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Home My WebLink About6.1-1855LEGEND CITY OF BAKERSFIELD CENTER LINE D PROPOSED CONCRETE PAVEMENT CURBS & GUTTER TYPES "A", "B", & "C" EX. FIRE HYDRANT d`.. l-, EX. GATE 4 EX. SEWER MANHOLE it -- EX. SIGN SCo} PROPOSED STORM DRAIN MANHOLE STRUCTURAL PAVEMENT SECTION EX. STREETi.IGHT MANHOLE TYPE "B" FX. TRAFFIC LIGHT •+� - EX. GAS LINE — — EX. CURB & GUTTER -- - EX. WAFER LINE .—_-- -. - EX. TELECOM LINE c--- -X. ELECTRICAL LINE -- u "X SEWER LINE e EX. STORM DRAIN LINE EX CHAIN LINK FENCE —x —x. —x — FUTURF, CHAIN LINK FENCE —x —x —x — PRCPOSED CHAIN LINK r;'NCE. ---- m— PROPOSID STCRX4 DRAIN LINE ----•®-- PROPOSED SAVJCUT '_INE .---- ----. ---- PROPERTY LINE — RIGHT OF WAY ABBRLVIAI IONS FL FLOW LINE TC TOP OF CURB FS FINISH SURFACE GR GRATE NG NATURAL GROUND EX EXISTING BASIS OF HEARING THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CA-FORNIA CGORDINP F"S SYSTEM (CCS 83) ZONE 5,1983 DATJM, DEFINED BY SECTIONS 88CI TO 8819 OF THE CALIFORNIA CUBIC RESURCFS CODE. BENCHMARK THE; CALIFORNIA SPATIAL REFERNCE CENTER C.O.R.S "ARMs", ELEVATION 363,45 FEET (NAAD 88). SPECIAL NOTES: UNDc RGROUND SERVICI ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTOR (811) 24 HOUR INSPECTION NOTICE - PRIOR TO THE SARI OF ANY PHASE OF CONSTRUCTION, THE CITY - ONBFRUCOON INSPEGPON SE331ON SHALL BE GIVFN AT LEAST 24 HOURS NONCE. THE SECTION MAY BE NOTIFIED AT (661)-326-3049. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE NUMBER AND LOCATION Or REQUIRED TESTS SHALL BE DETERMINED BY THE. CITY ENGINEER. DISCHARGE NOTES: PROPOSED CATCH HASIN TO DRAIN TO THE EXAT'.NG 36" RCP STORM DRAIN -HAT TERMINATES A- THE F,.CA DRIVE SUN— DISCHARGE WILL BE NECESSARY TO BLOW OFF THF NEW WELL FOR MMNTFNANCE PURPOSED ON At, ANNUAL BASIS FOR A 2-4 HOUR PERIOD Al A FLOW RATE OF 925 GPM (208 CFS). TOTAL MAX VOLUME OF APPROXIMATELY 222,000 GALLONS (0.68 AC -TT). CALIFORNIA WATER SERVICE COMPANY TO NOTIFY CITY WATER RESOURCES DEPARTMENT AT COW 326-3715 PRIOR TC DISCHARGING WELL WATER 10 THE PROPOSED CATCH BASIN. @STREET CALIFORNIA !S€BAKERSFIELD STATION i STORM PLANS 3403 STOCKDALE HIGHWAY r A = ..---. ..-._ ,S` -_... CONSTRUCT NEW COMMERCIAL DRIVE i EX 36' SD TO APPROACH PER 13 IA SUMP COB STD ST -4 34..UR-P ELECTRIC PULL BOX EX. DRIVEWAY I TO REMAIN REMOVE rXISTNG CONCRETE WALKWAY -..� (APPROX. 58 SF) F TEMPORARY FENCE. BY OTHERS \/y "EX GATES ' 10 REMAIN w EC "NO C' TRESPASSING" _ "r0 SIGN BE o REMOVED z i AIN: 149-130-03 - (POR10N) 1 _ ' —... io CITY OF BAKERSFIELD L EX. ABANDONED STANDARD ..__DETAILS ST -1 CURBS & GUTTER TYPES "A", "B", & "C" ! ST -4 COMMERCIAL/MULTI-FAMILY DRIVE APPROACH TYPE "e" ST- 5 COMBINATION SIDEWALK ST -11 PAVEMENT PATCHES ST 12 TRENCH BACKFILL AND COMPACTION REQUIREMENTS $T-13 STRUCTURAL PAVEMENT SECTION SW -4 MANHOLE TYPE "B" SW _6 FRAMES AND COVERS FOR MANHOLES & CLEANOUTS @STREET CALIFORNIA !S€BAKERSFIELD STATION i STORM PLANS 3403 STOCKDALE HIGHWAY r A = ..---. ..-._ ,S` -_... CONSTRUCT NEW COMMERCIAL DRIVE i EX 36' SD TO APPROACH PER 13 IA SUMP COB STD ST -4 34..UR-P ELECTRIC PULL BOX EX. DRIVEWAY I TO REMAIN REMOVE rXISTNG CONCRETE WALKWAY -..� (APPROX. 58 SF) F TEMPORARY FENCE. BY OTHERS \/y "EX GATES ' 10 REMAIN w EC "NO C' TRESPASSING" _ "r0 SIGN BE o REMOVED z i AIN: 149-130-03 - (POR10N) 1 _ ' —... io BILL OF MATERIALS L EX. ABANDONED APRON, � DATE TELECOM LINE DETAIL W STOCKDALE HIGHWAY ±155 LF - POR. LOTS 1 & 2 STUART PATTESON, R.C.E. 44858 DATE TRACT MAP 1064 '2_"__ i --- 9/,LI/P7 A.P.N. 149-180-21 (PORTION` NEW WELL. I SAWCL:T y r BK 49-03 Q EX- ABANDONED 0R; y nor — �ITy EX' ELECTRICAL AND � �- AEA ` -._--_ --.TELECOM VAULT(S) CONSTRUCT PROPOSED C >' TO BE REMOVED r TYPE. B" MANHOLE PrR EX, DEFECTOR LOOP � E c -C EX. FIRE C.0 S' D. SN 4 1 T TO BE PROOF ED I k. [EX. STORM DRA2N N PLACE J/ frHYDRAPJ'" ELECTRIC,/ + --.CATCH BASIN _'\ EX. BOLLARDS TO BE REMOVED (TYP. OF 3)-1 EXISTING WELL 49-02 TO BE ABANDONED-- BY OTHERS r -r+-'-kl---X_.� SA9.r6 "E 8.54'-'-" �D EX. STREET j C LELECTRI g LIGHT RAW PULL BOX [INSTALL 6` HIGH CHAIN-LINK FENCE 1 PRIVACY SLATS PER FENCE I W r ss / L ONSTR_CT DR PULL BORK� ASSEMBLY DETAIL ON SHEET 2 Ir RCP STORM DRAIN PULL BOX u INS At 3' 3' 17ROP INt "7 t,_ W TH GRATE, CONCRETE BILL OF MATERIALS L EX. ABANDONED APRON, AND CURBING PER DATE TELECOM LINE DETAIL ON SHEET 2 A Z7- /g ±155 LF - POR. LOTS 1 & 2 STUART PATTESON, R.C.E. 44858 DATE TRACT MAP 1064 '2_"__ i --- 9/,LI/P7 A.P.N. 149-180-21 (PORTION` NEW WELL. I SAWCL:T y �3,/',... BK 49-03 Q EX- ABANDONED ELECTRICAL CONDUN' ±100 HE EX. B" WIDE PROPOSED x 10" THICK CONCRETE rTEMPORARY FENCE PROPERTY UNE RETAINING CURB TO BE rBY OTHERS CE -PER SEPARATE REMOVED / / DOCUMENT TRANSFORMER NgOOQ;O' T 152.54' UMDATfON TO BE -FX. HERB Y� STA`T'E ROUTE 99 ONRA P SITE PLAN SCALE: 1" = 20' STORM DRAIN CONSTRUCTION NOTES I. ALL WORK SHALL BE DONE IN ACCORDANCE WTTH CITY STANDARDS. SPECIFICATIONS AND RFOUIREMENTS. THE CITY ENGINEER SHALL HAVE FULL AUTHORITY OVER THE CONSTRUCTION OF THE STORM DRAIN. 2, THE CONTRACTOR SHALL CONPACF TETE" USA LOCATOR SERV!CF Al SIT 48 HOURS PRIOR TO ANY EXCAVATION. CONTRACTOR SHALL OT50LF UTR.I IES' 0 VERIFY IGOAT70N AN, YTPTH PRIOR TO TRENCHING. 3. 11-17 CONTRACTOR MUST POSSES A STATE OF CALIFORNIA CLASS "A" CONTRACTOR LICENSE TO PERFORM "HE WORK CONTAINED WHIN "1HF" PANS AND SPF,;FIC!.'IONS. 4. HAZARDOUS WASTE EXCAVATION. IF THE CONTRACTOR ENCOUNTERS MATERIAL IN EXCAVATION WHICH HE HAS REASON TO BELIEVE MAY BE IOZARDOUS WASTE, AS DEFINED BY SECTION 25117 OF HE 'HEATH AND SAFETY CODE." HE SHALL IMMEDIATELY '3C NOTIFY THE ENGINEER IN WRITING EXCAVATION IN TAE IMMEDIATE AREA OF SUSPECTED HAZARDOUS MATERIAL- SHALL BE SUSPENDED UNTIL T `C ENGINEER Ac,N.ORIZES F TO RE RESUMED. S CONTRACTOR SHALL. POTHOLE AND LOGALED ALL KNOW 'JTIUTY CROSSING AS SHOW ON THESE PLANS AND AS REVEALED BY ''HE. USA LOCATORS AND All. STORM DRAIN TIE-IN POINTS PRIOR TO TRENCHING OPERATION. CONTRACTOR. SHALL VERIFY VERTICAL CLEARANCE BASED ON HTE FIELD CUT STAKES AND NOTIFY THE ENGINEER OF ANY CONFLICTS SO THAT THE VERTICAL ALIGNMENT OF THE STORM DRAIN MAY BE REVISED IF NECESSARY PRIOR TO LAYING OF PIPE. 6, AN OPEN STREET PERMIT' SHALL BE OB':AINED FROM THE CITY 0- BAKERSF!E1D PUBLIC WORKS DEPAR MENT FOR ANY WORK PERFORMED WITHIN ACCEPTED ODELL RIGHT-OF-WAY UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN' APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT OF -WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT, 7, ANY ITEMS IN THE PUBLIC RIGHT--OF-WAY THAT ARE DAMAGED OR DO NOT MFE1- CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPDATING AS PER THE CITY ENGINEER. & MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALT-. BE 4:1, EXCEPT FOR TWO FEET BEHINO THE: SIDEWALK WHERE THE MAXIMUM S_N`E SHAIJ BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHODS 10 PREVENT EROSION ONT THE SIDEWALK. E EX. FENCE TO REMAIN-, w E 0 r— 20 40 10 30 SCALE: '"=20' APPROVED: BILL OF MATERIALS tpl'Y DESCRIPTION NICOLAS FIDLER, R.C.E. 81069 DATE PUBLIC WORKS DIRECTOR 18" CUSS II .RCP STORM DRAIN 1 A Z7- /g ±155 LF - t158 LF .._.....(W v STUART PATTESON, R.C.E. 44858 DATE ASSISTANT PUBLIC WORKS DIRECTOR 6 HIGH CHAIN LINK FENCE WENT PRIVACY S -ATS '2_"__ i --- 9/,LI/P7 TRAFFIC ENGINEER DATE S— VICINITY MAP NO! TO SCALE PROJECT SITE CALIFORNIA WATER SERVICE COMPANY 1720 N FIRST S'HRrET SAN JOSE, CA 95117 SITE ADDRESS 3403 STOCKDALE HIGHWAY BAKERSFIELD, CA 93309 APN(S). 149--180-03 IN & 21 (P) PROJECT DESC;RIPTION DOMESTIC WATER WELL RELOCATION PROJECT DUE TO CONFLICTS WITH THE ALIGNMENT OF THE CITY OF BAKERSFIELD TRIP DEPARTMENT'S CENTENNIAL CORRIDOR PROJECT. NEW WELL SITE REQUIRES IMPftO'JEMEN .S TC THE STE'S FRONTAGE TO CONFORM WITH CURRENT ADA REQUIREMENTS. A STORM GRAIN CONNECTION FOR PERIODIC MAINTENANCE AND FLUSHING ACTIVITIES, AND SITE PERIMETER FENCING. PARCEL MERGER TO BE RECORDED BY THE CITY OF SAKERSRELD`S TRIP DEPARTMENT AFTER THE NEW WELL SITE IS OPERATIONAL PER AGREFMFN1 NO, P0116 C64. • NEW COMMF'RC1AI DRIVE APPROACH PER C.O.B. STD. ST -4 • CONSTRUCT TYPE 'B° MANHCLE PER C.O.B. SIR SW -4 • INSTALL t15 LF OF 18" REINFORCED CONCRETE PIPE • €XHA€J 3`x3' CRO'" +Nk FT PER DFTA31 "A" ON SHEET 2 • REMOVE & REPLACE EX. SIDEWALK PER C.03 STD ST -5 • REMOVE & RFRACF EX, CURB AND GUTTER PER C.O.B. STD, ST -i • INSTALL ±210 LF OF 6' TALL PLAN LINK FENCE • REMOVE ±ICO LF OF 10" RETAINING CURB • REMOVE EX. "40 TRESPASSING" SIGN • REMOVE EX ELECTRICAL AND TELECOM VAULTS) (2 TOTAL) • REMOVE EX. BOL -ARDS (TYP. OF 3) • REMOVE :x. TRANSFORMER FOUNDAHON • REMOVE `X. CONCRETE WALKWAY (APPROX. 58 SF) NOTES . THIS BILL OF MATERIALS IS A REFERENCE LIST ONLY - CONTRACTOR(S) TO VERIFY AND OBTAIN ALL MATERIALS REQUIRED TO COMPLETE THE PROJECT. ENGINEER'S STATEMENT: THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELTF COMPLY WITH CITY Or BAKERSFIELD ORDINANCES, SIANDARD5 AMC DESIGN CRITERIA, AND THAT THEY €NCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED ANA SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUSMTTFO TO THE CITY ENGINEER, P JAMES G ARDINER, R.C.E. 4828E EXP. 6--30--2020 " DATE ` City Records No. ENGINEERING I'I I!�• I f� I'1 � ' • EACH RENAWIN DATE RENEWED BY: BILL OF MATERIALS tpl'Y DESCRIPTION 1 48" STORM DRAIN MANHOLE (TYPE B) LI5 LF 18" CUSS II .RCP STORM DRAIN 1 3'x3' PRECAST DROP INLET W/ FRAME & GRATE ±155 LF CURB AND CUTTER . -R CITY STANDARD ST -1 ON HNEE7 3 t158 LF 58 WIDE SOEWALK PER CITY STANDARD ST S ON SHEF1' 3 1 DRIVE APPROACH PER CIT' STANDARD ST -4 ON SHEET 3 +210 LF 6 HIGH CHAIN LINK FENCE WENT PRIVACY S -ATS 17 TONS A.C. PAVING X0.70) 13 CY AGGREGATE BASE 1.0' 180 OF I SAWCL:T NOTES . THIS BILL OF MATERIALS IS A REFERENCE LIST ONLY - CONTRACTOR(S) TO VERIFY AND OBTAIN ALL MATERIALS REQUIRED TO COMPLETE THE PROJECT. ENGINEER'S STATEMENT: THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELTF COMPLY WITH CITY Or BAKERSFIELD ORDINANCES, SIANDARD5 AMC DESIGN CRITERIA, AND THAT THEY €NCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED ANA SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUSMTTFO TO THE CITY ENGINEER, P JAMES G ARDINER, R.C.E. 4828E EXP. 6--30--2020 " DATE ` City Records No. ENGINEERING I'I I!�• I f� I'1 � ' • EACH RENAWIN DATE RENEWED BY: DATE:.- E �.Vn " 4 �-Py %a APPROVED DY: DATE; ua,:rA r1 Mt.. dl 14 DATE: 8/19/19 PROTECT IFI,. 108919 DRAWER& NO.: BKIt5B1 MT i OF 3 m E �.Vn " 4 �-Py %a p 04 y W Q C� Q a i E+ arsTBrcr: BAKERSFIELD DATE: 8/19/19 PROTECT IFI,. 108919 DRAWER& NO.: BKIt5B1 MT i OF 3 L \ Q U MEDIAN � q a ° 4 n ` 4 SS --_. ---._..M.. 5 SS x J-.0 Cl) GAS GAS REMOVE EX. DRIVEWAY AND E_ CONSTRUCT NEW 19' WIDE ; COMMERCIAL DRIVE APPROACH EX. ELECTRICAL AND (TYPE C) WITH 3' WINGS PER C.O.B. STD. ST -4 TELECOM VAULT(S) TO BEI REMOVED R 12 s� z 19' C �g a yin 0.20% / F -.� .._ -o- 1s1... EX. DRIVEWAY SD E� SD Pa - x Sa. 4 -1 W q W ;Ty PEDESTRIAN ACCESS L EASEMENT PER d4[;iZc STOCKDALE HIGHWAY`�.`� 41 a ° a SS GAS' x 343ftr' GAS SAWCUT EX. PAVEMENT 2' OFF OF EXISTING CONSTRUCT PROPOSED GUTTER LIP ffffff C.O.B. TYPE B" MASNWHOLE PER EX. GUTTER LIP EX: FLOW[INE/ 771rl � - r-, 108.9' 1 ��e EX. DRIVEWAY REMOVE EXISTING 3( TO REMAIN CONCRETE WALKWAY 1 (APPROX. 58 SF) J _ ll _• V I' 4 4 I q v dSl bd'3 -_g .-- ._ _..x __.. .. 4 ° x _ PROPOSED PROPERTY LINE TO # _ x BE RECORDED PER SEPARATE �-'�(-" a 6 °f 15 DOCUMENT PER COB a AGREEMENT #PW 18-064 TEMPORARY FENCE EX. GATES BY OTHERS ° TO REMAIN -�- v m m r w "390.bING' 0 0 0 ,I4.2 S31B Z J9AA;Hfr . 55' rL �n 45' EX. DRIVEWAY TO BE REMOVED AND REPLACED WITH SIDEWALK PER C.O.B. STD. ST -5. RAISE MANHOLE COVER TO FINISHED GRADE. MANHOLE FRAME AND COVER PER C.O.B. STD. SW -6. SAWCUT _- PAVEMENT PAVEMENT REPAIR AND_/ COMPACTION PER CITY STANDARD ST -11 REMOVE & REPLACE EX. CURB & GUTTER (TYPE B) PER CRY STANDARD ST -1 (MATCH EX. GRADE) CONSTRUCT TYPE "B" MANHOLE OVER EXISTING 36" STORM DRAIN PER C.O.B. STD. SW -4 w J9Y 1fl�i _ _ 3W6t5 SS -- r 4A5 GAS_..__ ,. F_ - 3 r. - ___ _- l EX. DETECTOR LOOP TO BE PROTECTED IN PLACE REMOVE & REPLACE EX. CURS & GUTTER (TYPE B) PER C.O.B SID.- SAWCUT EX, PAVEMENT ST -1 ON SHEET 3. f� S / "`CCC 2' OFF OF EXISTING GUTTER LIP r �-7- � EX. GUTTER LIP - y i10 7,77 FLOWLIN -v �' ..SJ 1 S 4 l EX. FIRE _, t - ry - �iT a SD - 4, 5`Gn 91YDRANTD; / ER DRIVEWAY SD J EX, 36' RCP SID a - - - _ 4 4 i 7415 U/ EX. STORM RAIN -I, J CATCH BASIN I EX. STREET LIGHT ")i0a zli4U --rs- X. x� S84'X44sS.E 208.54' E(O1T:i..ae. ,T4ortXc I �-�" x�'x� X� _ ELECTRIC REMOVE EX. DRIVEWAY & VAULT `CA ->1N" CONSTRUCT NEW 5.5 WIDE ",a¢nevG R/W x COMBINATION SIDEWALK PER ELECTRIC `T3.9a5hG ELECTRIC =SrP_gwc PULL BOX INSTALL C TALL CHAIN C.O.B. STD. ST -5 ON SHEET 3. PULL BOX 'LINK FENCE WITH J2tt 2_' N ` CONSTRUCT 18" RCP STORM DRAIN REMOVE EX. SIDEWALK & PRIVACY SLATS 36 34395XG 5.66 CONSTRUCT NEW 5.5 WIDE COMBINATION SIDEWALK PER N INSTALL 3'x3' DROP INLET C.O.B. STD. ST -5 ON SHEET 3. x ¢ w WITH GRATE, CONCRETE APRON, AND CURBING PER DETAIL "A" ON SHEET 2 INSTALL 6' TALL x CHAIN LINK FENCE EX. ABANDONED 1 WITH PRIVACY SLATS TELECOM LINE 'I _ii EX. ABANDONED ELECTRICAL CONDUIT )WON" 114l I-ZE • J9Gti5h`G �c POR. LOTS 1 & 2 2100 LF EX. 6" WIDE x 10" TRACT MAP 1064 _-THICK CONCRETE RETAINING CURB A.P.N. 149-180-21 (PORTION) TO BE REMOVED RIGHT-OF-WAY 10, INSTALL 6' TALL CHAIN-LINK FENCE ,,','� W/ PRIVACY SLATS 8. 2' TYP. XOR RCP S=2.07 STORM DRAIN (: INV. 18" RCP PIPE INVERT ELEV. 385.56 INV. 18" RCF ELEV. 385.8E INV. MANHOLE ELEV. 384.20 CONSTRUCT 215 LF OF 18" RGJ-RCP STORM DRAIN CL DETAIL "A" - STORM DRAIN CONNECTION DETAIL SCALE: 1 " = 3' CONSTRUCT 4" CURB ON 3 SIDES OF APRON ( CONSTRUCT 2' WIDE 4' CONCRETE APRON tj INSTALL 3'X3' CATCH BASIN 1 t"WITH BAR GRATING & I CONCRETE APRON INV. 3'x3' CATCH BASIN ELEV. 385.86 NEW WELL rl /-BK 49-03 SITE PLAN SCALE: 1" - 10' Ss 4 4 '' �/ 4 � f REMOVE & REPLACE EX. CURB & GUTTER (TYPE 8) PER. C.O.B STD. ST -1 ON SHEET 3. R rI 225.4' __ JYQ.L42f .38411 EX 36" RCP SD 4° a/ATLyy9T 4 n_ x xx_ - - - . 39RVVNG REMOVE EX. SIDEWALK & CONSTRUCT NEW 5.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. ST -5 ON SHEET 3. x 34Rr1GYC R EX. FENCE TO REMAIN � W L� E 10 20� 5 15 SCALE: 1"=10' NOTES: 9 GA. ALUMINUM TIE WIRES 0 24" APPROX. 1. BARBED WIRE SHOULD BE EVENLY SPACED, POLYMER COATED 12 GAUGE STEEL WIRE WITH 4 -POINT ROUND STEEL BARBS. CONCERTINA WIRES TO BE ADDED IN CONJUNCTION WITH BARBED WIRE AS NEEDED. 1-5/8" O.D. SCH. 40 TOP RAIL 2. PULL POSTS ARE REQUIRED AT ALL ABRUPT CHANGES OF GROUND SLOPE AND AT A TYPE 1 & TYPE 3 LINE POST MAXIMUM OF 300' SPACING ON STRAIGHT RUNS OR UNIFORM SLOPES. / 2-7/8" O.D. SCH. 40 j 3. GATE HINGES ARE TO BE HEAVY, STRONG, MALLEABLE IRON WITH WELDED PIN OR HEX HOLT DESIGN. 3/8"o TRUSS ROD % 4. ALL GATES ARE TO BE EQUIPPED WITH CATCH POSTS AND GATE STOPS TO HOLD GATE AT EA. CORNER / IN OPEN POSITION. STRETCHER AND GATES BAR BANDS 5. EXTENSION ARMS SHALL BE MALLEABLE IRON OR 14GA. MIN. THICKNESS PRESSED i TYPE 3-72" STEEL. #9 GA. -2" MESH CHAIN-LINK, TOP AND 6. END, CORNER, ANGLE AND LINE POSTS TO BE 2-7/8" O.D., SCH. 40 AND 2" ARM CORNER POST BOTTOM TWIST (BARBED) SELVAGE EXTENSIONS TO BE POINTED AWAY FROM PROPERTY. .D 2-7/8" O. / SCH. 40 HORIZONTAL RAIL 7. DOUBLE DRIVE GATES ARE TO HAVE PLUNGER TYPE LATCH AND PADLOCK ATTACHMENT. 1-5/8" O.D. SCH. 40 FLUSH PLATE AND ANCHOR TO RECEIVE PLUNGER BAR TO BE SET IN CONCRETE. SEE NOTE 10 8. DIAGONAL BRACE OF 3/e" TRUSS ROD WITH TURN BUCKLE TO BE INSTALLED AT END, GATE, CORNER, ANGLE AND PULL POSTS. 9. FABRIC SHOULD ALSO BE TIED TO RAILS AND LINE POSTS WITHIN FOUR (4) INCHES GRADE 5 SACK OF THE TOP AND BOTTOM OF THE FABRIC WITH 9 -GAUGE HOG RINGS. CONCRETE 7 GA. SPRING-STEEL-(TYP.) 10. BOTTOM OF FENCE FABRIC SHOULD BE SECURED TO BOTTOM RAIL AND SECURED AT GALVANIZED MIDPOINT BETWEEN THE FENCE POSTS ALONG THE FENCE LINE. BOTTOM RAIL SHOULD 3'-0" TENSION WIRE 3.-0" BE SECURE IN-BETWEEN POLES USING GALVANIZED ALUMINUM EYEBOLT EMBEDDED IN CONCRETE, PLEASE SEE FENCING FOOTING SCHEDULE FOR CONCRETE DEPTH. LINE POST AT TERMINALS 11. CONCRETE USED FOR FOOTING SHALL BE AMINIMUM 2500 PSI AT 28 DAYS OF AGE. (TYP.) END POST 12, WITH HARD GROUND OR PAVEMENT, FENCE MUST REACH WITHIN 2 INCHES OF (TYP.) SURFACE. IF SOFT GROUND, FENCING MUST REACH BELOW THE SURFACE DEEP ENOUGH TO COMPENSATE FOR SHIFTING SOIL AND SAND AND TO DETER ENTRY BY 4 12" EASILY DIGGING BELOW THE FENCE. 10'-0" (MAX.) O.C. 13. THESE STANDARDS ARE INTENDED TO ESTABLISH A MINIMUM QUALITY REQUIREMENT. SUITABLE EQUIVALENTS MAY BE ACCEPTED BY THE ENGINEER. FENCE ASSEMBLY 14. INSTALL PRIVACY SLATS ON ALL NEW FENCES 1. ALL PIPE SIZES ARE OUTSIDE DIAMETER 2. ALL BOLTS ARE 3/8"00-1/4" CARRIAGE BOLTS STANDARD CHAIN-LINK FENCE INSTALLATION REQUIREMENTS (-0•) l U _>S City Records No. ENGINEERING DEPARTMENT IMMIGNS:... a1Ta mrt. ❑ FIAT El - El ❑ aL981f4TIC PUT SHEET NO,: BK -35-33 SCALE: AS -NOTED DRAWN BY: DXISE DESIGNED BY: J.NORTHROP TECH REVIEW:.. DATE: CHECKED BY: DATE: dd APPROVED BY: DATE: No. C48280 M DISTRICT: BAKERSFIELD DATE: 8/19/19 PROJECT W.: 108919 DRAWING NO.: BK11531 SRT 2 OF 3 Cl) E_ <11 W Q w a 0 W E� Pa W W ;Ty eq o W � a W � Q � A � E"1 W (� E -I c� m M DISTRICT: BAKERSFIELD DATE: 8/19/19 PROJECT W.: 108919 DRAWING NO.: BK11531 SRT 2 OF 3 2U' R = 95" TYPE A" R- 9S' %0Badus /jam' " ti TYPE "C" NOTES 1. Aa work sha4 cmkrrn to the aP kolk :victims of Ma Staadmd $PaciRn, funs. Stake of G MMj v o6port wort of Tronspatatian, aprowd cmrmf edVoI vd the hMowig Footed nota.• 2 Solinade pha"Im for Tpe A, $, ad C` arts ord,share dap9 be amsbvctad but, to grade ad move secbm Mer cowperian of RX to o depth of 60" blow me X09-0* J. Concrete for curb ad gutter staff be pori 3 had Mu# be wiiiat 25" to 55" store.. 4. Taber tams shld be ser Posed a the a our oda pkxd neat o er abit Wr and sirld nal be lea Mm f5' Mit alt retro surfaced S Tap and tae aha' be &VweAsd moobl, than pm, a Mod &a Mush Akkh 6 Woe ea.1b; curb and gutters ane to be reakeed, as Wasmxtia SW mat aw'Mv coukbctbn dews omawsse chased by me pfy Engines 7 Cp orvk, .shO cadaJs a add'hwu Wool Iver ¢,ward u obtmed flan Me CByEngksa. 8 Coolie shank be mrd No a 400 pi9matd camg capmsM cmgitirg to seeBm 90-7.018 of Me state standar 4gavacalwa, 9. boating metiers at Amb and gutta Mak be seecut of the howls of the area to be ramstmated R x.0.5" �- 15 �- R = 0.5" Li I J, 4 a TYPE R" 24" i- §, R=a5 I l� ° q '4_ I _ *GUTTER %ftw ardy dowad Mae omno d by City Eagme". in WeoAenad piens pints a add,dnts ,vtaP be wesbuctd at 15, ater we. FAoashn jants skd be at sae siva at structure, mrd at Wads of curb realms 11. Tpe 8" curb and quft v he rmptired on ld tpa of streets Wow matter er a eprosdy pwmirted by Me a'ty £room 12 Tpe Walt and gutter is permitted mdY Mae W rawd y 10mrsd by Me Cly 1091 wer. 13. Tpe 4" cwt maybe perndled by Me Cof£a9nm, avid h Who e P and x- - SA r ream *- S 2 xotStwd Suborba Twp -And -Fera -Nat Ase Mhdnurn Lot S'aa) zee. 14. Fae+it fa crab ad gutta casfrtmfron shod axmnem, atad oak. 15 ✓Mwr Lowinwhaag new art ad gutta, Me existing pmwelmi dwd be mart a mhanzm of 10' from the ly of Me gutta a as daatod by Me ply Ergine Povamal - trench Wdths: ...Pao m Worded 4 Fwisn trade . ... ... ASTM D 232! Mab #std h Smihn 6-301 of the State Stondad Specittuahen% +. DPM vmks demoft ab The (a ASTM 01557, Mabod C") hr trent PAW, mender Ma L0: NOTES.* ff hat #vete ars Two Men te, baakff wit 2 ead shay: deal's trots hdeu (UA Sera BookffIrk map to g5%rdetm MwkhB meted wtMk ore me bale alt be true at ,Ditty of Me 00dooa / Sbd'w`tkr / Cwhaebr. The umber $` below rd empo tion k v oras fion a \ b9mM The tats send be h aeerdwee dM me rets -street / t&. V 3 ymd bale of orb, aduum 3%4' 100 (a ASTM 01557, *Mod G). Zox t out the anter 1,0' of the,- No .p 201-100 6. Each tiler of backs matmel dank meat the capatias TRAFFIC MDFX DEPTH mesa ase, ate k akea ON,......... '- folw he plm:d - 30 - 50 1.T' Me d]sthg, -*led romli.y Os ldgynest ate yds Each Myo dank be Mooughf, amp- 7 for poward Paid. Mork paced mew see stabow / 55- 6.5 TY 7.0 - 80 20' hrp.satents Property amyatd to W4%ve pear to p cw*g RPI tnP1'A1 CilfiAit: 85 a7 AM 25' 84,01 mopaatd to AX rekthe x mtd mutein ata& cot axone as _ canpodion h t oMw awns 3 \: i t0 A+M ggrrurlfirmt ftw Gall £age.; fate wCm ma'udng _ ........ s= Baeksofcorwoctd to 90% ............_reot+Yo ho of :wmd k mi kow eer amt V h, the Stmdwd 5prefimma Th.` canna(e eorfm bird gQ rekAw caryation � Ba" k aye zee carpnatd = "e sort . rroter m 5fmawo Ae'a T-24 m. �wwa by Cny Ceiba, - to= refotiw canpoctian. San 1& A ! Ar 7dttr ;1 / type That of ppa zam shale be L0' eboce mo MB ape 'h via pakm a el r eepe orb tale be tv smut x edict al 8 F.ornsirp put r r mater4 ale' cassut or ea- jar. of tlo of am ba4 m Me wtsik darts Dueamheer zee to canlanr to safes 1, 2 .w S _ d pkw ad pile. and S � \ :....... IL IF�I�-�I ++ Four pudic ahoks, tmsbalhn \ mgnremafs a per Me Wbek r /---Revealing Ufftia CmnnAssrm Casal bdws or 6Bsd Motaid for trench Wdths: ...Pao m Worded 4 ag F7eaMAe a per hef It of backed m minds Aid be h acea'dmce Mm Me ASTM D 232! Mab #std h Smihn 6-301 of the State Stondad Specittuahen% CLASS I BEDDING (a ASTM 01557, Mabod C") hr trent PAW, mender Ma L0: NOTES.* ff hat #vete ars Two Men te, baakff wit 2 ead shay: L iToakt for Rlgr'd Pipe. 5 CwWkv tests vii be mqukad and Sint be Me mapms- MwkhB meted wtMk ore me bale alt be true at ,Ditty of Me 00dooa / Sbd'w`tkr / Cwhaebr. The umber de'etewws re aW and she# hew a Sued £aAdat of out ad hath, of Me tats sht be detaxnd by Me CH, Mas Mm 20 and alt. cafan to the fv owbg graft b9mM The tats send be h aeerdwee dM me rets -%. S&e Tara tango Pa"d9 Mord he Secthn 6-101 of tee Stab .Standard Spedlkattas 3%4' 100 (a ASTM 01557, *Mod G). Na 4 .55-100 1.5' wider No .p 201-100 6. Each tiler of backs matmel dank meat the capatias Me owes rrmboyid AW be pbad h oar to areas, mm sad egrdridaart ad ymhMa rmano nts deme Ma read hot (1.0'Tom) bra% sm be emit, ler woh sure W the folw he plm:d pdte y at a mama a not to dmw,q or dWob Me pye a the edw of owardif a be twj rawmmt patch Windt caaf u, Os ldgynest ate yds Each Myo dank be Mooughf, amp- 7 for poward Paid. Mork paced mew see stabow -led by maalelkd ramping Rod& malaat slop be dawkg ST -12 it this dasgn ued. Property amyatd to W4%ve pear to p cw*g RPI tnP1'A1 CilfiAit: 2 8mkW fix h4he ilk TABLE 'A" Poe had Rings dw# be kettd h aemvdmee with Me narmt A57M *oofttkh 0-2321 Oly Corse Awed k mbea ert maborids "The, Me pbee zee wR be wuddad m iabea IWMh Me ppe bong water 600dng wd,etthg she# not be used kr bvAIN empoetion hr Hebb, ppe. The bedmrg ad bmmtkag char be head pored to Me Sprwg Tem of the aye and psapaY cmryacld Fa moa maks Ilan 1 beMV k mqurmd hr but* ad Aa edikV Cane set be tdle not to dskeou, Be pyo Me womng bockfll h Me ape mite *0 be had ptoW ad armpadd In hafts hot to aaxd 6.0" orialrtma Bake/ moterid Mt 6e prapwty empatd to sprapaw prior to feweed'ng The tallowina shat, appi far trench Wdths: _ PIPE W7DIH Paled IN GREATEST TAMPING CLASS I BEDDING DIMEN90N -"T 6 Dram OR SLURRY w lass 1. a' wider 40 wider � O�tf �f j mW'a mu A yY.a both s7des both sides 1,0' up to 2.0' 1.0' wider 60` wider M� w .Kul of 44, bras of remold ae vaWled ty the Gtr thbeoex both sides both sides 20' ar more 1.5' wider to' wader k dmamea all kcur0a tb Me ntoE t aufhg 6fy WIWIs 'a`ks otSawm drxtwa both sides both sides D1Eeo1m: m- 3 Bad:FW retard drove Me ape mus shay be has E7_a; ofdeletedas,audedowhowadaaemeagSTANDARD4.0'h gelta d dswnsm h d alt be Pled h ret b erred ase felt (f.O'kris) Myers od each later TRENCH BACKFILL .altbe Mmoz9Y7Y wmpoatd by mahapicd fbnrpurgAND COMPACTION T. a unt N/X' a,k . envarent wxwnmeabb h9 411 1.1 Mata, NOTES: Paled SO" seam d rnbe aN,.cwn. -{ 2av, o+w ow ren. -"T 6 Dram .� 04 Reber - N, b.C. batt we,, AW wive of g,V.M - 7 f4 mo e.0? mM 20" wroar, fan ba(ern ofsecreta � O�tf �f j mW'a mu A yY.a ,w77fS t A# awbeaame and mbbrva b t cm ium to the W#Wfk t0 eaters of (afteg aaw emomoc4 bead rmo. w rghVrmm mebas of the � eg6Ned Vte a' f Qast cf M� w .Kul of 44, bras of remold ae vaWled ty the Gtr thbeoex rra urtafms, irmtkns" kaeaRa iarom as $horded IN acban bang rema seek oe o etre of ..0' w tagM ad xmAr4s a wft Oq, ouleond e`6L'a',. dm4 =rya at enatn9 Had a score Ane. paphremal " cats., 2 A mrreut . t YsrnR ewad by ma 00, rt Pulte k dmamea all kcur0a tb Me ntoE t aufhg 6fy WIWIs 'a`ks otSawm drxtwa AbYs &epwtmart moat elamnpay m work mthk Gtr riuhr N+ay Idieyah rtwff be amafnrtd hw IVa- ad A'oss sodi,, and fo ,451' of dp r a M.."hx» by A540 IFS 6ecfrms oar* ,splxd rmr be pawl agafrsf exhtktypa✓an%mt ff k 5roM co*a ou °ren wXh jri %lova of Lee Gly ba ewe 0taw^isa. me beetiaq Xwemt »4di Ee sem uff a a b of ZY ;fan A.CM 17-6`.5T to c c4pBr 0169" hMw lop o7.vbt',m'e. the edw of owardif a be twj rawmmt patch Windt caaf u, 4 E,awra's fir di* egprozN shay amtmm ao the raarirgmmff at me Io tbe Weremote at Stam e, Loa ST $1 SlmSdad.x6a'ttars kr mum aorcrete (mar areenl :M...tLea't of 72 A+rb and ael7a and bey of yprmrt alt to paod .rromOtoiJ J�'D$15/GV rJI. 9Liitl3� enAthq n0 a�i'tIMS Ft(d'SS4 new apprOHIh RPI tnP1'A1 CilfiAit: a eatmeq her rbe CII Knipe r, 5 amine Arms ohd be srfend m Mg x* Bawd Real to Oa' mtd mutein ata& cot axone as amaste and A0,W be lea+ mm LS' bbak 04, ArW q ey.,a o! rmVnawwfmr4tr' fF baxtcpa fere tlk+astzn Md We he whamemaheyjadr N awasete Nee e'ou a Ow a fean= Ndbe Ma boor' of ,nab defvvwdloe 6:. 4mme1B alt hu, MabwaJ ad omit o befit t0 A+M ggrrurlfirmt ftw Gall £age.; fate wCm ma'udng r dier t ev oewy m army be kr 51y for AF ad u-2 +,sass .mss '40ow R Vo0amr�ea fka of tea Wliv aa.pbunu, ho of :wmd k mi kow eer amt V h, the Stmdwd 5prefimma Th.` canna(e eorfm bird IM k$ t eauk wee Abe crsvm3 s WeNed L: k n112' of fid laahf :u. dwS.cwmak d w g4:mxheA "e sort . rroter m 5fmawo Ae'a T-24 m. �wwa by Cny Ceiba, 1 frpmwr y»rM lest cmatruatd of am and of roalr. iibekptd pkth 2,0 &rh% M be dead a veru of aim.0 uVerb tpre9rr.lFn a PetmltleP vMw u sous a tiky to vG et tCfm ad at M nab m(weA4 m . tatod by tore 4Ny fr*W s 'h via pakm a el r eepe orb tale be tv smut x edict al 8 F.ornsirp put r r mater4 ale' cassut or ea- jar. of p I -I k -Wei, make loser 6'fi -)V by Ms 05, Avow Re's�e x14=1 d Mot cP^Rmv M Gra regwbw wrs d the SrrmaaC 5"n+rr7koliam. R S!e rate 491 fm ass ViVidaldere b taVI ,a,adw4 9. off naw gp'¢ , a bens cnushdwj .0'e f to exuth, cap -' M1 gufm gee eietky :orb mrd galla"be axaPm,Ny removed _01= ud teph+'od mt1 rata oeakar tore Iia ant wl tv wa:ea/ NA amstruczun ,.``r. '. < f, n wul a illy, 1_/ Datadwo Me* '',. •.,.,� /.. /�' f/ I l" IF, bat Sur 4 as Detail F - ba wN / It > ~.: r '''..�''�r' One tlo STANDARD e COMMERGALfMUL1"1- EAMILY cwnaw DF{IYF APPROACH -TYPE '@" aaa xrs �.l CITY Or BAKEPA14ELD Sr__4 Standard curb & gutter NOTES: I. Poewmmt shale be Tpe 3 awhdt aaucrete. (AS) meaMg M. r*e rmants of sectile 39 of me State of CoRwn}y 0epafmml d Traspatahm Standard SOMMIntAms; Wood surest cadva mow oMwwise requref by Me City &4nowr. 2. Aggregate bust held be pas # o7wate bog cmfel ig to Sathn 26 of the State Stardad SpeoMeahwj 3 Sbwhvd: s Raw kr ld streets shdi be designed uaog butte »deans k acndace MM the povmms of Sectio 531.2 of Me Subdiwan and bithmag &* Mand. 4. Sod No am held to Me ohngn cda kaftan »Sat be fixrdald by a sob tenting tab"tay float to be stored OW sedd by a homed a ear, S M Whom, AC mkWea h to be a1' Tpe 3 Wepwrr Aggregoto Sox k to be D.4: & A seedy fate of a2 shld be aHdmd h powmest "ietim, Tpe 3 Asphalt Concrete 8. A canpovi m of 9$ shao be obtaild fa a rlrwnwn of 60' blow the puff PPooe. Depth 7' amt be k cmmerae woo Me hNowng two: ffoa& hdo, " T ' 30 - 50 LT' 55-65 LS' 70 - 80 T.0' 85ymae 25' 9 Fm Asphdl Pow,/ Motes hes SbmaW `.paced ProIme; A odd h Me .-Mears. Design Mend Cab d Gutter pa SIX&V Alto ST -1. Pow saattyda>prer Serax flet* � Waakatsed Plose�' � � .. t i NO Sam #a Whole EIP-we doht z `ale .. the Ido' to i� `-19"met of AAas nfaxatna A*-of-th I 1 Mow mad rkht see Ndta P. *45'm t beat sheet; men owntual haved by Me (Ayb000r 65 m ld obblid mad ad a t idol Orwah eat ao I dpsmt to se4#9a'% or Mallow or ae afharehar deacfd by has CQ theater 1. A4 had herhad, ded Manor, ba the wextene of Me opedloomber aMtted State ofchublax Aloabneot of TramopAsTyE. trawled *Mftt&Vo" hwe awz hear es Sbadmd Bare rob w ,, vona t tky WPTW r mova. 2 A neat Street Pah? must by Me AD of Ratan P.* Werk Arwon t most Worn my a Work WOO, Ma tYtYd�hwl-wap 3 &ty% a Ao6 be ammWNed have M inne ad ease satho and cmfycdd to =of reaftbe dry dwrsty ane &Waked by ASAI 0-1071. a *M of 60" how foo of abgtoda 4. 0morMa hr .*04 alt wnAwm to Me nwebo da of the Shmnkrd 4"A.RSne Ar .em secs,. I.A. coe ut aa,Mnt m w5 m/an yd). cmawJa eros arlrr� el lac'thas arms pert' Worar a Daiwa Ian & pry Egkar. 5 Wev I me shale to sortWoof as the How pram' need to Me wasetn me AW he not an Mae 1.5 Mark aSw ting Wheat. Fame how sobirhil shoor be "Had wandater prkr to peamewt of cobeervita 6 &mmte buboes aro$' he lahmat meaft, behalf and Mea Sia o 4W beewe Rtmet. d woad ArIb era due ra'dw a boommp�gpabooke, of WideStaff abut dreg amthwooran .saldthwhe meal uou No do, mopmar, is appow R Lamm pets shed' be wed at foomo of 9baxtur g at *at at a b when, Net at hit over maw& w Wadras7 peals Iswb; Zo' a6g3 d%4 ee meed t lay ahowl eM 00' deep xewe mob at SP' pbrrde. Top THEW 8 Eowma pot her notate afo caused of peatm eed shits of bra, nzAat etmpwAd Mak Gathers to Me -"armaw, of 4'.v semdnK 4hadiawtkos 9 Se".taa of ookfi g s7dewdt hem Memo kit r el sine# be sasval at Me That, of ren ad a okided by Me Aly €umwe Me met'he &4 Awawed sSoM be a mfr. of SO' k do aed seewo With ek7dhg pml m swat hi a Rmboemeot SW amfmn s dr ash, ad taatger to the adpoat eteft owAlwntL MAN oMaA7x gaated 10. Cvomfros AWWO da h r Wed at hlamctr n, had bus AW a t a#ail had speck, sheets had my he vote of cd-&- over and knudin w About shse&. Ale ata aces of cowbsi Am waa d4 are s bpct m Ma OWOW of on 0(y e: 11. Any dowidn bran staWorn m A7M, cent of aMalde %W w'9 soh bis` 0XV10, ken Me my threat 12 Trgaetm, h mad tees must be. appvtm 0 Me chy EV -t• IS AAi*,A roubta im stew CM* web abrupt reme mats fa AOA `w shouted dawkg SW -6 Ar from and cow detak The Low portions of to mv)a -ad outgtag sews tab be rsmLoad out The b-m4a a* SW be poe arai aaaM Win cement meta. Arbte: PUC. sko ,rot to be poured std povkg 7s n plat. 4 567' MANHOLE SECTION pas 2 Padfmd Cawnf Coacrete Cam mrd Fadi b matt Same adyxeut pasemat. E.** Pentland Cemmt ° z Concrete 3 o" a Q Swat Morena' It read) PATCH IN CONCRETE SURFACE SECTION 1.1 Mata, NOTES: Paled t AM wmk sht cabby. b the gnlliea* mations ¢F. of Me spec/M.nikns aWd traded .I9wfwatimrs '>Qr Safe of Dfifeaig Department of Tmnspmtdmd; Wro d current eb'8a. 2 tixtm shop cmdst at ole part Po tied Cahoot ad hro pmts of dew, via# graded and rk1s�,�••�i• BiaeoM, 3 :heals sed be Red rite abettr ad undo, Neared _ Notes. or NOW an ersme of aye g0' Die. 4. Pre Lal rehlacd marble. mckas 56d be - caushatd h aarrdbace with Ms yrosismns of 'movie.- A57M C-474 tuient ed'tAw. �1-I j S Ee ovoira sire dated be hefted h Me iydremo dvChA9 of rhe moi, era xh fflwr posswe or ou ii *KW by the Ary Figmw. 6 All 1masNkns betwea aye hwrts shdl be o amort warped eurhea r, 7 Ale saw n aalaTes; M Nawar /bass Topa tie a r f$" k aw'dw $W be krd AIM e T -Lack' a abA'Owd equal 4 567' MANHOLE SECTION pas 2 Padfmd Cawnf Coacrete Cam mrd Fadi b matt Same adyxeut pasemat. E.** Pentland Cemmt ° z Concrete 3 o" a Q Swat Morena' It read) PATCH IN CONCRETE SURFACE 2625" II _ 2525' - y, "II� 1.5' r= IIjt L375" 325• - SECTION A -A �r 'r l 'i0`e0ic'%. Nbtch lid tofide -Z\ find See rah 11. 8.ek 10" altar 4.0"_P,than P ktim. a1T5 kit % a125- 00, Latabpw fir TO MANHOLE Gauntry of origin NOTES: L Ale home ad mors sot be alerted fur eecmucy of It mad dank be make h ate Wer to ddr'wry 2. Bre seats of Mona cad 6" lees of the row e #+t be mma'rhd her a snot as -tasting 9f bebewa Me ba wstate 3 Costings .ala# be Maagrdy dead and *ped two h a odW-dyk9 ref -Ned" esphdbc cmNuhd kr prpwde a piota4m coating. 4 Ale penes had coves shad be any chat hay five filen mop& sok& hde& swaft mrd rot -amt, mrd dual howa wakmmA#:e Shia Noway kahut ahold be AS X-44. a Coding drank amine, to the prowaous of Me spaftagtias fp• ray-ew aaMrgs send desiplow ASIR A-48 (latest awmnJ pea Na _W 6 Me nhme d Me navavAatumg clawy da be an ere undwdde of the wed.. 7. Madrak. Tame sane WW not lass Aha 121 MA nab more Man 250 M&. Bre cora^ tae woo rot lea Ma 121 MA nab mane Ma 209 Ms. sawox. IT MwA* cows era# how a serf ohmag Ned pit*. Take v*at athamxe approwd by Me Gty burew:. A" S _ECCTION B-& IS' able IT. To' Da. cater hale When 2725` CLEANOUT ho Maddrd AuAaaee 195 AR", Cave. Erase DETAIL "A" 9 Mo 2r0'phtim Were a. Ma hamok Laws M hone are of Me TcWawarg aAwt U7.W or $EAR 10. AasmNyehld be Aw#d Ar boway foadwg of 16 20.44: 11. 2.0"x tA'.dmmmd mot 0.125' dap. ENGINEERING DEPARTMENT REVISIONS: DKTS M. ❑ wua El - mw= sa= ❑ sa'Mdea ae�w e El - PLAT PLAT SHEET NO.: BK -35-33 SCALE: rk1s�,�••�i• ••1��••f•sea.`.°Wwll DRA 1N fir: D.WISE DESIGNED BY: er• J.NORTHROP 'movie.- .-•0s•41. iEI[ �1-I etl":1 R o PROVED BY: DATE: r, e IL IF�I�-�I 2625" II _ 2525' - y, "II� 1.5' r= IIjt L375" 325• - SECTION A -A �r 'r l 'i0`e0ic'%. Nbtch lid tofide -Z\ find See rah 11. 8.ek 10" altar 4.0"_P,than P ktim. a1T5 kit % a125- 00, Latabpw fir TO MANHOLE Gauntry of origin NOTES: L Ale home ad mors sot be alerted fur eecmucy of It mad dank be make h ate Wer to ddr'wry 2. Bre seats of Mona cad 6" lees of the row e #+t be mma'rhd her a snot as -tasting 9f bebewa Me ba wstate 3 Costings .ala# be Maagrdy dead and *ped two h a odW-dyk9 ref -Ned" esphdbc cmNuhd kr prpwde a piota4m coating. 4 Ale penes had coves shad be any chat hay five filen mop& sok& hde& swaft mrd rot -amt, mrd dual howa wakmmA#:e Shia Noway kahut ahold be AS X-44. a Coding drank amine, to the prowaous of Me spaftagtias fp• ray-ew aaMrgs send desiplow ASIR A-48 (latest awmnJ pea Na _W 6 Me nhme d Me navavAatumg clawy da be an ere undwdde of the wed.. 7. Madrak. Tame sane WW not lass Aha 121 MA nab more Man 250 M&. Bre cora^ tae woo rot lea Ma 121 MA nab mane Ma 209 Ms. sawox. IT MwA* cows era# how a serf ohmag Ned pit*. Take v*at athamxe approwd by Me Gty burew:. A" S _ECCTION B-& IS' able IT. To' Da. cater hale When 2725` CLEANOUT ho Maddrd AuAaaee 195 AR", Cave. Erase DETAIL "A" 9 Mo 2r0'phtim Were a. Ma hamok Laws M hone are of Me TcWawarg aAwt U7.W or $EAR 10. AasmNyehld be Aw#d Ar boway foadwg of 16 20.44: 11. 2.0"x tA'.dmmmd mot 0.125' dap. ENGINEERING DEPARTMENT REVISIONS: W 'e -t E F 1 F a � x W {Si O a W � A e A U p� 4 0 V E-1 E" U1 W G� �-t E-+ c� Cn a E- F DISTRICT: BAKERSFIELD BAKERSFIELD DATE: 8/19/19 PROJECT ID.: 108919 DRAWING NO.: BK11531 BUT 3 OF 3 DKTS M. ❑ wua El - mw= sa= ❑ sa'Mdea ae�w e El - PLAT PLAT SHEET NO.: BK -35-33 SCALE: AS -NOTED DRA 1N fir: D.WISE DESIGNED BY: J.NORTHROP TECH REVIEW: DATE: CHECKED EY: DATE: PROVED BY: DATE: W 'e -t E F 1 F a � x W {Si O a W � A e A U p� 4 0 V E-1 E" U1 W G� �-t E-+ c� Cn a E- F DISTRICT: BAKERSFIELD BAKERSFIELD DATE: 8/19/19 PROJECT ID.: 108919 DRAWING NO.: BK11531 BUT 3 OF 3