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HomeMy WebLinkAbout6.4-150 RevisedPROJECT L VICINITY MAP APPROVED BY: PUBLIC WORKS DIRECTOR, CITY Of: BAKERSf IELD APPf�OVAL RECOMMENDED: h OLIVE AND CA LL�WAY I NTE f�5 ECT I O N TAINT PUBLIC WORKS DIRECTOR, CITY OF BAKER5FIELD REVIEWED BY: BAKE f�5 � I E LD , CALI �O IAN IA 0 DATE U G DATE TRAFFIC ENGINEER, CITY OF 13Ar\ER5f IELD DATE HEREBY CERTIFY THAT THESE PLANS AND 5PECIf ICATION5 COMPLY WITH CITY OF: BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPOROVEMENT REQUIREMENTS OF THE ADVf50RY AGENCY OR OTHER REVIEW BOARD. i AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON Tk1E5E PLAN AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF TI105E ORD(NAkI,CES, STANDARDS, AND DE51GN CRITERIA SHALL BE CORRECTED DURING C4N5TRUCT(ON. MAURICE ETCHECHURY, J ° 10 4 TC/f 'fit 4W 0 0 Flo. C 34609 �` Z C n EXP. 6-30-2007 � cl �vl cw CAI. RCE# 34609 LEGEND ABBREVIATIONS POVC POINT ON VERTICAL CURE PL PLOWLINF BVC BEGIN VERTICAL CURVE CL CffNTERLINE EVC END VERTICAL CURVE ELEV ELEVATION PI POINT OP I NTFRF5FCTION BCR BEGIN CURB RETURN PL5T PI LA5TEK SCR AND CURB RETURN PRC POINT OP KEVER5E CURVATURE BC B�GI N CURVE PCC POINT OP COMPUND CURVATURE 0 K f-C END CURVE TIC TOP OP VURB PIVC POINT Of INTERSECTION TP TOP OP PAVEMENT Of VERT[CAL CURVE PC PIN 15H CONVRETF P.O.C. POINT ON CURVE T.O.M. TOP OP MANHOLE P/L PROPERTY LINE R/W RIGHT -OP -WAY E.P. EDGED OP PAVEMENT 5.D.M. STROM DRAIN MANHOLE EX. EX15TI NG A. P. ANGLE POINT PURNI5H * INSTALL SURVEY MONUMENT PER K.C.D.5. DETAIL R--58. a EX15TING SURVEY MONUMENT + EUR.N 15H * INSTALL STREET SIGN PER K.C.D.5. DETAIL R--G 5 . - a PURNI5H * I'N5TALL STREET LIGHT -5800 LUMEN PER K.C,D.5. 5TANDARD OR APPROVED EQUEL. NOTE: 24 HOUR NOTICE IS REQUIRED PRIOR TO START OF CONSTRUCTION. CALL CITY CONSTRUCTION SECTION AT (805) 326 -3029 AND CITY PARKS DIV15fON AT (805) 32G-31 17. 5ENCHMARK: 392.27 CHISELED "X" IN NW CORNER CURB RETURN OF OLIVE AND GALLOWAY n LEGEND (CONT.) I PURN 15H * I N5TALL TRAffff IC 5IGN5 PER C.O. B. 5TD. T -1 9 ,.._.�.w "R I " - STOP "W3 I " - END "R 10" -- ONE WAY "W53" - NOT A THROUGH 5TREET "R) I " - DO NOT ENTER "W53A" - NO OUTLET "R20" NO PARKING ANYTIME "W50" - DOUBLE ARROW "R4 1 " - RIGHT TURN ONLY "W57" - SINGLE ARROW "W3" - TURN SIGN "R8 I " - B 1 KF LANE "R7 * R7A" -KEFP FIGHT "R 18" - MUST TURN RIGHT D CONSTRUCT STORM DRAIN PER COUNTY 5TAN DARD5. D CONSTRUCT STORM DRAIN MANHOLE TYPE " " PER K.C.D,5, DETAIL -� CONSTRUCT 4' -0" WIDE OPENING DROP I N LET PER K.C.D.5, DETAIL R -59 .._._ .._.. SEWER. - RFFffR TO 5ffWER PLAN5. 5 SEWER MAN HOLE -- REf ER TO SEWER PLAN 5. TRACT BOUNDARY ............_._.._ PHASE BOUNDARY CITY /COUNTY LI MIT5 ----------------- RW CON5TR.UCT 26' BOTTOM WIDTH DRIVEWAY W /3' WING5 PER K.C.D.5. DETAIL K -44 (UNLESS OTHERWISE NOTED) SKEET INDEX �I TITLE 5Hffff.T 0 RI � 92 AY DETAIL SHEET WALL PLAN-I)LIVE WALL P ,-CAL o Y MAP SCALE 1:200 N Li C) m � w Q Lu O J Q OLIVff DRIVE v SHEET 2 CONSTRUCTION NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF BAKEKSI= IELD ,STANDARDS AND SPECIFICATIOPNS ALONG WITH THE STATE OF CALI I=O KNIA DFPAKTM FNT Of TKANSPO KTATIO N STANDARD SPECIFICATIONS, LATEST EDITION. 2. CONTRACTOR SHALL OBTAIN ALL NECFSSAKY PERMITS IfKOM THE CITY Off BAKERSFIELD BUILDING DEPAKTMFNT. A PERMIT SHALL BE OBTAINED I= KOM CITY PUBLIC WORKS DEPARTMENT FOR WORK TO BE DONE IN THE CITY STREET RIGHT OF WAY. 3. PKIOK TO THE START OF ANY PHASE Off CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPAKTMENT AND THE PARKS DEPAKTM ENT SHALL BE GIVEN 24 HOURS NOTICE. PARKS DEPARTMENT: (805) 32G-31 17 CITY CONSTRUCTION INSPECTION DEPAKTM f NT: (805) 32G-3049 NOTIFY IF WATER AUTHORITY 48 HOURS PRIOR. TO CONSTRUCTION FRIANT WATER. AUTHOI KTY: (55E)) 5G2 --G305 4. THE CONTRACTOR SHALL REMOVE /OK RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT OF WAY AS DIRECTED BY THE CITY ffNGI NIfER.. 5. CONTI�ACTOK AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB 5ITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF TFH PROJECT INCLUDING THE SAFETY OE ALL PERSONS AND PKOPEKTY; THAT THIS KEQUIRFMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOUR.SF; THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNDER AND THE ENGINEER HARMLESS I~ROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNCECTION WITH THE PI=KI= OKMANCE OF WORK ON THIS PROJECT, EXCEPTING IF OR LIABILITY ARISING PROM THE SOLE NEGLIGENCE OF THE OWNER Ofd ENGINEER. G. UNDERGROUND SERVICE ALE KT SHALL BE CONTACTED AT LEAST TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. I (600) G42 -2444 7. PACIFIC ENGINFff KING SHALL NOT BE RESPONSIBLE OK LIABLE FOR ANY CHANGES TO THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PACI IfIC ENGINE EKI NG. 8. ALL EXISTING IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS GUTTER., FENCING, ffTC.) THAT AKIN REMOVED, DAMAGED, OK UNDERCUT SHALL BE REPAIRED OK REPLACED AS DIRECTED BY THff CITY ENGINEER. 9. HEIGHT OF WALL SHALL BE G'--0" MIN, MEASURED IfKOM THE HIGHEST ADJACENT GROUND. 10. CONTP�,,ACTOR SHALL BE RESPONSIBLE I ~OK CLEARING AND GKADING ALONG WALL LINE. 1 1. WATER.PKOOF SURFACE WITH 114" THICK ASPHALTIC WATEKPKOOF COATING OR APPROVED EQUAL AS PER CITY STANDARD L-8. COAT ONLY THAT PORTION BELOW HIGHEST GRADE SIDE DOWN TO FOOTING. 12. ANY EXISTING IMPROVEMENTS OK UTILITIES REMOVED, DAMAGED, OR UNDERCUT BY THE CONTKACTOR'S OPERATIONS SHALL BE REPAIKED OR KEPLACED AS DI KECTED BY THE ENGINEER AND APPROVED BY TEH CITY OP BAKFKSI~IIrLID AT THE CONTRACTOK'S EXPENSE. 13. G R.O UT ALL CAVITIES WITH REBAK TO TOP O I= WALL. 14. ALL STEEL OVERLAPPING SHALL BE 24" UNLESS NOTED OTHffKWISE. 4" i i G L-Ll 0 uj Im Q � U �If 0 Ll J L V) � W Q U'� 0o 00 Lu u C0 0 .�., Lu ls'o x 7m 0"'), < W Lam. or_,, 00 �x Ln < I m 00 QD � W �C r-- 0 W 0 00 0 N CL. • f •. ••r. ff,4 .....:...:.:.:::: v t d WJrftftft W D 1'4vl& Z z w Li Q z <t z 0 U Cn z 0 u C�d ryz w 0 W I.� 4LA10 dwilli L■6■i M i 2 2' GATE G" CMU WALL 6' HIGH ---%\ TIE INTO ,TING WALL OLIVE WALL 1�LANS NEW CONSTRUCTION TO BE DOWLED TO EXISTING BOX WITH #4 REBAR - 16" O.C. 12" EMBEDMENT. KE5AK ATTACHED TO OLD BOX USING COVART INJECTION ADHESIVE CIA JEL 7000. INSTALL PER IC50 SPECIFICAT►ONS, SPECIAL INSPECTION REQUIRED. HEADWALL FACADE SHALL MATCH 6' BLOCK WALL G' BLOCK WALL ON TOP Off HEADWALL AND ALONG 5LOPE PAVING OLIVE DRIVE WALL PLAN SCALE: 1 `40' (y) ry + .. C) j c- (S) Z LLJ �o 40: 401 391' 391 394 391, T,./ f. 391 K 1 350.00 NOTE: ALL Of ff5ET5 ARE TO THE BACK Off WALL 24' GATE ,50 35(5• �G EXISTING A AT CO MATCH ty �15T�ING�GROUND 24' GATE MATCH EX15TI� 47—, 1 01/011- m a OC 0 0 I+ Nq_ C) 0 M Q) N V-ft rG � ) 0 3 9 1 41 10 tff= A\ 393�O�x\�'(\NG J11111 11 A 8" CMU WALL OLIVE pRI VE ffL 105+00 8" CMU WALL 5EE DETAIL -4 5E FTAI L5 A-4 * 5-4 BC 107 +60.02 108+00 �„ .0 9 � Q) i IN L0 Nk 51__N5' C) SIDEWALK 5FNCHM . ............. .... 392.27 CHI LED lixil + IN NW CORNER Ln CURB RETURN 5TA. 50+70. 13 (Calloway) 109+00 1,10+00 INT. OLIVE GALLOWAY 00 102+00 OLIVE DRIVE WALL PROFILE H. SCALE: I " =40' V. SCALE: 1 "-4' 103+00 104+00 105+00 W4110MOrs itlyAmefts 109+00 LLJ D > .j 0 zz WI AM 402 400 398 396 384 382 110+2.35 110+00 all$ PIP! ETC -Mp. C,34W EXP. 6•30-2007 cl v I L Ott CAV. X &I z � U @1I 0 QL W L Ln 00 mct Ln 00 ■ QO 0 0-) x < 0 � 00 Li 19t v Ln < 00 < Li 00 0 Li cn Li 0 0 0 D ry I­_ U� 0 U C�d 0 Li ry D cn 0 LLJ z .aE U ry 0 0,6Z rl_ 0 1- ry u ry ry Ln __j Ln oz 0 (V Ln Ln .� cv .� — c� cis > C) c Ln > Ln N t CL + + U_ 0 LL_ + CL o. �'Iljjjjs) Ln o- A I o- a .� c\1 C) __j I + + + c\1 j __j M j M m CL CL 0 m 0 + W- qt < C) > Ln 0 > C) c) C) + U.J + t%--. C) -w- __j I + C) + C) I < Lu + n 0 A < > > 0 0 LLJ > > < U. < LL_ LL_ < Lu U-i U-i <� Lu < < Lu U-i Z LLJ C) c C) A U_j Ln �, • 0 0 0 7 0 c� N c\j 0 Ln Ln Ln 0 cv �- Ln LU -- At c\1 co 41- �, .� L6 co o , u Ln co LU .00 00001" OOF ------ ---- TOP Of �.. � ___.._.<..._.______._..»_...__. _.. �..._,.._ m». � ..�.__..___..,w...�...�.._.____ ] .,_�__m�._______. w___..._..�._.. -._.. N G AT _, 5_ « f �__.._._._.__. Tw. �m�,.___,___ __ .__._____.__._._.�..r�t' __ -_.__ _... �. �.., .�.�..�..._._,..._._.,.._�._.�i . �_.._.�.._._.N_... �_N.__....b,�__. _ �j ..�. ,o9.._...,_3 ..a._ _..�. ...___.. �_w�_. �. . �,�,,., ._..._..._ _.__....�._^.,__. . .�._ .� ....�_M` _ <w_� . �._____ �_».... �,... r_ __ _..�,_ .. <.�_...�—._.—__..�—._- .. .Y; .....4�._ .�T_. TOE." 3e3.9.y E� WALL 4 ss { 1`' of . 13 -- oe- . . ..... ry 3 0 t2 b Q51- TOE. 39 1.0 5 _ r�.� +� ter."' T_Q .3.1.- -- 1 __4 FL � � f � r 0 � , –� T ------- ---- 4-- T - --------- L _T ------- 102+00 OLIVE DRIVE WALL PROFILE H. SCALE: I " =40' V. SCALE: 1 "-4' 103+00 104+00 105+00 W4110MOrs itlyAmefts 109+00 LLJ D > .j 0 zz WI AM 402 400 398 396 384 382 110+2.35 110+00 all$ PIP! ETC -Mp. C,34W EXP. 6•30-2007 cl v I L Ott CAV. X &I z � U @1I 0 QL W L Ln 00 mct Ln 00 ■ QO 0 0-) x < 0 � 00 Li 19t v Ln < 00 < Li 00 0 Li cn Li 0 0 0 D ry I­_ U� 0 U C�d 0 Li ry D cn 0 LLJ z .aE U STA. N� I NT. OLI GALLOWAY WALL 1� LAN S 402 400 398 396 394 392 390 388 386 384 382 j � i SAFETY FENCING p I � % � � REFER TO FRIANT WATER USERS AUTHORITY O I % ;' DRAWING # FWUS -94- 100 -2 13B + O Ir � °� 9 1 I- fG ! �a 3 MATCH �45TING 3e 1.31 FG 3 1.1 � ` MATGti FX�5'TING 51-511 SIDEWALK 8" cm V WALL � / I &HIGH c \� 8• CMU WALL CL r) -.--� z < U-i n C) +- n LZ - co �� z Q U-J LLJ Ln {t �n > z < Ff LLJ w!; c� 3 5,97 • w �- Z Ln w It F • Ln __ �K -11, - 51+00 50+70.13 52+00 GALLOWAY DRIVE WALL PROFILE �3J H. SCALE: 1 " =40' V. SCALE: 1 "=4' 53+00 54+00 402 4 398 -=TAIL h -3 396 394 392 390 388 386 384 382 it.of F. 3 3 1 ETCAo ����v � �cyG �ti6� C 34-60 ?'� ' EXP. 6-30- 7 CIVIL OF CAL 0 �I � Ld t� z 0 W Ln 00 z � LLJ Ln w CD Z � Q ''� z 00 W (.0 uj z0-) x < ry z < Cl") � � � z o 0 ZLLJ c;d 11 Or-olo 00 z Ln mI > W UJ Lj 00 cf') � w um < CD o (10 Lij 00 0 Q Lim � W 4� 004 cN a- Llj NONNI 71-1-- Ff 3 5,97 Lu N7 T TOf r D - - - - - - - - TOf. .3.89.9 TO ry LLJ It F __ �K -11, - 51+00 50+70.13 52+00 GALLOWAY DRIVE WALL PROFILE �3J H. SCALE: 1 " =40' V. SCALE: 1 "=4' 53+00 54+00 402 4 398 -=TAIL h -3 396 394 392 390 388 386 384 382 it.of F. 3 3 1 ETCAo ����v � �cyG �ti6� C 34-60 ?'� ' EXP. 6-30- 7 CIVIL OF CAL 0 �I � Ld t� z 0 W Ln 00 z � LLJ Ln w CD Z � Q ''� z 00 W (.0 uj z0-) x < ry z < Cl") � � � z o 0 ZLLJ c;d 11 Or-olo 00 z Ln mI > W UJ Lj 00 cf') � w um < CD o (10 Lij 00 0 Q Lim � W 4� 004 cN a- Llj NONNI 8 "x2 "x IC "TAN 5PLITFACE CAP 8" x 8" x I C" 7 -5CORF PUTED TAN SPLIT FACE (ONE 51 DE) CONCRETE BLOCK - TOP COURSE ONLY FLUTF5 TO FACE STREET 3 2" x 3 2" PI LASTFR TAN LEDGER 5TON F VENEER COU R5E (TYP. FOR ALL PI LASTER5, 8" x 2" x 16" GRAY 5PL ITFACE CAP #4 CONT @ 32" o.C. 8" x 8" x I G" 7- SCORE FLU T ED GRAY SPLIT PACE (ONE SIDED) CONCRETE BLOCK - TOP COURSE ONLY FLUTES TO FACE 5TRFET #4 @ 48" O.C. CENTER IN BLOCK TO TOP Of WALL STREET SIDE 6 "x8 "x 16" CMU #5 @ 2411 O.C. p CENTER IN 5LOCK o� OMIT MEAD JOI NT5 o @ F. G. 1 #4 CONT. NP. (50TH 51 DES) ALTERNATE LEGS OLIVE PILASTER PROFILE VIEW NT5 LAN D5CAPE EA5 FM FNT .OI1 WATERPROOF 5 U RFAC E TO FG 2" BLOCK CAP #4 CONT 32" O.C. #4 @ 48" O.C. CENTER IN BLOCK TO TOP Of WALL STREET SIDE 8 "x8 "x 16" CMU TO BE PAINTED BONE WHITE ,.._ #5 @24"O.C. o CENTER IN 5LOCK o OMIT HEAD JOINTS o @ P. G. �i i= 1KIIC�HF=n #4 CONT. TYP. (50TH SIDES) ALTERNATE LEGS DETAIL SHEET 8" x 8" x 16" CMU GRAY „ LOT I -10 SIDE i 1-1011 STREET SIDE STONE VENEER # 109 RIVER ROCK AS MANUF'D BY ARROYO STONE CO. (66 0325-9331 INSTALL PER MANUF'S. SPECS. E3 OLIVE PILASTER PLAN VIEW_ LANDSCAPE EASEMENT i, 1 _0kl NT5 WATERPROOF 5 U RFAC E TO FG 2' -6" 8' -0" TALL BLOCK OLIVE WALL DETAIL /,f=1 8' -O" TALL GALLOWAY BLOCK WALL DETAIL NOT TO SCALE NOT TO SCALE (2) 1211 x 12" C( WITH "PA5EC TAN -G R:A� 8" x 8" x I G" C WATER PROOF WHEN RETAININ( EXISTS (UP TO 1 CON( MANUFACTURED 8 8 "x8 "x I6" CONCRETE BLOCK HORIZONTAL STEEL IN WALL (5EE WALL SECTIONS FOR DETAI L5) VARI F5 551-Go' VERTICAL STEEL IN WALL (SEE WALL 5ECT105 FOR DETAILS) COLD JOINTS rrvP Fe C;inFN #4 REBAR (TYP 2) 2' -G" 5Q. CONC. FOOTING (2) 12" x 12" CONCRETE BLOCK GROUT CELLS W/ REBAR ROCK VENEER FINS111 �C GALLOWAY PILASTER PLAN VIEW VARIES — LAN DSCAF'E AREA Px 2% 2�° OLIVE DRIVE CROSS SECTION NT5 21 —Gk 8' -0" TALL GALLOWAY PILASTER DETAIL NOT TO SCALE NT5 ST CANAL Rw 6'8" HIGH ESMT BLOCK WALL 30' 2" BLOCK CAP #4 CONT @ 32" O.C. �. #5 @ 40" O.C. CENTER IN 5LOCK TO TOP OF WALL STREET SIDE C "x8 "x I C" CMU TO 5F PAINTED BONE WHITE #5 REBAR A I G" O/C -- #5 @ 241, O.C. o CENTER; IN BLOCK o� Q J 0 #4 @ 40" O1C 31-411 LAND5CAPE EASEMENT FINISHED GRADE WATERPROOF SURFACE TO FG #4 CONT. NP. 2' -6" RETAINING WALL - GALLOWAY DRIVE NOT TO SCALE G G L O 1 ii i i i ii a► Ai k. k: i s i END WALL 61* MAX 5rr• . 3' , r t FRO 04 EX. FENCE POST ,. B > >s CONS T. FENCE PER or , .. A NOR 7H KERN WA TER STORAGE DISMICT R2 �. ER, q�. Zx CONST NEW CHAIN LINK FENCE AND 32 GA 7E PER FRIA NT- -KERN SPECIFICA 77ONS , CONC &LOCK WALL Wit. � � -,- ..., � � �y�• +,�� V v f`futf Ll/ T AM Y `r i M1 b 1 �''� �y 0 3 5 � 4y,'• �t �v..a�,� t } '.""nY S'. 4 T >. � "+ } �- ..Y' .i i i ,.e h }_> �`d• '3Z ?� 8 'S� i i e. 'i :'S y• 'e•'?!'�,s.. �: f P �'"'P'tt>. e xw,.e.: or.•` ''�. •y?R .ate•;6. :t+.,,..c .,: e,,.<�.+ ^ ,.` ,r w � '�..n ... - „.,. ..n r.. ,r +...: m. .u-wt :..:- :.. - >... �•,>.�....,u....•.•.., .-... a....,::- �...:,. .., .>...- ........., •r .,.<._>M M,., >.,u.,. -- h ,. .. :. r ....err >,• .... ...... .. ... ... ,. .. .. ,.�.• p”. ..i•..,. .•..� -, ., _ F ... ,�.. . ... ..» �y �'� i EXI S 77NG &OX CUL 'R T A� ..�� CROSSING STRUCTURES A CANAL. SEE SEC T TONS FO i LOCA 77ON �i i A Q Z � J J J 31t � -i 39 319 319 S7 3 • a I F yb3K4N4.. I a. z i qa k�j '1 .t .uNit �Y z a> Fs- a. �' 4 F r �y .}.w;sy M4r ,Ux,YC�Wk " �virlFry� r9 ESS/�I REGISTERED CIOL ENGINEER CT e t Exp. 9-30-07, t CITY OF BA KERSFI 0 1501 UXTUN A VENUE CF I CA.01 �' BAKERSF1 ELD, CA 93301 REI�1510N NOEE2," l • 7HESE PLANS PA7E'7 14V ' RI AND R2) ILIA "' BEEN ISSUED LUG` TC R'WWONS I TO WALL AND L4 A i ONS, D WALL A - 1►�C�N TO T�' A L 2 STETS R1 AND 14'� ARE /SL�'D a A RE PLANS FOR OLI 1 " AND CALL O A Y W RSEC 7701. ANY DISCREPENCIES '"TWEN MC '" ' PLANS SqALL SE 9ROUGHT TO 7NE A rTEW ON OF CITY INSPECMRS IBC Tip WCW IN TNIS MEA. J. SHEETS Rl AND R2 CONFORMS TO n4E STRUCM AL SECTIONS AS APMOWD BY 7' E ORIGWAL PLANS. rMESE PLANS ARIE A CLAMMA770M TO TNO` PLANS ONLY. .6AL.NQTE. r TOP OF WALL ELEVA Tr0N DOES NOT INCLUDE THE TOP CAP CONSTRUCT ?ON STAK IG TC D' PE D Y Cl TY '. � r LEWNQ: A WALL ANGLES 1 151 { {t 0.. E� $q> d .� s� t ! �� ..wx"• a � aS4 I{ � r' «. l `n �, � k Y u 7 ° t h i 1 p u \ e� y A V 9' Y *MO•R am Ago 10 mommir - #-03 m :A� P-1, VA - W_ bw DANA S. MUNN NORTH KERN WATER STORAGE DISTRICT DA 7E7 REV. DATE OYESf,7RfliPTfOM BY AP'P*D 6— �0 -6-20-06 33'i /S3�" ffTS R1 Alf R2 AS A PART Or e�.�uAl r ure_ Irrrr i i nr►A 7v�u �r� 7s^c „�' CV File Nome: CALLOWDE Drawn: A F OLIVE/ GALLOWAY WALL PLANS CITY (OF BAKERBFIELD, CALIFORNIA PUBLIC WORKS DEPAR77WENT Job No.: TOKO13 Engineer: CV RI Dote: JUNE 2006 Checked By. CV &40RTH"E`ST CR � (C"N J ` OF 2 SHEETS SEE SNEEM C1—C4 FOR WALL SE`770N EXS7WG CANAL LMER it all -ow fm A txi!, A i 61.221 (VAM,S) EXIS7WG 9OX CtX WR T SEE PLANS FOR BAR LA YtYJT- EAIS7WG CANAL PARAPET 0 min" w &T V/ (r MWL 6r IN PARAPET AAO GROUT (7)r) A BLOCK WALL #AW 6** COWER SEE PLANS FOR ftTAR LA YOU T. EAISIWG CA AL PARAPET j•-05 0 24" OIC AAEW &OCK WALL ammmft"1%, Ex1sr SVEWALK W�ES L REGIS 1EPED Cl VIL ENGINEER 1, � `� C 68 rm 366 Exp. 9-30-07 CITY OF BAKERSP D 1501 TRUXTUN AVENUE BAKERSF/ELD, CA 93301 PLACE CONCRE71E BLOCKS FLUSH AG4;WSr MRAOffTS SA CKFILL CA W TY W 7H SLURRY 14�� 4rw "No mom IImom EMS 7MC A"# TORAW LA SrA 70V PLA 7FVft A-AV RA US CANAL PARAPET *0 0 24" 4 NEW BLOCK WALL wmmmmm%� RIW LOT MX A fify ms FOR LA l'T WORKS File Name: CALLONfDE Drown: JAF OLIVE/ GALLOWAY WA PLAAS 142 Cl I Y OF BAKERSFIELD, CA L IFORNIA PUBLIC DEPARTMENT Job No.: TOK013 Engineer.- CV NO�F�77 -/WEST CODER Dote: JUNE 2006 Checked By.' cv OF 2 SHEETS .� -1 P.9vt � REV151a�NO TES, I. THESE PLANS TS R1 AND R2) HA tE BEEN ISSUED DUE TO REWSIONS ;4­11-1. 44 TO WALL AND 'ATE L OCA 777 NS. 2, SHEETS R1 AND R2 ARE ISSUED AS A REWSION TO THE APPROWED WALL. PLANS FOR OLIW AND CALLOWAY 1WERSECRON. ANY DISCREPENCIES BETWEN THESE PLANS SHALL HE BR UGH r TO THE A T7EN77ON OF CITY IN P 'ORKIN 7741S AREA. S -EC710RS PAYOR TO W J. SHEETS R I AND R2 CONFORMS TO 7HE S7RUC77JRAL SEC77ONS AS APPROWD BY THE 0AYGINAL PLANS. THESE PLANS ARE A CLARIF7CA 77ON TO 7740SE PLANS ONL Y N 0 P Q R G ENERA L NO TOP OF WALL ELEVATION DOES NOT INCLUDE THE TOP CAP C0NS7RUC7ION STAKING TO BE PERFORMED BY CITY FORCES, • - W L E-GEND 39 39 A WALL ANGLES 39 X z w 39 61.221 (VAM,S) EXIS7WG 9OX CtX WR T SEE PLANS FOR BAR LA YtYJT- EAIS7WG CANAL PARAPET 0 min" w &T V/ (r MWL 6r IN PARAPET AAO GROUT (7)r) A BLOCK WALL #AW 6** COWER SEE PLANS FOR ftTAR LA YOU T. EAISIWG CA AL PARAPET j•-05 0 24" OIC AAEW &OCK WALL ammmft"1%, Ex1sr SVEWALK W�ES L REGIS 1EPED Cl VIL ENGINEER 1, � `� C 68 rm 366 Exp. 9-30-07 CITY OF BAKERSP D 1501 TRUXTUN AVENUE BAKERSF/ELD, CA 93301 PLACE CONCRE71E BLOCKS FLUSH AG4;WSr MRAOffTS SA CKFILL CA W TY W 7H SLURRY 14�� 4rw "No mom IImom EMS 7MC A"# TORAW LA SrA 70V PLA 7FVft A-AV RA US CANAL PARAPET *0 0 24" 4 NEW BLOCK WALL wmmmmm%� RIW LOT MX A fify ms FOR LA l'T WORKS File Name: CALLONfDE Drown: JAF OLIVE/ GALLOWAY WA PLAAS 142 Cl I Y OF BAKERSFIELD, CA L IFORNIA PUBLIC DEPARTMENT Job No.: TOK013 Engineer.- CV NO�F�77 -/WEST CODER Dote: JUNE 2006 Checked By.' cv OF 2 SHEETS .� -1 P.9vt �