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HomeMy WebLinkAbout6.1-17004 1241 'Gi'S TREET. H STREET, MEDIAN IMPR 0 VEMENTS € (,J FOUND GOB CM, f(fY. = 400.55' H STREET I I� I� € i � _........... _... _ ......._.._...._ ........ .... _._...... i -------------------- 1,200 LF i i i 101 TONS CONSTRUCTION NOTES O1 INSTALL TYPE U- CURB PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS ST -2. 2O SAWCUT A. C' 1' MINIMUM OR AS DIRECTED BY THE CITY ENGINEER. 3O INSTALL CAL TRANS TYPE IV LEFT ARROW. CONSTRUCT ASPHALT HARD SURFACE 7REA7MENT IN MEDIAN PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS L-12. Q ADJUST MONUMENT LAMPHOLE TO NEW GRADE, PROTECT IN PLACE © INSTALL TRAFFIC SIGNS PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS T-15. O7 INSTALL TYPE Q(CA) MARKER PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS T-15. ® TRAFFIC SIGN TO BE REMOVED �9 WHERE CURBS ARE VERY CLOSE TOGETHER, INSTALL CONCRETE BETWEEN THE CURBS IN LIEU OF ASPHALT HARD SURFACE TREATMENT JO INSTALL 7RAFFIC SIGN R5-1 11 INSTALL 7RAFFIC SIGN R6 -1(R) i 12 PER CASE "C" CAL TRANS STD. A88A 1 INSTALL DOUBLE SIDED TRAFFIC SIGN R9-3 14 INSTALL TRAFFIC SIGN R81(CA) AND R818(CA) i NOTE. - ALL SIGNS SHALL BE INSTALLED ON 2" - 14 GAUGE SQUARE POST WITH �1'8" PRE -PUNCHED HOLES ON 1" CEN7ERS. GALVANIZED WITH 2-1/4" SLEEVE AS SHOWN ON KERN COUNTY DEVELOPMENT STANDARD PLATE R-33. MATERIALS LIST ESTIMATED OUAN7777ES, NOT TO BE USED FOR BIDDING PURPOSES lz�TRFFTc BAKERSFIELD HIGH SCHOOL BAKERSFIELD, CALIFORNIA ....... ....... _... ......... ------ _ .-...._-- _..-.... ....._.__.._ £J FIX/NO &BASS CAP Ell .._.........._.. �.-_._ HENT, _...._._._..--------------- ` !------------•------------_..._...._. _.......--=--==----Tj .__- �----- g€6`-.a.4D0. ..._ ___....._....... - _____ ---- ---.....__ .._._.......... _.._._ ...----------- ---� I, ._..._............ ...... . ...... —i . . .... i 6" MEDIAN CURB 1,200 LF A. C. PAVING 101 TONS CLASS -ll A.B. 65 CY STRIPING TYR LANE LINES CAL MANS DETAIL 9 1,250 L LEFT 71/RN ARROWS CAL TRANS TYPE /V LEFT ARROW 2 EA. CROSSWALK LINES 130 L LEFT 7URN LANE LINE CAL TRANS DETAIL 38 125 L TRAFFIC SIGNS O --o CAL IRA TYPE R5-1 1 EA. CAL7RANS TYPE R6 -1R'° 1 EA. CAL TRANS TYPE R9-3" 2 EA. CAL TRANS TYPE 'R81CA " 1 EA. CAL TRANS TYPE R818CA " 1 EA. TRUNCATED DOMES 45 SF CORNER RAMPS 1 £A. CURB & GUTTER 55 LF SIDEWALK 400 SF BOYAN17F STAMPED CONCRETE MEDIAN SURFACE 2,700 SF SAACU T 1,400 SF SURVEY MONUMENT l EA. SURVEY MONUMENT ENCASEMENTS 1 EA. LEGEND: ABBREVIA TIONS (E) EXISING EXIS77NG R7RE HYDRANT TYR TYPICAL <-Q- EA757/NG POWER POLE FD. FOUND BK. BOOK O --o EXISTING STREET LIGHT CL C&VARUNE CYN CONCRETE MONUMENT (D FOUND MONUMENT ELEV. ELEV,I77CVV -•- EXIS77NG TRAFFIC SIGN P6. PAGE C.O.K. COUMY OF KERN EXIS77NG SEWER MH C.O.B. CITY DF BAKERSFIELO 0 SEWER MH PER CITY RECORD CONC CON00E (NOT FOUND) A. C. ASPIALT PAVEMENT © EXIS77NG CLEANOUT TO GRADE FG RNIS1 GRADE EP EDGE OF PAVEMENT WV m EXIS77NG W,47ER VALVE TC TOP DF CURB FL FLOWJNE Q EXIS77NG STORM DRAIN MH FF RN/S1ED FLOOR FP F/NISIED PAD 0 EXIS77NG 7ELECOM MH TP TOP DF PAVEMENT GB ORA IT BREAK CAL TRANS TYPE /V ARROW LEFT OR RIGHT AS APPLICABLE — —. — — EXIS77AG STORM DRAIN LINE 07577AG FIBER OP77C LINE -s- NEW TRAFFIC SIGNS w--wa----„ EX/SM0 W017ER LINE' R R5-l' - DO NOT ENTER "R6 -1R" - ONE WAY, RIGHT EXISTMAG SEWER UNE "R9-3` - NO PEDESTRIAN CROSSING SYMBOL �— EXISM6 GAS LINE 'R81(CA)" - BIKE LANE x - - - _ x • -- - EXIS7710 FENCELINE "R818(CA)" - END _..._-..,; .... ...... _._„ _........._...._, ...... ... ... EX/SMG ELECTRIC LINE �=1t DESIGN ELEV, GRADES --OK—OK--- omE-- EXIS7710 OVERHEAD ELECTRIC LINE �y p EXIS7710 PROPERTY UNE ---------------- EXIS77IG RIGHT-OF-WAY Z EXIS17IG CURB & GUTTER -- NEW SRIPING- SEE PLAN FOR _ — CALTRINS DETAIL ------------ SAWOf BOMAJJTE STAMPED CONCRETE a U o O o 0.40'AC/ 0.50' CL IJ AGG BASE/L 6' NA77W COMPACTED TO 95X � (PER°LANS FOR THE H' STREET UNDERPASS, THE ATCHISON, TOPEKA AND iANTA FE RAILWAY COMPANY P..UC. N0. 2 ..5 DA IED MAY O 1988 41V DESIGNED BYDELEUW, CATHER AND COMPANY) PROJECT SITE APPROVED BY: ENGINEER'S STATEMENT: VICINITY MAP THESE PLANS AND SPEC/F/CA77ONS WERE PREPARED BY ME OR UNDER MY DIRECTION, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULA77ONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUN7ERED DURING COIVSTRUC77ON SHALL BE CORRECTED. i 01 vvv t 1 • yc �s BOB SWANSON RCE 43032 (EXP 3-31-16) DATE NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 EXP. 12/31/16 REVIEWED BY: ASST. PUBLIC WORKS DIRECTOR DATE REVIEWED BY: TRAFFIC ENGINEER DATE SHEET No. INDEX SIDI - 777LE SHEET ST02 - TYPICAL DETAILS -GENERAL N07ES ST03 - H STREET - STREET PLAN S704 - H STREET - MEDIAN DEMOL177ON PLAN ST05 - H STREET - STRIPING PLAN S706 - H STREET - STRIPING DEMOLITION PLAN �0 -SS-A-55 i•'--?5-55-4fi ...._.... ...-. 5S° I_ -N- KEY MAP SCALE: 1'=200' NOTES: BENCHMARK TOP OF MONUMENT AT THE SOUTHWEST CORNER OF THE INTERSECTION OF 14TH AND 'H' STREETS AT THE BAKERSFIELD 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 BEAR/NG OF N901001001E SHOWN FOR THE CENTERLINE OF 14TH STREET PER MAP OF THE CITY OF 84KERSRELA 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 PORT70NS 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 RESPONSIBILITY FOR UNDERGROUND U77LI77ES OR FACILITIES NOT SHOWN OR FOR INFORMATION OBTAINED FROM OUTSIDE SOURCES BEFORE EXCAVA77NG CALL USA. UNDERGROUND SERVICE ALERT 800-227-2600 48 -HOURS BEFORE ALL PLANNED WORK OPERA77ONS 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONS7RUC770N INSPEC77ON DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE NO. 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLANCE STA77NG THAT THE REQUIREMENTS AND STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. SCALE: 1" 1 i 25 1 50 101 I%///%////��%%/%%%%%///%/ �r m 0 W z W 0 O Z 0 a U o O o � O O Q � Q 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 PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF 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 POSSIBLE 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 CONTRACTOR'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. ALL 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 CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS 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 FROM 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 TO THESE PLANS MUST BE APPROVED IN WRITING BY SWANSON ENGINEERING, INC. 16. SEE GRADING, WATER, STORM -DRAIN AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. CITY OF BAKERSFIELD STREET IMPROVEMENT NOTES 1. THE SUBDIVIDER, IF REQUIRED, 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 SPECIFIC 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. RELATIVE 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 PAVEMENT (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 DIRECTED 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. COMPACTION 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. I 8. ALL CONCRETE TO BE CLASS B, 5 SACK, 2 1/2 TO 5 1/2 SLUMP PER CITY STANDARDS. CEMENT SHALL BE TYPE II. 9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE 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. SEWER 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 INSTALLED PER CITY STANDARD DRAWING T-19 SHALL BE LOCATED WITH THE SIDEWALK, 6 INCHES FROM BACK. 15. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 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(8), "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 "GRE'ENBOOK" 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" (N01) 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 T)' OF BAKERSFIELD STANDARD PLA TES 42.29' 42.60' 1. THE FOLLOWING 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. DESCRIP77ON CITY STD. N0. DESCRIPTION ® ST -1 CURB AND GUTTER (TYPE 'A, 18' AND C") ❑ ST -17 WIDE CROSS -GUTTER ❑ ST -2 COMMERCIAL DRIVEWAY ® ST -18 MEDIAN CURBS (TYPE !til ; ;11-1' AND 'M-2 ® 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 REOUIREMENTS ® ST -6 PAVEMENT PATCHES ® T-1 STREET S/GN, POST TYPE ❑ ST -7 CROSS -GUTTERS ❑ T-3 MAJOR COLLECTOR TRANS177ON ❑ ST -8 26 INCH PART CIRCLE CULVERT ® T-8 ONE-WAY MEDIAN OPENING ❑ ST -9 STREET SPECIFICA TONS ❑ T-12 MINIMUM ACCESS DESIGN ® ST -10 STREET SE070NS ❑ T-34 TRAFFIC SIGNAL INTERCONNECT -WRING AND PULL BOXES ❑ ST-l0A STREET SECTIONS ❑ 9-10 SIDEWALK UNDERDRAIN ❑ ST -11 STREET CROSS SECTIONS ❑ 9-11 DRAINAGE BASIN ❑ ST -12 ALLEY CROSS SEC77ON ❑ D-14 CATCH -BASIN, TYPE A' ® ST -13 SURVEY MONUMENT ❑ 0-15 CATCH -BASIN, T)PE A-1' ❑ ST -14 S7REET LIGHT, MAST ARM TYPE** ❑ SW -4 MANHOLE, TYPE 'A' WIN DROP CONNEC77ON ❑ ST -15 CUL-DE-SACS ® SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ❑ ST -16 STREET KNUCKLE **FIBERGLASS S7R££T LIGHTS NOT ALLOWED mQ CAL TRANS STANDARD PLANS o 1. THE FOLLOWING CAL 7RANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CAL TRANS STD. PLAN DESCRIP77ON o N ® RSP A 88 CURB RAMP DETAILS U° R/W I w � o EXISTING CURB &!GUTTER EXIS77NG: PA VEMENT R/W -*9.45' o i EXIS77NG I CURB & GUT7FR EXISTING PA VEMENT -*31.80' TYPE 'M' MEDIAN CURB - 1 S T02 41.25' 131.90' W 2' 3.53' I 6.09' 1 3 TYPE 'M' MEDIAN CURB _............ ...... _.. `.___........__.-_... 0.65' REMOVE (E) A. 0. WITHIN SAWCUT AREA 0.40' A.C. 0.50' CLASS If 7� AGGREGA7E BASE 7;4 NA77VE COMPAC7ED TO 95% PER CO. 8. ST -11 STA 11+50 STREET SECTION SCALE: 1 "=10' T. 1. = 8.5 41.25' -+31.80' ( -131.90' TYPE 'M' MEDIAN CURB 0.65 7- REMOVE (E) CURB, BOMAN17F AND A.0 WITHIN SAWCUT AREA 0.50'CLASS II - AGGREGATE BASE 41.25' z 0 TYPE "M' MEDIAN CURB _J 0.40' A.C. L6' NA77VE COMPACTED TO 957o PER C.O.B. ST -11 2 STA 12+75 STREET SECTION sroe SCALE: 1'-10' T. /. = 8.5 BOYAN17E STAMPED CONCRETE I� 164' 3 0.65' .___.._....__ ._......__._......_....... . EE _._._. 0.65:y' REMOVE (E) CURB, 80MANITE AND A.0 WITHIN SAWCUT AREA AND REPLACE WITH COMPACTED BACKFILL 1.6' NA 77W CCNPAC7E0 TO 95X PER COB. ST -11 3 S T02 40.92' 0.40' A.C. 0.50' CLASS 11 AGGREGATE BASE QY A IA -LAA CNTMcCT L'�CnTlr'1A 1 SCALE: 1 "=10' T 1. = 8.5 R/W I 19.35' -*9.35' 0.50' CLASS If AGGREGATE BASE REMOVE (E) CURB, 80MAN17F AND _ A.0 W17HIN SAWCUT AREA AND REPLACE WITH COMPACTED BACKFILL 4 S T02 0.40' A.C. 1.6' NA AVE COMPACTED TO 95% PER C.O.B. ST -11 STA 15+00 STREET SECTION SCALE: I"=10 T. 1. = 8.5 (.1 ' /70 o R/W 42.29' 42.60' Z 7. 7' j W to m z 0 80MANITF STAMPED y 0 L CONCRETE 1 22Z 1 29 o I 1 0.50' CLASS If AGGREGATE BASE REMOVE (E) CURB, 80MAN17F AND _ A.0 W17HIN SAWCUT AREA AND REPLACE WITH COMPACTED BACKFILL 4 S T02 0.40' A.C. 1.6' NA AVE COMPACTED TO 95% PER C.O.B. ST -11 STA 15+00 STREET SECTION SCALE: I"=10 T. 1. = 8.5 (.1 ' /70 o R/W VJ m 0 L zz vi m O �I 0 0 U W 0 o Q Q, Cly U W W W u 0 c cf) 0 W 0 rL cl) W W W v o mQ hal o 0 N o N U° F� 0 O 0 Q Q o o W o I � Z m 0¢ OO VJ Wc� 0 L zz vi m O �I 0 0 U W 0 o Q Cly U W W u 0 c cf) 0 W 0 rL cl) W W F..� v o mQ hal o 0 N o U° F� 0 u x " _ .._._...._........._. ! ':s------..-.,-,,,_- fc-' u' • fJl �" �T RAMP < ~ I E(E) SiliE4rA1,K .� x40.2.2u 02 , x r , (f) GRASS { } rE) GRASS { §57, z : i� >. i, .•�. C3 i c _..........._..... DRi `V rfi�A i __. t I: y1 _- I ti- ..,...� (E) STEPS-, v: _ � � �• ,�' (E) LIGHT POLE) HARVEY AUDITORIUM v , Biu ( z o' n tIK _....... I a ' I zap' + 44�'G/ 4' k4' ✓ , ` O ' ' •- �' i � tom} ' JPAVI ' x x x _ _ _ NG REPA/R PER C.O.B. STANDARD ST -11 I ,, i m 1.25{ => =` �� ai ( :; k c ....._ ......_ ....... l PEDESTRIAN WALKWAY EASEMENT ENT ; k v i x x PER D 1000215 a• '`� OC. 157097 Al Rz .........._._..._.__._.._.... c� a- k40i.64 h w ti I a� SAWCUT 2' .-•� ` ; 4. ?.:: `s Ni Q ti... L.' I , i cL -'' h , a Q O o AS _..........__............ ....i i U I k y 1 U 1 j v 0 t t z. .._._._...... �`` m Z''i c� ty _ I �a/ mE 0/REC ENGINEER^ x ..............._......._._..._._. x _..._.__..._........._ _...;_ 1 "?•,�.i cV nt N h O <p U N V O W -_ � r, i; -� O <= > S.._- ,t� �J' U _ {E/ ...n.„,,..._'-'--'--..._. , �,a..,.....-"-'-.__ ..... <:�7 :s� '_s- l; �ca w Ow .� ,� .N, '4' cV `�0• L_.,-�,� � S �Q V w' � ... r _„� � � � \` � Q W i a •s. !•.., � ,,.F . I _ -� � �- - - - - - - - - - „Y, m W m W Z 4 W Z w 1 xw r --i - O Q c.. :. cr W h m �� c- J _ ti --------- ---__-_--__---- , k 1 _............_, _.._......._.....:.,. Rte! t� �t _ :y:: rtz>k: •t; I qC PtA1'TER _.-_ ............ _ .........._....... L,,...COlda.�,^.,..r�_.....�A..�..._.. l) " 11_IIP"'i t'''tb ......._ SIG S t=/ r --. _..... - ........__.-.. -) r,J: L �A ? _.i... t s a --t..• PAT';H (E' S/G^x iE SlI1N 7 N 1 ___ __... L ----'Y'-- __..__...__._...__......_.... -- ._ ... _ ._...�___ ........................._._._..0 �1._...._...____ ...�_ . �, . , r....; ,JO tr,I,db \ ;f AL , 1 ,, 1 1 i fs%tb _ } (., 51J , rr� tt . ' rrr I „9 v - a;F, t=. ^:a cry.,, , - i:' t c./� .,Ota<, ; ,(� ¢I _ r1Q PARKING ^ . Ir��' -J r.:,f ..}D?::i, _ - D? JI ZONE NO ,r?AII' u - �\ ;¢ f Snl i n r^, `. i 1y,, 4G168k x401/3 X ..;7.._... -.__. �. 1 ,.... 2 �rG> I -z^ t<� -,/`� �F J�^ �' (. rA _40,L0r :;t tic kt /� r� (� (�'�• �, ;�• a �<... n,, n F _ -_ -- _--__ -_ - __ - TO -_ TU2 7 J`T 4'7 hli - - - 4 �$ ' °� ;-� ,.> 6 ...., i .� tx { `._:. '�, lr r -' t, ea :::. � r':.' :::-: :� �/- --_.._....__........_....................... ........ ..•-.__ •:._._.:........�- ;^ !x: cce:rr ........... ........................_.....-..._......................._........,............._...._._................._........_...............__..._._.._._...............__._......_._._._........._. / .�:._ .. �'; _.. _.._....__....._._....._....._._................_...._._._........_...._................_.__._._................_._..........._...._. '' �c t °(} , r l POP,CR POIE E :R,�tJ FENCE (} f I ,: r E S,JNAL BOX �} ... .. x o o v z 4 "� LO��it 9£NCH A!Al�i( SCRUB x `.g�. iX j"�' {'&v '---� x ` ,, r x t 401.44 (E) _90 . � � ,� �� � '. G? d ON CT(; XlivG 6" f "v 1 S (E) C&G ^ r (L 'SIO a a r " c rj r i ' c j SIG,"J B0 x� 01� CURB THAT WILL BE OF H S7REET IS CENTERLINE OF CONS7RUC7708 (' x .'s *' SIGNALL 5Y _ (} Ih1G _tel REM�D ELEV = 400.41' E ll'Oi1 ROLL GATE - z <r -(E) 6" car IG .S ' ;..... fr tYv'f T c - --- _ _-._.....,. _ _ ........ _._.._... _ __......._. ......_... _......._ fl _a csa .. ._... _......-.......-... . ....:::::: ...-.-....-.. - 10+00 ._x4.ate.. #u 11400 H 13t0' - 's v^ a✓<>c y D�C7 txc i� '-7C'- .. i.:r .. .. ..� X ....... ............. .... ....... ...... .. .. .. ,- �:... �:.�� ...E--!' '�.L _!:-r. ,. ro-}_OUND C. 0. CM 10_22-^, Cl h,a 93 �a � m ,'. ;• � c ., � �,, �'�:. ;,,. 'c-: -_,�`g •�-, �� t�. �:. v > •-� it cry o t J c:s> --,� ` <: ELEV. - 401.49' _. _ _......_ _............... _____............... _------. 1. {7 �� _ 2 x • 3 r' - } (E) fOUND BRASS CAP -� 9 a,n r 40. cQ C3 ............... ............... _....... ..._........__..........._........._..............._............_...._._. x ri ...... n i nu .... zY.._ _. _ _ _ 7t FLEA - 400--' _ -.._ ✓•. 6.;,._.,.. _ _ _. ��=--•z..�'<T t�•�. _.+1 ....,. �,.? �.. CJ L _........_,_..,.......... ..l<_ ........._......._.,._. ...._ ......._..__._.. _.._ .__..._..........._._._ ................._.,. __..._.__._ ..........A h i ^� c__......_....r...- { ` :i _._.. .....�..._...._____...._. �... -- - is c x All ! > �� J - _ L _ - __-........=:_.� ' _.._ _`--_-,......_ _ ..._ _ ...._ ____......... _ _._....._ ...._ _......_ I j 1>0 cp �i 2 U t Ii I I i ��e I K ''nW I ick 4' pW 0. m �^•. � ^ �" t. ni � � N N V oOi O v � � ^ � CO.� ,01 rmj,� cs 01 44 it Q W Q� WQ4t ��H�`'WHymci�ii m<iW COitiW I ' CONSTRUCTION NOTES O INSTALL TYPE M" CURB PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS ST -2. 2Q SAWCUT A. C. 1' MINIMUM OR AS DIRECTED BY THE CITY ENGINEER 3D, INSTALL CAL TRANS TYPE /V LEFT ARROW. ® CONSTRUCT ASPHALT HARD SURFACE TREATMENT IN MEDIAN PER CITY OF BAKERSRELD DEVELOPMENT STANDARDS L-12. O ADJUST MONUMENT LAMPHOLE TO NEW GRADE, PR07ECT /N PLACE © INSTALL 7RAmc SIGNS PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS T-15. INSTALL TYPE O(CA) MARKER PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS T-15. ® TRAFFIC SIGN TO BE REMOVED WHERE CURBS ARE VERY CLOSE TOGETHER, INSTALL CONCRETE BETWEEN THE CURBS IN LIEU OF ASPHALT HARD SURFACE 7REA7M£NT 10 INSTALL 7RAFFIC SIGN R5-1 11 INSTALL 7RAFRC SIGN R6 -1(R) 12 PER CASE C" CAL TRANS SID. A88A 1Q 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 WTH 7/16" PRE -PUNCHED HOLES ON I' CENTERS. GALVANIZED WITH 2-1/4" SLEEVE AS SHOWN ON KERN COUNTY DEVELOPMENT STANDARD PLATE R-33. I LEGEND: 4 ABBREVIATIONS. - c3'' 0 EXIS77NG EXISTING STREET LIGHT TYR TYPICAL 402.07 EP FD. FOUND EXISTING SEWER MH CL CENTERLINE 402.05 EP CM CONCRETE MONUMENT EXISTING CLEANOUT TO GRADE ELEV. ELEVA71ON 0 BK. BOOK EXISTING TELECOM MH P& PAGE 402.29 EP C.O.K. COUNTY OF KERN NEW 7RAFFIC SIGNS C.O.B. CITY OF BAKERSFIELD 402.27 EP CONC CONCRETE "R9-3" - NO PEDES7RIAN CROSS7NG SYMBOL A.C. ASPHALT PAVEMENT 5730'42" FG FINISH GRADE 12.09' EP EDGE OF PAVEMENT �1 p TC TOP OF CURB W LQ FL FLOWLINE 3 FF FINISHED FLOOR FP FINISHED PAD TP TOP OF PAVEMENT GB GRADE BREAK SO - EXIS77NG STORM DRAIN LINE - so -- ro - EXISTING FIBER OP77C LINE ---- FO _- W £NS77NG WATER LINE (' ^ .A._..._........._._. ss .............. EAIS77NO SEWER LINE uj - c EXIS77NG GAS LINE is x ---- EXIS77NO FENCEVNE x _..._.:_..... _._... Uc; ;__.._.__....._......_.. EXIS77NG EL£C1RIC LINE ._....____..__.__._._. „HE ........ ...._._.........._.. _ EXISTING OVERHEAD ELECTRIC LINE - - - - - - - EXIS17NG PROPERTY LINE - - - - - - - - - - EXIS77NG RIGHT-OF-WAY ............... _...... ....._........................ _...... _.............. EX/STING CURB & GUTTER Q m _ NEW STRIPING- SEE PLAN FOR CAL TRANS DETAIL ----- N SAWCUT 4 EXISIING RRE HYDRANT c3'' EXIS77NG POWER POLE @-0 EXISTING STREET LIGHT QO FOUND MONUMENT 402.07 EP EXISTING 7RAFFIC SIGN D EXISTING SEWER MH 0 SEWER MH PER CITY RECORD 402.05 EP (NOT FOUND) -C - EXISTING CLEANOUT TO GRADE wv m EXIS77NG WATER VALVE 0 EXISTING STORM DRAIN MH Q EXISTING TELECOM MH 11+49.75 CAL7RANS TYPE IV ARROW 402.29 EP LEFT OR RIGHT AS APPLICABLE 4.29' LT. NEW 7RAFFIC SIGNS Rif "R5-1" - DO NOT ENTER 402.27 EP "R6 -1R" - ONE WAY, RIGHT 4.91' LT. "R9-3" - NO PEDES7RIAN CROSS7NG SYMBOL 21.22' "R81(CA)" - BIKE LANE 5730'42" "R818(CA)" - END i BOMAN17F STAMPED CONCRETE i 0.40' AC/ 0.50' CL 11 AGG' BASE/L6' NA77Vf COMPACTED TO 95X (PER PLANS FOR 7HE H' STREET UNDERPASS, 7HE ATCHISON, TOPEKA AND SANTA FE RAILWAY COMPANY AU.0 N0. 2-887.5 DA7ED MAY 1988 AND DESIGNED BY DELEUW, CATHER AND COMPANY) H STREET ! 15 i 30 .I �''//O%%/�i,////%///%%%%///%/� :a i,9 ! •S4 W � - i Q W � a- II t I / z 4a/ ' k 401.64 PEDESTRIAN WALKWAY EA"ENT k 3 ! PER DX..1 000215157097 iii ' + 400 46 ' E TOP OF NEW RAMP so hg� ¢0> 9 ��0 GQ SAWCUT 1' OR- s� AS DIRECTED l - -- - - AD�IST (£) UNITY BOXES TO BE TC vo P BY ENGINEER (E) STOP SIGN TO REMAIN, PROTECT LUSH WITH NEW SURROUNDING GRADES a o IN PLACE t (E) "NO PARKING" SIGN If- RRE HYDRANT TO REMAIN, PROTECT /N PLACE o6 i C7 x ....._. ..AOLBO... TOPOF ,4TA7CH" oo � �-----=r-----.___...-........................................... NEW RAMPu 7.59 ti� -h� , c ... . ................................................. ¢al 401.67 - ..j : +66 4 V _ TD M,9TGfL i ....'..'.. �� c �� j " a3%o ........... \� X00,51 PAVING REPAIR PER g (E) STREET LIGHT TO REMAIN, C6 9 BOTTOM OF RAMP x CO.B kANDARD ST -11 PR07ECT IN PLACE x ' (FLUSH CURB) _ x x :.... .....R© .;S✓ r) .:: .... ........:�j.�-+•......... '..'-Li dam. I_. �.�t - .. Q-lr 3,..... .. 0 ''.. j� 1 J ^€ 4' .............. .44 R S r f ._ i_ 7 ACCESSIBLE RAMP, H & 13TH STREET T031 SCALE 1 of = 20' TAPER DA TA N0. O q STATION OFFSET FROM ELEVATION 10+82.25 5 09' RT, 402.10 EP 10+89.75 4.93' RT, 402.07 EP 10+97.25 4.47' RT, 402.05 EP 11+04.75 3.68' RT. 402.05 EP 11+12.25 2.59' RT, 402.07 EP 11+27.25 0.09' RT. 402.21 EP 11+42.25 2.41' LT. 402.25 EP 11+49.75 3.50' LT. 402.29 EP 11+57.25 4.29' LT. 402.28 EP 11+64.75 4.75' LT. 402.27 EP 11+72.25 4.91' LT. 402.27 fP "o?, S-5, CONer � TAPER DATA NO.2D, STATION OFFSET FROM ELEVATION 10+82.25 3.09' RT. 402.22 EP 10+89.75 2.93' RT. 402.23 EP 10+97.25 2. ¢7' RT. 402.24 EP 11+04.75 LW RT. 402.25 EP 11+12.25 0.59' RT. 40225 EP 11+27.25 1.91 LT. 402.20 EP 11+42.25 A01' LT. 402.18 EP 11+49.75 5.50' L T. 402.15 EP 11+57.25 6.29' LT. 402.05 EP 11+64.75 6.75' LT. 402.05 EP 11+72.25 6.91' LT 402.00 EP --.-:.::.:-:.-:.-::.:.::. ...-:.....:......................__. 1:20 LEFT TURN, H STREET T03 SCALE 1" = 10' ,c : BENCHMARK LOCAL BENCH MARK, SCR/BED -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 N90100 00 E SHOWN FOR THE CENTERLINE OF 14TH STREET PER MAP OF THE CITY OF BAKERSFIELD,, FILED IN 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 U77LI77ES WERE LOCATED BY THIS SURVEY AND SWANSON ENGINEERING, INC. ASSUMES NO RESPONS/8/V7Y FOR UNDERGROUND UTILITIES OR FACILITIES NOT SHOWN OR FOR INFORMATION OBTAINED FROM OUTSIDE SOURCES. Z _-_....... _.I.......__- --------- - ..... I ...... __ _....... ...... 9 y�r,t>> CURVE TABLE CURVE RADIUS LENGTH TANGENT DEL TA 1 1.00' 3.14' N A 18000'00" 2 1.00' 3.14' NIA 18000'00" 3 1.00' 314 NIA 18000'00" 4 60, 00' 37.98' 19.65' 3675'56" 5 2.00' 1.29' 0.67' 37'04'16" 6 21.14' 21.22' 11.60' 5730'42" 7 24.30' 12.09' 6.17' 283057" Z _-_....... _.I.......__- --------- - ..... I ...... __ _....... ...... 9 y�r,t>> N 0 V o 0 H Q N v Z22Z O W 0-4 N Q Q � �1 p W W LQ 0 3 m 0 W Q) Q 0 pO W LQ 0 Z W 2 Qcj) W u= CC (' ^ t� uj is c m W o W W `� � 0 � o Q m o +" N Q 0 � o o Ll O Z 0 0 0 W Q) 0 pO 0 W 2 Qcj) cl) u= CC (' ^ t� uj is c m W o W W `� � � o Q m o +" N ........ ... I ........... X x C-1Ory .. ... . .... . .................... 4 A.Z.,417 P, `1 RAMP (r) CRASS HARVEY AtIPITOPIUY X-- x x x IN 410 PA. s/cw n r", Av"; lill"j-V --(E) AC A4,76`8 . ...... ... .. ..... . ..... .... .......... .. 4 :11r r 501 z, a . . . ...... 40i Y,!.— NO PARK111,1G, L 0/1 DINO ZONC . . ...... .............. . .......... ............ . . ...... ................. - ....... .. .. :_47 ....... . ............... 7 Y. 1D. . ..... .... ............. ............... x x ............. . ....... . .................. . .... .................... . .. . .......................... ...... ...... .. . ................... . ................... ... .. ................ . ... . .... .. .. ............................. . I - - ------- - -- - ..... ................ .. . ...... ..... ... . .. a)x popo? po""r x x J t.,l �Y 6� -) & X/ 404 44 161V sYG 0--) ------------ x . ..... ...............- — ---- C2 .9 _31.1 -IML S_ QHS I -It x F01J/vo C. O. CM 10-22-93 EZEV 40t 49' . . ....... . . . .......... .... . ..... ............. 0 (D Nen ............. .......... ------ . ........ . .............. X .... . ................ ........... . ....... jp-v............. . ........ .. ......... . ...... . . ................ . .... ..... . ... .............. '01 AIX Allf Y _Tv x Qtr 0, $2 CONSTRUCTION NOTES Ol INSTALL TYPE `M' CURB PER CITY Of - BAKERSFIaD DEVELOPMENT STANDARDS ST -2. SA WCU T A.0. 1' MINIMUM OR AS DIRECTED BY THE CITY ENGINEER. INSTALL CAL TRANS TYPE- IV LEFT ARROW CONSTRUCT ASPHALT HA RD SURFACE TREATMENT; IN MEDIAN PER CITY OF 84KERSRELD DEVELOPMENT STANDARDS t-12. ADJUST MONUMENT LAMPHOLE TO NEW GRADE, PROTECT IN PLACE (a) INSTALL TRAFFIC SIGNS PER CITY OF bAKERSf7ELD DEVELOPMENT STANDARDS T-15. O INSTALL TYPE Q(CA) MARKER PER CITY OF bARSYSRELO DEVELOPMENT STANDARDS r-15 TRAFFIC SIGN TO BE REMOVED wmf- cuos ARE VERY aosE TOGETHER, INSTALL CONCRE7E ff7wf5V THE CURBS IN LIEU OF ASPHALT HA RD SURFACE TREATMENT 10 INSTALL TRAFFIC SIGN R5-1 11 INSTALL TRAFFIC SIGN R6 -1(R) PER CASE 'C" CAL TRANS SIR A86A g INSTALL DOUBLE SIDED TRAFFIC S10 R9-3 14 INSTALL INSTALL TRAFFIC SIGN R81(CA) AND R818(CA) NOT ALL SIGNS SHALL BE INSTALLED 08 2" - 14 GAM SQUARE POST WITH �%6'PRE-PVNCHED HOLES ON I' CENTERS GALVANIZED WITH 2-114- SLEEVE AS SHONV ON KERN COUNTY DEVELOPMENT STANDARD PLATE R -JJ LEGEND.• UIT-MATIMUN (E) EXIS77NO P TYPICAL f D, . . . ........ CL CENTERLINE CM x ELEV. ELEVA 77ON 1cp._._._.._..._..._µ BOOK PG. . . ....... . ... (C) UGHTPZ�) -, .......... ... \_. COUNTY OF KERN C.O.B. CITY OF BAKERSRELD CONC x A. C, ASPHALT PAVEMENT FG RNISH GRADE EP 4 A.Z.,417 P, `1 RAMP (r) CRASS HARVEY AtIPITOPIUY X-- x x x IN 410 PA. s/cw n r", Av"; lill"j-V --(E) AC A4,76`8 . ...... ... .. ..... . ..... .... .......... .. 4 :11r r 501 z, a . . . ...... 40i Y,!.— NO PARK111,1G, L 0/1 DINO ZONC . . ...... .............. . .......... ............ . . ...... ................. - ....... .. .. :_47 ....... . ............... 7 Y. 1D. . ..... .... ............. ............... x x ............. . ....... . .................. . .... .................... . .. . .......................... ...... ...... .. . ................... . ................... ... .. ................ . ... . .... .. .. ............................. . I - - ------- - -- - ..... ................ .. . ...... ..... ... . .. a)x popo? po""r x x J t.,l �Y 6� -) & X/ 404 44 161V sYG 0--) ------------ x . ..... ...............- — ---- C2 .9 _31.1 -IML S_ QHS I -It x F01J/vo C. O. CM 10-22-93 EZEV 40t 49' . . ....... . . . .......... .... . ..... ............. 0 (D Nen ............. .......... ------ . ........ . .............. X .... . ................ ........... . ....... jp-v............. . ........ .. ......... . ...... . . ................ . .... ..... . ... .............. '01 AIX Allf Y _Tv x Qtr 0, $2 CONSTRUCTION NOTES Ol INSTALL TYPE `M' CURB PER CITY Of - BAKERSFIaD DEVELOPMENT STANDARDS ST -2. SA WCU T A.0. 1' MINIMUM OR AS DIRECTED BY THE CITY ENGINEER. INSTALL CAL TRANS TYPE- IV LEFT ARROW CONSTRUCT ASPHALT HA RD SURFACE TREATMENT; IN MEDIAN PER CITY OF 84KERSRELD DEVELOPMENT STANDARDS t-12. ADJUST MONUMENT LAMPHOLE TO NEW GRADE, PROTECT IN PLACE (a) INSTALL TRAFFIC SIGNS PER CITY OF bAKERSf7ELD DEVELOPMENT STANDARDS T-15. O INSTALL TYPE Q(CA) MARKER PER CITY OF bARSYSRELO DEVELOPMENT STANDARDS r-15 TRAFFIC SIGN TO BE REMOVED wmf- cuos ARE VERY aosE TOGETHER, INSTALL CONCRE7E ff7wf5V THE CURBS IN LIEU OF ASPHALT HA RD SURFACE TREATMENT 10 INSTALL TRAFFIC SIGN R5-1 11 INSTALL TRAFFIC SIGN R6 -1(R) PER CASE 'C" CAL TRANS SIR A86A g INSTALL DOUBLE SIDED TRAFFIC S10 R9-3 14 INSTALL INSTALL TRAFFIC SIGN R81(CA) AND R818(CA) NOT ALL SIGNS SHALL BE INSTALLED 08 2" - 14 GAM SQUARE POST WITH �%6'PRE-PVNCHED HOLES ON I' CENTERS GALVANIZED WITH 2-114- SLEEVE AS SHONV ON KERN COUNTY DEVELOPMENT STANDARD PLATE R -JJ LEGEND.• UIT-MATIMUN (E) EXIS77NO TYR TYPICAL f D, FOUND CL CENTERLINE CM CONCRETE MONUMENT ELEV. ELEVA 77ON BK. BOOK PG. PAGE C.O.K. COUNTY OF KERN C.O.B. CITY OF BAKERSRELD CONC CONCRETE A. C, ASPHALT PAVEMENT FG RNISH GRADE EP EDGE OF PA VEMEN T Tc TOP OF CURB FL fZOKINE FF FINISHED FLOOR fp FINISHED PAD 7P TOP OF PAVEMENT GO GRADE BREAK SO - EXIS77NG STORM DRAIN LINE FO - EAIS77NG FIBER OP77C LINE w__ W_ EXISTING WATER LINE _ss _SS EXIS77NG SEWER LINE _G_G EXIS77NG GAS UNE x EXIS77NG fENCELINE WE...................................... EXIS77NG EZEC7RIC LINE OHE -- EXIS77NG OVERHEAD ELEC7RIC M ...... EXIS77NG PROPERTY UNE wv m EXIS77NG RIGHT -OF- WAY 0 EXISTING CURB & CUTTER 0 NEW S7RIPING- SEE PLAN FOR CA CAL TRANS DETAIL ".5 SAWaIT 0 SMEWAIK (E) GRASS 92, 25 40-2,02 x I'D lo ou Yi M X > :s 'cr + x .ilk Q C.A 401.64 A 'co iz 0_1 l, �c� C:!3 �- I w ) Ar V x 40 4,010 46 1 --------- 0 Rlw —`mac x - ----- 11 — -- — -- . . . . . . ....... . ...... . ............. .... ..... ... ........... . .............. . .... P-! Ah"'. - • . i., - t E_==_==_�_ tom/cowf%ri'l, w1unmy ...... ... . ... . ....... ......... . ... ........... E) slaw, 'NE H Y VT REMOVE (L) CONC (E) PRAJ - x ,9ARAIAIC +,A, A"It, ..................................... . ..... .. AT JOINT 7 J ........ ........ (t) 51�2,1-WkKCo . . . ........... . ..... .. . . . .......... . ...... A �,q . ..... Z� + cuo & of "zp -\- REMOVE (E) MEDIAN, PATCH WITH A C. ......... . . ... ..... ...... .............. .......... . . . ......... ............ ........ . .. . .... . .. ... .... .... f 'Vo P/p x k PAVEMENT PER CO. 8 STANDARD ST -11 %�Ckik A.C. P� WMEN T . . .... pfe..C48 SWARD P,�_E_T L)6HT, E) S T . . . . . ............. ..... . ................ ,& EXIS77NG FIRE HYDRANT c -O-> EMSnNG POWER POLE 5-0 EXISTING STREET LIGHT 0 FOUND MONUMENT EXIS77NG TRAFFIC SIGN EXIS77NG SEWER MY 0 SEWER AW PER CITY RECORD U, L11 (NOT FOUND) EXIS77NG CLEANOUT TO GRADE wv m EXIS77NO WATER VALVE 0 EXIS77NG STORM DRAIN MY 0 EXISTING IFLECOW MY CA CAL 7RANS TYPE IV ARROW ".5 LEFT OR RIGHT AS APPUCA&E ZW4 NEW TRAFFIC SIGNS Rrf 'R5-1' - DO NOT ENTER *R6 -1R* - ONE WAY, RIGHT zz, *R9-3* - NO PEDESTRIAN CROSSING SYMBOL Vl(CA)* - BIKE LANE R818(CA)' - END (E) A. C. PAVEMENT TO BE REMOVED (E) CONCRETE TO BE REMOVED ('r) cuw & ,qp 45� 8 . ..... 0 . ... ... ... (E) FOUND BRASS CAP i t6 ONUM NT ..... . ..... .... . ....... %fffil— 400.-,931 tl . . ........ . . . ......... . ca .... ........ . . ........ . . ......... . ............. H seer z 30' 30 15 0 30 60 1 OEM w1afflamm W1111111111AI �.MWIA/ I BENCHMARK LOCAL BENCH MARK, SCRIBED X- 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 14TH STREET PER AMP OF THE CITY OF WERSFIELD, FILED IN MAP BOOK I AT PAGES 13-14, WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON ADDRESS 1241 G STREET BAKERSFIELD, CA APN PORTIONS OF 00405103 00405201, 0040.5301, 0040006, 00640101, 00641101, 00641105, 00641106, 0060114, 006531 13 UTILITY NOTE NOT ALL UTILITIES WERE LOCATED BY THIS SURVEY AND SWANSON ENGINEERING, INC ASSUMES NO RESPONSIBILITY FOR UNDERGROUND UTILITIES OR FACILITIES NOT SHOWN OR FOR INFORMATION OBTAINED FROM OUTSIDE SOURCES J —)700 ti C), . . ......... . . .. . .. ...... . . ....... FSI U, L11 91 oil OD co A_ C0 'ty, -A 0 CA _j ".5 4 ZW4 Cp 7`� 01 0 zz, 0 LQ LLj Ucl) cic r r7l c F-- _j 1Er W4 I �lc co CIZ cc W Q) ad m (N W4 o H seer z 30' 30 15 0 30 60 1 OEM w1afflamm W1111111111AI �.MWIA/ I BENCHMARK LOCAL BENCH MARK, SCRIBED X- 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 14TH STREET PER AMP OF THE CITY OF WERSFIELD, FILED IN MAP BOOK I AT PAGES 13-14, WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON ADDRESS 1241 G STREET BAKERSFIELD, CA APN PORTIONS OF 00405103 00405201, 0040.5301, 0040006, 00640101, 00641101, 00641105, 00641106, 0060114, 006531 13 UTILITY NOTE NOT ALL UTILITIES WERE LOCATED BY THIS SURVEY AND SWANSON ENGINEERING, INC ASSUMES NO RESPONSIBILITY FOR UNDERGROUND UTILITIES OR FACILITIES NOT SHOWN OR FOR INFORMATION OBTAINED FROM OUTSIDE SOURCES J —)700 5.: ti Q rli FSI U, L11 oz Q) 0 CA _j 4 ZW4 0 Ql) 0 LQ LLj Ucl) r r7l 5.: Q rli U, L11 Q) _j C) 0 Ql) 0 LQ LLj Ucl) r c _j 1Er W4 (j) co cc W Q) m (N W4 o O o O ti cn _C) Q rli U, L11 Q) _j C) 0 Ql) 0 Ucl) r c _j 1Er W4 (j) co cc W m 44 W4 o I' - SkDEWAtll . .......... . . ...... . .... . . . ........ . .... . (Fi L GR4SS u - ...... . ...... ......... . - my HARVEY AUDITORXIM ABBRE WA ZZONS,• c<:P (E) EXISTING EXISTING S7REET LIGHT TYR. TYPICAL F9. FOUND EVS77NG SEWER MY CL CENTERLINE CM ....... . ... ..... ....... EAIS77NG CLEANOUT TO GRADE ELEV. ELEVATION 0 c', .. . ........ EXIS77NG 7ELECOM MH O PAGE gz I' - SkDEWAtll . .......... . . ...... . .... . . . ........ . .... . (Fi L GR4SS u - ...... . ...... ......... . - my HARVEY AUDITORXIM No X/XG (C) 6' C&C 1100 (D 13.80 ABBRE WA ZZONS,• c<:P (E) EXISTING EXISTING S7REET LIGHT TYR. TYPICAL F9. FOUND EVS77NG SEWER MY CL CENTERLINE CM CONCRETE MONUMENT EAIS77NG CLEANOUT TO GRADE ELEV. ELEVATION 0 c', BOOK EXIS77NG 7ELECOM MH O PAGE gz C.O.K. COUNTY OF KERN NEW 7RAFRC SIGNS C.O.B. CITY or BwRsnaD c"I ccvvc r IR9-3' - NO PEDESTRIAN CROSSING SYMBOL A. C. ASPHALT PAWMENT FG FINISH GRADE EP EDGE OF PAVEMENT cl- Tc TOP Of CURB cr W Q Q FLORINE cf) FF FINISHED FLOOR 0-4 fp icY AN;5-� cc It- 1p Q t� C PA TCH ;tv, (E) 9GIV,­ A� sm r1RE HvDP4 NT GRADE BREAK SD SO — XN6 ZONE L 0,4 D NO F /,A/(; 'AR,'(ING )5197WALK, — -- — -- — No X/XG (C) 6' C&C 1100 (D 13.80 CONSTRUCTION NOTES (D INSTALL TYPE W" CURB PER CITY OF BAKiRSR&D DEVELOPMENT STANDARDS ST -2. SA WOU T A. C. 1' MINIMUM OR AS DIREC 70 BY THE CITY ENGINEER. O INSTALL CAL TRANS TYPE IV LEFT ARROW CONSTRUCT ASPHALT HARD SURFACE TREATMENT IN MEDIAN PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS L-12. O ADJUST MONUMENT LAMPHOLE TO NEW GRADE, PROTECT IN PLACE INSTALL 7RAfFC 516WS PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS T-15. INSTALL TYPE O(CA) MARKER PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS r-15. TRAFFIC SIGN TO BE REMOVED 90 WHERE CURBS ARE VERY CLOSE TOGETHER, INSTALL CONCRETE BETWEEN THE CURBS IN LIEU OF ASPHALT HARD SURFACE TREATMENT 10 INSTALL TRAFFIC SIGN R5-1 11 INSTALL TRAFFIC SIGN R6 -1(R) 12 PER CASE 'C" CAL TRANS SAD. A88A 10 INSTALL DOUBLE SIDED TRAFFIC SIGN R9-3 14 INSTALL TRAFFIC SIGN R81(CA) AND R818(CA) NOTE. - ALL SIGNS SHALL BE INSTALLED ON 2' - 14 GAUGE SOUARE POST WITH �/6' PRE -PUNCHED HOLES ON I' CENTERS. GALVANIZED WITH 2-1/4" SLEEVE AS SHOW ON KERN COUNTY DEVELOPMENT STANDARD PLATE LEGEND: ABBRE WA ZZONS,• c<:P (E) EXISTING EXISTING S7REET LIGHT TYR. TYPICAL F9. FOUND EVS77NG SEWER MY CL CENTERLINE CM CONCRETE MONUMENT EAIS77NG CLEANOUT TO GRADE ELEV. ELEVATION 0 c', BOOK EXIS77NG 7ELECOM MH O PAGE gz C.O.K. COUNTY OF KERN NEW 7RAFRC SIGNS C.O.B. CITY or BwRsnaD c"I ccvvc r IR9-3' - NO PEDESTRIAN CROSSING SYMBOL A. C. ASPHALT PAWMENT FG FINISH GRADE EP EDGE OF PAVEMENT cl- CONSTRUCTION NOTES (D INSTALL TYPE W" CURB PER CITY OF BAKiRSR&D DEVELOPMENT STANDARDS ST -2. SA WOU T A. C. 1' MINIMUM OR AS DIREC 70 BY THE CITY ENGINEER. O INSTALL CAL TRANS TYPE IV LEFT ARROW CONSTRUCT ASPHALT HARD SURFACE TREATMENT IN MEDIAN PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS L-12. O ADJUST MONUMENT LAMPHOLE TO NEW GRADE, PROTECT IN PLACE INSTALL 7RAfFC 516WS PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS T-15. INSTALL TYPE O(CA) MARKER PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS r-15. TRAFFIC SIGN TO BE REMOVED 90 WHERE CURBS ARE VERY CLOSE TOGETHER, INSTALL CONCRETE BETWEEN THE CURBS IN LIEU OF ASPHALT HARD SURFACE TREATMENT 10 INSTALL TRAFFIC SIGN R5-1 11 INSTALL TRAFFIC SIGN R6 -1(R) 12 PER CASE 'C" CAL TRANS SAD. A88A 10 INSTALL DOUBLE SIDED TRAFFIC SIGN R9-3 14 INSTALL TRAFFIC SIGN R81(CA) AND R818(CA) NOTE. - ALL SIGNS SHALL BE INSTALLED ON 2' - 14 GAUGE SOUARE POST WITH �/6' PRE -PUNCHED HOLES ON I' CENTERS. GALVANIZED WITH 2-1/4" SLEEVE AS SHOW ON KERN COUNTY DEVELOPMENT STANDARD PLATE LEGEND: 4, ABBRE WA ZZONS,• c<:P (E) EXISTING EXISTING S7REET LIGHT TYR. TYPICAL F9. FOUND EVS77NG SEWER MY CL CENTERLINE CM CONCRETE MONUMENT EAIS77NG CLEANOUT TO GRADE ELEV. ELEVATION 0 SK BOOK EXIS77NG 7ELECOM MH PG. PAGE C.O.K. COUNTY OF KERN NEW 7RAFRC SIGNS C.O.B. CITY or BwRsnaD c"I ccvvc CONCRETE IR9-3' - NO PEDESTRIAN CROSSING SYMBOL A. C. ASPHALT PAWMENT FG FINISH GRADE EP EDGE OF PAVEMENT cl- Tc TOP Of CURB cr W Q FL FLORINE cf) FF FINISHED FLOOR 0-4 fp FINISHED PAD cc It- 1p TOP OF PAVEMENT G6 GRADE BREAK SD SO — EXIS77NO STORM DRAIN LINE —FO —F0 — EAIS77NG FIBER OP77C LINE ............ . . .... w............._.....__.-. w-1 .......... EXIS77NG WATER UNE _ss —ss — EXIS77NG SEWER LINE —G—G— c J4) EXIS77NO GAS LINE x — x EVS77NG FENCELINE UGE EA7577NG ELECTRIC LINE OHE EXIS77AIG OVERHEAD ELE07PIC LINE ...... ENS77AIG PROPERTY LINE Q) m EXIS77NG RIGHT-OF-WAY .... ....... ......................... I ......................... ............. . . . . . EXIS77NG CURB & GUTTER rS, NEW S,IRIPING- SEE PLAN FOR 12 ,z) CAL TRANS DETAIL SA WOU r 4, EXISTING FIRE HYDRANT c<:P EXISTING POWER POLE P-0 EXISTING S7REET LIGHT '(0 FOUND MONUMENT EXIS17NG TRAFFIC SIGN O EVS77NG SEWER MY 0 SEWER MY PER CITY RECORD (NOT FOUND) -0- EAIS77NG CLEANOUT TO GRADE wV m EXIS77NG WATER VALVE 0 EXISTING STORM DRAIN MH EXIS77NG 7ELECOM MH Q) CAL 7RANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE NEW 7RAFRC SIGNS R 'R5-1' - DO NOT ENTER c"I 'R6 -1R' - ONE WAY, RIGHT IR9-3' - NO PEDESTRIAN CROSSING SYMBOL 'R81(CA)* - BIKE LANE R818(CA)' - END (Eli, 6" cm-, x (E) NO, P480v'C' SICK-- ` Sf4rtR CIO & - — -- — -- — -- — -- — -- — -- — - at O. H STREET SCALE:30' 30 15 0 3,0 60 PEDESTRIAN WALKWAY EASEMENT PER DXJ 000215157097 -�5 z 3 V ... . .............................. --- - - ----- -- ­- — - - — -------- ---------- - ------ - ff'l) 00MCRE.,"t PAL' V, Y . . ........ ..... . .. . . .... ...... . .. .......... . .......... .. . ........ 40 . .. ....... . . .......... 12 .................................................... ..... .... . . . .............. . . . ..... . . . ..... . . . . ............. ...... .... 2 ' I WIDE YEZLO W"Q= . .. . .......... ... .. ..... CROSSWALK STRIPING 2 ---- . . . . ........... - ------- .......... . .. .... ....... ... ...... ......... ..... ......... ... .. ... ... ......... . .... .............. . .... . ... . ............ 71r? — Itoo (E) FOUND BRASS CAP MONUMENT, 21.02 0 Eft--400.93=ii ......... .. ... . ........ . . .. . .......... ... .. ...... ..... .. . .... ......... . .... .......... ... . ..... . . ......... ­­ . . . . . ........... ... ........ .............. . . . . .... ..... ..................... .. . ............................. ......................... . ... ...... ................ . . QJ BENCHMARK LOCAL BENCH WK, SCRIBED 'X' ON CONCRETE CURB, LOCATED ON THE EAST SIDE OF TRIANGULAR MEDIAN ISLAND AT THE INTERSECTION OF 14TH STREET AND H STREET, WEST OF STREET. ELEVATION = 400.41' BASIS OF BEARINGS THE BEARING OF N901001001E SHOWN FOR THE CENTERLINE OF 14TH STREET PER MAP OF THE CITY OF BAKERSFIELD, FLED IN MAP BOOK I AT PAGES I3-14, WAS USED AS THE BASIS OF BEARINGS SHOWN HERE -ON ADDRESS 1241 G STREET MKERSREW, 04 APN PORTIONS OF 0040510J, 00405201, 00405301, 0040006, 00640101, 00641101, 00641105, 00641106, 00653114, 00653113 UTILITY NOTE NOT ALL UTILITIES WERE LOCATED BY THIS SURVEY AND SWANSON ENGINEERING, INC ASSUMES NO RESPONSIBILITY FOR UNDERGROUND UTILITIES OR FACILITIES NOT SHOWN OR FOR INFORMATION OBTAINED FROM OUTSIDE SOURCES. J-1700 ti o O ig z cW 1� NJ, C) z H STREET SCALE:30' 30 15 0 3,0 60 PEDESTRIAN WALKWAY EASEMENT PER DXJ 000215157097 -�5 z 3 V ... . .............................. --- - - ----- -- ­- — - - — -------- ---------- - ------ - ff'l) 00MCRE.,"t PAL' V, Y . . ........ ..... . .. . . .... ...... . .. .......... . .......... .. . ........ 40 . .. ....... . . .......... 12 .................................................... ..... .... . . . .............. . . . ..... . . . ..... . . . . ............. ...... .... 2 ' I WIDE YEZLO W"Q= . .. . .......... ... .. ..... CROSSWALK STRIPING 2 ---- . . . . ........... - ------- .......... . .. .... ....... ... ...... ......... ..... ......... ... .. ... ... ......... . .... .............. . .... . ... . ............ 71r? — Itoo (E) FOUND BRASS CAP MONUMENT, 21.02 0 Eft--400.93=ii ......... .. ... . ........ . . .. . .......... ... .. ...... ..... .. . .... ......... . .... .......... ... . ..... . . ......... ­­ . . . . . ........... ... ........ .............. . . . . .... ..... ..................... .. . ............................. ......................... . ... ...... ................ . . QJ BENCHMARK LOCAL BENCH WK, SCRIBED 'X' ON CONCRETE CURB, LOCATED ON THE EAST SIDE OF TRIANGULAR MEDIAN ISLAND AT THE INTERSECTION OF 14TH STREET AND H STREET, WEST OF STREET. ELEVATION = 400.41' BASIS OF BEARINGS THE BEARING OF N901001001E SHOWN FOR THE CENTERLINE OF 14TH STREET PER MAP OF THE CITY OF BAKERSFIELD, FLED IN MAP BOOK I AT PAGES I3-14, WAS USED AS THE BASIS OF BEARINGS SHOWN HERE -ON ADDRESS 1241 G STREET MKERSREW, 04 APN PORTIONS OF 0040510J, 00405201, 00405301, 0040006, 00640101, 00641101, 00641105, 00641106, 00653114, 00653113 UTILITY NOTE NOT ALL UTILITIES WERE LOCATED BY THIS SURVEY AND SWANSON ENGINEERING, INC ASSUMES NO RESPONSIBILITY FOR UNDERGROUND UTILITIES OR FACILITIES NOT SHOWN OR FOR INFORMATION OBTAINED FROM OUTSIDE SOURCES. J-1700 ti o z cW 1� NJ, C) z Q) c"I In Z2 0 cl- LQ cr W Q z cf) 0 0-4 cW 1� z Q) 0 cr W Q z cf) 0 0-4 cc It- a -j Lu 0.4 g4 cj) C—L Q I ri) cc W EL L. -j - Lu c J4) (o Q) Q) m rS, 12 ,z) o 0 CO Qi O c, cW 1� z Q) 0 z cf) 0 0-4 cc It- a -j Lu 0.4 g4 cj) C—L Q I ri) cc W EL Lu c J4) 10= W Q) m 12 ,z) o �zy t'i SII Pi>'f.r`) (E) GRASS v Q R m >p%,YG \ _._fi) XCA r i r .r / £) IRON FENCE / (El SIGAIAL BOX ON...CON'- FTG...- (E)..il?OAr_R LLIEIC_t V SIGNAL BOX :,. T._::::: (E) FOUND Cos CM 10-22-93 - ELEV. = 401.49' i CONSTRUCTION NOTES (1 INSTALL TYPE Y' CURB PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS ST -2. 2O SAWCUT A. C. I' MINIMUM OR AS DIRECTED BY THE CITY ENGINEER 0 INSTALL CAL TRANS TYPE IV LEFT ARROW. ® CONSTRUCT ASPHALT HARD SURFACE TREATMENT IN MEDIAN PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS L-12. 50 ADJUST MONUMENT LAMPHOLE TO NEW GRADE, PROTECT IN PLACE INSTALL TRAFFIC SIGNS PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS T-15. Q7 INSTALL TYPE O(CA) MARKER PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS T-15. i ® TRAFFIC SIGN TO BE REMOVED i' Q9 WHERE CURBS ARE VERY CLOSE TOGETHER, INSTALL CONCRETE BETWEEN THE CURBS IN LIEU OF ASPHALT HARD SURFACE TREATMENT 10 INSTALL TRAFFIC SIGN R5-1 J 1 INSTALL TRAFFIC SIGN R6 -1(R) i 12 PER CASE C' CAL TRANS STD. A88A Q INSTALL DOUBLE SIDED TRAFFIC SIGN R9-3 ® INSTALL TRAFFIC SIGN R81(CA) AND R818(CA) j NOTE.- ' ALL SIGNS SHALL BE INSTALLED ON 2' - 14 GAUGE SQUARE POST WITH �Ii6' PRE -PUNCHED HOLES ON 1" CEN7FRSS, GALVANIZED WITH 2-1/4" SLEEVE AS SHOWN ON KERN COUNTY DEVELOPMENT STANDARD PLA 7F R-33. N, NO XING HARWEY AUDI TOT 01V Y/ I ;tGI(._.. 1 r l (E) SIGN, 1 / 1. A ,PJ )t1t ' Irr rJ L .� ZONE .1� G (E) 6' C&G LEGEND: ru cO-' I----------------^----T1 EXISTING EXIS77NG STREET LIGHT TYR TYPICAL -0- FD, t EXISTING SEWER MH 1 I CENTERLINE v, CM CONCRETE MONUMENT l I ELEV r l 1 I Q BK. BOOK EXISTING TELECOM MH PG. PAGE I l C.O.K. COUNTY OF KERN NEW TRAFFIC SIGNS C.O.B. I Qz 1 1 CONCRETE 'R9-3' - NO PEDESTRIAN CROSSING SYMBOL A. C. ASPHALT PAVEMENT Q N EP EDGE OF PAVEMENT TC TOP OF CURB Luj FL FLOWUNE �i FF Nv FP FINISHED PAD 7P W � W GRADE BREAK -- Sc - 5D ------ EXIS778G STORM DRAIN UNE v FO — EXIS77NG FIBER OP17C UNE ---- w w--'-- m m ss ..".." LEGEND: ,1 ABBREWA770NS- cO-' (E) EXISTING EXIS77NG STREET LIGHT TYR TYPICAL -0- FD, FOUND EXISTING SEWER MH CL CENTERLINE CM CONCRETE MONUMENT EVS77NG CLEANOUT TO GRADE ELEV ELEVATION Q BK. BOOK EXISTING TELECOM MH PG. PAGE C.O.K. COUNTY OF KERN NEW TRAFFIC SIGNS C.O.B. CITY OF BAKERSFIELD CONC CONCRETE 'R9-3' - NO PEDESTRIAN CROSSING SYMBOL A. C. ASPHALT PAVEMENT FG FINISH GRADE EP EDGE OF PAVEMENT TC TOP OF CURB Luj FL FLOWUNE FF FINISHED FLOOR FP FINISHED PAD 7P TOP OF PAVEMENT GB GRADE BREAK -- Sc - 5D ------ EXIS778G STORM DRAIN UNE v FO — EXIS77NG FIBER OP17C UNE ---- w w--'-- EXIS77NG WATER UNE .......... s ..."......................... ss ..".." EXIS77NG SEWER UNE G G EXIS71NG GAS UNE x x -- - EXIS77NO FENCELINE ... _........ _.... _....... _.".... UGC .............. EXIS77NG ELECTRIC UNE ___...___....__."...". QH ..._................ EXIS77NG OVERHEAD ELECTRIC UNE _..-. -••--- - _ EXIS77NG PROPERTY UNE ---------- EXISTING RIGHT-OF-WAY ....... ...... ..........._.._...__... _....... _................. _.._..................... EXISTING CURB & GUTTER O NEW STRIPING- SEE PLAN FOR _ CAL7RANS DETAIL - — — — - SAWCUT ,1 EXISTING FIRE HYDRANT cO-' , EXIS77NG POWER POLE O—O EXIS77NG STREET LIGHT QO FOUND MONUMENT -0- EXIS77NG TRAFFIC SIGN OO EXISTING SEWER MH SEWER MH PER CITY RECORD (NOT FOUND) O EVS77NG CLEANOUT TO GRADE wv m EXIS77NG WATER VALVE Q EXIS77NG STORM DRAIN MH ® EXISTING TELECOM MH CALTRANS TIDE IV ARROW LEFT OR RIGHT AS APPLICABLE �. NEW TRAFFIC SIGNS RI ,T R5-1' - DO NOT EN7FR 'R6 -1R' - ONE WAY, RIGHT 'R9-3' - NO PEDESTRIAN CROSSING SYMBOL 'R81(C4)' - BIKE LANE 'R818(CA)' - END (E) sf�rFwiK {t.:) G -PASS L ou x l I i t i U 1 1 'Z Q ') z I 07 A- 4cc - - - - - - - �l _-- --J __...._._...__.._._..._......__.._..—. ._....._...... 3 .._..._._._.._.- FJ fiAN1Lk. r 60 „ 4,"6 ;,_.f. Y�Az...Ys.A, ,:.. . •I It (�% FLRE H Z�9,,48t-PA (YT (r) SIDEWALK (f..) 6' C&G (E) NO PARKLNG' SIGN—• ----1 � �_ ('E) SIGNAL BOX _ ._...-.._...._. (E) S??EET L, -HT; ---1_.__._._ .............. _.._ _........ (E SEfO 'c -.___—v' o '"i��"l? C - „___�i _.. �....__ •_-......... ......__�...._........____..... _......___._.__._.... REMOVE�EJ CROSSWALK T " - v STRIPING, TYP. Fl H STREET 1 15 1 30 .I r/////%%//%%l/MIA 11 O V / ru I - O a '- _--_ o-- Vi ! BENCHMARK LOCAL BENCH MARK, SCRI8ED X' 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 N90'00'00'E SHOWN FOR THE CENTERLINE OF 14TH STREET PER MAP OF THE CITY OF BAKERSFIELD, FILED IN 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 RESPONSIBILITY FOR UNDERGROUND UTILITIES OR FACIL177ES NOT SHOWN OR FOR INFORMATION OBTAINED FROM OUTSIDE SOURCES 5p; y ✓ JJ�� m CL D Luj W O ti 4 rzO Q o U O O � O Z Q o 0