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HomeMy WebLinkAbout6.1-1700 Record DrawingSTREET 1 MPRO NT PLAN TREET H STREET, MEDIANIMPROVEMENTSX241 'G'S BAKERSFIELD HIGH SCHOOL BAKERSFIELD, CALIFORNIA i II -L----_—__—_--__--------__— _, ISI gd7 Gab 4M55'«.." .... (f) FIX_i. CM, aFv = I _ H STREET - - ry I —(uEjF ca e ro-2-1zoA =9' af✓ t I--------------------------- ------------- F - z I I I I I 1 U CONSTRUCTION NOTES O1 INSTALL TiPE M" CURB PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS ST -2. O SAWCUT A.C. 1' MINIMUM OR AS DIRECTED BY 7HE CITY ENGINEER. O3 INSTALL CAL7RANS TYPE IV LEFT ARROW. ® CONSTRUCT ASPHALT HARD SURFACE TREATMENT IN MEDIAN PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS L-12. SO ADJUST MONUMENT LAMPHOLE TO NEW GRADE, PR07ECT IN PLACE © INSTALL TRAFFIC SIGNS PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS T-15. 7� INSTALL TYPE O(CA) MARKER PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS T-15 7RAFFIC SIGN TO BE REMOVED g0 WHERE CURBS ARE VERY CLOSE TOGETHER, INSTALL C01VCRE7E BETWEEN THE CURBS IN LIEU OF ASPHALT HARD SURFACE 7REATMENT INSTALL TRAFFIC SIGN R5-1 11 INSTALL TRAFFIC SIGN R6 -1(R) 1� PER CASE C" CAL 7RANS STD. A88A 1� INSTALL DOUBLE SIDED 7RAFFIC SIGN R9-3 14 INSTALL TRAFFIC SIGN R81(CA) AND R818(C4) NOTE.' ALL SIGNS SHALL BE INSTALLED ON 2' - 14 GAUGE SQUARE POST WITH 7/6' PRE -PUNCHED HOLES ON 1' CENTERS. GALVANIZED WITH 2-1/4" SLEEVE AS SHOWN ON KERN COUNTY DEVELOPMENT STANDARD PLATE R-33 MATERIALS LIST E577MA70 QUA N77RES, NOT TO BE USED FOR BIDDING PURPOSES CTDCCTC 6' MEDIAN CURB 1,200 LF A. C. PA ONG 101 TONS CLASS -11 A.B. 65 CY STRIPING LANE LINES CAL TRANS DETAIL 9 1,250 LF LEFT TURN ARROWS (CAL 7RANS TYPE IV LEFT ARROW 2 EA. CROSSWALK LINES 130 LF LEFT 77JRN LANE LINE CAL TRANS DETAIL 38 125 LF 7RAFFIC SIGNS BK. CAL TRANS TYPE R5-1 1 EA. CAL TRANS TYPE R6 -1R"2 EA. CAL TRANS TYPE "R9-3" 2 EA. CAL TRANS TYPE R 81 CA ' EA. CAL TRANS TYPE 'R818CA " 1 1 EA. 7RUNCATED DOMES 45 SF CORNER RAMPS 1 EA. CURB & GUTTER 55 LF SIDEWALK 400 SF BOMANI7E STAMPED CONCRETE MEDIAN SURFACE 2,700 SF SAWCUT 1,400 SF SURVEY MONUMENT 1 EA. SURVEY MONUMENT ENCASEMENTS 1 EA. HARVEY ALMORIUM -__--_-__-__-__-__ g LEGEND: ABBRE14A TIONS• ----7 O 0 (E) EXISTING EXISTING ETRE HYDRANT TYR TYPICAL -0- EX/STING POWER POLE FD. FOUND LL+ y 1�� W BK. BOOK a I EX/SRNG STREET LIGHT CL CENTERLINE OO FOUND MONUMENT CM CONCRE7F MONUMENT (El FOUAll BRASS CAP i_.. ELEV. ELEVATION -r EXIS77NG TRAFFIC SIGN PG C.O.K. PAGE COUNTY OF KERN 0 EXIS77NG SEWER MH C.O.B. CITY OF BAKERSFIELD 0 SEWER MH PER CITY RECORD CONC CONCRE7E W (NOT FOUND) A. C. ASPHALT PAVEMENT V Cn EXISTING CLEANOUT TO GRADE FG FINISH GRADE 1 EP EDGE OF PAVEMENT wv m EXIS77NG WATER VALVE TC TOP OF CURB FL FLOWLINE Q EXIS77NG STORM DRAIN MH FF FINISHED FLOOR 0 EXIS77NG TELECOM MH FP FINISHED PAD 7P TOP OF PA VEMENT CAL 7RANS TYPE /V ARROW GB GRADE BREAK O LEFT OR RIGHT AS APPLICABLE — -- EXIS77NG STORM DRAIN LINE m -- —�— — EXISTING FIBER OP77C LINE -� NEW TRAFFIC SIGNS � N R5-1' - DO NOT ENTER EXIS77NG WATER LINE R# o m R6 -1R" - ONE WAY, RIGHT —u — EXIS77NG SEWER LINE R9-3' - NO PEDESIR/AN CROSSING SYMBOL —�— EXIS77NG GAS LINE Q R81(CA)" - BIKE LANE — _ -- K -- EXIS77NG FENCELINE O R81B(CA)" - END EXIS77NG ELEC7RIC LINE ' 1 DESIGN ELEV, GRADES 1 �.w — -- EXIS77NG OVERHEAD ELECTRIC LINE ................... EXIS77NG PROPERTY LINE ------------- -- EXIS77NG RIGHT OF -WAY o a EXIS77NG CURB & GUTTER N O O W NEW S7RIPING- SEE PLAN FOR _ CAL 7RANS DETAIL C) -_--______-- SAWCUT A-LL BOMAN17F STAMPED CONCRETE t Z 0.40' AC/ 0.50' CL It AGG BASE/1.6' NA 74E COMPACTED TO 95Z (PER PLANS FOR THE H' STREET UNDERPASS, THE ATCHISON, TOPEKA co AND SANTA FE RAILWAY COMPANY P. U. C. N0. 2-887.5 DATED MA Y 1988 AND DESIGNED BY DELEUW, CA7HER AND COMPANY) -� Vii■ ► �= �� `! � ►I � ice' I� IMP ffij� APPROVED BY: ENGINEER'S STATEMENT: THESE PLANS AND SPEClf7CATI0NS WERE PREPARED BY ME OR UNDER MY DIRECTLY, AND TO THE BEST fi OF MY KNOWLEDGE AND BELIEF COMPL Y WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND j I i DESIGN /A, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGE REVIEW BOARD NC OR OTHER 1 AM RESPONSIBLE FOR ALL CALCULARGNS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS OR OTHER VIOLA TONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED. .. ----- ----7 O 0 U Rau - _ -------� �_ - __ - ......_.�_...__ .._ LL+ y 1�� W a I _.. VJ I m Z (El FOUAll BRASS CAP i_.. Q- ........... — —.... .....__ Fdv..-=�4oa0-- ---- —....� - - - m `/ --- _ -- —. _ — — ao Q 1 1 o 1 W Y T Ll' V Cn 1 Q U w 1 /o -/I-19 fir. '- .Qn MAAMIK r- BOB SWANSON DATE RCE 43032 (EXP 3-31-16) NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 EXP. 12/31/16 T- REVIEWED BY: ASST. PUBLIC WORKS DIRECTOR DATE I I I REVIEWED BY: TRAFFIC ENGINEER DATE SHEET No. INDEX ST01 - RILE SHEET R ST02 - TYPICAL DETAILS -GENERAL NOTES �I ST03 - H STREET - STREET PLAN Q ST04 - H SIREET - MEDIAN DEMOURON PLAN Q ST05 - H STREET - STRIPING PLAN ST06 - H STREET - STRIPING DEMOL1777ON PLAN & QPP4Q0{/f'D BY RDB�.2% 7"S'�4At�soN DRT� /ZaE 4503z ewa 5-51-19 -\ P17Bf V" AF y- ,W,#Z1,4X1 .5 fid«' V.4 7-e ,AGE lVe. 32 /7$ -�- KEY MAP SCALE: 1'=200' NOTES: BENCHMARK TOP OF MONUMENT AT THE SOUTHWEST CORNER OF THE INTERSECTION OF 14TH AND W STREETS AT THE BAKERSF/EZO HIGH SCHOOL AUDITORIUM, SET VERTICALLY /N THE NORTH WALL, 2.0 FEET WEST OF THE NORTHEAST CORNER, AND 2.0 FEET ABOVE THE GROUND. ELEVATION = 403.66' (NAVD 88) BASIS OF BEARINGS THE BEARING OF N90'00 00 E SHOWN FOR THE CENTERLINE OF 147H STREET PER MAP OF THE CITY OF SAKERSRELD, FILED IN MAP BOOK 1 AT PAGES 13-14, WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. ADDRESS 1241 G STREET BAKERSRELD, CA APN PORRONS OF 00405103, 00405201, 00405301, 00405306, 00640101, 00641101, 00641105, 00641106, 00653114, 00653113 UTILITY NOTE NOT ALL UTILITIES WERE LOCATED BY THIS SURVEY AND SWANSON ENGINEER/NG, INC. ASSUMES NO RESPONSIBILITY FOR UNDERGROUND U77LI77ES OR FACILIRES NOT SHOWN OR FOR INFORMATION OBTAINED FROM OUTSIDE SOURCES. BEFORE EXCAVA77NG CALL U.S.A. UNDERGROUND SERVICE ALERT 800-227-2600 48 -HOURS BEFORE ALL PLANNED WORK OPERA776WS 1. PRIOR TO THE START OF ANY PHASE OF CONS7RUC770V THE CITY CONS7RUC770N INSPEC77ON DEPAR7MENT SHALL BE GIVEN 24 HOURS N077CE. TELEPHONE N0. 326-3049 2 ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERRF/CAIF OF COMPLANCE STA77NG THAT THE REOU/REMENTS AND STANDARDS SET FORTH BY THE CITY OF BAKERSRELD HAVE BEEN MET. SCALE: 1" = 50' 50 25 0 50 100 O 0 U � o v LL+ y 1�� W a I VJ m Z w 2 I Q- N a 2 `/ C) ao Q 1 1 o W Y T Ll' V Cn 3 Q CZ w v LL+ y 1�� W 3 Q CZ w w� W w Z Q- I m H C) O O 1 1 o W V Cn Q U w W U W c w O Qa) LL -- W O m Q W � N ][ a H �o o m w � N Q O a w 0 �.w o � 0 W L� C"' a � U o a N O O W ti C) O Z co Q 3 Q w w� W w Z I m H ^I 0 O O 1 1 o V Cn Q U w W !� W c w O Qa) LL -- W m Q W � N ][ a H �o o m w � N O w i �.w o � 0 W L� C"' a (� o a ti GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, THESE DOCUMENTS SHALL BE MADE LATEST EDITION, AND STANDARDS PERTAINING THERETO. A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS JSE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START Cr CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO ISSUANCE OF THE PERMIT. 4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT-OF-WAY, THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT 48 HOURS NOTICE. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. SWANSON ENGINEERING, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN BASED ON AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIB-E ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATIONS AND DEPTHS OF ALL UTILITIES PRIOR TO THE BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1-800-227-2600, SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CCNTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY, PRIOR TO ANY FURTHER WORK 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. A_L WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 12. IN THE EVENT CONSTRUCTCN STAKING BASED ON THE CONSULTANT'S PLANS, DRAW NGS OR OTHER DOCUMENTS iS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE CLIENT, OWNER AND CONTRACTOR AGREE TO HOLD THE CONSULTANT HARMLESS AND RELEASE THE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS. 13. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, AND IMPLEMENTATION OF THE EROSION, SEDIMENTATION & DUST CONTROL PLAN AND THE STORM WATER POLLUTION PREVENTION PLAN; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING -,ROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 14. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWING OR SPECIFICATIONS, HE SHALL SUBMIT A WRITTEN REQUEST TO THE ENGINEER FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID FOR THE PROJECT. 15. SWANSON ENGINEERING, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. ANY AND ALL CHANGES TC THESE PLANS MUST BE APPROVED IN WRITING BY SWANSON ENGINEERING, INC. 16. SEE GRADING, WATER, STCRM-DRAIN AND SEWER IMPROVEMENT PLANS FOR OTHER I"APRO`✓EM -NTS THAT ARE PART OF THIS PROJECT. CITY= BAKERSFIELD STREET IMPROVEMENT NOTES 1. THE SUBDIVIDER, IF REQJIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DRAWING ST -22. 3. THE CONTRACTOR SHALL REMOVE AND/OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER. 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS STATED IN THE SOILS REPORT. SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECK C INFORMATION. SHOULD FURTHER TESTING SHOW A LOWER "R" VALUE FOR THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED FOR THE LOWER "R" VALUE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. 5. RE-ATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 1.0 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVE ":ENT (LIP OF GUTTER TO LIP OF GUTTER). IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 1.0 FEET BELOW FINISH GRADE ON LOCAL STREETS (1.5 FEET TO 2.5 FEET AS DIRECTEC BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO LIP OF GUTTER. 6. THE CONTRACTOR SHALL OBTAIN NOT LESS THAN 90% RELATIVE COMPACTION FOR A MINIMUM DEPTH OF 1.0 FEET UNDERNEATH SIDEWALK AND CURB AND GUTTER. THE LOCATION OF TESTS SHALL BE DETERMINED BY THE CITY. 7. COvPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACK CHARGED TO THE CONTRACTOR. 8. ALL CONCRETE TO BE CLASS B, 5 SACK, 2 1/2 TO 5 1/2 SLUMP PER CITY STANLARDS. CEMENT SHALL BE TYPE II. 9. AS:::HAL T REJU%ENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CCNCRETE PAVEMENT IN ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37- BITUMINOUS SEALS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AND THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER. 10. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT. 11. SE`NER LATERAL LOCATIONS SHALL BE MARKED WITH AN "S" STAMPED INTO THE CURB FACE OVER EACH LATERAL. 12. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOWLINES (INVERTS). 13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET THE APPROVAL OF THE PUBLIC WORKS DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE. 14. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR APPROVED EQUAL. ROADSIDE SIGNS INSTA__ED PER CITY STAP.DARD DRAWING T-19 SHALL BE LOCATED WITH THE SIDEWALK, 6 INCHES FROM BACK. 15. PR OR TO PAS; NG, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY Tr,AT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOU._-- CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 16. CONTRACTOR SHALL INSTALL BLUE MARKERS IN THE STREET AT FIRE HYDRANT LOCATIONS PER FIRE DEPARTMENT REQUIREMENTS. CITY OF BAKERSFIELD ASPHALT CONCRETE PAVING NOTES 1. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "PERFORMANCE GRADED ASPHALT BINDER" IN SECTION 92-1.02(B), "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT 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. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% THE ASPHALT CONCRETE REPRESENTED BY THAT LOT OR MORE THAN 96% SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION," OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR AND LOCAL ROAD BEDS SHALL EITHER MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION, OR SHALL BE FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK" WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE, OR A COMBINATION OF THESE MATERIALS -OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20. THE PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO ONE OF THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. 21. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD WITH CONSTRUCTION ACTIVITY (WQ ORDER NO. 92-08-DWQ) IN SACRAMENTO BEFORE THE BEGINNING OF 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 CONSTRUCTION HOURS. AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL Cl TY OF BAKERSFIELD STANDARD PLA TES c� p� m Z c 1. THE FOLLOW/NG CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF, 10-26-89, UNLESS OTHERWISE NOTED) CITY STD. NO. DESCRIPTION CITY STD. N0. DESCRIP77ON ® ST -1 CURB AND GUTTER (TYPE A; B' AND CJ ❑ ST -17 WIDE CROSS -GUTTER ❑ ST -2 COMMERCIAL DRIVEWAY ® ST -18 MEDIAN CURBS (TYPE IM- iN-1' AND "M-2 i ® ST -3 SIDEWALK ❑ ST -20 PRIVATE STREET GATES ❑ ST -4 RESIDENCE DRIVEWAY ❑ ST -21 REFUSE CONTAINER PAD ❑ ST -5 HOUSE NUMBER FOR CURBS ❑ ST -22 TRENCH BACKFILL AND COMPAC77ON REQUIREMENTS ® ST -6 PAVEMENT PATCHES ® T-1 STREET SIGN, POST TYPE ❑ ST -7 CROSS -GUTTERS ❑ T-3 MAJOR COLLECTOR TRANSITION ❑ ST -8 26 INCH PART CIRCLE CULVERT ® T-8 ONE-WAY MEDIAN OPENING ❑ ST -9 STREET 5PECIRCA77ONS ❑ T-12 MINIMUM ACCESS DESIGN ® ST -10 STREET SEC77ONS ❑ T=34 TRAFFIC SIGNAL INTERCONNECT -WRING AND PULL BOXES ❑ ST -10A STREET SEC77ONS ❑ D-10 SIDEWALK UNDERDRA/N ❑ ST -11 STREET CROSS SEC7701VS ❑ D-11 DRAINAGE BASIN ❑ ST -12 ALLEY CROSS SEC7701V ❑ D-14 CATCH -BASIN, TYPE A" ® ST -13 SURVEY MONUMENT ❑ D-15 CATCH -BASIN, TYPE A-1" ❑ ST -14 STREET LIGHT" MAST ARM TYPE** ❑ SW -4 MANHOLE, TYPE A' WITH DROP CONNEC77ON ❑ ST -15 CUL-DE-SACS ® SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ❑ ST -16 S7REET KNUCKLE r Qi< **f7BERGLASS STREET LIGHTS NOT ALLOWED co CAL TRANS STANDARD PLANS 1. THE FOLLOWING CAL TRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS (CONTRACTOR TO OBTAIN LA TEST EDI77ON THEREOF) (N CAL7RANS STD. PLAN DESCRIP77ON o N ® RSP A 88 CURB RAMP DETAILS N �fi�l ✓ APPROVED BY: ROBERT T. SWANSON RCE 43032 (EXP 3-31-18) �) R9 4& APPROVED BY: MARIAN SHAW R.C.E. NO. 32178 EXP. 12/31/16 RECORD DRAWING DATE /I ATE R/W 19.45' 2 EX/SANG CURB & iGUT7ER EXISTING' PAVEMENT R/W 19.45' 2 , EXIS17NG CURB & GUTTER EXISTING PA VEMENT Z 0 41.25' 41.25' 131.80' 131.90' 2'. 3.53' 6. TYPE V MEDIAN CURB t v I� - -.. _ __. 0.85" REMOVE (E) A.C. WITHIN SAWCUT AREA 0.50' CLASS 11 AGGREGATE BASE I }- TYPE "U" MEDIAN CURB - 0.40' A. C. 1.6' NA AVE COMPACTED TO 959 PER COB. ST -11 STA 11+50 STREET SECTION SCALE: 7 =70 ' T /. = 8.5 2 0 41.25' 41.25' 131.80' 131.90' 19.35' I 2' 4.91' 6.09' 3 Q TYPE Y MEDIAN CURBL TYPE M" MEDIAN CURB 2q 0.85' REMOVE (E) CURB" 80MAN17E AND A.0 WITHIN SAWCUT AREA 0.40' A. C. 0.50' CLASS 11 1.6' NA AVE COMPACTED AGGREGATE BASE TO 959 PER C.O.B. ST -11 STA 12+75 STREET SECTION ST�2 SCALE: 7 "= 70' T. /. = 8.5 40.71' 40.92' BOYAN17F STAMPED CONCRETE 0. 5' 2% 29 _ -- - _ -- - 0.85' T REMOVE (E) CURB" BOMANITE AND 0.40' A.C. A.0 WITHIN SAWCUT AREA AND REPLACE WITH COMPAC70 BACKFILL 1.6' NA AGVE COMPAC7FD AGCLASS Il AGGREGATE BASE TO 959 PER C.O.B. ST -11 STA 14+00 STREET SECTION SCALE 7"=70' T. /. = 8.5 42.29' 42.60' 80MANITE STAMPED cQ CONCRETE 0.50' CLASS Il AGGREGA7F BASE REMOVE (E) CURB" BOMAN17F AND A.0 WITHIN SAWCUT AREA AND REPLACE WITH COMPACTED BACKFILL 23' 29 ' 0.85" - -- - 0.40' A. C. 1.6' NA AVE COMPAC7FD TO 959 PER C.O.B. ST -11 STA 16+00 STREET SECTION SCALE: C=70' T.l. = 8.5 R/W R/W c� p� m Z c !' 0, !1 n l C c w o�Yby Z > W� d RECORD DRAWING DATE /I ATE R/W 19.45' 2 EX/SANG CURB & iGUT7ER EXISTING' PAVEMENT R/W 19.45' 2 , EXIS17NG CURB & GUTTER EXISTING PA VEMENT Z 0 41.25' 41.25' 131.80' 131.90' 2'. 3.53' 6. TYPE V MEDIAN CURB t v I� - -.. _ __. 0.85" REMOVE (E) A.C. WITHIN SAWCUT AREA 0.50' CLASS 11 AGGREGATE BASE I }- TYPE "U" MEDIAN CURB - 0.40' A. C. 1.6' NA AVE COMPACTED TO 959 PER COB. ST -11 STA 11+50 STREET SECTION SCALE: 7 =70 ' T /. = 8.5 2 0 41.25' 41.25' 131.80' 131.90' 19.35' I 2' 4.91' 6.09' 3 Q TYPE Y MEDIAN CURBL TYPE M" MEDIAN CURB 2q 0.85' REMOVE (E) CURB" 80MAN17E AND A.0 WITHIN SAWCUT AREA 0.40' A. C. 0.50' CLASS 11 1.6' NA AVE COMPACTED AGGREGATE BASE TO 959 PER C.O.B. ST -11 STA 12+75 STREET SECTION ST�2 SCALE: 7 "= 70' T. /. = 8.5 40.71' 40.92' BOYAN17F STAMPED CONCRETE 0. 5' 2% 29 _ -- - _ -- - 0.85' T REMOVE (E) CURB" BOMANITE AND 0.40' A.C. A.0 WITHIN SAWCUT AREA AND REPLACE WITH COMPAC70 BACKFILL 1.6' NA AGVE COMPAC7FD AGCLASS Il AGGREGATE BASE TO 959 PER C.O.B. ST -11 STA 14+00 STREET SECTION SCALE 7"=70' T. /. = 8.5 42.29' 42.60' 80MANITE STAMPED cQ CONCRETE 0.50' CLASS Il AGGREGA7F BASE REMOVE (E) CURB" BOMAN17F AND A.0 WITHIN SAWCUT AREA AND REPLACE WITH COMPACTED BACKFILL 23' 29 ' 0.85" - -- - 0.40' A. C. 1.6' NA AVE COMPAC7FD TO 959 PER C.O.B. ST -11 STA 16+00 STREET SECTION SCALE: C=70' T.l. = 8.5 R/W R/W c� p� m Z c 0, !1 n l C c w o�Yby Z > W� d m Z c ---! W� CL j O W I z I � I ' I W 2 I co m it o c � co 2 O O N 0 2 c Q) ti o U ¢ Z 3 Q cn e0 Q: W � 3 w V _cf) w m 2 rz Q-I� v N O Vlh S O m m r Qi< co QM O W W� ct O z co I I co m I 0 O 0 O W o U ¢ Z cn v W w V _cf) w co cc N li l (f) c m r QM N N W (N o N N Q a) STREET E FOUND COB CM 10-22-93- ELEV. = 401.49' CONSTRUCT/ON NOTES O1 INSTALL TYPE M" CURB PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS ST -2. 20 SAWCUT A. C. 1' MINIMUM OR AS DIRECTED BY THE CITY ENGINEER. O3 INSTALL CAL TRANS TYPE IV LEFT ARROW. ® CONSTRUCT ASPHALT HARD SURFACE TREATMENT IN MEDIAN PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS L-12. 5O ADkST MONUMENT LAMPHOLE TO NEW GRADE, PROTECT IN PLACE © INSTALL TRAFFIC SIGNS PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS T-15. O7 INSTALL TYPE 0(CA) MARKER PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS T-15. ® TRAFFIC SIGN TO BE REMOVED 9O WHERE CURBS ARE VERY CLOSE TOGETHER, INSTALL CONCRETE BETWEEN THE CURBS IN LIEU OF ASPHALT HARD SURFACE TREA7MENT 1� INSTALL TRAFFIC SIGN R5-1 11 INSTALL TRAFFIC SIGN R6 -1(R) 1� PER CASE 'C' CAL IRA NS STD. A 88 0 INSTALL DOUBLE 57DED 7RAFFIC SIGN R9-3 14 INSTALL TRAFFIC SIGN R81(CA) AND R81B(CA) NO IT ALL SIGNS SHALL BE INSTALLED ON 2" - 14 GAUGE SQUARE POST WITH 7/16" PRE -PUNCHED HOLES ON 1" CEN7FRS. GALVANIZED WITH 2-1/4" SLEEVE AS SHOWN ON KERN COUNTY DEVELOPMENT STANDARD PLATE R-33. J r � 1 l - , i � � ",E) t?.tNll L, -., (E) RAMP h ., p ' LIGHT POLE) LEGEND: - A88REWA7/ONS- (E) EXIS77NG TYP. TYPICAL FD. FOUND CL CENTERLINE CM CONCRETE MONUMENT ELEV, ELEVATION BK. BOOK PG. PAGE C.O.K. COUNTY OF KERN C.O.B. CITY OF BAKERSFIELD CONC CONCRETE A.C. ASPHAL T PA VEMENT FG FINISH GRADE EP EDGE OF PAVEMENT TC TOP OF CURB FL FLOWUNE FF FINISHED FLOOR FP FINISHED PAD 7P TOP OF PAVEMENT GB GRADE BREAK SD -'- SD - EXIS77NG STORM DRAIN LINE - Fo to EXIS77NG FIBER OP77C LINE -w-w- EXIS77NG WATER LINE -- ss ---'- ss EXIS77NG SEWER LINE G c EXIS77NG GAS LINE x x EXIS77NG FENCELINE ........... ..._._.............__... U.„4...-._ .............. ....... EXIS77NG ELEC7RIC LINE -- CHF ----------- EXIS77NG OVERHEAD ELEC7R/C LINE - - ------ - - - EXIS77NG PROPERTY LINE - - - - - - - - - - EXIS77NG RIGHT OF -WA Y .........._..__._...._..___......_- ._-_.... ..... _.........__..... _._........_......._..____.._............_._ EXIS77NG CURB & GUTTER 0 NEW S7RIPING- SEE PLAN FOR 11+49.75 CAL TRANS DETAIL - - - SAWCUT tom., BOMANITE STAMPED CONCRETE 0.40' AC/ 0.50' CL It AGG BASE/1.6' NA77VE COMPACTED TO 959 (PER PLANS FOR THE H' STREET UNDERPASS, THE ATCHISON, TOPEKA AND SANTA FE RAILWAY COMPANY P.U.C. N0. 2-887.5 DATED MAY 1988 AND DESIGNED BY DELEUW, CATHER AND COMPANY) H STREET 30 15 0 30 60 TOP OF NEW RAMP (E) STOP SIGN TO REMAIN, PROTECT IN PLACE ADJUST (E) UTILITY BOXES TO BE FLUSH WITH NEW SURROUND/NG GRADES (E) NO PARKING- SIGN & FIRE HYDRANT TO REMAIN, PROTECT /N PLACE 'E 1 �o'o� 1 Q) T a 4e-�e_-- 424e / APPROVED BY: ROBERT T. SWANSON 6ATE RCE 43032 (EXP 3-31-18) 7)4 141 ;("APPROVED BY: MARIAN SHAW DATE R.C.E. NO. 32178 EXP. 12/31/16 h�\R SAWCUT 1' OR AS ' DIREC70 BY ENGINEER EXIS77NG FIRE HYDRANT �Q EXIS77NG POWER POLE O -O EXISTING STREET LIGHT 10+89.75 FOUND MONUMENT T EXISTING TRAFFIC SIGN 0 EXISTING SEWER MH 11+04.75 SEWER MH PER CITY RECORD 402.14 EP (NOT FOUND) 2.59' RT. EXISTING CLEANOUT TO GRADE wv m EXISTING WATER VALVE 0 EXIS77NG STORM DRAIN MH 0 EXIS77NG 7ELECOM MH 11+49.75 CAL7RANS TYPE IV ARROW 402.29 EP LEFT OR RIGHT AS APPLICABLE -r NEW 7RAFFIC SIGNS R, R5-1" - DO NOT ENTER 402.33 EP R6 -1R" - ONE WAY, RIGHT 4.91' LT. R9-3" - NO PEDE57R/AN CROSSING SYMBOL 21.22 R81(CA)- - BIKE LANE 5730 42" R818(CA)" - END 0.40' AC/ 0.50' CL It AGG BASE/1.6' NA77VE COMPACTED TO 959 (PER PLANS FOR THE H' STREET UNDERPASS, THE ATCHISON, TOPEKA AND SANTA FE RAILWAY COMPANY P.U.C. N0. 2-887.5 DATED MAY 1988 AND DESIGNED BY DELEUW, CATHER AND COMPANY) H STREET 30 15 0 30 60 TOP OF NEW RAMP (E) STOP SIGN TO REMAIN, PROTECT IN PLACE ADJUST (E) UTILITY BOXES TO BE FLUSH WITH NEW SURROUND/NG GRADES (E) NO PARKING- SIGN & FIRE HYDRANT TO REMAIN, PROTECT /N PLACE 'E 1 �o'o� 1 Q) T a 4e-�e_-- 424e / APPROVED BY: ROBERT T. SWANSON 6ATE RCE 43032 (EXP 3-31-18) 7)4 141 ;("APPROVED BY: MARIAN SHAW DATE R.C.E. NO. 32178 EXP. 12/31/16 h�\R SAWCUT 1' OR AS ' DIREC70 BY ENGINEER TOP OF NEW RAMP -------.4005 7.1-0 epi �x srp 6I (E) STREET LIGHT TO REMAIN,_ PR07FCT /N PLACE 7 ACCESSIBLE RAMP, H & 14TH STREET T03 SCALE %/ x ----------------- 8 FL FLATTEN LLP FOR 5' �1 400. + LIP x 400-0 C7 . . . . . . . i +� rx A TRANS177ON TO 400.3 TC/FL f ZAT7EENED LIP i 01 J x599'87 h1v i _ i LIP 0 59' /OWN P x + J ------ Xgo 05 a PAVING REPAIR PER C 0.8 \ BOTTOM OF RAMP (FLUSH CURB)x x STANDARD ST -11 Ek: 3'31 * j CIV1'k.,�'lf /o -I1-19 RECORD DRAWING TAPER DATA NO < � STA TION OFFSET FROM ELEVA TION 10+82.25 5.09' RT. 400, 9 FL 77?ANSl770N BACK TO 10+89.75 4.93' RT. - - - - STANDARD LF /N 5_ - V 4.47' RT. 40k 2s 400.25 LIP 11+04.75 3.68' RT. 402.14 EP TOP OF NEW RAMP -------.4005 7.1-0 epi �x srp 6I (E) STREET LIGHT TO REMAIN,_ PR07FCT /N PLACE 7 ACCESSIBLE RAMP, H & 14TH STREET T03 SCALE %/ x ----------------- 8 FL FLATTEN LLP FOR 5' �1 400. + LIP x 400-0 C7 . . . . . . . i +� rx A TRANS177ON TO 400.3 TC/FL f ZAT7EENED LIP i 01 J x599'87 h1v i _ i LIP 0 59' /OWN P x + J ------ Xgo 05 a PAVING REPAIR PER C 0.8 \ BOTTOM OF RAMP (FLUSH CURB)x x STANDARD ST -11 Ek: 3'31 * j CIV1'k.,�'lf /o -I1-19 RECORD DRAWING TAPER DATA NO < � STA TION OFFSET FROM ELEVA TION 10+82.25 5.09' RT. 402.11 EP 10+89.75 4.93' RT. 402.12 EP 10+97.25 4.47' RT. 402.13 EP 11+04.75 3.68' RT. 402.14 EP 11+12.25 2.59' RT. 402.15 EP 11+27.25 0.09' RT. 402.21 EP 11+42.25 2.41' LT. 402.25 EP 11+49.75 3.50' L T. 402.29 EP 11+57.25 4.29' LT. 402.31 EP 11+64.75 4.75' L T. 402.33 EP 11+72.25 4.91' LT. 402.34 EP TAPER DATA NO.2O � STA 77ON OFFSET FROM EL EVA TION 10482.25 3.09' RT. 402.22 EP 10489.75 2.93' RT 402.23 EP 10497.25 2.47' RT 402.24 EP 11104.75 1.68' RT. 402.22 EP 11+12.25 0.59' RT 402.22 EP 11127.25 1.91 LT 40222 EP 11+42.25 4.41' LT. 402.18 EP 11149.75 5.50' L T. 402.15 EP 11 *57.25 6.29' L T. 402.15 EP 11+64.75 6.75' L T. 402.14 EP 111-72.25 6.91' LT. 402.13 EP >IIIfffT .i►l LOCAL BENCH MARK, SCRIBED -Y ON CONCRETE CURB, LOCATED ON THE EAST SIDE OF TRIANGULAR MEDIAN ISLAND AT THE INTERSECTION OF 14TH STREET AND H STREET, WEST OF H STREET. ELEVATION = 400.41' BASIS OF BEARINGS THE BEARING OF N901001001E SHOWN FOR THE CENTERLINE OF 147H STREET PER MAP OF THE CITY OF BAKERSFIELD, FILED /N MAP BOOK 1 AT PAGES 13-14, WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. ADDRESS 1241 G STREET BAKERSFIELD, CA APN PORTIONS OF 00405103, 00405201, 00405301, 00405306, 00640101, 00641101, 00641105, 00641106, 00653114, 00653113 UTILITY NOTE NOT ALL UTILITIES WERE LOCATED BY THIS SURVEY AND SWANSON ENGINEERING, INC. ASSUMES NO RESPONS131LITY FOR UNDERGROUND UTILITIES OR FACILITIES NOT SHOWN OR FOR INFORMATION OBTAINED FROM OUTSIDE SOURCES. 2 LEFT TURN, H STREET T03 SCALE 1 " = 10' 7 Cts (o - I - f'lt�'` o CURVE TABLE CURVE RADIUS LENGTH TANGENT DEL TA 1 1.00' 3.14' NIA 18000'00" Q L o, Z I 3 0.75' 2.36 NIA 1800000" 4 60.00 39.10' 20.27' 3720'18" 5 1.0 ' 0.68' 0.35' J8:5442"- i I T 21.14' 21.22 11.60 5730 42" 7 1 . 9' 6.17' 2830 5 " 8 1.37' 3.94' 10.40' 165'127" 2 LEFT TURN, H STREET T03 SCALE 1 " = 10' 7 Cts (o - I - f'lt�'` m o N Q) 3 1 Q 0 od F� Q L o, Z I W a: ^ 2^ � z w co a � i I T ZW �3' O O L Z v o m o V 3 1 0 od m o 0 3 0 od ti W Q - O 1 co i I T ZW �3' O O W o Ll C) Q w cc J - 0 co V J 0 o W � o 1 u N m z o m W o � W o v n O o O � \ VJ � 0 N N � � O ti 3 o o� Q 2 O J � o o � O O oQ � O Co 'Q O Z 3 0 od ti W 1 co i I T m I 0 O O o Ll C) w cc J - co V J 0 �co CC Lij 1 u N :he U)cr m W W � o Q m VJ � 0 N N % x x cs• ........_.. f -, Li"GHT P! E / .f 1 rl ti :BANE' � 3, 'E) GRASS x----------- x } X ! v W CJ Ca m x� Q cn :la ' HAR6fY AUDITORIUM �- I o cd :./: �. t _,f ' it ,< r 1 %r4 'r _ E SIGN, i i / SIG.N � ' A •UH r tE C - W h fi. T/` 1 { : n x r -t / ;r ZONE :. rt t• G _ r N ! frr A• TN: V : rV - -----------;_ - -------- ----- - -- ---- y- x � r- t___ ___ - _ __ _.. -X _._=..—.._.._.._ _ . . _ __...__ 1 1 _- -y. / x r 4 -F 4u94 .�/i .ff='X�r.� n x' ::N ham- rG 4. ,� ) St... .vr XTNG - 6 C&G �� �. (Ei RO•AI T Cli_1tiG C? rf- Xo CID N 9tD ---- 10+OD _k � H STREET �_ % — Fot c:r "�D. - ELEV. = 401.49' �) x 2 V o C s� 6 zf —- - x X 'x ...__ .._... _............................ _.............. - - ---- so "> WALLEY--- <s: c '^ r In ti O I CONSTRUCTION NOTES O1 INSTALL TYPE "U" CURB PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS ST -2. 2O SAWCUT A. C. 1 ' MIN/MUM OR AS DIRECTED BY THE CITY ENG/NEER. O3 INSTALL CAL TRANS TYPE IV LEFT ARROW. ® CONSTRUCT ASPHAL T HARD SURFACE WA TMENT IN MEDIAN PER CITY OF SAKERSRELO DEVELOPMENT STANDARDS L-12. 5O ADXST MONUMENT LAMPHOLE TO NEW GRADE, PROTECT IN PLACE © INSTALL TRAFFIC SIGNS PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS r-15. O7 INSTALL TYPE O(CA) MARKER PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS T-15 ® TRAFFIC SIGN TO BE REMOVED O9 WHERE CURBS ARE VERY CLOSE TOGETHER, INSTALL CONCRETE BETWEEN 7HE CURBS IN LIEU OF ASPHALT HARD SURFACE TREA IMENT 10 INSTALL 7RAFFIC SIGN R5-1 Cl INSTALL TRAFFIC SIGN R6 -1(R) 1�2 PER CASE C' CALTRANS STD. A88A 1� INSTALL DOUBLE SIDED TRAFFIC SIGN R9-3 14 INSTALL TRAFFIC SIGN R81(CA) AND R81B(CA) NOTE.' ALL SIGNS SHALL BE INSTALLED ON 2" - 14 GAUGE SQUARE POST WITH �116- PRE -PUNCHED HOLES ON I" CENTERS GALVANIZED WITH 2-1/4- SLEEVE AS SHOWN DN KERN COUNTY DEVELOPMENT STANDARD PLATE R -3J Q I � � � Q I - LEGEND: ABBREKATIONS: (E) EXISTING TYP. TYPICAL FD. FOUND CL CENTERLINE CM CONCRETE MONUMENT ELEV. ELEVA77ON BK. BOOK PG. PAGE C.O.K. COUNTY OF KERN C.O.B. CITY OF BAKERSFIELD CONC CONCRETE A. C. ASPHAL T PA VEMENT FG FINISH GRADE EP EDGE OF PAVEMENT TC TOP OF CURB FL FLOWLINE FF FINISHED FLOOR FP FINISHED PAD 7P TOP OF PAVEMENT GB GRADE BREAK j I , EXIS77NG STORM DRAIN LINE — l0 FO — EXIS77NG FIBER OP77C LINE -- w w --- EXIS77NG WA TER LINE -------- ss ss - - - EXIS77NG SEWER LINE G G --- EXIS77NG GAS LINE - > x - ----- EXIS77NG FENCELINE ..................... se .--.._................... EX157ING ELECTRIC LINE - - - - <� -- -- - EXIS77NG OVERHEAD ELEC7RIC LINE - --••-••...... EXISTING PROPERTY LINE - - - — - - — - - - EXIS77NG RIGHT -OF -WA Y v EXIS77NG CURB & GUTTER C Wco NEW STRIPING- SEE PLAN FOR N CAL 7RANS DETAIL — — - SAWCUT SVGA! _.... ...............� c • ••�f1 (Lj 1Dt'f AzK �G a" �� x •.`. I 6 o c t .j" ._.._._mss BOX x Ar REMOVE (E) MEDIAN, PATCH WI TH A. C. �ATCl� �G11H A.C. PAVEMENT i "•k x ;, PAVEMENT PER COB STANDARD ST ->1 PER C. 0.8 STANDARD SL -41- /0 L-11 (t j STi �<= T L/Gh r, X Vii:' _ g -- Q 6 -- "' __ _ ---.- __.... . SEWv 4' /0 - -J- -4 -� Lt G & JLfTs I- f f .- _R { , 4; —-- (E) CURB &GUTTER- (E) FOUND BRASS CAF _ -- ........ _ ONUMENT _ .... --- - F�'.a _....._ > '€(E6`--4003=--- —� r --- V - _� 4 is - - _..-�__, - _...- -� - --(� CUR.a �� .>IiTTE.R - __ _ ...... _.... -...._ I AiG I IF— IJ c � I Q Q Q O Gj EXISTING FIRE HYDRANT -{}) EXISTING POWER POLE O EXISTING STREET LIGHT FOUND MONUMENT T EXIS77NG TRAFFIC SIGN O EXIS77NG SEWER MH 0 SEWER MH PER CITY RECORD (NOT FOUND) CL 0 EXIS77NG CLEANOUT TO GRADE WV m EXISTING WA IFR VALVE 0 EXISTING STORM DRAIN MH Q EXIS77NG 7FLECOM MH r CAL 7RANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE T_ x R, R5-1" - DO NOT ENTER R6 -IR" - ONE WAY, RIGHT C; Z R9-3" - NO PEDESTRIAN CROSSING SYMBOL R81(CA)- - BIKE LANE 'N 'R81B(CA)" - END j I , � � tri ifs''• '1 - � !•1 � � O O W O v C Wco Q� N I o c M co ~, O W LL N Y a I cr ) Siff WAI K 3 s, n v N � 3 j Q - O x40 ! �r`;L• 0F x !j , - � N, c O I i � �,•� S I (E) GRASS Wr c' O o - > z " 9�A Y \ O O v GJ Ft I I tijzj CA ,�// / x 401.64 ;- v _ �-''� 4 I S CA - A �' N 00 1 -3 1.3 x{i11 1/ UO 4.6 -�1. `� mow.. l •,�� . j (E) RAW � iE) PLAN TEP �, i- _ --'- - _-P"`'- (E) CONCRE;-E HAL XAAY .'f7 REMOVE (E) CONC -1 FIRE HYDRA:1:`T -- 1 AT JOIN T 4/�7 ( ! n . S - U� �. % 4� I r• f '� f1^ ' frk ; � a + \ - � 8 � _--'` " ; � . , r 7vr?=51,� , � I I - F. j ' t f G - ri ` a� `� n:� : i r. �f n� � J I `�',, •,, 4a _.... ...............� c • ••�f1 (Lj 1Dt'f AzK �G a" �� x •.`. I 6 o c t .j" ._.._._mss BOX x Ar REMOVE (E) MEDIAN, PATCH WI TH A. C. �ATCl� �G11H A.C. PAVEMENT i "•k x ;, PAVEMENT PER COB STANDARD ST ->1 PER C. 0.8 STANDARD SL -41- /0 L-11 (t j STi �<= T L/Gh r, X Vii:' _ g -- Q 6 -- "' __ _ ---.- __.... . SEWv 4' /0 - -J- -4 -� Lt G & JLfTs I- f f .- _R { , 4; —-- (E) CURB &GUTTER- (E) FOUND BRASS CAF _ -- ........ _ ONUMENT _ .... --- - F�'.a _....._ > '€(E6`--4003=--- —� r --- V - _� 4 is - - _..-�__, - _...- -� - --(� CUR.a �� .>IiTTE.R - __ _ ...... _.... -...._ I AiG I IF— IJ c � I Q Q Q O Gj (E) A. C. PA VEMENT TO BE REMOVED (E) CONCRETE TO BE REMOVED H STREET" 30 15 0 30 60 APPROVED BY: ROBERT -. SWANSON RCE 43032 (EXP 3-31-18) �C AMI -�6i' APPROVED BY: MARIAN SHAW R.C.E. NO. 32178 EXP. 12/31/16 (E) DA ATE OAD BRIQGE'. BENCHMARK LOCAL BENCH MARK, SCh/BED X" ON CONCRETE CURB, LOCATED ON THE EAST SIDE OF TRIANGULAR MEDIAN ISLAND AT IRE INTERSECTION OF 14TH STREET AND H STREET, WEST OF H S7PEET. ELEVATION = 400.41 ' BASIS OF BEARINGS THE G OF N90100100"E SHOWN FOR THE CENTERLINE OF 14T11 STREET PER MAP OF THE CITY OF BAKERSFIELD, FILED /N MAP BOOK 1 AT PAGES 13-'4, WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. ADDRESS 1241 G STREET BAKERSFIELD, CA APN PORTIONS OF 00405103, 00405201, 00405301, 00405306, 00640101, 00641101, 00641105, 00641106, 00653114, 00653113 UTILITY NOTE NOT ALL UTILITIES WERE LOCATED BY THIS SURVEY AND SWANSON ENGINEERING INC. ASSUMES NO RESPONSFILITY FOR UNDERGROUND UTILITIES OR FACILITIES NOT SHOWN OR FOR INFORMATION OBTAINED FROM OUTSIDE SOURCES. RECORD DRAWING (-o .1 - r7m mo EXISTING FIRE HYDRANT -{}) EXISTING POWER POLE O EXISTING STREET LIGHT FOUND MONUMENT T EXIS77NG TRAFFIC SIGN O EXIS77NG SEWER MH 0 SEWER MH PER CITY RECORD (NOT FOUND) CL 0 EXIS77NG CLEANOUT TO GRADE WV m EXISTING WA IFR VALVE 0 EXISTING STORM DRAIN MH Q EXIS77NG 7FLECOM MH r CAL 7RANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE T_ NEW 7RAFFIC SIGNS R, R5-1" - DO NOT ENTER R6 -IR" - ONE WAY, RIGHT C; Z R9-3" - NO PEDESTRIAN CROSSING SYMBOL R81(CA)- - BIKE LANE 'N 'R81B(CA)" - END (E) A. C. PA VEMENT TO BE REMOVED (E) CONCRETE TO BE REMOVED H STREET" 30 15 0 30 60 APPROVED BY: ROBERT -. SWANSON RCE 43032 (EXP 3-31-18) �C AMI -�6i' APPROVED BY: MARIAN SHAW R.C.E. NO. 32178 EXP. 12/31/16 (E) DA ATE OAD BRIQGE'. BENCHMARK LOCAL BENCH MARK, SCh/BED X" ON CONCRETE CURB, LOCATED ON THE EAST SIDE OF TRIANGULAR MEDIAN ISLAND AT IRE INTERSECTION OF 14TH STREET AND H STREET, WEST OF H S7PEET. ELEVATION = 400.41 ' BASIS OF BEARINGS THE G OF N90100100"E SHOWN FOR THE CENTERLINE OF 14T11 STREET PER MAP OF THE CITY OF BAKERSFIELD, FILED /N MAP BOOK 1 AT PAGES 13-'4, WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. ADDRESS 1241 G STREET BAKERSFIELD, CA APN PORTIONS OF 00405103, 00405201, 00405301, 00405306, 00640101, 00641101, 00641105, 00641106, 00653114, 00653113 UTILITY NOTE NOT ALL UTILITIES WERE LOCATED BY THIS SURVEY AND SWANSON ENGINEERING INC. ASSUMES NO RESPONSFILITY FOR UNDERGROUND UTILITIES OR FACILITIES NOT SHOWN OR FOR INFORMATION OBTAINED FROM OUTSIDE SOURCES. RECORD DRAWING (-o .1 - r7m mo o' CL 0 1 W ti W L r Z m C� C; Z J O 'N 0uJ 2 o � O O W O v C Wco Q� N o c M co ~, O W LL N Y a cr 3 w n v N � 3 j Q - O �I C C), 2 � N, c O e a Q S I Q) O O o - \ O O v o' 1 W ti L r m C� Lo J O 'N 0uJ o W V C Wco Q� M co ~, W LL N Y a cr w n v N M cn j N �I C C), � N, c L�1 Q a, (E) STEPS (L;) LIGHT POLE) (c) SIG/v ill NO PARKl.NG ' f7) t?? ^ f t 1;I (, r t:NFLr::E ?E rG;47FR 5rfGOT- =U� --- � L C CG:N^ FT!: ---------------------------=---:- -- - - - -- -- I (L s (t) IRON' Favc (cJ SIGAIA1 BOX j 6" L t3 `ON CONC FTC ..... _-.--._-_. _ E' IRON ROLL iii"G t y (E,, S7GP/AL BOX 7z/ STREET LfvflT .................._ .._...._ -. __ - -- -900- :.: ��_..:.:.... =:-.:... -.-........................................ :- 10+00 0 H STREET _ - (E) FOUND C.O. B (E) 6,RAf, S RZ ti RZ CM 10-22-93 ELEV. = 401.49' (E) I \6 70 - v TYPICAL 1 FD. FOUND (E) STEPS (L;) LIGHT POLE) (c) SIG/v ill NO PARKl.NG ' f7) t?? ^ f t 1;I (, r t:NFLr::E ?E rG;47FR 5rfGOT- =U� --- � L C CG:N^ FT!: ---------------------------=---:- -- - - - -- -- I (L s (t) IRON' Favc (cJ SIGAIA1 BOX j 6" L t3 `ON CONC FTC ..... _-.--._-_. _ E' IRON ROLL iii"G t y (E,, S7GP/AL BOX 7z/ STREET LfvflT .................._ .._...._ -. __ - -- -900- :.: ��_..:.:.... =:-.:... -.-........................................ :- 10+00 0 H STREET _ - (E) FOUND C.O. B (E) 6,RAf, S CONSTRUCTION NOTES Ol INSTALL TYPE ;Ll' CURB PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS ST -2. 20 SAWCUT A. C. 1' MINIMUM OR AS DIRECTED BY THE CITY ENGINEER. 30 INSTALL CAL TRANS TYPE IV LEFT ARROW. ® CONSTRUCT ASPHAL T HARD SURFACE TREA IMENT IN MEDIAN PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS L-12. 5O ADAIST MONUMENT LAMPHOLE TO NEW GRADE, PROTECT IN PLACE © INSTALL TRAFFIC SIGNS PER CITY OF BAKERSRELD DEVELOPMENT STANDARDS T-15. O7 INSTALL TYPE Q(CA) MARKER PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS T-15. ® TRAFFIC SIGN TO BE REMOVED 9O WHERE CURBS ARE VERY CLOSE TOGETHER, INSTALL CONCRETE BETWEEN THE CURBS IN LIEU OF ASPHAL T HARD SURFACE TREATMENT 1� INSTALL TRAFFIC SIGN R5-1 11 INSTALL TRAFFIC SIGN R6 -1(R) 1� PER CASE C' CALTRANS STD. A88A 1� INSTALL DOUBLE SIDED TRAfRC SIGN R9-3 14 INSTALL TRAFFIC SIGN R81(CA) AND R818(CA) NOTE - ALL SIGNS SHALL BE INSTALLED ON 2' - 14 GAUGE SQUARE PGST WITH �116' PRE -PUNCHED HOLES ON 1' CENTERS. -AL %ANIZED 41TH 2-1/4' SLEEVE AS SHOWN ON KERN CjUNTY DEVELOPMENT STANDARD PLA IF R-33. LEGEND: RZ ti RZ CM 10-22-93 ELEV. = 401.49' (E) EXISTNG \6 70 - v TYPICAL 1 FD. FOUND a CENTERLINE 3 77-5, C PATCH CONCRETE MONUMENT CONSTRUCTION NOTES Ol INSTALL TYPE ;Ll' CURB PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS ST -2. 20 SAWCUT A. C. 1' MINIMUM OR AS DIRECTED BY THE CITY ENGINEER. 30 INSTALL CAL TRANS TYPE IV LEFT ARROW. ® CONSTRUCT ASPHAL T HARD SURFACE TREA IMENT IN MEDIAN PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS L-12. 5O ADAIST MONUMENT LAMPHOLE TO NEW GRADE, PROTECT IN PLACE © INSTALL TRAFFIC SIGNS PER CITY OF BAKERSRELD DEVELOPMENT STANDARDS T-15. O7 INSTALL TYPE Q(CA) MARKER PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS T-15. ® TRAFFIC SIGN TO BE REMOVED 9O WHERE CURBS ARE VERY CLOSE TOGETHER, INSTALL CONCRETE BETWEEN THE CURBS IN LIEU OF ASPHAL T HARD SURFACE TREATMENT 1� INSTALL TRAFFIC SIGN R5-1 11 INSTALL TRAFFIC SIGN R6 -1(R) 1� PER CASE C' CALTRANS STD. A88A 1� INSTALL DOUBLE SIDED TRAfRC SIGN R9-3 14 INSTALL TRAFFIC SIGN R81(CA) AND R818(CA) NOTE - ALL SIGNS SHALL BE INSTALLED ON 2' - 14 GAUGE SQUARE PGST WITH �116' PRE -PUNCHED HOLES ON 1' CENTERS. -AL %ANIZED 41TH 2-1/4' SLEEVE AS SHOWN ON KERN CjUNTY DEVELOPMENT STANDARD PLA IF R-33. LEGEND: ABBREVIATIONS. - CM 10-22-93 ELEV. = 401.49' (E) EXISTNG \6 70 - v TYPICAL 1 FD. FOUND a CENTERLINE 3 77-5, CM CONCRETE MONUMENT ELEV. ELEVATION BK. BOOK O I PAGE NOTE' C.O.K. COUNTY OF KERN CONTRACTOR TO COORDINATE WI1N CITY TRAFFIC DEPARTMENT C.O.B. CITY OF BAKERSFIELD N CONC CONCRETF O I V I Ro CORD DRUING0 FG FINISH GRADE EXISTING STORM DRAIN MH CJ I V Li TC TOP OF CURB U FL I � FF FINISHED FLOOR NEW TRAFFIC SIGNS FP FINISHED PAD R5-1' - DO NOT ENTER TP TOP OF PAVEMENT R6 -1R' - ONE WAY, RIGHT GB GRADE BREAK SD se EXISTNG STORM DRAIN UNE FO W EXISTNG FIBER OPTIC LINE 2 ti w --- W _ss ss EXISTING SEWER UNE W h G -- m x CONSTRUCTION NOTES Ol INSTALL TYPE ;Ll' CURB PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS ST -2. 20 SAWCUT A. C. 1' MINIMUM OR AS DIRECTED BY THE CITY ENGINEER. 30 INSTALL CAL TRANS TYPE IV LEFT ARROW. ® CONSTRUCT ASPHAL T HARD SURFACE TREA IMENT IN MEDIAN PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS L-12. 5O ADAIST MONUMENT LAMPHOLE TO NEW GRADE, PROTECT IN PLACE © INSTALL TRAFFIC SIGNS PER CITY OF BAKERSRELD DEVELOPMENT STANDARDS T-15. O7 INSTALL TYPE Q(CA) MARKER PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS T-15. ® TRAFFIC SIGN TO BE REMOVED 9O WHERE CURBS ARE VERY CLOSE TOGETHER, INSTALL CONCRETE BETWEEN THE CURBS IN LIEU OF ASPHAL T HARD SURFACE TREATMENT 1� INSTALL TRAFFIC SIGN R5-1 11 INSTALL TRAFFIC SIGN R6 -1(R) 1� PER CASE C' CALTRANS STD. A88A 1� INSTALL DOUBLE SIDED TRAfRC SIGN R9-3 14 INSTALL TRAFFIC SIGN R81(CA) AND R818(CA) NOTE - ALL SIGNS SHALL BE INSTALLED ON 2' - 14 GAUGE SQUARE PGST WITH �116' PRE -PUNCHED HOLES ON 1' CENTERS. -AL %ANIZED 41TH 2-1/4' SLEEVE AS SHOWN ON KERN CjUNTY DEVELOPMENT STANDARD PLA IF R-33. LEGEND: NO .;fi;G E) 6" C&G ------ 11+00 HARVEY AUDITORIUM LOADING ZONE (L;) S,'DErYALK ; BENCHMARK LOCAL BENCH MARK, SCRIBED X' ON 1 CONCRETE CURB,LOCATED ON THE EAST SIDE OF TRANGULAR MEDIAN ISLAND AT THE rf CRASS , j I Lu I ; INTERSECTION OF 14TH STREET AND H 'I STREET, WEST OF H STREET. i '�. 1 R 1 DRIVEWAY ELEVATION = 400.41' BASIS OF BEARINGS II ! I°i THE BEARING Of N90'00 00 E SHOWN FOR `% I THE CENTERLINE OF 14TH STREET PER MAP :a. ' ,11 OF THE CITY OF BAKERSFIELD, FILED IN MAP (E) BOILD. +G \ - I BOOK 1 AT PAGES 13-14, WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. �i- ADDRESS j Ir 1241 G STREET BAKERSFIELD, CA PEDESTRIAN WALKWAY EASEMENT J oAL- PER DOCI 000215157097 APN 1 ? I PORTIONS OF' C040510J 00405201, ti I , _ � I 00405301, 00405306, 00640101, 00641101, = I.. � 00641105, 00641106, 00653114, 00653113 ,-, R,. _ UTILITY NOTE i I [ Z.: NOT ALL UTILIT,'ES WERE LOCATED BY THIS ' o SURVEY AND S4.4NSON ENGINEERING, INC. �' — - ASSUMES NO RESPONSIBILITY FOR - a— - UNDERGROUND UTILITIES OR FACILITIES NOT _ SHOWN OR FOR INFORMATON OBTAINED FROM OUTSIDE SOURCES 12+00 - 3 • R5-1 - rn -. - — -._._. -- ........ - _ 1 _ YE) CURE & G - - -U ,, Y I �° (E)FOL ND BRASS CAP __ ....... - _ _ MONUMENT N _ .... _- - _ — = .... .... - __ -.._ _ . _-_.._.. _........ r - -._ €L€V--400.x.....- -7-=44) _ _. ..:r- _ \ m _ 132' - _............... Er 2.1 TAPER AT 40 MPH ; AtLLY- - 84' MINIMUM y. O O O L I. 4' O ru ili Ci Ci Ci �� Li a 2 tn H STREET 30 15 0 30 60 1 Om WIM wzlel ����/� APPROVED BY- ROBERT T. SWANSON RCE 43032 (EXP 3-31-18) APPROVED BY MAR/AN SHAW RCE 32178 (EXP 12-31-16) ABBREVIATIONS. - (E) EXISTNG \6 70 - T1'P. TYPICAL 1 FD. FOUND a CENTERLINE 3 77-5, CM CONCRETE MONUMENT ELEV. ELEVATION BK. BOOK O PG. PAGE NOTE' C.O.K. COUNTY OF KERN CONTRACTOR TO COORDINATE WI1N CITY TRAFFIC DEPARTMENT C.O.B. CITY OF BAKERSFIELD ON FINAL STRIPING LAYOUT PRIOR TO INSTALLING STRIPING. CONC CONCRETF A. C. ASPHALT PAVEMENT Ro CORD DRUING0 FG FINISH GRADE EXISTING STORM DRAIN MH EP EDGE OF PAVEMENT EXISTING TFLECOM MH TC TOP OF CURB CAL TRANS TYPE /V ARROW FL FLOWLINE LEFT OR RIGHT AS APPLICABLE FF FINISHED FLOOR NEW TRAFFIC SIGNS FP FINISHED PAD R5-1' - DO NOT ENTER TP TOP OF PAVEMENT R6 -1R' - ONE WAY, RIGHT GB GRADE BREAK SD se EXISTNG STORM DRAIN UNE FO Fo - EXISTNG FIBER OPTIC LINE ---- w w --- EXISTNG WA IFR LINE _ss ss EXISTING SEWER UNE G G -- EXISTING GAS LINE x x - EXISTING FENCELINE UGE EXISTNG ELECTRIC LINE OHE EXISTING OVERHEAD ELECTRIC LINE - --••-••- - - EXISTING PROPERTY LINE ---------- EXISTNG RIGHT OF -WAY -- ..... _._........... ---- - —. EXISTING CURB & GUTTER _ NEW STRIPING- SEE PLAN FOR z Q CALTRANS DETAIL - — — — - SAWCUT NO .;fi;G E) 6" C&G ------ 11+00 HARVEY AUDITORIUM LOADING ZONE (L;) S,'DErYALK ; BENCHMARK LOCAL BENCH MARK, SCRIBED X' ON 1 CONCRETE CURB,LOCATED ON THE EAST SIDE OF TRANGULAR MEDIAN ISLAND AT THE rf CRASS , j I Lu I ; INTERSECTION OF 14TH STREET AND H 'I STREET, WEST OF H STREET. i '�. 1 R 1 DRIVEWAY ELEVATION = 400.41' BASIS OF BEARINGS II ! I°i THE BEARING Of N90'00 00 E SHOWN FOR `% I THE CENTERLINE OF 14TH STREET PER MAP :a. ' ,11 OF THE CITY OF BAKERSFIELD, FILED IN MAP (E) BOILD. +G \ - I BOOK 1 AT PAGES 13-14, WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. �i- ADDRESS j Ir 1241 G STREET BAKERSFIELD, CA PEDESTRIAN WALKWAY EASEMENT J oAL- PER DOCI 000215157097 APN 1 ? I PORTIONS OF' C040510J 00405201, ti I , _ � I 00405301, 00405306, 00640101, 00641101, = I.. � 00641105, 00641106, 00653114, 00653113 ,-, R,. _ UTILITY NOTE i I [ Z.: NOT ALL UTILIT,'ES WERE LOCATED BY THIS ' o SURVEY AND S4.4NSON ENGINEERING, INC. �' — - ASSUMES NO RESPONSIBILITY FOR - a— - UNDERGROUND UTILITIES OR FACILITIES NOT _ SHOWN OR FOR INFORMATON OBTAINED FROM OUTSIDE SOURCES 12+00 - 3 • R5-1 - rn -. - — -._._. -- ........ - _ 1 _ YE) CURE & G - - -U ,, Y I �° (E)FOL ND BRASS CAP __ ....... - _ _ MONUMENT N _ .... _- - _ — = .... .... - __ -.._ _ . _-_.._.. _........ r - -._ €L€V--400.x.....- -7-=44) _ _. ..:r- _ \ m _ 132' - _............... Er 2.1 TAPER AT 40 MPH ; AtLLY- - 84' MINIMUM y. O O O L I. 4' O ru ili Ci Ci Ci �� Li a 2 tn H STREET 30 15 0 30 60 1 Om WIM wzlel ����/� APPROVED BY- ROBERT T. SWANSON RCE 43032 (EXP 3-31-18) APPROVED BY MAR/AN SHAW RCE 32178 (EXP 12-31-16) DATE TF _1 DATE TF 6; •l - I -?cc, 0 EXIS17NG FIRE HYDRANT \6 70 - EXISTNG POWER POLE 1 CSO EXISANG STREET LIGHT (O FOUND MONUMENT 3 77-5, T EXISTING TRAFFIC SIGN EXISTING SEWER MH O NOTE' 0 SEWER MH PER CITY RECORD CONTRACTOR TO COORDINATE WI1N CITY TRAFFIC DEPARTMENT (NOT FOUND) ON FINAL STRIPING LAYOUT PRIOR TO INSTALLING STRIPING. {c3 EXISTING CLEANOUT TO GRADE EXISTING WAIFR VALVE Ro CORD DRUING0 Z EXISTING STORM DRAIN MH Q EXISTING TFLECOM MH `4 CAL TRANS TYPE /V ARROW LEFT OR RIGHT AS APPLICABLE T NEW TRAFFIC SIGNS i R1 R5-1' - DO NOT ENTER O O v c R6 -1R' - ONE WAY, RIGHT R9-3' - NO PEDESTRIAN CROSS/NG SYMBOL � � N R81(CA)' - BIKE LANE R81B(CA)' - END 6; •l - I -?cc, 0 Q \6 70 - ca ca Q 4 O W Z W 2 O i O O v c � � N a 0 z Q o � � CIA � W O a �o O Z o � m o o