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HomeMy WebLinkAbout1943 ?"Yl•1�-T.1C+.�,8- . �"X::sifl4'd 3.-^"RTL:b*a D'; t „ a -AT @ SF i } NEwpaRt i5 R DAYTON LU o ` Q t _ t ST OT f TtN T ` T 1 t a 1 f F11 ! ° t DAY CREEK CHANNELGENERAL0 EE: NOTES .� ® R cc �_ r I i ?.ALL BE /NAGC WI7N 7HfSEFi.4NS. TNEC/T#'OFRA CU STANDARDSAND TIIB STANDAFrD F c SG 7RtlC uRRENTFD/TION,/NCLu /rsA AL su i!E'YT5 rAAtENDMEN7S - RE tF. AL 70 ST A1W PEc,1F4477W . f 2 ALL S SUBSTRLIC SOFANY ,7F' NEORPO S,WA .RS, VALVE FIREHYDRANTS: E%C.,�HL'WN i 6a 4TH ` S 4TH ST z 90a • - ..® ,... _ ARMf?T V SSEPYA TfaiE -O�WAYU�t//TSAR/N r / VE /S TO SEDGWE I OCrI AR TFCTED INPUCEAS .4 TAK1 COST To 7HEC17YoF o C i 1 3 cavm4crcv? CW ECrSHALL FA R/ZEH W/7F/7HESS/7FAND SXALL BESOL�Y ! f MC?T LSE ANY c�€rn FacAIT�sRESucrINGD1RFcn.Ylea n.Y yrs rlays, wt��roR r t f w a I 4 A T BcoBT THEC/IYOF Ifo CUCAAiONGA PUBIC KS 1 = INGOEFAR TPR/OR TO ANY 00"r 009040 E, L.. „�;�� , •U f %TGW K 017YG�FRANCIIO CUCA,KO E4 EYT -( •WAY.. G T S ALL WSTAKES SWL BESET-BY7HECGIKTRACTO CRFNGIN PAVING ST L BES ATALL HINGEMINTS, ED c'OF PAV nw77�waDt rCFs RAL�EELEVA77ONANDATNOT E 50 rIN VAL,S ADDI77ONAL PAVING STAKEa" f f i Y BY77 E'C0Y AS ATWARPED GW VER71 CURVE A& 1O 'FRWY ' S ALC ' WA7F.r?, TRIC... IEORo Ur/U7YLA S A�441MS,ORC,RL7S, �S �C0NSIRUG PRIOR f rO PA WW ! . x ua o t f i f r?C 77GW IFS75 OF TCO+uS7RUC77ON,7RENCHBACKF/LL GOAPAC77NG ORIGINAL.GROUNDANDALL SUB-GRADES S-IAL �e f °� f ��•►;«;:` ATNQ CAST To CJTYCaFIv'1 CUlGA. A WRITTEN T 7HESEC ACT7GW TESTS ShIALL BE AIRPORT < D AIRPORT DR y '� 1?' �TXra CITY VAL 7n 7T•IERACE�,IL-WOF SA SURFACING VIA Stoo 8ArTHEC -TIONOFPAVIA4 AIA47FRXS rSHALLBESUB fl7W7t?7HECITY I US7TNGALTESTSOR DE TXW COI - .D M VERIFYST lYOk.CON7ENrAND G 77ONOFA ALTPAV/NG... VICINITY MAP Na Scat ` 9.PIR TZJ/NSrALLA17GW0FANYPAV/NG,AA�L4 S " RT,SfIitLLBESU To rHECIJY 1NE,�? US77NGALL TFSTSOR DO BaW44 TINS C TO V :R-VALUE SOPFAA14LYS/SAND /V TGFAG G Br4SE to PAV LL BE - INACC0R WI7HR-VALUEAND PAV T 7ES7S T TO r?A&E.STRUCTURAL SEC77ONS:' t 11. V rY15ARETr7BEI3ACED GW/W 17VFSGIlC WHICH COJ�SlS1 S ofiA ROC,',KY�L4 71�RG4L.1NESUB-GRADE SHALL BE PRIVATE ENGINEER'S I T ( } BY VhWALc S �Clf TRUDEABOVE Su LxE ALL VOIDS OR ESWNS SHALL BE PT A OFA rre TMN��u A 4TF 1. ALL AVAA[ - CRY TY 1 HAVE BEEN 121E As Lrc Ems row oNSus-GRADEASOILSS76714ANT /S ED 8Y THE .A.FOR USE UNDER A.C. INVESTIGATEDALLKN TYC SUBSTRUCTURES P,C•jh uL uAw-' YA AT �i�4tMU.IFAC7ZIRERSREC EDRAlE FULL PAVF1!/FAIT"°W/DTHPRIORr0 H IT'SHALL BE R TY C TOL TE PAV u7xaY E I7"S T 7H rNE CCN LL MTAL NT fat ES 7F'GIFQC ES/S V BY lNEEF.hGJI�.FR ONLYFflR THE'CONVEN/EN(.EOF 17�fED .1NE C®N1T,'ACTOR � OF BY HIS IN SHALL f�VS L1E A4f GiFCo1KS TKJNOUAN7717ES SU A-BID.-ANY.--�I7F1N_OFWt�RKREC3UIRF,a-BY.�__ IS T YLIS 4V 7NEES77A44TEQF C -FMAS/NC�LUDEDIN THE 0THE? Z EXIS77MG UTILITIES LL All BY THE CONTRACTOR,UNLESS .OTHER REMOVAL Y G t4 S '° I.SCITYOFRAMGtK7GLC4 G•i STAMGL4RDNU 401 S BECONS7RUC7Fr?ATEAGtIIN1Fr?SE::170N, CO BY_ IIS LL BY U DIREC77ON OF 18 CITY VALOFRAw wr uw DEvELOPERFRCURESP 'IB�KITYFGR 7NEC E077ONOFERRORAND � THE RESPECTIVE Ultn Y Q AT T74E DEVELOPER._ _. _ wcov ACI 7RLIC7TGUC REJ'VEST PLAN I' SifAL BEAI?OUPIZY 3 THE C SMALL SERE' SJ ESTE' VA77ON OF ALL.IF ANY. y SU T2,? C'IT'Y YAL � E=TWG"V1EYMONUM1ENM .x J it 1t£ fOR'S7RE : SHAU INA NEAT,CLAN, ,4A,ZARD YSrA7E 7NROUGHOUT CONSTRUC770N k 4. THE TRACT SHALL POSSESS A V ' STA CONTRACTORS LIC SHALLSITE T QF ,, ' F BE RE /O POSSESS A V BtJ PERFORMING K 1T rACrALL u G ,� As u sPRioR To EXCAVA IM ON THIS PRaJECT. ►'; 5. T REQUIREDITS PRIOR TO K BY S. II . 6 CONTRACTOR(S)R(S) T L COURSEC - UGT7 CT, d S D . THIS RF 'd! .SW,U Y SLY T NG RS. 7. CON .SMALL 1 E OWN ENGINEER F L .T ,IN . , r1 ARI F GLJ C)i�i ENGINEER' 8. UT H Cwt N PREPARING S WILL NOT BE7RESpONSMpLe FM OR Lt4KE FOR,LINAUThVRiZED C4UNGES TO OR USES THESE S MBST BE IN WRITING AND �f f`/1iL P CST BE Y ..r ,w s 9. THE • S Y A THE SP.ECIFt TIONS Q CC7J1 C AGREEMENT 10. THE CONTRACTOR'S ATTEl�770M IS• SSLY DIRECTED TO E REQUIREMENTS AND VIS OF' S7ATE NIAREGULATIONS. CONFORMANCE THEREW LL, YE D ING' R LI RACT. THE CONTRACTOR SNALL'D SURPLUS EXCAVATION OUTSIDE OF THE ECT d Y C N AGA. REMOVALSB . OF OFFSITE, 12. THE CTRACTOR SHALL RE VERIFY CONDITIONS AND DIMENSIONS ATTHE JOB SITE FOREC17 C!' 17ON K,COMPAREAC ff f CONDITi MIS WITH V4 y AIN° DI7T S UNDERWHICH K IS TO BE PERF CK L EXISTINGS U ,EQUIPMENT'AND i { UTIt,ITIFSN YAr" NYI C E T W S CONSTITUTE FULL ACCEPTA cOF Ex1S S. C S TALL. DISCREPA ,S'TO O TO E C E .M OF K, -13-'._CO C. wLL T S OTECT D G S AND Y ING ME' -C UCTION,- __ NT w Y, N THROUGHOUT THE COURSE OF WORK NOT BLOCK LE ENTRANCES, N CLEAN, OF DEBRIS AT EA ' Y;G Y CODES. 14, R T I 1CA IS S IN ACCORDANCE SECTION-1-3.2 . .�.� OF STA C . ?'7 F Cir' S C S UC77 (S.S:P.W.C.). 18. CIR fts( 1 )-R R C s UC77 LEGEND NUMBERS. 18: THE CONTRACTOR SHALL O I EL 77 DEPTH OF ALL EXIS 1TY s IC O PRIORTO EXCAVATING. THE CT St fA EME S FOR E OTEC77ON OF UTILITIES. ` l�.IOWNERSHIP F V! TIONSEMERGENCYPHONENUMBERS OWNER CONSTRUCTION NATESCRY CRITCHFIELD DEVELOPMENT _ � DESCRIPTION REVISION DATE T.C. T CU CRITCHFIELb DDIELOPMENT a r'" T sEwER/WATFR: CUCAMONGA COUNTY WATER DISTRICT (909)987-2591 (•-a�`} �Ca-���D 1� INSTALL DRIVE APPROACH (t%-35 ) PER CITY . 1 a440 ASHFORD STREET F.L. FLO NE 2840 Steeplechase Lane STANDARD 101, TYPE Ce% F RAR "IHO. "U "AM"Ga* RANCHO Q 447-2710 Diamond Bar, CA 91765 CCALIFORNIA81728 C z T Y OF RANCHO cucAMONGA (90�,} . . - CITY U NU U G U11 A S.C. GIN CURVE BUILDING & SAF DEPT. (909) $60-5250. 2 REMOVE 26' OF DEPRESSED CURB & GUTTER. GAS: SOUTHERNCALIFORNIAY (&)0)427- INSTALL 261 OF CURB & GUTTER PER CITY 216N.EUCLID AVE G.B. G E AK CITY OF RANCHO CUCAMONGA FIRE DEPT. (909} 477-2770 CITX AGENCY STANDARD. JOIN FLUSH TO EXISTING. PLAN & PROFILE ONTARIOCALIFORNIA81762 E.C. END CURVE' CITY OF RANCHO CUCAMONGA CL CENTERLINE CItY, OF RANCHO CUCAMONGA POLICE DEPT. (909) 47.Z-2800 10500 Civic Center Drive 3� 9500 LUMEN H®P.S.V. STREET LIGHT TO BE ELECTRIC: SOUTHERN IF E C ,�wY (eav� 555 Rancho Cucamonga, CA 91730 `�'' INSTALLED BY S.C.E. , COORDINATED AND FOURTH STREET 7851 DW A R OF GRADE' r F AMBULANCE SCr�VICE 911 (909) 477-2700 PAID FOR BY DEVELOPER. GU GUTTERMODIFICATION G.B. CATCH IN _... TELEPHONE: GENE TELE COMPANY (800)483- ° 4 ' INSTALL DRIVE APPROACH (ta=26') PER CITY PER RCC P -4 R 2004-00025 SrTF)�)' CIVIL ENGINEER. '~--�` STANDARD 101, TYPE C E: C ST INT. INTERSECTION ACTEC ENGINEERING P D DlI CA& STREET 1660 North, Main Street 5 INSTALL COBBLE PER CITY STANDARD ° C ENGIN RCE: 1205 DUPONT 809 9895 � y l 1 V.C. VERTICAL CERVE Orange, ONTARIO,CALIFORNIA 81762 .� C.A. 92867°-3405 DRAWING 542 B.V.C. .BEGIN YERTI CURVE (714) 998-•1.81.1 �� PLAN PREPARED .BY; RMOMMENDED '� ,. , '�.��� .,�, ��'' �.� , MGIRKS t'�IBLEVISIQN {808j 9b17-0,775 V.C. END VrRTICAL CURVE DEAL. TWO WQRKIN ACTEC ENGINEERING SOILS ENG114EER North Main Street 10808 FOOTHILL BOULEVARD #120 1650 BEFtRE DAYS'BEFORE � RANCHO CUC,�ONGA,CALIFORwu 91730 P,1, POINT OF INTERSECTION ` Orange, CA 92857-34x5 YOU DIG GE0-EKTA, Lnc. ° � �. a OFCURVE � �� 739 North Main Street _ �a PH. (714) -998-1811... , k.'O.C. MIDDLE Tt�E! f=P�E� 1-8t�t}-27-�fiO(l Orange, CA. 92868-110 r -----------� FAX (714} 9 -2955 -�----- °�`N.T.S. NOT TOS7,4 - ,P►PUBL.IG S VIC Elf (714) 771--6911 R.C•�.- ' UNDERGROUND SERVICEALERT ..�.�. �._.___ DATE FU 140 I M I & Vol 4A W 77-;_1-r- fill W! 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