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Home My WebLink About6.1-1700 RevisionsI VE r BAKERSFIELD HIGH SCHOOL BAKERSFIELD CALIFORNIA CONSTRUCTION NOTES O1 INSTALL TYPE ';V" CURB PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS ST -2. 2J SAWCUT A. C. 1' MINIMUM OR AS DIRECTED BY THE CITY ENGINEER. 3� INSTALL CAL TRANS TYPE IV LEFT ARROW. ® CONSTRUCT ASPHAL T HARD SURFACE TREATMENT IN MEDIAN PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS L-12. 0 ADJUST MONUMENT LAMPHOLE TO NEW GRADE, PROTECT 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 ® TRAFFIC SIGN TO BE REMOVED �9 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 STD. A 88 0 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 SQUARE POST WITH 7/6" PRE -PUNCHED HOLES ON 1 " CENTERS. GAL VANIZED WITH 2-1/4" SLEEVE AS SHOWN ON KERN COUNTY DEVELOPMENT STANDARD PLA TE R-3.3. MATERIALS LIST I IN PURPOSES TI TIES, N BIDDING ESTIMATED DUAN 0 T TO BE USED FOR B STREETS 6" MEDIAN CURB 1,200 LF A. C. PA WNG 101 TONS CLASS -ll A.B. 65 CY STRIPING TYR LANE LINES CAL TRANS DETAIL 9 1,250 LF LEFT TURN ARROWS CAL TRANS TYPE IV LEFT ARROW 2 EA. CROSSWALK LINES 130 LF LEFT 7URN LANE LINE CAL TRANS DETAIL 38 125 LF 7RAFFIC SIGNS O—O CAL TRANS TYPE 'R5-1 1 EA. CAL TRANS TYPE "R6 -IR" 1 EA. CAL TRANS TYPE 1?9-3" 2 EA. CAL TRANS TYPE "R81 CA " 1 EA. CAL TRANS TYPE "R810CA " 1 EA. TRUNCA TED DOMES 45 SF CORNER RAMPS 1 EA. CURB & GUTTER 55 LF SIDEWALK 400 SF BOMAN/7E STAMPED CONCRETE MEDIAN SURFACE 2,700 SF SAWCUT 1,400 SF SURVEY MONUMENT 1 EA. SURVEY MONUMENT ENCASEMENTS 1 EA. LEGEND: ABBRE14A TIONS - E � (E) EXISTING EXISTING FIRE HYDRANT TYR TYPICAL EXIS77NG POWER POLE F0. FOUND 1E 8K. BOOK O—O EXIS77NG STREET LIGHT CL CENTERLINE CM CONCRETE MONUMENT (O FOUND MONUMENT ELEV. ELEVATION EXIS77NG TRAFF/C SIGN PG. PAGE C.O.K. COUNTY OF KERN O EXISTING SEWER MH C.0.8. CITY OF BAKERSFIELD 0 SEWER MH PER CITY RECORD CONC CONCRETE (NOT FOUND) A.C. ASPHAL T PA VEMENT EXISTING CLEANOUT TO GRADE FG FINISH GRADE EP EDGE OF PAVEMENT xwv EXISTING WA TER VAL VE TC TOP OF CURB FL FLOWLINE 0 EXISTING STORM DRAIN MH FF FINISHED FLOOR FP FINISHED PAS 0 EXIS77NG TFLECOM MH 7P TOP OF PA VEMENT GB GRADE BREAK'h CAL TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE — - - —; - EXISTING STORM DRAIN LINE N '3 EXISTING FIBER OPTIC LINE -s- NEW TRAFFIC SIGNS EXIS77NG WATER LINE R# "R5-1" - DO NOT ENTER "R6 -1R" - ONE WAY, RIGHT EXIS77NG SEWER LINE *`II - NO PEDESTRIAN CROSSING SYMBOL W r EXIS77NG GAS LINE "R81(CA)" - BIKE LANE EXISTING FENCELINE "018(CA)" - END 'GF................... if;. ................... E;; ............ EXISTING ELECTRIC LINE- DESIGN ELEV, GRADES 4 0 ORF - ORE _-_ Wr EXISTING OVERHEAD ELECTRIC LINE _.._.._.._........ ...... ...... _ EXISTING PROPERTY LINE rzQ) cra ----------------- EXISTING RIGHT-OF-WAY %V ""---- EXISTING CURB & GUT7FR o o NEW S77?IPING- SEE PLAN FOR CAL 7RANS DETAIL ------------ SAWCUT BOMAN17F STAMPED CONCRETE 0.40' AC/ 0.50' CL 11 AGG BASE/1.6' NA 17VE COMPAC7F0 TO 959' (PER PLANS FOR THE W STREET UNDERPASS, THE ATCHISON, TOPEKA AND SANTA FE RAIL WA Y COMPANY P. U. C. NO. 2-887.5 DA IED MA Y 1988 AND DESIGNED BY DELEUW, CATTIER AND COMPANY) s � r PROJECT SITE APPROVED BY: ENGINEER'S STATEMENT.- NOTES: TATEMENT: VICINITY MAP THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPL Y 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 CAL CULA77ONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED r P, 9140114"L.1,11 It - Is UIC-4410— BOB SWANSON RCE 43032 (EXP 3-31-16) NICOLAS FIDLER, PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 EXP. 12/31/16 DATE REVIEWED BY: ASST. PUBLIC WORKS DIRECTOR DATE 111146 REVIEWED BY: TRAFFIC ENGINEER DATE SHEET No. 1 ST01 - TITLE SHEET ST02 - TYPICAL DETAILS -GENERAL NOTES JSTOJ - H STREET - STREET PLAN c1� T04 - H STREET - MEDIAN DEMOLITION PLAN Q ST05 - H STREET - STRIPING PLAN ST06 - H STREET - STRIPING DEMOLITION PLAN BENCHMARK TOP OF MONUMENT AT THE SOUTHWEST CORNER OF THE INTFRSECTION OF 14TH AND H' STREETS AT THE BAKERSRELD HIGH SCHOOL AUDITORIUM, SET VERTICALLY IN THE NORTH WALL, 2.0 FEET WEST OF THE NORTHEAST CORNER, AND ZO FEET ABOVE THE GROUND. ELEVATION = 403.66' (NAVD 88) BASIS OF BEARINGS THE BEARING OF N901001001E 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 8EAR/NGS SHOWN HEREON. ADDRESS 1241 G STREET MAKERSFIELD, CA APN POR17ONS OF 00405103, 00405201, 00405301, 00405306, 00640101, 00641101, 00641105, 00641106, 00653114, 00653113 LMLITY 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. ss .__ ,;s s, - r tcw-, -8 S-3, _ € BEFORE EXCA VA TING -. ... .. y�....._»....-..... � Yf,:,fit •- i°i-^---•-.•.+ .. CALL USA UNDERGROUND SERVICE ALERT 800-227-2600 jj ....y".,.. _ .... .. 48—HOURS BEFORE ALL _._........................1'� ........ .....................:' ;....' ' ......................................... PLANNED WORK OPERA 170NS ............ r . f i J' t....:...l ........ ....W ................ C3 k E: il GE t ( r f 3 , ............. L t E ,• : d iiia /ii .-' E i E v Lir E S E 3� u: i E � f ; � ^•h, �..,,� ern � k 5 X .. ............................................................................................................................. �,- ,¢ ............{ i ✓,P" (i .( ]la =a ep mail f ..MMS.,..,. ��r y_-...........»., h.......-........... ry. _..........€.................. �,: ................... b5' Yd 'X 'tE' by � � Iva'..... ...._ +j(................... yf ......,............ y+ t ;y,.,,,,.._............ ___'v ___'v.......- .0 3 t -N- KEY MAP SCALE: 1'=200' NOTES: H 7R TIN THE Cl N 7R TION /NSP T70N 1. PRIOR TO THE START OF ANY PHASE F CON Q S UC 0 , E C COS UC EC DEPARTMENT SHALL 8E GIVEN 24 HOURS NOTICE. TELEPHONE NO. 326-3049 2. ALL MA 7FRlALS SUPPLIED FOR REQUIRE A CER77RCA7F OF COMPLANCE PP 0R THIS PROJECT EC N L L STA77NG THAT THE REQUIREMENTS AND STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. Ae 1 1 25 i 50 100 I wzm 11111111111111111111111111A c V c� L 7t iia SID38 � E � � € .. € TmTrr.11Tl 1E NOTES: H 7R TIN THE Cl N 7R TION /NSP T70N 1. PRIOR TO THE START OF ANY PHASE F CON Q S UC 0 , E C COS UC EC DEPARTMENT SHALL 8E GIVEN 24 HOURS NOTICE. TELEPHONE NO. 326-3049 2. ALL MA 7FRlALS SUPPLIED FOR REQUIRE A CER77RCA7F OF COMPLANCE PP 0R THIS PROJECT EC N L L STA77NG THAT THE REQUIREMENTS AND STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. Ae 1 1 25 i 50 100 I wzm 11111111111111111111111111A c V c� L 7t iia SID38 � 6.1-1700 m 0 W z' c� w N 4 0 rzQ) cra o o Z F.W.. p � O 6.1-1700 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 R T ISSUANCE REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR PRIOR 0 SSU CE 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 1N 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. 8. ALL CONCRETE TO BE CLASS B, 5 SACK, 2 1/2 TO 5 1/2 SLUMP PER CITY STANDARDS. CEMENT SHALL BE TYPE 11. 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. i 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 2AB 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" (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 TY OF BAKERSFIELD STANDARD PLA TES � 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS (CONTRACTOR TO OBTAIN LA TEST EDI TION THEREOF, 10-26-89, UNLESS OTHERWISE NOTED) CITY STD, NO. DESCRIPTION CITY STD. NO. DESCRIPTION ® ST -1 CURB AND GUTTER (TYPE "A *"*18" AND ❑ ST -17 WIDE CROSS -GUTTER ❑ ST -2 COMMERCIAL ORIVEWA Y ® ST -18 MEDIAN CURBS (TYPE "M" IM -1- AND "M-2") ® ST -3 SIDEWALK ❑ ST -20 PRI VA TE STREET GA TES ❑ ST -4 RESIDENCE DRI VEWA Y ❑ ST -21 REFUSE CONTAINER PAD ❑ ST -5 HOUSE NUMBER FOR CURBS ❑ ST -22 TRENCH BACKFILL AND COMPACTION REQUIREMENTS ® ST -6 PA VEMENT PA TCHES ® 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 -WA Y MEDIAN OPENING ❑ ST -9 STREET-SPECIFICA LIONS ❑ T-12 MINIMUM ACCESS DESIGN ® ST -10 STREET SECTIONS ❑ T-34 TRAFFIC SIGNAL INTERCONNECT -WIRING AND PULL BOXES ❑ ST -10A STREET SEC17ONS ❑ 0-10 SIDEWALK UNDERDRAIN ❑ ST -11 STREET CROSS SECTTONS ❑ D-11 DRAINAGE BASIN ❑ ST -12 ALLEY CROSS SECTION ❑ D-14 CATCH -BASIN, T)PE "A" ® ST -13 SURVEY MONUMENT ❑ 0-15 CATCH -BASIN, TYPE "A-1 " ❑ ST -14 STREETLIGHT, MAST ARM TYPE** ❑ SW -4 MANHOLE, TYPE 'A" WITH DROP CONNECTION ❑ ST -15 CUL-DE-SACS ® SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ❑ ST -16 STREET KNUCKLE **FIBERGLASS STREET LIGHTS NOT ALLOWED o L11 CAL TRANS STANDARD PLANS 1. THE FOLLOWING CAL TRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS (CONTRACTOR TO OBTAIN LA TEST EDI TION THEREOF) CAL TRANS STD. PLAN DESCRIPTION ® RSP A 88 CURB RAMP DETAILS APPROVED BY: ROBERT T. SWANSON DATE RCE 43032 (EXP 3-31-18) _;r APPROVED BY: MARIAN SHAW DATE R.C.E. NO. 32178 EXP. 12/31/16 R/W 41.25' 41.25' R/W -I ±9.45' ±31.80' ±31.90' 19.35' p jj q i 2 3.53 6.09 TYPE "M" MEDIAN CURB - ...�� 189' TYPE V' MEDIAN CURB v. ,. ........_.. ._..._............. __._........_........._.W...�...__........._..... _ _ _........_W_. �..__. ...... ' 0.85' EXISTING CURB &IGUTTER REMOVE (E) A. C, WITHIN SAWCUT AREA 0.40' A.C. EXISTINGPA VEMENT 0.50' CLASS !I ' AGGREGATF BASE i 1.6' NAT7VE COMPACTED I TO 959' PER CO.B. ST -11 STA 11+50 STREET SECTION. ST02 SCALE: 1 "=10' T. 1. = 8.5 R/W R/W 41.25' I 41.25' I 1-9.45' ±31.80' I -31.90' ±9.35' � I � _Z o 2' 4.91' 6.09' .,o TYPE "M" MEDIAN CURB �-- 27. TYPE "M" MEDIAN CURB c` I t µ EXISTING I CURB & GUTTER EXISTING PA VEMENT REMOVE (E) CURB, BOMAN17E AND A.0 WITHIN SAWCUT AREA 0.50' CLASS 11 AGGREGATF BASE J 0.40' A. C. 1.6' NATIVE COMPACTED TO 959' PER C.0.8. ST -11 STA 12+75 STREET SECTION SCALE: 1 "'=10' 7l. = 8.5 40.71' Z BOYAN17F STAMPED I 11. 1, o CONCRETF 0.85' �/ REMOVE (E) CURB, BOMANITE AND A.0 AFTHIN SAWCUT AREA AND REPLACE WITH COMPACTED BACKFILL y 1.6' NATIVE COMPACTED TO 95X PER CO.B. ST -11 42.29' 40.92' 0.40' A.C. 0.50' CLASS It AGGREGATE BASE an I M:O:* mai K" 11*1 11L I SCALE: 1 "-10' T./. = 8.5 BOMAN17F STAMPED c i CONCRETF 0.85' 0.50' CLASS II AGGREGA7F BASE REMOVE (E) CURB, BOMAN17F AND A.0 WITHIN SAWCUT AREA AND REPLACE WITH COMPACTED BACKFILL 42.60' 23' I U z Q 0.85' 0.40' A.C. 1.6' NATIVE COMPACTED TO 95X PER CO.B. 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I 1 q) CONSTRUCT A SPHA L T HARD SURFACE TREA TMEN T I i IN MEDIAN PER CITY OF BAKERSFIELD I ! DEVELOPMENT STANDARDS L-12. r i i Q ADJUST MONUMENT LAMPHOLE TO NEW GRADE, i i PROTECT IN PLACE I i I Q INSTALL TRAFFIC SIGNS PER CITY OF BAKERSFIELD i DEVELOPMENT STANDARDS T-15 I � - ; i (D INSTALL TYPE O(CA) MARKER PER CITY Of i i i BAKERSFIELD DEVELOPMENT STANDARDS T-15. I I i (�) TRAFFIC SIGN TO BE REMOVED i I (�) WHERE CURBS ARE VERY CLOSE TOGETHER, INSTALL CONCRETE BETWEEN THE CURBS i � /N LIEU OF A SPHA L T HARD SURFACE TREA TUEN T i i f i g INSTALL TRAFFIC SIGN R5-1 I I I 11 INSTALL TRAFFIC SIGN R6 -1(R) 1! g PER CASE "C" CAL TRANS STD. A88A I I I g INSTALL DOUBLE SIDED TRAFFIC SIGN R9-3 ! i I � �� INSTALL TRAFFIC SIGN R81(CA) AND R818(CA) I i i � I i � NO T E � i ALL SIGNS SHALL BE INSTALLED ON 2' - 14 GAUGE I SQUARE POST W171 7116" PRE -PUNCHED HOLES ON 1" CENTERS GA L VA NIZED WITH 2-114" SLEEVE AS SHOWN ON KERN COUNTY DEVELOPMENT STANDARD PLATE R_jj. I � tit h - -- I I -7 /,cy .... . ----" I I - !, ` ... L___> , I I f� : : --- F9. FOUND . QZ CENTERLINE cy I-- iE ,�� -, ,Z,, , �� 11 la� �2 " ( ',` Z2 Lei , I t4i I : 1 llw- I w (_Zzi '� c 1 ;!�) my 22 - :� I I . , P- Z i!� I .Q_ : . zj !a! FINISH GRADE %4 �_ V..: t-l� I-- �q ;� v_ c", Ivy I � * 74 4z:1 I ,�; Cd'll iz I,* "s') I I (o t75 ;� �N 1, d �_�* L , ZZ. - . ;!� �_- §,i V_ I ;!� t� (1r) � t'n �d � .!�j to Q, (o Wi LEGEND: A B6RE VIA 770NS- (E) EXIS77NG TYP. TYPICAL F9. FOUND . CL CENTERLINE cy CONCRETE MONUMENT ELEV. ELEVA TION BK. BOOK PG. PAGE C.O.K. COUNTY OF KERN C.0.8. CITY OF BAKERSFIELD CONC CONCRETE A. C. A SPHAL T PA VEMENT FG FINISH GRADE EP EDGE OF PA VEMEN T Tc TOP OF CURB FL FLOKINE FF FINISHED FLOOR FP FINISHED PAD 7P TOP OF PA VEMEN T 68 GRADE BREAK ... - SD ------- ----- SO ' TING STORM EXIS i ORM DRAIN LINE - FO - FO - EXIS77NG FIBER OP77C LINE ___ W --,-,- v; ----. EXIS77NG WA 7ER LINE .......1....111.... SS ....................I-.....- ss ... I... ..... 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SWANSON RCE 43032 (EXP 3-31-18) K , A= T vw W 70&M APPROVED BY: MARIAN SHAW R.C.E. NO. 32178 EXP. 12/31/16 I I I I " � I IVVIA, � , I l TOP OF NEW RAMP—-, i I : ,�� . I : ; i 10+8225 I I (E) STOP SIGN TO REMAIN, I Is-> ,(:?,-, I , z*;> i : . , : 1*1�?l ,& -;�, I I :. j i ; : ! \\� 402.12 EP z PROTECT IN PLACE : It:& ,,�, , : i ,;� <_ � - . .1 ... 11-- I -go, _,�� _, �� 1. ��.g ! .:�, . � i , �� SAWCUT I' OR AS : . . : . DIRECTED BY ENGINEER \------------- 402.14 EP I - : I N t �� t : . : : 402.15 EP 11+2725 0.09' RT. "I - : *1 - I It I I : . I : A 402.25 EP ADJUST (E) UTILITY BOXES TO BE FLUSH V111111-7 -i - 1-1 , / .",51. 1 -.1, . �� *1 11+5725 4.29' L T WTH NEW SURROUNDING GRADES \ . � I/ ... I .......... 402.33 EP �1. vi 4.91' LT I 0 f cl? 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I , , i ------------------ I __ ___ - - 10- . __ -------- I _____4.___________._l_________ I I .. . .1-1, 1 - 00 . I . // I , rt�) i I �'- I 1. ... 1 TOP OF NEW RA . -A. 400.50 71 . )1, � . - I � ) < o", i I - w . . . . . . . ..... i 1. '11, -, . . . I ... . . . . ..... - 11 .- i $��/7 - 75% . . ' ,I\ ....... t I -LIP 051, I I ___...� - . � . + I . .1 - . . 1_' I - � ,g,,, 6> 12/0. , *, � * �f �,,/lr' ��, : 11 I I I ,I : kt-) - I t-1 : . . . . � �i, f 1: - t '�' . I . ,.. ,��=�w - - - I . I 1. .. I . . . � . I I I ,3� , I . � . I � ..... I � . 6f' . I � I -, < 1� - ;� I..... � - . 1, . I . I 49 ; .. . I . I, .. . , , �' : � . I . . I I * , ,,,, I I ,c , ,.- ,,' . .... .x4u-jc)o .-/ ...... 1 __ ......... .�,?4 .. . .......................................... � ........... - ..., .......... .. .............. -w .... * .... * ....... I-) I ; 11 ; It, . . � . . � . . � : : I : I - - - - - - - - t------- - - - " 6�'13 ----- -, ,,,, I -6 ___ . . . ..................... � . . . . . . . . . . . . . . I . ll�l . . : : ! . : . . : ! : . . I I "ovull , I i : ; //`-_11\1 : 1 1 I I . : I ) : I PAVING REPAIR PER CO. 8 i (E) STREET LIGHT TO REMAIN, : ; 1\ . ,� C6 -�'_."i � 807TOM OF RAMP (FLUSH CURB) x STANDARD ST -11 I x i PROTECT IN PLACE 1 C� 'l -n " - - - x oo� I - 9 Q0 ,.,� - 1 ACCESSIBLE RAMP., H & 14TH STREET TO - SCALE 1 to - 109 A - - TAPER DATA NO O � STA TION OFFSET FROM q ELEVA TION 10+8225 5.09' RT 402. 11 EP 10+89.75 4.93' RT. 402.12 EP 10+9725 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+2725 0.09' RT. 402.21 EP 11+42.25 2.41' L T 402.25 EP 11+49.75 350, LT 402.29 EP 11+5725 4.29' L T 402.31 EP 11+64.75 4.75' L T 402.33 EP 11+72.25 I 4.91' LT I 402. J4 EP I I I TAPER DATA NO. <�> q STATION OFFSET FROM q ELEVA TION 10+8225 3.09' RT. 402.22 EP 10+89.75 2.9Y RT. 402.23 EP 10+9725 2.47' RT. . 402.24 EP 11+04.75 1.68' RT. 402.22 EP 11+12.25 0. 59' RT. 402.22 EP 11+2725 1.91 LT 402.22 EP 11+42.25 4.41' L T 402.18 EP 11+49.75 5.50' L T 402.15 EP 11+5725 6.29' L T 402.15 EP 11+64.75 6.75' L T 402.14 EP 11+72.25 I 6.91' L T 402.13 EP I I ��- _ �JL �Zj I �A . ; �11 , 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 N90'00'00 "E SHOWN FOR THE CENTERLINE OF 14TH STREET PER MAP OF THE CITY OF BAKERSFIELD, FILED IN MAP 800K I AT PAGES 13- 14, WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON ADDRESS 1241 G STREET bAKERSFIELD, CA APN I PORTIONS OF 00405103, 00405201, 00405301, 00405306, 00640101, 00641101, 00641105, 00641106, 00653114, 00653113 UTILITY NOTE NOT ALL U77LITIES 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 z : : : : : t : z - - - - - - - - . 0 'y' m ....... ___ __111-1 . . . ........ _. _;rS A� _0___vo_____Np_%_ I \.' e: > Zl(lT=l , � \, \ gel;, R111> -o _i4��X�k��_ . . . . . � . I I I . . � I � . . � . 1��l �� I I'll ...... ol/�A/11�/l L...... �oo� I-, . I . I . I � . � . . . � . I . I . . � I � I . I I . I � . I . I . . . . . . . . . ....... .... . . . . ...... .,...._._:-.w......_. ...... ...... . . ...... ... - 7 %__-_^_^_'_�_ I - - .. -11.1.1 ..... . ...... .... . . ....... ..... - . . . ...... ..... I . ...... .............. ... ;,%V�1111... .... - ..' ... . . ...... ...... �....,...,.,,...,......... ....... . . ........ I ...... __ ... ..... __.. 0 M' m 7 - i I LEFT TURN, H STREET I I __ __ --------- ----,- - __ --------- - o SCALE 1 Ir = 10" 6.1-1700 5� , . . . � I ; ; 0�! . I I �_ � �_ I,< , }l �.!l CURVE TABLE I I - . I I . I I . I- I I , CURVE RADIUS LENGTH TANGENT DEL TA I 1.00' 3.14' VA I 180#00'00" Q d CZ f J_ - 0.75' 2. J6 LIA 180'00'00 " " 4 60.00' 39.10' 20.27' 3720'18" � 5 , , -1. ' 0. 68' 0. 35' - - - 38'54'42" - Q ,_ - I ! - 2T- . f ,�� -7- - ll.� 0 - _91_;J_j'44 - " 1p 1=1 . . I.37' " V. a , J94' 6.17' -Q. 46P _. - - 28'30'5- - m - - 165'127" I z : : : : : t : z - - - - - - - - . 0 'y' m ....... ___ __111-1 . . . ........ _. _;rS A� _0___vo_____Np_%_ I \.' e: > Zl(lT=l , � \, \ gel;, R111> -o _i4��X�k��_ . . . . . � . I I I . . � I � . . � . 1��l �� I I'll ...... ol/�A/11�/l L...... �oo� I-, . I . I . I � . � . . . � . I . I . . � I � I . I I . I � . I . I . . . . . . . . . ....... .... . . . . ...... .,...._._:-.w......_. ...... ...... . . ...... ... - 7 %__-_^_^_'_�_ I - - .. -11.1.1 ..... . ...... .... . . ....... ..... - . . . ...... ..... I . ...... .............. ... ;,%V�1111... .... - ..' ... . . ...... ...... �....,...,.,,...,......... ....... . . ........ I ...... __ ... ..... __.. 0 M' m 7 - i I LEFT TURN, H STREET I I __ __ --------- ----,- - __ --------- - o SCALE 1 Ir = 10" 6.1-1700 5� , . . . � I ; ; 0�! . I I �_ � �_ I,< , }l �.!l 2t I I � I I I I I � I I - . I I . I I . I- I I , I I cl- Q * * Q� L - � Q � ,D LZI-i . ; z, , Q�' i�o I I * , 0011.� . z l2z): I Q d CZ cz- . - , (o "_ Q) Q. Q Q 'N x N Q J z %-- Z i_ � Q� O Q: R Q (n , �? ( �Z) :� Q� Q %c I � V) Z I,< Z- 0_ - I N ) � Q Q (wo" nz (N Q) Q) � Q I �c', ,,< � < � I 114- %-- `- `�\-- � I . . Qj :z QE) lzl�- ,< Q. .\ . I I I 11 x X: ................................. �A. ....... .... x x F ................ ..... /?A 0 x x �YlAi �,rl �j� : Ai ............. .......... ........................ .................. . . ............. . MM ad................... MM . ............. ............. . . ............... ............... ...................................... x—... .. 1. ,...! ^ „� r' � x x x Q1 tp <7� -12 a, .......... ......................... Jil A, a. r15V6 .. . ......... -A, Rog" /Vo 01,11AX/111c ZUW�" ------------- .......... t. rtr ...................... .......... ... .................... .......... Af.- . ............. . ..... v CE A 77- � kr ..... . ........................... ......... ............................. . ......... . ..... .......... ................. ............... 11 ............ .................... .......... . ..... ...... . . . . .................... l."'.."........ . ... .......................... .............. .................... - 71- ............. ........................ ........... ............. . ..... ... . ............... .............. ........................... .... ............. .......... ..... ....... x rr- 3. r 6" f P'll "I't E C2 xx k-'1 ...... . . ..... . ...... ,»»»_m...... 7"-1E9"L.WT ;l- V" -X- 00 11400 Z H X • . ... . ....... 1-J ........ .... . i E) FOUNI�'CO,8 CM 10-22--�yj Cl lit x c� z 31 N X c- 9 40 Co lu '5, < R.............................................. ..................... qq 1V G\0 LAJ cN, z X x Ai c> CAC '2 ; it az k4 L7„ CYC ..... S,.lS € ,;;a. {:\; jt Y f `�-t,E �':: ',� � �'�) � V , � V T 0 ....... ...... x -AX, 46 D 4j 8 82 di x............. ................................ 'A N TER . . ............. .............. . ....... --- ...... X4 ........ REMOVE (E) CONC x 400- tq� r, ..................... ............................ ............ . ........................ 80 11,19il bliu \ �6 Ar JOINT 14 . . .. ..... .................... ................................ ....................... .......... . ...... ... ==, . .. . ........... . .......... ... /"\ <jz- - ...... I.- ---- I ............ . . sl......................... . ................ < %........ . . . .. ........ ....... .... . ........ ........ . ..... ................. .............. ........... ............... ............ ..................... . .... ........................... ............................ ........................ .......................... ............... x j k REMOVE (E) MEDIAN, PATCH WITH A. C. A I I . I ; I "ityK - x PAVEMENT T PER COB STANDARD ST -11 TH A. C PA &FN T x .......... ...... ..,,..»,._.......... .......... ........... ........... . ......... VZ! (JU, .......... ...... ......... . v-._....._..,«.^ Pcw---c.a8 sTwDAR&.sT=v-..- . ....... 8 Z,- 2. \��.,. —� ,—c e—� �� .—t •�\ -��—`�k-'�"r \—-+—„'e�': '"'�' ---11 ELEV. ' ».».----.,..,, --- — .......... .......... 401.49 . .......... . . . .......... ........ — — --------------- �D ............ X (D jo. .......... . ......... ............ x --------- --- --- ---------------- . . .................................... ....... .......... .......................... . ....................................... Al- .�V 6" \\ , �j', EXIS17NG TYR 4- v CD vy fD. . (_,, • 4-1 411 C07FRLINE CM CONCRETE MONUMENT ELEV. ELEVA TION 8K BOOK Al -Y 7 -07D - C.O.K. COUNTY OF KERN C.O.B. CITY OF BAKERSFIELD CONC CONCRETE A. C. A SPHA L T PA VEMEN T FG FINISH GRADE EP EDGE OF PA VEMEN T Tc TOP OF CURB FL FLOKINE FF FINISHED FLOOR fp FINISHED PAD 7P TOP OF PA VEMEN T GB GRADE BREAK RR I � Q) CN a t IC2 1 ( fn ' Ic 1:R Z 6 - Q) o o N CONS TRUC TION NOTES INSTAL TYPE 'Y' CURB PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS ST -2. SA WCU T A. C. 1' MINIMUM OR AS DIRECTED BY THE CITY ENGINEER. O INSTAL CAL TRANS TYPE IV LEFT ARROW (4-) CONSTRUCT A SPHAL T HARD SURFACE TREA TMEN T IN MEDIAN PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS L-12. O ADJUST MONUMENT LAMPHOLE TO NEW GRADE, PROTECT IN PLACE INSTALL TRAFFIC SIGNS PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS T-15 C7-� INSTALL TYPE Q(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 A SPHA L T HARD SURFACE 7REA TMEN T 10 INSTALL TRAFFIC SIGN R5-1 11 INSTALL TRAFFIC SIGN R6 -1(R) 12PER CASE "C” CAL TRANS STD. A 88A �g INSTALL DOUBLE SIDED TRAFFIC SIGN R9-3 INSTAL TRAFFIC SIGN R81(CA) AND R81B(C4) NOTE - ALL SIGNS SHALL BE INSTALLED ON 2" - 14 GAUGE SQUARE POST WITH �/6" PRE -PUNCHED HOLES ON I" CENTERS. GA L VA NIZED W? TH 2-1/4" StffVE AS SHOWN ON KERN COUNTY DEVELOPMENT STANDARD PLA IF R -JJ LEGEND. K U., -.1% m 71, uffili-I 9 (E) EXIS17NG TYR TYPICAL fD. FOUND CL C07FRLINE CM CONCRETE MONUMENT ELEV. ELEVA TION 8K BOOK PG. PAGE C.O.K. COUNTY OF KERN C.O.B. CITY OF BAKERSFIELD CONC CONCRETE A. C. A SPHA L T PA VEMEN T FG FINISH GRADE EP EDGE OF PA VEMEN T Tc TOP OF CURB FL FLOKINE FF FINISHED FLOOR fp FINISHED PAD 7P TOP OF PA VEMEN T GB GRADE BREAK G. EXIS77NG STORM DRAIN LINE FO EXIS77NG FIBER OPTIC LINE w — EXIS77NG WATER LINE EXIS77NG SEVER LINE ell, EXIS77NG GAS LINE x --_._---._.__...,_.»_.. x EXIS77NG FENCELINE ........................ W3ZE ....................................... EXIS77NG ELEC7RIC LINE OHE EXIS77NG OVERHEAD ELECTRIC LINE EXIS77NG PROPERTY LINE wV x EXIS77NG RIGHT -OF WA Y 0 EXISTING CURB & GUTTER 0 NEW S77?IPING- SEE PLAN FOR Z CAL 7RANS DETAIL SA WCU T G. EXIS77NG FIRE HYDRANT Q) EXIS77NG POWER POLE • EXISTING STREET LIGHT FOUND MONUMENT o In EXIS77NG TRAFFIC SIGN O EXISTING SEWER MH SEWER MH PER CITY RECORD cf) iy A-- V, (NOT FOUND) EXISTING CLEANOUT TO GRADE wV x EXISTING WA TER VAL VE 0 EXISTING STORY DRAIN MH 0 EXIS77NG TELECOM MY Z CAL 7RANS TYPE I V ARROW LEFT OR RIGHT AS APPLICABLE NEW 7RAfFIC SIGNS RI "R5-1" - DO NOT EN 7ER (b ,I- "R6 -1R" - ONE WAY, RIGHT QO "R81(C4)*" - BIKE LANE CN 2-2 RR C�N ............. Q) CN k� ,& EXIS77NG FIRE HYDRANT Q) EXIS77NG POWER POLE • EXISTING STREET LIGHT FOUND MONUMENT o In EXIS77NG TRAFFIC SIGN O EXISTING SEWER MH SEWER MH PER CITY RECORD cf) iy A-- V, (NOT FOUND) EXISTING CLEANOUT TO GRADE wV x EXISTING WA TER VAL VE 0 EXISTING STORY DRAIN MH 0 EXIS77NG TELECOM MY Z CAL 7RANS TYPE I V ARROW LEFT OR RIGHT AS APPLICABLE NEW 7RAfFIC SIGNS RI "R5-1" - DO NOT EN 7ER (b ,I- "R6 -1R" - ONE WAY, RIGHT "*R9-3" - NO PEDES7RIAN CROSSING SYMBOL "R81(C4)*" - BIKE LANE "R818(CA)" - END (E) A. C. PA VEMEN T TO BE REMOVED (E) CONCREZE TO BE REMOVED Y f7 Al- ........... ------- ,_»,. .......... . ......... . . ......... ..... .. . ......... . . . . ........ . . ........... (E) FOUND BRASS CAP #ONUMENT, ..... . ........ . ......... .......... . . . ......... . -400.931 at )RO TTER '741.:::*441 . ........... . .......... . . ........... 1�00 ............. . . ............ . . . ............. -.1--l' 11., 1 . ......... . .......... . . ........... ............. . . . . . . . . . .................................... ........................... . . . ......... . . ............... . . . . . C." <.A tS> 2&4tm4l,vmll APPROVED BY: ROBERT T. SWANSON RCE 43032 (EXP 3-31-18) Dmj - APPROVED BY: MARK AN SHAW R.C.E. NO. 32178 EXP. 12/31/16 ATE 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' RASIS ` BEARINGS uo THE BEARING OF N90*00'00"E SHOWN FOR THE CENTERLINE OF 14TH STREET PER UAP 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 FACILITIES NOT SHOWN OR FOR INFORMATION OBTAINED FROM OUTSIDE SOURCES 6.1-1700 N Q) • o In -4 cf) iy A-- V, -CS Qi Nn ami C2 Z c GO (b ,I- 2&4tm4l,vmll APPROVED BY: ROBERT T. SWANSON RCE 43032 (EXP 3-31-18) Dmj - APPROVED BY: MARK AN SHAW R.C.E. NO. 32178 EXP. 12/31/16 ATE 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' RASIS ` BEARINGS uo THE BEARING OF N90*00'00"E SHOWN FOR THE CENTERLINE OF 14TH STREET PER UAP 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 FACILITIES NOT SHOWN OR FOR INFORMATION OBTAINED FROM OUTSIDE SOURCES 6.1-1700 �• N Q) • o In cy) cf) iy A-- V, -CS Qi Nn ami C2 Z c Q - (b ,I- mm - %10113 ............. Q) k� �• N R cy) cf) iy A-- V, �• :z Q - L -W fn Z Q) o o N Lu Q Q) CL Q) C3 A i j 1 €.............................................................................._....,....._....._....._..,....._......�,,..._.......,.....,......m......._......,.............._.,"...,_,.......,.,.............................................................. 3 fv s� E 171 E 4 �tiF • tu I E [ 1 ........_.._..........._....._........ _.__. ! k z , jj. � , ,. �./,, j j 3 mow. € , r F. ��• ,� .,fy ' i.::. ...... ....................................».. ...,,......,.,,..,,...... „�.. r ..} r ,. �,, ,• � f ++n J."'• f't.?t`.t:. j `� i..:: - i 3f€li'iJC; y A^: `: 1 _.............._._.. r . i [ I I °' EE4 jjj __,.W._..�__..._W_ .... ........................ EASEMENT PEDESTRIAN WALKWAY PER DOC/ 000215157097 �Q '..v� :ti .� 3•:� }, `ti.'.... ti"', 'i r ( f ', c'� ;.•• ....................... « t s y� s s, • y. ......................�;.r...,- • e. _ _ _ w. _...._._..._.._............. —4 _I YAZ..Kkk `i YA10 RAtt 4, Q ..C%.. i w.t ( J •, r. .,f/� '.'} «�R f^� V. «. . ..... 1 I � �'� .....-..,r{ Y:' �I �f J �f tt'fs�'tFC'�« �:: { 1 ;,;, / :",t�.h, �}• , t, f r Tt r•slf�l'F�/V M ............. Zl£t I i .t r ltA 1 .:.w: iti 't J! ;h t. (:t E ................ ..,, :,,r rrf�tf.� '}�i��',�..,. ..-• „" ~, `.w W "• ,tqq y- rr ! Y tJ �' I Ali ft r .,_ _.m:,............ ff •...."..,_,......,....._.._............._,...........,.........,.. lV�s'„J� m l '-31, i .......,..........,..,.,.,...,.. -...:� {...._,........,..,. ( J .,F ,- \�`''/! „, . . � Ii 11 Y.> 1_t'. t t� N � v , G. rV... i �1 CONSTRUCTION NOTES O1 INSTALL TYPE 'W" CURB PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS ST -2. SA WCUT A, C. l' 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. O ADJUST MONUMENT LAMPHOLE TO NEW GRADE, PROTECT IN PLACE INSTALL TRAFFIC SIGNS PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS T-15. �7 INSTALL TYPE Q(C4) MARKER PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS T-15. 8� TRAFFIC SIGN TO BE REMOVED WHERE CURBS ARE VERY CLOSE TOGETHER, INSTALL CONCRETE BETWEEN THE CURBS IN LIEU OF ASPHAL T HARD SURFACE 7REA TMENT 10 INSTALL TRAFFIC SIGN R5-1 11 INSTALL TRAFFIC SIGN R6 -1(R) 12 PER CASE "C" CAL TRANS SID A88A 1� INSTALL DOUBLE SIDED TRAFFIC SIGN R9-3 14 INSTALL TRAFFIC SIGN R81(CA) AND R818(CA) NOT ALL SIGNS SHALL BE INSTALLED ON 2" - 14 GAUGE SQUARE POST WITH 7/6" PRE -PUNCHED HOLES ON 1" CENTERS. GAL VANIZED WITH 2-1/4" SLEEVE AS SHOWN ON KERN COUNTY DEVELOPMENT STANDARD PLATE R-33. 154-00 FI•�Ij t J zi its Q Q o o `c Z L , 415 Ln W (n W Q (n oq tn WZn Gj LEGEND: ABBREVIA 17QNS. o (E) EXISTING & EXISTING FIRE HYDRANT TYR TYPICAL cCP EXISTING POWER POLE FD. FOUND CL CENTERLINE C EXIS77NG STREET LIGHT CM CONCRETE MONUMENT © FOUND MONUMENT ELEV. ELEVA 77ON BK. BOOK -.- EXIS77NG 7RAFFIC SIGN PG PAGE C.O.K. COUNTY OF KERN O EXIS77NG SEWER MH NOTE.' C.O.B. CITY OF BAKERSFIELD z# SEWER MH PER CITY RECORD CONTRACTOR TO COORDINA7F WITH CITY 7R4fTIC DEPARTMENT CONC CONCRETE (NOT FOUND) ON FINAL STRIPING LAYOUT PRIOR TO INSTALLING STRIPING A. C. ASPHAL T PA VEMENT _Q_ EXIS77NG CLEANOUT TO GRADE FG FINISH GRADE Z EP EDGE OF PAVEMENT wv m EXIS77NG WATER VALVE TC TOP OF CURB FL FLOWLINE O EXIS77NG STORM DRAIN MH FF FINISHED FLOOR FP FINISHED PAD EXlS17NG TELECOM MH 7P TOP OF PA VEMENT CAL TRANS TYPE IV ARROW GB GRADE BREAK LEFT OR RIGHT AS APPLICABLE � NEW 7RAFFIC SIGNS �. D SD EXISTING STORM DRAIN LINE --•�- R "R5-1" - DO NOT ENTER FO „ u EXIS77NG FIBER OP77C LINE " " R6 -1R - ONE WAY, RIGHT ............ '.' ' ' " w ' ' EXIS77NG WA7ER LINE "R9-3" - NO PEDESIR/AN CROSSING SYMBOL ' ss - ss EXIS77NG SEWER LINE "R81(CA)" - BIKE LANE 0 "R818(CA)" -END 10 EXIS77NG GAS LINE -- --- x -'- -'- x - - EXIS77NG FENCELINE O Z -�- -- - ---'� EXIS77NG ELEC7PIC LINE OHE - - EXIS77NG OVERHEAD ELEC7RIC LINE -••-••-••-••-••-••- EXIS77NG PROPERTY LINE s — - - - - - - — EXIS77NG RIGHT -OF- WA Y ................................................................................................. __....-....._-".._.,.-._..___._.__..__ _._.._"-.._. EXISTING CURB & GUTTER O o NEW STRIPING- SEE PLAN FOR CAL 7RANS DETAIL — — SAWCUT r 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 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 UN UTILITIES R FACILITIES NOT UNDERGROUND ESIO CL 0 SHOWN OR FOR INFORMATION OBTAINED FROM OUTSIDE SOURCES. 6.1-1700 110 ,us�� o } f.3 aS 181J38 m o 0 Li Z W Z Z o v c' U� O � W O 3 � 0 O Z 4� 2 s O o w N - ti O j _ ......................__...».»......,. _................. ............... ... i.. .. " E +jAfj` 4• % 3 h. E h. r• � 7 Ili a' 7• a } „ _._ n i� i( /kr; FI'Ja•Jj{ii?:jAL• Box ON •! �t� i' jV 1 ............................. �.. . vt �.T's ........................ ,................................ ...... ( >Tti'T Li,l;1T .. _ t.(SAL w1 �;< .:M........................................................................................................._........................................................................................................................ _.._....__ ( CH STREET �.......... � WW........ M .»......._._ .............._...........__ ................_ _»...._..�. (E) FOUND C.O.B CM 10-22-93 - ELEV. = 401.49' CONSTRUCTION NOTES (1 INSTALL TYPE 'M" CURB PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS ST -2. SAWCUT A. C. I' MINIMUM OR AS DIRECTED BY THE CITY ENGINEER. 3� INSTALL CAL TRANS TYPE IV LEFT ARROW. 4� CONSTRUCT ASPHAL T HARD SURFACE 7REA TMENT IN MEDIAN PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS L-12. O ADJUST MONUMENT LAMPHOLE TO NEW GRADE, PROTECT IN PLACE 6� INSTALL TRAFFIC SIGNS PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS T-15. �7 INSTALL TYPE 0(C4) MARKER PER CITY OF BAKERSFIELD DEVELOPMENT STANDARDS T-15, 8� TRAFFIC SIGN TO BE REMOVED 9� WHERE CURBS ARE VERY CLOSE TOGETHER, INSTALL CONCRETE BETWEEN THE CURBS IN LIEU OF ASPHALT HARD SURFACE TREATMENT 1 INSTALL TRAFFIC SIGN R5-1 11 INSTALL TRAFFIC SIGN R6 -1(R) 12 PER CASE "C" CAL TRANS SID A 88 1� INSTALL DOUBLE SIDED TRAFFIC SIGN R9-3 14 INSTALL TRAFFIC SIGN R81(CA) AND R818(CA) NO ALL SIGNS SHALL BE INSTALLED ON 2" - 14 GAUGE SQUARE POST WITH �116" PRE -PUNCHED HOLES ON 1" CENTERS. GAL VANIZED WITH 2-1/4" SLEEVE AS SHOWN ON KERN COUNTY DEVELOPMENT STANDARD PLATE R-33. LEGEND: ABBREVIA TIONS. - (E) EXISTING H' TYPICAL FD. ^" vJ CL CENTERLINE CM CONCRETE MONUMENT ELEV S2 BK. BOOK PG. PAGE C.O.K. COUNTY OF KERN C.O.B. �o Q c V N FG Cp "� O © © � Q y W m LEGEND: ABBREVIA TIONS. - (E) EXISTING TP. TYPICAL FD. FOUND CL CENTERLINE CM CONCRETE MONUMENT ELEV ELEVA TION 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 PA VEMENT TC TDP OF CURB FL FLOWLINE FF FINISHED FLOOR FP FINISHED PAD TP TOP OF PA VEMENT GB GRADE BREAK »_........._.. Sc, .. »».»_...»._»._ SD ..._..._» . EXIS77NG STORM DRAIN LINE F0 EXISTING FIBER OP77C LINE v EXIS77NG WA TER UNE ..........................................:,:; .................. EXIS77NG SEWER LINE v - EXIS77NG GAS LINE - -' u: - x ' - EXIS77NG FENCELINE ....................... ............ ..........................' EXIS77NG ELECTRIC LINE OHF..................................... - EXIS77NG OVERHEAD ELECTRIC LINE -••—••—•>—>•—••—••- EXIS77NG PROPERTY LINE — - - - - - - — EXIS77NG RIGHT -OF -WAY .......................................................... EXIS77NG CURB & GUTTER p) NEW STRIPING- SEE PLAN FOR CAL 7RANS DETAIL — — SAWCUT tIN (�;) !r:�s''�w5 I Dot 47 Z. ARli%Ei , l,r6V 'l 3 t�. Me' I f!'A 1 1 EXISTING FIRE HYDRANT -E4-' EXIS77NG POWER POLE v EXISTING STREET LIGHT FOUND MONUMENT T E.,_......,..•........»»..........»......_..,•......................................................................._ 0 E 0 SEWER MH PER CITY RECORD (NOT FOUND) E �� •:�X wv N EXIS77NG WA TER VALVE 0 e p) EXIS77NG TELECOM MH CAL TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE T_ NEW TRAFFIC SIGNS R q __..�........�_._ "R6 -1R" - ONE WAY, RIGHT 0 "R9-3" - NO PEDESTRIAN CROSSING SYMBOL "R81(CA)* - BIKE LANE "R818(CA)" - END w Q E �• '. Ii E 3 i, .m ............ •.....__.......�,. ......... ....- ........ _..._.... _.»..»............w...W. ..,.._._....................................""._ .._...._.............W,_...,. _."...w.W... ._..._..."__.._....W...,.__. At../' rA Ot ?`t} I Dot 47 Z. ARli%Ei , l,r6V 'l 3 t�. Me' I f!'A 1 1 E ',j i E i } f t € Y , 1 jjr , . K r E f•' t r EE 11G , 1 ......"........ .. ............... ..•........ EXISTING FIRE HYDRANT -E4-' EXIS77NG POWER POLE ©-- O EXISTING STREET LIGHT FOUND MONUMENT T E.,_......,..•........»»..........»......_..,•......................................................................._ 0 E 0 SEWER MH PER CITY RECORD (NOT FOUND) E �� •:�X wv N EXIS77NG WA TER VALVE 0 EXIS77NG STORM DRAIN MH 0 EXIS77NG TELECOM MH CAL TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE T_ NEW TRAFFIC SIGNS R "R5-1" - DO NOT ENTER __..�........�_._ "R6 -1R" - ONE WAY, RIGHT 1 ; , "R9-3" - NO PEDESTRIAN CROSSING SYMBOL "R81(CA)* - BIKE LANE "R818(CA)" - END E �• '. Ii E 3 i, .m ............ •.....__.......�,. ......... ....- ........ _..._.... _.»..»............w...W. ..,.._._....................................""._ .._...._.............W,_...,. _."...w.W... ._..._..."__.._....W...,.__. W"._.". _. _...........W..... � _............._......._»._........... _ .. � _...........W._..... _.._»...._ .. ........ ........ _ .... _.. __....._... CL- ct: Ci LJJ Ld E ',j i E i } f t € Y , 1 jjr , . K r E f•' t r EE 11G , 1 ......"........ .. ............... ..•........ m&q9malmv-mql w `i Ir 1 I , , i 1 w,• i ' N i r...} } ...._... ....._, ter Yf r i%i t!b4f J 1t h; t1 tn _..._ ..»..".................................. _ _._.........................................._. REMOVE (E) CROSSWALK S7RIPING, TYR r 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 N90a00'00'E SHOWN FOR THE CENTERLINE OF 14TH STREET PER MAP OF THE CITY OF BAKERSFIELD, FILED IN MAP 800K 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, 00405341, 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 FACILITIES NOT SHOWN R FOR INFORMATION N TAIN FR M 0 0 0 0 OBTAINED 0 OUTSIDE SOURCES ---- ---- --- EXISTING FIRE HYDRANT -E4-' EXIS77NG POWER POLE ©-- O EXISTING STREET LIGHT FOUND MONUMENT T EXISTING 7RAFFIC SIGN 0 EXISTING SEWER MH 0 SEWER MH PER CITY RECORD (NOT FOUND) EXIS77NG CLEANOUT TO GRADE wv N EXIS77NG WA TER VALVE 0 EXIS77NG STORM DRAIN MH 0 EXIS77NG TELECOM MH CAL TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE T_ NEW TRAFFIC SIGNS R "R5-1" - DO NOT ENTER __..�........�_._ "R6 -1R" - ONE WAY, RIGHT 1 ; , "R9-3" - NO PEDESTRIAN CROSSING SYMBOL "R81(CA)* - BIKE LANE "R818(CA)" - END m&q9malmv-mql w `i Ir 1 I , , i 1 w,• i ' N i r...} } ...._... ....._, ter Yf r i%i t!b4f J 1t h; t1 tn _..._ ..»..".................................. _ _._.........................................._. REMOVE (E) CROSSWALK S7RIPING, TYR r 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 N90a00'00'E SHOWN FOR THE CENTERLINE OF 14TH STREET PER MAP OF THE CITY OF BAKERSFIELD, FILED IN MAP 800K 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, 00405341, 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 FACILITIES NOT SHOWN R FOR INFORMATION N TAIN FR M 0 0 0 0 OBTAINED 0 OUTSIDE SOURCES ---- ---- --- - - ----- . . .......... . . . . .......... - . . . ............ (E) FOUND BRASS CAP — - — - - ---------- - - - ------- ..... . . ..... ...... . . ........... . - - ------- . ....... MONUMENT, __..�........�_._ €LEV •-�= 400.93 1 ; , .m ............ •.....__.......�,. ......... ....- ........ _..._.... _.»..»............w...W. ..,.._._....................................""._ .._...._.............W,_...,. _."...w.W... ._..._..."__.._....W...,.__. W"._.". _. _...........W..... � _............._......._»._........... _ .. � _...........W._..... _.._»...._ .. ........ ........ _ .... _.. __....._... CL- ct: Ci LJJ Ld o' L LI tu cl.. � O h t.. �1 4 CL0 O U O O z o <c O > 6.1-1700