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Home My WebLink About6.1-1772AOL BAKERSFIE,LD CALIFORIVIA a ...,...� i /.-,.F'" i. ICS j t l' 1 :�............ ................... ...Y,,,, .. ... k... i., i c I i t .........ast.....s..t.sw...<a<•..sk:na.c......v.... s..::e�...v <r...sm< ... .... ' i i \\\ r ., ...• i "\ i €.;,�: :t tai .,., �,,,a.a..,,,�..c„t..,....,.a..,zuu.........:...s,..,............,.,......t.».........<..:;...t:......5: :-»;ra sxn,.,.,. ..., ,». ,._.,.,,,..»...,»..--;-z:r.....»._..»,.,,......»,.,..»»...,... ,,. �...3 — — — — — -- —— \ 3 I I i+ — \ n t 3 .. > i " „ y,< .. t -- _...... __.._.___.._. _..___._... _. _ w _ e 4 y »,, ..t i { r\ .,,.... ».,......»,,.,, ,.>. ..... ».,_,.. .». ,..--n ......... . .... 4,.......,..,,,.....,......................,,...,....,...........vi......... •y..... / E �. s i. 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I v� I F... _...__..,....._..f} ........................ ............ ........... ..................... ........... .. ......., <,., ,,;, Vii':: WHM LANE .---- ENGINEER'S STA TEMENT.- THESE PLANS AND SPECIFICA77ONS WERE PREPARED BY ME OR UNDER MY DIREC770N, AND, TO THE BEST OF MY KNOKEDGE AND BELIEF, COMPL Y WTH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA; AND THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS, OR VIOLA TIONS OF THOSE ORDINANCES, STANDARDS, OR DESIGN CRI7ERIA ENCOUNTERED DURING CONSlRUC77ON SHALL BE CORRECTED AND SUCH CORRE00615 REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. APPROVED BY.- ROBERT T. SWANSON R. C.E. 43032 (EXP. 03f31/18) APPROVED BY- PUBLIC WORKS DIRECTOR DA TE NICOLAS FIDLER R.C.E. 61069 (EXP, 12/31/18) , 14,09 , j REWEWED BY.° ASSISTANT PUBLIC WORKS DIRECTOR DA TE CITY OF BAKERSFIELD J{p RE/IEWED BY.- TRAFFIC ENGINEER DA TE RYAN STARBUCK x PARKS DEPARTMENJ BAKERSFIELDCITY OF �mQa r� SHEET INDEX l=� c� I 6 „ 3 TYP. 4 0I FD. Q 1.1.E t t 11 TV. H PG. t 12 C.O.K. CONS7RUC� N /NSPECTI N DEPARTMENT SHALL BECGI VF'N 24EHOURS ST -1 TITLE SHEET CITY OF BAKERSFIELD CONC CONCRETE A. C 13 I_..._._ 18 7 _..._..._ .. FINISH GRADE i EDGE OF PA VEMENT TC 2. ALL MA TFRIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CER77RCA TE I F____.o; : 24 I1 I GO S,... C FO D FF _._......._._ ..J . E 1.9 O!i ;� 21. i ST -.3 STREET DEMOL1170N PLAN it �il 112 I GRADE BREAK THESE PLANS AND SPECIFICA77ONS WERE PREPARED BY ME OR UNDER MY DIREC770N, AND, TO THE BEST OF MY KNOKEDGE AND BELIEF, COMPL Y WTH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA; AND THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS, OR VIOLA TIONS OF THOSE ORDINANCES, STANDARDS, OR DESIGN CRI7ERIA ENCOUNTERED DURING CONSlRUC77ON SHALL BE CORRECTED AND SUCH CORRE00615 REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. APPROVED BY.- ROBERT T. SWANSON R. C.E. 43032 (EXP. 03f31/18) APPROVED BY- PUBLIC WORKS DIRECTOR DA TE NICOLAS FIDLER R.C.E. 61069 (EXP, 12/31/18) , 14,09 , j REWEWED BY.° ASSISTANT PUBLIC WORKS DIRECTOR DA TE CITY OF BAKERSFIELD J{p RE/IEWED BY.- TRAFFIC ENGINEER DA TE RYAN STARBUCK x PARKS DEPARTMENJ BAKERSFIELDCITY OF �mQa r� SHEET INDEX EXIS77NG TYP. All FD. NOTES. '° 11 TV. BOOK PG. 3 ' C.O.K. CONS7RUC� N /NSPECTI N DEPARTMENT SHALL BECGI VF'N 24EHOURS ST -1 TITLE SHEET CITY OF BAKERSFIELD CONC CONCRETE A. C NOWE. TELEPHONE - 326-3049 ST -2 STREET NOTES &STANDARDS FINISH GRADE =E EDGE OF PA VEMENT TC 2. ALL MA TFRIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CER77RCA TE FL FLOWLINE FF FINISHED FLOOR FP OF COMPLIANCE STA77NG THAT THE REQUIREMENTS & STANDARDS SET ST -.3 STREET DEMOL1170N PLAN TOP OF PA VEMENT GB GRADE BREAK ELEV. FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ST -4 STREET IMPROVEMENT PLAN RIGHT OF WAY C&G CURB AND GUT7FR CL CENTERLINE IFCFND.- ST -5 SIGN & PAVEMENT DELINEA 77ON 25 SF 3 2 EA. 6" CURB (E) EXIS77NG TYP. TYPICAL FD. FOUND 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 TOP OF CURB FL FLOWLINE FF FINISHED FLOOR FP FINISHED PAD 7P TOP OF PA VEMENT GB GRADE BREAK ELEV. ELEVA TION R/W RIGHT OF WAY C&G CURB AND GUT7FR CL CENTERLINE --------------------- EXIS77NG CENTERLINE :;t .................. ,, ................. EXIS77NG STORM DRAIN LINE ,t ....................... €: :, ....................... EXIS77NG FIBER OP77C LINE --- EXIS77NG IRRIGATION LINE W v - EXISTING WATER LINE .......................:: ...................... ........... ....................... ;...................... EXISTING SEWER LINE _ ........:...._..w........ . __ __..._.. .m_..._ ___ ...._............. . GAS LINE ................. ... .. . ........ . EXISTING FENCELINE ::........................ :::........... ............. ;:.......................:,::........................ :;::.:............. EXISTING ELECTRIC LINE :........................:::.:::........................:............. ........... ::'::......... .............. ,:;;4 .............. EXISTING OVERHEAD ELECTRIC LINE EXISTING PROPERTY LINE EXISTING RIGHT -OF -WA Y EXIS77NG CURB & GUTTER -------------® SAWCUT _--------__-__---.- EASEMEN TLIMITS ---------------------------- (E) CURB & GUT7ER TO BE REMOVED DEMOLITION EXISTING FIRE HY9RANT SAWCUT EXIS77NG POWER POLE MEDIAN CURB REMOVAL EXIS77NG STREET LIGHT O FOUND MONUMENT SIDEWALK REMOVAL EXIS77NG 7RAFFIC SIGN E EXIS77NG WA TER VAL VE --''' EZE 2 DESIGN GRADE DROP DOWN CURB RAMP REMOVAL TREE REMOVAL EXIS77NG SEWER MANHOLE `-° EXIS77NG STORM DRAIN LINE INS TALLA77ON EXIS77NG TELECOM MANHOLE --------------------- EXIS77NG CENTERLINE :;t .................. ,, ................. EXIS77NG STORM DRAIN LINE ,t ....................... €: :, ....................... EXIS77NG FIBER OP77C LINE --- EXIS77NG IRRIGATION LINE W v - EXISTING WATER LINE .......................:: ...................... ........... ....................... ;...................... EXISTING SEWER LINE _ ........:...._..w........ . __ __..._.. .m_..._ ___ ...._............. . GAS LINE ................. ... .. . ........ . EXISTING FENCELINE ::........................ :::........... ............. ;:.......................:,::........................ :;::.:............. EXISTING ELECTRIC LINE :........................:::.:::........................:............. ........... ::'::......... .............. ,:;;4 .............. EXISTING OVERHEAD ELECTRIC LINE EXISTING PROPERTY LINE EXISTING RIGHT -OF -WA Y EXIS77NG CURB & GUTTER -------------® SAWCUT _--------__-__---.- EASEMEN TLIMITS ---------------------------- (E) CURB & GUT7ER TO BE REMOVED DEMOLITION SAWCUT 824 LF MEDIAN CURB REMOVAL 448 LF CURB & GUTTER REMOVAL 249 LF SIDEWALK REMOVAL 1320 SF BASE & PAVEMENT REMOVAL 1738 SF COMMERCIAL DRIVE APPROACH REMOVALTWD CURB RETURNS & ONE 6 WIDE X -GUTTER I EA DROP DOWN CURB RAMP REMOVAL TREE REMOVAL 1 EA 9 EA PEDESTRIAN CROSSING SIGNAL REMOVAL I EA INS TALLA77ON 6" MEDIAN CURB 450 LF A. C. PAVING 108 TONS CL-# A.B. 196 CY STRIPING LEFT THRU RIGHT ARROWS CAL TRANS TYPE VIII ARROW 2 EA. LEFT OR RIGHT TURN ARROWS LAL7RANS TYPE IV LEFT RIGHT ARROW 4 EA. BIKE LANE SYMBOL I EA. BIKE LOOP DEFECTOR SYMBOL 1 EA. CROSSWALK AND LIMIT LINES 440 LF LEFT RIGHT 7URN LANE LINES LAL TRANS DETAIL 38 & 38A 390 LF CENTERLINE LAL 7RANS DETAIL 21 185 LF TRUNCATED DOMES 25 SF CORNER RAMPS 2 EA. 6" CURB 271 LF SIDEWALK 1500 SF BOMANI7E STAMPED CONCRETE MEDIAN SURFACE 700 SF TYPE "A" CATCH BASIN 1 EA. 78'a-111 RCP STORM DRAIN 90 LF "ES77MA 7ED QUAN7777ES, NOT TO BE USED FOR BIDDING PURPOSES .ALE® 1" = 40' 0 20 0 40 80 SW 1/4 SECTION 7 TOWNSHIP 30 RANGE 27 BENCHMAnl\ov TOP OF BRASS CAP IN LAMPHOLE AT THE IN7FRSECRON OF WHITE LANE AND VIA IGLESIA. ELEVATION = 359.27 (CITY OF 84KERSFIELD DATUM) = 100.00' ASSUMED ON THESE PLANS BASIS OF BEARINGS INE BEARING OF N89'52'50V WAS SHOWN FOR THE CENTERLINE OF WHITE LANE AS PER TRACT NO. 4988 AND WAS USED FOR THE BASIS OF BEARINGS SHOWN HEREON. UTILITY NOTE: NOT ALL U77LI77ES WERE LOCATED ON THIS PLAN. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UNDERGROUND U77LI77ES NOT SHOWN ON THESE PLANS OF FOR INFORMATION OBTAINED FROM OUTSIDE SOURCES. THE CONTRACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACIL177ES PRIOR TO GROUND DISTURBANCE TO VERIFY THE LOCATION AND DEPTH ON ALL UNDERGROUND FACIL177ES AND U77LI77CS. USA 1-800-642-2444 A NOTICE OF COMPLETION FOR THESE IMPROVEMENTS WILL NOT BE ISSUED, AND THE NEW DRIVEWAY WILL NOT BE ALLOWED TO OPEN, UN77L THE IMPROVEMEWS PER THE 'TRAFFIC SIGNAL PLANS WH17E LANE / 14A IGLESIA' ARE CONSTRUCTED AND THE SIGNAL 1S OPERA 770NAL AND ACCEPTED BY THE CITY. 10110imai I 2800 BUENA VISTA ROAD, BAKERSFIELD, CA. 93311 APN 393-010-053 R I #fig \� 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. 6.1-1772 60, STREET LIGHT NOTES STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCLUDE AMERICAN ELECTRIC LIGHTING A TBD, AUTOBAHN SERIES LEO TEK EC1 THRU EC7 SERIES CREE XSP / XSPR SERIES AND 0 THERS ON APPRO VED LIST OR AN EQUIVALENT AS APPROVED BY THE CITY ENGINEER. GENERAL NO TES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, LA TEST ED1770N, AND STANDARDS PERTAINING THERETO THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT -OF- WA Y OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STA TE OF CALIFORNIA, DEPARTMENT OF TRANSPORTA TION STANDARD SPECIFICA TIONS, LA TEST EDI TION. THESE STANDARDS, DRA WNGS, AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS ANO THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. J THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONS7RUC770N. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSF/ELD FOR ANY WORK TO BE PERFORMED /N THE EXISTING, ACCEPTED STREET RIGHT -OF -WA Y. UNLESS SECURED 8Y A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMA7F FOR THE WORK PERFORMED WITHIN THE STREET RIGHT OF -WAY ANO APPROVED INSURANCE SHALL BE PROVIDED POSTED PRIOR TO ISSUANCE OF A PERMIT. 4. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UN77L A PERMIT WTH APPROPRIA TE SECURITY AND INSURANCE HAS BEEN OBTAINED 5 24 HOUR NO TICE- PRIOR TO THE START OF ANY PHASE OF CONS TRUC77ON WTHIN THE STREET RIGHT-OF-WAY, THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPEC77ON SEC77ON A T LEAST 24 HOURS NONCE; THE SECTION MA Y BE N077FIED A T (661) J26 -J049. 6. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA,, AND MEASUREMENTS A T THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. SWANSON ENGINEERING, INC., MUST BE N077FIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 7 EXISTING UTILITY AND UNDERGROUND LINES HA VE BEEN SHOWN ON THIS PLAN ACCORDING TO A VAILABLE RECORDS THE ENGINEER /S NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICA TION OF THE LOCA TION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING ANY WORK. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED A T LEAST TWO (2) WORKING DA YS PRIOR TO ANY CONSTRUCTION OR EXCA VA TION (U. S. A. - 1-800-227-2600). 8 ANY EXISTING IMPROVEMENTS OR UTIL I TIES THA T ARE REMOVED, DAMAGED, OR UNDERCUT 8Y CON IRA CTOR'S OPERA TIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTORS EXPENSE, AS DIREC70 BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 9. IF A PROBLEM OR CONFLICT SHOO 0 ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR CONTRACTOR TO NOTIFY THE ENGINEER IMMEOIA TEL Y PRIOR TO ANY FURTHER WORK. 10 THE CONTRACTOR SHALL FURNISH ALL LABOR, MA TERIALS, TOOLS, EQUIPMENT, AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNC77ONAL PRODUCT 11. ALL WORK WHICH IS DEFEC77VE IN ITS CONSTRUCTION OF DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS ANO SPECIFICA TIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, ANO NO COMPENSATION WILL BE ALLOWED FOR SUCH CORREC770N 12 THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE ANO COMPLETE RESPONSIBILITY FOR JOB 57 7F 0010117ONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING EROSION, SEDIMENTATION, ANO DUST CONTROL PLAN, STORM WATER POLLU77ON PRE VEN770N PLAN IMPLEMENTA TION, ANO THE SAFETY OF ALL PERSONS AND PROPERTY; THA T THIS REQUIREMENT SHALL APPL Y CON77NUOUSL Y ANO NOT BE LIMI TED 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 COIVNEC77ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEP77NG FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 1J. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS ANO SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF PRIOR TO COMMENCING CONSTRUC77ON. 14. 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 OR177NG BY SWANSON ENGINEERING, INC. 15 COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DE7FRMINEO BY THE CITY ENGINEER 16. 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 DA YS PRIOR TO PA VNG. 17. INSTALL BLUE MARKERS A T CENTERLINE FOR FIRE HYDRANT LOCA TIONS. 1. THE SUBDIVIDER, 1F 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 DETAIL ST -22. J THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS AFTH1N THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER. 4. ALL STREETS HA VE BEEN DESIGNED USING A MINIMUM "R" VALUE AS STATED IN THE SOILS REPORT. SEE S7RUC7URAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMA77ON. SHOULD FURTHER TESTING SHOW A LOWER "R" VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER "R" VALUE IN ACCORDANCE WITH THE CITY ENGINEER. 5 RELA 77 VE COMPAC77ON OF NOT LESS THAN 957 SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PA VEMENT (LIP OF GUTTER TO LIP OF GUTTER). IN ADDITION REI A 77 VE COMPACTION OF NOT LESS THAN 957 SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 1.0 FOOT BELOW FINISH GRADE ON LOCAL STREETS (1.5' TO 2.5' AS DIRECTED 8Y THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWA YS) FROM LIP OF GUTTER TO UP OF GUTTER. 6. THE CON IRA CTOR SHALL OBTAIN 907 RELA TI VE COMPACTION UNDERNEA TH THE SIDEWALK AND CURB ANO GUTTER TO A DEPTH OF 6" THE LOCA 77ON OF THE TESTS SHALL BE DETERMINED BY THE CITY. 7. COMPAC77ON TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CI TY ENGINEER. 8. ALL CONCRETE SHALL BE CLASS J AND SHALL CONTAIN A MINIMUM OF 505 LBS.%CU. Y0. OF CEMENT AND HA VE A MAXIMUM WA TERICEMENT RA TIO OF 0 50. 9. ASPHAL T REJU VENA 771VG AGENT SHALL BE APPLIED TO NEW ASPHAL T CONCRETE PA VEMENT IN ACCORDANCE WTH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF THE STATE DEPARTMENT OF 7RANSPORTA77ON STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER. 10. NEW STREETS SHALL BE EXTENDED AT INTERSEC77ONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A 77E -IN TO EXISTING STREET PA VEMENT. 11. SEWER LA TERAL LOCA 77ONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LA TFRAL. 12. ELEVA TIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS) 13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR. 14. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOL T AND VANDAL PROOF NUT ASSEMSL Y OR EQUAL. ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL T-19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK EDGE. 15 MAXIMUM SLOPE RA TIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4.• 1, EXCEPT FOR 2' BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2% ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 16. ANY ITEMS IN THE PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 17 PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT COND177ONS 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 DA YS PRIOR TO PA VTNG. C.O.B. ASPHAL T CONCRETE PA VING NOTES 1. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS ANO SHALL CONFORM TO THE PROVS/ONS /N SECTION 39, 'ASPHAL T CONCRETE, " OF THE CAL TRANS STANDARD SPEC/FICA TIONS AND THESE SPECIAL PROVISIONS. - 2. PRIOR TO THE ADDITION OF ASPHAL T SINDER, THE COMBINED MINERAL AGGREGA TE FOR TYPE A (MODIFIED) OR TYPE 8 (MODIFIED) ASPHAL T CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, 'AGGREGA TE, " OF THE STANDARD SPECIFICA TIONS FOR J/4" MAXIMUM, MEDIUM GRADING J ASPHAL T BINDER FOR TYPE A (MODIFIED) ASPHAL T CONCRETE AND TYPE B (MODIFIED) ASPHAL T CONCRE7F 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 ASPHAL T BINDER, IN SEC77ON 92-1.02(8), "GRADES, " OF THE STANDARD SPECIFICA 77ONS. 4. THE AMOUNT OF ASPHAL T BINDER TO BE MIXED WITH THE MINERAL AGGREGA TE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD J67 USING SAMPLES OF MA TERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHAL T BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5. A T LEAST 14 DA YS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEERS REVIEW AND APPROVAL: A. A LIST OF AGGREGA TE ANO ASPHAL T SOURCES 8. DOCUMENTA TION VERIFYING INA T THE AGGREGA TES TO BE INCORPORA TED /N THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, 'AGGREGA TE, " OF THE STANDARD SPECIFICA TIONS AND THESE SPECIAL PROVISIONS. MA TERIAL SIEVE ANAL PSIS ANO SANG EEQUI VALENT TEST RESUL TS SHALL NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESUL IS SHALL NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED 1N ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESUL IS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MlX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXI7JRE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SEC RON 39-2.02, 'AGGREGA TE, " OF THE STANDARD SPECIFICA 17ONS AND THESE SPECIAL PROVISIONS lF THE OA TA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBS TANI7ALL Y THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MA Y BE UP TO THREE (J) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIA TED W1 TH THE ASPHAL T CONCRETE MIX DESIGN. 6. WHERE NEW ASPHAL T CONCRE7F PA VEMENT IS TO CONFORM TO EXISTING PA VED SURFACES, THE EXIS17NG PA VEMENT SHALL BE SAWCUT. 7. A PRIME COA T WILL NOT BE REQUIRED ON NON -PA VED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHAL T CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION J9-4.01, "SUBGRADE, " OF INE STANDARD SPECIFICA 17ONS 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 MA TERIAL ONTO THE EXISTING PA VEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PA VING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER 10 INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AND GRADED AS DIRECTED BY THE CITY ENGINEER OR CITY INSPECTOR. ADD/TONAL ASPHAL T CONCRETE SHALL BE PLACED A T ROAD CONNECTIONS AND PRI VA TE DRI VES, WHERE SHOWN ON THE PLANS ANO 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 LA YER OF ASPHAL T CONCRETE IS 0.15 FOOT OR LESS, PA WNG OPERA 17ONS SHALL BE CONDUCTED IN SUCH A MANNER INA T A T THE END OF EACH WORK SHIFT, THE LENGTH OF PA VEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREA TER THAN THA T WHICH CAN BE SURFACED DURING THE FOLL OWING SHIFT OF NORMAL PA VING OPERA 1701VS. ADDITIONAL ASPHAL T CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDI I7ONAL ASPHAL T CONCREIF 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, MA Y BE PLACED UNDER THE CONFORMS TO FACIL ITA TF THE REMOVAL OF THE CONFORMS WHEN PA VING OPERA 17ONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LA YER OF ASPHAL T CONCRETE IS MORE THAN 0.15 FOOT, PA 14NG OPERA DONS SHALL BE CONDUCTED IN SUCH A MANNER THA T THE LA YER OF ASPHAL T CONCRETE IS PLACED ON ALL CON71GUOUS LANES OF THE TRA VELED WA Y BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. A T THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LA YER OF ASPHAL T CONCRETE ON ADJACENT LANES SHALL NOT BE GREA IFR THAN 10 FEET ADDITIONAL ASPHAL T CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES SUCH ADDI7ONAL 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, MA Y BE PLACED UNDER THE CONFORMS TO FACILITA TE THE REMOVAL OF THE CONFORMS WHEN PA VING OPERA TIONS RESUME. IJ. ASPHAL T 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 J75. 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 DENSI TY, THE CONTRACTOR WILL BE ADVISED THA T THE REQUIRED RELA Tl VE COMPACTION IS NOT BEING A TTA INED AND THA T THE MA TERIALS OR PROCEDURES OR 8017, IF NEEDED, NEED ADJUSTMENT ASPHAL T CONCRETE SPREADING OPERA TONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT TNA T WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSI VE TEST AFTER NOTICE IS GI VEN DOES NOT MEET THE SPECIFIED RANGE THE ASPHAL T CONCRETE REPRESENTED 8Y THA T LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESUL IS FOR ANY LOT OF ASPHAL T CONCRETE INDICA TF THA T THE RELA 777 VE COMPACTION 1S EfMR LESS THAN 909' OR MORE THAN 969, THE ASPHAL T CONCRETE REPRESENTED BY THA T LOT SHALL BE REMOVED ANO REPLACED WITH MA TERIAL THA T 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. Y A. A PROPERL Y CALIBRA TED NUCLEAR ASPHAL T TESI7NG DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LA80RA TORY TES 17%. ZINC STEARA TE MA Y BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD 'B" SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHAL T 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 (J) PLACEMENT OF AN ASPHAL T CONCRETE 0VERLA Y. THE METHOD WILL BE SELECTED 8Y THE CITY ENGINEER. THE CORRECI7VE WORK SHALL BE A T THE CONTRACTOR'S EXPENSE 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, A00/17ONAL 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 PA VEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEA T RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRA SI VE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION, " OF THE STANDARD SPECIFICA TIONS. A FOG SEAL COA T SHALL BE APPLIED TO ALL FINISHED ASPHAL T SURFACES A T THE CONTRACTOR'S EXPENSE. THE FOG SEAL COA T SHALL BE EITHER ASPHAL T REJU VENA TING AGENT OR ASPHAL 777C EMULSION AS DIRECTED 8Y THE CITY ENGINEER. 19. BASE MAIFRlAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL EITHER MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGA TE BASE (CLI! AGG BASE) CONFORMING TO SECTION 26 OF THE CAL TRANS STANDARD SPECIFICA TIONS, LA TEST EDITION, OR SHALL BE FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK" WHICH ALLOWS UP TO 507 OF THE VOLUME TO BE RECLAIMED ASPHAL T CONCRETE, POR TLANO CEMENT CONCRETE; LEAN CONCRETE BASE, CEMENT IREA TED BASE, OR A COMBINA TION OF THOSE MA TERIALS - OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGA TE BASE SHALL BE COMPACTED TO A MINIMUM OF 957 OF MAXIMUM DRY DENSITY. 20. THE PA VING CONTRACTOR SHALL GRADE THE PA WNG AREAS TO THE FOLLOWING MODIFIED CAL TRANS STANDARD SPECIFICA TION SECTION 19-1.OJ PER THE CITY OF BAKERSFIELD: IMMEDIA TEL Y PRIOR TO PLACING SUBSEQUENT LA PERS OF MA TERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO ONE OF THE FOLLOWING A. WHEN ASPHAL T CONCRETE OR ASPHAL T 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 SUBGRADE OR BASE MA TERIAL (OTHER THAN ASPHAL T CONCRETE BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE A T ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT A80VE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. 21. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NA TIONAL POLLU17ON DISCHARGE ELIMINA TION SYSTEM (NPDES), A 'NOTICE OF INTENT" (N0/) TO COMPL Y WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WA TER ASSOC/A TED WITH CONSTRUCTION AC/7WTY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWO) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THA T A STORM WA TER POLLU77ON PREVEN17ON PLAN (SWPPP) BE PREPARED, CONT/NUDUSL Y CARRIED OUT AND AL WA YS BE A VAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. 6.1-1772 ON-SITE CURB DEMOLITION SZ) X jV, > CURB DEMOLITION S1 Tf ON X q,'�b 1,32) 65 _77 ........... Ai I A! ........... ... .. w W .. ......... . . do 01 'T . .................. . W �a ,� 0 N.............. �g / . ..... ..... ..... .... .. - ---- -- - . ..... ip �;j - 6 --- — — — — — — — — — 2 ...... ..... ...... ..... ..... ..... ... .... . ...... .! ...... ..... . . ...... ..... ..... ..... . .... ..... ..... .. .. ..... ..... .. ..... ..... ..... ..... ..... — — — —— ..... ..... ..... ..... .....V — ................... .......... ........... . .. S . ........... ............ .. ....... .......... ( . . ........................... ................... ........... ................. .. ........ .... . . .. .. ........ ....... <: ........... S -------- - . . .. ...... 5 vo. 0I n (Z) :zz 24 A- zj ck cry c)- J 1z, (Z) CQ DEMOL177ON A107FS SA WCU T 2' BACK OR AS DIRECTED BY CITY ENGINEER. REMO VE TREES IN MEDIA N\E/ ES L).FIS & RCREA77ONW TH TWO (2) 24 - BOX TRFOR EA CH TREE REMO VED FROM THE MEDIA N Q\ REMOVE SCHOOL XNG FLASHING BEA CON A SSSY& Y AND A SSOCIA TED ELECTRICAL. COORDINATE WITH CITY OF BAKERSFIELD TRAFFIC ENGINEERING & ELECTRICAL DEPARTMENTS. REMOVE TRAFFIC CONTROL SIGN REMOVE SITE LANDSCAPING TREES (4 TOTAL). AMMIA (E) m EXISTING "J . . . . . . . . . . . . . . . . . . . . . . . . . ............................................... .................... ................................ .............. ........... ............... .. ........... ............... . . . . . . . . . . . . . . ............ . ............ <T I . . . . . . . . . . . . . . . . . . . . . . . . . . . — ..... . ...... .. ........ ......... --- ---------- PG. .....................ja NP� COUNTY OF KERN C.O.B. CITY OF BAKERSRELD CONC CONCRETE A. C. A SPHA L T FA VEMEN T 22 22 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 Rl' ELEVA TION RIW RIGHT OF WAY C&G CURB AND GUTTER CL CENTERLINE ON-SITE CURB DEMOLITION SZ) X jV, > CURB DEMOLITION S1 Tf ON X q,'�b 1,32) 65 _77 ........... Ai I A! ........... ... .. w W .. ......... . . do 01 'T . .................. . W �a ,� 0 N.............. �g / . ..... ..... ..... .... .. - ---- -- - . ..... ip �;j - 6 --- — — — — — — — — — 2 ...... ..... ...... ..... ..... ..... ... .... . ...... .! ...... ..... . . ...... ..... ..... ..... . .... ..... ..... .. .. ..... ..... .. ..... ..... ..... ..... ..... — — — —— ..... ..... ..... ..... .....V — ................... .......... ........... . .. S . ........... ............ .. ....... .......... ( . . ........................... ................... ........... ................. .. ........ .... . . .. .. ........ ....... <: ........... S -------- - . . .. ...... 5 vo. 0I n (Z) :zz 24 A- zj ck cry c)- J 1z, (Z) CQ DEMOL177ON A107FS SA WCU T 2' BACK OR AS DIRECTED BY CITY ENGINEER. REMO VE TREES IN MEDIA N\E/ ES L).FIS & RCREA77ONW TH TWO (2) 24 - BOX TRFOR EA CH TREE REMO VED FROM THE MEDIA N Q\ REMOVE SCHOOL XNG FLASHING BEA CON A SSSY& Y AND A SSOCIA TED ELECTRICAL. COORDINATE WITH CITY OF BAKERSFIELD TRAFFIC ENGINEERING & ELECTRICAL DEPARTMENTS. REMOVE TRAFFIC CONTROL SIGN REMOVE SITE LANDSCAPING TREES (4 TOTAL). AMMIA (E) m EXISTING TYP. . . . . . . . . . . . . . . . . . . . . . . . . . ............................................... .................... ................................ .............. ........... ............... .. ........... ............... . . . . . . . . . . . . . . ............ . ............ <T I . . . . . . . . . . . . . . . . . . . . . . . . . . . — ..... . ...... .. ........ ......... --- ---------- PG. .....................ja C.O.K. COUNTY OF KERN ON-SITE CURB DEMOLITION SZ) X jV, > CURB DEMOLITION S1 Tf ON X q,'�b 1,32) 65 _77 ........... Ai I A! ........... ... .. w W .. ......... . . do 01 'T . .................. . W �a ,� 0 N.............. �g / . ..... ..... ..... .... .. - ---- -- - . ..... ip �;j - 6 --- — — — — — — — — — 2 ...... ..... ...... ..... ..... ..... ... .... . ...... .! ...... ..... . . ...... ..... ..... ..... . .... ..... ..... .. .. ..... ..... .. ..... ..... ..... ..... ..... — — — —— ..... ..... ..... ..... .....V — ................... .......... ........... . .. S . ........... ............ .. ....... .......... ( . . ........................... ................... ........... ................. .. ........ .... . . .. .. ........ ....... <: ........... S -------- - . . .. ...... 5 vo. 0I n (Z) :zz 24 A- zj ck cry c)- J 1z, (Z) CQ DEMOL177ON A107FS SA WCU T 2' BACK OR AS DIRECTED BY CITY ENGINEER. REMO VE TREES IN MEDIA N\E/ ES L).FIS & RCREA77ONW TH TWO (2) 24 - BOX TRFOR EA CH TREE REMO VED FROM THE MEDIA N Q\ REMOVE SCHOOL XNG FLASHING BEA CON A SSSY& Y AND A SSOCIA TED ELECTRICAL. COORDINATE WITH CITY OF BAKERSFIELD TRAFFIC ENGINEERING & ELECTRICAL DEPARTMENTS. REMOVE TRAFFIC CONTROL SIGN REMOVE SITE LANDSCAPING TREES (4 TOTAL). AMMIA (E) m EXISTING TYP. . . . . . . . . . . . . . . . . . . . . . . . . . ............................................... .................... ................................ .............. ........... ............... .. ........... ............... . . . . . . . . . . . . . . ............ . ............ <T I . . . . . . . . . . . . . . . . . . . . . . . . . . . — ..... . ...... .. ........ ......... --- ---------- ON-SITE CURB DEMOLITION SZ) X jV, > CURB DEMOLITION S1 Tf ON X q,'�b 1,32) 65 _77 ........... Ai I A! ........... ... .. w W .. ......... . . do 01 'T . .................. . W �a ,� 0 N.............. �g / . ..... ..... ..... .... .. - ---- -- - . ..... ip �;j - 6 --- — — — — — — — — — 2 ...... ..... ...... ..... ..... ..... ... .... . ...... .! ...... ..... . . ...... ..... ..... ..... . .... ..... ..... .. .. ..... ..... .. ..... ..... ..... ..... ..... — — — —— ..... ..... ..... ..... .....V — ................... .......... ........... . .. S . ........... ............ .. ....... .......... ( . . ........................... ................... ........... ................. .. ........ .... . . .. .. ........ ....... <: ........... S -------- - . . .. ...... 5 vo. 0I n (Z) :zz 24 A- zj ck cry c)- J 1z, (Z) CQ DEMOL177ON A107FS SA WCU T 2' BACK OR AS DIRECTED BY CITY ENGINEER. REMO VE TREES IN MEDIA N\E/ ES L).FIS & RCREA77ONW TH TWO (2) 24 - BOX TRFOR EA CH TREE REMO VED FROM THE MEDIA N Q\ REMOVE SCHOOL XNG FLASHING BEA CON A SSSY& Y AND A SSOCIA TED ELECTRICAL. COORDINATE WITH CITY OF BAKERSFIELD TRAFFIC ENGINEERING & ELECTRICAL DEPARTMENTS. REMOVE TRAFFIC CONTROL SIGN REMOVE SITE LANDSCAPING TREES (4 TOTAL). AMMIA (E) m EXISTING TYP. TYPICAL F9. FOUND BK BOOK PG. PAGE C.O.K. COUNTY OF KERN C.O.B. CITY OF BAKERSRELD CONC CONCRETE A. C. A SPHA L T FA 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 ELEV. ELEVA TION RIW RIGHT OF WAY C&G CURB AND GUTTER CL CENTERLINE EXISTING FIRE HYDRANT REMOVE BOYAN17F STAMPED CONCRETE IN MEDIAN WHERE CURB IS REMOVED — — — — — — — — — — EXIS77NG CENTERLINE cSD EXISTING STORY DRAIN LINE .................... EXIS77NG FIBER OPTIC LINE ............I ............... lvV .. .. .. .. ... .. EXIS77NG WATER LINE EXISTING SERER LINE ............................ .. ............................................. ............. EXIS77NG GAS LINE x EXISTING FENCELIKE E Uy G- EXISTING ELECTRIC LINE 01I-iE EXISTING OVERHEAD ELECTRIC LINE EXISTING PROPERTY LINE ........... ..........,....».........._ EXISTING RIGH I— OF— W4 Y EXIS77NG CURB & GUTTER SA WVU T --- ---- EASEMENT L IMI 7S (E) CURB & GUTTER TO BE REMOVED 6.1-1772 lu TwolL. ..] To Y 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, la SCALE: 1" = 20' 20 10 0 20 4* 1 W14M®...�...�.....��..�, EXIS77NG POWER POLE EXIS77NG STREET LIGHT (D FOUND MONUMENT EXISTING TRAFFIC SIGN EXISTING WA TER VALVE —awff —21 DESIGN GRADE EXISTING SEWER MANHOLE EXISTING STORY DRAIN LINE EXISTING TELECOM MANHOLE REMOVE BOYAN17F STAMPED CONCRETE IN MEDIAN WHERE CURB IS REMOVED — — — — — — — — — — EXIS77NG CENTERLINE cSD EXISTING STORY DRAIN LINE .................... EXIS77NG FIBER OPTIC LINE ............I ............... lvV .. .. .. .. ... .. EXIS77NG WATER LINE EXISTING SERER LINE ............................ .. ............................................. ............. EXIS77NG GAS LINE x EXISTING FENCELIKE E Uy G- EXISTING ELECTRIC LINE 01I-iE EXISTING OVERHEAD ELECTRIC LINE EXISTING PROPERTY LINE ........... ..........,....».........._ EXISTING RIGH I— OF— W4 Y EXIS77NG CURB & GUTTER SA WVU T --- ---- EASEMENT L IMI 7S (E) CURB & GUTTER TO BE REMOVED 6.1-1772 lu TwolL. ..] To Y 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, la SCALE: 1" = 20' 20 10 0 20 4* 1 W14M®...�...�.....��..�, CONSTRUCTION NOTES INSTALL TYPE 'Y' CURB PER CITY OF BAKERSFIELD DEVELOPMENT STANDARD ST -2. SA W0 T 2' BACK OR AS DIRECTED BY CITY ENGINEER; PER DEMO PLAN. INSTALL TYPE 'A" CURB & GUTTER PER CITY OF BAKERSFIELD DEVELOPMENT STANDARD ST -1. CONSTRUCT MEDIAN HARD-SCAPING PER CITY OF BAKERSFIELD DEVELOPMENT STANDARD t-12. , INSTALL NEW STREET TREE & LANDSCAPING AS DIRECTED BY CITY OF BAKERSFIELD. CONTACT FIDEL GONZA L EZ WITH C 0. B. RECREATION AND PARKS TO COORDINATE PRIOR TO CONSTRUCTION (661-326-3268) REPAIR EXISTING TURF & IRRIGA TION AS REQUIRED. EXTEND EXISTING 6- SCH 40 PVC IRRIGATION SLEEVE AS SHOWN INSTALL CASE 'A " ACCESSIBLE CURB RAMP PER CAL TRANS REVISED STANDARD PLAN RSP-A88A. CONSTRUCT J. 5' WIDE TYPE A' CATCH BASIN PER CITY OF BAKERSFIELD DEVELOPMENT STANDARD D-14. TAPER DATATAPER DATA NO. <�> NO. \V q STA TION OFFSET FROM CURVE' TABLE 7+17.89 CURVE RADIUS LENGTH TANGENT DEL TA 1 1.42' 4.44' &1A 180*00'00" 2 20.00' 31.46' 20.05' 90'07'55" J 20.00' 31.36' 19.90, 8928'25" 4 1.69' 5.29' LVIA 180*00'00" TAPER DATATAPER DATA NO. <�> NO. \V q STA TION OFFSET FROM ELEVA TION" 7+17.89 6.91'RT 101.47 AC 7+25.39 6.74' RT 101.45 AC 7+32.89 6.25' R T 101.44 AC 7+40.49 5.40' RT 101.43 AC 7+4790 4.22' RT 101.42 AC 7+62.90 1.50' RT 101.40 AC 7+7791 1.21'LT 101.37 AC 7+85.41 239' L T 101.36 AC 7+92.91 J.24'LT 101.35 AC 8+00.42 J. 7J' L T 101.35 AC 8+0792 3.90'LT 101.36 AC A-- AC ELEVA77ON AT FACE OF MEDIAN q STA TION OFFSET FROM FL ELEVA TION 11+89.21 54.00' L T 99.77 11+96.71 53.86' L T 99.82 12+04.21 53.44' L T 99.87 12* 11.71 52.73' L T 99.94 12+19.21 51.75' L T 99.99 12+34.21 49.50' L T 100.12 12*49.21 4725LT 100.22 12+56.71 46.27' L T 100.27 12+64.21 45.56' L T 100.32 12+71.71 45.14' L T 100.36 12+79.21 45.00' L T 100.39 CONSTRUCT 6' WOE COM81NA /70A( SIDEWALK A T 2X MAX CROSS -SLOPE 11 100.30 Tc TRANS177ON GUTTER FROM FLUSH AT PAVEMENT TO DEPRESSION As SHOWN loo 80 1cp OVER 2' (3 mew I) �`� � II � �� 22 a ADDffKN& R/w II N DOC.ti 00 CONC Rf L OCA /T EXIS hNG SITE SD --SD . I I I . I I I I � I . I / 86 NG -jij LIGHTINGBOX OUTSIDE Of* RAMP 9•6 .................. 0 -,`,-,.-�'- ...... . .......... . .... . . ........... ..................... ....... 7 ISE STREET LIGHT BOX - SD ri NEW FINISHED GRADE SD 0 . . . . . . . . . . . . . ........... w ... . ............ w SD .......... w ........... . ............... w --- ---- w � 91 0 SD vA. . . . . . SDt �D . . . . . . . .......... . ...... ...... ..... $D� . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . ...... .. . .. ... . . . . . . . . . . . . . . . . . . . . . FL BEACON 1" A ........... . . . . . . i, a I ................... ................ ........... ............. .. ..... ......... ............ ........... .. . ......... - . ............ . ... .... ....... ........ . .................... 'BA 2 EXI 77NG CATCH SIN IN. FLASHING BEACON -0- IN. FL =298.9P EQUIPMENT TO BE TAPER CURB FROM T WA TCH TO 6 CURB REMOVED ............. . ................. ..... ........ ii . ............ - ........... =:/Wwe 10�ZOO 00 )NC 411-1 0 10 CURB RETURN AND STORM DRAIN EXTENSION DETAIL SCALE 1 VIP 10" k-", \-*OTE. SEE ON-SITt CH PLANS FOR!!l WAwm (E) EXIS77NG 68 GRADE BREAK __---- UTILITIES OR FACILITIES NOT SHOWN OR FOR INFORMATION OBTAINED RIW RIGHT OF WAY TYP TYPICAL EXIS77NG FIBER OP77C LINE 0 -------- - ----- CL CENTERLINE F9. FOUND ... ..... ... . ... .. ... ..... .. .. .... ............... . . . . . ------------- EXIS77NG SEWER LINE EXIS77NG FIRE HYDRANT 8K. BOOK EXIS77NG GAS LINE ...................... .. .................. ................ ........... �j ........................................... EXIS77NG ELEC7RIC LINE EXIS77NG POWER POLE PG. PAGE EXISTING OVERHEAD ELEC7RIC LINE C.O.K. COUNTY OF KERN . .. ... EXIS77NG S7REET LIGHT FOUND MONUMENT C.O.B. CITY OF BAKERSFIELD EXIS77NG RIGH T- OF- WA Y 1 V1111111111A EXIS77NG TRAFFIC SIGN CONC CONCRETE EASEMENT LIMITS EXISTING WA TER VALVE A. C. ASPHAL T PA 6MENT DESIGN GRADE FG FINISH GRA DE ID EXIS77NG SEWER MANHOLE EP EDGE OF PA VEMEN T EXISTING STORY DRAIN LINE Tc TOP OF CURB EXISTING TELECOM MANHOLE FL FLOKINE STAMPED CONCRETE MEDIAN - CAP TO MATCH EXISTING (OR AS DIRECTED 8Y CITY ENGINEER) MEDIAN CURB PER C08 STD. ST -2 SAW CUT AND MATCH-/ EXISRNG PAVEMENT 0.50' NA 77 VE 0 95X 0.45'AC / 0.65 CL# A.B. / 1.45' NA 77 VE 0 90Z (T7=9.0) W11TE LANE O OIL 11 v u .......... ............. - 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 JA FROM OUTSIDE SOURCES. too---------- ................ .............. EXIS77NG FIBER OP77C LINE 0 -------- - ----- t. f Uj u .......... ............. - CONTRACTOR IS RESPONSIBLE FOR ALL WORK NECESSARY TO PATCH THE EXISTING IRRIGATION SYSTEM (PIPES, VALVES, WIRES, BOXES, ETC) AS REQUIRED BY THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT; CONTACT FIDEL GONZALEZ AT 661-326-3268 FOR A FR-ECONSTRUCTION MEETING. - - - - - - - - - - ... . ..... .................. . . .... ........... __---- JA too---------- ................ .............. EXIS77NG FIBER OP77C LINE 0 -------- - ----- t. f Uj .................... ........................... 'v ......................... W .......... ... . ... ..... ... . ... .. ... ..... .. .. .... ............... . . . . . ------------- EXIS77NG SEWER LINE ............................................. .......................... . ........................ ......... . . . ........ EXIS77NG GAS LINE CONTRACTOR IS RESPONSIBLE FOR ALL WORK NECESSARY TO PATCH THE EXISTING IRRIGATION SYSTEM (PIPES, VALVES, WIRES, BOXES, ETC) AS REQUIRED BY THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT; CONTACT FIDEL GONZALEZ AT 661-326-3268 FOR A FR-ECONSTRUCTION MEETING. - - - - - - - - - - EXISTING CENTERLINE __---- EXIS77NG STORY DRAIN LINE ...................... .............. . ...................................... EXIS77NG FIBER OP77C LINE 0 -------- - ----- EXIS77NG IRRIGATION LINE .................... ........................... 'v ......................... W .......... ... . EXISTING WATER LINE ------------- EXIS77NG SEWER LINE ............................................. .......................... . ........................ ......... . . . ........ EXIS77NG GAS LINE ...................... .. .................. ................ ........... �j ........................................... EXIS77NG ELEC7RIC LINE .......... ............ .......... ...... . .... ........... ............. EXISTING OVERHEAD ELEC7RIC LINE EXISnNG PROPERTY LINE SCALE: 1" = 20' 2 0 10 0 20 40 EXIS77NG RIGH T- OF- WA Y 1 V1111111111A SA WCU T EASEMENT LIMITS 2' (OR AS DIRECTED 8Y CITY ENGINEER) - REMOVE EXISTING MEDIAN CURB AND MEDIAN CAP SAW CUT AND M4 TCH EXISTING FA VEMEN T ,,- EXIS77NG EAST lol� BOUND PA VEMEN T 0.45' TYPE XACSTREET SECTION TO MATCH EXIS77NG AS REFERENCED ON 0.65' CL2 AGG BASE "'STREET IMPROVEMENT PLANS - WHITE LANE',' CITY PROJECT 1.5J NA 77 VE VE®95X NO.- T4048, DATED NOVEMBER 29, 1995 SECTION A -A a . ... .. ..... COMBINATION TYPE SIDEWALK \\1 N, PER COB STD. ST -3 I (OR AS DIRECTED BY CITY ENGINEER) REMOVE EXIS77NG CURB, GUTTER, & SIDEWALK SAW CUT AND MATCH EXISTING PA VEMEN T EXISTING WEST BOUND PAVEMENT 0.45' TYPE A' AC TYPE A' CURB & GUTTER 0.65' CL2 AGG BASE PER COB S70, ST -1 1.45' IVA 77 VE 0 957. ,SECTION B -B 6.1-1772 [REMOVE SNS] RELOCATE R26 (CA) TO NEW SIGNAL POLE ` b t K16( c j E 2� ... ......: tt wy A 4-7/ ® F EXISTING DETAIL 39 TO REMAIN TO LIMIT LINE 11+00 O WHITE LANE 12+00 �r NY i Fw s: - ALL STRIPING AND PA CEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CAL TRANS STANDARD SPECIFICA TION PTH-02ALKYD, UNLESS OTHERWISE NOTED - ALL CHANGES TO EXIST/NG STRIPING AND APPL/CAT/ON OF NEW STRIPING SHALL OCCUR IMMEDIA TEL Y PRIOR TO SIGNAL TURN -ON. NO ACCESS THROUGH THE NEW ENTRANCE TO THE SCHOOL WILL BE PERMITTED UNTIL THE TRAFFIC SIGNAL IS OPERA TIONAL AND ACCEPTED BY THE CITY. CAl,?1HYV UL MIL JY STA. 11+89.21 TO STA. 12+79.21 SCALE:la t 20 10 0 20 44F f#-"'* 1 11.1-1772 WZ1111A wffAffffzllllA 'a, al -$- NEW STRIPING - ®DENOTES CAL TRANS DETAIL NUMBER FURNISH AND INSTALL TRAFFIC SIGNS## PER C.O.B. STD. T-2 LL INSTALL 12" WHITE LIMIT LINE RI -1 N STOP R5-1 N DO NOT ENTER CY INSTALL YELLOW HIGH RISIBILITY CROSSWALK PER DETAIL; SEE BELOW R6 -1(R) N ONE WAY (RIGHT) PATTERN TO BE APPROVED IN THE FIELD BY CITY ENGINEER R26 (CA) N NO PARKING ANY 17ME ® REMOVE EXISTING SIGN/PA VEMENT DEL INEA TION AS SHOWN R26(S) (CA) N NO STOPPING ANY TIME SNS N STREET NAME SIGN ® PAINT MEDIAN NOSE YELLOW INSTALL BIKE LANE ARROW PER CAL TRANS STD. RSP A24A INSTALL TYPE ZZ (L) ARROW PER CAL TRANS STD. RSP A24A INSTALL TYPE ZT (R) ARROW PER CAL TRANS STD. RSP A24A INSTALL TYPE -W# ARROW PER CAL TRANS STD. RSP A24A INSTALL BIKE LANE SYMBOL (WITH PERSON) PER CAL TRANS STD. RSP A24C ® _ INSTALL BIKE LOOP DETECTOR SYMBOL PER CAL TRANS STD. RSP A24C [REMOVE SNS] RELOCATE R26 (CA) TO NEW SIGNAL POLE ` b t K16( c j E 2� ... ......: tt wy A 4-7/ ® F EXISTING DETAIL 39 TO REMAIN TO LIMIT LINE 11+00 O WHITE LANE 12+00 �r NY i Fw s: - ALL STRIPING AND PA CEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CAL TRANS STANDARD SPECIFICA TION PTH-02ALKYD, UNLESS OTHERWISE NOTED - ALL CHANGES TO EXIST/NG STRIPING AND APPL/CAT/ON OF NEW STRIPING SHALL OCCUR IMMEDIA TEL Y PRIOR TO SIGNAL TURN -ON. NO ACCESS THROUGH THE NEW ENTRANCE TO THE SCHOOL WILL BE PERMITTED UNTIL THE TRAFFIC SIGNAL IS OPERA TIONAL AND ACCEPTED BY THE CITY. CAl,?1HYV UL MIL JY STA. 11+89.21 TO STA. 12+79.21 SCALE:la t 20 10 0 20 44F f#-"'* 1 11.1-1772 WZ1111A wffAffffzllllA 'a, al