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HomeMy WebLinkAbout1603-1U + IiOTs 4VwNr17-r -wrr / pro7w err c.,,m* olomhit* A(ve ?m 41 F 4PA?I7 VC7LrA7 )w)f7 77VE-AlE At•4it,�_kl. 4YJL.p ,4V Y O/3Caeo�VNCY .4f .Ae fE"T ,FA1 771Q` ,d#PA/N �:. ,V5 / Me S7,fr,57 /A'1ROA�FXLW7 AE,IN.", rREI,e )VII -4 loYFAFY541L . r1le CG4VMW702 ? SYAL.L WT/FY 72VE AfA61NEED 49',4NY .CCN A►'.5�',P�P.4NC/L ,� rWIM AP GZWK?TRI)'T/DN, -""I_(jKM IJKAIN PLAN5 0,0 ALL APLOL/C i�tr'' 'i� &V"'1P"M f ' 0")VAAL COJIN A ' f 1 ?)YO / TNS CO/VSTRUCT/OM FORCONTi�A r�:4C r .Sf drC/f/CSI T/O/VS THE$'E PL ANS Am4g T� ? E �'Elw/�PG°'MEiS/ j'f cr .4mo com 1 of THE G/r srANAA/?O f wwc1F/CAT/oA1s ot/,64/C A/ORKS 0EP,QRTM,Oiv , CITY OF f0/VTit N�1' NSD Jt+IG` ,S'TANOARI1 S1EGf/FW7-1C714'S �r01� PUBG/C d,/Oi�eCs �0�/STRUClI ; AA TES T ED/ T/ON . Z. CONSTRUCTION PrRf4TT9 SIAL B'S OBTAINED rl'o FORTANA G/A*ZW 0.0 0Ar PVAM rte srAAM rV�`, . u1+ZSe i/w �H,� erT� t lo!"T ,fiAr 7r P1 0.drL E ��'GNVL`�T� 2otJG' oQ r1209.0,11111= .0/vr rlo1 i 7- Gids ?4 11R� P ���t Tim sT.�lieT of Awy rY�i 7� stt - 3iZ ATIONING REFERS TO THE CENTERLINES OF STORM DRAINS EXCEPT WHERR OTHERWISE NOTED. IN 4. ALL b'X1 3ED C'C7llCRET'S SURI~AC" "ALt C+r tW Mlft M(�R Pr�rlfso .�. TO ALL ADJOINING-CU"S AND SIDEWALKS - S. AiOf CRETE !1'N!'ALL N PLACED IWIL, TRW 10" AWD IMIrTrRC1"Nu 5TEE16 PIP%* CITY F F NTANA BEEN PLACED, INSPECTED AND AP'PROV'ED, 1 C�lR� 11�" R.C.P. D -LOAD AS NOTED tdP 40 L.F. 6 . ALL CfiTDE`RGROt�tb '/1�b'lt1C SHALL BE COi4PLETE`D PRIOR TO PAV`LIl'G '4!' ST'REE'T 2 f"lIS"tlCryCT 24w . C . P . j?d LOA© AS 110TED l72!J L . !' . 3 CONSTRUCT 2? * R.C.P., D -LOAD AS NOTED ,531 L. r. 4 C'MS"?RMw 30w R . C . P . , D -LOAD AS NOTED /702 L. F SC'CX4S'1"IItucT �S w R. C. P., D -LOAD AS NOTED GM L. F. 6 CoIIS 9 w R. C. P., D -LOAD AS NOTE els L.F � . 7 CONSTRUCT 42* R.C.P., D -LOAD AS 140TED L.F. - - e _ _ 9-TR'0CT 48* R.C.P., D -LOAD AS NOTE L.F. ~ 9 CON'S"VICT S 4 * R.C.P., D -LOAD AS NOTED C OPC L . F . 10 CONSTRUCT 3311 R. C. P. p. D -LOAD AS VOTED 3(, L.F« 1 SHT. �2000 J1 C04A37M.C•r C-47rN A4',J W La ig` )OeR SW 7' /`i .2 . 3 CONSTRUCT CATCH BASIN NO. 1 L-4 • PER BHT 16 /e EA. 3 CONSTRUCT CATCH BASIN NO. 1 L•7 ' PER BHT 16 / EA. 3 C(7NSTROCT CATCH BASIN NO. 1. Lm 10 • PER. SRT 16 / &A. 34 CONSTRUCT CATCH BASIN 110. 1 L-12' PER S!l'!' 16 EA. � 35. CONSTRUCT CATCH BASIN NO. 2 Irl ' PER S" 10 + EA. [ 3 C OINSTRUCT CATCH BASIN NO. 2 Lm10' PER SH T 16 3. EA. 37 CONSTRUCT CATCH BASIN 1110. 1 lim 14 ' PER BHT 16 4 • EA. CawrA r o TCS/ ,Aooew AS / Ga &/v PlESP -,%v /& 40 CONSTRUCT JUNCTION STRUCTURZ TYPE I PER SLIT 16 12- EA. 41 CONSTRUCT JUNCTION STRUCTC?R9 TYPE 11 PER SRT 16 8, EA. � i 42 CONSTRUCT J'U'NCTION STRUCTURE TYPE 111 PER SIiT 16 Z EA. 4 CONSTRUCT JUNCTION STEUCTURZ NO. 4 PER ERT 1 S /C� EA. 4 CONSTRUCT JUNCTION STRUCTURE 90. S PER SRT 1S EA. 46 CI STRUCT ?RAILS ITION STRUCT NO. 3 PER S!!T 15 / EA. 7 CONSTRUCT CXBIC1tETE PIPE COLLAR PER SR? 1S Ao EA. d ColISTRUCT Mm ATILT PER BHT 14 C EA. 0 CORSTROC'! INLZT S"tfCZ'U PER BY? 15 7 EA. 511 COWSTRUCT �TMSR RACX j (IINCLIIIED) PER BHT 15 7 EA. syr. ,o �h�>t.'J,'•.. NO 53340 r EXP 5-30-99 CVl�� E or c f. _\6;l SRr. 4 Ire r e%rt_ "' mac •. "A"" P°L.ANO R'ffV1SO7 Doe. m ic ' .'nk�N�F2th" PLi4rNWIMd �' 31�zvt11N16 ra AIRPMT . R/VERSVE, CA. 12W4 TEt � �A�A9�0 IMAX am>.. -15 - V 9# . 6 INDEX MAP s�.,�: ,-=300• !'/ ry Off'• Ir0/V7AAIA A3145 5 '.JS/&MAIA AVENUE FONjANA , CA. 9?2335 (7 / f) J-40 - 7G /O 7 . E X I ST 1913 LWDERGWD UTILITIES ARIL AS FIM AVA I LAE L5 Rl"COR'DS . TA45 CONTRACTOR SHALL BE RESPONSiBLE !'OR IERIFY'ING THE ACTUAL LOCATION ANIS! ELEVATION TR THI FIELD. • e . ?'RE WALLS AND FACES OT ALL AVATralls OItEATCR XM P !x'31 P�l� � •'�"••• •�••i••• DEPTH SHALL BE EFFECTIVELY GUARDED BY A siHoR I NG S YSTENI , Ld'P i we OF i .. GROUND OR OTHER EQUIVALENT MEANS TRENCHES LESS THAN FIVE (5 ) FEET I11 DEPTH SHALL ALSO BE GUARDED WHENFXAMIN'ATIOl1 INDICATES- It GROUND MOVEMENT MAY SB EXPECTED. - 9 ,, THE CONTRACTOR (g) SHALL ALSO PE"" TO P"ro" EXCAVATION � OR TRENCH WORK A8 DESCRIBED IN *OTC S ABOVE "FROM CAL/OSHA. 10, ALL RAIRHOLE`S SHALL SIR "C01'ISTRUCTED '6'' BELOW PAVEMENT CRAM An SROUCRT ArEE..�ol - TO FINISH GRADE BL Y THE PAVING CONTRACTOR AFTER PAVEMENT 18 IN PLACED Net !r/ ' +11. IMMEDIATELYrOLLO'IlIN�3 REMOVAL dP` 'EXISTING PAVE'MLNT � DIS OR CURS LAND/"OR GUTTER THE CONTRACTOR SHALL DILIGENTLY PURSUM THAT PORTION Of g % _ WORK TO COMPLETION, ' ftff.v Si,f�/.�12, ALL C . M'. !. IN'STALt Alrl A" (!0"'MCTIt BALL, N 11Aor PES ac MANUFACTURER'S SUGGESTED METHOD WNLESS OTHL�"Ri173E SP' 'C1rIEti Ott THE . PLANS. 13 1 tp tlU�t I NG CO�IST�CUC'"T i0l1, Q'R 'D `t+1ATL'P I $ RNC�027'S"'rE"1[E`�i, 1�1 3'�`S`TE`I�! AP'PROtIE'� v THE CITY ENGINEER SHALL at INSTALLED TO DEhTATElt SAID AREA .AT THE DIRECTION Of THE SOILS ENGINEER. 14 . SID TR°LFI+IC1! B'ACR!'I LL MH'ALL TARE PLACE Iii° rRMT PRlOIt APP''!!Oi %L (w T* CITY'S INSPECTOR. Rt*ll A + �. � 1 S . ALL EXPOSED !lETAL $�UR1rACL"s "ALL Ill GALVARI t�Lfi TOCCo C'E WI TNT*. S CITY STANDARD SPECIFICATIONO f 16. AS 813ILT PLAITS SMALL VDI TO E L�IVOIAILFL' AP -Of /�"Ar�vArD eY 7W CONT ACTOR . 7H46 ENG//t/EER Of xECO /o SH.IL L PR'OV/OE , reCOAPO DRAJW vo we C/T Y AiP/O/r r0 C/T Y /NCCE'PTA NCt ` Dc- - rHe sEIJER �v yS iE�W /7. rHf /�'/f" Lo /,I TO AAF MA /VUt"At CTUA'L�/.? i✓!1 `w .�t,D,D /T/�N� � CA/V � ��'r 7�`�'''��t✓C' ®VER THE /JVVERr /ICE//VF0RCeM6A1T Al SPEC/P/EO O/V r//ESP PLANE . s II PRIVATEE lr11,I�EES IC"�`'1 T0:+�N'i`R'T' C OR 1. 1 LL [1pDER0ROUND UTILI'CIES Ott �'TRUCTUItEB RLPOIfTL*D Wf THIc`pwr.R tTH ER5 , AND THOSE CHOWN' ON THE RIPCORDS EXAM ED: ARE SRO WI'TEI THEIR APPROXIMATE LOCATION AND EXTENT l 2. IrT SN'A LL �E , TILE CoNTR.ACTOR' 3 RESP'�Jlis I`!t I LITY TO 'VET LP Tl�l, y pATURE OF :�EX"T'I`NG GROUND AND/'Olt TK -E FINISHED GRAOR L�1 TH11'` VICINITY OF T`E PROPOSED CONSTRUCTION" AREA IMMEDIATELY PRIOIC To CONSTRUCTI0" . 3. 77rE CC�t1TRACTOR YS REQUIRED TO TAICL E PRLPCAtlTTOIARY NEASURSS TCl PROTECT THIS U'T t L'IT`I ES OR STRUCTURES FOUND AT THE SITE. IT ISHAL16r. r BE TqEr CONTR.ACTOR1 S RESPONS T S -.L ITY 110 140TI t l' TH-t- omr*` S OF TH`K UTILITIE'S OR STRUCTURES CONLEkN9D BEFORE STARTING WORK. 4. THE CO1f'TjtACTOR iIf t. #tiCO�V`Elt AtrL 6T LtTIES 'l'I�AT' 119. MAI' !ls UT I'�" NOT � I G����� JOINLNG, CROSSING OR PARALLELING. PRIOR To. ANY CONSTRUCTION TO • VERIFY ]BOTH HORIZONTAL AND VERTICAL LOCATIONS ANY CONFLICT O*_. ®:ISCREPANiCY SHALL eE BROUtyH`� TjO THE" ENGINEER'S ATTENTION PRIOR TO ER CONSTRUCTION, OTHERWIS'E•: r Ti E CONTRACTOR. ;ACCEPTS RILL. RESPONSIBI .`ITY poR ANY CoC;TS o!r' RELOCATION OR ADDITIONAL COSTS or SOUTHERN CALIFORIA EDISOt4 CO., PACIFIC BELL E+®• CONS'TRUCTION.: 300 N. PEPPER AVEMYE 1939 E. CORONADO STREft P.O. BOX 286 ANtAHEIM, CA 92807 - RIALTO, CA 92371/'�J 6f• -r' fCT �yo�Jato-s3�e-u�►oeices �- - r r A »i. V4,M)ViA #efeg'e* �ti3l 37-/tY3 -r/f'EL/NES; (f 0 fO 57- 22 -,P1f rR1JW170AV (600) FZZ -4 /3 3 CTAS owrv��rlorOr�t SOUTHERN CALIFORNIA GAS CO. CITY Of ftil"AH'A If765�1 ✓a[ A64ff DID � E�l'T � '• Al*. �OENN/s flre"EAfA w• �i� 71!'' E i 3 S 3 SIERRA ER RA 1�VSNUI: ro^✓TA /VA , C.4 • 496/A1. 1.U6oNiA .4144r. P.O. Box S18 r90 4430 APEOL ANDS CA . 9Z3 774' 07� 335 - �s�f 7 hONTANA, CA 9 2 3 3 9 ,f"46,l'49Ei1CLES (t000)#r 7 - rroo -400 AIM. CARLO$ NAVAi!pC* WATER BFESS/p NEST SAN BERNARDINO COUNTYQ 9 l/'N//��'�'�I��TJ�V77 3�R✓1Cl�" .�1[!"�!'1i'' �0 WATER DISTRICT ``' '� S� yc, (4000) 422 -+/5.9 855 V. BASELINE _ �S A • P. 0. BOX 9to o No. 15795 � RIALTO, CA 92376 (fof) 875-1804 . r OF C BENCH MARK soh4ASCITY Engineers 9jrveyc" Plarwvft 3901 un,e Street Riverside, Ca 92501 7U/M7-ate OF FONTANA CAUFORNIA CITY OF FONTANA BENCH MARK No.. 535 R.R. sP1KE 1N PP AT N.E CORNER Of JUMPER AVE. � . J URUPA AVE. ELEV. 1046.4♦ DATE t2/7S PUBLIC WORKSDEPARTMENT j. ¢ A7_xv15eo,�s ,VorE,� - � �j �y REV1590.45 c107eO 1r DRAWN 9i. J. L N. TRACT NO. 13332 - SOUTH PARK STORM DRAM ON RcNEMENT PLAN SCALE AS NOTED APPROVED 9Y : - J. THOMAS BAINE - RCE Me. 15795 REGISTRATION EXPIRES 6-30- 09 DATt�' - /C -8� FZE ✓is�0 A5 �or�'s yr �d /r / REV/SE/� A3 M�TESp CL.. 1-23-7 gA#119 DESIGNED BY: q. TTITLESHEET Oil►TE 7- 88� No. I�ESCRIrTfON PR. offf .. APR DATE REV i S I OH S CHECKED BY: E.G. a Y. P. APPR4VEtX T 1/(0 z�� �` DWG. NO SHT. NO. 03 1 al 16 r