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HomeMy WebLinkAbout1542-1SHEET 7' — IW1.rf NOP -'(B OP _SyEET� LANDSCAPING STREET TREES AND LANDSCAPING WITHIN PUBLIC RIGHT-OF-WAY SHALL BE PER FONTANA WEST END SPECIFIC PLAN AND LANDSCAPE ARCHITECTS PLAN UTILITY NOTES: WATER: CUCAMONGA COUNTY WATER DISTRICT 2 9461 San Bernardino Road CD�UTiS'f,16W 5'iWZZ NOi""F{� 5X111a0lflEL 0XZZ�Y/Off/C//'XZ 1y/I7ZW,O/5TiE'/CT,1llf MB Cucamongav Ca. 91730 — _ _ _ (714) 987-2591 w 37 Uj 1350 South "E" Street 2. CD/l/Ti`�fICTOr� .S�fILL B 'Fi'EvPONs'/BLE FOPSUf'POrQT/�I/G Tf/'E,1I 11 11111611 IPiEDBL. /x HIGHLAND AVE Erb, o Fontana, Ca. 92335 II pV. II / a POWER: SOUTHERN CALIFORNIA EDI SON CpMPANY 15 CITY / ~ w a w ,300 N. Pepper Street OF // PROJECT �I FON TATA PA LOCATION Rialto, Ca. 92376 Mr. Dave Jones / % South Pacific Rail oad CONST . JUNCTION STRUCT . NO. 5 AS PER* ORANGE COUNTY EMA 16231 Valley Blvd. w Font-ana, Ca. 92335 Mr. Lou Westfal l SOUTHERN CALIFORNIA GAS COMPANY 9ZF%� E THE N/ITUFP/IL ,SUPPOr�T' /9 /'P, EP P��/00/C,�L -Y OUP/NG 71 T RAN SM I S S I ON DIVISION BASE LINE Brea, Ca. 52621 Ap % / AVENUE PACIFIC TELEPHONE 9000 Hellman Avenue M1,5T �PECE/�E-COr�/ESOF,9LL 5UFMYIyORf� 9Cy71 E17 5PE/�ic0rl?iY1E0. Rancho Cucamonga, Ca. 91370 CONST. MANHOLE SHAFT AND STEPS P�,�? sHF�'r 8 - - - - - - -- - EA MILLER AVE 21 ( \� 4 ZW 4. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER w \ \ '. 3 E� U \ POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC. j / F T H I LL 9, -VD SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE COUNTY OF SAN BERNARDINO ANT��IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED DY OTHERS; IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL OF / A RRJW HIGHWAY THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 5. WATER VALVES COVERS SHALL BE RAISED TO GRADE BY THE PAVING CITY OF FONTANA "04 CONTRACTOR. /YOT TO . SCA,CE LANDSCAPING STREET TREES AND LANDSCAPING WITHIN PUBLIC RIGHT-OF-WAY SHALL BE PER FONTANA WEST END SPECIFIC PLAN AND LANDSCAPE ARCHITECTS PLAN UTILITY NOTES: WATER: CUCAMONGA COUNTY WATER DISTRICT 2 9461 San Bernardino Road CD�UTiS'f,16W 5'iWZZ NOi""F{� 5X111a0lflEL 0XZZ�Y/Off/C//'XZ 1y/I7ZW,O/5TiE'/CT,1llf MB Cucamongav Ca. 91730 — _ _ _ (714) 987-2591 SAN BERNARDINO VALLEY 37 MUNICIPAL WATER DISTRICT 1350 South "E" Street 2. CD/l/Ti`�fICTOr� .S�fILL B 'Fi'EvPONs'/BLE FOPSUf'POrQT/�I/G Tf/'E,1I 11 11111611 IPiEDBL. San Bernardino SEWER: CITY OF FONTANA , Erb, 8353 Sierra Avenue Fontana, Ca. 92335 (714) 350-7640 POWER: SOUTHERN CALIFORNIA EDI SON CpMPANY CONST. JUNCTION STRUCT . NO. 2 AS PER ORANGE COUNTY EMA — — — P.O.Box 768 �� ,300 N. Pepper Street Rialto, Ca. 92376 Mr. Dave Jones GAS: SOUTHERN CALIFORNIA GAS COMPANY CONST . JUNCTION STRUCT . NO. 5 AS PER* ORANGE COUNTY EMA 16231 Valley Blvd. �'9 Font-ana, Ca. 92335 Mr. Lou Westfal l SOUTHERN CALIFORNIA GAS COMPANY 9ZF%� E THE N/ITUFP/IL ,SUPPOr�T' /9 /'P, EP P��/00/C,�L -Y OUP/NG 71 T RAN SM I S S I ON DIVISION 2191 E. Birch Street Brea, Ca. 52621 TELEPHONE: PACIFIC TELEPHONE 9000 Hellman Avenue M1,5T �PECE/�E-COr�/ESOF,9LL 5UFMYIyORf� 9Cy71 E17 5PE/�ic0rl?iY1E0. Rancho Cucamonga, Ca. 91370 36" HIGH PRESSURE GAS MAINS SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION DEPARTMENT 48 HOURS PRIOR TO EXCAVATION, CALL UNDER- GROUND SERVICE ALERT ( USA) TOLL FREE 1-800-422-4133 SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION PIPELINE EMERGENCY PHONE 714-529-2889 OR 714-529-7070 7:30 a.m. to 4: 00 p.m. i AFTER HOURS 213-689-2641 WATER: SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT 549 E. SIERRA MADRE A ZUSA, CA. 9,1702 (818) 96 9- 2718 -� 5H�' - A=- H T _-I - I — — —t /rt/O�'X Nrs - P�Pdi�/LE S!�/E'�T - 5yj.5T ti 8 - /1�!/.SCOL, 14A&� 1-/5 DET�I/L S —5NEE T 5 - //V7—ER/144 COW01 7/0N5 U7 ---VILLAGE -OF HERITAGE 2 �-�, CD�UTiS'f,16W 5'iWZZ NOi""F{� 5X111a0lflEL 0XZZ�Y/Off/C//'XZ 1y/I7ZW,O/5TiE'/CT,1llf MB — _ _ _ STORM�'DRAIN PLA 5TfILI/NG5 fIT /8/8i 9�9- 7.911,2�//GUr�'s BEFOr�E CO�IrLI�yC/NG C�iV.�rI�UCT/C'r� 37 JO/N 00Z. /O X 8 1PCB W11/20 L OLD/NG TO ' 2. CD/l/Ti`�fICTOr� .S�fILL B 'Fi'EvPONs'/BLE FOPSUf'POrQT/�I/G Tf/'E,1I 11 11111611 IPiEDBL. /D 1�RA/1-190,40 LOAD/rVG GENERAL NOTES Erb, FOR ,!WAll BE 5l19IW17TED BY iNE CONTiRt1,'1'OiP 70 SG!//19GUDANP APP/?DyED,��P/OR LINE. VEN E CONST. JUNCTION STRUCT . NO. 2 AS PER ORANGE COUNTY EMA — — — / �� 1. ALL WORK SHALL DE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975. -JE,IASE 3. THE 4/'/IcI10,5L/NE O11XLL BE SZ11'PA47Xy 0/NA 11ZY7/CYTE BIND h101'/ZONTfIL O19 CONST . JUNCTION STRUCT . NO. 5 AS PER* ORANGE COUNTY EMA 7 �'9 D/ifECT/ON 9YA L/C'ENCED 5'Uh'15YaR. Tf/E 5l101EY 5L/OU/O BEPEiPFO1f1y O r . CONS"f RUCT I ON PERMITS SHALL BE OBTAINED FROM THE FONTANA PUF3LIC WORKS ANDDEPARTMENT 9ZF%� E THE N/ITUFP/IL ,SUPPOr�T' /9 /'P, EP P��/00/C,�L -Y OUP/NG 71 PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. EL NORTE STREET-. 3. ADEGUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR M1,5T �PECE/�E-COr�/ESOF,9LL 5UFMYIyORf� 9Cy71 E17 5PE/�ic0rl?iY1E0. 20 O CONST. MANHOLE SHAFT AND STEPS P�,�? sHF�'r 8 - - - - - - -- - EA TO CONSTRUCT THE WORK TO THE PLAN GRADES. 21 TROM STA. 22+02.25 TO STA, 46+OOnOO 4 ZW 4. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER 22 '. 3 E� POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE ANT��IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED DY OTHERS; IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 5. WATER VALVES COVERS SHALL BE RAISED TO GRADE BY THE PAVING CITY OF FONTANA CONTRACTOR. 6. AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. COUNTY OF SAN BERNARDINO 7. ALL UTILITY COMPANIES SHALL BE GIVEN 4e 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. t • CONSTRUCTION NOTESOUANTITIESI, 1C. BACKFILL MATERIALS TO HAVE A S. E. OF 30 (MIN.) AND MIN. COMPACTION OF 990%. 11 ALL NEW OR EXISTING VALVE CANS AND MANHOLES SHALL BE ADJUSTED TO ;3 ITEM DESCRIPTION GRADE DURING PAVING. O ,� CONST. 18 R. C. P. (D -LOAD AS NOTED) � — — _ — — — _ i7� LF 12. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. O CONST. 21" R.C.P. (D -LOAD AS NOTED)— — _ — _ _ — _— — O LF .3 CONTRACTOR SHALL_ NOT OPERATE ANY MAIN LINE WATER VALVE. OCONST. 24" R.C.P. (D -LOAD AS NOTED)— — — _ — _ — '14 14, IF EXISTING; UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE 4O CONST. 27" R.C.P. (D -LOAD AS NOTED) — — __ _ _ — — _ — 0 ��' PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. 24 CONST. 45" R•C.P. LD -LOAD A5 NOTED)- - - - - - -- - - O LF t� IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE © ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE 38 C .6T- 12 )PCP CO -LOAF A5 N07E' O) — — — — — — — " — — — 30 1-.F PAVING HAS BEEN INSTALLED SO THAT THE ENaTMEER MAY INSTALL THE STREET O CONST. 48" R.C.P. (D -LOAD AS NOTED)— _ _ //3 Z/,= A CENTERLINE MONUMENTS AS REQUIRED BY THE THE CITY CODE OF THE CITY OF — — _ — — FONTANA. (o `CONST. DBL. 10' X 8' R. C. B.' PER LACFCL7 STD. AS MODIFIED ON SHEET $ CONST. CATCH BASIN L = 51 PER SHEET 3� CON5'T .9/ " RCP (D -L- OK0 1-/5' NOTED.] - .__ - - ._ . _. - - - 22 LF ® CONST. CATCH BASIN L = 7' PER SHEET S — — — — _ — — — — — 116-4. PRIVATE ENGINEER'S NOTICE, TO CONTRACTOR CONST. CATCH BASIN L =91 PER SHEET ,g O E,9 t2�MOVF� E t2�pLAGE IZly6E2. INI'f!� 36" f2Ct9 t21,5E�- THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR 5 Wl_ru M.I. SASE p6��� rn�ITANA �T2 d�TAlt. 110 — — ____ — CA, STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE 10 CO ST. CATCH BASIN L= 11' PER S $_ — — _ — — — — — , E� CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE I j CONST. CATCH BASIN'L = 13' PER SHEET $_ ^ — — — — —__ -- �A CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD 12 CONST. CATCH BASIN L = 14' PER SHEET. -.8_ — — ^ ^._ — — — — 2 EA OR NOT SHOWN ON THESE PLANS. ® CO/I/57. 570. /2'1 CO/1/C, COZZ-4R CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE QOURSE OF !3 CONST. CATCH BASIN L =-16' PER SHEET $! — — — — — — — — — 3 �� CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE It}. CONST. CATCH BASIN L =231 PER SHEET 8_ ___ --_ — — — I �c-A LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTO.? yf,411 _ DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS OCOAIJr PROP //1/LE'7* COMME'CT/ON PER .5!/EET 9 — — — 2 'Ex FROM ANY AND ALL PROJECTS, EXCEPTING FOR LIABILITY ARISING FROM THE — — — S G V M WD SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. COrYST, cUT�F WALL FoV,PC5 PEEP -5/gzE�T 9 _ _ - _ _ _ 2 EA CONSTRUCTION NOTES U7 CONST /�EADl�I%gGG FDrP ,PCS PE,� 5//E5T 9 — 2 �-�, CD�UTiS'f,16W 5'iWZZ NOi""F{� 5X111a0lflEL 0XZZ�Y/Off/C//'XZ 1y/I7ZW,O/5TiE'/CT,1llf MB — _ _ _ 5TfILI/NG5 fIT /8/8i 9�9- 7.911,2�//GUr�'s BEFOr�E CO�IrLI�yC/NG C�iV.�rI�UCT/C'r� 37 JO/N 00Z. /O X 8 1PCB W11/20 L OLD/NG TO ' 2. CD/l/Ti`�fICTOr� .S�fILL B 'Fi'EvPONs'/BLE FOPSUf'POrQT/�I/G Tf/'E,1I 11 11111611 IPiEDBL. /D 1�RA/1-190,40 LOAD/rVG Erb, lYflTEii' L/NE DUB'/NG CO�USTiPUCT/ON. P/PE 5Ur°PO�PL�iV,� AiYO CALCUL�/T/ONS ,!WAll BE 5l19IW17TED BY iNE CONTiRt1,'1'OiP 70 SG!//19GUDANP APP/?DyED,��P/OR l $ CONST. JUNCTION STRUCT . NO. 2 AS PER ORANGE COUNTY EMA — — — / �� TOCONST,f6CT/ON, STD. PLAN 1311, PE.R 5H EET 9 3. THE 4/'/IcI10,5L/NE O11XLL BE SZ11'PA47Xy 0/NA 11ZY7/CYTE BIND h101'/ZONTfIL O19 CONST . JUNCTION STRUCT . NO. 5 AS PER* ORANGE COUNTY EMA 7 �'9 D/ifECT/ON 9YA L/C'ENCED 5'Uh'15YaR. Tf/E 5l101EY 5L/OU/O BEPEiPFO1f1y O - - - STD. PLAN 1314. PSR SFtE•E T 9 9ZF%� E THE N/ITUFP/IL ,SUPPOr�T' /9 /'P, EP P��/00/C,�L -Y OUP/NG 71 SUPPOrQl" PROCESS ,IND DUr4'/NG THE B�CKF/LL%NG OrnE/P/IT/O/j/, THE !J/ST/F/CT M1,5T �PECE/�E-COr�/ESOF,9LL 5UFMYIyORf� 9Cy71 E17 5PE/�ic0rl?iY1E0. 20 O CONST. MANHOLE SHAFT AND STEPS P�,�? sHF�'r 8 - - - - - - -- - EA D/571/CT APRIfMAL 1P1U57'9E O5MNED BEFORE e&'?10 ,5NCE�r1ENr6'F B,9cK 21 PLUG—END ---OF---R:C0-P — SOLID W1 BRICK 4 MORTAR — — — — — — — _ 4 ZW FIZZ -11Y6 /I�POUNO BIND OI�EiP THS INE. 22 REMOVE EXIST PLUG 4 JOIN — — — _ — — — — — — — — — — — 3 E� 23 PLUG END R60 50171.0 PER; SHEET 9 — — — — — — — — 2 E9 A'J6 colvsr. r��Po�,��Y iivzEr / �w 27 CONST. • OBS.. q2 A' .PCP �D Z-0,40 45 �t/OTED> — — — — — — — - 85 L � 28 GROL/ T50 ,P/P- RAP 05'�eOGx-j' /50#) WI P "F//, TZl? 251-4NXET PER 51-IT. 7 6& 01 J **a E SS1oi 29 CO/U5T. OL/ // D 5B O 5. P/ .� - OD/FF/ED PVT! T�ET 1�1/� EA !�l/AG L, CFCD ST.� !�]/G. 8 B A 5 �l / E�cco oN SHEET 7, O CONS% 0,4LTRA/V5 INILFT TYPE G4 PY/GRPW TE 7-Y,09 3X /8 --9 PSP 5f/EET 9 I 3J CoN�T. SBL . /O X,9 * RCB YV/RA/1-190,10 G 0,4D/N9 Pie 5y2'ET 9 — — — — LF' 8D �' P�,� PZ A /V - . 3/31/'94 32 )?E1v10vdE EX/5T. PL UG FOR RCB Lino /0/N 105A2 51-1,55 7- 8 — — — — 3 055--,:5E6'71-0N E CONST.' �ARTf/ Cf/�1NN�'L PES CR5h� ET 9 - -. - - -. 352 L F 9�F OF F��� T 1. L"' ���� _ 34 CONST. 4 L.AYE�P� OF 50 L.�5, 54N00,4 5 PE,P 5y,EE'T 9 - - .- J E�'. I - - I ✓ JO/N PROP. iQCP To, gC43 PL tA5 PER ,5HEET 9 • _--_ - 2- E� -- - -� R EVISIONS � �vz. I ,OAT ��,��PI�L. /-WTD' _ Aid a% �. "RVS�IRE OF T//E7 f /PSL//VE .5///�LL HIE L//W-2D TO FaR7y /--IM " 145) C/lZ,EN0.91P 0,9Y5.iYIUS7 //AUE,4 /FZX '0/1,,4BLE CO/YIIYI/TikI DSV 711E 77WEE OF P/PE"L//1 /L= �•YPOSUf�E BE"�Or4'E Gl Mli' CO/YI/l�I�NCES. S THE PIPELINE 721)AND.5l/PO1fTEP /Y/197-&EC//1fEFI/LLY /N9PECT�D /NOrQDEPTO DETE�/yI/NE" T/1,E 7/PE al4:- �4ell P/PE' ✓O//VT. /FFANY �/.9i 1X71 -ON Fi?W MELDED c/0/NT5 13 FOl/ND k1K)RK Gt//LL 6OR1 INP 711E Gt//LL BE T4TLILLY fi' 7,5 �IZW72ED. 6, 711, P/PEE/INE COAT/NCr 9/// 4Z C3�' PROTF_CT�O �9TALL %71W g BENCH MARK FWE 1 © RECORD DRAWING The information on this drawing is obtained from -Ethers and must be vdpfied in the field by anyone prior to e;c o; construction. HALL & FOREMAN, INC. is not responsible for underground facility locations or deftVons. AtI above ground ,facilities can be readily seen and verified by the parties that . intend to use same. USCGS 'Q' STATION 4PACEL' 1963.90'*ELY. OF RAILROAD TRACKS AND 28'±SLY. OF CL BASELINE. I. 1 MI. ELY. OF EAST AVENUE. SAME AS CITY B.M. #364 ELEVATION 1301,54' 1 ■ f • / A /f J'0% On w