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HomeMy WebLinkAbout1578-1N R/W w > d HIGHLAND AVE. II 5x1 �P5 a z II 15 5° PROJECT I �0F /�/ LOCATION w w I I FONTAi44 South Pacific flail oa d w Q BAS E LINE /� / - �� AVENUE MILLER AVE. cc v COUNTY OF SAN BERNARDINO ARROW HIGHWAY AREA MAP N.T.S. 1/5 sHowN `U Orli PLAN5 TYPICAL SECTION BASE LINE AVENUE 38' 5. R1W 12' I V: -T sioEW" �ivrHE` LG>��T/OrV.9SSf10!!�N oy/Valff V ✓O/iJ/ I I/O/N 1341/'7 0.32 �/llI�CUT � 2 a�o�E�-r�vr COwc FT.'h1ED///NC(/rP65, CD.YST 5 �lC04�iP /1 /Y�I�E 71l5r:940TH✓O/N TYPICAL MEDIAN CONSTRUCTION IN PAVED AREAS FUTURE SANTA BARBARA N. H R IITE E STREET STREET / v / AVENUE iERITAGE I RCLE INDEX MAP WATER: STREET IMPROVEMENT PLANS 'BASE LINE AVENUE -, STA. 13+44 TO HERITAGE CIRCLE'; IN THE CITY OF FONTANA COUNTY OF SAN BERNARDINO CONSTRUCTION N TE NQUANTITIES. 22 3 LF �— Cnwr', " CUF'B all1v /ER 5709 BETA/L /O/179(, LF 3 — CO/YBT 5/DE�ALKPER C/TY 5PEC/�/CHIT/ON5 �, //5 5F :1-11-A11--la IIE5 //�Gl/X,VGY = �O'JPEiP sBGTO_ s� SETA/L Na /2� 7TO GffAO5- (oO-- �'E/YIDI�E'.9/1/D.'PE,dL�ICE' E,I'1sT. ,9C P�//E/YIENT 2, 550 5F /2'� CDiYI/'�CTEU /Y,9T/!iE �4, 800 5F DOUBLE ZZ, 000 f/PS ST. 1-161-17.- 3 EA • --o S/A/GL E ZZ, 000 AIP-5 S7. Z-16117.- / EA ®-- GONST 81'.4. C. BEQ/Y1 t--7,FMPD"R>1) DErQ/L- PER SHEET 2 125 L F . g�-- CONST. MEDIAN C4TC1/ BAS/N REf? z2Fr,4/L h'ERI OSS/ OrQ .EQ l0 CDyST. /2 " RCP 1256 -P LF 1 aR/rV0/N6 E• 197.-. fIC PflliEiYl�NT TO OE�Tf/ � W1071-1 80� 5F ON Sf/T��` � � � -� DETAIL / �2 ,�E- ���v� /•���� -�= ¢vzFEDIAN CATCH BASIN' LANDSCAPING STREET TREES AND LANDSCAPING WITHIN PUBLIC RIGHT-OF-WAY SHALL BE PER FONTANA WEST END SPECIFIC PLAN AND LANDSCAPE ' RC,HI.TE�TS PLAN UTILITY NOTES: CUCAMONGA CQuNTY WATER DISTRICT 9461 San Bernardino Road Cucamonga,: Ca. 91730 (714) 987-2591 SEWER: CITY OF FONTANA WEIGHTS 8353 Sierra Avenue Extensions = 22 lbs. per in. DB -1212 Fontana, Ca. 92335 is" Base = 370 lbs. (71 4) 350-7640 Parkway Grate = 25 lbs. POWER: SOUTHERN CALIFORNIA EDI SON COMPANY Traffic Grate = 50 lbs. P.O.Box 788 Extensions = 40 lbs. per in. 300 N. Pepper Street r, x-18 18" Base = 715 lbs. Rialto, Ca. 92376 _18 Parkway Grate = 50 lbs. Mr. Dave Jones (5" walls) GAS: SOUTHERN CALIFORNIA GAS COMPAr4Y Extensions = 50 lbs. per in. 16231 Valle,/ Blvd. 24" x 24" 18" Base = 870 lbs. Fontana, Ca. 92335 Parkway Grate = 96 lbs. Mr. Lou We s t f a l l (5" walls) Traffic Grate 180 lbs. SOUTHERN CALIFORNIA GAS C01'1Pr,I`A'( TRANSMISSION DIVISION 2191 E. Birch Street Brea, Ca. 92621 TELEPHONE: PACIFIC TELEPHONE 9000 Hellman A-)enue Rancho Cucamonga, Ca. y'1:_.%U 2� KL Ct-►kla DRA1rVt{vG 3611 HIGH PRESSURE GAS MAINS SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION DEPARTMENT 48 HOURS PRIOR TO EXCAVATION, CALL UNDER- GROUND SERVICE ALERT (USA) TOLL FREE 1-800-422-4133 SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION PIPELINE EMERGENCY PHONE 714-529-2889 OR 714-529-7070 7;30 a.m. to 4;00 p.m. AFTER HOURS 213-689-2641 The intor013tion on this drawinp, i5 notaint?n trnm GtnFr� ano must he verified in the field by anvnnc� prior to USP or construction. HALL & FOREMAN, INC, is not responsible for underground facility locations or depictions. All above ground facilities Can be readily seen and verified by the parties that intend to use same. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975. r . CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS. DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 4. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC., SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN ARRAS 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 BEGINS. 6. AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. 7. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 8. ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER. 9. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 1Q. BACKFILL MATERIALS TO HAVE A S. E. OF 30 (MIN.) AND MIN. COMPACTION OF 90%. 11.. ALL NEW OR EXISTING VALVE CANS AND MANHOLES SHALL BE ADJUSTED TO GRADE DURING PAVING. 12. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. 13. CONTRACTOR SHALL. NOT OPERATE ANY MAIN LINE WATER VALVE.ON''X/ST. WAriFRL/1V4'. 14. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. 15. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO THAT THE ENr`YhIEER MAY INSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE THE CITY CODE OF THE CITY OF FONTANA. PAVING NOTE ACTUAL THICKNESS OF BASE MATERIAL TO BE DETERMINED BY SOIL TEST AND RECOMMENDED BY THE SOILS ENGINEER R. VALUES, SAND EQUIVALENTS AND STRUCTURAL SECTION OF STREETS SHALL BE SUBMITTED TO THE CIT`( OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GFADING. Cr RE SHOULD BE -TAKEN TO PREVENT GRADES, PITCHES AND SWALES FROM UNDERMINING STREET IN:PROIJEMENTS UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY GLNITE SI,,JALES, ENTERING OR LEAVING IMPROVEMENTS. EXTENSIONS 4", 6", 10", 12" or 18" Alhambra Foundry A-2010 cast Iron grate for Parkway Alhambra Foundry A-2012 cast iron grate & frame for Traffic y: �1 #3 dia. bars • conti. 18" BASE w/knockouts 00 thin wall knockouts (typical ea. side) 0 Model No. B C DB -1212 8" 12" DB -1818 11" 11" DB -2424 14" 14" NOTE Concrete to be class "A" (3,000 P.S.I.) type. Ql�/ASE-T UTILITY VAULTS DRAIN BOX WHEN ORDERING SPECIFY PARKWAY OR TRAFFIC USE USE MODEL •KM WHEN ORDERING PRIVATE ENGINEER MODEL NUMBER "A" SIZE WEIGHTS Extensions = 22 lbs. per in. DB -1212 12" x 12" is" Base = 370 lbs. Parkway Grate = 25 lbs. -----� (4" walls) Traffic Grate = 50 lbs. Extensions = 40 lbs. per in. DB r, x-18 18" Base = 715 lbs. -1818 _18 Parkway Grate = 50 lbs. (5" walls) Traffic Grate = 90 lbs. Extensions = 50 lbs. per in. DB -2424 24" x 24" 18" Base = 870 lbs. Parkway Grate = 96 lbs. (5" walls) Traffic Grate 180 lbs. ©Copyright 1971, Associated Concrete Products, Inc. i ■r 0 r IS NOTICE TO CONTRACTOR T1 -E EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY P I FES OR STRUCTURES SHOWN GrJ TI•.E'SE PLAr'I'S) I,JERE OBTAINED 13`( A SEARCH OF THE AVAILABLE RECORDS, THESE LOCATIONS ARE AFPRCI:%CIhIATE AND SHALL BE CONFIRr'fED BY THE CONTRACTOR, SG THAT ANY NECESSARY AG,1US-fr1ENT CAN BE MADE IN ALIGNMENT ArJO.!OR GRADE OF THE PROPOSED IMPROVEMENT. THE F_(,__tJ-TRnCTOR I S' RCC1U I RED TO TAKE DUE PRECAUT I OrJAR'( h1FASURES TO PROTECT ANY UT I L I T`r L I i d F ':_)' S H OWrJ r=trJ D AN"( OTHER LINES rJ OT ON RECORD O R .tJ C►T SHOWN ON THESE PLArJS. • GGrI-TRACTGR AGREES THAT HE SHALL ASSUME SOLE AhJD COMPLETE RE'�"PGr'ISISILIT"( FOR JOB SITE COtJC)i-CIOrJS GURItJG THE COURSE OF CONSTRUCTION OF THIS PROJECT, IrJCLUDING SAFETY OF ALL PERSOrJC; ►+rdCi PRCIPERT"/; 'THAT TH'I S REQLII REr1EhJT '�H►�LL�IPF'Lr C:OrJ-C 1NlJG'LL`( AND NOT BE LI -ED TO t�lORr'1AL WORKING HOURS, AND, -THAT THE C:Of�1Tr^,r�tC'T '�i-ir1Li. uEFEt'JD, IhJDEr1PJIF';� HrJO Hip± (::' THE C1►,-kdER At' --ID THE iwrJGINEER HARr'1LESS FROM ;*4',f•( 911 �;LL PROJEC=T, E:X:C:EPT1116 FGR L i fiE I L (T'`( ARISING FROM THE SOLE NEGLIGENCE OF THE OI:JhJER OR THE: ENGINEER, CAUT/DN- Tf/J E1,16/NEER 1,01PEPAR/N6 Th/ESE PC ANS WILL NOT B E RESPbNS /BL ,E FDR, OR L /ABC E fOR, UN,4 UTh/OR/ZL'D CHANGES OR [/SES OF T/�ESZ' •PLANS. ALL CNANISES TO Tf�E PLANS 1141J_�7- BE /N WRIT/N6 ANO MUST BE APPROVED By THE PRE'PARER OF THESE PL ANS. AN1a SY THE C/iY ENG/NE'Eie, BENCH MARK FWE USCGS •,L: STATION 'PACEL' 1963.90'±ELY, OF RAILROAD TRACKS AND 28''SLY. OFCL BASELINE. 1. t MI. ELY, OF EAST AVENUE. SAME AS CITY B.M. X364 ELEVATION 1301.54' , Construction contractor agrees that in accordance with generally accepted construction q I practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons COIil=ornia Council and property; that this requirement -shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold ofCitlil EnginQQr! design professional harmless from any and all liability, real or alleged, in connection with the &LClrKislJrVQtjOfJ performance of work on this project, excepting liability arising from the sole negligence of design professional.