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HomeMy WebLinkAbout1667-1LOCATION MAP TYP/CAL �ECj/ON N. T. S. do LEyfL L/A/E -LANDSCAPING-- STREET TREES AND LANDSCAPING WIT1fiN PUBLIC RIGHT -Of -WAY SHALL BE PER- FONTANA WEST END SPECIFIC PLAN AND LANDSCAPE ARCHITECTS PLAN TILITY NOTES: WATER: CUCAMONGA COL"TY WATER DISTRICT !'461 San Bernardino Road CITY OF' FONTANA/�'� Cu c amnon ga f Ca. 91 730 > t SAN B E RNA R D I NO VO&L EY HIGHLAND AVENUE � 7/' V Cn G' - San Bernardino w 15 3 CITY Of FONTANA 9353 Sierra Avenue PROJECT Fontana, Ca. 92335 w /; LOCAlION POWER t Southern Pocift Ralfroad P.O.Box 789 300 N. Pepper Street BASE LINEAVENUE Mr. Dave Jones GAS:- SOUTHERN CALIFORNIA GAS COMPAr4Y w MILLER AVE. / ] a Mr. Lou Westfal l SOUTHERN CALIFORNIA GAS COMPF;NY / W 2191 E. Birch Street L) Brea, Ca. 92621 TELEPHONE: fOdT �. SLV HIL . D T000 Hellman Avenue � Rancho Cucamonga, Ca. I'1370 OU F E C NT's O SAN ERNA R I NO ARROW KIGH'W11Y/ / LOCATION MAP TYP/CAL �ECj/ON N. T. S. do LEyfL L/A/E -LANDSCAPING-- STREET TREES AND LANDSCAPING WIT1fiN PUBLIC RIGHT -Of -WAY SHALL BE PER- FONTANA WEST END SPECIFIC PLAN AND LANDSCAPE ARCHITECTS PLAN TILITY NOTES: WATER: CUCAMONGA COL"TY WATER DISTRICT !'461 San Bernardino Road Cu c amnon ga f Ca. 91 730 (714) 987-2591 t SAN B E RNA R D I NO VO&L EY MUNICIPAL WATER DISTRICT 1350 South "E" Street San Bernardino SEWER: CITY Of FONTANA 9353 Sierra Avenue Fontana, Ca. 92335 (71 4) 350-7640 POWER t SOUTHERN CALIFORNIA EDI SON COMPANY P.O.Box 789 300 N. Pepper Street Rialto, Ca. 92376 Mr. Dave Jones GAS:- SOUTHERN CALIFORNIA GAS COMPAr4Y 16231 Valley Blvd. Fontana, Ca. 92335 Mr. Lou Westfal l SOUTHERN CALIFORNIA GAS COMPF;NY TRANSMISSION DIVISION 2191 E. Birch Street Brea, Ca. 92621 TELEPHONE: PACIFIC TELEPHONE - T000 Hellman Avenue Rancho Cucamonga, Ca. I'1370 36' HIGH PRESSURE GAS MAINS SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION DEPARTMENT 48 HOURS PRIOR TO EXCAVATION, CALL UNDER- GROUND SERVICE ALERT (USA) TOLL FREE 1-600-422-4133 SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION PIPELINE EMERGENCY PHONE 714-52�)-2889 OR 714-529-7070 7:30 a.m. to 4:00 p.m. AFTER HOURS 213-689-2641 i VILLAGE OF HERITAGE GENERAL NOTE 1. ALL WORK SMALL 1E DOW IN ACCORDANCE MITH THESE PLANS AND THE CITU OF STREET IMPROVEMENT PLANS 2. FONTANA PUDLIC WORKS DEPARTMENT, STANDARD SPECIFICATIONS DATED 3973. CONSTRVCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA RIDLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK MITHIN THE CITY LIMITS. FOR 3. ADEf1UATE STAKES SHALL BE SET DV THE ENGINEER TO ENABLEF�E TCONTRACTdR TO CONSTRUCT THE WORKTO THE, ALAN GRADES. 4. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONIE OR POWER POLES. NATER METERS, VALVES, HYDRANTS. IRRIGATION STRUCTURES, ETC.. LIV- E d A K r� V E N U E I SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED MITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL OF -- -- :-- ' THE AGENCIES CONCERNED BEFORE CONSTRUCTION DEGINS. S. NATER VALVES COVERS SHALL BE RAISED t0 GRADE BY THE PAVINO INTHE CONTRACTOR. •. AS-DUILT CLANS SMALL BE PROVIDED TO 7FIE CITY BY THE CONTRACTOR. CITY OF FONTANA �. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. •. ALL BACKFILL TO DE CERTIFIED BY AILS ENGINEER. COUNTY OF SAN BERNARDINO 9' ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 10. BACKFILL MATERIALS TO HAVE A S. E. OF 30 ('MIN. ) AND MIN. C001PACTION 0F 90%. il. ALL NEW OR EXISTING VALVE CANIS AND MANMOIES !MALI 1E ADJUSTED 10 GRADE DURING PAVING. CONSTRUCTION NOTES AND �QUANTITIES� 12. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND JTRIPINO AS REQUIRED BY THE CITU ENGINEER. DESCRIPTION QUANTITY 13. CONTRACTOR SMAC!. NOT OPERATE ANY MAIN LINE WATER VALVE. 14. IF EXISTING UTILIT2E5 ON ANY OTHER FACILITIES CONFLICT WITH TF16 I�- Ci71��✓7�i/GTd'GYiJPl9r/ND6!/TlFRPL�PSIRG�Tr1/L !O/ ./ZQ✓ (f PROPOSED IMPROVEMENTS. WORK SHALL STOP AND THE ENGINEER NOTIFIED GilAB7�T.�%'�'�!L"OYER/2'CtfNP�G7FON.497{'E.�1'L Mat ow SF IMMEDIATELY.. 3�-- CANST,C'GClGrMMEiPr'/.�1L O1Q/yz-I/1/1'/xE7P STD. Gwri�/L M2C, SF 15. IT SMALL- 8E THE R£3PON5IDILITY OF THE CONTRACTOR TO NOTIFY THE 7llBELOC�IT�O/NF/ELO ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE a-- Gi7NSTRGE'T B/IiPJP�C/IOEf�RSTO. G�Ti�AC /is _42 �F PAVING HAS BEEN INSTALL SO THAT THE ENGINEER MAY INSTML THE STREET CENTERLINE MONUMENTS'AS REQUIRED BY THE THE CITY CODE OF THE CITY OF Q/Q17 CdY8Ti9UCT S/DEW�4LA' CULVERT W/8T'EEL PLATE TOP PER 4 EA C 14. I. C.) FONTANA. 40,C7A/L HEREON Q ----o CO/tb'TRCk7' S/rtt�LE 9, SQ7 NRu' ,?11PEET Li!'a�1T 7 Ir4 �OTE'� ALL C.97L'y 9991*5 o0f LGCrlL O43 Sf/•!LL BE CDNSTRUL'TEO ICER S7I7�PMG�.!/SIV P�LA� yS ¢`.liPESHOlyNHE�ONf�R�'FE�ICE �r curb 61 oedlev"11 Street 3ii ENGINEERS NOTICE TO CONTRACTOR TI -E E.`AISTENCIT AND LCICATICiN CMF At -TY Ut.4DERGR01140 UTILIT`( PIPES OP STRUCTURES SH044 CIN TI -E', --,E PL44.3 tJERE OBTAINED BY A SEARCH OF THE OV.AIL.ARLE REc .i pw-3. -[HESE LOCATIONS ARE AF F'RC:+". IMATE 44G SHALL BE CONFIRMED E•Y THE 014TRAi_TOF , SO THAT 44"( NECESSARY AC,IU'�,,(t1ENT LP*4 BE MADE IN ALIGt41ENT ANG/Op., 13PADE OF THE PROPOSED RIPROt..)Et1Et•4'r . THE CI I'TRHCT0R IS REOU I RED TO TAKE DUE PRECAUT I CN AP MEASURE., -'s TO PROTECT AN) UT I L. I T -( �\ •� 6lvrmrm. PLAN - ALTERNATE X PLAN-ALTERN4TE Y L11r--, 7)rlLWRI "'I ~114`1 QTHER LINED UGIT ON REC:QRC> QP 1412 I' OMURAI UVI 1'tlCtil= PLrW1Z:- ka • .� -- -- ��.� $feel plate w ---- -- n culvert top _ C:C�•4TPACTOR ACPEES THAT HE SHALL ASSLHE SOLE PND f:Jt1PLETE RE',:�POf-4SIFiLIT•`f FOR _LIAR SF1E 0 �� �:� r A 03 5 c c.sath wep t=U I i �►'" J F:I.T, 1N t_ C I11C SAFETY F s' F ; OS 7 +� CC )U i T dti , P df T _ I - E G 2- 3 I Ut t 1 HE COURSE 0f t1Otd� T PL GT I OtJ l~ T � I' PRO -J C U O r r h - i E I ;; - 1 - �� ; �, F L:_ PERS' Nd_, At4r) FPOPERT` , THAT THI'_ REi:IUIREPIEIa"t SH L11, ,FI -'I. r:[ d"'I;,4iIC� ;I..'r �r�4Ci ;aCtT EE Maxlmurn I - ,�,.� 3� ! - 3' Radius s • 1 i.. ; ' . ' ; I TO NOPt'U' L (�,Il:JPPANG HOURS, AND i HMT THE is+=N 1Ti-'�,t. ` ;r,�:�.. ��t� z +:ii_� , I►'JC�E; �+,' i�iHr) �',•�}.�[ ✓ �1 \ ( FinisheASurtoce GrodtChongee Ni�;Li.� YiiE CiI�JIiEF' ►=aiG� THE EP4GINE R 4 :•C Cts At__ F'F'��� E_', E:�,C.Er'.'`!1� f=��F � E H�~kMLE FF' t h� Al -4i.. "; � , Stiffelt, \ a. �` .':' ' . I_ i = E ? i._ ► T'1 i F? I S ItJt -FROt1 THE SOLE r�EuL I OEti�_ f OF THE ���i.� 4EI �: R '10- FiAW IIN ECS . L moo o Stif fevers,TYPisal Llxlx#Steel -0• mm' 30 Ro I X1 :6 �00;199% 4. A E SECTION X_X SECTION -Y y, M s \ titterer L.A ��--- ALTERNATE INLETS p/ See Nota 4 1 of each int If W is Me C . \ s • int { • Steel plate - \ eater Mon 2 ft. s \ s an H®. 35i�i2 s � � 3 o p ; c d 1 \ � s 1 Jo• ^ eke n Ex�p.6.3�►�2004 ,� \ � 4 4 sal s \ \ rn Curb \\ SINGLE CULVERT ` - MULTIPLE CULVERTS - Stiffeners \ - Yp• L I x I x 4, Steel 3-, • w tC rx r N"heod slahrkss eKd SECTION E -E DOWEL DETAIL L Sidewalk mnachhme screw, countersunk Q�! TES grade gldmt!weNc M be poured 3• 1. Values for Angie F and dimensions J-K,-M,Wand H are shown on the Improvement plan. CAUTION: THE ENGINEER PREPARING THESE PLANS ILL NOT BE _ �� monolithically with RESPONSIBLE FOR OR LIABLE FOR UNAUTHORIZED CHANGES OR USES '"°IIj 2. Concrete shalt be 560-C-3250. OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING �- AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. .... 3. Surface of all exposed concrete shall match grade, color, finish and scoring of adjacent curb and we M. ��OFESS/oA' J R '•. '9 t, optional- 4. Any curb replaced during construction shall be poured n+onatlthleatly with the culvert wolts. �CURTy Dowels 24 c -c hnaAmPM wtlh 1 construction . = minimum clearance from face �f jointddowe �`•� i S. The bottom slab of the cwlvert shall be poured monolithicalty with new gutter or es a cold '� concrete. May be Inclined M nec- 2' , " ' : • •.� �2' joint where joining existing gutter. Y �i - ► essory. �r :;. •' •. ' '• : • . - '' = ' BENCH MARK FW'E I jLL• ' • e. Invert shall be troweled and retroweied to produce a Aore peMshte surface of maximum' density W rf it and - smoothness. If "V" invert is specif led it shall be V-shaped to within 3' of the outlet and SLECTION A -A 6 warped from this point to the outlet. The invert dt the outlet shall para/lel the gutter flow USCGS 04�: STATION •PACEL* 1963.90'1ELY, OF • line unless otherwise shown on the Improvement plan. ' t'x5' stainless steel rod enchm drMed and tapped far RAILROAD TRACKS AND 28':SLY. OF CL BASELINIL X10 , R=1 f ?eel plate flathead stainless steel machine screw. See Note 1!. 7. Culvert steel lop plates shall be as follows SECTION C -C A. t=1/4" for W12'; 3/6" for 2'(Wt3'; 1/2" for 3'(W14'. 1. 1 W. ELY. OF EAST AVENUE. SAME AS CITY B.M. #364 OF ' perpendicular to culvert 'walls unless otherwise spectfled. LAL e. cut ELEVATION 130 t.'S4' � RI�•1 Stlel plate t • Cl/Atm1*iR " c�tAMPE11 >� C. Lengths shall be such that the weight per plate does not exceed 300 pounds. Curb fete2 �' LOM �' D. They shall be stress relieved and straightened of for fabrication and then galvanized. ©ter 1` t -H E. To of steela shall have a minimum coefficient of static frictiorm of 0.5, for either wet or r conditions whenc�� rads 1 �• tested for any sole material. Testing and certification of the friction factor shall be conaucled by on indepe oftA �' � ,_ ' : = I •MAX. _ _e testing laboratory approved by the Engineer under the direction of a registered Civil, Mechanical bf-Ouafiy Engineer. Testmrmg • ( , : 2-6 # shall conform to ASTM D 2047 or F 489 or F 609 or other procedure approved by the Engineer. •' 4 • : is. Stainless steel rod anchors shall be spaced a maxinmum of 24'c -c with a minimum of two ' t • e► side per plate. There shall bt an anchor within 6' if each end. The anchors !hall be • • • IV-? • #• STE[L PLATE i MAX. per to the plates and the plates secured in lace =prior to q •. } #. p pouring the waft x I 5"rL 1'LA1[ #"ALTERNATE g• The contractor may, at Ms option, mytiflzt any of the three et/erttotes far the fr�rlGatton of the suet plate at Mie ALTERNATE -2 curb -face shown in section D -D. ALTERNATE 1 SECTION D -O - F I SIDEWALK CULVERT WITH STEEL PLATE TOP DETA �. CITY SOF FONTANA, CALIFORNIA ENTIRE ETAIL 100 NOT TO =SCALE -�:•. f��,�s �•Ty PUBLIC WORKS DEPARTMENT ® R E C d R D n R A W I N G REVISIONS N.Sc•"-,Eewe r holt sS 14PPRo0IC �rE I ADD PARKWAY CULVERT • DETAIL,19-C Ns.�• -23-e F."Ar � is_09I � WN Y STREET IMPROVEMENT PLANS SCALE The inforlmatlon on this dr*n is ntitained from oftrs and DT / HORIZ.: 1"= 40' must be verfied In the flelci�„ anyone r AOOf� 'frEco,40 0,��/NG �o�,q X93 '�P.� � • n • � � ES IG NED 8 �� o to ible or "V/Se7v -AW 70. ee j A4 , iV6 b�s6.b� 3166-L AIRWAY AVENUE COSTA MESA, CALIFORNIA 92626-4675 (714)641-8M � RT. = I ~ = 4' construction, HALL � FORS MAN, INC. Is not responsible for KW underground face ty IoCations or depictions. All aboveground CW ENc�NEERM LAW PLAW01 Mal tAW SLVIV"tAM� CHECKED BY LIVE OAC AVENUE DATE: facHitc Can be readily seen and v died by the far s that PREPARED UNDER THE SUPERVISION C�F� JcN Mend to use same. 408 NO • DR. NO. - SHT. NO. APPROVED 11()H 3627 C. MOGA R.C.E. 2622! ATE 3627 CIVIL ENGINEER R.C.E.4o96�}• OF 3, MOW