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Home My WebLink About6.1-1801 Record Drawing:� IF r) OS 0 47 O r7 c u O -r x d .y C) I ,I co 0 �i 00 V U `r (CITADEL STREET AND MARDluRA" U URT) BAKERSFIELD. CALIFORNIA ENGINEER I ,_1 STATE 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 CRIfERIA, AND INCLUDE ALL IMPROVEMEAIT REQUIREMENTS OF J'HE ADVISORY AGENCY OR EITHER REVIEW BOARD, ANY ERRORS OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURNNO CONSTRUCTION SHALE BE CORRECTED AND ALL SUCH CORRECTIONS SHALL BE RIEFFECIE:D ON REVISED OR AS -BU LT PLANS TO 6E SUBMITTED 10 THE CITY ENGINEER. RIVIEW D BY; TRAFFIC ENGINEER, Cl-,' REVIEWED BY: BAKERSFI DA1E ASCISTAN f JL LIC WC) :KS DIRECTOR, Cl"fY OF BAKERSFIELD DATE APPROVED BY, J PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD ---- DATE NICOL.AS FIDLE:R C 610769 KEINt; IVIA K _MEED: TOP OF CGN(,RF_'Tt MONUMENT IN LAMPrIOLE AT THE EAST QI,A2TEP, CORNET Or aEGT!OrJ -Y, 30/28 LYINGNG .. 40 SOUTH OF THE CENTERLINE INTERSECTION OF EAST H -__ I__ TERRACE AND COTTONWOOD ROAD, ELEVATION = 385,41 (USGS DATUM) PER TRACT 6378 PLANS A�J�.:J b {� ry U iJ E `6J �ttii�I�l3 �. NORTH ,F. ST r•- - S THE BEARING Or I`.ORIFI b, 4125" EAST FOR THE ThIE NORTFI Llf`Jt OF THE SOUIH..Ao? QUARTER OF SECTION IOV F T. 30 S. R. 9dE M n.B.� A r ASO BEING G T1E f_ JT E OF EAST BELLE TERRACE) PFR RECORD OF SURVEY NO 3346 FILED IN BOOK 30 OF RECORD OF SURVEYS AT PAGE 1.00 IN THE OFFICE OF THE KERN COUNIY RECORDER'S OFFICE WAS USED AS THE BASIS OF BEARING;' SHOWN UPON THIS MAP. BEING A PORTION OF THE SOUTHEAST QUARTER OF SECTION EITOWNSHIP 30 SOUTHr RANGE 28 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE :;TRY OF BAKERSFIELD, COUNTY OF KERN, SATE. OF CALIFORNIA, MAaTE�tIAL7 _.ST LIST w 6 p( LL00 a : WT . a� STREET I PLAN%,j ESTIMATE)QUANTITIES F R i 0 PLAN L :� IF r) OS 0 47 O r7 c u O -r x d .y C) I ,I co 0 �i 00 V U `r (CITADEL STREET AND MARDluRA" U URT) BAKERSFIELD. CALIFORNIA ENGINEER I ,_1 STATE 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 CRIfERIA, AND INCLUDE ALL IMPROVEMEAIT REQUIREMENTS OF J'HE ADVISORY AGENCY OR EITHER REVIEW BOARD, ANY ERRORS OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURNNO CONSTRUCTION SHALE BE CORRECTED AND ALL SUCH CORRECTIONS SHALL BE RIEFFECIE:D ON REVISED OR AS -BU LT PLANS TO 6E SUBMITTED 10 THE CITY ENGINEER. RIVIEW D BY; TRAFFIC ENGINEER, Cl-,' REVIEWED BY: BAKERSFI DA1E ASCISTAN f JL LIC WC) :KS DIRECTOR, Cl"fY OF BAKERSFIELD DATE APPROVED BY, J PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD ---- DATE NICOL.AS FIDLE:R C 610769 KEINt; IVIA K _MEED: TOP OF CGN(,RF_'Tt MONUMENT IN LAMPrIOLE AT THE EAST QI,A2TEP, CORNET Or aEGT!OrJ -Y, 30/28 LYINGNG .. 40 SOUTH OF THE CENTERLINE INTERSECTION OF EAST H -__ I__ TERRACE AND COTTONWOOD ROAD, ELEVATION = 385,41 (USGS DATUM) PER TRACT 6378 PLANS A�J�.:J b {� ry U iJ E `6J �ttii�I�l3 �. NORTH ,F. ST r•- - S THE BEARING Or I`.ORIFI b, 4125" EAST FOR THE ThIE NORTFI Llf`Jt OF THE SOUIH..Ao? QUARTER OF SECTION IOV F T. 30 S. R. 9dE M n.B.� A r ASO BEING G T1E f_ JT E OF EAST BELLE TERRACE) PFR RECORD OF SURVEY NO 3346 FILED IN BOOK 30 OF RECORD OF SURVEYS AT PAGE 1.00 IN THE OFFICE OF THE KERN COUNIY RECORDER'S OFFICE WAS USED AS THE BASIS OF BEARING;' SHOWN UPON THIS MAP. BEING A PORTION OF THE SOUTHEAST QUARTER OF SECTION EITOWNSHIP 30 SOUTHr RANGE 28 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE :;TRY OF BAKERSFIELD, COUNTY OF KERN, SATE. OF CALIFORNIA, VICINITY MAP NO SCALE BIOLOCICAL QLEARA�CESURVEY h107E. 4LL CONSTRUCTION ACTIVITY, INCLUDING JfAGING, SHALL BE WITHIN THE LIMITS SHOWN ON THIS PLAN. CONTRACTOR SHALL OBTAIN, A COPY OF THE BIOLOGICAL CLEARANCE SURVEY FOR THIS .I Prc01EC1. CONTRACTOR SHALL BE SOLELY LIABLE AND RF�PON$BLE FOR FOLLOWING THE RECOMMENDA110NS OF THE BO:.OGICAL CLEARANCE SURVEY. NO STAGING, GRADING, OR OTHER DISTURBANCE SHALL OCCUR OUTSIDE 1HE LIMITS SHOWN ON THIS PLAN rr, - r }- MAaTE�tIAL7 _.ST LIST w 6 p( LL00 a CL— _ E. CENT ESTIMATE)QUANTITIES F R i 0 PLAN L w m a Cii. z � CO -KEINE DRIVEWAYFL— CHECK AND INoF EC TION FEE CALCULATIONS. � FLGWLLN£ NOT TO BE USED FOR BIDDING PURPOSES. I BEGIN CURB RETURN STREETS �, ECR- END CURB RETURN PNO&UI U' OFN_-2•L[L r'— y of (r) S,- POlPH OF INTERSECTION LOCAL STREET 1,317 LF EC- END CURVE 050 Ar./0,40' A.B 48,987 Sr BC-- SI TE 6" I URB AND GUTTER 2,568 LF :. POINT OF INTERSECTION VERTICAL CURVE CONCRETE SIDEWALK 12,892 SF PCVC- I SURVEY MONUMENT ENCASEMENT 6 EA DVC- BEGIN V6:RTICAI CURVE STREET NAME SIGNS 1 EA � � PRDPO �D cCc" 14 FA v POINT OF REVERSE CURVATURE WHE LCHAIR RAVES SCHOOL SITE EA SCC - POINT OF COMPOUND CURVATURE CATCH BASUN 4 EA POC- POINT ON CURVE I -ED 6FHEET LIGHTS 5 EA GB GRADE BREAK COMMERCIAL .DRIVE APPROACH 652 SF HP- HIGH POINIT SAN%C UT 880 �` --�. C C J 5 ZF < G L r SF ( 0 U (CITADEL STREET) r 1 r 5LLE.,EL_LNp. INDEX, aIT- I IT z I (ctO TITLE SHEET d,.,2 Gti I o (GL' GENERAL SPECIFICATIONS _LYOP" TYPICAL SECTIONS t (. u 4.:Ieaez: - r `t r S MARDI GRAS COURT 5 A zE1 , r III L 1 CITADEL STREET J:1309SBmprovernentar.Blty Approval\atreat PlansU` wg13914-ST Frant Sneet.dwg NATE SLINKARO� I II'I i LFQE CDX SHEET INDEX NUMBER --- DIRECTION OF DRF N GE GCONCRETE MONUMENT I I, LJ,Aa a vs {} 5800 LUMENI STREET LICHT ,O•,CF#12 CATCH BASIN vi/NUMBER VICINITY MAP NO SCALE BIOLOCICAL QLEARA�CESURVEY h107E. 4LL CONSTRUCTION ACTIVITY, INCLUDING JfAGING, SHALL BE WITHIN THE LIMITS SHOWN ON THIS PLAN. CONTRACTOR SHALL OBTAIN, A COPY OF THE BIOLOGICAL CLEARANCE SURVEY FOR THIS .I Prc01EC1. CONTRACTOR SHALL BE SOLELY LIABLE AND RF�PON$BLE FOR FOLLOWING THE RECOMMENDA110NS OF THE BO:.OGICAL CLEARANCE SURVEY. NO STAGING, GRADING, OR OTHER DISTURBANCE SHALL OCCUR OUTSIDE 1HE LIMITS SHOWN ON THIS PLAN rr, - r }- MAaTE�tIAL7 _.ST LIST w 6 p( LL00 a CL— _ E. CENT ESTIMATE)QUANTITIES F R i 0 PLAN L w m a Cii. z � CO -KEINE DRIVEWAYFL— CHECK AND INoF EC TION FEE CALCULATIONS. FIE—DIN FLGWLLN£ NOT TO BE USED FOR BIDDING PURPOSES. SCR-- BEGIN CURB RETURN STREETS ECR- END CURB RETURN U' OFN_-2•L[L r'— y of (r) S,- POlPH OF INTERSECTION LOCAL STREET 1,317 LF EC- END CURVE 050 Ar./0,40' A.B 48,987 Sr BC-- BEGIN CURVE 6" I URB AND GUTTER 2,568 LF PIVC- POINT OF INTERSECTION VERTICAL CURVE CONCRETE SIDEWALK 12,892 SF PCVC- POINT ON VER KCAL CURVE SURVEY MONUMENT ENCASEMENT 6 EA DVC- BEGIN V6:RTICAI CURVE STREET NAME SIGNS 1 EA EVC END VERTICAL CURVE TRAFFIC CONTROL SIGNS 14 FA SRC- POINT OF REVERSE CURVATURE WHE LCHAIR RAVES 8 EA SCC - POINT OF COMPOUND CURVATURE CATCH BASUN 4 EA POC- POINT ON CURVE I -ED 6FHEET LIGHTS 5 EA GB GRADE BREAK COMMERCIAL .DRIVE APPROACH 652 SF HP- HIGH POINIT SAN%C UT 880 LP ! C C J 5 ZF < G L SAVICUT AND REPLACE EX. PAVEMEN[ 5,960 SF ( 0 U (CITADEL STREET) r 1 KEY MAP 5LLE.,EL_LNp. INDEX, aIT- I IT z I (ctO TITLE SHEET o (GL' GENERAL SPECIFICATIONS TYPICAL SECTIONS LL u 4.:Ieaez: - r `t r S MARDI GRAS COURT I CITADEL STREET J:1309SBmprovernentar.Blty Approval\atreat PlansU` wg13914-ST Frant Sneet.dwg NATE SLINKARO� I II'I LFQE CDX SHEET INDEX NUMBER --- DIRECTION OF DRF N GE GCONCRETE MONUMENT r- FXISTINj STREET NAME SIGN {} 5800 LUMENI STREET LICHT ,O•,CF#12 CATCH BASIN vi/NUMBER + PROPOSED STREET NAdE SIGN Yr FrI Vj. PORTER, POE 33440 EXP, LATS. SPPP NOTE IF THE PROJECT IS S'UBaFCT TO THE PROVISIONS OF 'ME NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPOES), A NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACJAFY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014 DWQ AND ORDER 201I 0006-DWQ) MUT 13E FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE HE, BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH PiLI GSNERAL PERMIT REQUIRES THAT A SIORM WATER POLLUTION PREVENTION PLAN (SWPPP) be PREPARED, CONTINUOUSLY I UNDERGROUND SERVICE ALERT CARRIED OIUL AND ALWAYS BE AVAILABLE: FOR PUBLIC INSPECTION DURING NORMAL i OF 80VTtIERNCALIPof2NIA CONSTRUCTION HOURS. WASTE DISCHARGE )DEN PHCATION (V.JID) NUMBER 5F! 5C.382606 - L— HAS BEEN ISSUED BY THE STATE WAFR RESOURCES BOARD FOR THIS PROJECT `r^r� E` erpe� T� OPEN STREET PERad AO rE I AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY Or BAKERSFIELD POJLIC �� \ WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT ` 'J OF ''WAY UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON 1 I \ APPROVED ENGINEER'S ESTIMATE FOR THE WORK PtRLORMED WITHIN TIGHT OF WAY AND INSURANCE AS Rt:Ot1rRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. i 1 T R - e ,iif Ird�F'EC110N NOTE r fi NO CITY INSPECTIONS SHADBE f.I4EN FOR TFIE WORK 1N THIS AREA UNTIL AN [FNGROACHMENT PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. �pIA! TOLL FREE 60772'6lQ AT LEAST TWO DAYS BE. URE Y0U DIG COUNTY I .. _. .. jr _PTE'LE TrRACE CITY 1 PARK EXPANSION SITE UIUP/PIRG ! Y c SITE BELLE TERRACE CITY moi i PARK SITE CITY L/ Cop - C.Da (COUNTY PARK) I I C,IT CI. Y� _ COUNTY PROPOSFID SCH001 SITE •r J,trlarsr+ n )o um nts I S 4GCUrii t IhF Id d Ia ' ( rT15 9 m Urpo at d here n as an'n 1 u hent of Prar s imla e,� 15 r;. >rg rt, of ag, a tod I, 3 tY > )hW1 Inc. ancsn0.f 4c etl .n wrmlC ormpar,fo, dr,oth r"Ii't haut 1Itten aC•honzati0n. COPYRICI11 2017 c) S w 6 p( LL00 a w w m FSS ILVLLz wLia "I w m a Cii. z � CO PARCEL Sd'Wy VO IC t?Z U�Jmm� �.r � 9t7 C !110. 8904 JWS�U O.r�L:1' rr i z � z m r l' z N 2 U i�- j- <•i I U' OFN_-2•L[L r'— y of (r) I �E G-�,•v Iz IT Iz r cZiz 3zra' ui I^9 74 w x I X3 4W50a�SJ-. ?NV (UJ 0 � 1 N co CpLLa OGOOd lol CJ -N- c, zz T w b Iikzz s�oom of 61 0 c z 1 I ��Uui ESQLL,U` Z[r2 � N.> U2 J Lilt9 � CLT'! i <L fl LL_ rN J�bNO.- 2 62 C LIT J < Ow �O xP Lb. N2 n n m LC V TRACT 1761 ZUL VAI LL°�w I ! C C J 5 ZF < G L :. C E m p owu,n O ( 0 U c p f> q r 1 KEY MAP aIT- I IT z I SCALE: V-200' SIORM WATER POLLUTION PREVENTION PLAN (SWPPP) be PREPARED, CONTINUOUSLY I UNDERGROUND SERVICE ALERT CARRIED OIUL AND ALWAYS BE AVAILABLE: FOR PUBLIC INSPECTION DURING NORMAL i OF 80VTtIERNCALIPof2NIA CONSTRUCTION HOURS. WASTE DISCHARGE )DEN PHCATION (V.JID) NUMBER 5F! 5C.382606 - L— HAS BEEN ISSUED BY THE STATE WAFR RESOURCES BOARD FOR THIS PROJECT `r^r� E` erpe� T� OPEN STREET PERad AO rE I AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY Or BAKERSFIELD POJLIC �� \ WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT ` 'J OF ''WAY UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON 1 I \ APPROVED ENGINEER'S ESTIMATE FOR THE WORK PtRLORMED WITHIN TIGHT OF WAY AND INSURANCE AS Rt:Ot1rRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. i 1 T R - e ,iif Ird�F'EC110N NOTE r fi NO CITY INSPECTIONS SHADBE f.I4EN FOR TFIE WORK 1N THIS AREA UNTIL AN [FNGROACHMENT PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. �pIA! TOLL FREE 60772'6lQ AT LEAST TWO DAYS BE. URE Y0U DIG COUNTY I .. _. .. jr _PTE'LE TrRACE CITY 1 PARK EXPANSION SITE UIUP/PIRG ! Y c SITE BELLE TERRACE CITY moi i PARK SITE CITY L/ Cop - C.Da (COUNTY PARK) I I C,IT CI. Y� _ COUNTY PROPOSFID SCH001 SITE •r J,trlarsr+ n )o um nts I S 4GCUrii t IhF Id d Ia ' ( rT15 9 m Urpo at d here n as an'n 1 u hent of Prar s imla e,� 15 r;. >rg rt, of ag, a tod I, 3 tY > )hW1 Inc. ancsn0.f 4c etl .n wrmlC ormpar,fo, dr,oth r"Ii't haut 1Itten aC•honzati0n. COPYRICI11 2017 c) S n s C PARCEL 1 �.r FAA,. !110. 8904 v A\ I IT c r o I o 1 st lol w -N- io I I J � CLT'! i <L fl i J�bNO.- 2 62 LIT J TRACT 1761 I ! :. C ( 0 U r 1 KEY MAP ET- I IT G SCALE: V-200' o � tat LL u 4.:Ieaez: - I L�._ J:1309SBmprovernentar.Blty Approval\atreat PlansU` wg13914-ST Frant Sneet.dwg NATE SLINKARO� I II'I r1 �rr z � n c ti L � N I I - 'J \ f �l WI T r v HE U) co 6 G UJI t } j ' 0 n �b F D Fj 5 LLJr Lu 2 uJ 5 rn c < 4 a ITO uj _oz � I r`v _D , Agency,APpwval .rnp FILE #:15-6 ID T'TIFIr AHON SIAGIP LII OF THE SFATL ARCHITECT OFFICE OF REGULATION SERVICtS _.-. 03-1i 18J94___1 TRACKING /f: 63321-300 SiernP(5): RT PARCEL 1 �.r FAA,. !110. 8904 v A\ I r o I o 1 I lol w -N- io I I CLT'! <L fl i J�bNO.- 2 62 TRACT 1761 I ! sheet No: KEY MAP ET- 356'F__ SCALE: V-200' C.0.E, RF_COR25,_ NUJ. 4.:Ieaez: - L�._ J:1309SBmprovernentar.Blty Approval\atreat PlansU` wg13914-ST Frant Sneet.dwg NATE SLINKARO� I II'I FIT -! = a� aL sect �cx5, aura c� _n r�� c cR`TE PAVING SPECIFi�ATI20Nty rcrY sr��v��t� ��.�TEs .r. .r, c -CALIFORNIA :n AL_ C ON'STRUCTION SHALL CONFORM TO TRIS PI AN THE CA IFORNIA BUILDING CODE CITY C, BAKERSFIEL O t - .-To � TYPE , 2 0 a d I { L J . AS�HAL T CONCRETE SERAIL. 3L 'LYES A `v!COIFIEU FOE? ALI_ ARTER! AND COLOSSI"OR STREETS A I B 1, E r. rT cc ci -CONSIDERED«c , 'dT "-- rS w a N7 THE FOLLOWING TNG CITY OF 9Af.cR3. 17 STANDARD DRAWINGS SHALL BE A PART OF Prizm f kANS. CONTRACTOR z v ra c ��.- - ! MADE Flo. 4037, i_ATES1 EDITION AND STANDARDS PER FAILING T! IER£T0. TF!ESP DOCUMENTS SHALL BE' -- - - ( -. -o u, m F w o P ,A(MOfDTFI'.Dl FOR LOCAL STREETS AND SHALL CO^"r ORhA TO FI$ PROVISIONS IN SECTION 33, `ASPHALT TO OCTANT I ATEST EDITION, JU-"<6-Z9 11N: ESS OTHERWISE PJOTED ' "> � s s � p10'- c I C') P.d .DF. A PART HEREOF. ) T CONCERT TE ` OF THE CAS TRANS STANDARD SPECIFICATIONS AID TFit.SE SPFG'A, PROVISIONS. E , S r- r- F. °"'b _ °� 2. ALL CONSTRUE ZION WITHIN THE CITY RhSriT-OF-WAY OR CITY BASEMEN T7 SiiALL OF IN ACCORDANCE 4i'!?H T m.i [.,tomT r' -E-- 1 T - S AR n. . � _ ,r,, 2. PF{IGFz TO THE ADDIi101\i OF .4SP,1AL1 RINGER, THE COIviBiNEC MINERAL AGGREGATE FOR -EYES A Qv10DIF!EC) OR CITY 5i D. N0. DESCR,P 140P�1 Ci iY STD. NO. DESCRIPTION I � m �w z � >'°'r, A i CUT I` OF B.KERSCIED STANDARDS ..NG STALE. O, CALIFORNIA, DEPAR141Lr.T OF 7RAN 'PORTATION STANDARD - - F0z n'v;0 S7 '- T Js_oo-ot - L •- CONSIDERED T•{PED (MOD! id)) ASPHALT CONCRETE SF,AIJ_ CCP!f"ORAd TO THE REOUIREhdEN7S OF SCC110PI 39-2.0? „•,,, „ „ �- O S?C'1FICATIONIS DATED MAY 200'0- MESE STANifiAFtUS, DRAWINGS A,NPi DETAILS SHALL BE .,JNSIGFRES F', PART >'; - c-_ r"'SUTTER- `t 1 rE zw.0 rr __ w ^� T ` OF THESE PLANS AND THE CONTRACTOR SHAII �` "'' "AGGREF,'ATE," OF THE STANDARD SPECIFi0ATi0IVS FOUR 3/4'• MA;(GV 1M, MOI! ltd GRADING, , ® _I 1 „JAB AND (1 ,PE A : C ,AND t, , [_� ST -17 WIDE CROSS -GU f�R w UT c 3 1 c ¢ _c OBTAIN A COPY FOR HIS {,SI-. w : $ z m u � ,* scwlrlm1 _ S. ASPHALT DINNER FOR TfPE A QJODIHFD) ASPHALT G0NCR Tr AND TYPE H MODIFIED' A\SPHA T CONCRETE Li ST -2 COMMERCIAL DRIVEWAY {;] ST --2 DATED 6rT2/99 P,iCDIFN CURBS `TYPE 'PA" "Mi -1° AND "M-2°) Ts ` u w t x 21 < Lu 3. THE CONTRACTOR SHALL ORTAN AND PAY FOR ALL NECESSARY FERMI IS BEFORE START GF CONSTRUCTION. - a _ - - ,,•, T i v .<., � - ( r IS vt-z�r-Au`uz I � _ _ _ CHAT. BE I C o4 10 PERFORMANCE GRADED AST HAL.,, UNLESS OTHER"vvISE UIRt.CIE6 BY THE CITY EN„ INESR. c _-c - p ,, E T �. r- P m •n ' _ v� "CA, AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFI°ID FOR ANY WORK TO BE ASPHAV - - - - =k � ST „SATED lOJi5 SOMME-�RCIAL/hdULT-Fr?DILLY DRIVE APPROACH ❑ S'F-13 HFddL`iCAP 2ALIPS v o. Q 0 _ L2 -w p � THE AS H.,LE BIiJDER SHALL CONFORM TC THF REQUi tEIAEN TS PJ IrIE TABLE FOR PCRHORMA!JCE GRADED a 0 r_ r - -, rc z A 0 PERFDRdAED IN 'FTC EXI51'fJG, ACCEPTED SIRE` RIGH f -OF 'iJAY. UNLESS SECURES BY P, SL78UIVIS!UPi n r TSINGER,I, o r.., __1 r9 C: ' • r DIE STANDARD ��: " '1 -^I - ^c n� ,- n; • _ n ' c - u z r > u ie + c. w' V) N X AS' H,L.tl � _ T,(N 9 . L 9 ,2. F-"4 F . 'n z t R APPROVED E F c, WORK T, ° E )! ?. _( ), ,DES, J 1.1_ o, CUr!CA HOPIS. 3T R_..,OEhI„_ .,KI\C,.A/ !� ST 2„ PRIVATE DIREST t,,, TE., c; -,v,1 �j CJ AGREEMENT, SECU TTY BASED ON ?.'J APf R)/ -.IJ NG!NE_R S FS TIPAA Tt. OR THF. PiGR' PFRh ORPMED 'ELININ H.q y a as v g6 in `'-1 I - + Y OVDED r T - 4. THE AMIOUNT Or ASPIHALi BIDDER EH 7 'B' MIXED WITH THE MINERAL ' : I-^ n F Y � • -t u w r� � o '- u- STRErI RIGH"T-C" 6 4' . R'r fi 3 D 0 E J E ..RA- 11GOR..°A 12 SHA:{. pf. CFTERM'WF, c r T - c L,c. IF ,1., ( !A ( AND INSURANCE., AS RE dUIRED, SHALL. BE Pr20 ✓LUSO 3Y THA. CONT.A.,TOT, R,CR _ _ 3. IriE %k �. Sl' -5 DATED 1'0/15 COMBINATION SIDE BALK E3 51'-21 REtl13L COn1 TAINER ?AU � � � o- E z � o x' � I C7 N 0 T r - rp r NETIOD ,_ , o D 1TFAt g r ACCORDANCE E evlrll c, (FORT IA r� u� ti 1 c� I T`�l HlJ i6A USING SAMPLES f MATERIALS ISSUANCE OF fi PERMIT. > IE 0 r r TAI PROPOSED - S �. ST- F i -7 rr ,c rr u-cw I II r APPROVED r o JP F D 11 9 ?A /tMr_Pi F r.TU':E5 PT _2 DAZED 1 '71 99 [ rr a -, c FOR USE IN Ir{F WORK. THE M 'UI`J'I OF °H F T _ , TR l,F FI `N .,J . v K 0 ASPHALT BINDER o A..L 9"' Ar RC/I_J B7 IN..,I. EI\GIh'.0-;. / r / N JIENT u.. h U M -CI,JN o z r t iJ r QZ PRIOR w n Pei° "A 'I r" V r. i . ECT NOTICE; .t UR TD THE START OF ANY PHASE_ S CONSTRUCTION, THE ,; IY CONSTRUCTION LI -D ou TO - F WORK, DF "U gFOLLOWINGc PEOWRLMENTS n x a n z �- g oc R w � � JNSPE('TIO>. 5. AT LEASE 4 DAPS �.10R ) THE START C, I}IE :CN FRED FOR SHAII >UE.MS IriF: .OR IH!E [� ST -7 GROES-GiJ1TER.; - _ _ J SECTION SHALL BE OVEN P,T LEAST 24 HOURS NOTICE THE SECTION 6""LAY `3E NOTIFI.;D A` !.,ol)4 [] D-10 SGEWAL't UNDtRDRFIF! �+ ' tic" f -m W w cp 326-5049. Cil Y F`dGiPlEfR REVIEW PDIO APPROVAL TSV E' o s'< a y w %D b a G m C:, ST -8 76 INCH APRT CIRCLE CULVERT c c tg Ec w ', ALS! OF AGGREGATE AND ASPHALT SOURCES. D-11 DRAINAGE BASIN c o . o "' a v r P- c CJ z o <v O 5. IT CR O.,AO OR b R Sr ONSIB_E FOR SCALED DIME::"4SION I DATA ANU MEASUREM -VIS PR THEWIN ?UIINING ST -9 STREET �rrlF'ICAThJN=' ETF r' .- m E i i '^ z o "a � Ul oT U-14 GATED (i '9 CAI., B`ST I T'(P't "1, SITE PRIOR TO CONSTRUCTIOPI. DO NCI SCALE DRAWINGS, 'Po(?Ir 7FPl C!MENSIOPIS D^1 P. -!CSE LRA4^II:J 3 S.•.ALI_ F3, DOCU?dFN Fi F!ONYERIFYC!0 THAT `Flr nGGRECATES TO BE INCORPORATED IN THE VIOR!< CONz 0Ri,4 TO THE rT `-'I /J rl H D' < r z r =� o w Lai Q e IJ,y °+ E %iAVF PRECEDENCE OVER SCALED DIMENSIONS POSTER & ASSO'DAFFS INC. F:I ST 91 NOTELD OF ANY USFE ` r = ^ H 9 Cn E ' F" - r T. -c Si -10 SIRE_, SEC TONS _ yp ,,,=F _ r'-'='0 A'� W o cv U.. REO�,REMEPI S ), SECT ON 39-20 A.,k_Gr f 0. THE STANDARD SPEGHCA TIONS ,4NI� (CSE [j U 75 CATCH-DILL6 T _. A-1° ,� cT V,A,RIA110PIS FROM THE DIMENSIONS AND CCNNTIONS SHOWN BY LESS DRAWINGS. SPEQAL PRO '.TONS. MATERIAL SIEVE ANALYSIS AND SAPID EQUIVAi FNT TEST. `RESULTS SHOULD NOT 9E ❑ 5T -10A GEBE°T SECTIONS o ° a`: o 4` - Tr ,. r^ _ - , OLDER F rP r OTHER T F^ .,L .. F r T _� G-)0 C,J'i T£f? DEPRESSIONS . U L Q a' L LL m u ) O UNDERGROUND I^ CLOER TI N SIX MONIES. AL _?H_rc ,FST R mULTS '" 'F - w u tL �•� A. EXIS NBC UIiLI TY ANN UNDERGROUND EIEFo HAVE BEEN SHOWN ON! THIS PLAN ACCORDING TO AAL SLE A ) L _ SHOOND NOT B._ ODER ?HAN ONE (1) YCAR. fiZ ST -11 DATED 6/99 STANDARD PAVEMENT PATCHES 0�'i tv t T! c r C E T - [� SDN_ '§ MANHOLE. TYPE :NITH DROP CONNECTION yW'on u'%"u N.✓ RF('02DS THE ENGINEER IS N01 RESPONSIBLE FOR POSSIBLE ERRORS OR JMISSQNS THE. CONTRACTOR IS _ O _ Sw� rz < .n T r P[ - - NIX LEGION ^ F ry,'f' ,.nn n. - r'" S7- ' f If '' ', r^a c: c z �. w =- - T - , I E Ir - PTH - ' EF PRIOR - ',ING - C. ALI ASPHAI. CO,J.„trJE NIX LEGION DETER.VIh_I IN -,A„ORD„NCE WITH CALIFOR I ! R X � 11 GET D 6 99 STANDARD TRENCFI BACi(rl__ COMPACTION - >0� CL r R65PGNSIC,.E rC1R 4EV.IFIC�TI JN OF THE LOCATION AND DEPTH Ct Ali- U'ITLI➢�S � 81012 TO BE.GiNtllllG OF r\NY c NIA TES. ..,a1. / r I i "W-5 FRA',AES L_V FLY VA '{ - _r: J _ S Er c.k Nr 0 f R: "LLAVOU TS L � o E r. OCC ON _A90RATOR. (FST rc_SUL. v O a LrITCrI fti-_ Ls UII F. B"S':i) " LIPS - _X a ' r r, F. aHPLL BE SU�rAITT_C dliH -`NE MIX G'"h^,rl �_, -o 2 CONTACTED I.-, .. -n _S X r v NIU UNDERGROUND ,n_ • - F . r• r F ' r RK PRIOR SFRANIT . EER U TION 1-- 0 N Sf ._ SURV'E' M -.J h FJ T i .S ZC_ 127 Jho) SHAII. 3E .,J ,IATA U n( LEAST u10 \ rIG' MAXIMUM r DETERMINED � 1 C Ud_I T 1 T -i STREET o!Gi`L P051 TYPE i v E -"� w WORKING DAYS PRlO'R TO Atd•t CONofRUCT10N OR EXCAVATION. ALO']:" 3:IIn THE 7PEOr%t AL TdA SIrA.IM DENSITY OF THE DESIGN MIX Tht2� fig DF TEGPr,TJEG dY ASTM _ «tv TF. I EG �. _ � r o o,_ D � c� $ D2041. THE ASPHALT CONCRETE MIX STALL MEET THE REDUIREIAFNTS OF SECTION 39-202 "AG34EGATE," ST 1M1 SIRS T _._h (, MAST ARM TYPE � T_3 MAJOR COLLECTOR TRANSITION OiE7= ='Nodi" 7. ANY EXISTING {MPF20VEMEPII'S OR 4/IILITIES THAI' ARE REMOVED, DAMAGES CFt UNO°ROUT BY COri7RACTOR S OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA 5'JBMITTED SHOWN Si -HS CUL -CE -;AGS E'i m ge � in H -'r OPE AT OHS ShA L EF R PAIR f, ^ s E f S ; r r 'r •nT ❑ T-12 d/1NIPAU!A ACCESS DESIGN " < v o w ? w =1 csr L E ED OR REPLACED AT THE .,O,]TRACTOR'S EXPENSE, AS DIRECTED BY THE THAI TH= PAATRIALS ARE SU STANTIA!_Y T'HE SAME AS 'EATEN THE DESIGN JAS PREPARED, ,Hu DESIGN m�QEn Si -46 STREET KNUCKLE ? - w ,".n TGOVERNING r� R F-" f �- Y� Ecw ENUI11<_:'2 AND APPROVED BY riE L„ J�PLlIN., AUTHORITY. MAY E UP TO TI -+RCF (3) YEARS OLD. THE CCUJTRACT:,d SH,".I 1- DEAR AIL COSTS AS50.,IATED WLrfi THE ❑ T-34 RATED 09/d, TRAFFIC aIGNAI INTERCONNECT -NII ZING I �, 0 u: w � z � a w 71 Ir ,F T- BUILT v E ° C i -i ' E C, THE PROJECT, If H` Rr5 ON IJ �+SE riA _. CONCRETE d1,{ 7_SIGhI.=*FEBEf2GLASS STREET I10H'IS NOT AL!.,041ED AND , USI BOXES � � : 3. IF A PROBLEM OR CONE 'C;T SHOULD ARISI DURING H.. r E ILITY f_o w °o aC, y> OF TIF O vPJER OR THE „ONHRACT02 10 NOTIFY THE ENGINEER IMMEDIATELY PRIOR ,O ANY FLPrHF-' `BORK. E ° ° Fz3 T n, ¢ 9, THE Ci TRAC' IDN B MATERIALS, i EQUIPMENT c• 1' F :Y)rc F S PY 6. 'THERE NEW ASPHAL1 CONCRI-TE PAVEMENT IS 10 CONFORM 70 ROBING PAVED SURFACES, -Hr EXISTING PA✓EMEN'f 15 C )N 108 SHALL ASOMA ALL LABOR, MFA.EKIP._S, TO{)_S, EDSIF MIuJ. AND 5UP_2V13�_, NEC_55A.' TO p. SAVE CUT IN A iTRAIGHT CN : D F INTH ER PARALLEL OR PERPENDICULAR TO E CENTERLINE OF THE STREET, O FOE{ A COP1P!E TE AND FUNCTIONAL PRODUCT, (O \1 AND P,T A MINIMUM DPOANrk )F ONE ) FOOT FROM TH EXISTING EDGE OF PAVEMENT. n- n, s r 10. ALL W , 'WORK WHICH ! DEFECTIVE IN ITS CONSTRUCTION OR HEADSET !N ANY OF THE REQUIREMENTS Or THESE GALlRANS STANDAR PLALS pE SPEGF�CATiGNS a c o n -F" , r 'F. • c 7. A PRIM ]OAT WILT NOT b REGUiR D JN1 NOTE AJ D AREAS '0 FiE Sl r. T - P - CONTRACTOR nr JRFACED PRIOR lv 1H P A MrPfT OF " Fr' ,• "n F r DRAWINGS � -F I z R NG AMC SP .J AND NO SHALL. S ION EP F ECIk., OR REP OV D PJC R A % Y THE -.ON TrtAG f,.,. IN AN, A E A ...l k "r c -•r r• o iT ACCEPTABLE PAANNCR, AND NO COMPENSATION WILL BE AI LGWcD FOR SUGr' COdRECI7GN. ASPHA - CONCRETE; HOWEVER, VTR ALL OTHER REQUIREMENTS ..r SECTION 39 4.01, `5'UBGRADE, OF (FIE '.STANDARD TIE FOLLOWING .µAITRAVS STANDARD PLANS SHALL BE CONSIDERED A :ART 0. THESE FAN$. (CONTRACTOR TO OBTAIN LATEST C? SPECIFICATIONS TION GRILL. BE A�7. EDITION THEREOF) r 17 :'c �n 'r -� IN HE tLPll Ct?'VyTRU„llON TA.KII•., EASE. ON THE CJN'ULTAPlT�S T ANS DRAWINGS CIK OTHER 6, TOP AREA TO gH'H PAINT BIND=E2 HAS BEEN APPLIED SHALT_ BE CIOSt'D 1.0 PUBLIC TRAFFIL`. CARE SHAM, BE TAKEN, O DOCUMENT,-, IS A COMPLISHED BY ANYONE OTHER HAD THE CONSULI,AN ', THE OWNER ER OR CONTRACTOr? ``=TAIL Sr N R T , TG ;DIGIT) IRtCRING BINOEi2 h.1AIFRlAt. 0"1T0 THE EXISING PA lEb1ENT SURFACE $EYONp ME TIM TS 0" C`ONSIP,UC71Oh1. CA!,TFfAN3 ,.D. PIAN DESCRIPTION T i. F., - :,- I TENGINEER 'V'JT T EPL BUILDING OFFICIAL IN ut2.T,11G A� TO r1E G'ANif.E 0`r" I Y. S uN. LLt (IiFARGE. II 12 THE CCP("P,ACTOri AGREES THAT HE SHALL ASSUME SOLE rN1D COMPLETE RESPONSIBILITY FOR JOE S'TTc_ 9- PAVING JGINI'S SHALL MA1Cri Sl"RIP-t LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. Z RSP A8A & B (2006 EDITION) CURE RAMP DETAILS CONU',ONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTA -170N' u. 10, IN iERnE IONS AND TAPERED SHOULDERS SHALL BE SURFACES AS DIRECT' ED HF 'ENGINEER.TE�DIT Ci ) EJ 3Y T. _ UTY _ ADDITIONAL DUST CONTROL PLAN Ari") STOI A 'MATER PODUTON PRCVENDON KAN IMPLEMENTATION A!9C ]HE CIFF"TY OF ou, a Fp AT ROAD CONVECTIONS ANI PRI/PAT DRIVES, WI s i � SEE DETAILS ON' SHEET .'4-.05. A. ASPHALT COPT RETE. Sr AL, d F AC 7 ` E TEARS GROWN ON THE PANS ALL PFR:'Oh3 AND Pfi0 EP.TY; THAT T11fS REQUIREMENT Sr1Al1_ APPLY CONTINUOUSLY AND 'JOT BE LIMITED TO ANI+ A3 DIRECTED BY THE CITY ENGIN-�R, ADD HAND PARED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, NORMAL WORKING HOUR,, AND ,HAT THE CONifA•TOR SHALL DEFEND IN'DEMNIF'Y ADD HOID THE O4MiR AND /FRED C0NP1E IONS. O THE ENGINEER HARMLESS FROM ANY AND Ail (ABILITY, REAL OR A -LF CD ,N CONNECTION VIIT.'RI TETE PERFORMANCE. OF WORK ON THIS PROJECT, EXCEPTING FOR LIAEILITY ARISING FROM HE SOLE NEGLICENCE OF L!. h0 E THE COMPACTEI THICKNESS OF A. LAYER OF ASPHALT CONCRETE S 0.15 Foot' OR LESS PAVING OPERATIONS T'r!E BARRIS OR THP ENGINEER. XHALI BE CONDUCTED TN SUCH A MANNER 1HAr, AT THF PEVG OF EACH 'WORK. SHI,T' THE LENGTH OF PAVEMENT .ALONG THE LONGITUDINAL DROP --0 BETWEEN ADJACENT LANES 15 NOT GREATER THAN THAT WHICH CAN BE. SURFACED 73. IF THF CONTRACTOR IS IN DOUJT AS TO THE MEANING 0'" Ai"' 'r',R7 OF THE ORtNN4NG5 AND SPECIFICA TONS DUELED THE rOLI C4`ING SHIFT OF NORMAI PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHAL. PF 'LACED (' OR taD3 j_ -CRETAN I' IN ,< OMISSIONS I T (' r , � r 0 N FROM THE ORA4111('4 H_ SHALL L JBM,iT A WRITTEN R OJ. f FOR : T A A CONCRETE - H ALONG EOG T T EAI 5 E45E DRO OFFS 0v EACH LANE SIICI� AU ITIOT A ASPHALT NCR..T n o D � LT .. E SrIA' L BE HAND RAKED ^(M1 r F- T e ��.. AN INTERPRETATION RETAIL ).: R RidE PON ' i I L' F + GO O I ER h PRIOR FILING F't FCI2 rl ECJ 'r , I rt0 F _5 �I17 O COMPACTED Er r CONFORMS r AND TMPD\w I U FORM TCmIP JR 1,tY )Nr ORhio � OR, THE E F PAPER, LANES Ai._ ]PCN 1 PUBLIC TRAFFIC. O OPENED 0 P L RAF IC KRF T TH It - 4 C OR 0 Hct APPROVED BOND BREAKER, MAY HE PLACED D GNDEf? H CONFORMS T f MS 0 FAt 1. TATE 1.,E -rOV- t I REMOVAL Th � U t , FOR F I e 14, PORI FR f I & .1' SOCIA FE WC. WEI NOT - B- RESPONSIBLE 0 h.JTHO?Z r -NG 0 5 IBL_ 4 1 A I ro J I CHANCES Es Lo R VSE_ EE v � Ia r : n r r - G)E CONFORMS WHEN FAJN., PRA II rN3 RE of -0t. GF' THESE I TANS. ANY AND ALL nn TOES TO THESE PLANS MUST BE .,PRRCVFL' iN MRIII,JG BY PORIFR & j ° ,ASSOCIATES, INC.12. SHEF .FIE COMPACTED BlCINESS OFA i AYER OF ASPHALT CONCRETE. IS MORE THAN 0.'15 FOOT, PAVING OPERATIONS BE CONDUCTED r ,J ASPHALT J N ! I ^ - _T p �F I 15. NORMAL ST AND MAT UE THE PROJECT `ArIIL BE SUPPLIED ONLY ONCE ALL R:_;,Tn <INO PRP riA_L EE-.,lhvJOTED IN SJ�.t A MANN -THAT THE AY[R OF AGF HALT CONS..F. T_ IS PLACED ON ALL CODITL.IAUS 1.1ir REMAPKING SHALL BE AT THE EXPENSE OF THC CONTRACTOR. LANES OF THE TRAVELED WAY BEFORE 'THE LANSA .ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF FAULT WORK f LFT NE DISTANCE 8£f?lcEN TH_ ENDS OF A LAYER OF ASPHAI f CONORFIE ON ADJACENT LANES SHALL NOT BE GREATER THAN 'G FEEF. ADDITIONAL ASPHALT CONCRr IF TALL BE Pl ACED ALONG HE TRANSVERSF DROP-OF'3 ON QT'(('_T IMER�Qll,`EME 1 SEJELEICATIQ�r3 FA0,1 ANE AND AION6'TILE LONGITUDINAL DROP-OFF BETWEEN ADOACENT LANES SUCH AODINONAL ASPHALT 1. THE aUBJVIDER, IF REQUIRED. SNAIL 08FAIN C<AD,NG APPRO'JAI_ AS REQUIRED BY CITY OE BA'N'ROHEIT) CONCRETE SHALL BE HAND RAPED AND COMPARED TO FORM TEMPORARY CONFORMS BEFORE FEE LANES ARF OPENED O ORDINANCE, PRIOR T6 START OF ANY EARTHWORK, TO PURUJIS fRAFHC. KRAFT PAPER, JR OTHER APPR07 t BOND BREAKER, MAY BE PACED UNDER TIF CON-ORM5 TO �t LA0 IFALTG IH REMOVAL OF THE CONFORMS VMEN PAVING OPERATIONS RESUME 2. ANY TRENCHING i0 BE CONDUCTED WI THIN THIS PROJECT SHALL BE BACKFILLED AND COMiPACTEU PER CII`! 13.. ''HALT CONCRETE SNAG BF COIAPAC'ED TJ A MINIMUM S[ PERCENT OF THE hAAHIP.IUM iHEORtTICAI DENSITY AS TA SNDARD DETAIL Sl 22 DETERMINED BY A]IM B 2041 fl -FN ACT DENSITY SHALL BE. DEIERMINED N ACCORDANCE WITH CALIFORNIA TEST 375. CL I 3. THE CONTRACTOR SHAD REMOVE OR RELOCAIt ALL 0657 -RUCTIONS 'WI T'rIIN THE SfREc.F RIGHT-OF-WAY F,:i 14. IF THF IPL PLACE LkVCITY OF ANY IO'R OF ASPHALT CON R -.k 15 IFS; THAN 92 PERCENT 03 bREAUut THAN 34 DIRECTED BY THE CIT; ENGINEER. PERCENT OF THE MAXIMUM THEORETICALDENSITY, THE CONFRACLOR MJ_L BE ABASED THAT WE REQUIRED RELATIVE ...r_ S T (JIT [MIEN .PHA T..^ c FA .( rE MATERIALS CJ O COMFACLON NJ BETTS ATTAINED AND THAT THE O: PROCEDURE OR 80TH, I NFFOf_D, NEED cd 4. AIL TRESIS HAVE BEEN DESIGNED USING A rdIIN@d!JM "R VALUE AS STATES' N THE n011a BETTOR,. SEE ARLINE h tN A h , CONCRETE SPR_ .DIN, 0: _RATIONS SHALL NOT CONTINUE UUI9L THE CONIRA,I'OR HAS NOTIFIED RECO Q NiVING II S7RJCTW?AL SECI!ONS FOR EACH STREET FOP SPECIFIC INF($tdAATIOiJ. S'rIOULD FURTHER TASTING SHOW A LOWER 711E CITY ENGINEER OF THE ADJUSTMENT THAI WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ,ANY °R" VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS SHALE BF REDO'. ICNED ACCORDIi'IG TO THE LOWER 'R S SSiVE �I .AFTER Nr)P('F IS 61M_N GOES NOT MEET THE. SPECIFIED RANGE, THE ASPHALT CONCRETE - VAI_U IN ACCORDANCE 'NITFI C? NGIVEER - RF 1'rc `,Et -TED B; THAT L:QT .,i it1 BE REIARVED AND REPL.nCED WITH MATERIAL THAT MEETS THE ITV -PLACE DENSITY REQUIREMENTS. O 5. RELATTJC COM:'AC (Ori OF NOT LESS THAN 95% SHALL GF OBTAINED FOR A MINIMUM DEPTH IT) OF '.1 FOOT 8ET 06/ 15. Ir THE TEST R�SUL15 FOR ANY LOT OF ASFHf,IT CONCRETE RdDICATE THAT THE RELATIVE COMPACTION FF ` uaT E' COMPACT ION IS _(TIL k LESS / FIRS GRADE ON OTA . TRE= S (' 1.0" 70 25 AS DIRFOIED BY THE PUBLIC WORKS DIRECIOR OPD COLLECTOR THAN SON OR MORE THAN 967 THE ASPHALT CONCRE E REPRESENTED BY THAT LOT SHALL BE REMOVED AND � �...� /"�'- + ° /V AND ARTERIAL HIGHISAYS` FROM !IP OF GUIU-R TO UP OF GL'TTFR, IN ADDITION. RELATIVE COMPACTION OF NOT -.o , Cs T: RI r � I = DEE NEET - CE ENS REQUIREMENT. " r T WORK �';.� ��, a,r. t}r;i�• r^ __ /' � _..a_.. _ M ACED W1 h rA FRIA,_ THAT JJ S h.E._T THE. iN-PLR. GET, SITY ftr,.UIREMEhiT. THE .,ORREC,IVE WORK SHALT. BE AT BY: ) RED W +"ORTG,% CIE 33448 �.:°�r°aR'..- LESS TLA! 90'7" SHALL. EF 09IAN°D FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GEARING PLAINT- FOR THk ENTIRE EXPENSE. S- �rv@'��'. THE ON�4AC T)R S k( _h5r- TI!DTF1 OF PAVEMENT (LIF OF GUTTER TO LIP OF GUTFFR). tvr 16. FILE FId.0 DENSITY Qt :.0'iv'PACTED ASPHALT C:GNCRliC SI= ALL NE gtTEn LINES BY. 6 FINE CONTRACTOR BHA! OBTAIN 90% RELATIVE COMPACTION UNDERNEATII THE SIDEWALK AND CURB AND CU FIER j TA A BEEN OF j". THE LOCATION OF THE IESIS SHALL ,3F DETERMIN D EY IHE C.TY. A A PROPERTY ,Al!BRAT J NUCLEAR ASPHALT TESTING DEUCE IN h{: FIELD, OR P ACRO [118d WHEN SLABS OR CO{t,S ARE TAKEN FOR LABORATORY TESTING, ZINC STEARATE MAY BE SUESILL ED ✓. COMPACTION TESTS SIHALL. BE Irl., R SPONSIH I?( JF THE DI NEI OPEN THE NUMBER AND LOCATION OF REOBIRIID WITH PARAFFIN. ,f ISFS 5HAIL BE DEFE2111NCD BY THE CITY StIGINFER. THE r'OSF OF RETESTNF DUE TO FAILED CO^IPACIION TESTS 4V'LI BE BACKCHARGFD TOHE CONTRACTOR. r IN CASE Cr DISPUTE MFIHGD °P" SHALL DE LISLE ..-� E E v ALL CONCRETE SHAD.. BE CLASS 3 ARE SHALL CONTAIN A MINIMUM OF v(!5 L'nS. GU, YD. OF CEMENT APID HAVE A 17. B THE FINISHED I HN' SURFACE OF THE ASPHALT CONCRETE DOS `JOT MEET THE EQUIPMENT SUHFACF. TOLERANCES, i7 SHALL r , n / 9F Arc SUCHS V11Ir Ih +GOER„NCE $Y EI R+EK (l) ABRr\51d" r tiiJD!NC "'ITh EQUIPMENT tJ''LI/li'r DIAMOND EtF,DES (2) :/V,___'/ R/, rl p ! AI h1114,V.A I_R CEt„E,JT RAT( C Q3O ' / 0 REMOVAL AND REPLACEMENT, Or (s) PLACEMENT OF AN A FriAl.:( CON(r?_fc. OVERLAY. THE METHOD WILL BE SENECTEC 9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT COIJCRETE PAVEMENT IN ACCORDANCE `NITH Bt FILE CITY ENGINEER. 7NE CORRECTIVE YORK SHALL BE AT THE CONTRACTOR'S EXPENSE, I r, F \ I - .TAA. Th SEAL "C- ' I f F I_ PROVISIONS FOR OU Sc.A_ III SE-IIDN 37, RRENI N0113 SEALS, Ur TLE STATE PARTMIATCN'T OF 19. ff ABRASIVE GIRIfTDIDIG IS USED TO BRING T'rIE FINISHED SURFACE Tr 7PECLF!ED SURFACE TOLRA^ICES, A0U!TIONAt, 1 , __ _ I TRANDARD SPECIAL STANDARD &'PF URF, TICNIS; CURREIJT EI),TION, AND THE SIASE DEPARTMENT OF TRA,NSPORTAPON 1 1 q E •ESS v GE E - -- '0 --'---.-___---- <0 ---- - 7-0' --- ---- I(j-------- _ GT I OiN� SHALL. dF PERFORMED, 46 'NECESSARY TO ENLARGE THE GRIPJD�NG AR,A SG' THAT THE LONGITUDINAL Ilrill_ s � � m STF.IVDARD SPECIAL PROVISIONS USRNENTLY IN EFFECT, AS DIRECTED B( !it CIT"( SJfiNEEF?. Or GRINDING ARE AT A GCNSfANT OFFSET FRLIA, AND ARE PARALLEL TO, TvFNEAREST'_ANE (_INE OR PAVEa FNr EDGE,�E-2'-- O .,, AND THE 7PANS`VERSE LIMITS OF GRINDING ARE NO'RidAL. TO THE PA EIVFJT CENRRLINE. ALL. GROUND AREAS SHALT- BE r.^+ISHL4 G�AU- a"/ 2';- _, TI v "'NISI -f .RF;DF 10. US SIR-E:TS SEIAIL DE EX'TENDEU A'( IN TEiiSECTI0PIS c. '. P IB' r' 'c "TF^T •� N c T - - �r•T ,1, - __ �__ru--I --7, ITP. 2' TYV-- 1i. - - _ , AS DIRECT_'] 3Y GIE L OIG SURF_ Uh .,OT. L. ORD_R .0 NrAI RECTANGULAR A GULAR .AREAS OF UN11i ORM SURFACE APT EPIRAICF..ABRASIVE GRINDING SFNI L OONIFORM TC NE I Ft.. I rA `r I j -2Y°� � i rRJVAF A TIE INTO EXISTING STP,EET PAVEMIENT. .-a- - •1 - r - T c n -42-2.02,_ -H=,-� c( ^2S P r- I 4 ]UIRE.AtNl to III TIE ra...T ARA.,RA,':I AND THE AST FOUR PARAGRAPHS OF >E<�TIUN '"COVSTRUN TION," OF L ._ _ _ - .. .- ITE STAPJUARD SPECIFIC.11-11 . A FOG SEAL GOAT SHALL. BE APPLI"cD i0 ALL FINISHED ASPHALT SURFACES AT THE • '" ", ,rr'�>V r Ar ate+ { -`c 4., i .r r-" rg) 11. SE'NL. IAFERAL LOCATIONS r 'r INFO - p; ,E✓.. -,z.' _ _ _ - .. _ - ' N ._. --r-` - { r.A{, .V. I I R _ 1. CAT GMS T.) 3_ STAMPED (S) Ill f) THE Cvn� rAi,_ OVER EACH I-+Ic,..AL. O, N� P E ,,- A t _ ENTER r , v TRAC TGf?S EXPENSE. IN FOG „FFlL COPT SHAII 3A. _(,HER HSPHAU REJUV"`,H71PJG A6`_Nl OR ASPHALTIC c _ P T.RAM_ft r" _• _� T IM4L1 aiON AS DIRT C.hu 7Y ,n Ci LY FNG.ucb,. FE t.0.0. S D LA Pdt,. .,T it C. A }p 12 FLi'lP'IONS ;AND GRADES SHOWN ON IIiE PROFLFS ARE GU TIER PLOP! EItdE3 (INVERTS). SLOPE E;, - I I -= o" T"P D GJR'3 u GUTTER Vi/ �GRAIJE LINT .. - _ _ BASE; .- ,i r .. T ARTERIAL, COLI C.CIOR, AND LOCAL ROADBEDS 'NAL EI fHFR MF"c`1 THE ^ _ - T S.v 'PID2: SIDr.rVP,LK � I 19. MATERIAL N ATI- CITY STREETS IND USItvG AP" -•EIA 13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONIROL SIGNING AND OTHER SAFETY DEVICES (Nor SHONIN SFtCIHCATIFFIS FOR CLASS ? AGGREGA,`r SASE (CI_ / AE) CONFCRV,NG TO SE(TiQN 26 OF THE CALIRANS STANDARD I\ ( SEE PLAN '`/IEW FOR STHPUCTURAL SECTION OPi THESE PLANS) TO MEET WITH THE APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR. THE PRIDE FOR TMS ITEiA SPECIFICATION', LATEST EDfT10N, OR SHALL BE FINE GRADATION CRUSHED MiSCE11ANE0U5 BASE (GLIB) CONFORMING TO '--CONTACT UNSER CURB GUIT'R AND G71 SHALL- BE INCLUDES IN THE PAVEMENT PRICE E T 1N 200-2.0 OF THE "uR-ENBOOK" WHICH ALLOWS UP TO 507 OF THE. VOLUME TO BE RECI AMFD ASPHAI? r SIDEWALI((YS.) G` AATPI, 1O 9G% CONCRETE, PORP -AND CEMENT CONCRETE, LEAN CONCRETE BASE, CE TIENT TREATED BASE, OR A COMBINA'POIN OF 60RIGHT-OF-WAY MAX. DEN-, Y. 14 SIGN PANELS SHAL BE IMCUNTED ON POSTS OBFH HA4VKINS M2G SERIES ROLE krD VANDAL PROOF NU A SEPABIY THOSE MATERAL - OTHER RECYCLED BASRA SHALL NOT BE AU_OWED. 1 ( SECTION I0 A. MINIMUr; 0 957 OF MAXIMUM DRY DFPISITY. T� ��'- CRESS OR EQIJAI R(JADSJE. SIGNS TNS fA! LEG PER CITY STANDARD DETAIL T-19 ShlAt,l BE ICC<Ti1'h WITHIN SIDEWALK, 6" AGGREGATE dAnF >HALI BE COMPACTED A F FROM BACK.. A MARDI GRAS COURT _ CITADEL :.STREET 20. THE PAVING CONTRACTOR SHALT GRADE THE PAAINC AREA, TO P -IT: FOLLOD `NING MODIFIED CALIRANS STANDARNOT To SCALELq 0_1 15. CONTRACTOR SHALL {NSTALL CLU_ MARKERS IN THE STREET AT THE FIRE HYDRANTS PER THE FIRE DEPARTMENT SPECITCAI'ION SLE Gy 19-1,03 PER THE CITY OF BAKER THD: REQUIRLMF,NTS. I1EMEDIATF1 Y PRIOR TO PLACING SUSSEQVFELF LAYERS OF MA'I'ERIAI THEREON, THE CRANING PL41F SHALL CONFORM TO 16, SEF WATER AND TRAFFIC SIGNAL PLANS (BY OTHERS) FOR OFFER IMPROVEMENTS THAT ARE A PART OF THIS ONE OF THE FOLLOWING: r,l PROSECT A WHEN ASPHA-I CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE "RAGING !;J It ___. _ __-_ _ -_. - / E EAR v,,AR U_ ESFAE!ISNED tFLY' THE _ - --. _.. J,>TIIvG IMF( 1 -' PLANE T ANY POF?Ji SHALL M1l'JT VAR'/ MORE THAN 002 z -COT ABOVE OR BELOW Tiir GRACE r,T 11 ANY WORK CGM1!NEL71iVG TC EXISTING PUBLIC FACILITIES FROM PRIVATE /ATF 'FOP PTY WILL REQIRE AN LPJGI'JEER$ NG,N. �. ,. � - RTVM lViS ---- AAAA..__-_ __--_ E.ST!MASE FOR THE 'WORK IN THE EXISTING PUBLIC RIGH'-O`,I.AY TO E°(ALTSH THE NECESSARY DEPOSIT FOR _ - , ..rF I .,_ - A ^ B. WHEN SU^SCASE OK BASE AJ._P,IA_ OTHER THAN ASPHALT CONCRETE BASO IS 10 EF PLACED ON THE GRADING STREET PERMIT'. (FOR TRACTS WITH PRI/k STREETS, PARCEL. MaP IMPROVEMENITS, OR PUBLIC 'TRACTS `WiTH0U7 E -:. (` PJ, f ) ^ t- v - �." L -____.__-.__p0'}_ ��_,_____ 20'4- RECORDED 0')_ PAN_, TIE GRAUWG PLANE AT ANY POINT SHALL BT VARY MORE HAN O.Ot FOOT ABOVE OR dELO.d H GR,1PE i"-- -- t RECORD U. MAPS) Tu-,- ! I ES'A9LI JrO BY THE ENGINEER, E• S �I IX) 16 NOTE FOR 9.A% L DRIVE TAP FULL PAVEMENT "Tr AND COMMERCIAL DRIVE API°ROADIES -E,.i lr"'N TO AI LEAST L0 Ff. UNDER AND ACEI IDE 0 dGU"TTERc SG(US ,. Q>3R i,�0''E CIF( iA120 . . L.... 7ti 10 ! j 19. PRIOR 10 PA`�IING THE DESIGN ENGINEER FOR THk PROJECT ;TRILL VERIFY THAT CONDITIONS REMAIN THE SAME. AS � ALL GRADING AND SITE PREPARATION SHALL CONFORM 10 THIS PLAN, APPENDIX, J OF CALIFORNIA BD!LLiIlG CODs. AS SHOWN 1N THE APPROVED PLANS. SHOULD CONDITIONS EE CHANCES, A RHVISED PLAN SHALL UE SUBMITTED TG THE MODIFIED BY "If' OF BAKERSFIELD ORDINANCt N0. 4472, AND THE GEOTECHNICAL INNFSTIGAHGIG PREPARED BY SOILS - -:,I,.---c'�N" _ _ '_F- CITY FOR APPROVAL 10 DAYS PRICK TO PAVING, ENGINEERING, INC., DATED AUGUST 24, 2010, SEI FILE ^!O. 1E-158!3 AND ANY ADDENlDUM THtttFTO. THESE DOr ilhiEN TS SHALL BE MADE A PART HEREOF, II 20. LUMINAIRES SHAD. BL SOLID STATE LIGHT EMiIT NO DIODE NIH - NiST IOCh PHOTOCELL I- (ORIENTED MURTH) AND L SAA'UT EXIST@r PA OEA PN'T v AITnFR SHALE CONFORM TL THE LATEST REQU1R(Ai OF THE CUR PT, CITY )F BAKERSFICLD LED STREET LIGHTING -SIDE OF fROPOSEO STORM DRAIN AND �E `SPECI9CXTIGNS RE FLAG PAVEMENTT P_ R r 0.2 ST PLACE 01G. SF -11 TANOAr2D PAV MINT PAfUd " - 21. ANY ITEMS' N PUBLICRIGHT-OF 'WAY THAI ARE DA+AAGCD OR DO NOT MEET CURRENT S`ANDFRDS SET BY °OBIIC XT` PATCH IN h PHA T CONCPF'TE SURFACE W - ORKfl1 REQUIRE RCPAIRINC AND/OR UPGRADING AS PER CI 1Y ENGINEER. PROPOSED STORM DRAiN-E (OR AS DIRECTED BY CITY 6N6WCERE CA 22 WIT+ THE EXCEPTION OF THOSE ON RETURNS FREET SIGN`` AND STREET LIGHTS SHALL BE INSTALLED A' THE 60RIGHT--OF-WAY IXTEvS1rN OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN EXISTING CROSS SECTION <). MAXIMUM SLOPE RAIK,, FROM BACK OF SIDEWALK To FACE OF WAN QR STI J --URE SHALE BE 4. - XCE `i TORC7 `1� t CITADEL STREET TWO FEEF BEHIND THE SIDEWALY WHERE THE MAXIMUM SLOPE SHALT B£ 27 ALTERNATIVELY, Y, TAE CITY NGNFF.R1 ry LOT TO GOAL` ,AFIT,' MAY APPROVE BUREAUX BEHIND SIDEWALK. OR OTHER MEL OU TO PREVENT EROSION CHIC) THE. St)EWAI K. _O,.vnersf� p or Doc ni ERs Trfs doc:1 omit tire Hnas and desUne l prporate nrel. T,a an'n summit of Proff,,m al Sendcae is Ins Froperty of ntegrytmd I � 6ns by SOMAM Inc and is riot to be used, is whole or : part fuc any one. prele•t Without w iiteo a,Eroingt on. 0C CC PYRIOHT 2017 c H- � I ,T w s Of� .. r- ff I (IIF I F- L c> I f = 1 ' I I z P c, 1 F ° a V r w11ITr Z iIR � m Y L, o o ! i ti: J Z I7 v- To o Of G o I i To I 41 Ir a I v Z LEI � I ii Aw w - S I 5 in c I I I 1 i \ i i _ I 2 LEI LD1 4O Cn ..J _i Z DO Ls 0 s EE EE U w Cn 0 T L 0 I F_- z I uJ uj b 6 CD U ai-1 <bit. a Au Lu CL._.. W p �y c m Q, iPuj o M Iu`Z an Agency Approval Stamp IDEN11FR'ATION SIAM DIV OF FHE STA E ARCHI OFFICE OF REGULATION BE,, Oa 118304 r� fRACKINO 'Q7 63821-300 Stamp(s)'. W.. $1 Ng. a 29966 1 it 5262 loi, Nc: Sheet N. C1,02 C.O.Q. RECORDS. NO. Release.- J:A3014UrnprovefnentsVCityA;dproval\Street Plans'dwgC90'14-S-r_Fror,t;heetdwg NATESI_INKARG I I� Agency Approval Stamp IDEN11FR'ATION SIAM DIV OF FHE STA E ARCHI OFFICE OF REGULATION BE,, Oa 118304 r� fRACKINO 'Q7 63821-300 Stamp(s)'. W.. $1 Ng. a 29966 1 it 5262 loi, Nc: Sheet N. C1,02 C.O.Q. RECORDS. NO. Release.- J:A3014UrnprovefnentsVCityA;dproval\Street Plans'dwgC90'14-S-r_Fror,t;heetdwg NATESI_INKARG O cor15TRUCTLQ SPLcl-EIQATIQN,�) cl -I 84.00' l 197 J 133 06'44" ❑ CONSTRUCT TYPE P' 6" CURE & GUTTER PER C.O.R. SID DWG. ST -1 (DATED 6/2/99) 1a UO ❑ CONSTRUCT ati JICF COMBINATION TYPE C UFWA K PERP.O.B.STD. DVV' S-5DAIFD 10 /15) 1 18 5e ❑S CONSTRUCT V1c!EELCI�'IR RAMP PER r ALl r� roos Ru�c STANDARD PLAN e 6eA GrsE 'a'. 31.42"{ � CONSTRUCT TYPE A CATCH BASIN PER �...U.B -i. D. CNG. Mf. �-1 4(DPI-EC 6 f9 9 C: -2 1 520,00' J 3'55'44" [�5 CONSTRUCT T 1CT STANDARDNDARD COMMERCIAL DRIVE APPROACH PERF C O.B S D DG N0. 5T 3(J (DATED 1 50Q,00' 6 ❑ ^ T � SAW�U. TO NEAT, c r �r IE T CLEAN VERTICAL FACE 1 L F C AND PATCH BACK PER Cb.R ., FD. DW.,. o --77 (DATED 0 M 6/2/99) THE EXACT LOCATION OF SAWCUT SHALL BE DETERMINED BY CCLY OF BAKERSFIELD ENGINEER. © INSTALL (2) 4" SCH 40 PVC BLANK CONDUITS FOR LANDSCAPING PURPOSES (30' COVER, O I O Da MINIMUM) 0 fr- i 4,20* IN.FAL NEW 1 POST woPSIGN CODES ARE - _ EDFftAiCODES UNLESS OTHERWISE it INDICATED BY (GA) (CA) INDICATES CALIFORNIA CODES FL r LOWLINt STATION j ALL. PLAN VIEW SIATIhir'.NG IS BASED ON CENTERLINE DATA UNLESS OTHFRWI--E NO CED, O:w ALL PROFILE --IATIGNINr S BASED ON f 0_ E DATA UNLESS OTnLRV_c NV' F D. O r✓Jn O O r') R O CD Cf� 0 (f) cJ CC 0 CITADEL. STREET (SFE SHEET C1.04) N US) AD,JSF ALL EXISTING MANHOLES, CLc rOUTSVALVE COVERS, MONJ.Fj11 EICASEMENTS, ETC, .DAY TO FIN uHF D GRADE PER I "TA CITY STANDARDS. RJDS . {} IN ST4�Li b 800 LUI . .aT RE 1 LIGHT PER COR. SIM- J Vr ST [3 T -R} 25 xxx AND o, EuiI PROVISION SECTION d 6 07 L IGHT EMIHN G Dr L LED LUMINARIES. r7GELo INCLUDE H L�IP FNL/lltSERIES, LED TLK GCI SERIES, " .REE XSP SERIES ORcOUI/AIFn TAS APPROVED BY CII Y ENGINEER, 0 FOUND MONUMEINT AS DESCRIBED, ® CONSTRUCT SURVEY MONUMENT ENCASEMFFIT PER C.O.B. $TD, DWG. ST --22. FD 2" LP. W/TAG MKD 7-2D-65 KCS" PER K.C.S F.R FIG PC. 55. REPLACE KITH'ON', MON. SURVEYOR OFRECORD SHALL FILE CORNER RECORD WT COUNT _ KFRN PROPOSED -ENR MANHOLE (SEE SEWER AND STORM BRAN PLANS) :o -'PROPOSED --- PR POSE D STOF CRAI MANHOLE_ (SEE SEWER AND STORM GRAIN PEAJ , ) EXISING RIGHT--OF-WAY PER PARCEL HAP 12062-1) - -'- 5- -- PROPOSED SEWER MAIN (SEE SEWER AND STORM DRAIN PLANS) -- JROPO ED STORM ]DRAIN (FF SEWER AND STORM DRAIN PEAKS) - 'XISTING EDGE 0' PAVEMENT 1, PROFS EO WAFER MAIN (SEE CAL -WATER PLANS) Ak PROPOSED FIRE HYDRANT (S!E" CPL-01ATER PLANS% 'C PROPERTY LINE REVIS, IONS _'147 -- 10 SIGN CODES RI -1 - STOP SIGN r, R3 . A r OA -- NO PARKIN .., I :-1 SCHOOL .H . OJl. CRO.,rSNAIK WARNING W_c 7 _ .6 JP AHFAU__ 1` SW42(CA) SCHOOL CROSSWALK WARUING ) r .- NO PARKING j NOTE: SIGN CODES ARE FEDERAL CODE., UNLESS OCHER'MSE L1]D:DATED BY (CA). (CA) INDICATES cnuFORNiA coDLs. 51 -GLI -LEGEND _ I W INSTALL NEW POST SCJ PER ^0.8. ``TD. 'Y - v .. D r G. T- i �- PROPOSES SIGN LOCATION 5TRII LIG .r INS. ALL 17, !VIDE CONTINFNTAL CROFSN:AIK PER C� ) o a r F C .L CRA NS . r srD ..z+. l.,Ui'C Vt IHt7Lt. - -_ __.� CURVE .,URVE RADIUS_NGTH Dr FA TANGENT - Cl 1 3J 00 55 44 90'41 O5� 35,42' 1_2 84.00' l 197 J 133 06'44" 193,71' n3 1a UO 5,8-.40' ❑O*oO 03 1 18 5e , 4 I 0 00I 31.42"{ 90 a0 00 20 .-0 C5 -2 1 520,00' 35,66' 3'55'44" 17 '4' C 1 50Q,00' 34 29 s 5 44 17,15' TJ64k. M 4�Qp- a4 Ce I O Da 7 95 1 45 34'23` i 4,20* CONSTRUCT MIN. 0,30' A.C. PAVING OVER MIN. 0.403' CL --Ii ACGR EGATE BASE OVER MIN. 1.00' NAT, GRD. COMPACTED TO 957 MAX. DENSITY TI=6,0 R=50 _ -- ./-vy".rv^�,.r - - - - - - - .--v-./-n. m✓-.rvv' ✓-'./ �,. v .w. w _.-._..v'�-v '� o J u w w wz 12760 27 20.00' LE 19+67.42 (17,00' LT)_= 13+33.70 17.00' LTI- 13+40,84 20.00' LT = � v`r m w N � u ¢ ,&'v O - - o °L 12+60 7 I _ 71 FL -3 7 29 L 2 BAR r_ 1 -3'.to P C 3i 6 R (-�" '� `r -' FL7+ I F- - S 5 4'+. 9 ECR 0 2 � U_ O as K - O F- u> - 7 � Ch FL-..Sr.37 FL' 38 29 PL=3R"r 10 \ _I x N w z, _ I _ I CJS-�N.'U n . g � � C9 _ E r - p m q P.1A .1 -- - - - M1 3 3326 C .f `O q r3- A N, 1_ _ PAN F qYY 1 � \ i3NLV 1. -~� I ES C UR5 R _7 D- / WSJ. Nilx'� a _ z I- <J A' N o r 1 ..Y" 311 xp M 0 .. '__-- xm 1- f" r- 8 I< c 3 _ .8 J i 1 C.29% „x0.293, 3 z¢ov0.zu rF v;nu �. �° no �I;o K azJ-r-dxwz 'zs to 7 I 12+74 75 (a 00 L I)- 0.29% ....._ _ i.1__ i o s 2 r�-c a i!J N 1 TFL 12+7> iB.ECR vnr„ir 0.297 l 13126.5=� (14.00 Li)= I 1 a o' o > d z i ii 2- a1 r z FL affi 27 �- n - -- se v rT> N C I w t'i i Rco �e_ 75.28'8 RCN x N z I z z .+� a c x '. u♦ � ' J N I o z co 0 n S:J LL AC -117.73 '°�°�°�'9,. R L'7.7' r 3 2 v •= � n s �J 2 �» I AC 34778 �- - Ic AC _587.5/i\ F�-3fi7 52 ____-.� .- i \ n u y y a L N f1° m tl 12 LAI 0 (1, 07 RT)- CC i'' 13+26 i6 (1 GO' RT}= 1 N r E o V 3 FE 12776 IB J•R _ (1\ 0.357 ,� Pte-" e, 236 nso fL 13+28,18 BC4 I E z u z C- O z � O FI 387 7 \ . _- - ___---..1� =aar.o9 I } a OG r o `S x � 8 xx ) ) ¢ c c J 7c'1 -74 I- tv i ..-,.�- z t a C] N <l ... M 'cr', I I L 2 (� I ��\ ia:) 1• CE •.1.•9 tEl m ! R261CA) ....-__ _ 50 _ _ �_._.-r<- \\"'-Y\ -_d-._ _ \ w _ r J L u s ' o ca w p tD /PAINT CDKCE RED I ..(� {�f('-�_e 0 fP o' ( 12T0 27 72.0 00 P,1� _+61 42 (t7 OJ R*) - 73+33.70 7100' RT)� \13+4_0.84 ('LOGO Rr)= �- I `� a u ( 2 12+6027 8CR H. 12+6&22 PRC R. !S<36.13 PRC (L 13+44.09 ECR + o w o n o I FL=387.33 OR R =387.30 FL -387.06 FL=:387.03 CD - I PIC � I J N 4 K LLi x w N S N o�W acuj`� ri u %v MID-BLOCKSCALE DETAIL % 'y `clo tV-- DRAMNIG HIECORD i'��'� Z BY, FRED W. POPTER, RCE 33448 EXE'. ZTE '1(m ' W ro`w Ory) J COTTONWOOD ROAD I (BY SEPARATE PLANS) 17, z HORIZONTAL: 1"=40' VERTICAL_ 1'=2' m'w I SIM Jo) It r`^,. it IIoJ 11 `JN It00.. pUW n] rNj JL...I i-' v'0 Vil 2 ^J1ir'.. It1W �� N} CIN O] t0 _ 'i5=p 1, M oti Mn; ou)3rJ Oo-hl vl ¢i '� 1 G a 11 II e3 h O 0,611 po) CJ,P r> t"V �.J 0-' Orp I,U Oq�' Oji q -r r) N 16C �� ` O (\. �O� 7.,41 LLQ' •LLL m4 -I. -� - 390 .... .. \......... ...... N +: 1. mI + + i ITi v „) I + j... ...... ... ... .......... .......... ....... i.. L.. ... l 39C �i 1 All- St .FC' i Ev , 388 EX/SPNG' C7°UND PRLt9LE . 0.830. .... - .. 1- - 4 aL 388 0 297, .. - _ OESGN F°N/PE Pa°7LE385 0.3 10+00 11+00 12-x-00 13-3-00 14+00 15+00 16-x-00 17+00 18+00 19+00 20+00 386 3&40 `142 a2 NORTH FLOWLINE PROFILE 1 L II rn ON CURVE 31 pL_ -I'�z Iwfm ,,_n�CITY T�)„� GOU+•ITY�.^„_ r.�O It ro Coll N �Iq r �- t -m fO vl nr JN CUR`N �rt tc xo ro ,limp°'- win q �In ci C W W IID C ro rX Y) K Y) atlYtO C tO W r; K V rl fK -t n M NiM 1 Or M r) M �`) rv') ( IM O UJ GJoa -1' IW U N ^vJIN S-, rL rA 6)`1 d -d \ 4 IVJ O 1� OV M[I itM O� ) M 2� � O+I� Om, SND]) Ih OUJrltp)J p^ N C79 � MW 61"- r p t`) d 1, OCJ ti 10' 'J .y M N!1)' vM V4J O•- CJS . - - III( I yw .L�7.oW Nu�'yJ 390 . FZi w + . . . . . . . . ....390 r h ...:...:.. w� SFE DETAIL r _ EX1o71NO GIGUMl PROFSS 388 .. . .........:.. .. l ...: , AT CEN FRIINf 1 \ 4 r I . ...... 388 _ 0 3S%DESIGN FL04NPRG7IF07 ffSGN FL°INf PRGtlE 20k00386 ...:cRosa-u ea .267_ " 10+00 11+40 12+00 13+00 14+00 1-- . 5+00 16+00 17+00 18+00 .... ............ 19+00 %,/1� / SOUTH FLOWLINE PROFILE ---- -Q-08. RECOP, S. N -Q JA3014\Improvements\Gity ApprovahStreet Plansldwg\3034-5'F--Plan and Pro(ile.dwg O•wnu h1 J of Documenm Tl docume [ the r B dClb lold4 1 rl6 es 0 i arP omtetl h ro 1 as an in&tr oleo. o. i ror. ss r.IS 0 1 ry cc the propel ly o1 Ir0. ra'sd Uesi nab b SMA 9 9 Y U M Inc. and la not to 6eu 3Mol e 1 t eor in Part fur any other prolrJcl wlthou' nBan 2ulfWilZation_ O C GOPYRI(il1T7- Alf I i n Hi 2 i' w O U Ur ¢ I R d I 8 � 1 r - V 7 ` 1- v, L v N w CJ U rn 41 ; � I 0 lln ' w h U 1 w x = U HUI '0 ` z i i - Tu tYicaj U nN o �u Y ww "�Yi <zi N i<cn t. w v uj t- r- �- � rJ7 cn C!� a w 0 r Lu 2,3 U 0 w c� 0 its. � 1a c _� w .. <M I w Vic.) w Ly iz m auj w n: z mm Agency Approval Stamp _CIf. J J 0ENTEICATION STAIMP DIN. OF 1HE STATE ARCHTTECF OFFICE OF REGULHTiOPI SERVICES 03 11 d�94 1 AC FLA DATE- --_ '-- - FRACKIfN> 63521-300 star,pl�1 _<� Job PIS.'. 5262 Sliest Flo.: 435 HIPA©J{JSA I C� e Agency Approval Stamp _CIf. J J 0ENTEICATION STAIMP DIN. OF 1HE STATE ARCHTTECF OFFICE OF REGULHTiOPI SERVICES 03 11 d�94 1 AC FLA DATE- --_ '-- - FRACKIfN> 63521-300 star,pl�1 _<� Job PIS.'. 5262 Sliest Flo.: 435 HIPA©J{JSA Q AD O O O m 0 0 O O CC O It O O A N O O QC AJ O PA, , CONSTRUCTION SPECIFICATIONS EID CONSTRIIL'ITYPE B 6" CURB & G'JT'T R PER C.O.B. STD. DWG. ST -1 ('DATED 6!2/99) [2: CONSTRUCT 5.5 WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. . DST-5 (DATED 10/15) 0 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS 2006 REVISED STANDARD PLAN ASSA CASE "A`. [] CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 (RATED 6/2/99) E5 CONSTRUCT STANDARD COMMERCIAL DRIVE APPROACH PER C.O.B. STD. DWG. NO. ST -3 (DATED 10/15) j&j SAWCUT TO NEAT, CLEAN VERTICAL FACE AND PATCH BACK PER C,O.B Sm. DW; F1-11 (DATED 6/2/99) THE EXACT LOCATION OF SAWCUT SHALL BE DETERMINED BY C IY Or BAKERSFIELD ENGINEER. [7] ,N">lALL (2) 4" FOR 40 PVC BLANK CONDUITS FOR LANDSCAPING PURPOSES ( zO" COVER, MINIMUM) -v-' INSTALL NEW 1 POST S SIGN, SIGI! CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED B" (CA). (CA) INDICATES CALIFORNIA COD'S. FL = FLOWIINE STAT -ON ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNI ESS 0PLI RWISE NOTED. ALL PROFILE S'1ATIONIING 1S BASED ON R.ONILINE DATA UNLESS OTHERWISE NOTED. APPROXIMATE I OCAT@N OF PROPOSED 3' GO--WATERMAIN (SEE CAL -'NATER PI_AND) FD 2 I.E.W/TAG MKD -7-20-65 KCPER K.CS .B. 711 PC, 55. FD 1 1/4',V/KCS SILVER TAG PER K C S -FJ 1062, PG 4 REPLACE WITH NAL IN SIDEWALK SURVEYOR C RECORO SHALL FILE GOWNED RECORD N EFF COUNT OF KEEP Rai P: Yah Old CJ ?Jr], �Ll I I cs o'1 w lu AN.1 t`? I C li F I @ /6( I It i j I � I i r T'I a I I! I p I ISI i1 I it 1 i I! MARDI GRAS COURT (SEE SHEET C1.03) it 1DjUST ALL EXISTING MAELHOLEF, CIEANOUTS, VALVE COVERS MONUMENT ENCASEMENTS, Efc. 0 FINISHED GRADE PER CLIC STANDARDS. -lrzr INSTA.LL. 5,800 LUMEN SFEFT LIGHT PER C.O.B. STD. DWG. ST -23 TIOU 25 XXX AND C.O.B.SPECIAL PROVISION SECTION 86-G.01 LIGHI EMi'FTING DIODE (LED) LUMINARIES MOTELS INCLUDE HOLOLPPANE LVUI Sal ILS, '_EO ARE GC SLRIES, CALL XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER 0 FOUND MONUMENT AS DESCRIBED. ® CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. QIO ED 2' LP %TAG MAD `7-20 -65 KCS' PER KC G S r B /10, PG. 55. REPLACE NIY' CONC, SION. SURVEYOR OF RECORD SNAP FILE COPPER RECORD 14TH COUNT OF KERN L�) PROPOSED SEWER MANHOLE (SEE SEWER AND STORM DRAIN PLANS) (9) PROPOSED STORM DRAIN MANHOLE (SEE SEWER AND STORM DRAIN PLANS) ----- EXISMUO RIGHT-OF-WAY "PFR PARCEL MAP 12062-1) 5 -' PROPOSED SEWED OANN(SEE SFVIER AND STORM DRAIN PLANS) -_ PROPOSED'FORM DRAIN (BEE SEWER AND STORM DRAIN PLANS) r di- In IINr EDL OF PAVEMENT ` -- PROPOSER WAR MAIN (SLE CAL -WATER PLANS) PROPOSED FkE HYDRANT (SEE CAL -WATER PLANS) PROPERTY LINE p"�_ 5 II XIq W m yj®I b Gr¢- a, xlsnnu ERNE rAD Z; A,, 4' 'D 0� a 0 l ICV ICV 6'- ow E rLX� cY} N G] Vr r � e `-"" b h PROTECT EXISTING T'- TIRFET NAME SIGN PER TREES IN PLACE ('PUP) a>"D oofv �i-C r'ex;4 w+T ti frp t) ✓D W X IU p34_ I STD. DW,_ T-1 x I I N N C PROPOSEDIII r PROPOSED YM PROlP0 SCHOOL ...... ..... _ J(VIS DRIVEWAY ,1ED AT CENTRUN oJl L ou J zn 'l o s o�,Ooa` iREET RICHT 0 WADY DEDICATION NOO 7%5'F -' a I? r� 1_'+6,, 41 FO THE CITY OF B KEd_FIEI O PER '�� 5 II XIq W m yj®I b Gr¢- a, xlsnnu ERNE rAD _,>ta A,, 4' 00 1 Or- LJ m C o" E rLX� J C: r � e `-"" b h PROTECT EXISTING T'- TIRFET NAME SIGN PER TREES IN PLACE ('PUP) a>"D oofv �i-C r'ex;4 w+T ti frp t) ✓D W X O C,O.H. STD. DW,_ T-1 �I N LL IT r art M. jpz ' C + FX1S7/N6 GROUND PROFILE- W Q Ty F j j r 'lJ r L l ...... ..... �✓ a'y.. Qi OmO 390 AT CENTRUN oJl L ou J zn 'l o s o�,Ooa` Lu t7 bid 9d7 in oOz"jy ERow F-C4� .a CIA 3 J v'wL c�s�jOLaLL E, 0 VJ. `N r �y CL Nam. m ?, ( 1 O W Q J O 'ado N FN1D PRIOR TG. AND NOTIFY ANY I W4 OIrN i' I k' T 6L UZCJ n t GSI ARIFCON USN T .,.. 3443' -c � u 1 1 F J„MDb REI_D ATE EXISTING CONCRETE. BOLLARDS TO BEHIND R/P( (IYP) 388 z5% �. 0 401 �0 rQ57 0 hi/ �l_1g,-` � Df 7G'rl FGOi.Kl9F FROr;(Pr- '' . - .DES/GN FLDWLINEVRQfILE _ - SIGN CODES Rt --1 STOP SIGN R3OA(CA) r, NO PARKING S1--1 SCHOOL CROSSWALK WARNING 'N16 --5P- AHEAD GW4-2(CA) SCri00L CROSSWALK WARNING R26(CA) NO PARKING NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA) (CA) INDICATES CALIFORNIA ;OOPS. SIGNSIGN LEGEPTD INSFALL NEW 'I POST SIGN PER CO.B. STD, DWG. T-1 -1 PROPOSED SIGN LOCATION STRIFE LEGEND C_c) INSTAL.. 12 WIDE CONTINENTAL CROSSWALK PER CALTRANS STD. A24F IRCE 33448 m NOfE: CONTRACTOR SHALL U.S.A. AND POTHOLE ANY EXISTING UTILITIES WITHIN PROPOSED WORK AREA AND EXISTING ROADWAY PRIOR TO CONSTRUCTION AND NO t FY ENGINEER IF THERE ARE ANY DISCREPANCIES. -rr3 18 U 5 II XIq W U O 1, m yj®I b Gr¢- a, u¢PO r<J () , A,, 4' 00 1 Or- LJ m C o" c{{A Uhit-Ji V+1 .J V C: r � e `-"" b h OE` 'u'a5LL OOIIiJ eJN U'r .L,, �I z r r YJ OLEO y'tr2 [ ^*L �. a>"D oofv �i-C r'ex;4 w+T ti frp t) ✓D W X O of Zia,.. - _ 1 �I N LL "OR.JI. art M. jpz ' C + FX1S7/N6 GROUND PROFILE- W Q Ty F j j r 'lJ r L l ...... ..... �✓ a'y.. Qi OmO 390 AT CENTRUN oJl L ou J zn 'l o s o�,Ooa` Lu t7 bid 9d7 in oOz"jy ERow F-C4� o2 3 J v'wL c�s�jOLaLL E, 0 a' ,T j> 1UZ0� `N r �y CL Nam. zW ro L` 4 ( 1 O W Q J O p 1"GJ -� 4Q1-�IT N FN1D PRIOR TG. AND NOTIFY ANY I W4 OIrN i' I k' T 6L UZCJ n t ac I ARIFCON USN T .,.. v fX/SI7NG'6RCUND PR7/Ei_--."-----..�.-. AT CET/7FRLlN[ r I G ri I T 3818 .._-_-: -_- -- I — `— � G .v G _ _ H, y � X TING' TdvINF �Ct7CE - 0.20% -e 388 z5% �. 0 401 �0 rQ57 0 hi/ �l_1g,-` � Df 7G'rl FGOi.Kl9F FROr;(Pr- '' . - .DES/GN FLDWLINEVRQfILE _ - SIGN CODES Rt --1 STOP SIGN R3OA(CA) r, NO PARKING S1--1 SCHOOL CROSSWALK WARNING 'N16 --5P- AHEAD GW4-2(CA) SCri00L CROSSWALK WARNING R26(CA) NO PARKING NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA) (CA) INDICATES CALIFORNIA ;OOPS. SIGNSIGN LEGEPTD INSFALL NEW 'I POST SIGN PER CO.B. STD, DWG. T-1 -1 PROPOSED SIGN LOCATION STRIFE LEGEND C_c) INSTAL.. 12 WIDE CONTINENTAL CROSSWALK PER CALTRANS STD. A24F IRCE 33448 m NOfE: CONTRACTOR SHALL U.S.A. AND POTHOLE ANY EXISTING UTILITIES WITHIN PROPOSED WORK AREA AND EXISTING ROADWAY PRIOR TO CONSTRUCTION AND NO t FY ENGINEER IF THERE ARE ANY DISCREPANCIES. -rr3 18 U 5 II XIq W U O 1, m yj®I b Gr¢- U u¢PO r<J () , M 00 1 Or- LJ m C o" DO %Js N�� aiU 'Y �p � E 0 C: r � e `-"" b h OE` 'u'a5LL � p�-,y�-•3` P'lN U'r .L,, �I z r r III 'Ou (O ¢rc r 0 ^*L �. a>"D oofv �i-C r'ex;4 K B0I 0 srr �.zco cio o>.TO ✓D W X O 390 r��zNwzo �I N LL art M. jpz ' C Ur � W Q Ty F j j r 'lJ r LIA m ...... ..... �✓ a'y.. Qi OmO �z��On zr of 1N op F- I o ➢.d,o to CJ L ou J zn 'l o s o�,Ooa` Lu t7 bid 9d7 in oOz"jy ERow F-C4� o2 3 J v'wL c�s�jOLaLL E, 0 a' ,T j> 1UZ0� `N IT z ,o iMoao G �y CL Nam. zW ro L` 4 ( 1 O W Q J O p 1"GJ -� 4Q1-�IT N FN1D PRIOR TG. AND NOTIFY ANY I W4 OIrN i' I J`JT wl 6L UZCJ n t ac I � I�,L '� cr r' �`,La [�rL`Yur,A,Cl \ III I 11 FG 1 1/4LP. W/KCS SILVER R IFf PER K C S F B. 1062, r r SAWCUT REMOVE & REPLACE -PC. 74. REPLACE WITH CONE MON SURVEYOR OF RFCORU IrJva[ �Ji 'tl�' �8T S1D.:WALR AND CURB AND ) I` SHALL PLF CORNER RECORD MA COUNT OF :ERN ' I L' �1.. 1J »>-s.•:f -.:—.. - -`r`T' "�i�.`.."'--.w....�_✓ 1 _..-.___.--_ ED BY CTYTCR1SIIvc�RSI DI tri 0] 024-I(CA) oo — i I 'I L WIo 9P yc--- AIJD r17rEd� �} ___....._ ...-._.._a ._.......__ a .._ e _ 2r i 18 —EXISTING RCP' -GF -WAY CF_'NAY PER ILIPROVEPdEPI TS - ^I 6, PICU 23' 3 E 70.9511 -L-. JTI DCC. NG 0207040666 OR CURB AND GUTTER S, C _. a . "Al �I I i EXISTIING STREET I IrHT-' 1 �I II EAST BELLE TERRACE BELLE TURr3ACE P IRVK WE CITADEL STREET CONSTRUCT MIN. 0.30' A.C. PAVING OVER MIN. 0.40' CL—H AGGREGATE BASE OVLR MIN, '1.00' NAT. (3RD. COMPACTED TO 95% MAX. DENSITY T1=6.0 R'=50 d 5 II XIq m yj®I b a U M r<J () , M 00 1 LJ U 4 O i . �. QTC . 'rooI ......:......:... .:.._...:...... O 390 �I art M. N Ur � IT .390 ...... ..... NOE 'RIF/ EXISTING LOCATION AND ELEVATION' _-lN + ILD PRIOR TO CONSTRUCTION AND NOTIFY _ ...... .. - ENGINEER IF HERE ARE ANY DICCREPANb ES. 0 w I'Dc 3 f 4171147)EVAINAAR0l7 0:8o"".d--ti'-._. - N .388 386 ... ....386 9+00 10+00 11+00 12+00 13+00 1.4+00 15+-00 ~V 1 r ON CJR`IF -- _1 WEST FLOWLINE PROFILE HORIZONTAL 1"=40' VERTICAL: 1"-2' CORD DRAWING aY`ViCly Y'+'A✓).. 334"46 L f"'r si�'41•.®>.4".. _GwnerSh4p oP Dwumeots _ This docl the ii and designs Incaporatad harem as an InFtumeot or PoofoirsihnOOI soil tho pmpprty of Ini?g.led Designs by SOMAM Inc. and Is not to be III in whole or in part for an{ oRar project withoitt whiten aJ5g14iation. Q LC) P (RIGHT 2017 u 9 I U CJS 00 1 LJ U 4 QTC O 390 �I art M. N Ur � IT ...... ..... i + f D ...... .. { 39O 0 w I'Dc 3 I - N NOTE VERIFY EXISTING LOC4'10N AND, fEVASON � L ( O (Y N FN1D PRIOR TG. AND NOTIFY ANY I CC ARIFCON USN T .,.. v fX/SI7NG'6RCUND PR7/Ei_--."-----..�.-. AT CET/7FRLlN[ r I G ri F/ - j T 3818 .._-_-: -_- -- I — `— � G .v G _ _ H, y � X TING' TdvINF �Ct7CE - 0.20% -e 'T 4 0 25% v b- .� � .OSI%'_.-. o -... _ .. .. . .//ESICAI fA(JKP/NG PROF'(F - -_ TOP 'y V U o u T Ion Gzl CC gumQ 386 mal -- . 386 la 9+00 10+00 i1+CTO 12+00 13+00 144-0.0 15+00 AI(�1li�i.., EAST F'LOWLINE PROFILE L". HORIZONTAL 1"=40' VERTICAL: 1"-2' CORD DRAWING aY`ViCly Y'+'A✓).. 334"46 L f"'r si�'41•.®>.4".. _GwnerSh4p oP Dwumeots _ This docl the ii and designs Incaporatad harem as an InFtumeot or PoofoirsihnOOI soil tho pmpprty of Ini?g.led Designs by SOMAM Inc. and Is not to be III in whole or in part for an{ oRar project withoitt whiten aJ5g14iation. Q LC) P (RIGHT 2017 u 9 I LJ U 4 QTC Ur � IT f H $ f D SII 0 w I'Dc 3 I � L ( O (Y o I CC Z 42 G ri -I � G .v I v I� L1i O i TOP 'y V U o u T Ion Gzl CC gumQ mal ro la I az AI(�1li�i.., ail L". I I I o I W I u. 0 LLJ LuI UJ 0 u uJ 2 LIJ Lu L) W '< < C _ DO :P 2E o z Noc S -L a u j p C Agency Appmval Stomp: Lr '7 13 b IDENTIFICA11ON STAMP DO OF THE STATE NRCHNTCT OFFICE OF RECI ION SERVICES 03 ?18394 �T- AC Sn __- DA IT.__- -PACKING # 63321-300 strimpCi RCF Job No'. 5262 C.i/. r3CJ.,.,_PiECOFtDS, N0. Ralense: - �-- J:\9014\IrnS>rovamentslGl(y Approval\Street Planc\tlwgl',014ST,_£'lanehd Proffa.dvlg HiN LUIS OJDSA J -r H .L u ..r VAnE0 5 (ANOL r ^: VALVE COVERS, d0tiU.EvT ENCAS M_N C5. ETC. TO NNUF} GtFJ- 'EH ^;lY STANDARDS. -CJ- INSTALL 5,800 II o1E:'t STREET LIGHT HER CDU, ail? D1dG SI -2J TrIRJ Lr XXXIJCUC.O.B.P'SPECIAL PROVISION S CfJ NI 86-6,01 LIGHT CPnIIIPG DIODE (LED) L IPrPoF> MODELS ,M1IC�EHN I i F TER 'fcA CRPE XSP SCRES OR EQUIVALENT AS APPRO'JED BY CITY ENGINEER C FOUND ARCM VENC AS DESCRIBED. O CONSTRUCT SURVEY MONUMENT ENOA, XrHT?-R G0.6 STn, DWD. S'-22, ERD-"2LACIE.P. I rAn , 12) o KCS' F .li � �G 55,. WH OMCMGM SURVEYOR Or RECORD SHALL FILE CORNER RECORD WI Ili COUNT OF KERN. QrOFC`--SED SEVER MANHOLE ,SEE SEWER, AND 910RPA .,kAIJ ..AJvS) (f�' PROPOSED srORM DRAIN MANHOLE (Si SEWER AND STORM DRAIN PLANS) - --' EXI TING FIGHT 0 WAY (P'R PARCEL MAP 12052-1) 5--- PROPOSED SEVER MAIN (SEl, SEWER AND STORlvi DRAIN PLANS) - = PROPOSED STORM DEAN (SFE SEWER 4ND STORM DRAIN PLANS) EIS TNG EDGE OF PAVEMENT iU--' PR00011D WATER, MAIN (SEE CAL -WATER PLANS) s''dC PROPOSED IR- nYDRANT (SEE CAL -NAT R PIANS) PROPERTY LINE ftl1 ' P - c10. >IGIJ R30A(CA) - NO PARKING sl -i SCHOOL cfto_aS,INAr_r WARNING W16__9P JP - AHEAD NOT-. SON DOPES ARE FEDERAL CODES UNLESS OrHCRn. lsc INDICATED BY (CA) (PA) INDICATES CALIFORNIA CODES. n r �IGhJE+rcNt� L INSTALL NEW t POS. SIGN PER GQB. S`U. DWG. T-1 ,:O,N v- PROPOSES ,lcN Poca1�_:I COrF�VFI TABLE I CURVE RAOiUS v r t �y' " C ilC3N i 'Tfd GTiON F' �I�I flNw J (11(ONIRJCT "P. 3o CURB NFU-rFG ?dk .Ja STD NJ >T (DFl TD 6/2/99) l 9T IE > �. � 2 STUALs-J DS (ED ll U CONS fwC. a5 WEE CaIvI31'ATi N Y r C� �R,) 1 V1EEIaIR 'Ai1 PrzCr, LICAP> 9JU.o 2E,I IJ' a -l- N)A?PLAN A88h CASE ' COUrr JC c" 155 ,U .4 4 •V :r -D '2 9 TSTD. DWS. u(' D 1' DA IL 7 ) , CAiCP BASIN �r. C.O.B.iDa T) F DDNsrauGl 1r, v ,.r PERED rp {.7] CGNSTRUCr STAi`JD:12D CUhtMcR,.IAL DRII/`t APPROACH PER ...O.B. RTD. DWG NO ST -3 (RASED 10f15) 2 a6 - fi ., Cr- NFAF, `VFRTICAL FACE. AN'J PATCH BACK PER C.0.9, ECD. DWG. ST -11 (DATE➢ '1, 1Y., i TO I+_Ar DEAN 1. o C 31 42' �1 �_ E , i f � T r'a, Ari E'- r �-U �N �lu'ck I! I SHALL 3� DEI ERMINE 3'(' I :A T LOCATION 9F rGl.,U c E %i 2 39 TEIr 11 C I / ) r � PIH INSTAf.L (2) 4' Sou 40 PVC BLANK CONDUFIS FOR LANDSC.A21 7C BUILDS E'3 (3G CODER, CD u .8 I �I "Timmum)4 O : ¢ • JC.c �. F� " ^ oTwERnT,F. - N!S'Er,l' NGV! T POS I I SIGN CODES ARE FEDERAL "ODES UN�S.J _ 1i10' yoOsa"s MC)zCjq , w -I— 355 4 INDICATED BY (CA) (C,; INDICA _o CALIFORNIA CODE,,. G� (J)N R_ = FLOWIFINc STATION �u 1 aL_ N ,''4' STATIONING IS ASEL ON CENTERLINE DATA UNLESS OTHERWISE Nf; CED. F'LAri !h 1 _ 0 ALL PROFI-F SI ATONING IS BASED ON ?TOWLINE DATA UPI_ESS 0ThaRN9SE NOTED. �/`•yOy r twiSw i�uo=o J -r H .L u ..r VAnE0 5 (ANOL r ^: VALVE COVERS, d0tiU.EvT ENCAS M_N C5. ETC. TO NNUF} GtFJ- 'EH ^;lY STANDARDS. -CJ- INSTALL 5,800 II o1E:'t STREET LIGHT HER CDU, ail? D1dG SI -2J TrIRJ Lr XXXIJCUC.O.B.P'SPECIAL PROVISION S CfJ NI 86-6,01 LIGHT CPnIIIPG DIODE (LED) L IPrPoF> MODELS ,M1IC�EHN I i F TER 'fcA CRPE XSP SCRES OR EQUIVALENT AS APPRO'JED BY CITY ENGINEER C FOUND ARCM VENC AS DESCRIBED. O CONSTRUCT SURVEY MONUMENT ENOA, XrHT?-R G0.6 STn, DWD. S'-22, ERD-"2LACIE.P. I rAn , 12) o KCS' F .li � �G 55,. WH OMCMGM SURVEYOR Or RECORD SHALL FILE CORNER RECORD WI Ili COUNT OF KERN. QrOFC`--SED SEVER MANHOLE ,SEE SEWER, AND 910RPA .,kAIJ ..AJvS) (f�' PROPOSED srORM DRAIN MANHOLE (Si SEWER AND STORM DRAIN PLANS) - --' EXI TING FIGHT 0 WAY (P'R PARCEL MAP 12052-1) 5--- PROPOSED SEVER MAIN (SEl, SEWER AND STORlvi DRAIN PLANS) - = PROPOSED STORM DEAN (SFE SEWER 4ND STORM DRAIN PLANS) EIS TNG EDGE OF PAVEMENT iU--' PR00011D WATER, MAIN (SEE CAL -WATER PLANS) s''dC PROPOSED IR- nYDRANT (SEE CAL -NAT R PIANS) PROPERTY LINE ftl1 ' P - c10. >IGIJ R30A(CA) - NO PARKING sl -i SCHOOL cfto_aS,INAr_r WARNING W16__9P JP - AHEAD NOT-. SON DOPES ARE FEDERAL CODES UNLESS OrHCRn. lsc INDICATED BY (CA) (PA) INDICATES CALIFORNIA CODES. n r �IGhJE+rcNt� L INSTALL NEW t POS. SIGN PER GQB. S`U. DWG. T-1 ,:O,N v- PROPOSES ,lcN Poca1�_:I COrF�VFI TABLE I CURVE RAOiUS LENGTH}r Dc TA TAN(ENi C :1 r � I 5 4 (' I 1 9J 4 0� '+5.4 ' 9 r C� �- r 3+J I 3 c" 155 ,U .4 u< 1 r ...7. , ), i I r5 C"LD.00 13&.40 i''O'0003" 2 a6 - r . 4 r i 20 10 C 31 42' 1 C': J. 9000 + ^.00 ' L� CCESC7-: 5')0 G0a�SS.G^6' 0 o. t snm I :Ti 55 u .8 I �I �yy� 00.(0' JC.c , a644, _ 1i10' yoOsa"s MC)zCjq �1IrI ;-F w -I— 355 4 16.46 G� (J)N n0"1 .rl 6 n 1- Z' u) lo uw �7q I �u Y {wl r CTT I COUNTY IADEL STREET,I 11 h!, (SEF SHEET C1.0A) `nJP)oSucCP C)ln oI - COTTONWOOD ROAD mw ' (BY ¢CNABATE PLANS on n0 FIF �iR1LE 1-Pu� SQV t; w if BlT PARK eTh'N ��uraV \/ ` _ I CITY _ 110 Nmrrl' EXIS (Ih't r _ N07E: 2/ Atr6 t•POSS S�(.P� i I E IN P f' YP)- - - _� ,t 1 IN ROSS -GUTTER (TYPICAu • j RELOCATE EXISTINO CONCFC FE APPR6XIGIA CE COGAnGP! OF t COUNTY I. /- '4J { BEHIND r. _. _. PROPOSED iE C& `NATER LAID _ _ iI IS SOL -1 TO BEHIND R/N (r(P) \ � I � —(SEE Ai-WACR PLANS i .. _. 10 3 �., (SE. C _ ) ,",TRIFET RIGHT -OF -N+ + DED!C�a0Nci0 THE CITY OF __ _—`.-"'�""-".-'...'� �. ,-_ N _. . i .I 'i 7-STK:ET NAI4E ' °' ._ - _.�,•y � Ujf ,GNI PER I I 8nr._R.�FIELD PER DOC, N0... _� ��'��=.__. J.R. 5 1 a I \r\, IF COB. STD, DWG. T-4 l,.I'`^z //%% C -_ yT- STD, I N �l__. __ rPROP).,rusEwER 1 \• I I .-/,_ ,... ______.. __ I ---- - _ -.rte. �.'=>`. ( = ----- -- — ` ---- — _- o: _ — u .J :..,, --- __=`r?l.—._ v....�_.,.._..y.e.-.- �. Lb..,._�. �....q -= -- . - - - _ _ _rr' --- o \ I „ '--._�_m Ma _ _ — _--=---- T —Fc -- C —_ -: - _.� a - - --- - - — uasi2o_ ----- - _ } II �"i , 7� 1 ., -r in+74 90 0 .. C_III1. 1 I4 �Sti r,. __I- 1 IS:OZa F 7 _- ... - ._ . - -_ _- - <>$ _.- --- - T" _ - - - -- - _ - -. 14,43 ? of -- -- -- - - _ - 2Y3C°E /\ M� _.,- -- ,'} EC �� DWv - ---'/ -'_ _Ill} - M35 ac •cJ----- - --- - -- ---ar.=.... I'/ I °' `_ § n e U C� 5C� II s•.-^-""` ---T".ft=ff0 i� n II d.D. 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"ROPOSED IID CROSS -OU FTFR (-"friCA� 062, Pb 71 F' PI ACi �iH COr MON S,RVEYOR OF I r nC I DRIVEWAY - RcCORG Nni- FILE COR+ICR R ?CORD WITH GWNT OF KERN. I I � T , I 1 c In UVr��<Jsa)a3'r�'D e�ZQr K(3'1 & SITE icplltn K _ u Y IZ oc')la 8m1 0 ow �'I Jm G Fla 1 Pry or i �nll� o-1 .)! -In, gni o oo mwl .yr.: mr'>I nm o ti,r p: p V RIA VIU� NJ NI :SDN'. pJ rO' + i-= JI- G o^rvn: min T): _.i 'Pw' G +' +u� ;?i� iii. ,r-I� �� -- ---.Fly— °nY— t VERTICAL. 1"=2' MARDI GRAS ('0;`0URTHORIZONTAL: 1"=40' CONSTRUCT MIN 0.30 A c PAVING OVER Il 0,40' Cl_ -1 AC'.REG',T,_ BASE OVER M;N. 1,(Da' NAT. GRD. ChlPACTED TO 957 MAX. DENSITY N Ti=u.O RR E,0 Li.4J CITY COUNTY ��,,. yew U CURVE 10 `^'sr it ` o IH FII Uh J 11 Una Iii -m LFI Ll _ K- ti _t 4] cCJ MIS �w + mloom; �,n mi Svtm G,�.rlm ) v.W Gt r I oma, c}u• II G OQ Oct o{ o-ai O.D CSI ,lira] �qJ 4 ,) •.ct'a� Q 16 'F T rp I aa + N.01 +li _ .In P _ Imo. � �� a i . l - rfl NG rCUPJ) fY?fS7/E' _ I T 38388 � f GCA`0 #12E w.--_--_._. _ _ _. ,+(1.21%. 1 --0.215% OD Ok Cs IONINE PPOFIZr :zj o - - - — 386 a, 380: .. .:...: ... 17�r 00 18+"00. 19+-00 20+00 "u zs 10+00 1 i +iJt) 12 }"JO 13+00 14+00 15+00 '18+00 na , ORTH �LOWL4 PROFILE CITY _ col�NTY � ON CURVE tJNI OIIRVE 1 PN PUTV 31 AL' II =a s �al�cl ��IIv> n o noln s� a, utr �r nu'm<o�l-s)co' 1=' ONCURI'E� .o ac:. .au JCD on no, �,Ji(U 9co Amin W�{ < IG':w ) O �M �Or "j o. �r�M -1In LO (t A: CIU gJU. (O IX� U Y LJ ry 6n �n. "!?t S. tb h -m h "I'K ] 02i rn troll X. r) I G v r : 1 II G' a N �T UJ �i crapNlv' c.�i0 cy r:� - .ur I . - .♦•�FL I 1r2a�e•4<I _ �rt;� N r,- _ z G �� ......�� ' .. .... 390 O 39V r mai i - _ _ ok E. WDu an G - h o) I, _ I )' I 1 - LLI 1 I n', Prronf .88 � 1 388 �' 1 I I nr:+• c fv�iE�>°uN� .: ' � :... , � I (.. ... . . I ..... f . r.1 anershl r C Do unvns fhlsr � d h hr, idea .. yrs and da el co Praind h a in an instrument of h5 log. Sen". s th • mpert o! IntPro al ii I A costedOus J by ole oriV1 In 1 ` Feu In whole or n art fol and 1 not ,o . ,.e P nithc t ritlen au.horic-tiah an• oirmr mecf u W 1 P 1 <r COPYRIGHT 1 HT 2017 ,.P(RU i I a i W R 7 C`J G. Q z f t. O SII it rn w a� j s m i - j p L m lo ¢ 9 N O n -4- 0 - f n r✓ 0 O K 7 N 3 I C9 G ci � _ o j n) _ Ld � P F I O i F � I I c - � II Ir I H, _ m i � Fµ IDS U Si op v >! r CJ {� .. LL D � d UJ in W Ell ip�d ro a. T.k v c n cJ ' 1 1 Agel-1 APPro)al Stahp: I'Il -F IiJ V ID_NTIFir A 1011 SIAM DN O THE ST11E ARCHL OFFICE OF PE„ ULATIO'`I SER 03-118394 �T.CxC( ,r �:�iCt Ron 6tanip(a): Job No: ROE -C . . . . !iFSlG U.FZOrYtlPrc PR4i/LE 0 - _-x�4�^t }J 60 - -_ --0-26% I - z 1 20+00 - "j Sheet N¢38fi . -DEA fL0 >rO!f 0 2F"0.1CROSS oJiE 4;00— + +0336 17 . C1.03 1Q00 12+00 LSOUTH FLOWLINEP0 3Lc, . .EE-LQR S R 15 _ — J93D14VnVorovementsV7ity MprovalASireatEnCoslIwg\4U14-ST_P1an and ProLle.dwg FRED PORTER 11 @oEra vu¢ 0w �L L I u t � z tr ' rrI q J a .z z U O aa- zrc o w US ef) e x_ wi mow. IY vJ w p /�•�, <f .O °•f J O r z Boxy io-ROE W m Z BZW _G. w aY w� w x o i >+� J L3: cD � jL%wcnw ooa xG I''xr * u -w /'� V) ai X 2 C V T a < c 3 z" a c )o S� "Q Q 0 o. t snm N A- �Z5 ja �yy� a in iY w 10 ¢I Sp7W�6,01 Iyy(( Ili (G yoOsa"s MC)zCjq 06 N i w I >6I is O�L71z Von G� (J)N n0"1 .rl 6 n 1- Z' u) lo uw �7q I �u Y p �/`•yOy r twiSw i�uo=o 0 "oin�o V1,7 I Y> 11 g Z U O K W J,Y > - �wo u JUCi 4{p K(0)Y �f Ocf ULJti Z'c` I _-- {wl r CTT I COUNTY IADEL STREET,I 11 h!, (SEF SHEET C1.0A) `nJP)oSucCP C)ln oI - COTTONWOOD ROAD mw ' (BY ¢CNABATE PLANS on n0 FIF �iR1LE 1-Pu� SQV t; w if BlT PARK eTh'N ��uraV \/ ` _ I CITY _ 110 Nmrrl' EXIS (Ih't r _ N07E: 2/ Atr6 t•POSS S�(.P� i I E IN P f' YP)- - - _� ,t 1 IN ROSS -GUTTER (TYPICAu • j RELOCATE EXISTINO CONCFC FE APPR6XIGIA CE COGAnGP! OF t COUNTY I. /- '4J { BEHIND r. _. _. PROPOSED iE C& `NATER LAID _ _ iI IS SOL -1 TO BEHIND R/N (r(P) \ � I � —(SEE Ai-WACR PLANS i .. _. 10 3 �., (SE. C _ ) ,",TRIFET RIGHT -OF -N+ + DED!C�a0Nci0 THE CITY OF __ _—`.-"'�""-".-'...'� �. ,-_ N _. . i .I 'i 7-STK:ET NAI4E ' °' ._ - _.�,•y � Ujf ,GNI PER I I 8nr._R.�FIELD PER DOC, N0... _� ��'��=.__. J.R. 5 1 a I \r\, IF COB. STD, DWG. T-4 l,.I'`^z //%% C -_ yT- STD, I N �l__. __ rPROP).,rusEwER 1 \• I I .-/,_ ,... ______.. __ I ---- - _ -.rte. �.'=>`. ( = ----- -- — ` ---- — _- o: _ — u .J :..,, --- __=`r?l.—._ v....�_.,.._..y.e.-.- �. Lb..,._�. �....q -= -- . - - - _ _ _rr' --- o \ I „ '--._�_m Ma _ _ — _--=---- T —Fc -- C —_ -: - _.� a - - --- - - — uasi2o_ ----- - _ } II �"i , 7� 1 ., -r in+74 90 0 .. C_III1. 1 I4 �Sti r,. __I- 1 IS:OZa F 7 _- ... - ._ . - -_ _- - <>$ _.- --- - T" _ - - - -- - _ - -. 14,43 ? of -- -- -- - - _ - 2Y3C°E /\ M� _.,- -- ,'} EC �� DWv - ---'/ -'_ _Ill} - M35 ac •cJ----- - --- - -- ---ar.=.... I'/ I °' `_ § n e U C� 5C� II s•.-^-""` ---T".ft=ff0 i� n II d.D. GA '' ` (=1'Y I i ( ' /:•d :,PMI (C� I-.«.�, --- _ ,_ --P-•--•- - T-" ° L.�_ PRD____ _ --- _ -LE \` --- I 6 ,� ;.WEP. ?AM i -+,i I ___.._�` _. •.`R3pA(C,A i�/ i r)Fid-sr p;�.q-'C` r f �4� ��_.. _.,....._..._>..r.=lw._,-......,_..::�.. ..,.z..._: _..d..�..:..— (-......�_._....,_�.`� I �_� _..I � IAC - _-.,__.� 7(�S_- �---" I 7F'A .i:'rvl �. f(t1 1 1 4—� l _ �__ '- _R A(cA)_1 ,T, AI J — C. ._ rl- l'I_ I _ C .� - c.TY =.• �. ...._- '_-y.. IL �!e...,....__• .. y -...n .._. -i?/S? ,.:..-_C.-.` L_.; �.. :.� .._..v..._ - _ /r.Jl-U. bl / ( f+� u r -7-.-... _-• "" \ I � I, P,�Oti.(CA) i� COUNTY ! N rLLt:-BOX criR- .�Ce. ) a /� iT✓rP 7F`f3Pid - "-�? [L'�I. f-LMTw t J 3PMI� N LIGHT i0 (TY") E ).. L2,C - ,. , � //� CR \� TM ITHIN CITY ? N TYP _ C s - - `rl POFO -D „ In 'N `a'i t`�.- V) rtr r � r0 2 LP. BATAG CUDl7-20-65 KCS PER KC '.°.0. n0• I I,5 .l CIT'( ,� FOI 2% AX CR J.,., SLOPE U U y F r• ru PG. 5E ED 1 774 .P. VV/KCS IL ER rAb PER RCS F.R. DRIVE 44Ai -. "ROPOSED IID CROSS -OU FTFR (-"friCA� 062, Pb 71 F' PI ACi �iH COr MON S,RVEYOR OF I r nC I DRIVEWAY - RcCORG Nni- FILE COR+ICR R ?CORD WITH GWNT OF KERN. I I � T , I 1 c In UVr��<Jsa)a3'r�'D e�ZQr K(3'1 & SITE icplltn K _ u Y IZ oc')la 8m1 0 ow �'I Jm G Fla 1 Pry or i �nll� o-1 .)! -In, gni o oo mwl .yr.: mr'>I nm o ti,r p: p V RIA VIU� NJ NI :SDN'. pJ rO' + i-= JI- G o^rvn: min T): _.i 'Pw' G +' +u� ;?i� iii. ,r-I� �� -- ---.Fly— °nY— t VERTICAL. 1"=2' MARDI GRAS ('0;`0URTHORIZONTAL: 1"=40' CONSTRUCT MIN 0.30 A c PAVING OVER Il 0,40' Cl_ -1 AC'.REG',T,_ BASE OVER M;N. 1,(Da' NAT. GRD. ChlPACTED TO 957 MAX. DENSITY N Ti=u.O RR E,0 Li.4J CITY COUNTY ��,,. yew U CURVE 10 `^'sr it ` o IH FII Uh J 11 Una Iii -m LFI Ll _ K- ti _t 4] cCJ MIS �w + mloom; �,n mi Svtm G,�.rlm ) v.W Gt r I oma, c}u• II G OQ Oct o{ o-ai O.D CSI ,lira] �qJ 4 ,) •.ct'a� Q 16 'F T rp I aa + N.01 +li _ .In P _ Imo. � �� a i . l - rfl NG rCUPJ) fY?fS7/E' _ I T 38388 � f GCA`0 #12E w.--_--_._. _ _ _. ,+(1.21%. 1 --0.215% OD Ok Cs IONINE PPOFIZr :zj o - - - — 386 a, 380: .. .:...: ... 17�r 00 18+"00. 19+-00 20+00 "u zs 10+00 1 i +iJt) 12 }"JO 13+00 14+00 15+00 '18+00 na , ORTH �LOWL4 PROFILE CITY _ col�NTY � ON CURVE tJNI OIIRVE 1 PN PUTV 31 AL' II =a s �al�cl ��IIv> n o noln s� a, utr �r nu'm<o�l-s)co' 1=' ONCURI'E� .o ac:. .au JCD on no, �,Ji(U 9co Amin W�{ < IG':w ) O �M �Or "j o. �r�M -1In LO (t A: CIU gJU. (O IX� U Y LJ ry 6n �n. "!?t S. tb h -m h "I'K ] 02i rn troll X. r) I G v r : 1 II G' a N �T UJ �i crapNlv' c.�i0 cy r:� - .ur I . - .♦•�FL I 1r2a�e•4<I _ �rt;� N r,- _ z G �� ......�� ' .. .... 390 O 39V r mai i - _ _ ok E. WDu an G - h o) I, _ I )' I 1 - LLI 1 I n', Prronf .88 � 1 388 �' 1 I I nr:+• c fv�iE�>°uN� .: ' � :... , � I (.. ... . . I ..... f . r.1 anershl r C Do unvns fhlsr � d h hr, idea .. yrs and da el co Praind h a in an instrument of h5 log. Sen". s th • mpert o! IntPro al ii I A costedOus J by ole oriV1 In 1 ` Feu In whole or n art fol and 1 not ,o . ,.e P nithc t ritlen au.horic-tiah an• oirmr mecf u W 1 P 1 <r COPYRIGHT 1 HT 2017 ,.P(RU i I a i W R 7 C`J G. Q z f t. O SII it rn w a� j s m i - j p L m lo ¢ 9 N O n -4- 0 - f n r✓ 0 O K 7 N 3 I C9 G ci � _ o j n) _ Ld � P F I O i F � I I c - � II Ir I H, _ m i � Fµ IDS U Si op v >! r CJ {� .. LL D � d UJ in W Ell ip�d ro a. T.k v c n cJ ' 1 1 Agel-1 APPro)al Stahp: I'Il -F IiJ V ID_NTIFir A 1011 SIAM DN O THE ST11E ARCHL OFFICE OF PE„ ULATIO'`I SER 03-118394 �T.CxC( ,r �:�iCt Ron 6tanip(a): Job No: ROE -C . . . . !iFSlG U.FZOrYtlPrc PR4i/LE 0 - _-x�4�^t }J 60 - -_ --0-26% I - z 1 20+00 - "j Sheet N¢38fi . -DEA fL0 >rO!f 0 2F"0.1CROSS oJiE 4;00— + +0336 17 . C1.03 1Q00 12+00 LSOUTH FLOWLINEP0 3Lc, . .EE-LQR S R 15 _ — J93D14VnVorovementsV7ity MprovalASireatEnCoslIwg\4U14-ST_P1an and ProLle.dwg FRED PORTER 11 0 r J AD CO :7 O r- 0 c0 b 0 C 1) 0 O CD 0 [�I QD L✓ n cD �A- ED cYi ch cri C> s C Ti R CiFiCAT )NJ GONE CT30N 5 E F1I CONS K L1T a^ d6OU`6 &GU(_R PEP C 0 B STD, DWG ST 7 ( 1F : D 6/2/99) ) rL_2 CONS RI)C7 5.5' MADE COMBINA'IQy TYPE SIDEWALK PERC.OB STD OPIc, T-5 (DA IIID 10/ -A ...r CONSHRUCT WHEELCHAIR RAMA PER CALTRANS 2066 REVISED STANDARD PLAN A38A CASE "A' I n* COVS' RUCT TPE 'A' CA CH BASIN PER C O 3 STD DWr. KI O 0-14( U 6/2/99) 9 ) Ir 1 T (DATED CONSTRUCT STANDARD COUM1IFRCIAL DRIVE APPROACH PER G.O.B.OSTD. UW'v' NO .�. 3 (D,�T_D .0/7 �i >_7 SAIVCUT 10 NEAT, (OEAN VERT i.L FACE AND PATCH BACK PER 00,13 SID DWG. ST 11 f[WED 6/2/9.1) THE EXACT LOCATION OF SA'WCIJI SHALL BE DET <tAINED BY UF( CF BAKER IEIL �^!G:fJEER. r1 Nc-IALLt71 4' "C hTAG n'_ANKrLVJUITSrOR LANC CA L c UR�� rE (3 C COVER, MIi iIM'JM) u- INSTALL NEdI 1 POST SIGN, SIGN (CODES ARE 'EDCRAL CODES UN_E.J G1HL_R1VI3E INDICAEY (CA). (CA) INOICAFEF CALIAOR,NIA CODES FIpWWAJNL SARON ALI PLAN VNVI S'AHONING IS BASED ON CENiERI INE DATA UNLESS o OIHERW' E NOTED, ALL PROFILE STAHONING 15 BASED ON OWJLINE DATA UNLESS 0'111FRWISE NOSED. APPRC RIMATE OOATON 0E- PPOPOSE0 $ GAT COAL'=F MAN \\ ES"EE CAE WATER PLANA) IT Z LP, W/TAG AND '7-20-65 KCS' PER d C. t B Pb 55 D 1 I/a !.P W/KCS 'VER TAG PER K.' '9 EU. 1087. P 74 L ! lirE WHO' P AI_ IN SIDEWALK $URV GR OF r _,;o a, RECOhi) SHAT L, FILE coRNPr. REr;ORJ ,AIH i3O.JNT Of r(END RooA(gn) IS 21 IL AM-3PM✓ P� l r c N i.e.. _ G..� I ! ='F ' 0 F-'' VALAE .,CV. R� MO,.UIv _ 1I ENC - U NT ,a J1S ALL EXb1IPJE ivIANHO� E,gN0UT5 t L,E t,a L S ..'.O i , ,D T1rSuED GRADE _ PER CIY Ela„A RDa. O' INSTALL 5,800 LV=dEN STREET LIGHT PER C.C.S. SID DVA3 5E--23 FIIRU GO XXX AND QO-H. SPECIALCIAL PRU Jc ON SECTION SO -5.01 LIGE PPd1T 1NG DIODE(FD ) Fi IrJtIDARIcS. MODELS INCLOSE aE r3LOEPH,_ 'LVJI SERIES, LEO TEK GCI JF'IcS 2 c w z m_ .REE XSP SERIES OR EOUIVAI. NT AS APPROVED BY CITY ENGINEER. 0 FOUND IAJNU"d.-i'iT AS DEjURIDED, e E e T' I �.T R f O B rTl - COuJ Rh JR• Y h,CNJ 11 NT 'INCA F EN PER ,. 0 7 DWG ST 12. T fS FC I P W Ar MKD'! 20 - KC PAR K ON, O. eD R NC MON RVE(OR Or Rt;,RD SHALL FILE CORNER i RcCSR7 WITH COUNTOF FtRPI. G PROPOSE) SEIVER UANH) E. (--EF SEALR AND UTOPIA BRAIN FLANS) O PR )POSED STORt DRAIN MANHOLE (SEE SEWED AND STORM DRAIN PLAYS) - ------ EXISTING RIGri- OF WAY (PER PARCEL MAP 12082-1) Jlgl PROPOSED SEWER' MAIN (SEE ,EWER ARJ S, , DRAINPL IIS) -= PROPOSED STORE{ DRAIN (SEE SEWER AND STORIA GRAIN PLANS) ¢Q6U}WQS p EDGE OF PAWMENT W PROPOSED WATER tJAN (EE CAL 'WATFR PLANS) � PRJ OS,_D FIRE LfDRANT ISE'_ CAL -WA PR PLANS) FE PROPERTY LIN. I_ _ _ T 7 - � t —STREET RICHT-OF nr D LI(: I(JPI F 10+0000 TO FH LIT'! 3F dA/IfTD PER L INT. Dc No �x 3r seeJ.D. ,I r L r It � fP'1n I It I I 1 I I I I I �q !' 111 {{ Iz 1! r13 i'. II i` OLMARDI GRAS COURT (SEE SHEET 01.03) Fhl Thin CoNc AO-\ a ! Q , - - PROT6 L T E (CHIPS NAPA- SIGN PER MAS IN PLACE (TYP) STD. DWG 1-1 74v/ fAl r GS 1 � ".... J- __J� - 12+6-j 41 _ I T f i-� C O !Y 1 ( ` �i v�RFwr TE EAIStING !„NCR°TC 501LARDS Tc SPEND R/ W (TYP) rXrr�,3 T�tr1.T' I -"1 1 T'Too 41 1 - T SANOUF SIGN CODES L RI -1 �- 510G SIGN, R30A(CA) .- GO PARKINS :1-1 - SCHOOL 0_ CRJaSWA-K NARN' , W16-91, AHEAD NO' SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA.). (CA) INDICATES CALIFORNIA, CODES. SIGN LFG117ND INSTAL NEW 1 POST SIGN PER CO.B, STD• DWG. T-1 PROPOSED IICN LOCATION I NOTE: CONTRA( TOR SHIA l U.S,A AND POTHOLE ANY EXISTING UTI -11 PES WITHIN PROFOSED WORK AREA A.ND EXTSIINC R,OADWPY PRIOR TO OONSTRUVION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. I CURVE TAB�_E II 'r if''I'` UI -T_ ___ I 4 T' DE.i IANC NT - Fi P W�L- 2 c w z m_ C2 84.00 195.i511133•(J6 J 41 &.42' 1�46'49`I� 5,23' (J0 eD rte.---. i 46 1 L., i El,l }�I CJJ Opel 11 � D j Eo.00 � "�1 ar j G ,, w1 CJ > c Jlgl 1-� P (0 ¢Q6U}WQS p t z 0 p v X c JI z p eco w < � 4' r]T U J 6s W gyp^. 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CURB ANC GUTTER _I ICE'NA_lK - - — -- I 1J EXunNG Si RE ET LIGHT- CAST BELLE TERRACE 21 -LE TE PACE PJAR b Sr,' v, HORIZONTAL '1"=40' or.{ VERTICAL: 1"=2' iPiL') I.JTADEL STREET CONSTRUCT MIN. 0.30' A.S, PAVING OVER MIN. 0.40' CL -fl AGGREGATE BASE OVER MIN. 1.00' NAT, GRD. COMPACTED TO 057 MAX. DENSITY 1I=6.0 R=50 I ON CURVE ON A UR'L I I UN GJNvL 1 1 UN wK At ,E.- <N';nco o If P ] 'r u1 1 Wim; II r IIS l y 2'ILO `#Prole (Y µ !)'a. U DOIW N.J 'Y TOO- -SJR CJISt-.J V" '4-I CJ iY'.I". 'j4q E 9 o- lodml� '.W r;J J �COdJ [III Jor,I V•m Rl `CICO ¢IIcbW - q'L, PCq ') �n L9�q mqM M M �m G.Iq cy rpn o '" w cJJ v' .. w. c I, s""j o<r. o r w' J p, �O P 4 C p.�W. -f'� 1 W[ - "' fXlSl/N CHOtJ.NG PROEI€'wI I s"I. a.� ♦v� uA1 E no -p+ AT /6YT£RLINF + - . .390 ,3G0 - - -NOT: 'D✓ERF EXISTPIR CO LOCATION AND Lc1 AT10 . h rIEID PROR 1E 6)N RUCTINLD N'!PI I T DIGIN RIF 1'NFPE 1R° ANY DISCREPANCIES,... . 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