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HomeMy WebLinkAbout5.1-9757154049 STANDARD NOTES ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD. o THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: S-1, S-3, S-4, S-12, S-14, S-17, S-25, S-26, S-29, S-40, S-41, S-27, PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE 2" TYPE "B" ASPHALT CONCRETE OVER 4" CLASS 2 AGGREGATE BASE, AND 5" TYPE "B" ASPHALT CONCRETE OVER 6" CLASS 2 AGGREGATE BASE FOR ARTERIALS, AND COLLECTORS UNLES OTHERWISE NOTED ( SEE STD. S-25). INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. S-29. KERN CITY 0 COUNTY BAKERSFIELD suuuA. , OF IMPROVEMENTS REMOVE PAVING 65B8 SF REMOVE CURB AND GUTTER 286 LF SAWCU TTING 295 LF CALIFORNIA ,.c. PAVING 1244TONS AGO. BASE CL. II 1`355 CY SUBGRADE PREP. 7571 SY 6" CURB AND GUTTER $154 LF PLANS FOR STREET CONSTRUCTION PARCEL MAP NO. 9757 SIDEWALK HANDI-CAP RAMPS STREET NAME SIGNS TRAFFIC SIGNS STOP SIGNS NO-PARKING SIGNS MONUMENT ENCASEMENTS 9500 LUMEN STREET UGHTS 5800 LUMEN STREET tJGHTS 23223 SF 812 SF 3 EA 3 EA 1 EA 6 EA 5 EA 1 EA 3 EA 1571 LF OF LOCAL STREET 10. 11. 12. TO BE INSTALLED EXISTING INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET SIGNS PER C.0.B. STD. S-40 INSTALL METRO SIZE STREET SIGNS PER C.O.D. STD. S-40 -o- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. ON 16' POST TOP. o INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. ON 28' STEEL POLES WITH 6' MASTARMS. POST TOP LIGHTS MOUNTED ON PRESTRESSED CONCRETE POSTS, TO MATCH THOSE EXISTING IN THE VICINITY. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.D. STANDARDS, ON ALL STREETS UNLESS OTHERWISE NOTED. INSTALL 5.5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH SEWER LATERAL. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. INSTALL HANDICAP RAMPS PER C.O.D. STD. DWC. S-41. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW PAVEMENT GRADE. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-642-2444 6' WING DETAIL i/ CENTERDNE STORM DRAIN TYPICAL CATCH BASIN EXIST. 36" STORM DRAIN-~-~ 6' WlNG ---LIP CURB AND GUTTER PARCEL 9 FLOWLINE CURB AND GUTTER BACK OF SIDEWALK BENCH MARK -USED TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF McNAIR LANE AND RIDE STREET. U.S.G.S. ELEV.=559.67' (USGS DATUM) LEGEND (~) SURVEY MONUMENT L.S. LANDSCAPE LIMITS B.W. BACK OF WALK F.L. FLO WLI N E C.L. CENTERLINE ELEV. ELEVATION NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 526-.3049 COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBIUTY. NUMBER AND LOCATION OF THE TESTS TO BE DETERMINED BY THE CITY ENGINEER. ALL MATERIALS SUPPUED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPUANCE STATING THAT THE REQUIREMENTS & STANDARDS AS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA. AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW HOARD. ANY ERRORS, OMMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CO~Q~CTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS ROGER A. MclNTOSH R.C.E. 55522 DATE APPROVED B'r;: ~W. SCH6L~III,~sEoER DATE EXP. 6-30-97 VICINITY MAP NO SCALE PARCEL 10 / / PARCEL / /~ PARCEL 11 / / - PARCEL 1 2 ,,, / // PARCEL 13 / PARCEL 3 OF PJ~ NO. 9077 PJ~ BOOK 38 PAGE 157 PARCEL 7 PARCEL 1 4 PARCEL 15 PARCEL 16 EXIST. CB_ EXIST. 54" STORM DRAIN- PARCEL 6 6' HIGH LINK FENCE PARCEL 5 PARCEL 4 PARCEL 5 q PARCEL 2 PARCEL ~'cm DISTRICT BOULEVARD LOCATION MAP SCALE: ~"= 200' B.C.R. E.C.R. B.C. P.I.V.C. P.O.V.C. B.V.C. E.V.C. P.I. P.R.C. .345.2 >k BEGIN CURB RETURN END CURB RETURN BEGIN CURVE POINT OF INTERSECTION OF VERTICAL CURVE POINT ON VERTICAL CURVE BEGIN VERTICAL CURVE END VERTICAL CURVE POINT OF iNTERSECTION POINT OF REVERSE CURVATURE STREET SIGN METRO STREET SiGN STREET LIGHT-5800 LUMEN STREET LIGHT-9500 LUMEN TRAFFIC SIGNS: "R1" - STOP "RI O" - ONE WAY "Rl1" - DO NOT ENTER "R26" - NO PARKING "R41" - RIGHT TURN ONLY "WS" - CURVE ARROW "W51" - END "W55" - NOT A THROUGH STREET "W55A"-- NO OUTLET "W56" - DOUBLE ARROW "W57" - SINGLE ARROW EXiSTiNG GROUND TOP OF BANK STREET LIGHT SERVICE LOCATION INDEX SHEET OF_ SH COVER SHEET NEPTUNE DRIVE AND McNAIR LANE NEPTUNE DRIVE AND DISTRICT BOULEVARD DISTRICT BOULEVARD DETAILS Se DETAILS CANNED NOT~S: 1. 2. SEE SEWER AND STORM DRAIN PLANS FOR SEWER PLANS AND DETAILS. STA. 10+00.00 - STA. 12+40.00 PAVEMENT TO BE 5" TYPE "B" A.C. OVER 10" CL 11 AGG. BASE OVER 6" COMPACTED 0.0. TO 95% MAX. RELATIVE DENSITY PER C.O.B. STD. S-25. STA. 12+40.00 - STA. 15+18.00 PAVEMENT TO BE 3" TYPE "B" A.C. OVER 12" CL II AGG. BASE OVER 6" COMPACTED O.G. TO 95% MAX. RELATIVE DENSITY PER C.O.B. STD. S-25. STA. 15+18.00 - STA. 16+78.00 PAVEMENT TO BE 5" TYPE "B" A.C. OVER 6" CL 11 AGO. BASE OVER 9" COMPACTED O.G. TO 95% MAX. RELATIVE DENSITY PER C.O.B. STD. S-25. STA. 16+78.00 - STA. 25+65.57 PAVEMENT TO BE 3" TYPE "B" A.C. OVER 4" CL II AGO. BASE OVER 11" COMPACTED O.G. TO 95% MAX. RELATIVE DENSITY PER C.O.B. STD. S-25. MATERIAL EXCAVATED SHALL BE REUSED AS COMPACTED EMBANKMENT ONLY WITHIN THE LIMITS OF THE STRUCTURAL SECTION FROM WHICH IT WAS ORIGINALLY EXCAVATED. F.L C.L. ELEV. B.C.R. E.C.R. B.C. P.I.V.C. P.O.V,C. B.V.O, SURVEY MONUMENT FLOWLINE CENTERUNE ELEVA~ON BEGIN CURB RETURN END CURB RETURN BEGIN CURVE POINT OF INTERSECTION OF VERTICAL CURVE POINT ON VERTICAL CURVE BEGIN VERTICAL CURVE SAWCUT AND / REMOVE EXIST. / PAVEMENT % AS DIRECTEDx BY O.O.B. ENGINEER / / ~ · ~. /~. ~ y /~' REMOVE AND SALVAGE EX,ST, W55 SmEET SIGN. .% E.V.C. END VERTICAL CURVE PARC~,_ O' PARCEL 9 / PARCEL 11 , / d 14+00 PARCEL 12 CURVE IRADIUS~L~ENGTH ITANGENT ~ DELTA 1 ~o.ob '38.78 z2.63 ~'r58" 2 28.00 23.74 12.63 48'34'24"! 3 522.00 373.69 195.26 . 4 478.00 340.58 177.88 5 49.77 32.89 17.07 ~7'51'4¢" d uJ ++ PARCEL 13 I I PARCEL ! 4 6 P,L P.R.C. + © © POINT OF INTERSECT]ON POINT OF REVERSE CURVATURE STREET SIGN METRO STREET SIGN STREET LIGHT-5800 LUMEN STREET LIGHT-9500 LUMEN TRAFFIC SIGNS "RI" - STOP "RIO" - ONE WAY "Rl1" - DO NOT ENTER "R26" - NO PARKING "R41" - RIGHT TURN ONLY "WS" - CURVE ARROW "W31" - END "W53" - NOT A TNROUOH STREET "W53A" - NO OUTLET "W56" - DOUBLE ARROW "W57' - SINGLE ARROW SEWER MANHOLE STORM DRAIN MANHOLE SEWER CLEANOUT CATCH BASIN NEPTUNE DRIVE 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 370 .... , o ........................... ,~ · , 368: !~ ~ · L~ PI:~::)PC:X~ED EAE~'T ~O~NE ~6: ~ . ~o. 'i : : : : :~-~ ~:= ~:~ ~ ~:-~ ~-- ~:~ ~ :~ ~--: ~ ~F : : 362 ' ~ = ~ ; ~ ....... 358 ' ' ' i 356 352 ' 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 370 ~ o 368i ~ ~ ,~ o 366: ,, ~ ~ p ~ ~ ~ .-~ ~XiSTING OROU w m ~[~ ~ ,.., + + ~ ......... . 362 ' ~ ~+ -g ~, ~ ~? · ~g a~ ~ d'< ~'~ : s = 360 ~< ~ 358: :.. 356:. 354: 352: 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 CANNED ic C :Z m 154049 F.L. c.g ELEV. B.C.R. E.C.R. B.C. P.I.V.C. P.O.V.C. B.V.C. E.V.C. P,I. P.R.C, + + NOTES: 1. 2. SEE SEWER AND STORM DRAIN PLANS FOR SEWER PLANS AHD DETAILS, STA. 10+00.00 - STA. 12+4-0.00 PAVEMENT TO BE 5" TYPE "B" A.C. OVER 10" CL 11 AGO. BASE OVER 6" COMPACTED O.G. TO 95% MAX. RELATIVE DENSITY PER C.O.B. STD. S-25. CURVE [RADlUSl LENGTH ]TANGENT I DELTA 1 522.00 526.50 288.10 57'4-7'24" 2 ~ ~8~.1~- 2~ 5747'24" 5 %~%o ~' ~ 90'0'00' 4 36~ ~ ~6-o 90'0'0¢ STA. 12+40.00 - STA. 15+18.00 PAVEMENT TO BE 5" TYPE "B" A.C. OVER 12" CL II AGO. BASE OVER 6" COMPACTED O.G, TO 95% MAX. RELATIVE DENSITY PER C.O.B. STD. S-25. STA. 15+18.00 - STA. 16+78.00 PAVEMENT TO BE 3" TYPE "B" A.C. OVER 6" CL II AGO. BASE OVER 9" COMPACTED O.G. TO 95% MAX. RELATIVE DENSITY PER C.O.B. STD. S-25. STA. 16+78.00 - STA. 25+65.57 PAVEMENT TO BE 5" TYPE "B" A.C. OVER 4" CL il AGG. BASE OVER 11" COMPACTED O.G. TO 95% MAX. RELATIVE DENSITY PER C.O.B. STD. S-25. MATERIAL EXCAVATED SHALL BE REUSED AS COMPACTED EMBANKMENT ONLY WITHIN THE LIMITS OF THE STRUCTURAL SECTION FROM WHICH 1T WAS ORIGINALLY EXCAVATED, SURVEY MONUMENT FLOWLINE CENTERLINE ELEVATION BEGIN CURB RETURN END CURB RETURN BEGIN CURVE POINT OF INTERSECTION OF VERTICAL CURVE POINT ON VERTICAL CURVE BEGIN VERTICAL CURVE END VERTICAL CURVE POINT OF INTERSECTION POINT OF REVERSE CURVATURE STREET SIGN METRO STREET SIGN STREET DGHT-5800 LUMEN STREET UGHT-9500 LUMEN TRAFFIC SIGNS "RI" - STOP "RlO" - ONE WAY 'Rl1" - DO NOT ENTER "R26" - NO PARKING "R41" - RIGHT TURN ONLY "W3' - CURVE ARROW "W31" - END "W53" - NOT A THROUGH STREET "W53A" - NO OUTLET "W56" - DOUBLE ARROW "W57" - SINGLE ARROW SEWER MANHOLE STORM DRAIN MANHOLE SEWER CLEANOUT CATCH BASIN 372 370 368 366 364- 362 360 558 356 354 . :% PARCEL ,~ d d~ d 100.00 FT. VERT CURVE NEPTUNE DRIVE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ,, /~ !1 //' I / ,j///,,,/ / ~f, / I EXIST· CURB AND GUTTER 5 ~ PROPOSED F_AST FLOWLINE ~ .I . ~'/'-7~"~,'~- '' EXIST. 6" WATER LATERAL ....... ,,; ! // i I SAWCUT AND REMOVE EXIST. PAVEMENT. AS DIRECTED BY CITY ENGINEER, REPAVE TO MATCH. W/TYPE N YELLOW ° EXISTING GROUND 552 16+00 17+00 18+00 19+00 20+00 21+00 22+00 2,3+00 24+00 25+00 26+00 372 . ~ · I'~ ~ ,~ I 370 . 368 ' e ia ":~ ' ~ .... ' .... ~ ,> I_< 366 + + ' . o ' 364 · 362 ~ ~ ,~ · 360 : ~ : : : : : : , ~ I : · 56: 352 · ..... ¢+oo ¢+oo o+oo 2i+oo ....... 22+oo .... 3+oo 2 oo 2s+oo ....28+oo SCAN:, F- W F.L C.L ELEV. B.C.R. E.C.R. B.C. P.I.V.C. P.O.V.C. B.V.C. E.V.C. P.L P.R.C. + + END OF EXISTING SIDEWALK SURVEY MONUMENT FLOWUNE CENTERUNE ELEVATION BEGIN CURB RETIJRN END CURB RETURN BE~N CURVE POINT OF INTERSECTION OF VERTICAL CURVE POINT ON VERTICAL OURVE BEGIN VERTICAL CURVE END VERTICAL CURVE POINT OF INTERSECTION POINT OF REVERSE CURVATURE STREET SIGN METRO STREET SIGN STREET UGHT-5800 LUMEN STREET UGHT-9500 LUMEN TRAFFIC SIGNS 'RI" - STOP 'RIO'- ONE WAY 'Rl1" - DO NOT ENTER "R26" - NO PARKING /8"X &'~' "R¢1" - RIGHT TURN ONLY "W3" - CURVE ARROW "W31" - END "W53" - NOT A THROUGH STREET "W53A' - NO OUTLET "W56" - DOUBLE ARROW "W57' - SINGLE ARROW SEWER MANHOLE STORM DRAIN MANHOIF SEWER CLEANOUT CATCH BASIN 16 omoo. ~ ~o. z? ~;; <~ i= . ~ .~ ~ PARCEL 5 ~d PARCEL 2 oo ~jz ~ .. PARCEL I + + CUR~ DATA NO. 1 ~ ~ (~ ~ ' ' R = ~0.o0' Id ~ ~ L = ~7.12' T = 30.00' + ~ EDGE OF EXIS~NG m ~ SIDEWA~ ~[_ __ ~[~ .... 2+00 18" 5,4" RCP - - hs+o6 .... '~9-+oo 2-o+60 ~ ~ 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER PLANS AND DETAILS. 2. STA. 10+00.00 - STA. 12+40.00 PAVEMENT TO BE 3" TYPE "B" A.C. OVER I0" CL II AGG. BASE OVER 6" COMPACTED O.C. TO 95% MAX, RELATIVE DENSITY PER C.O.B. STD. S-25. DISTRICT BOULEVARD SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL STA. 12+4-0.00 - STA. 15+18.00 PAVEMENT TO BE 3" TYPE "B" A.C. OVER 12" CL II AGG. BASE OVER COMPACTED O.g. TO 95% MAX. RELATIVE DENSITY PER C.O.B. STD. S-25. STA. 15+18.00 - STA. 16+78.00 PAVEMENT TO BE 3" TYPE "B" A.C. OVER 6' CL II AGG. BASE OVER 9" COMPACTED O.G. TO 95% MAX. RELATIVE DENSITY PER C.O.B. STD. S-25. STA. 16+78.00 - STA. 25+65.57 PAVEMENT TO BE 5" TYPE "B" A.C. OVER 4" CL II AGG. BASE OVER 11" COMPACTED O.G. TO 95% MAX. RELATIVE DENSITY PER C.O.B. STD. S-25. MATERIAL EXCAVATED SHALL BE REUSED AS COMPACTED EMBANKMENT ONLY WITHIN THE LIMITS OF THE STRUCTURAL SECTION FROM WHICH IT WAS ORIGINALLY EXCAVATED. 4. ALL R-~6 SIGNS TO BE 18"x 24" 572 570 .368 .366 .364 562 .360 .358 .356 .354 552 10+00 ~'-PROPOSED NORTH FLOWl_INE 11+00 12+00 ....... 1'3+00 ........ 14+00 ..... 1'5+00 ...... 16+00 17+00 18+00 19+00 20+00 21+00 : CANNED 151211 52' 60' 44' 2% LOCAL STREET RW R W RW 90' ~ 8' -~ 24' 2% 2% MAJOR COLLECTOR J4' L 2% MAJOR ARTERIAL ~)HI VlDED STREET ALF SEC'nON) NOTES WHEN CONDITIONS REQUIRE OPPOSITE CUTTERS ANY PROPOSED DEVIATION FROM THE STANDARD CROSS SECTION BEYOND THE TOLERANCES CONTAINED HEREIN MUST BE APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. CURB & GUTTER - SEE CITY STANDARD S-1 SIDEWALK - SEE CITY STANDARD S-5 STRUCTURAL SEC~ON - SEE CITY STANDARD S-25 MEDIAN CURB - SEE CITY STANDARD S-36 STANDARD ~,~. STREET CROSS SECTION No,,~c*LE ~ S-27 fool Volu~ . 005903 cu~c Ct~R8 AND GUTTER CURB ANO GUTTER TYPE "~ TYPE "B' ~.OOa3~t c~ic yo~Y ~ /i~ot Foot CURB N~D CUTTER TYP~ 'C" ROLL-TOP Volume -- 003487 cubic yard pe~ hn~o GUTTER CURB AND GUTTER ~s~,_a~ [MAJOR STREET SYSTEMI I MAJOR ARTERIAL MAJOR COLLECTOR LOCAL STREET SYSTEM ~'.~ ~ ~ ~- ~ .I ~. _,~- ,o -L * .J ,z ' ,~' ~ ~' LOCAL COLLECTOR ' LOCAL STREET LOCAL STREET ,L , J_ ,. _L ,o ,_ ,~L ,. L , ~: LOCAL STREET Coa~ercial Alley shall be constructed ~ere multiple ~sidential zonin~ is pro~ed, fllleys prD~:,sed havir,§ Mopes less than 0.5% shall have a 4' co~crete invert. , I.~ ~1 COMMERCIAL ALLEY RESIDENTIAL ALLEY REVISED JUL 'Sq STANDARD STREET SECTIONS CITY OF BAKERSFIELD CALIFORNIA S - 26 ST- I0 COMBINATION TYPE SIDEWALK STANDARD TYPE SIDEWALK TYPICAL SECTION ~. ,. S TA NDA RD SIDEWALK -~ COMB/NAT/ON ~PE ..... STANDARD TYPE or propert~ TYPICAL LOCATION PLAN FOR INSTALLATION OF STREET SIGN POSTS ::"" 1410I'1 ~- ~'-o'--~,':, / '~- I m ;'J ,h:! ' , :1 DETAIL OF SIGN DETAIL OF SIG~ ~OST ~ECIFICATIONS ~ ~ ~unts for plat~ ~aII be ~wk~-H~ins Co.,l~ '""-' STANDARD A,~. ~.~ STREET SIGN ~--~- POST YYPE CITY OF BAKERSFIELD N~ _e~_~ CALIFORNIA $'40 DETAIL OF FITTING FOR PIPE MOUNTINGS SECTION A-A CASE A NOTES CASE C2 CASE C1 LIP DETAIL AorS~ CASE D2 See Note 4 GROOVING DETAIL SECTION CIC DETAIL H JUNE 4, 19~ STAND.~D BJD ~ H~IC~ R~S OML CiTY OF BAKERSFIELD 0 ~ ~ CALIFORNIA S--41 ~ ' "" ':.: Gu~w ~ /..-. :.. ! STEEL PLAT~ DETAIL and /meeaaed m~o GENERAL NOTES, PLAN s/~ ' ~ f~=~--~ ~~ ! Co~h Oasm wa//S shall ~ /ncr~med by 2' ~m i~ { i_ ~~[ ~ 7 W~ curb~/~ exceeds 5~0 ~ r~ s~el pro~fi~ ~ ~r I 3'6" iT ~-- m '~nless oth~wise noted j California, ~rtmnt of Tra~rtation", cu~t ~iti~. SECTION A-A ' q REINFORCING AROUND PIPE JUL '69 STi~NDARO CATCH BASIN TYPE '~ ' CITY OF BAKERSFIELD CALIFORNIA D-14 RESIDENTIAL, LOCAL AND COLLECTOR ~/ Aspholt Concrete MAJOR ARTERIAL, MAJOR COLLECTOR AND COMMERCIAL/INDUSTRIAL STREETS ~ A~halt Concrete / ?¢offic Index "r' (feet) 30 5O 1.0 55 65 15 70 $0 20 STANDARD STREET SPECIFICATIONS CITY OF BAKERSFIELD CALIFORNIA S-- 25 ST-9 uJ F- - "ANNIED - , ~./- 7757 151211 Cost kan er GENERAL NOTES: POLE DIA + 1/16" CIRCLE BASE PLATE DETAIL 4" x 6 1/2" Handhale (]nd cover with 1/4" x 1 1/2" reinforcement ring weld to outside of hole 1/2" 15 NC grounding nut ~elded to inside of pole opposite handhole 12" × 12" x 1" Base plate (see detail above). 4 ASTM A-507 anchor bolts t' x 56" x 4" with hex nut, Javelin9 nut, and 2 washers III P,-, ,/2,, with ~ radius bend I b ~ ~~ r~'~ b PULL BOX J ~ Class B non-reinforced s ,' ~ ~r~ast /oundot,on ~J I Compact backfill to ~2'-0'~ relative compaction or ~- _ ~5 1/~ PULL BOx slurry against undistur Alternate fieldcost foundation, Class B concrete placed against undisturbed 2' 6" - J soil ¢ ore -I PULL BOX DETAIL STANDARD STREET LIGHT MAST ARM TYPE CITY OF BAKERSFIEI,D CALIFORNIA 8T-14 J PL*N / TYPE A CATCH BASIN IN GRADE SAG TYPE A & Al CATCH BASIN ON ~RADE A'1 Cl~r I ~4-c.~+o.b...._ I ..4 L A J GO w,4' GOO W, 6' PLAN TYPE GO ~ GO0 INLET IN GRADE SAG (GO SHOWN) TYPE GO $ GDO INLET. TYPE A CATCH IN GRADE SAG BASIN GRATE INLET AND CATCH BASIN ON GRADE S TA NDARD DEPRESSIONS GUTTER CITY OF BAKERSFIELD CAL,FORN,A S-14 i1I ~- Pattern Letters, Mi& "' Z' Square PLAN . r flL ,oF t SECTION THRU MONUMENT GENERAL NOTES SECTION A-A REVISED JUL DOME HEAD DISC DETAIL Oec~,, le. _~7 STANDARD ~ SURVEY MONUMENT CITY OF BAKERSFIELD U g LU ° Wi m F- qP, ANNED ' 2~ / ) -','1