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Home My WebLink About6.1-1824 Record DrawingGARDEN COMMIUMITY CHURCH STREET IMPROVEMENT F1.A1.15 FOR 23 R° 51.P f „"5'� 2229 11 Of 5'( BENCHMARK USEICO UA.G,9, 'To" GH15EL.60 IN TOP SIR CUR15 - hEx)TK 5iDE 01- 61-024 AT -rNer CORNER OF V5 IW IAT: g °M" 5C (AREA I5 PAIKITYD 2517) 1H RLAV - ¢01.(07 BASIS OF BEARING: 41, WINIPil i 17BILB414055 6PAWN LAII1182E 960090 0f.' CALAHE Pw REM('NRIJ 106 MAP of ARS DAMER. 7 dSlesi"Edi7 Riller E9-'fi'i6 CJTY of 6eK f-rFa„D, D 419,1 BOB !N Atc.7 of NI PG. 25; a.Pz ENGINEER'S STATEMENT: _._ -€LSE PLeENa AND ODECIF ,.,n`[[t)yS VJLN PrIEPtHEIT 6Y PPE OR UP-.F'CI LAY D:LCE.(. - e - AND i _ , l.: z,.. UL.�., ON AND, C 7 iE n - *HI KCJ(`j Wl_E1EC,-_ nAND R, ; IEA,_ CC}PAPLY 4aITH THE CITY OF i3AKFA 1FIEID ORDINANCES= ` , dFA'.0S, DE_ ..a':19:ERIA AND ;PIC AIDE ALL Iu .V.F A'iv :F{TC,-{-,ENIS, OF IHF. A)11iSORYY tOENAY CR AFI -ilia c, r _,, n ..+5. - ,L , ,.. c - - RL.eILrV BOARD, 0., EFZRCIt A, cCJh+IS.., .. JS �LR .iLA`Il✓IJ._ ,, T' -ADSL ::RC,:N4PJCF-S. S"TANU,PDS, AND DESIGN _R;TEF,IA FN..O'.':ak-PLED LUN 'WC CO`TS'-RCi,fION SiHALt H?`-',:EAIRECFJ AND SUCH COR',ECTICNS (E -1 -DOTED ON ,LRR.FCTED I'.ANS SUBMITTED TN 1,iE C=TY FNC VEFP. I AM Z_SPONSI.3LE FORT !SALE CALCULAHONS AN, UHAMINGS ON THESE PIANS ANT) ANY ERRORS ODAISSICNS .^.,2 d /1_A: -TION i OF lr 0EIE CRD''I NANCEC; STA . -'" F' S. t.0.o, a AVE 6_ 1_ CRrERI ,, ,...ALL 3E a,Rtr.c.DURING .DNs R, CrloN. r AS AF°t`1z,r ,)D Y At LAN .DN P. F ,_t';S Oil DA7i D` RC__ N0. 25224 EX- 12/_,I/20`9 i ti 1 t —..__ APx`>'-k V�i' : Y h.rr yc is I PUBLIC Wn _� ...,.,` R:. 0 EJ 3 COLAS ,+ ID,_ER . ll._ � ».,�R. _ D_.L,. ..,12 .. r. RCE '40. c1 CEO RAP 17 3'-18 .. x, C , 1 ,C �F i ,., R .k Q, ..z.y.-.- W "- L J ,r. _. ,+, ,. ,._ ^V't VIEA4_J 3Y'. A__ 5 L .:N f F r,l-.. ,, .,, F,I.:ro l.+IB, T IT 4.. 1 .9.=., p � A , _v ,. C Jk i t d" ( p -Rt:6 4 .0 �424 r PARALLEL 0 +✓.:},ilk Cf 3L_RF ALL Cod OUAREASNT _I 3 NEA RECTANGULAR AHFa OF i1NI to NOTES I A C PAVING TESTING NOTES. i Paunaatian & Structural Engineering Ei 9 9. 4 GRINENG O 7 IHF RF t IRF 1^Ni h If --iR°T PARAGRAPH AN F C a I CF ASIVE PARAGRAPHS A4 RF ARAfJCF nA_ / mR LNd SHAL CONFIRM i C S 1U AS F PeRAGSAF S I - _ I : ASPHALT ONICREL t I"FE 'A';. AS TYP ,iii' CsETF SHALL NE TYPE A iMCo1RL,) FOR a L ALT€RIAL _N i COLLECTOR STRIC-S Able Yr t. .: S"rANDAk<CP NOTES: ,�. - — _ _ 23' MODIFIED} FCR IACAL. STREETS AND SHAL.I. CONFORM TO 7H' ROl"Sf,":NS IN SECTION 3 '° - STANDARD .,9, SPHAL" CQ:C.2£TE, OF THE 9,ANDAnJ 1 PRIOR I Th'. TAk (r ANY r e OF IN RUUIOte WI -HE _. , _ °... ^.. ,� ., _ AIL 1.9PP-„vFnle fJTO JI....,_ o° :N ACCORDANCE NITH THA RE)JIR. MRN AND SPF':; IG;,ION.. OF H..;.TY CF BPKERoF1ELL` 4'J.? STATE 0� (661) 391-9854 Land Surveying FM F,,'I{;t .. N:. FT21, 'ii S cr^F-`,AAI n:” . FROVI!_I„NS. CAJR ORNIA DErARiMENT I* RANSFORTA :LAN STANDARD SPECiR-FITS1, ^. PRIOR I`0 ]TIE POSITION BE AAP"At T, S.NDER, THE COMBINED MINERAL AGGREGATE FRA, FIRE A (MCD?FIE'? OR TYPE B IE'i) ASPHA,T 2. 1 _ FOLLOWAO Y;TY G^- HAKERNIDIL STANDAR_n .;HALL BE CONDS R_D A;i: -CF THESE PLANS: .,TI0N TtTPiONE 32 g9. NO rl., fJSPECTC A: BC N LMJO / (�(-` }��'� ) n�/i`e��t11 �y/ �i 1 UP/^ E L ARDe,4 CowILOwF 111 t...T-€U�^.l,J�{ ^y NICE CE ( E kcw P3 BY THE ENGINEER CO RETE SHALL CONI'CRINI LO -'D 4 CUIR`_MENTa OF SECITCUI 3- -202, "$ GR CATE', 07 THr SPE2L1CAT.ONS FA, .3/4” MAXIMUM. LIFO'lJM TQC .,. f+4.., _ ., l3ECR ST -I SANDARDCEO,' ANC, GUTTER - PA)hG. l i 27 C. - k 4Pn F`. R .011. DI'I^ (''N T E 'H... N. .1 :. -F R t/RPD TER; ,MPAC JN TG.T_9 SHALE- 6 :E rcC .NSIBI'd"'! OF THE 0.. C. .8.. avER,..G .AC ,, ,. THE TATER ABC LOCATION 0 ,G ' ST --4 ANDARD J NA T 6 AHDANO p FhiE PhT HS - 3 ASPHALT RINGER FOR TYPE A EVONFILD; .ASPHAi CCNCREiE SHALL BE PG 64-10 „,`ONI!Y GRADED ASLFAIT, 0KIu5S OTHERRISF 7RECTFD BY ST -9 ANDARJ SIR1T S" CJTII flLi%S nNGIN EE. ASPH+L SEDER FOR TYPE S (MCDIFES) ASPHALT JN RLP HA BE ? 64.10 "VISCOSIT. GRA1;H1 S PH 11", UN ESS _... � ST -':9 AI AAAA,{, II'IND ICAP RFINDS � - MWNXAL, 5 f 3 Sib. teflon IFA 5 K L11h-LE', S PESER t TINDER SHALL RI fO. il'd R_4UI h6EN`S N s -HE TABLE r(,N E zAM REFIN=D - U PING Zi. ylag - f ((}-PAM '+("((+fix`- P.�(r'j"(lQr.jy "Lb[.1'C RSP ,Lt Zt-GAA..><. ,jp .. _. _ ., A •+a .. a,,s E.::. 1 .E1 F�.O 't.: 1 -r»... A 3. RL.... `, 1 C ,.It RR JJ, t ! 41 RE....IPE HS',ASPHALT AS ',l 0 - PAVING A.PHA;.;S', IN S CTIOI O'r- O{ .,R':JEb S THE BTA)+AR. VEt.I CA TIONS SPE( ;- FA NEXT: Y""7 R23'i: 4 Ioiar Tr.E C(TY OF BAKERSF: LD. : fM TT. NCE TATTER ;'.AT E w Ci'IJIRCNEkTS AN`.) .1 AIN F 441NG FJR SHF . ¢�p -3 im PAA1E,s EGH {3_ J rC,lE11, ANE6 55IM NJ A THF AMOUNT OF ASPHA-f EWER YC d 'vliXEa Vt11A IH MLNERk 1G GA` IRA, Pc. DETERMINED B 'FL C:JN/RA CR v' ACCLI+L ANGe VATS .E T r 1 Y'> , -,, 1_,o : _ -HE N ,f,'{ r.}° TYPE 4 ttSF f ON^vRE:t OVE--s' CA;TORNA .'ST METHOD 3Ei7 USING SAMISPS OF MAFRAAI_5 PROPC f ) FOP U. N ENE WORK- THE AL ION- OF ASi ALT B'iNDiR FALL BE ZZ EE Ct I: AGGREC AIE BASE OVF,R ARA'217V--D tl "-E ENEEEE^F. f'8h� ' IgA ORIS kAL CROs UD. ORIGIN% ,{LUSO i'G BE COPbPACIEj IS > ,a R.I1LP P V-- LE'NSII" HER C.O.D. S"D 5'T -D 5 AT !EAST :a DAYS PRIOR 70 -HE r ATTI 6F 'LAORK, T -=F CONTRACTOR SHALL SUBMIT THE, _OLLOSING EOR THE ENGIN—FN'S RFVI"f"W AND AFRCWW PALING FOP SHF,Li i*-,: A A I ISr ST T GI2TLGA ' AND ASPf1Ai_- SCUPCES. - , 115 I IE "A'. ASPHA- CONCREtL DYER - E. 'e9k! wa. D i, ,v _ L-...: „ _OCVP LN AlIOh Erg Y 9 INET C h°T •Rr6P$s DC. IN Q3 ORATEG IN TNT 'NC6F CONFORM '!(. r -I k-(�UIRF AL . C: SL(LION )N „ "_UZ, SHALL NOT XARY MERIT T,AJA CNA FUGI ABOVE CR SE -00, THE GRADE ESTABLISHED B.. THE EN.GINEE;2. " ALA CRLINP. GEOUN0, ORAiNAI CRrO,N1) 'G U. CC.F1A':T_D PO 909 RE AIAVE N-NIAH IFR •7.C:.8 _ID ST-'.: _.____.�_..., - ._-..,.. ,: 3 TAGC'7 GALF THE „TANJAR,J SFEC4 CATINIS AND Ni -SE _REC9AL-KCIISiONS. MA ERIAL SIEVE ANA -SIS ADS SAND EQUIVALENT TEST A, INS FALL TRAFF'L CONTROL SIGNS. RF„Sl, IS SEOUT It NET ar, CLOER THAN SIX (8) &kONTH9, ALL OTHER TEST . S,tiL70 SHOULD NOT "t OLDER THAN ONE (1) YEAR. 721eAJ$LT`t t51.r1 F GO' f'rYPE 'QJ1% `j't.l It �1 H:3lIA+1� l'UEPj - G J i..., F= - IF Y PLANE A ANY PCifN. SHIM _L .'NUT daR" F10;ccAN QiJd FUO,]vb_' (R k3CL6kY THE GRADE EST4t'Llnhi°C BY ° ENGINEER S _Tt;L TYPE S CURB ANE' GIJT'ER, PER C'_06 STAFC`A+ ; .,,-. ,Y L ITEFT- UNI, ST GPI f NO NOTE1, 23, C- All AS-,kL1 .;UNCRET-f MIX DE5{,N „'fE'fc9r11i2ED Al AC;CORLi ,R--, Ali,- Ca,,lv(tNtA TEST 3Cii, LA3OR>aTLk`A 'ES! RE `,`UI.19 ON .+ETCH THE 'S�{iDEtAAU.' k Cox( rCEi`..�i2ii.8 W; uA)44EEL_C+BeER- "RR-AMIR DESA{ ' IS BASED _HAL:_ BE SUBMITTED PATH HE lA,X DESIGN ALONG LAT- THE r;E(`cfl )A.- MAAMI M DENSITY O, .f CESICH ^A:Xft PE: AS E 5. .,,. . - ,? _ ” -. ,, .,,, ,.. „ ,.. ,..,, ., ST , ., . ,._ . ININ AIL fiODI 3-1;< PULL BOY, 7R STP,Ec7 LCI- S. A� F.,,&L ALL F.. LI 1:I HE IPJo1ALll..; G'NI BED A _ T ^ ., '}-„RAVE nDNA' .EIC vH�r EONT.. r5C':'_o r ,,nA aFL DETERMINED ASTM THE .+E � MEET SF SEC! ON SG, REGP GE �.E MIR HF x 4_,A THE RE UES NINEPIN,' 6 "NICK. ONSDAG StAND FPD PE SPE AfEHA_39 STANCr PC PE FIt,A NS AvD THESE yPFC� L <JV..SIOfdS F THE -;AT HIb STED 5^CJ1S THAT THE MArER! ADS, "UB°T NIA lY THE A 47. SAFE AS WHEN THE DESIGN RAN PREPARED, IL „"S:GN PAY RE UP TO THREE (37 YEARS 0!.D. THE. DEVELOPER ..HALL B=AR ALL. COSTS V .., L MANIK'�_E AND AMPHO + AND COVES `--,AAI Id GCT 1 4 7VJ '>;r SENT GRADF. ASSD AIL) WITH IFIL ASAPHALT CCN Ri%I! IkX DESIGN. L =RAxd' ! ,II °- i.FGERCRWND cE ,-i'FI SVIA,_ 1St. CONil,�:0 A LEASE 2 R_�t(Nt; MAYS 1E.LN If; CCh_i-tUD !GN. DA) 22:7-Go00. _ P. _ _ T _ _. _. -.. . _ NT.IERE fNEVr ASPHALT CDt-,.:ROTE FA`lEPAENT IS TO .,ONEOR:'d _X i ,N6 rP.b U-.FUft}R^-5, IML , X.,',NC PA JEM`€„NI I; T(s BE 4A'N t',UI IN A N; A[ - • S' -T * c E .IIP n PERPENDICULAR O THE ... :: OF y : T ADD „Cr S RAL, V..I _, ESH_F P . A.__L .R �RPL..D16UL6R 1y Ht. ,cN r. RI..N.. -: THS SIRE_;. ate,, n: A. MN.I dI)M ., ..=ANI F. OF OIJE. Ft„+ FROM �' H_ 4AUAL RROAIA 1St GNS 1N PANELS1)P`EDAL ON T 7E D _RHI hAtEWAY MAG FS -17,-; M. YinNJDAI_"''A)OE h.IIT AG MRL= OR Tb_ EXSTINA EDGE CF-A/EMENL - 19 SHAMOUNTED' .COAL. WADS IVF $INNS I"., n „L HF:H .1,U. T--79 SHA -L 3 LGE;°FED Vra THlN RDEWA,< 5` FA..v BACK. 7. A PRIME COAT A`1 I, NCI BE R 0,NRE„ ON LICH -PA ED AREAS TO BE SURFACED �TeIOR TO ^+-I.ACEMifN OF ASPHALT OWE `JE ALL CT -ER .. .,_... _PART _ _ _,S S 39-4 ., ,” -. _-. RcUUikE11._N.a OF SECTION . SUBGRADE, OF THE STANDARD VENC.I-TALONS SHAL. H° a1Fr. ;D_ _ , O, TU „ , N AN SPIN STR,EE PFRMi` 311E ?.. OPTAI1vFD fFr_ C.I:Y ;.;F RANI 3:.F IEJ_L ?U 3L 1., ,.v1;Kb DI A..."ENT V,. ANY bx1GRa 'V kFOHMEEU Y+IIHW _ mom .Ui, P. C PTE STRE. .i^ „ ,. pSS XIS,INC- AC., E: .,.0 _. .QCT ft.SI IT--0F-h..YT OCA__ SFCJRtiD BY IK RI?.. ✓1-MENT ,<-Ei9ENl', Jr_J"CTY F3A_FJ ON AN APPROVED °LD EN4E:=:12'S . ..,. _ -.. _ _ - .-... ,,- ._ _. _ ,. F. -AIN- .TIMA'.._ FON TL+ /v"RK PR F. R E VJI 'IGI THE RP`:H J C E O d_D R CF-'+vAY .AAV I,_.:^ANCF SHH_ALL BE PCTE: PRIG+^: TC ',.SSUANCE OF 7HE. PERMIT. B Sr FH AP,C:A ft V -ICH ,AIN BIDDER HAS BE N :Fri p S�-A.L,L. Hl x I kC TO PUBLIC TP,AFr;C. „A.._ _HAL- HE tAHEN IC IxVL`ID FACKInfG B'IPFD£k' mSE a-=^ OERE VA FRW ON -0 TEE J SFNIC PANFECTNT SURFACE BEYO'vD I LIMITS OF COJS'TRUGTiJN. 17_ ACCRETA (E OAS - A(':GR6.o-.AI , MATERIA IEOi2 AR IFk AL AMID ('.CJ ECTUR ROADWAYS J1,AI. BE CRUSHL, A-,(HC�41'F' cTT,,,` -.,ABj A ; HAVING SEAMS SHAL E LOCATED TO BATCH D SAN TRAF-C LANE STRIP -TIONS ::=I- Y - - :n;cL-. B L EvE L STRIPE C„ UN., CNLkSS p-„,RYI';E PERMIT`ED B ENOL (,-N. ORhf iPJ6 c, 5�,, ,JON 2.,u-22 C:� .HE _,T N:,ARD SPErl-ICATICN 1, P4...'JC SEORKS COATS Kw COON, LA _S LC ON (TRENBOOK``, _00 . _:E ._�K, AGGL REGAIF BASF MATERIAL FOA LOCAL PJADAA-S SHALL BE EITHER CAB OR :;RUSHED MISCE- aVES_S BASE i eii 11OAFFBMNG TO S'ECT;ON IF r„RAECTIO, S NNE TAPERED c ALn`RS SHALBE aJ2c G- D AS SCOOTED BY 'Hit, ENP,.,O.iT A^.n D:. TIONAL A^PHA_T CONRr1A'HALL 9- PLACID /:C^ 24 Or THE STANDARD SPEGlFiCATYMS FO—, PUBLIC BONS CONc .� ^I_9.I, LATEST EDITION. (CN. AT ROAD AND R.;fA"_ D AIRS, WHERE SHOWN ON DIE PLANS ANC AS DIRE„ ED >Y THE ENGINEER, AND SHALLBE HAND RACKED, F N_CESSFC'-, AND COMP»C"SD t^ F_AV SMOOTH, APE. -^.EC CC'NNECTI'JNS. A,C131'-GATE BASE SFIA,__ BE rURN,SHED ASID PLACED IN A NORBANCE wITAI THE I%N-AArT PLANS, THE STAN- ARD SPECIE'S? :ONS FES`? PUBLIC r RKS CONSTRUCTION AND Alai D l'A+: D SPECRS'AT'-`UPAS. AGGREGATE BASE SHA -i BE 63 LED 70 lffi_ IN THE CITY CLEP.ANCES ANO 11 THE FIELD DLY "Y OF C(J4 PACTEC A PH T CONCRETE ' ALL LTL DEFIRMINEi, BY: x b{ LD -J 95% ED THE f A 7 M DRY DL v Y IN AJ ( ;I A,'f k W IF Ao,tO L 7 A A PROPER f CAL ;ERA TE NUCLEAR ASPHALT TEE NS JE,ACr N :E FIE -0, OR .n_ SUEGRATF rRCPARA CH; THE CONTRACTOR Afl FINE FCf ANY CCA Pu T STREET 236r/IDC N Ar .;NDA [ VEY1 'V' E CON 4 - ":' PI ANO A RE 'IREMEN15 A\•: ST n1 FD SPE CY TONS. AJ , A` SHAL_ BE ORAOc) `; .ri:'HIN THE CITY T.OLERAECES AND ',,UV A`_':ED :n 95ry „+F B, ASH,', WHEN SLABS ONA CAPES ARE l'AJfEN FOR LABOAiATORV TEST'NO ZJNC STEARATE MAY BE SUBST;TF I WTH PARAFFIN. HE ,dAA4AUk. DRY DE NS(fY 1. r, „izGAI k,F_ ur"TH ?Sir+ D-=155?- . IN CASE OF DiSTP_IT-, E4_THOD 3 ABOVE SHALL BE USED. 13 All r RANCIING TO 3E CO;NDU tC SHALL 3. AVD COM ,,, OJ PP ,. Y S, ANDER, DE ATL S't'-2£.. 12 WHERE 'YF COMPACTED TH CiESS OF A . rER OF ASPHALT CONCRETE IS Q '{OT OR LESS, PASSING OPERATIONS SHALL 6E CGN� CTF6 IN t d CFPA ON STS SHALL BE T�5 RcBPbvRIfll.TY � , E .-LCR _ •-[ NUMBER AND LOCATIONTIOi 0 REA ,.0 TES -5 o::ML TE BL1EU F _; SUCH A MANNER THAT AT THE END OF EACH SVCRn .. IFA, 1111 LENGTH OF PA:_MENT ALONG T,'e 'ARDITU, !n- l iU C*- BET>Ai ADJACENT BY THE CITY POINFER .?NES LE NOf ,Rr.A'�"YT? LOAN HAT' W -KH CAME JJ PACED DURPO" FEE hr, LONAING SHIFTOr NPORYA- PAVING OPERATION, ADDITONA_ ASPHALT CO -')CRETE SI TALL B£ P_. ALONC THE TRANT,-ERSE DRI P-OF.S 0'N EACH LaNE SUCH E' Ci T: >N!A' ARI'Ha'.. T 'U` I R:-..- `'HA I. 4A`:.^EG J C C f C S L- BE 75. PRIOR TO 'THE STF.R I' OF AiJv 1 HA 1 O.c (.C,RdTRU TION WITHIN J „ RGHT _r, ATY, IN'' 0-Y CCNSTRU': NA4 INPEAHO, SMALL 5E C(4'E=i 24 wE _ _.IE RAKED AND COMPACTED TO FORM TEMPORARY CCN=ORPS BEFORE THE LANES ARE OPENED 'CCI PU9,_H. fRAFIiC, KRAFT PAPER, OR OTTIE'n HJ,r N NOTICE VFa'z) 326- '049 APPROVED POND S!:EAKC2 MAY 9E PLACED LANDER THE CUNFINT,IdJ TO FACILITATE THE RE IONS!_ OF THE CPNF?iftMS WITHIN PAVING OPERAi:ONA R-.SUME.1. 'IV,lUST CONTP.O:' �ONI'RACTOR PHA 02=FIN A COPY Cr THE DUST CONTROL PLAN (C.CP) FOR THIS PROJECT TROM THE DEVELOPER AND SHALL. KEEP A COP` ON SITE AT A _ HIES FO. THE DJRAIICN y CCNTC:,CI ,n,. CCJI; ANCY CN III,, Sill', CON TACTOR. IS RI Q61RF” IN CONILY 4SIH t 'E;2E THE JMPACRD :'K,KNr:SS OF A LAYER OF AS' -ALT CINCRET` IS NOR,T.hN 9.1E FOOT, PF.vly ?.NAT{O'r SHALL. BEC J✓DOTE `J IN TH. P4Alia10NS OFS'Aln PLAN. SUCH A MANNER 'HAT -HE LAYER DF ASPHAL' CCa R_TE IS Pi ACED ON A 1 OPIT3,;OU° TAKES O'F T4 RAV! _F) ANT i=:FORE IME LADIES ART. TC p -,;. • A . AT.... c ' 'nlH WORK SHIFT _H ,=,.."i AP ,,N: '-N N ,E E Ca H 0,A]CRE- h A ,n,r.;-N 1. OPENED S UB,.0 EH IC. AHE E D S E .. U E CIS J S B .,.E E NS V A .Axxk S. ASPHALT ..,JN ,RF v i c y7 STNRM 'DATE' POLLUTIOIN RR 7NTPON'. SHALL CIS-A.IN. A -SPY OF HE 5TORA 'AA P ILCN PLAN iS+NA � ; FOR THY, FRO,ECT. "!+A N:1' Sir GRFAi' R AN f0 F A1,DTIC AI. 4.`'PHA. 1" O.CR^:TE SHA PLACED - A CPi9 TI"..TRANSVERSE ^%... S - N F ACII AN. ., 3... _ E FF -. ,. .I ;3E.- ,.1 t&EDP.... C LAW .. CON'"RACP^VR ^ROTI IHi: RI OPER AND 4 A11 KI `:P A ON S7E A.'.' ALL rb FSR HE UURx :ON C C Nf,rn�70k DrD"ANl1 ,, 413 SIT, N, ALONG THE LM1NI3RUDINAL DROP OFF BETWEEN AD '�ACEhI LANES, ;UCH ADDILONP.i ASPHALT -^J.7NCRE 7HA1 - .ANJ-) RAKED AND GO3^PACTED LVED �Fs, .,(d'Y - �: i R ASEAN OF SAI-) FRN_ �E'1TR-CT?r,2 IS RE4UIRED O 'DOPA 'NI TO FORR= TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED - : Le:;C TRA�FJC, KRAFT PAPER, OR OTH.c Rub D BC.'JD BREAKER, PAT := BE PLACED UNDER 114E CONFORAS I=. I- ACIUrAR AHE REMOVAL Or THE CON )LMS WHEN PAVING OPERATIONS RESUME. i- :. .,, ., _ A _ . __ _ ..... Cl , ,-„ .:,., - ,- - . RiOR ffi;. FAR I RCJeC1 AFRI. AT CORNICE' I AN IEE: YANIL AS PT 14f 'I'SrcE ir.D I „✓ -AVEC D£enCN a'NGIN ER :k. YHAL� , i ;F _EOVA, A„SAlOATI CINI 10PA FF CHAA7EN 4 hACAN IZHAi, A <,;,Mr -F) =C IF CIT „ )AHS "HOP ;C PAVING. 14 A- Pi m°,:. T. CON,a-T.TF SHALL BE .OMPA -TED TO A MINIMUM 92 PERCENT OF THE MAXIMUM iHE.Rz..11CA .. UOU S,.Y AS DE'ERMdED BY ASTM "-264[ IN PLACE DENSI `Y SPALL BE D€ -'RM N'.0 IN ACCORDANCE {1111TH C.IJFC'R'N;A TEST 375. 19 IN, Ell uWE -,VTMEN” MARKERS AT CENTER+ VES :OR AA 'IRE N DRAN: LO:JATIONS iP THE N-FAAGE i:—FAADENS lY OF API" _G - ASPHp T CONCRETE SELLS THAN 72 PERCENT OR 3%. f,TE'R ir{ .N 94 FE+2 N' rf THE MAAW_M 20. - NOTE STAMP xPJ =5 INTO ':E (A.'ARa F ,L OVER EAC' 4F4MIDt E.,A =:RAJ_ S+ v3ETIC DENSE: Y. THE 1214 TRS d WILL s',E ADVISED THk 7F RE UIP E RELATIVE CC'P91 At T:OPJ S INC BC;NG ..T.ANDD :AND `?=Ai -HE PAA RIA N OR PRU E,” ARES JR BOT NEEDED, NEED ADJUSTINTNT 4SPHALT COECRETE SPREADING OPERATIONS SHAW GOT CONTINUE UNT:I F TONER ';UR HAD NJ NFD THE Y FN VER OF THE A )U fw .: TMST WI BE S -0A +. ORDER U ARE! T` F 2 J WRED CCM 1CTIC% =F Z-_ L q INMNES CiIALI BE ?JLC STATE LIGH ,di 14 : Oli Irl -: TW!cf Gr u,hl0i(CF-,:7RIFJd 1fJ 1')R'-�'; ;, SAIALL d'J^,('OEM G P: 1,iisl -I TEST AFTER DOES NOT iii "k+rS'iCFrF °hF.^P-AT ^' fs ur E LJCHPNG _PE»FICA IONS FE7 IR€M+, R ANT U]SSIVE NOTICE ,451 ^JYCRE PEPRtbEU , 3u 3 cl xNC RFaz Dh �.H M 1 RI VHA MEETS THt e PLACE DE S Y REd LP Ex PTS _. ' -'2. TF ! f a' A+ A" 11 RR Sao R' 1 Av1 I N IN PUBLIC 2(HY- F NI1 IH. 411E D .4 L V OR GC ACT tVEET CJ_. �,T ,E .).ARCS SET _1 PUBLIC NQ.Y.S 1w1L REQUIRE REP Ai RING 6 IF THE TEST RLSI LTS FOR AIN : 7 OF A,PHAT T CONGRETIF PJDI AI ".A"f FILE RFA—IVF COMPACTION IS OTHER 'LESS -THAN 94 ? RCL'/ OR ANI , CR ODORANT S rvR Cl YN RTF? CONCRETE SHALL r , ".H P,C THE A -PHA Ov RETE REP ES NTE C TI'Pt LOT ALL BE REMOVED, AN REPLACED `� JN rM t. l' RS! .T DJ`5 P NET- E c E L 6EL to E ,L %:, r '.,R'c THE > WISAX S: F' C P NET- hl PLA' E LL'4 r I?L _II E M PJT USE WkRE TI' E vA lR .ALL BE A THE „JA TRfi 1 I S E Y EPS".. <.-. r rn r SI ::PAP JN `J4 ( CURB JF A N EVER A 4 CONO T F,TI S 4 G 17 THE CONTRACTOR SHOULD .P.L PY;APE OF uS,:NG L f2 ?-'D SIOROU )RAIN I+a NFIJ :::, tiC7Tt (N VETE RO 3NAY. z�+. i EXCEPTION it �u ,rT.=1-T ..v,1 f,B , :Int{€ 1 I,= L. A I t^� Era, 11-1 r.a ;itinf <`r I Near, .,I �.. L E CE OJ F C I ON l r .. _ ( I L� f. k. C��D ,A � L E , , E E La , T IrvE To AVH:l2F fl{, -,Y ARE 5 „u141 i E€?'EIN 18 THE ':'VSES SURFACE CF THE ASPHALT CONC'lCOS. 'O nlr�lF F ECIt EJ SURFACE TOLERANCESSHAL SE BROUGHT hl 1J o=r r a - . �. r- I 11 A ` 44 ( "N F I !IN 71A l € ."':J'I' T r T �R 9 FA =! R N 4 L M... i L L MON R:»9 t ?.fJ AP 4 M iT. R F ACC"9 0 RAN B FIE ) b a 3 A E L,,' (ZJ C ., D ft_ LCE E C_ (3 L E 2a r ✓ r PkA h' f C LAOS A 'II A T1` FACE CF `NA STR . I SHAFT '" A FOR f U, It ,! FY- t N f. F JD I. S C t C B C F F 1. B b C.. 1- .F 7 K S) .^ L LLC .ER r N - H P ENGINEER - T Y,"VL BE BY THE N„UEE. THE CORRECTIVE Nf,Rlt AT TI-_ A FHA CN, RF F OVt RLA C B SRF THE MAkl4 lA nT SETA *?E ?% AI TERNATL F_N Tom- CI'Y r:6 NEER MAY ADPROVE „_RAIN., F _JEAC'< OR C`eER 9ETHOD B E BEHIND J A -J TF vi;.THC_ P_LL_fED .,HA, .. C= M- -:NT v », T FIE l hiA_K ,r IRkC L7rS FXI d:NSF ' „R A, f1,.,. - :COLO ',TCP L HE T E P' n;.;. HESSIAN �.ARDSf AI E. ib1 FVC I U., S.iC`DN nkF °GB AY T .,dS_R AJ TESTU'e C �=A bH°LI A 1 CP! T4 L rSCA c LA 1 c,i "P` S I E� I A.r'A1 RM1CIND IS U !G B fl sE FIN SnED SJS-ACE t EC.'Fl u SJRFA-L TCL RANCES DD{TiOhAI GPiAlD ti +LL 8 EFJRh/`ED v.,N -_ -_ AS fJE.JF EERY G ENLARGE THE CRINP NC AREA 07 THAI TkF lnNul ^!N LM IS a""` GRINNING ARC AT CUNSTANI CURSE] CROf1, AND ANF By III,- REC2eA IAM AN4 PRK DEPAR -0 PJT GARDEN COMMIUMITY CHURCH STREET IMPROVEMENT F1.A1.15 FOR 23 R° 51.P f „"5'� 2229 11 Of 5'( BENCHMARK USEICO UA.G,9, 'To" GH15EL.60 IN TOP SIR CUR15 - hEx)TK 5iDE 01- 61-024 AT -rNer CORNER OF V5 IW IAT: g °M" 5C (AREA I5 PAIKITYD 2517) 1H RLAV - ¢01.(07 BASIS OF BEARING: 41, WINIPil i 17BILB414055 6PAWN LAII1182E 960090 0f.' CALAHE Pw REM('NRIJ 106 MAP of ARS DAMER. 7 dSlesi"Edi7 Riller E9-'fi'i6 CJTY of 6eK f-rFa„D, D 419,1 BOB !N Atc.7 of NI PG. 25; a.Pz ENGINEER'S STATEMENT: _._ -€LSE PLeENa AND ODECIF ,.,n`[[t)yS VJLN PrIEPtHEIT 6Y PPE OR UP-.F'CI LAY D:LCE.(. - e - AND i _ , l.: z,.. UL.�., ON AND, C 7 iE n - *HI KCJ(`j Wl_E1EC,-_ nAND R, ; IEA,_ CC}PAPLY 4aITH THE CITY OF i3AKFA 1FIEID ORDINANCES= ` , dFA'.0S, DE_ ..a':19:ERIA AND ;PIC AIDE ALL Iu .V.F A'iv :F{TC,-{-,ENIS, OF IHF. A)11iSORYY tOENAY CR AFI -ilia c, r _,, n ..+5. - ,L , ,.. c - - RL.eILrV BOARD, 0., EFZRCIt A, cCJh+IS.., .. JS �LR .iLA`Il✓IJ._ ,, T' -ADSL ::RC,:N4PJCF-S. S"TANU,PDS, AND DESIGN _R;TEF,IA FN..O'.':ak-PLED LUN 'WC CO`TS'-RCi,fION SiHALt H?`-',:EAIRECFJ AND SUCH COR',ECTICNS (E -1 -DOTED ON ,LRR.FCTED I'.ANS SUBMITTED TN 1,iE C=TY FNC VEFP. I AM Z_SPONSI.3LE FORT !SALE CALCULAHONS AN, UHAMINGS ON THESE PIANS ANT) ANY ERRORS ODAISSICNS .^.,2 d /1_A: -TION i OF lr 0EIE CRD''I NANCEC; STA . -'" F' S. t.0.o, a AVE 6_ 1_ CRrERI ,, ,...ALL 3E a,Rtr.c.DURING .DNs R, CrloN. r AS AF°t`1z,r ,)D Y At LAN .DN P. F ,_t';S Oil DA7i D` RC__ N0. 25224 EX- 12/_,I/20`9 i ti 1 t —..__ APx`>'-k V�i' : Y h.rr yc is I PUBLIC Wn _� ...,.,` R:. 0 EJ 3 COLAS ,+ ID,_ER . ll._ � ».,�R. _ D_.L,. ..,12 .. r. RCE '40. c1 CEO RAP 17 3'-18 .. x, C , 1 ,C �F i ,., R .k Q, ..z.y.-.- W "- L J ,r. _. ,+, ,. ,._ ^V't VIEA4_J 3Y'. A__ 5 L .:N f F r,l-.. ,, .,, F,I.:ro l.+IB, T IT 4.. 1 .9.=., p � A , _v ,. C Jk i t d" ( p -Rt:6 4 .0 �424 r If the proal is subject to fhe provisions of the National Pollutant Discharge Elimination System (NPDES), a "Notice of Intent" (NO[) to comply with the terms of the General Permit to Discharge Storm Water Associated with Construction Activity (S RCB ORDER NO. 2 - -DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012.0006- QJ must be filed with State Water Resources control Board in Sacramento before the beginning of any coronuction activity. Compliance with the general permit requires that a Storm Water Pollution Prevention Plan (swppp) OR prepared, continuously carried out, and ok—I, be available for ublic' s ction 4 If 1 t' 4 h t3--- Y> In OR CIU ng nal cons;tuc uan SUPS PARALLEL 0 +✓.:},ilk Cf 3L_RF ALL Cod OUAREASNT _I 3 NEA RECTANGULAR AHFa OF i1NI to NOTES I i Paunaatian & Structural Engineering Ei 9 9. 4 GRINENG O 7 IHF RF t IRF 1^Ni h If --iR°T PARAGRAPH AN F C a I CF ASIVE PARAGRAPHS A4 RF ARAfJCF nA_ / mR LNd SHAL CONFIRM i C S 1U AS F PeRAGSAF S - CALlFUll 933{7& As .s,. 23' S CTId4 42-2.32. :OB TRUCTIFOA' OF c STANDARD SFEil"I A IONS v CG SEAL CCA SFA I B£' APPLIES TO ALL NCNED >PH 1 PRIOR I Th'. TAk (r ANY r e OF IN RUUIOte WI -HE Th. CITY RICH OF SAY, (661) 391-9854 Land Surveying DRA'F'N BY: 11. CTY CONS a, 'NS CFIVN pEPART€EPT SHA„ BE ,1AFSN 2, HJSR NOTI_o. _ MAE-' .. » . ENGINEERING Soils Testing ^ a ^:-e"I P ^ F P" A THE FOG SFA COAT SHALL B E 7IH' R REJ'UVENA', G SCRFACE AT '.LE L6 L_0 F. 'S _X c.N 1E. F v _ L a B c RD ?GEN. UP, AS" -AL iI% th'ULSICN AS DI:^:"CiEC .,TI0N TtTPiONE 32 g9. NO rl., fJSPECTC A: BC N f, Al RFK TIES ARCA / (�(-` }��'� ) n�/i`e��t11 �y/ �i 1 UP/^ E L ARDe,4 CowILOwF 111 t...T-€U�^.l,J�{ ^y NICE CE ( E kcw P3 BY THE ENGINEER - �. �p v VN 4 crpEET PERMIT WITH fiPPRGt .,TATE .,. CL RL . ARD 'v TQC .,. f+4.., _ ., l3ECR �p j/�� a{J, � LA ' - . l i 27 C. - k 4Pn F`. R .011. DI'I^ (''N T E 'H... N. .1 :. -F R t/RPD TER; ,MPAC JN TG.T_9 SHALE- 6 :E rcC .NSIBI'd"'! OF THE 0.. C. .8.. avER,..G .AC ,, ,. THE TATER ABC LOCATION 0 ,G ' JOBNo SHAM. BF DETERIMMED, B 'L „1177 EV CINECf2' :.. iJ!" :-ACILIT^• .CC IN TP.E FUEL{J RIGHT -JF vu'AY '.5 TC BE n',. V.ATEi PSANP/gNEO "Zl'iJJ i,C1 ,.,, „ , ..,,- C GRADE E SAVING RA -„i - R ISA e3„ I._. •. T .R SPECIFICATION .TIO _.. r: o . f,U "Er SHALL TH..fF,... FJLx.(,..,NG hi...,.F.Et; CALTRABS STANDARD E.,IFICN..:,.N SLCTI0.1 1,. F_ _... -�,C. � Fy^�ye� .i} O .a^ r IS -A n 7 l,rL 8 N,6 �rp 4�7 1. 1 A/+,I's:A.J[ �'0� t'. G-'. l57 0 t CJ'.� Zi. FA1=hVG COhiRAC k,3 ,.R/,1J� A:N_AS :., q. ,..3 .. _. _ ., A •+a .. a,,s E.::. 1 .E1 F�.O 't.: 1 -r»... A 3. RL.... `, 1 C ,.It RR JJ, t ! 41 RE....IPE r= RTIr STE OF -`'XQ- ,. ,. ,73 Tr.E C(TY OF BAKERSF: LD. : fM TT. NCE TATTER ;'.AT E w Ci'IJIRCNEkTS AN`.) .1 AIN A2).N SE U, -,H E- 'f f -. 7ttt "-. "Fr *.518 'A 1 47 C.d .E T r 1 Y'> , -,, 1_,o : _ -HE P V - ., S� BAKE ..,F ELD H..._ SEMI L,cL i r. %J �x�8 EOi5=21CiNOP ZZ ENE- 4A- - ANE FCLLO dINv MP:_DIA,ELI PRIOR TC ACING .>u_,L4Uc .l .XF 4F l::,IERI". THER_C.N THE CpAt :G ..Nf_.;HAL CONFORM If. R I f'8h� rt --X'rt t..T 0'^ ixa .. PLANE 111E GRADINPIANS A" ANY DINT A. HLAUP THE SPH."._. CCKCRETE OR ASPHALT CENCR(TF LAST 3 10 HE FCC.' ON GRADIN ) P' - E. 'e9k! wa. - SHALL NOT XARY MERIT T,AJA CNA FUGI ABOVE CR SE -00, THE GRADE ESTABLISHED B.. THE EN.GINEE;2. " _..__._.__ ".-•-.-•-.--___- ,..._.,,�.-..-._..„ -_.__-..SSSS .__.__....__,t. _.____.�_..., - ._-..,.. ,: �^r r E WHEN I -HE SUBBAAM OR i R.E Ail At- ,OT F THAN ASPHALT CONCRETE BALE} ;£'� TCB ,ST all ".E DL ANE, 'HE GRADING - 721eAJ$LT`t t51.r1 F GO' f'rYPE 'QJ1% `j't.l It �1 H:3lIA+1� l'UEPj - G J i..., F= IF Y PLANE A ANY PCifN. SHIM _L .'NUT daR" F10;ccAN QiJd FUO,]vb_' (R k3CL6kY THE GRADE EST4t'Llnhi°C BY ° ENGINEER �,191'kltGK..%b'NGT - J'2� -_°�. RT. 23, 95 PERCENT COMPACB! AT LFASI 1' Cid EACH SOL. 0' CROSS GUT `_RS ABU COMMERCIAL DRIAF APf RI A, sS, 'S�{iDEtAAU.' k Cox( rCEi`..�i2ii.8 W; uA)44EEL_C+BeER- "RR-AMIR If the proal is subject to fhe provisions of the National Pollutant Discharge Elimination System (NPDES), a "Notice of Intent" (NO[) to comply with the terms of the General Permit to Discharge Storm Water Associated with Construction Activity (S RCB ORDER NO. 2 - -DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012.0006- QJ must be filed with State Water Resources control Board in Sacramento before the beginning of any coronuction activity. Compliance with the general permit requires that a Storm Water Pollution Prevention Plan (swppp) OR prepared, continuously carried out, and ok—I, be available for ublic' s ction 4 If 1 t' 4 h t3--- Y> In OR CIU ng nal cons;tuc uan SUPS Consulting Engineers 1965 AIRPORT DRIVE I i..__.. ._ DATE: RL___i s i Paunaatian & Structural Engineering Ei 9 9. 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