BOOK 529, PAGE 462, OF OFFICIAL RECORDS. N N41- NOTE: A PORTION OF SAID ROAD WAS VACATED BY DOCUMENT RECORDED AUGUST 10, 1992 IN BOOK 6685, PAGE 1573 OF OFFICIAL RECORDS. O3 AN EASEMENT IN FAVOR OF THE COUNTY OF KERN FOR PUBLIC HIGHWAY PURPOSES Zz RECORDED MAY 13, 1953 IN BOOK 2082, PAGE 107, OF OFFICIAL RECORDS. a N N NOTE: A PORTION OF SAID ROAD WAS VACATED BY DOCUMENT RECORDED AUGUST o o OAN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES RECORDED MAY 13, 1987 IN BOOK 6003, PAGE 2271, OF OFFICIAL RECORDS. OAN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES RECORDED MARCH 17, 1988 IN BOOK 6103, PAGE 1291, OF OFFICIAL RECORDS. OAN EASEMENT IN FAVOR OF THE PUBLIC FOR PUBLIC UTILITY PURPOSES RECORDED DECEMBER 4, 1991 IN BOOK 6602, PAGE 896, OF OFFICIAL RECORDS. OAN IRREVOCABLE OFFER TO DEDICATE AN EASEMENT OVER A PORTION OF SAID LAND FOR INGRESS, EGRESS ANb ROAD PURPOSES IN FAVOR OF THE CITY OF BAKERSFIELD �- Q RTW RECORDED AUGUST 14, 1996 AS DOCUMENT No. 0916103969 OF OFFICIAL RECORDS. Q J 50.00' I Og AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES = a" W 'v - PER TRACT No. 6281 - UNIT 1, MAP BOOK 53, PAGE 52 VARIES 1p 6' 6' ±12' i a O A AN EASEMENT IN FAVOR OF PACIFIC GAS AND ELECTRIC COMPANY FOR ELECTRICAL V = Z Z 18°-26' HEAVY DUTY FACILITIES RECORDED MARCH 18, 2005 AS DOCUMENT No. 0205066676 OF OFFICIAL J LIJ W W A.C. PAVEMENT I-0 m<@>AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES RECORDED JULY 18, 2005 AS DOCUMENT No. 0205185999 OF OFFICIAL RECORDS. G c 6 W > II- pj Q 2' 1� 11 AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR TEMPORARY FLOWAGE & Z U n �- AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR WATER LINE PURPOSES DRAINAGE PURPOSES RECORDED JULY 18, 2005 AS DOCUMENT No. 0205186000 OF 3 ? FLOWAGE AND DRAINAGE EASEMENT TO CITY OF BAKERSFIELD PER DOCUMENT OFFICIAL RECORDS. a 1 AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR STORM DRAIN PURPOSES `� i\ RECORDED SEPTEMBER 26, 2005 AS DOCUMENT No. 0205263562 OF OFFICIAL RECORDS. 13 ``' 2% v VARIES 1%-2% � AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR SANITARY SEWER PURPOSES ---___-_-_ --- DATED O.R. RECORDED SEPTEMBER 26, 2005 AS DOCUMENT No. 0205263563 OF OFFICIAL RECORDS. 14 0 AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR SANITARY SEWER PURPOSES 14 5 RECORDED SEPTEMBER 26, 2005 AS DOCUMENT No. 0205263564 OF OFFICIAL RECORDS. 4 15 15 EASEMENT(S) FOR PUBLIC UTILITY PURPOSES AND RIGHTS INCIDENTAL THERETO AS TI=4.5 DELINIATED OR AS OFFERED FOR DEDICATION PER PARCEL MAP No. 11192 - PHASE 1, R VALUE=65.4 PARCEL MAP BOOK 57, PAGES 13-14. C16>WAIVER OF DIRECT ACCESS RIGHTS PER PARCEL MAP No. 11192 - PHASE 1, SECTION B PARCEL MAP BOOK 57, PAGES 13-14. AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES SCALE: NONE 2 RECORDED DECEMBER 17, 2008 AS DOCUMENT No. 0208195183 OF OFFICIAL RECORDS. 18 I AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR WATER LINE PURPOSES RECORDED 12/05/2016 AS DOCUMENT No. 0216171718 OF OFFICIAL RECORDS. 19 FLOWAGE AND DRAINAGE EASEMENT TO CITY OF BAKERSFIELD PER DOCUMENT NO. 0217046805 DATED 4/13/17, O.R. 00 ADDITIONAL RIGHT-OF-WAY DEDICATION TO CITY OF BAKERSFIELD PER DOCUMENT 0217044593 DATED 04/07/17, O.R. i 21 PEDESTRIAN EASEMENT TO CITY OF BAKERSFIELD PER DOCUMENT NO. 021 70 4459 4 DATED 04/07/17, O.R. WAIVER OF DIRECT ACCESS VACATED PER DOCUMENT NO. 0217046806 DATED 04/13/17, O.R. (E) WAIVER OF DIRECT ACCESS AT NEW DRIVEWAY TO BE VACATED PER DOCUMENT NO. DATED O.R. Know what's below. call before you dig. 1 PfT* I i � ; . 11 � v ; I � � I � I 7 : II �� i W ,t' I i U ! - II I z ! , I __ _, Q ! � - I w d i - ;1' < � t . � m I ! ; ; (E) TRAFFIC SIGNAL z o ; ^ ! ? W/ LIGHT STANDARD I a� W ! I I NO ASSIGNED LIGHT z I Z J t I STD. NUMBER PER C.O.B. �_ QJ _ _- _- t �) I I - I J J Cl Cl I z I � f. o _ _ _ _. � o i _ , ..--- . -I o w; ___-_ _ f ________ -__— _--- - _ � _ k i RADIUS i 3 W O r, h Z I __ I C) 00 O t I toF c0 c0 h W O O O O _ W __ co rn to $ O 6 O 40--41-j- _ r7 % 0- _ __ corn -j N ,�� ; p _ _ _ ____ ___ I z . . i I 1�j O M NJ M 1�j W z �_of W M. J I- - I U cn cn t I : , � , > Q i! W p�Q > li -1 >W Z N90'00 00,E I ' I J � W ' t I t 1 I I t ___ ,' _ __ _ ___-__ _�_._.. J hW J HUQ I �w P I J W ....._.__ _ ,�, 11+00 146.30' (E) TRAFFIC SIGNAL W/ LIGHT STANDARD, v 0 ASSIGNED LIGHT .,STb. NUMBER PER C.O.B. j . off'} i ---,.,, ' /� s -/— � � \ \ I i � '_ __� '��_ o.- C.k \ 11 y U _ I -�' '-) A�__ I _ - - o °� ®� oc v o _ - � __- ,'51-, R�+ ORI 13 Gp\.I N:�. v_ _ h -> w {' cA = li�o , `A N d' ,.._�-p; k26 28' 18" ��2 1 \ _T1 I- i y -11 o j �� vI �v $w� j� �u-roti_ 35186 W,1S �, _ � \ ir �� 4 v i Z I \ oc N _v- Q ✓ (3 - �CD iK � ;z - N`I 3 54 p1 E 42 i d W_ O N b�-r- N c0 to `� ` !' `-� o v neo r ro e. C fl ° ' "ANN 3 - N { /� ' � + �� b Vis, o, {" Zc��� �, { v l 0.°0 0 , - N � _� 11 I \ vt ` / N �7 s y �, - N !`' ✓ rY v d.Y _ -- 3i % _ �� 01 Y ✓ _ _ - __ w s - -- _ _ ✓ 6 Q`0 l _. _. r r "' r .r 11 I 00 _ �' ,: P$�6 -, 0 C 2 - _R i R � y� CONSTRUCTION NOTES: '_�_ O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STANDARD DETAIL ST -1. 2O CONSTRUCT 6' WIDE MEANDERING SIDEWALK PER C.O.B. ____ STANDARD. O3 RELOCATE (E) TRAFFIC SIGN. ® REMOVE (E) IMPROVEMENTS AND RECONSTRUCT PER PLAN. OCONSTRUCT COMMERCIAL DRIVE APPROACH PER C.O.B. STANDARD DETAIL ST -3. �. ® INSTALL ADA CURB RAMP PER C.O.B. STANDARD DETAIL ST -10. O SAWCUT 2' BACK MINIMUM FROM EDGE OF PAVEMENT OR AS DIRECTED BY CITY ENGINEER. sE � - :�� ® (E) CATCH BASIN TO BE PROTECTED -IN-PLACE. � ® (E) CURB & GUTTER TO BE PROTECTED -IN-PLACE. A -R\ In mm r'HPP TO PP PPIAM/M 1g \ ;�co I . - _- - - - _-- b i'IlAdm _--- - - P o � �--.---- - f- ,. `, ;._ �-_: - CONSTRUCT TYPE "M' MEDIAN CURB BY MATCHING _ o ___� - .-.-- ..�...-., �^? �` ,%'�_ , -'.- -`=. 1 , v-- .fix - fl; �--"- ,_ = - ,: _ ,_ . 5 E /r �, - - - - a _.. - 12 19 (E) MEDIAN CURB AND PER C.O.B. STANDARD DETAIL v - _->''�--_'4 r ''.'-� - P N REPLACE E LACE WITH SAME -A ST 2. REMOVE LANDSCAPE AND R !-1 / - I"` N rl _ m i- 1 �. HAR SCAPE UP TO IN SHOWN _ ,> D LINE z - 4 --~�' k 16 - - 8 '' 4 t>� a� 5 ,� o� I REMOVED. 1 E MED AN URB TO BE _ �---- C _ f11 =- 5 ;.2 _ .. ,: to ...-.�--,... -r-._ A F F - ,.___.__ ,. ,. __ n. 1 ��%"'�� E A.C. PAVEMENT TO REMAIN. !- E8 g 3 � y 13 ��.__ -- f `� \ I 1 2 �.� R �A{1 o SAN JUAN AVE.- A.C. PAVEMENT TO BE 0.20 A.C. �� 14 8 3 y m1 _2. ��", 1 R R �- v OVER 0.40 AGG. BA COMPACTED - i t a '':� � - N SE OVER 0 50 COM A TED O.G 265.46 _ ,,� �1;� ��' T R P PP F-�.�-" -. .. _ �, :° L _ --4 `_y. �,� _.- - 0 95� RELATIVE DENSITY PER ROVED STREET 0 o _ , + - 3 J 3 �, -� CONSTRUCTION P REFERENCE N A �5 2 C LAN RE ERE CE 0. i.1 6250. » R_1000 _ _ - g 360`>gF �,i� r 11 _ v� , 12 35 _ _ C - tA-15 _ _ _, _ 4 y HEAVY DUTY A.C. PAVEMENT TO BE 0.30 A.C. �6 t� rn 0 0 o - 5 12 �t -- 2 o OVER 0.4 A P _. __ . 0 GG. BASE OVER 1.00 COMPACTED O.G. _ � 1 1 s 9 ' `' w 0 N TO 95% RELATIVE DENSITY PER ONSITE GRADING PLAN. <� 1 FC \•\1 .�. v c, o us 8 7 "� -�. -__ - _, - �� rn a, ;;; ��,� 6250 cin oc P a+ _ 4 �- R C• REMOVE E CATH BASIN A A F 16 C BSN ND PORTION 0 E DRAIN N o �- -=" �> OFA 31P �� Q () »» () 8 21 `. 9 19 P P LINE SEE PLAN AND SECTION A THIS DRAWING. ' 3 -- _ <: r c P 0•• ;: - - Y. 6 \,1 .N Z �.- t REQ 12 5 Z - y r;U 2 ,' c? _ n��_w 2'► - y k ME EO Y N N A - PAVEMENT m r _ �, : >.N 0 ALLEN ROAD A.C. AVEME T TO BE 0.45 A.C. OVER -._ 4 _ \,0 OV\ 1.0 N N 17 8• .� ____ _- r - 1 x R 5 v ______�w - - - u 2 L ? W ;� oc LUME p w S•� 3.349 0 'r' 0.50 AGG. SASE OVER 1.65 COMPACTED O.G. TO 95% �_ Y.. -, _.__ ._._ _ _ _ C_ � _ _v._../�3_ _ _1-_- S\� �'i t� N y0 0• LEv•• , rn� I f X361.19 C ' '�-= r = �" 3� f -- ON o Y ,; o o OM E Y ��, PER APPROVED STREET CONSTRUCTION PLAN REFERENCE 11 6 i r , - ~' n`�---- = 362 3B �� g - R1 ti RE SEP PR PLPN j �c yo°�- ,y,� � °o- �', g0� o N0. 6.1-1386 _ __ I m fi I t r 361.31 FC S GRp,OvN a oc� N it a, <r , , » R=1050 00 30.00' o y 1-D . � � �' ,% - rn W ,- o � � -;i 2 i g STOCKDALE HIGHWAY- A.C. PAVEMENT TO BE 0.45' A.C. i £, ' 36244 FC tl=151;235 �� � N �,, ci o �, co fl �- � vt,- `' OVER 0.50' AGG. BASE OVER 1.65' COMPACTED O.G. TO N90'00 00 E 61.13 ONSlSE >y I T CONSTRUCTION PLAN !._ - - -- - - =� - - -' _ -- _ ANO o �� oc °< <-s ; °c °� o- `o , °c 95% PER APPROVED STREE 21 0 E Y oG _ ,, _. _ - 1_m__'_1 z _._� _ __i -! - - � EN g „� c- oc v v- co v, cd. ,, j J v a� x-- — TR ti o y o _� ._ - _ rF, n ! - u „s r y� v N ocY cv o �' „- oc N c� .6 c-1 REFERENCE N0. 6.1-1386 3 Q w _` I I_ji %: �� , 21 ' i f' ... µ j, Y 0' 0� %V. ffl O V US d' Y �' • , V cc CA % l� to `$ - w 3101 _ t ° r `1�• o c- - JJ ,nc r� Ju- o �;o C' v _0 -t-+ 1g FURNISHED AND INSTALL STORM DRAIN MANHOLE PER I m : t I �� 7 Y 0' tf? �" - us U U 6iT`) /`N + iP � U G3 Na) N �-N✓ U � » 7 '� N SEE SEPARATE ONS TE o , yte- 4r -co Y N y O C.O.B.STANDARD DETAIL SW -2. SAWCUT E PAVEMENT S89'19 05 55 00 ot``� �b ., z o,� -' N o= - to ✓u. m N ( ) w h ----- -- C� `i, GRADING PLAN , �Wit �" Z �, + o oc - Y N o v �� t "I' , _ (TIE -LINE) a.`-: , o� v' oc N� ✓ oc �� o � �� Z v N FOR INSTALLATION OF CONCRETE APRON AROUND THE N � j j "" o v a �� v y Y N v °' �� v y N (N) DRAIN MANHOLE. '; rS891 5 E 1,1.OQ ti `� o: ro N �- w .' � v rY "' ?�ti �' y '2� o Y L -L' I RECONSTRUCT ST SIDE WING OF DRIVEWAY TO FIT t- ________________________ � N Z. to N N D- y ` N N zo o ✓ ,� N �, N WE (E) -------'-- o� r v .� , N /� \ WITH NEW CURS RETURN. PROTECT -IN-PLACE THE REST ALLEN ROAD a; v � � d' N v + + y y Y �Y z o=, o YY c� rn + z r0ro 0 o NN O* v, u, NN OF THE DRIVEWAY. SEE SHEET 3 SAN JUAN AVENUE CD d � "� `� ti ro "� �� a � 21 LANDSCAPING -SEE SEPARATE LANDSCAPE PLANS FOR � ``' m� N� _ . �� 'g �° W W DETAILS. (PUBLIC STREET) �� � W �� y�' NN WJ (STA. 10+00.00 TO STA. 16+00.00) �N U -n +{ v y NN `�`� Z CONSTRUCTION NOTES CONT'D): Q RELOCATE (E) TRAFFIC SIGN. » ti>y rn! �"' N CATCH BASIN WEST OPENING JJo (Id) CATCH BASIN (EAST OPENING) SCALE: i = 30 HORIZONTAL ✓tom 1" = 3' VERTICAL A ' NN v z NN W� 364 362 -----____ z! �I z� W W _ _ _ _ vii I I -- (E) CURB & GUTTER o I / TO BE REMOVED _(E) CURB & GUTTER S=1 0.25% T - - ( ) ( ) ¢ Lz 4- W m -1� STA. 15+38.58 F.L. STA. 15+35.07, F.L. (Inn 359.75 NORMAL F.L. ELEVATION = � 359.75 NORMAL F.L. ELEVATION 359.58 DEPRESSED F.L. ELEVATION Q `r°.�ow 359.58 DEPRESSED F.L. ELEVATION U +mm `-' 0O 364 z vm _j Q of of Q > U (nr�r') m (E) `CURB RETURN = m -___.�_ T{ BE REMf3VE1 _ _._e____ _ __.. _____._ 362 SEE ONSITE " POR. (E) CURB & GUTTER URB RETURN' GRADING PLAN; w o TO BE REMOVED; BE REMOVED S -33% _S_00%_ --(E) CURB 8c GUTTER 360 _ 1� 327% - , € i J _ ! rwPROPOSED FIRE WATER LINE k i RADIUS i 3 i $'• O tf) r Z h Z h $ Q > c0 t 0 Q O iJ O y -- .. - W { 356 ___ _ __ _ _ _ - _ _ _ _ _, toF c0 c0 h W O O O O _ h W 0) m LO—­--�!- co rn to $ O 6 O 40--41-j- _ r7 % 0- _ __ corn -j N ,�� ; p _ _ _ M 30.00' M; 1�j 1�j M O 1�j O M NJ M 1�j W z �_of W M. 22.80' W' W W W Zd W �- W W W W Z > Q i! W p�Q > li -1 >W Z > W i �O J J J Fr� J° W W W J � W J J J J WOE W W W W J (i,� W F- W F� W J C7H W< �t- t- �1=- I 2U hW J HUQ W I :. i w 354 �----__..__-_.-_�______�____ �____.___ _ _,___________.___-_�_.�.__________.__��_._______.__---__�_____��__._______;__.___________�_._�-_.-______�__� ,�,. a a a w W Jv_..._ �. ��, N $ J W ....._.__ _ ,�, a a a w J C7 •-.-__-___ _.,_ �- �_ N v J 1 W .___.___________ ap +w , �S �-�----_____>� �. O mmQ (� $ m W I� ti $ \ �' ��M ti �� R/S BK. 19, PG. 117 ��� M $ nc� V_ M PER TRACT No. 6281 -UNIT 1, M.B. 53, PGS. 52-57 �w� ��Z.= ci nOC7 Ma h W co F_- N �� N r UU N Ld LO \mLL, QN :Onp �� UUX O M ^r. �'� 352e___._ �__ OO= ^ + Z++ . 6281 -UNIT 1, M.B. 53, PGS. 52-57 z+ �? p to o w w W+ 2I . ,_..__ ___. ---__ ___--____- _. __. _.____ _ ____. _, ,---___ __ ___- __-.______ _____ _'. ___ .__ _._..__ _M .._—___-_.._._ .-.__.-___ __a.____-� .-_.____._ _. -__ � �. -._ __ _____ _ __v__-'.______ U N=- _ O `- v O M—. ,�, �. _ .- U $. Z� f WRQ . �� � Q �� Qf �� Q I Z Z WWQ Q cn W W cn m W cn (n ' m M 1 cn 350 348 ' _ __ -. _ 10 LEGEND AND ABBREVIATIONS (E) EXISTING TP TOP OF PAVEMENT (N) NEW TG TOP OF GRATE BW BACK OF SIDEWALK 0/X OVER -EXCAVATION EP EDGE OF PAVEMENT FF FINISH FLOOR TC TOP OF CURB FC FINISH CONCRETE FL FLOWLINE G.B. GRADE BREAK CL CENTERLINE FG FINISH GRADE ELEV ELEVATION FP FINISH PAVEMENT ME MATCH EXISTING SCO SEWER CLEANOUT L.S. LANDSCAPING AREA SWR SEWER FC FINISH CONCRETE DWR DOMESTIC WATER SD STORM DRAIN FWR FIRE WATER XFL (E) FLOWLINE S/W SIDEWALK XFG (E) FINSIHED GRADE INV. INVERT XFC (E) FINSIHED CMC. R/W RIGHT-OF-WAY XEP (E) EDGE OF PAVEMENT W/W WALKWAY M.H. MANHOLE O.G. ORIGINAL GROUND B/W BACK OF WALK XTC (E) TOP OF CURB 1065 61 PROPOSED GRADE ELEV. ,�. EXIST. GRADE ELEV. - 0.3159 DIRECTION AND PERCENT OF SLOPE FOR DRAINAGE (E) TRAFFIC SIGN ® PROPOSED STORM DRAIN MH 0 PROPOSED SEWER MANHOLE 0 PROPOSED SEWER CLEAN OUT (E) TV CABLE BOX � �EXISTING WATER VALVE ,�'z. EXISTING FIRE HYDRANT FIRE RISER LOCATION ® PROPOSED GRATE INLET EXISTING PALM TREE 10 SEE EASEMENT LEGEND ® ITEM OF WORK - SEE SCHEDULE /— PIPE SIZE 8"S- UTILITY S=SEWER W=WATER D=DRAIN G=GAS 11 12 13 PROPOSED 6" CURB ONLY PROPOSED 6" CURB & GUTTER - CENTERLINE OF STREET - - - - - - PROPERTY LINE / RIGHT-OF-WAY ------------------------ PROPOSED GRADE BREAK 362 360 - - - -- -- - - -- --- --- -- - SAW CUT MEDIAN STATION DESCRIP11ON: CURVE TABLE rwPROPOSED FIRE WATER LINE A.P.-SAWCUT LINE a A.P.-SAWCUT LINE/ �7 CURVE RADIUS LENGTH TANGENT DELTA 1 30.00' 45.44' 28.36' 86'46'54" 2 20.00' 30.95' 19.54' 88'40'24" 3 30.00' 43.20' 26.31' 82 30'16" 4 20.00' 1 34.03' 1 22.80' 1 97'29'44" 5 8.00' 1 25.13' 1 - 1 180'00'00" 362 360 - - - -- -- - - -- --- --- -- - SAW CUT MEDIAN STATION DESCRIP11ON: 358 rwPROPOSED FIRE WATER LINE A.P.-SAWCUT LINE a A.P.-SAWCUT LINE/ �7 R2 w PROPOSED DOMESTIC WATER LINE STA. 12+48.38, C.L. 1.44RT. STA. 12+48.38, C.L. 8.58RT. N0414'32"E ____D PROPOSED STORM DRAIN LINE Q B.C.-SAWCUT LINE ® END (E) MEDIAN REMOVAL/ \w Zd s PROPOSED SEWER LINE STA. 12+82.26, C.L. 6.44LT. B.C. (N) MEDIAN NOSE/ MATCH (E) GRADE 356 �� 3 E.C.-SAWCUT LINE w w ; ------------------------ PROPOSED GRADE BREAK LINE STA. 13+12.50, C.L. 10.00LT. STA. 13+47.73, C.L. 8.001T. W -- -- - - PROJECT BOUNDARY MEDIAN REMOVAL/ ® A.P.-SAWCUT LINE ® END �NI P_- W W -_� _� _ (E) CURB AND GUTTER STA. 13+49.75, C.L. 10.00LT. E.C. MEDIAN NOSE MATCH (E) GRADE 354 -- ---- -- � A.P.-SAWCUT LINE N - - - - (E) STORM DRAIN LINE STA. 13+49.71, C.L. 10.00RT. STA. 13+47.73, C.L. 8.00R1 C-) __ _ . -_ ___ _ __ ___ - (E) SEWER LINE © P.C.C.-SAWCUT LINE 352 -(E) DOMESTIC WATER LINE,-- - _ _ -----------­-­- STA. 13+1251, C.L. 10.00RT. - . ------ ----- -- (E) GAS LINE MONUMENT LEGEND: $_'_ ------ ----- -- (E) JOINT UTILITY LINE �--A_�O = cn -- _ � -- -- _ (E) ELECTRICAL LINE O FD. 2" I.P. W/HUB AND TAG "LS. 4383" PER PARCEL MAP 350 Icca-6f) No. 11192, PHASE 1, P.M. BK. 57, PG. 13 -- --_--- (E) FIBER OPTIC LINE 0 FD. PENNY BRASS TAG MRK'D. L.S."4383" W/CONCRETE NAIL Q ---' - . - -- - (E) TELEPHONE LINE PER PARCEL MAP No. 11192, PHASE 1, P.M. BK. 57, PG. 13 (! ❑ FD. C.O.B. CONC. MON. W/BRASS CAP IN L.H. PER R/S, 348 --_1__ - --- -- (E) OVERHEAD LINE R/S BK. 19, PG. 117 __ __ ._. ___ ____ _ ___ � __ __. __ __ (E) EDGE OF PAVEMENT ri FD. CONC. MON. IN LH. W/BRASS CAP STAMPED "CTBT 4383" V_ (E) WOOD FENCE PER TRACT No. 6281 -UNIT 1, M.B. 53, PGS. 52-57 ci ® FD. PENNY BRASS TAG MRK'D. "LS. 4383" W/CONCRETE NAIL 346 z,- � - -- (E) BARBED WIRE FENCE PER TRACT No. 6281 -UNIT 1, M.B. 53, PGS. 52-57 a ---- .� — _.----------- (E) JOINT UTILITY TRENCH ■ FD. 2" I.P. W/HUB AND TAG "LS. 4383" PER TRACT No. LL 6281 -UNIT 1, M.B. 53, PGS. 52-57 L -"' > ------------ OVEREX LINE 2I • • LIMITS OF GRADING SECTION DESIGNATION: SECTION LETTER k--- -- - A 2 SHEET WHERE SECTION IS SHOWN RADIAL TABLE RADIAL DIRECTION R1 N00'00'00"E R2 N1512'35"W R3 N0414'32"E R4 I NOO-45-25"E 14 i tnlcuo')l 10:01I w 15 SECTION A SCALE: 1" = 30' HORIZ. 2 1" = 3' VERT. �, I - DCZW mi P_ n 1 W v m Q_ 362 360 R I 358 I I I h h of L0 fn . Q- =:)- W DW ~ Q Q_ W W W W M rn rn M 44 =W > > F> > \w Zd - W W J J:J W J �� I- w w ; w �L� �, OU W J 4< a P_- W W m ti $ ,N '- - . Li..IW:m N MODIFICATION REQUIREMENTS. mIY C-) N M 0- .-- �' v U VoAJRIEoSJ � 1%-2 + - . _ zL' .. r__fL_Z_ F9 $_'_ _ �--A_�O = cn � o — Icca-6f) W'6W< Q I Clm (! cr LJ W 15 SECTION A SCALE: 1" = 30' HORIZ. 2 1" = 3' VERT. �, I - DCZW mi P_ n 1 W v m Q_ 362 360 R I 358 I I I h h of L0 fn . Q- =:)- W DW ~ Q Q_ W W W W J NEW CATCH BASIN STRUCTURES (SEE PLAN). 44 (E) OUTLET STRUCTURE TO BE REMOVED. 1 0 I (E) STREET LIGHT TO BE RELOCATED. - TFCC, 45 N j Z HOMO; Z�W + � �L� �, OU L0 U (n M: i-- Q > p UZQ CONSTRUCTION. - . Li..IW:m N 20' 358 356 354 352 350 mm Vk q SAN JUAN AVENUE (PUBLIC STREET) VARIES VARIES 0'-8' 0'-8' 356 I 2' I _Z _ I � W 112 354 13 �� 1 2% - _ - __ 11 t • tf.. P :f 352 NOTE: PAVEMENT PER C.O.B. APPROVED 4 STREET CONSTRUCTION PLAN REFERENCE NO. 6.1-1386. * OR AS DIRECTED BY CITY ENGINEER 350 INSTALL ADA CURB RAMP PER C.O.B. STANDARD DETAIL 18'-26' (E) CHAIN LINK FENCE TO BE REMOVED AND SALVAGED ST -10. PLACEMENT OF RAMP SHALL BE ROTATED TO AVOID HEAVY DUTY Z IF POSSIBLE. NEW CATCH BASIN STRUCTURES (SEE PLAN). 44 (E) OUTLET STRUCTURE TO BE REMOVED. 1 A PORTION OF THE RIGHT-OF-WAY DEDICATED TO THE CITY Q (E) STREET LIGHT TO BE RELOCATED. OF BAKERSFIELD PER DOCUMENT NO. 0217044593 DATED R. C.E. 33322 45 N 04/07/17, O.R. TO BE VACATED. © (E) HANDICAP RAMP TO REMAIN -CONTRACTOR TO VERIFY 2' R.C.E. 67008 IF RAMP IS A.D.A. COMPLIANT, RECONSTRUCT RAMP IF NOTE: FOR EVERY TREE REMOVED, TWO TREES OF LIKE SIZE FOUND NOT TO BE COMPLIANT OR DAMAGED FROM MUST BE PROVIDED BACK TO THE CITY. PRIOR TO START .) CONSTRUCTION. OF CONSTRUCTION, CONTACT THE CITY OF BAKERSFIELD PARKS DIVISION AT (661) 326-3268 FOR LANDSCAPE /--:;k PROTECT -IN-PLACE (E) DRY UTILITY LINES. MODIFICATION REQUIREMENTS. < CALTRANS "CASE F" A A R '66 -ft - f t'E VARIES 6' 6' #12' i 18'-26' 348 1 SCALE: NONE 2 HEAVY DUTY Z >_ REVISION 346 AP ED A.C. PAVEMENTI m Q - 31- !& ROGER A. cINTOSH DATE R. C.E. 33322 45 N t . U �-2' 2' R.C.E. 67008 tq I o'D a .) � W I V) � < i o 13 2 1- 0- .-- �' v VoAJRIEoSJ � 1%-2 T .____m,___.___ .... - . .. r__fL_Z_ F9 TI=4.5 R VALUE=65.4 Know what's below. Call before you dig. ® .D. . AMP -SEE ONSITE GRADING PLAN. ® (E) STREET LIGHT TO REMAIN. ©0 PROTECT -IN-PLACE (E) DRAIN STRUCTURE DURING RECONSTRUCTION OF CURB & GUTTER. 31 PROTECT -IN-PLACE (E) O.H. TRAFFIC SIGNAL IMPROVEMENTS DURING RECONSTRUCTION OF CURB & GUTTER. Q ADJUST TOP OF TRAFFIC SIGNAL BOX TO FINISHED GRADE. EASEMENT LEGEND: O1 AN EASEMENT FOR THE HEREINAFTER SPECIFIC PURPOSE AND INCIDENTAL PURPOSES, IN FAVOR OF THE COUNTY OF KERN, AS ESTABLISHED BY ORDER OF THE BOARD OF SUPERVISORS OF KERN COUNTY MADE ON DECEMBER 7, 1887, AND ENTERED IN VOLUME 4, PAGE 358, OF THE MINUTE BOOKS. SAID EASEMENT IS FOR PUBLIC HIGHWAY PURPOSES, COUNTY ROAD No. 67, ALSO KNOWN AS ALLEN ROAD. OAN EASEMENT IN FAVOR OF THE COUNTY OF KERN FOR PUBLIC HIGHWAY PURPOSES RECORDED OCTOBER 5, 1934 IN BOOK 529, PAGE 462, OF OFFICIAL RECORDS. NOTE: A PORTION OF SAID ROAD WAS VACATED BY DOCUMENT RECORDED AUGUST 10, 1992 IN BOOK 6685, PAGE 1573 OF OFFICIAL RECORDS. O3 AN EASEMENT IN FAVOR OF THE COUNTY OF KERN FOR PUBLIC HIGHWAY PURPOSES RECORDED MAY 13, 1953 IN BOOK 2082, PAGE 107, OF OFFICIAL RECORDS. NOTE: A PORTION OF SAID ROAD WAS VACATED BY DOCUMENT RECORDED AUGUST OAN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES RECORDED MAY 13, 1987 IN BOOK 6003, PAGE 2271, OF OFFICIAL RECORDS. OAN EASEMENTIN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES RECORDED MARCH 17, 1988 IN BOOK 6103, PAGE 1291, .OF OFFICIAL RECORDS. AN EASEMENT IN FAVOR OF THE PUBLIC FOR PUBLIC UTILITY PURPOSES RECORDED DECEMBER 4, 1991 IN BOOK 6602, PAGE 896, OF OFFICIAL RECORDS. OAN IRREVOCABLE OFFER TO DEDICATE AN EASEMENT OVER A PORTION OF SAID LAND FOR INGRESS, EGRESS AND ROAD PURPOSES IN FAVOR OF THE CITY OF BAKERSFIELD RECORDED AUGUST 14, 1996 AS DOCUMENT No. 0916103969 OF OFFICIAL RECORDS. Og AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES PER TRACT No. 6281 - UNIT 1, MAP BOOK 53, PAGE 52 OAN EASEMENT IN FAVOR OF PACIFIC GAS AND ELECTRIC COMPANY FOR ELECTRICAL FACILITIES RECORDED MARCH 18, 2005 AS DOCUMENT No. 0205066676 OF OFFICIAL <@>AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES RECORDED JULY 18, 2005 AS DOCUMENT No. 0205185999 OF OFFICIAL RECORDS. 11 AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR TEMPORARY FLOWAGE & 0 DRAINAGE PURPOSES RECORDED JULY 18, 2005 AS DOCUMENT No. 0205186000 OF OFFICIAL RECORDS. 12 AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR STORM DRAIN PURPOSES 0 RECORDED SEPTEMBER 26, 2005 AS DOCUMENT No. 0205263562 OF OFFICIAL RECORDS. 13 AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR SANITARY SEWER PURPOSES RECORDED SEPTEMBER 26, 2005 AS DOCUMENT No. 0205263563 OF OFFICIAL RECORDS. 14 AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR SANITARY SEWER PURPOSES RECORDED SEPTEMBER 26, 2005 AS DOCUMENT No. 0205263564 OF OFFICIAL RECORDS. <0>EASEMENT(S) FOR PUBLIC UTILITY PURPOSES AND RIGHTS INCIDENTAL THERETO AS DELINIATED OR AS OFFERED FOR DEDICATION PER PARCEL MAP No. 11192 - PHASE 1, PARCEL MAP BOOK 57, PAGES 13-14. @>WAIVER OF DIRECT ACCESS RIGHTS PER PARCEL MAP No. 11192 - PHASE 1, PARCEL MAP BOOK 57, PAGES 13-14. 17 AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES RECORDED DECEMBER 17, 2008 AS DOCUMENT No. 0208195183 OF OFFICIAL RECORDS. <9>AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR WATER LINE PURPOSES RECORDED 12/05/2016 AS DOCUMENT No. 0216171718 OF OFFICIAL RECORDS. 19 FLOWAGE AND DRAINAGE EASEMENT TO CITY OF BAKERSFIELD PER DOCUMENT NO. 0217046805 DATED 4/13/17, O.R. 0 ADDITIONAL RIGHT-OF-WAY DEDICATION TO CITY OF BAKERSFIELD PER DOCUMENT 0217044593 DATED 04/07/17, O.R. <21>PEDESTRIAN EASEMENT TO CITY OF BAKERSFIELD PER DOCUMENT NO. 0217044594 DATED 04/07/17, O.R. WAIVER OF DIRECT ACCESS VACATED PER DOCUMENT NO. 0217046806 DATED 04/13/17, O.R. Q (E) WAIVER OF DIRECT ACCESS AT NEW DRIVEWAY TO BE VACATED PER DOCUMENT NO. DATED O.R. ,� n � CITY RECORDS NO: rn O M M F 0Q`r Ozy¢ z 0 I Q w14- U 00 � o '-. J W m o V) � N ry W Y- < a m 19 00 h O r- zz V, r- Z 1 o J U) (a m 4 13 q3 tt\ bI �► > 8 Q 8- oli >-�R__ m SECTION B 348 1 SCALE: NONE 2 N >_ REVISION 346 AP ED Q - 31- !& ROGER A. cINTOSH DATE R. C.E. 33322 45 N t . �r8-1 DA IEC PADILLA DATE R.C.E. 67008 TI=4.5 R VALUE=65.4 Know what's below. Call before you dig. ® .D. . AMP -SEE ONSITE GRADING PLAN. ® (E) STREET LIGHT TO REMAIN. ©0 PROTECT -IN-PLACE (E) DRAIN STRUCTURE DURING RECONSTRUCTION OF CURB & GUTTER. 31 PROTECT -IN-PLACE (E) O.H. TRAFFIC SIGNAL IMPROVEMENTS DURING RECONSTRUCTION OF CURB & GUTTER. Q ADJUST TOP OF TRAFFIC SIGNAL BOX TO FINISHED GRADE. EASEMENT LEGEND: O1 AN EASEMENT FOR THE HEREINAFTER SPECIFIC PURPOSE AND INCIDENTAL PURPOSES, IN FAVOR OF THE COUNTY OF KERN, AS ESTABLISHED BY ORDER OF THE BOARD OF SUPERVISORS OF KERN COUNTY MADE ON DECEMBER 7, 1887, AND ENTERED IN VOLUME 4, PAGE 358, OF THE MINUTE BOOKS. SAID EASEMENT IS FOR PUBLIC HIGHWAY PURPOSES, COUNTY ROAD No. 67, ALSO KNOWN AS ALLEN ROAD. OAN EASEMENT IN FAVOR OF THE COUNTY OF KERN FOR PUBLIC HIGHWAY PURPOSES RECORDED OCTOBER 5, 1934 IN BOOK 529, PAGE 462, OF OFFICIAL RECORDS. NOTE: A PORTION OF SAID ROAD WAS VACATED BY DOCUMENT RECORDED AUGUST 10, 1992 IN BOOK 6685, PAGE 1573 OF OFFICIAL RECORDS. O3 AN EASEMENT IN FAVOR OF THE COUNTY OF KERN FOR PUBLIC HIGHWAY PURPOSES RECORDED MAY 13, 1953 IN BOOK 2082, PAGE 107, OF OFFICIAL RECORDS. NOTE: A PORTION OF SAID ROAD WAS VACATED BY DOCUMENT RECORDED AUGUST OAN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES RECORDED MAY 13, 1987 IN BOOK 6003, PAGE 2271, OF OFFICIAL RECORDS. OAN EASEMENTIN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES RECORDED MARCH 17, 1988 IN BOOK 6103, PAGE 1291, .OF OFFICIAL RECORDS. AN EASEMENT IN FAVOR OF THE PUBLIC FOR PUBLIC UTILITY PURPOSES RECORDED DECEMBER 4, 1991 IN BOOK 6602, PAGE 896, OF OFFICIAL RECORDS. OAN IRREVOCABLE OFFER TO DEDICATE AN EASEMENT OVER A PORTION OF SAID LAND FOR INGRESS, EGRESS AND ROAD PURPOSES IN FAVOR OF THE CITY OF BAKERSFIELD RECORDED AUGUST 14, 1996 AS DOCUMENT No. 0916103969 OF OFFICIAL RECORDS. Og AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES PER TRACT No. 6281 - UNIT 1, MAP BOOK 53, PAGE 52 OAN EASEMENT IN FAVOR OF PACIFIC GAS AND ELECTRIC COMPANY FOR ELECTRICAL FACILITIES RECORDED MARCH 18, 2005 AS DOCUMENT No. 0205066676 OF OFFICIAL <@>AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES RECORDED JULY 18, 2005 AS DOCUMENT No. 0205185999 OF OFFICIAL RECORDS. 11 AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR TEMPORARY FLOWAGE & 0 DRAINAGE PURPOSES RECORDED JULY 18, 2005 AS DOCUMENT No. 0205186000 OF OFFICIAL RECORDS. 12 AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR STORM DRAIN PURPOSES 0 RECORDED SEPTEMBER 26, 2005 AS DOCUMENT No. 0205263562 OF OFFICIAL RECORDS. 13 AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR SANITARY SEWER PURPOSES RECORDED SEPTEMBER 26, 2005 AS DOCUMENT No. 0205263563 OF OFFICIAL RECORDS. 14 AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR SANITARY SEWER PURPOSES RECORDED SEPTEMBER 26, 2005 AS DOCUMENT No. 0205263564 OF OFFICIAL RECORDS. <0>EASEMENT(S) FOR PUBLIC UTILITY PURPOSES AND RIGHTS INCIDENTAL THERETO AS DELINIATED OR AS OFFERED FOR DEDICATION PER PARCEL MAP No. 11192 - PHASE 1, PARCEL MAP BOOK 57, PAGES 13-14. @>WAIVER OF DIRECT ACCESS RIGHTS PER PARCEL MAP No. 11192 - PHASE 1, PARCEL MAP BOOK 57, PAGES 13-14. 17 AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES RECORDED DECEMBER 17, 2008 AS DOCUMENT No. 0208195183 OF OFFICIAL RECORDS. <9>AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR WATER LINE PURPOSES RECORDED 12/05/2016 AS DOCUMENT No. 0216171718 OF OFFICIAL RECORDS. 19 FLOWAGE AND DRAINAGE EASEMENT TO CITY OF BAKERSFIELD PER DOCUMENT NO. 0217046805 DATED 4/13/17, O.R. 0 ADDITIONAL RIGHT-OF-WAY DEDICATION TO CITY OF BAKERSFIELD PER DOCUMENT 0217044593 DATED 04/07/17, O.R. <21>PEDESTRIAN EASEMENT TO CITY OF BAKERSFIELD PER DOCUMENT NO. 0217044594 DATED 04/07/17, O.R. WAIVER OF DIRECT ACCESS VACATED PER DOCUMENT NO. 0217046806 DATED 04/13/17, O.R. Q (E) WAIVER OF DIRECT ACCESS AT NEW DRIVEWAY TO BE VACATED PER DOCUMENT NO. DATED O.R. ,� n � CITY RECORDS NO: rn O M M F 0Q`r Ozy¢ z 0 I Q w14- U 00 � o '-. J W m o V) � N ry W Y- < a m 19 00 h O r- zz V, r- Z 1 o J U) (a m 4 13 q3 tt\ bI �► > 8 Q 8- oli >-�R__ m 41 N fN N >_ Z Q Q a 45 N 0 �-_ WWW cry o W < Z V = v 2oIZ �agp = cn � o — z°N_°WZ W'6W< I cr CO g Q v-- N V_ ci Z O T a N N M LL o L -"' > 2I 0 v M WEEi � v cOf a - In EE'v,c 0 0m v v, cd -0 C6 -co m C5 U oov c CU CU •- V - W-15,9 CL cx 11= -v -v = '� •v co � In ,5:0.5 a::mU)= 00 W���1z 1-- ,d- i- M � 0 a— 2! N N 4 4 O 00 I W cc N I N 0) m LL0 >_ Z Q Q a 0 �-_ WWW cry o W < Z V � 2oIZ �agp W � o — z°N_°WZ W'6W< cr CO g Q v-- N V_ ci O T CO).F. vI LL N N M LL o J r, 0 v M I W cc N I N 0) m LL0 S.W. COR. SEC. 36 T.29�R.26.E, M.D.M.- -- ----------------- N.W. COR. SEC. 1 T.30S., RM.D.M. t rt- ------ 1 ----- ------ a ------------- ---- ------------------>- - ----------------------------------- A.P. n STA. 10+54.66, F i w I CL INTERSECTION o z I STA. 18+32.61, ,C.L., ALLEN RD.= O1 Q, {E) MEDIAN CURB STA. 10+00.00 C.L. SAN JUAN AVE. N00'31'54"E 56' N0040'55'E (BASIS OF BEARING) o — —�- - - - - - t- -� - -- 'i'--- -- - -- __ g _ n -------- -;_--- -------------------------��--------------------------------------------------------_-----------------------_------__-_ -- ! i i 708.97 (11E) 12+00 m - 13+0p - �w� o -I e.' rn -- ----f---��W �� -- -1-- - -777.95'_ 18+00 t I EX. O.H. TRAFFIC i N 14+00 I 00 z 15+00 o ULL _--' 16+00 - -- --�--- -- ---I� - =s 0I SIGNAL & LIGHT ' EX. A.C. PAVED ROAD ,� - ^ ^ 708.97 ( 17+00 68.98 I -- - -- -_-- ----'- -- ''� fz�� rn _ mm< rnrn (TIE) t II W ! co STANDARD - ----�---------- co _ �^v u?�c?------ Lo- -_.-.-_ J r t ¢ i �I NO-ASSIGNE LIGHT !---------------- f t- ------ ------------- r� 3 STD. NUMBE `PER G.O. !----------------------- -W �"w ci�z `_----- cid -- - --T---- -_--- Q 00 -� Z W 001 °°1.. EX. A.C. PAVED ROAD o i i E MEDIAN CURB t ZYt I ( } i w U I L I SECTION LINE It - - - - i - - t � � < co co `� Z riw I ,'; �r o _ _ ¢ fifcfl _ �� �r�tLU + Iw Lci ¢c~n x= I ! %n f -UUP a0003 + O N,� —�-- -zv¢ I-<------------------------------------ co 10 o '�1J o l i i 1 0 co i ! ��. W r- r-¢ M g+ I t— W W cn cn -- - —O I O �ti--_z s ! t ! (E)36"S s wz� ++ cn ^� �r� I Q cn W BIW ---- --- �o----- ------ fi� t2M I O Lo c I E= O 0 Q I I s s to (E)36"S z .- i Z Q� +r t7 I 9 to I.. s O� o i I 5 1 t t --, �, I 7 0 d d d cn `n s s s s (E)36"S s v O O ! R4 I t t '� �~ may. .� sr 6 EX. CURB 1 m 06 +i z rn a e"' �"' g 6, EX. UTIL. BOX 00 yr o o t -- - �Ld o �- - - - - - -s, - - - - - - - - - - ' E 18"D - - - - �C GUTTER t - - - - - - - - -°' o c o°' ' �`° _ 10 &GONG. PAD ----------------------- -_ -- c°On -- i----- RAMP _TO_REMAIN------- - J 4 ------>------- � Q° 00 ! SEE DETAIL 1w -___-= - _ - - -------- -- ------ ---------------- -------------7-1-- ON - -- D - -- --- - - -_ --___= -- -- _ �.--- -- o--- a' - �----------- - - - =- =- -->c> - = - 16 -- - i :i ____ -__ - ! SHEET 4 i i sp _ T �, er, �6, - -------------- m ---- - ^� --� ----- - -- zi ! I I �/ ?5 so 1� 's w E 4' G -SCG moo. o E 16 Vd 4 cA -�6 - ---- --- - 361.27 FC ----- - -- --- -- - -� 1� __ sl 1 _ 1 FC , es o — _ ----- — �s---- m —-----a — cv E — L— _ _ - i ¢ d i Iii r i r �' E 16 ^a � ®� 36, 2. (} - --- �----- 1�#i�V_ - - -� c4--n"q- �"-`""-!, .E . � � — — -., � - 36 - `mss=�`" .` 6 0• 36H7----- ---�-- - � c, _ _ - . i i j � & m- � 26¢Ff' �' � -6 _-_ _ �_.._ P � .�� e•_-.�_--o' o _ �,._� `Jw- --� 21 ��, + � ��_ �`c' t — 362.FN __-- -�+-_- -• �- --1 `_�'16 fa - - 15 -coo --��- _ 10 - 6 .E�6.08FC_--•—� M� os0.rsLA r 5 CY EX. TRAFFIC SIGNAL 36 __- 2O& CROSS WALK TYPg I si j / 9 2 5 ] �r 21 ! 21 o r� END OF CURB BLDG. �i w �o SEG ALO.H&TRAFF(G j I SETBACK LINE 1 &GUTTER TYP. F 21 I �' A I t t { r I I i iI i I �` BLDG. SETBACK LINE € 6 ' 6192 o I °s LIGHT STANDAi I i i -=_ ------------------ i ,> IRL moSTD. NUMBER R C.O.B. I ° I '� ( �0 2 NO ASSIGNED H , , - SEE SEPARATE ONSITE __ p U 11 I t GRADING PLAN I off' v I E) W + t SEE SEPARATE ONSITE 6Y i t ! 14 I z ! GRADING PLAN zw cn I r I --- r -- I74� I I _�, i c� t I -a-. r---- --------------� - STOCKDALE HIGHWAY 6 " I o ( m E B.C.R. N CURB RETURN SEE SHEET 4 E.C.R. (N) CURB RETURN/ • I z w _ () /AN JUAN AVENUE MATCH E GRADE "' i I 1� SEE SHEET 2 MATCH E GRADE ALLEN MnR Q A D STA. 14+08.45, C.L. 97.2 RT.= STA. 14+23.10, F.L. 364 362 360 358 356 354 KIM 350 348 10 11 12 13 14 LEGEND AND ABBREVIATIONS CONSTRUCTION NOTES CONT 'D.: EASEMENT LEGEND: (E) EXISTING TP TOP OF PAVEMENT PROPOSED 6' CURB ONLY SAN JUAN AVE.- A.C. PAVEMENT TO BE 0.20' A.C. O AN EASEMENT FOR THE HEREINAFTER SPECIFIC PURPOSE AND INCIDENTAL PURPOSES, (N) NEW TG TOP OF GRATE PROPOSED 6" CURB & GUTTER OVER 0.40' AGG. BASE OVER 0.50' COMPACTED O.G. IN FAVOR OF THE COUNTY OF KERN, AS ESTABLISHED BY ORDER OF THE BOARD OF BW BACK OF SIDEWALK 0/X OVER -EXCAVATION TO 95% RELATIVE DENSITY PER APPROVED STREET SUPERVISORS OF KERN COUNTY MADE ON DECEMBER 7, 1887, AND ENTERED IN EP EDGE OF PAVEMENT FF FINISH FLOOR - - - CENTERLINE OF STREET CONSTRUCTION PLAN REFERENCE NO. 1.1-6250. VOLUME 4, PAGE 358, OF THE MINUTE BOOKS. TC TOP OF CURB FC FINISH CONCRETE -- -- -- PROPERTY LINE / RIGHT-OF-WAY 15 HEAVY DUTY - A.C. PAVEMENT TO BE 0.30' A.C. SAID EASEMENT IS FOR PUBLIC HIGHWAY PURPOSES, COUNTY ROAD No. 67, ALSO FL FLOWLINE G.B. GRADE BREAK ------------------------ PROPOSED GRADE BREAK OVER 0.40' AGG. BASE OVER 1.00' COMPACTED O.G. KNOWN AS ALLEN ROAD. CL CENTERLINE FG FINISH GRADETO 95% RELATIVE DENSITY PER ONSITE GRADING PLAN. 2 AN EASEMENT IN FAVOR OF THE COUNTY OF KERN FOR PUBLIC HIGHWAY PURPOSES ELEV ELEVATION FP FINISH PAVEMENT - - SAW CUT 16 REMOVE (E) CATCH BASIN AND A PORTION OF (E) DRAIN RECORDED OCTOBER 5, 1934 IN BOOK 529, PAGE 462, OF OFFICIAL RECORDS. ME MATCH EXISTING SCO SEWER CLEANOUT FWPROPOSED FIRE WATER LINE LINE SEE PLAN AND SECTION "A" THIS DRAWING. NOTE: A PORTION OF SAID ROAD WAS VACATED BY DOCUMENT RECORDED AUGUST L.S. LANDSCAPING AREA SWR SEWER w PROPOSED DOMESTIC WATER LINE�j 7� ALLEN ROAD- A.C. PAVEMENT TO BE 0.45' A.C. OVER 10, 1992 IN BOOK 6685, PAGE 1573 OF OFFICIAL RECORDS. FC FINISH CONCRETE DWR DOMESTIC WATER `J 0.50' AGG. BASE OVER 1.65' COMPACTED O.G. TO 95% O3 AN EASEMENT IN FAVOR OF THE COUNTY OF KERN FOR PUBLIC HIGHWAY PURPOSES F STORM DRAIN FWR FIRE WATER - - D PROPOSED STORM DRAIN LINE PER APPROVED STREET CONSTRUCTION PLAN REFERENCE RECORDED MAY 13, 1953 IN BOOK 2082, PAGE 107, OF OFFICIAL RECORDS. XFL (E) FLOWLINE S/W SIDEWALK s PROPOSED SEWER LINE NO. 6.1-1386 NOTE: A PORTION OF SAID ROAD WAS VACATED BY DOCUMENT RECORDED AUGUST XFG (E) FINSIHED GRADE INV. INVERT XFC (E) FINSIHED CONC. R/W RIGHT-OF-WAY ------------------------ PROPOSED GRADE BREAK LINE 18 STOCKDALE HIGHWAY- A.C. PAVEMENT TO BE 0.45' A.C. O AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES XEP (E) EDGE OF PAVEMENT W/W WALKWAY OVER 0.50' AGG. BASE OVER 1.65' COMPACTED O.G. TO RECORDED MAY 13, 1987 IN BOOK 6003, PAGE 2271, OF OFFICIAL RECORDS. M.H. MANHOLE O.G. ORIGINAL GROUND - - PROJECT BOUNDARY R95%EF PER APPROVED STREET CONSTRUCTION PLAN 5 AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES B/W BACK OF WALK XTC (E) TOP OF CURB (E) CURB AND GUTTER REFERENCE N0. 6.1-1386 O RECORDED MARCH 17, 1988 IN BOOK 6103, PAGE 1291, OF OFFICIAL RECORDS. 1065.61 6L PROPOSED GRADE ELEV. 0 �g FURNISHED AND INSTALL STORM DRAIN MANHOLE PER AN EASEMENT IN FAVOR OF THE PUBLIC FOR PUBLIC UTILITY PURPOSES RECORDED (E) STORM DRAIN LINE C.O.B. STANDARD DETAIL SW -2. SAWCUT (E) PAVEMENT 6 tp�-" _ .30 FL EXIST. GRADE ELEV. s DECEMBER 4, 1991 IN BOOK 6602, PAGE 896, OF OFFICIAL RECORDS. DIRECTION AND PERCENT OF SLOPE (E) SEWER LINE FOR INSTALLATION OF CONCRETE APRON AROUND THE 0.315% w(E) DOMESTIC WATER LINE (N) DRAIN MANHOLE. 7 AN IRREVOCABLE OFFER TO DEDICATE AN EASEMENT OVER A PORTION OF SAID LAND FOR DRAINAGE FOR INGRESS, EGRESS AND ROAD PURPOSES IN FAVOR OF THE CITY OF BAKERSFIELD (E) GAS LINE ©0 RECONSTRUCT WEST SIDE WING OF (E) DRIVEWAY TO FIT - (E) TRAFFIC SIGN c WITH NEW CURB RETURN. PROTECT -IN-PLACE THE REST RECORDED AUGUST 14, 1996 AS DOCUMENT No. 0916103969 OF OFFICIAL RECORDS. o PROPOSED STORM DRAIN MH (E) JOINT UTILITY LINE OF THE DRIVEWAY. Og AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES E ELECTRICAL LINE 21 LANDSCAPING -SEE SEPARATE LANDSCAPE PLANS FOR PER TRACT No. 6281 - UNIT 1, MAP BOOK 53, PAGE 52 ® PROPOSED SEWER MANHOLE () DETAILS. O AN EASEMENT IN FAVOR OF PACIFIC GAS AND ELECTRIC COMPANY FOR ELECTRICAL © PROPOSED SEWER CLEAN OUT F0 (E) FIBER OPTIC LINE © RELOCATE (E) TRAFFIC SIGN. FACILITIES RECORDED MARCH 18, 2005 AS DOCUMENT No. 0205066676 OF OFFICIAL Q (E) TV CABLE BOX T— (E) TELEPHONE LINE10 AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES t! EXISTING WATER VALVE © (E) CHAIN LINK FENCE TO BE REMOVED AND SALVAGED RECORDED JULY 18, 2005 AS DOCUMENT No. 0205185999 OF OFFICIAL RECORDS. —py (E) OVERHEAD LINE IF POSSIBLE. A EXISTING FIRE HYDRANT— ® (E) OUTLET STRUCTURE TO BE REMOVED. AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR TEMPORARY FLOWAGE & _ _ _ FIRE RISER LOCATION - - - - (E) EDGE OF PAVEMENT 11DRAINAGE PURPOSES RECORDED JULY 18, 2005 AS DOCUMENT No. 0205186000 OF (E) WOOD FENCE © (E) STREET LIGHT TO BE RELOCATED. OFFICIAL RECORDS. ® PROPOSED GRATE INLET g (E) HANDICAP RAMP TO REMAIN -CONTRACTOR TO VERIFY 12 AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR STORM DRAIN PURPOSES EXISTING PALM TREE (E) BARBED WIRE FENCE © IF RAMP IS A.D.A. COMPLIANT, RECONSTRUCT RAMP IF RECORDED SEPTEMBER 26, 2005 AS DOCUMENT No. 0205263562 OF OFFICIAL RECORDS. U (E) JOINT UTILITY TRENCH FOUND NOT TO BE COMPLIANT OR DAMAGED FROM 13 AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR SANITARY SEWER PURPOSES <@>SEE EASEMENT LEGEND ------------ OVEREX LINE CONSTRUCTION. RECORDED SEPTEMBER 26, 2005 AS DOCUMENT No. 0205263563 OF OFFICIAL RECORDS. ITEM OF WORK -SEE SCHEDULE PROTECT -IN-PLACE (E) DRY UTILITY LINES. AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR SANITARY SEWER PURPOSES O # • • LIMITS OF GRADING 14 /— PIPE SIZE SECTION DESIGNATION: CALTRANS "CASE F" A.D.A. RAMP -SEE ONSITE GRADING RECORDED SEPTEMBER 26, 2005 AS DOCUMENT No. 0205263564 OF OFFICIAL RECORDS. " PLAN. 15 EASEMENT(S) FOR PUBLIC UTILITY PURPOSES AND RIGHTS INCIDENTAL THERETO AS 8S— UTILITY SECTION LETTER "SEWER W=WATER A ® (E) STREET LIGHT TO REMAIN. DELINIATED OR AS OFFERED FOR DEDICATION PER PARCEL MAP No. 11192 - PHASE 1, D=DRAIN G=GAS ,--- - - - - - ©0 PROTECT -IN-PLACE (E) DRAIN STRUCTURE DURING PARCEL MAP BOOK 57, PAGES 13-14. SHEET WHERE SECTION IS SHOWN RECONSTRUCTION OF CURB & GUTTER. 16 PARCEL MAP BOOK 57, PAGES 13-14. WAIVER OF DIRECT ACCESS RIGHTS PER PARCEL MAP No. 11192 - PHASE 1, 31 PROTECT -IN-PLACE (E) O.H. TRAFFIC SIGNAL O AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES CONSTRUCTION NOTES: CONSTRUCTION NOTES CONT'D.: IMPROVEMENTS DURING RECONSTRUCTION OF CURB 17 RECORDED DECEMBER 17, 2008 AS DOCUMENT No. 0208195183 OF OFFICIAL RECORDS. O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. & GUTTER. STANDARD DETAIL ST -1. ® (E) CATCH BASIN TO BE PROTECTED -IN-PLACE. ® ADJUST TOP OF TRAFFIC SIGNAL BOX TO FINISHED GRADE. AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR WATER LINE PURPOSES 18 2 O CONSTRUCT 6' WIDE MEANDERING SIDEWALK PER C.O.B. RECORDED 12/05/2016 AS DOCUMENT No. 0216171718 OF OFFICIAL RECORDS. STANDARD. O9 (E) CURB &GUTTER TO BE PROTECTED -IN-PLACE. 19 FLOWAGE AND DRAINAGE EASEMENT TO CITY OF BAKERSFIELD PER DOCUMENT O3 RELOCATE (E) TRAFFIC SIGN. 10 (E) MOW CURB TO BE REMOVED. NO. 0217046805 DATED 4/13/17, O.R. ®REMOVE (E) IMPROVEMENTS AND RECONSTRUCT PER CONSTRUCT TYPE "M' MEDIAN CURB BY MATCHING 0 ADDITIONAL RIGHT-OF-WAY DEDICATION TO CITY OF BAKERSFIELD PER DOCUMENT PLAN. (E) MEDIAN CURB AND PER C.O.B. STANDARD DETAIL 0217044593 DATED 04/07/17, O.R. OCONSTRUCT COMMERCIAL DRIVE APPROACH PER C.O.B. ST -2. REMOVE LANDSCAPE AND REPLACE WITH SAME 21 PEDESTRIAN EASEMENT TO CITY OF BAKERSFIELD PER DOCUMENT NO. 0217044594 STANDARD DETAIL ST -3. HARDSCAPE UP TO LINE SHOWN. DATED 04/07/17, O.R. © WAIVER OF DIRECT ACCESS VACATED PER DOCUMENT N0. 0217046806 DATED INSTALL ADA CURB RAMP PER C.O.B. STANDARD DETAIL � (E} MEDIAN CURB TO BE REMOVED. AIVER17, O.R. ST -10. OSAWCUT 2' BACK MINIMUM FROM EDGE OF PAVEMENT 1© (E) A.C. PAVEMENT TO REMAIN. <@>(E) WAIVER OF DIRECT ACCESS AT NEW DRIVEWAY TO BE VACATED PER DOCUMENT NO. OR AS DIRECTED BY CITY ENGINEER. DATED O.R. I STA. 14+54.25, C.L. 86.09RT.= o I I STA. 14+36.77, F.L. 19I 0. (PUBLIC STREET) a. (STA. 10+00.00 TO STA. 18+32.61) SCALE: 1" = 30' HORIZONTAL 1" = 3' VERTICAL 15 374 KYIM KM# 366 m. 362 358 356 354 N&YA 16 17 RADIAL DIRECTION OFFSITE IMPR VEMENT J ONSITE IMPROVEMENT N15'12'35"W R3 APPROXIMATE R4 E) EAST FLOVILINE 358 SEE SEPARA FD. PENNY BRASS TAG MRK'D. "L.S. 4383" W/CONCRETE NAIL (E CURB RETUR AND P DRAIN (N)24" RGJ- (E) R q AND LINE Q 10.12% I LINE 0 .20% V1 i PER TRACT No. 6281 -UNIT 1, M.B. 53, PGS. 52-57 } 0 FD. PENNY BRASS TAG MRK'D. "L.S. 4383" W/CONCRETE NAIL _o Ln PER TRACT No. 6281 -UNIT 1, M.B. 53, PGS. 52-57 CD w 354 N q FD. 2' 1. P. W/HUB AND TAG "LS. 4383" PER TRACT No. ' o 6281 -UNIT 1, M.B. 53, PGS. 52-57_ I �� >W a C3 SEE ONSITEAE GRADING P AN ORROF URB & f r; W ~�Q WE= PFLOWLINE_�`� rSz IM W W •�, NLd_ o V h (/� + tom- co V N W m ¢> �z ¢ Z .� ma V) LLJcoOfO V) N O -S -0.21%_ N o C-4 M S=-0.20% GUTTER TO BE REMOVED LLJO cO U) W .v ------i Q 'L1 C) Z ~ w z 4 �(E) _ -0 - - '— ------_ � W � W� MP. SUMP --- --- --- 'E - COMPACTED. --'---_ _ -- SEE ONSITE - - - S=-0.20% - --- --- PLAN. I a _ I �� i I I t t 0.9 i t Q moo •4-- N --- _--S -0.58% ZI I I I i , 1, I € I I �tl � � I r------ -----I o ! 4 �----- - ---- -------- F- Lq C) INVERT O 18"D I -- -- INVERT (N) 24"D C) rn to coo to M co to coo M ¢ I N M � w W w w w w a a a O O a co a a Q�t OR N �t N d \ j O C7 co O O .- CO pry co M w \D_' M w r j W z > w w Z j J O W O W z � W O F— W W W W J W W _I H W W W J W LL ¢ ¢ a, to U0 O UC7 0—,6 i� p UO M C � _ U') m rfi W + _ ao Z� + UQ H UQ H WM ~ W V ¢ LU M cn m LZ to m m T F¢— cn © ! I 15 374 KYIM KM# 366 m. 362 358 356 354 N&YA 16 17 RADIAL TABLE RADIAL DIRECTION OFFSITE IMPR VEMENT J ONSITE IMPROVEMENT N15'12'35"W R3 N0414'32"E R4 N00'45'25"E 358 SEE SEPARA FD. PENNY BRASS TAG MRK'D. "L.S. 4383" W/CONCRETE NAIL E)18" RGJ-R P DRAIN (N)24" RGJ- CP DRAIN FD. C.O.B. CONC. MON. W/BRASS CAP IN L.H. PER R/S, LINE Q 10.12% I LINE 0 .20% V1 i PER TRACT No. 6281 -UNIT 1, M.B. 53, PGS. 52-57 0 FD. PENNY BRASS TAG MRK'D. "L.S. 4383" W/CONCRETE NAIL _o Ln PER TRACT No. 6281 -UNIT 1, M.B. 53, PGS. 52-57 CD w 354 N q FD. 2' 1. P. W/HUB AND TAG "LS. 4383" PER TRACT No. ' o 6281 -UNIT 1, M.B. 53, PGS. 52-57_ I �� >W a C3 352 c f r; W ~�Q WE= rSz IM W W •�, NLd_ o V h (/� + tom- co V N W m ¢> �z ¢ Z .� ma V) LLJcoOfO V) N O C:5 N o C-4 M LLJO cO U) W .v ------i Q 'L1 C) Q E- w �. ` ~ w z 4 �(E) -0 - � W � W� MP. SUMP �� --'---_ 'E AND RE COMPACTED. --'---_ _ -- SEE ONSITE GRADING PLAN. I t I �� i I I t t i t Q moo •4-- N i I t tl I I I i , 1, I € I I �tl � � I r------ -----I ! 4 �----- - ---- -------- --------- INVERT O 18"D I -- -- INVERT (N) 24"D RADIAL TABLE RADIAL DIRECTION R1 N00'00'00"E R2 N15'12'35"W R3 N0414'32"E R4 N00'45'25"E SECTION C SCALE: 1" = 30' HORIZ. 3 1" = 3' VERT. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 6 30.00' 44.54' 27.52' 85'03'50" 7 30.00' 46.82' 29.70' 89-2-,'-;R- 374 372 S. ALLEN ROAD PUBLIC STREET) VARIES • � 4' TO 71I \ VAI KM# 18' TO 7' W] 65'-±90.5' ±37'-±48' 368 ( W z (E) MEDIAN CURB TO REMAIN - � 3 366 2% 2% MIN. N NOTE: PAVEMENT PER C.O.B. APPROVED u _--- STREET CONSTRUCTION PLAN 364 REFERENCE NO. 6.1-1386. * OR AS DIRECTED BY CITY ENGINEER SECTION D 362 SCALE: NONE 3 364 362 360 358 356 354 352 350 348 17.8' I I VARIES Uji� i > CL CL F �I W W I tNi En Z I o0 12% MIN. I VAL R/W ION BY TE DOCUMENT SEE SEPARATE ONSITE GRADING PLAN 360 MONUMENT LEGEND: > 8 FD. 2" I.P. W/HUB AND TAG "L.S. 4383" PER PARCEL MAP No. 11192, PHASE 1, P.M. BK. 57, PG. 13 V) 358 0 FD. PENNY BRASS TAG MRK'D. "L.S. 4383" W/CONCRETE NAIL PER PARCEL MAP No. 11192, PHASE 1, P.M. BK. 57, PG. 13 ❑ FD. C.O.B. CONC. MON. W/BRASS CAP IN L.H. PER R/S, R/S BK. 19, PG. 117 356 V1 FD. CONC. MON. IN L.H. W/BRASS CAP STAMPED "L.S. 4383" PER TRACT No. 6281 -UNIT 1, M.B. 53, PGS. 52-57 0 FD. PENNY BRASS TAG MRK'D. "L.S. 4383" W/CONCRETE NAIL _o Ln PER TRACT No. 6281 -UNIT 1, M.B. 53, PGS. 52-57 ry" 354 FD. 2' 1. P. W/HUB AND TAG "LS. 4383" PER TRACT No. ' 6281 -UNIT 1, M.B. 53, PGS. 52-57_ >W a C3 352 f r; Know what's below. Call before you dig. 09 - s jp •," }> M > V) _o Ln Vj >W a C3 WE= W •�, o V h N m ma C:5 W .v -0 - 0 'E 9= �� Q moo •4-- N ADDITIONAL R/W DEDICATION (E) R/W 364 362 360 358 356 354 352 350 348 I �s I I I I SEE SEPARATE ONSITE GRADING PLAN 1 -------- �- e ---'i . �4 ` t� - '360.63(E) SIGN Tq4 REMOVED 18 s i - - - - x EX. CONC. 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SEC. 1 co i t°= i 16 a K'ro 3 1 - o a 6 8 ��o - e°j w o i, yi11 �I- ==Gl �7 00 T.30S., R.26.E, M.D.M. �� 4 1 9 i - - - y �i-=� _- O O .9 G - -- _o - I;++ LO i i 2 3 4 ---_---�-LC) CDo i i EX. A.C. 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RES vi -------- t ------- a . ci 1��----__ - --- - o Z^ _ _--_--- STOCKDALE HIGHWAY (E) MEDIAN CURB M o 2 TO REMAIN NOTE: PAVEMENT PER C.O.B. APPROVED (PUBLIC STREET) + STREET CONSTRUCTION PLAN 1 18 TI0 (STA. 10+00.00 TO STA. 17+01.77) W * OR AS DIRECTED BY REFERENCE N0. 6.1-1386. SCALE: 1" = 30' HORIZONTAL o vd CITY ENGINEER SECTION E 1" = 3' VERTICAL SCALE: NONE q r EXISTING TP TOP OF PAVEMENT (N) NEW TG TOP OF GRATE BW BACK OF SIDEWALK 0/X OVER -EXCAVATION EP EDGE OF PAVEMENT FF FINISH FLODR TC TOP OF CURB FC FINISH CONCRETE FL FLOWLINE G.B. GRADE BREAK CL CENTERLINE FG FINISH GRADE ELEV ELEVATION FP FINISH PAVEMENT ME MATCH EXISTING SCO SEWER CLEANOUT L.S. LANDSCAPING AREA SWR SEWER FC FINISH CONCRETE DWR DOMESTIC WATER SO STORM DRAIN FWR FIRE WATER XFL (E) FLOWLINE S/W SIDEWALK XFG (E) FINSIHED GRADE INV. INVERT SEE ONSITE (E) FlNSIHED CDNC. R/W RIGHT-OF-WAY XEP (E) EDGE OF PAVEMENT W/W WALKWAY M.H. MANHOLE O.G. ORIGINAL GROUND B/W BACK OF WALK XTC (E) TOP OF CURB 06,_1__ ,61 FL PROPOSED GRADE ELEV. 10 EXIST. GRADE ELEV. _ 0.3159 DIRECTION AND PERCENT OF SLOPE Ix ad FDR DRAINAGE GRADING LAN (E) TRAFFIC SIGN • • ® PROPOSED STORM DRAIN MH OVED SECTION LETTER PROPDSED SEWER MANHDLE APPRO IMATE (E) NORTH FLOWLINE & GUTTER T Q (E) TV CABLE BDX - - f EXISTING WATER VALVE PLAN 1 ©(E) TELE--� 36fl EXISTING FIRE HYDRANT AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR SANITARY SEWER PURPOSES • FIRE RISER LOCATION . ® PROPOSED GRATE INLET - - - - - - EXISTING PALM TREE S=0.44% 10 SEE EASEMENT LEGEND PARCEL MAP BOOK 57, PAGES 13-14. ® ITEM OF WORK - SEE SCHEDULE 0.34% /-- PIPE SIZE 8"S- UTILITY S=SEWER W=WATER N D=DRAIN G=GAS <@>AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR WATER LINE PURPOSES RECORDED 12/D5/2016 AS DOCUMENT No. D21 61 71 71 8 OF OFFICIAL RECORDS. m m O O O 2 64q TO BE REMOVED U U `a w S=0.23% LO to L --- y 6 6 001 •ir PROPOSED NEW NOR ---- - a oC> to W 0 to cn W W A POR. OF E) CURB & N a a a c oC) I d d �- N GUTTER TO BE REMOVED Q _:V �� ¢ z _ cr M M i W a a Z W W W w m J W N I C9 U J (n U J J J ¢ p .� �- m W eco w U > 0 o ►- W cOo W ro ¢ 5 O U UU W + Z 10 Uj M U V < W N \O ? Z j W Z W cy m (n W U)W En oW c,_rn Of CL ►-- W J �UW J �ti J L� Z ^o rn w �- m to O LU_ r7 O J J OZU U � )0 U U cw O rry + I �z �o i Z ►U- Cj WmmEn U WmU) 10 LEGEND AND ABBREVIATIONS (E) EXISTING TP TOP OF PAVEMENT (N) NEW TG TOP OF GRATE BW BACK OF SIDEWALK 0/X OVER -EXCAVATION EP EDGE OF PAVEMENT FF FINISH FLODR TC TOP OF CURB FC FINISH CONCRETE FL FLOWLINE G.B. GRADE BREAK CL CENTERLINE FG FINISH GRADE ELEV ELEVATION FP FINISH PAVEMENT ME MATCH EXISTING SCO SEWER CLEANOUT L.S. LANDSCAPING AREA SWR SEWER FC FINISH CONCRETE DWR DOMESTIC WATER SO STORM DRAIN FWR FIRE WATER XFL (E) FLOWLINE S/W SIDEWALK XFG (E) FINSIHED GRADE INV. INVERT XFC (E) FlNSIHED CDNC. R/W RIGHT-OF-WAY XEP (E) EDGE OF PAVEMENT W/W WALKWAY M.H. MANHOLE O.G. ORIGINAL GROUND B/W BACK OF WALK XTC (E) TOP OF CURB 06,_1__ ,61 FL PROPOSED GRADE ELEV. 10 EXIST. GRADE ELEV. _ 0.3159 DIRECTION AND PERCENT OF SLOPE Ix ad FDR DRAINAGE u - (E) TRAFFIC SIGN • • ® PROPOSED STORM DRAIN MH OVED SECTION LETTER PROPDSED SEWER MANHDLE - 2 © PROPOSED SEWER CLEAN OUT & GUTTER T Q (E) TV CABLE BDX - - f EXISTING WATER VALVE PLAN 1 ©(E) TELE--� 36fl EXISTING FIRE HYDRANT AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR SANITARY SEWER PURPOSES • FIRE RISER LOCATION . ® PROPOSED GRATE INLET - - - - - - EXISTING PALM TREE S=0.44% 10 SEE EASEMENT LEGEND PARCEL MAP BOOK 57, PAGES 13-14. ® ITEM OF WORK - SEE SCHEDULE 0.34% /-- PIPE SIZE 8"S- UTILITY S=SEWER W=WATER N D=DRAIN G=GAS 11 12 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 8 20.00' 33.13' 21.79' 94'54'34" 9 30.00' 44.53' 27.52' 85'03'17" RADIAL TABLE PRDPOSED 6" CURB ONLY DIRECTION PROPOSED 6" CURB & GUTTER NDO'00'00"E - - - CENTERLINE OF STREET - - - - - - PROPERTY LINE / RIGHT-OF-WAY ------------------------ PROPOSED GRADE BREAK ------------ SAW CUT FW PROPOSED FIRE WATER LINE w PROPOSED DOMESTIC WATER LINE - - D PROPOSED STORM DRAIN LINE S PROPOSED SEWER LINE ------------------------ PROPOSED GRADE BREAK LINE - - - - - - PROJECT BOUNDARY EASEMENT IN FAVOR OF THE PUBLIC FOR PUBLIC UTILITY PURPOSES RECORDED (E) CURB AND GUTTER ?' - - D (E) STORM DRAIN LINE S (E) SEWER LINE W (E) DOMESTIC WATER LINE G (E) GAS LINE FOR INGRESS, EGRESS AND ROAD PURPOSES IN FAVOR OF THE CITY OF BAKERSFIELD (E) JOINT UTILITY LINE RECORDED AUGUST 14, 1996 AS DOCUMENT No. 0916103969 OF OFFICIAL RECORDS. (E) ELECTRICAL LINE Fo (E) FIBER OPTIC LINE UJ (E) TELEPHONE LINE -T- - - -ou (E) OVERHEAD LINE ------------ (E) EDGE OF PAVEMENT > (E) WOOD FENCE W 10 (E) BARBED WIRE FENCE Ix ad (E) JOINT UTILITY TRENCH u ------------ OVEREX LINE • • LIMITS OF GRADING SECTION DESIGNATION: OVED SECTION LETTER ,----- -- - 2 SHEET WHERE SECTION IS SHOWN (E) CURB CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 8 20.00' 33.13' 21.79' 94'54'34" 9 30.00' 44.53' 27.52' 85'03'17" RADIAL TABLE RADIAL DIRECTION R1 NDO'00'00"E R2 N1512'35"W R3 N04'1432"E R4 N00'45'25"E IJ 364 364 362 362 U. •s 358 358 356 356 354 354 352 352 350 35( 348 348 15 14 EASEMENT LEGEND: EASEMENT LEGEND CONVD.: O1 AN EASEMENT FOR THE HEREINAFTER SPECIFIC PURPOSE AND INCIDENTAL PURPOSES, 19 FLOWAGE AND DRAINAGE EASEMENT TO CITY OF BAKERSFIELD PER DOCUMENT IN FAVOR OF THE COUNTY OF KERN, AS ESTABLISHED BY ORDER OF THE BOARD OF NO. 02170468D5 DATED 4/13/17, O.R. SUPERVISORS OF KERN COUNTY MADE ON DECEMBER 7, 1887, AND ENTERED IN ADDITIONAL RIGHT-OF-WAY DEDICATION TO CITY OF BAKERSFIELD PER DOCUMENT VOLUME 4, PAGE 358, OF THE MINUTE BOOKS. D217044593 DATED 04/07/17, O.R. SAID EASEMENT IS FOR PUBLIC HIGHWAY PURPOSES, COUNTY ROAD No. 67, ALSO 21 PEDESTRIAN EASEMENT TO CITY OF BAKERSFIELD PER DOCUMENT NO. 0217044594 KNOWN AS ALLEN ROAD. DATED 04/07/17, O.R. O2 AN EASEMENT IN FAVOR OF THE COUNTY OF KERN FOR PUBLIC HIGHWAY PURPOSES WAIVER OF DIRECT ACCESS VACATED PER DOCUMENT NO. 0217046806 DATED RECORDED OCTOBER 5, 1934 IN BOOK 529, PAGE 462, OF OFFICIAL RECORDS. 04/13/17, O.R. NOTE: A PORTION OF SAID ROAD WAS VACATED BY DOCUMENT RECORDED AUGUST (E) WAIVER OF DIRECT ACCESS AT NEW DRIVEWAY TO BE VACATED PER DOCUMENT NO. E 1573 OF OFFICIAL RECORDS DATED O.R. O3 10, 1992 IN BOOK 6685, PAG AN EASEMENT IN FAVOR OF THE COUNTY OF KERN FOR PUBLIC HIGHWAY PURPOSES co RECORDED MAY 13, 1953 IN BOOK 2082, PAGE 107, OF OFFICIAL RECORDS. �a NOTE: A PORTION OF SAID ROAD WAS VACATED BY DOCUMENT RECORDED AUGUST I O4 AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES a CL RECORDED MAY 13, 1987 IN BOOK 6003, PAGE 2271, OF OFFICIAL RECORDS. CL DRAIN INLET EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES 9 U RECORDED MARCH 17, 1988 IN BOOK 6103, PAGE 1291, OF OFFICIAL RECORDS. Z OAN EASEMENT IN FAVOR OF THE PUBLIC FOR PUBLIC UTILITY PURPOSES RECORDED 3 ?' -r DECEMBER 4, 1991 IN BOOK 6602, PAGE 896, OF OFFICIAL RECORDS. ONSITE IMPROVEMENT 1 (E) URB RETURN AND (F- Woo= FOR INGRESS, EGRESS AND ROAD PURPOSES IN FAVOR OF THE CITY OF BAKERSFIELD > RECORDED AUGUST 14, 1996 AS DOCUMENT No. 0916103969 OF OFFICIAL RECORDS. X36>>8 XT Og AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES UJ PER TRACT No. 6281 - UNIT 1, MAP BOOK 53, PAGE 52 ca APR. OF E CURB & > FACILITIES RECORDED MARCH 18, 20D5 AS DOCUMENT No. 02D5066676 OF OFFICIAL W 10 AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES Ix ad Uj RECORDED JULY 18, 20D5 AS DOCUMENT No. 0205185999 OF OFFICIAL RECORDS. 1 42 TC SEE ONSITE AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR TEMPORARY FLOWAGE & GU ER TO BE OVED a 12 OFFICIAL RECORDS.' AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR STORM DRAIN PURPOSES MODIFIED6Q---\ (E) CURB & GUTTER T REMAIN 13 - - - - _ GRADING PLAN 1 ©(E) TELE--� 36fl 14 AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR SANITARY SEWER PURPOSES 04 T . - - - _- - - - - - - - - S=0.44% w PARCEL MAP BOOK 57, PAGES 13-14. U-0 S= 0.34% PARCEL MAP BOOK 57, PAGES 13-14. Q' AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES N N RECORDED DECEMBER 17, 2DO8 AS DOCUMENT No. 0208195183 OF OFFICIAL RECORDS. <@>AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR WATER LINE PURPOSES RECORDED 12/D5/2016 AS DOCUMENT No. D21 61 71 71 8 OF OFFICIAL RECORDS. m m O O O U TO BE REMOVED U U `a w S=0.23% LO to L y 6 6 001 •ir PROPOSED NEW NOR FLOWLINE � � M cn W W N a a a c oC) I d d �- N d r� to M Q _:V �� ¢ z _ cr M M i W W Z W W W w m J W N I C9 U J (n U J J J p .� �- m W eco w U M OLd TRS N 5 O U UU W + 10 U V < Z m (n W U)W En 15 14 EASEMENT LEGEND: EASEMENT LEGEND CONVD.: O1 AN EASEMENT FOR THE HEREINAFTER SPECIFIC PURPOSE AND INCIDENTAL PURPOSES, 19 FLOWAGE AND DRAINAGE EASEMENT TO CITY OF BAKERSFIELD PER DOCUMENT IN FAVOR OF THE COUNTY OF KERN, AS ESTABLISHED BY ORDER OF THE BOARD OF NO. 02170468D5 DATED 4/13/17, O.R. SUPERVISORS OF KERN COUNTY MADE ON DECEMBER 7, 1887, AND ENTERED IN ADDITIONAL RIGHT-OF-WAY DEDICATION TO CITY OF BAKERSFIELD PER DOCUMENT VOLUME 4, PAGE 358, OF THE MINUTE BOOKS. D217044593 DATED 04/07/17, O.R. SAID EASEMENT IS FOR PUBLIC HIGHWAY PURPOSES, COUNTY ROAD No. 67, ALSO 21 PEDESTRIAN EASEMENT TO CITY OF BAKERSFIELD PER DOCUMENT NO. 0217044594 KNOWN AS ALLEN ROAD. DATED 04/07/17, O.R. O2 AN EASEMENT IN FAVOR OF THE COUNTY OF KERN FOR PUBLIC HIGHWAY PURPOSES WAIVER OF DIRECT ACCESS VACATED PER DOCUMENT NO. 0217046806 DATED RECORDED OCTOBER 5, 1934 IN BOOK 529, PAGE 462, OF OFFICIAL RECORDS. 04/13/17, O.R. NOTE: A PORTION OF SAID ROAD WAS VACATED BY DOCUMENT RECORDED AUGUST (E) WAIVER OF DIRECT ACCESS AT NEW DRIVEWAY TO BE VACATED PER DOCUMENT NO. E 1573 OF OFFICIAL RECORDS DATED O.R. O3 10, 1992 IN BOOK 6685, PAG AN EASEMENT IN FAVOR OF THE COUNTY OF KERN FOR PUBLIC HIGHWAY PURPOSES co RECORDED MAY 13, 1953 IN BOOK 2082, PAGE 107, OF OFFICIAL RECORDS. �a NOTE: A PORTION OF SAID ROAD WAS VACATED BY DOCUMENT RECORDED AUGUST O4 AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES a CL RECORDED MAY 13, 1987 IN BOOK 6003, PAGE 2271, OF OFFICIAL RECORDS. OAN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES 9 U RECORDED MARCH 17, 1988 IN BOOK 6103, PAGE 1291, OF OFFICIAL RECORDS. Z OAN EASEMENT IN FAVOR OF THE PUBLIC FOR PUBLIC UTILITY PURPOSES RECORDED 3 ?' -r DECEMBER 4, 1991 IN BOOK 6602, PAGE 896, OF OFFICIAL RECORDS. OAN IRREVOCABLE OFFER TO DEDICATE AN EASEMENT OVER A PORTION OF SAID LAND (F- Woo= FOR INGRESS, EGRESS AND ROAD PURPOSES IN FAVOR OF THE CITY OF BAKERSFIELD > RECORDED AUGUST 14, 1996 AS DOCUMENT No. 0916103969 OF OFFICIAL RECORDS. X36>>8 XT Og AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES UJ PER TRACT No. 6281 - UNIT 1, MAP BOOK 53, PAGE 52 ca OAN EASEMENT IN FAVOR OF PACIFIC GAS AND ELECTRIC COMPANY FOR ELECTRICAL 31 > FACILITIES RECORDED MARCH 18, 20D5 AS DOCUMENT No. 02D5066676 OF OFFICIAL W 10 AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES Ix ad Uj RECORDED JULY 18, 20D5 AS DOCUMENT No. 0205185999 OF OFFICIAL RECORDS. 1 42 TC 11 AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR TEMPORARY FLOWAGE & 6.g2 FL O DRAINAGE PURPOSES RECORDED JULY 18, 2005 AS DOCUMENT No. 0205186000 OF a 12 OFFICIAL RECORDS.' AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR STORM DRAIN PURPOSES MODIFIED6Q---\ RECORDED SEPTEMBER 26, 2005 AS DOCUMENT No. 0205263562 OF OFFICIAL RECORDS. OO 13 AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR SANITARY SEWER PURPOSES -r 6 RECORDED SEPTEMBER 26, 2005 AS DOCUMENT No. 0205263563 OF OFFICIAL RECORDS. ©(E) TELE--� 36fl 14 AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR SANITARY SEWER PURPOSES 04 T RECORDED SEPTEMBER 26, 2005 AS DOCUMENT No. 0205263564 OF OFFICIAL RECORDS. fn 15 EASEMENT(S) FOR PUBLIC UTILITY PURPOSES AND RIGHTS INCIDENTAL THERETO AS O DELINIATED OR AS OFFERED FOR DEDICATION PER PARCEL MAP No. 11192 - PHASE 1, w PARCEL MAP BOOK 57, PAGES 13-14. U-0 8>WAIVER OF DIRECT ACCESS RIGHTS PER PARCEL MAP No. 11192 - PHASE 1, PARCEL MAP BOOK 57, PAGES 13-14. Q' AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES N N RECORDED DECEMBER 17, 2DO8 AS DOCUMENT No. 0208195183 OF OFFICIAL RECORDS. <@>AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR WATER LINE PURPOSES RECORDED 12/D5/2016 AS DOCUMENT No. D21 61 71 71 8 OF OFFICIAL RECORDS. 'II 1� 2 1 _ 1 361$1 FO�gW o ?� �o 4 ° 8 �I 361 10 '5r Dc o F� x R ��\ 7 ITS 3 � DETAIL SCALE: 1"=10' \ 4 ��� © (E) GAS LINE WG W 15 16 CONSTRUCTION NOTES: OCONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STANDARD DETAIL ST -1. O CONSTRUCT 6' WIDE MEANDERING SIDEWALK PER C.O.B. STANDARD. O3 RELOCATE (E) TRAFFIC SIGN. ® REMOVE (E) IMPROVEMENTS AND RECONSTRUCT PER PLAN. OCONSTRUCT COMMERCIAL DRIVE APPROACH PER C.O.B. STANDARD DETAIL ST -3. ® INSTALL ADA CURB RAMP PER C.O.B. STANDARD DETAIL ST -10. OSAWCUT 2' BACK MINIMUM FROM EDGE OF PAVEMENT OR AS DIRECTED BY CITY ENGINEER. ® (E) CATCH BASIN TO BE PROTECTED -IN-PLACE. O (E) CURB & GUTTER TO BE PROTECTED -IN-PLACE. 10 (E) MOW CURB TO BE REMOVED. 11 CONSTRUCT TYPE "M' MEDIAN CURB BY MATCHING (E) MEDIAN CURB AND PER C.O.B. STANDARD DETAIL ST -2. REMOVE LANDSCAPE AND REPLACE WITH SAME HARDSCAPE UP TO LINE SHOWN. 1© (E) MEDIAN CURB TO BE REMOVED. 13 (E) A.C. PAVEMENT TO REMAIN. 1 ¢ SAN JUAN AVE.- A.C. PAVEMENT TO BE 0.2D' A.C. OVER 0.40' AGG. BASE OVER 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY PER APPROVED STREET CONSTRUCTION PLAN REFERENCE NO. 1.1-6250. 15 HEAVY DUTY - A.C. PAVEMENT TO BE D.30' A.C. OVER 0.40' AGG. BASE OVER 1.00' COMPACTED O.G. TO 95% RELATIVE DENSITY PER ONSITE GRADING PLAN. 16 REMOVE (E) CATCH BASIN AND A PORTION OF (E) DRAIN LINE SEE PLAN AND SECTION "A" THIS DRAWING. ALLEN ROAD- A.C. PAVEMENT TO BE 0.45' A.C. OVER 0.50' AGG. BASE OVER 1.65' COMPACTED O.G. TO 95% PER APPROVED STREET CONSTRUCTION PLAN REFERENCE NO. 6.1-1386 18 A.C. PAVEMENT TO BE 0.45' A.C. STOCKDALE HIGHWAY- OVER 0.50' AGG. BASE OVER 1.65' COMPACTED O.G. TO 95% PER APPROVED STREET CONSTRUCTION PLAN REFERENCE NO. 6.1-1386 19 FURNISHED AND INSTALL STORM DRAIN MANHOLE PER C.O.B. STANDARD DETAIL SW -2. SAWCUT (E) PAVEMENT FOR INSTALLATION OF CONCRETE APRON AROUND THE (N) DRAIN MANHOLE. RECONSTRUCT WEST SIDE WING OF (E) DRIVEWAY TO FIT WITH NEW CURB RETURN. PROTECT -IN-PLACE THE REST OF THE DRIVEWAY. 21 LANDSCAPING -SEE SEPARATE LANDSCAPE PLANS FOR DETAILS. © RELOCATE (E) TRAFFIC SIGN. © (E) CHAIN LINK FENCE TO BE REMOVED AND SALVAGED IF POSSIBLE. 1� CONSTRUCTION NOTES CONVD.: ® (E) OUTLET STRUCTURE TO BE REMOVED. © (E) STREET LIGHT TO BE RELOCATED. �g (E) HANDICAP RAMP TO REMAIN -CONTRACTOR TO VERIFY IF RAMP IS A.D.A. COMPLIANT, RECONSTRUCT RAMP IF FOUND NOT TO BE COMPLIANT OR DAMAGED FROM CONSTRUCTION. © PROTECT -IN-PLACE (E) DRY UTILITY LINES. CALTRANS "CASE F" A.D.A. RAMP -SEE ONSITE GRADING PLAN. \1651(E) STREET LIGHT TO REMAIN. ® PROTECT -IN-PLACE (E) DRAIN STRUCTURE DURING RECONSTRUCTION OF CURB & GUTTER. 31 PROTECT -IN-PLACE (E) O.H. TRAFFIC SIGNAL IMPROVEMENTS DURING RECONSTRUCTION OF CURB & GUTTER. 3© ADJUST TOP OF TRAFFIC SIGNAL BOX TO FINISHED GRADE. MONUMENT LEGEND: FD. 2" I.P. W/HUB AND TAG "L.S. 4383" PER PARCEL MAP No. 11192, PHASE 1, P.M. BK. 57, PG. 13 FD. PENNY BRASS TAG MRK'D. "LS. 4383" W/CONCRETE NAIL PER PARCEL MAP No. 11192, PHASE 1, P.M. BK. 57, PG. 13 p FD. C.O.B. CONC. MON. W/BRASS CAP IN L.H. PER R/S, R/S BK. 19, PG. 117 FD. CONC. MON. IN L.H. W/BRASS CAP STAMPED "L.S. 4383" PER TRACT No. 6281 -UNIT 1, M.B. 53, PGS. 52-57 Q FD. PENNY BRASS TAG MRK'D. "LS. 4383" W/CONCRETE NAIL PER TRACT No. 6281 -UNIT 1, M.B. 53, PGS. 52-57 FD. 2" I.P. W/HUB AND TAG "L.S. 4383" PER TRACT No. 6281 -UNIT 1, M.B. 53, PGS. 52-57 f , 0& -RA�xZ 362 358 356 354 352 350 CD z w U) 0 Know what's below. 0111 before you dig. W qct CITY RECORDS NO: CID LL0 co �a Z a CL U = Z J J UJI -r (F- Woo= he > P- CC UJ ca CL J > C N W o Ix ad Uj 0 U d' T I.. O a cm OO LU O ~ Ccq N 04 T LL fn co O w U U-0 J 0 U s Q' N N m m m O O O U U U `a w 0)wo y N 001 •ir cn W N c oC) Know what's below. 0111 before you dig. W qct CITY RECORDS NO: CID LL0 co �a Z a CL U = Z J J UJI -r (F- Woo= he > P- CC UJ ca CL J � Z C N W O Y Ix ad Uj 0 m d' T I.. O a cm LU O ~ Ccq N 04 T LL co O w J 0 U s Q' Know what's below. 0111 before you dig. W qct CITY RECORDS NO: CID LL0 TRACT No. 6281 -UNIT 1 M. BK. 53, PG. 52--�- 1 ` ` r N pNE•' R$EC-RCN �'I xxA kA9'G9tip 0 • C / ' I L.S. PARK 3j cn Qf II It U z Ii I N`LLO � Q N Y / - I j � II I N Y U N J N N I J N R Q i t I N N zo ii j I r4 -N -� J c3 o J a o__ RPp P PA t,/ CURB Q� ► t w Ii I o=' U a �' m Q '�' -'~ + R 1235 z)( w t i .-. W o _ —'�' °�°' —� ' wn o CURB & G E•C k�1 ►6� C'°p `� (E�O�C S\p �� `` �� R� l�S10 hl t ►- w M U S�5 �. `. �pEp1AN E NvK vQia i �- --------- Za a + z N j0 Y LUWJJ z U O w F4- w o) mm z: N C�} MEp1P" 2 _ uR6 & GU ® o i aim SEE $NEE- ,133.52', \�}pp�'j SEE $NEED 2 - ' kc 6 E A . Mc I NToSr-j C>^TE + + _ _ C 8 V► p z a a R_1 00.0 0 ►- r- t 4 S N90'00'00"E 11+00 12+00 L--15'12'3 "__ _-�836E8 N� pETAI� 2 7,40RT DAn/reL f'ru,� I}��� - I 146.30 _ - - - ---�- - 10 E.C. 4.18, C.L. i $Z A. 12+8 8i 4 B.C. 515'12'35"E RAD. BIN DETAIL 22 MONUMENT LEGEND: C.L. 6.65RT. T1 22 STA. 11+46.30, C.L. N STA. 12+52. , , EX. HANDICAP i �� `� CURVE TABLE RAMP TO REMAIN `" xJ 14' - j--' Q FD. 2" I.P. W/HUB AND TAG "L.S. 4383" PER PARCEL MAP SEE SHEET 2 21 No. 11192, PHASE 1, P.M. BK. 57, PG. 13 CURVE RADIUS LENGTH TANGENT DELTA N 9 51 ppRP P�pFD. PENNY BRASS TAG MRK'D. L.S."4383" W/CONCRETE NAIL 10 40.00' 15.64' 7.92' 22'24'24" 00 cNv R1 SC- FD. PER PARCEL MAP No. 11192, PHASE 1, P.M. BK. 57, PG. 13 11 2.50' 7.30' 22.40' 16775'56" o-in50.00' _-.- -\ ❑ FD. C.O.B. CONIC. MON. W/BRASS CAP IN L.H. PER R/S. I I rx i &-_1 -5" 12'-35" - EpN�1S1� C 5 I KI'INU LtUtNU: R/S BK. 19, PG. 117 N90'00'00"E 61.13' EX. ONC. BIKE LANE MARKINGS PER CAL -TRANS FD. CONIC. MON. IN L.H. W/BRASS CAP STAMPED "LS. 4383" STANDARD A24C. PER TRACT No. 6281 -UNIT 1, M.B. 53, PGS. 52-57 CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS Q FD. PENNY BRASS TAG MRK'D. "L.S. 4383" W/CONCRETE NAIL S89' 9'05" 55.00' y`� ��� SEE SEPARA ONS TE I APPLICABLE PER CAL -TRANS STANDARD A24A. PER TRACT No. 6281 -UNIT 1, M.B. 53, PGS. 52-57 w i '� - --- --- --- -- t� �' GRADING LAN � I i (11E -LINE) t t� "STOP" MARKING PER CAL -TRANS STANDARD A24D. FD. 2" I.P. W/HUB AND TAG "L.S. 4383" PER TRACT No. t t ( t 6281 -UNIT 1 M B 53 PGS 52-57 RADIAL TABLE RADIAL DIRECTION R1 N00'00'00"E R2 N151235"W R3 N041432"E R4 N00'45'25"E C i S89'19'5"E 11.00' v N O I J F= ,> CD o (E) PAVEMENT MARKINGS o ' "S _ �— ( BLDG. SETBACK LINE i ALLEN ROAD STREET PLAN -SEE SHEET 3 SAN JUAN AVENUE I NOTE: (E) STRIPING TO BE REMOVED. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS LEGEND AND ABBREVIATIONS E EXISTING w PROPOSED 6" CURB ONLY STRIING PLAN SEE BELOW Q �~ .. (n U N () TP TOP OF PAVEMENT W `' M mv) ALLEN ROAD (PUBLIC STREET) w ALL PERMANENT PAVEMENT MARKINGS TO BE (N) NEW TG TOP OF GRATE (PUBLIC STREET) PROPOSED 6" CURB & GUTTER STRIPING PLAN (STA. 10+00.00 TO STA. 16+00.00) THERMOPLASTIC PAINT PER CALTRANS STANDARD BW BACK OF SIDEWALK 0/X OVER -EXCAVATION - - - CENTERLINE OF STREET 1" = 3' VERTICAL o Q; SPECIFICATION ON SECTION 84, 2010 EDITION. EP EDGE OF PAVEMENT FF FINISH FLOOR (STA. 10+00.00 TO STA. 16+00.00) u) TC TOP OF CURB FC FINISH CONCRETE - - - - - - PROPERTY LINE / RIGHT-OF-WAY SCALE: 1" = 30' HORIZONTAL ALL PERMANENT STRIPING TO BE PAINTED PER FL FLOWLINE G.B. GRADE BREAK ________________________ PROPOSED GRADE BREAK 3' CALTRANS STANDARD SPECIFICATION ON SECTION CL CENTERLINE FG FINISH GRADE U q 1" = VERTICAL 84, 2010 EDITION. ELEV ELEVATION FP FINISH PAVEMENT -- '' '' PROJECT BOUNDARY ALL TEMPORARY STRIPING AND MARKING DESIGNATED ME L.S. MATCH EXISTING SCO SEWER CLEANOUT LANDSCAPING AREA (E) CURB AND GUTTER O O WITH (T) SHALL BE STRIPING TAPE (SSP) OR WATERBOURNE PAINT. FC SWR SEWER FINISH CONCRETE DWR DOMESTIC WATER E- (E) ELECTRICAL LINE U C) S1 NEW PAVEMENT MARKINGS -SEE LEGEND SD XFL STORM DRAIN FWR FIRE WATER (E) FLOWLINE S/W SIDEWALK—FO— (E) FIBER OPTIC LINE Q PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER XFG (E) FINSIHED GRADE INV. INVERT —T— (E) TELEPHONE LINE d E� CALTRANS STANDARD SPECIFICATION ON SECTION 84, XFC XEP (E) FINSIHED CONC. R/W RIGHT-OF-WAY (E) EDGE OF PAVEMENT W/W WALKWAY — — off (E) OVERHEAD LINE 2010 EDITION. mmN3 ® E STREET LIGHT TO REMAIN. () M.H. B/W MANHOLE O.G. ORIGINAL GROUND BACK OF WALK - - - - - - - - - - - _ (E) EDGE OF PAVEMENT ® (E) PAVEMENT MARKINGS TO REMAIN. N a (E) TRAFFIC SIGN (E) WOOD FENCE o 6 ® (E) STRIPING TO REMAIN. O 0 PROPOSED STORM DRAIN MH (E) BARBED WIRE FENCE M V RELOCATED (E) STREET LIGHT'S NEW LOCATION. © PROPOSED SEWER MANHOLE (E) JOINT UTILITY TRENCH u (E) TRAFFIC SIGN TO BE RELOCATED. © PROPOSED SEWER CLEAN OUT (E) TV CABLE BOX SECTION DESIGNATION: NEW 6' WIDE MEANDERING SIDEWALK -SEE SHEETS ® ITEM OF WORK - SEE SCHEDULE PIPE SIZE g S— UTILITY SECTION LETTER If `i 2 THRU 4. (E) TRAFFIC SIGN TO REMAIN. S=SEWER W=WATER D=DRAIN G=GAS - - - SHEET WHERE SECTION IS SHOWN w jJ Q .o • Y jU � O 1J 1 (j >O >o �O �o '.d IV) S.W. COR. SEC. 36 S5 TYP. T.29S., R.26.E, M.D.M. N.W. COR. SEC. 1 T.30S., R.26.E, M.D.M. A.P. STA. 10+54.66, C. NO'31'54"E 54.66 - 00'40'55"E (BASIS OF BEAT -- -- 11 00 - EX. O.H. TRAFFIC 10I SIGNAL & LIGHT (i STANDARD ---------------- L---- I I SECTION UNE --,,j ii 0")— Z, i R4� I t i b 1 5 i it Ift t t t i t t t t STOCKDALE HIGHWAY STREET PLAN -SEE SHEET 4 STRIING PLAN -SEE SHEET 6 t ® FURNISHED AND INSTALL STOP SIGN (ml -Q. fA� 1 ADA ENTRANCE SIGN -SEE GRADING PLAN FOR DETAILS. I I , A POR`rII o1= TH;; Rtc-H7. 01` - WAy DaVIc^sr6P -T4u� Gam' cam' BAKe9S4=►t� Pt�-R ►mac • 1 N0.0 Z4 70 q4S93 DATtD I I 04107117,0.P. 'Tt;•, Be ,/>'4CAI TRACT No. 3620 I TRACT No. 3619 M. BK. 30, PG. 186 ' M. BK. 28, PG. 138 TYP. - - - - - - - - - - - - - - - - - -(E) R/W -- -- ` - -- -- -- -- -- TYP. ING 4 TYP. _-(E) MEDIAN CURBIAN CUR ---I---- ----------------- _------------------_ -�- ------------------------------_------_--------_------_------------ ----------------------- -`— ---- ------------------------------------------ I 708.9T (TIE)tt -- -- - -- -- -- - -- --I -- - -- -----}--- -- -- '� -i-- - -- -- -- -- -- -777_95'- �- 18+0 13+00-- - - 14+00 15+00 16+00 17+00 _ 1_ _'- 68.98 TIE -- ---------------------------------- ---------- -- 1---- -------------------------------®--_________ -__-___ -- EX. A.C. PAVED ROAD o� Q I ��cz 1 II o I� oQ w wI pr w , uz S7 TYP. 4 `� I •� I Q cn rn a)1 S1 4' S1 t EX. UTfL. BOX' (n EX. CURB & GUTTER & CONC. PAD N i I o c I TO REMAIN ,- Lc�� ��' i �. - - ►= co 0 p� -- t—liz tI d t i SEE SEPARATE ONSITE GRADING PLAN ME t t S1 12' N) DETAIL 38 1 ja (o BLDG. SETBACK UNE (3 cr Q F- SEE SEPARATE ONSITE GRADING PLAN w NKD - I ' W 00 o Z aQ J F- F- U (n (n c ' I I I I I � I SAN JUAN AVENUE STREET PLAN -SEE SHEET 2 STRIING PLAN -SEE ABOVE Know what's below. Call before you dig. v N O I J F= ,> CD o I I o O o "S _ �— ( BLDG. SETBACK LINE i L0 -mLLJ 4 Qf J U I -' Q w W N Q �~ .. (n U N Oco z M W `' M mv) ALLEN ROAD Z w w (n �__ m (n (PUBLIC STREET) STRIPING PLAN (STA. 10+00.00 TO STA. 16+00.00) SCALE: 1" = 30' HORIZONTAL 1" = 3' VERTICAL o 1 ja (o BLDG. SETBACK UNE (3 cr Q F- SEE SEPARATE ONSITE GRADING PLAN w NKD - I ' W 00 o Z aQ J F- F- U (n (n c ' I I I I I � I SAN JUAN AVENUE STREET PLAN -SEE SHEET 2 STRIING PLAN -SEE ABOVE Know what's below. Call before you dig. } m d v o Q; u3i CD u) wEE=►� E E'"' U U q �m mood? O O Ca p U C) d E� mmN3 W DDDm 00 -_ Q N N o 6 ci O SEE SEPARATE ONSITE y I I l GRADING PLAN I i i t l ONSITE ! ( �L___I l I ENTRANCE _____I i n 4i SEE SEPARATE ONSITE I T T" OC. PAD _ —'---_�B36_ i GRADING PLAN BROKEN DGSER26/PRIVATE PROPERTY 1-ad EX. POST !! ((( L( — — — — - C-) W of -- -- -. -- -- -- -- -- -- _ R26 _ L I c~n¢ S.W. COR. SEC. 36 - -- - - - -- -- -- -- -- --�--- -- -- ! - t J J ' T.29S., R.26.E, M.D.M. 5 TYR SECTION LINE - - — _ _ _ _ N CURB & GU ° - - - - �' ► —_ L — - z � ! N.1- COR. SEC. 1 — — 4 TYP. (E) CURB &GUTTER - - _ EE SHEET 4 TIER - - - _ ' 0 0 0 ! T.30S., R.26.E, M.D.M. — _ — — — — — (E) R/W S1 c^ W3-3 R26 - i C) — TO REMAIN R26 (N) DETAIL 38 ! - - '�' ' Si o - '►► 1------ N o o 11 W — ^ — -' — (E) DETAIL 278 LL_ o o ! 4 TYP — — — — — — _ — — EX, A.C. PAVED — — — — 4 4' (N) DETAIL 39 ED ROAD ! R7 -gam r�! J 836 TYP. (E) CURB .i1 W V w o J J -> TO REMAIN& GUTTER, w 4- --- -- --- - - -- -- ------------ ---- _ - _ N89'11'45"W 56.66' �i - - - -- __ 13+00 --- � o o ►- - A-03'29'07" __ -�---___- _ o o w o - - 1!0 _ 11+00 - 12+00 R -8000.00' ---i---- --"=--- "'------ __ _______ 0 14+OO N -1 co rn `� -------------------------------®--------_-__-_ _-----_---__cp ----------- - "f--� ...._._, U_J v.__15+00 —N J------------- 7 - - °�°- -- _ _ u, oo L=486.64' - -39 __ ---------------- J _ W c� W to +24 ¢ . M M J ------------- co! _ ----__ __ v ----- 3 _ (E) MEDIAN CURB ---------_- +------------------ `r �t w rn �i J z co- +oo J c�---- __58.48' I®- Ic!__ m — Z v-------------- ro., __-_-----__ w N 2 ►¢- ►-z- " N85'4�473iyy'" — - - _ 89.56' I T _____ - `� - m d p w ¢ z z i _,ux + -___o x o------------__�-_-_---_-17+00 o m c~n w ►- w ¢• z -' z = , .�W + r---- ____ 248.04 w cn ¢-- �i -- v STOCKDALE HIGHWAY ---- --- --- (PUBLIC STREET) w STRIPING PLAN a_ N (STA. 10+00.00 TO STA. 17+01.77) SCALE: 1" = 30' HORIZONTAL 1" = 3' VERTICAL STRIPING LEGEND: EXISTING BIKE LANE MARKINGS PER CAL -TRANS TOP OF PAVEMENT STANDARD A24C. CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS TG APPLICABLE PER CAL -TRANS STANDARD A24A. BW "STOP" MARKING PER CAL -TRANS STANDARD A24D. ' j (E) PAVEMENT MARKINGS EP (E) STRIPING TO BE REMOVED. NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS TC ALL PERMANENT PAVEMENT MARKINGS TO BE FC THERMOPLASTIC PAINT PER CALTRANS STANDARD FL SPECIFICATION ON SECTION 84, 2010 EDITION. G.B. ALL PERMANENT STRIPING TO BE PAINTED PER CL CALTRANS STANDARD SPECIFICATION ON SECTION FG 84, 2010 EDITION. ELEV ALL TEMPORARY STRIPING AND MARKING DESIGNATED FP WITH (T) SHALL BE STRIPING TAPE (SSP) OR ME WATERBOURNE PAINT. S1 NEW PAVEMENT MARKINGS - SEE LEGEND ® PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER SWR CALTRANS STANDARD SPECIFICATION ON SECTION 84, FC 2010 EDITION. ® (E) STREET LIGHT TO REMAIN. ® (E) PAVEMENT MARKINGS TO REMAIN. ® (E) STRIPING TO REMAIN. S6 RELOCATED (E) STREET LIGHT'S NEW LOCATION. S (E) TRAFFIC SIGN TO BE RELOCATED. ® NEW 6' WIDE MEANDERING SIDEWALK -SEE SHEETS INV. 2 THRU 4. XFC (E) TRAFFIC SIGN TO REMAIN. 1® FURNISHED AND INSTALL STOP SIGN (R1-1). XEP ADA ENTRANCE SIGN -SEE GRADING PLAN FOR DETAILS. MONUMENT LEGEND: Q FD. 2" I.P. W/HUB AND TAG "L.S. 4383" PER PARCEL MAP No. 11192, PHASE 1, P.M. BK. 57, PG. 13 FD. PENNY BRASS TAG MRK'D. "L.S. 4383" W/CONCRETE NAIL PER PARCEL MAP No. 11192, PHASE 1, P.M. BK. 57, PG. 13 FD. C.O.B. CONC. MON. W/BRASS CAP IN L.H. PER R/S, R/S BK. 19, PG. 117 In FD. CONC. MON. IN L.H. W/BRASS CAP STAMPED "L.S. 4383" PER TRACT No. 6281 -UNIT 1, M.B. 53, PGS. 52-57 Q FD. PENNY BRASS TAG MRK'D. -LS. 4383" W/CONCRETE NAIL PER TRACT No. 6281 -UNIT 1, M.B. 53, PGS. 52-57 FD. 2" I.P. W/HUB AND TAG "L.S. 4383" PER TRACT No. 6281 -UNIT 1, M.B. 53, PGS. 52-57 LEGEND AND ABBREVIATIONS (E) EXISTING TP TOP OF PAVEMENT (N) NEW TG TOP OF GRATE BW BACK OF SIDEWALK 0/X OVER -EXCAVATION EP EDGE OF PAVEMENT FF FINISH FLOOR TC TOP OF CURB FC FINISH CONCRETE FL FLOWUNE G.B. GRADE BREAK CL CENTERLINE FG FINISH GRADE ELEV ELEVATION FP FINISH PAVEMENT ME MATCH EXISTING SCO SEWER CLEANOUT L.S. LANDSCAPING AREA SWR SEWER FC FINISH CONCRETE DWR DOMESTIC WATER SD STORM DRAIN FWR FIRE WATER XFL (E) FLOWUNE S SIDEWALK XFG (E) FINSIHED GRADE INV. INVERT XFC (E) FINSIHED CONC. R/W RIGHT-OF-WAY XEP (E) EDGE OF PAVEMENT yy/W WALKWAY M.H. MANHOLE O.G. ORIGINAL GROUND B/W BACK OF WALK w a (E) TRAFFIC SIGN ® PROPOSED STORM DRAIN MH ® PROPOSED SEWER MANHOLE © PROPOSED SEWER CLEAN OUT Q (E) TV CABLE BOX ® ITEM OF WORK - SEE SCHEDULE RADIAL TABLE RADIAL DIRECTION R1 N00'00'00"E R2 N15'12'35"W R3 N0414'32"E R4 N00'45'25"E Know what's below. 0111 before you dig. 04 -1 r'0-0 } PROPOSED 6" CURB ONLY PROPOSED 6" CURB & GUTTER - - - CENTERLINE OF STREET -- -- - - PROPERTY LINE / RIGHT-OF-WAY ------------------------ PROPOSED GRADE BREAK - - - - - - PROJECT BOUNDARY (E) CURB AND GUTTER E (E) ELECTRICAL LINE Fo (E) FIBER OPTIC LINE —T— (E) TELEPHONE LINE — — —ori (E) OVERHEAD LINE - - - - - - - - - - - - (E) EDGE OF PAVEMENT a- o (E) WOOD FENCE (E) BARBED WIRE FENCE u (E) JOINT UTILITY TRENCH Z SECTION DESIGNATION: — PIPE SIZE 8"S— UTILITY SECTION LETTER S=SEWER W=WATER A D=DRAIN G=GAS SHEET WHERE SECTION IS SHOWN Know what's below. 0111 before you dig. 04 -1 r'0-0 } >>> im V) Z o V)4 > o w O O N U U N 41 m 07 m m q d O C.? d o 0 w.0 � E ou ou N O O W