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Home My WebLink About1977-1I LOT'A' F09 0124INAGC L A AJO 5 C4 PC -- L ZZ _a�_5 a f7h, di 0 F V 00 \J Y4 f LevL-t- IAIU- _T1_ 4 EX15T 84V6A110AZT P/ZOP/ )2-ce-L CEA441" FUTUI,?E ImpkOV.S. C-X1!57_Z4 fic.,5. EMOVE 7o' 16.w MANGO' AVENUE' - N. T. T. I Walnut Yll 420 v/ C /Z Z-0 P-0 /Z -us r( DID �4 0. y 0. co y GENERAL NOTES (STORM DRAIN) 60 0 EX15r IMPkOVEMENT6 1. The construc - tion of all public improvements sha 11 conform to EX15T PA Vz��-M_EAJ 7' these planis" and to the requirements of the City standard specifications,� Public Works Department, City of Fontana. 2. Construction permits shall be obtained from Fontana Public Works 'BLANCHARD -AVENUE -7-1,TED) Department prior to start of any work within the city limits. /U 3. Stationing refers to the centerlines of storm drains except where otherwise noted. 71. All exposed concrete surfaces shall conform in grade, color and 4. finish to all adjoining curbs and sidewalks. 5. No concrete shall be placed until the forms and reinforcing steel has been placed, inspected and approved. 6. All underground work shall be completed prior to paving of 50 streets. 7. Existing underground utilities are as per the available records. The contractor shall be responsible for verifying the aCtual location and elevation in the field. /0 /0, 4. �5 f 6� - 8. The walls and faces of all excavations greater' than five (5) feet in depth shall be effectively guarded by a shoring system, sloping of the ground or other equivalent means. Trenches less 01. than five (5) feet in depth shall also be guarded when VLE11-FIL Ll examination indicates hazardous ground movement may be expected. 9. The Contractor(s) shall also obtain a permit to perform excavation or trench work as described in Note 8 above from Cal/Qsha. below pavement grade and 10. All manholes shall be constructed 6" brought to finish grade by the paving contractor after pavement is in place. 11 Immediately following removal of existing pavement or dike or curb and/or gutter the Contractor shall diligently pursue that portion of work to completion. 1; . All C.M.P. installations and connections shall be made per manufacturer's suggested method unless otherwise specified on the LAKEVIEW COURT plans. T. 15. 13. If during construction, ground water is encountered, a system T1. approved by the City Engineer shall be installed to dewater said area at the direction ofthe Soils Engineer. 14. No trench backfill shall take place without prior approval of the City's Inspector. 15. All exposed metal surfaces shall be 'galvanized in accordance �ith the City standard specifications. 16. As -built plans shall be provided to the City by the Contractor. I & Uvv CITY OF FONTANA 422-4133 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92331;� TELEPHONE (714) 350-7816 GENERAL A107*,ES (.6rRZET) SOUTHERN CALIFORNIA GAS COMPANY - DISTRIBUTION FACILITIES 570 4th STREET P.O. BOXI� 6226 I SAN BERNARDINO, CALIFORN IA 92408 FA VIA16 N Or, ES 'I. All work shall be done'in accordance'Wit'h' these plans and ..t4e. SOUTHERN CALIFORNIA GAS ICOMPANY - TRANSMISSION DEPARTMENT 1) 4 C TU4 L MICIWE5,5 oF A. c. P0 14,511116" 7- 4 A10 09 134 GE COU12 55 11114Te-,EIAL FOR, City of Fontana Public Works Department standa'rd specificatIons 2191 BIRCH STREET -Z- 6AILWIUE&TIAIK� Z5POZF 41VD TO 71',�f- Cl T)l � Or- FCWT111VA FOZ All,',��14L BREA., CALIFORNIA 92621 TELEPHONE (714) 529-28891, or (800) 422-4133 U.S.A. dated 1975. . t -114C MIA111W101111 14AII--) Z) PX11C _A/F S;% (_IZ4�_ - 5i�E(f 7/0/VS 5'140WAI 11RC 2.. Construction permits shall be obtained from' Fontana Publ . ic, 1351 E. FRANCIS AVENUE P.O. BOX 513 TWL-Itl 411`7145�Z COMF�E7_10AI_ 0/-- lk?OUC21-1 'ONTARIO, CALIFORNIA 92621 Worka Department prior to start of any' work 4ithin the city TELEPHONE (714) 947-299E - UNDERGROUND POWER (714) 875-510C - TRANSMISSION limits. (714) 837-1233 - PIPELINES, or 3. Adequate stakes shall be set by the Engineer to enable "the GENERAL TELEPHONE COMPANY contractor -to construct the work*to the plan grades. 245 N. MOUNTAIN VIEW 0ENUE 4. All pipes or .4ubst'ructures of any kind and all telephone or power TELEPHONE (213) 357-2257 or (800)'422-4133 U.S.A. SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT Polest'water-meters, valves, hydrants, irrigation structures 825 EAST THIRD STREET 8ENCH MARK SAN BERNARDINO, CALIFORNIA 92408 etc., shown or not shown on this plan and located within areas to TELEPHONE (714) 383-18/85 SM BERNARDINO COLNTY SURVEYOR PACIFIC TELEPHONE & TELEGRAPH COMPANY be improved and interfering with construction, shall be relocated REFOREWE: FIELD BOOK 4049 PG. 22 3073 ADAMS STREET by others, ,it shall be'the contractor's resp'onsibility to notify RIVERSIDE, CALIFORNIA 92504 TELEPHONE (714) 35902585'' 'or (800) 422-4133 U.S.A. 00.5 MI. EAST ALCNG HIQHI_N4D AVENUE FRCM SIERRA all of the.agencies concerned before construction begins. 29/32, Tel N.,R.5 W�- 5. Water valves covers shall be raised to grade by the paving contractor. 6. As -built plans'shall be provided to the City by the Contractior. All Utility Companies shall be given 48 hours notice prior to working 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. 10. Backfill materials to have a S.E. of 30 (min.) and min. compaction of 90%. 11. All new or existing valve cans and manholes sball 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 existing waterlines.. 14. If existing utilities or 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 engineer may Install the street centerline snon' uments as required by the city code of the City of Fontana. jPR1VA7"H'ENWA1E6R0S*N0r,ff r49CONTMACMR THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE -RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE'PLANS FOR APPROVAL BY THE CITY. (THIS NOTE REQUIRED ON ALL PLANS.) THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES,,, CONDUITSr OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED ,BY A SEARCH OF EXISTING AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ,SHOWN DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES "'SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES 'ALL RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITSf OR STRUCTURES SHOWN OR.NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF TRIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND -PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 9) VS rM to C; 70N, M 9 T 6S A M 0 ES r1kfA M OF 49MA N r/ TZ ES (D CONSTRUCTj._�A.C..OVE7�2 "AB. I PAVING (ASSUME 411 A.C. OVER NATIVE FOR ESTIMATING ONLY. ACTUAL PAVING THICKNESS TO BE'DETERMINED PER PAVING NOTE ON SHT. 1.) ................. 14 FEATHER A.C. AS NECESSARY.TO INSURE A SMOOTH TRANSITION (WIDTH - 61 MIN.) ............................................ 3300 S.F. CONSTRUCT 611 CURB AND GUTTER PER CITY OF FONTANA STD. NO. 101 ....................... * ......... 980 L.F. G) k CONSTRUCT 811 CURB AND GUTTER PER CITY OF FONTANA ..-STD. NO. 101 .............................. 0 ........... 0 260 L.F. CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 104-8 .... 1 EA. CONSTRUCT 411 THICK P.C.C. SIDEWALK PER TYPICAL STREET SECTIONS,STD. DET. 105A ................... **.**.o ... e--**-9*e4960 SoFo CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. NO. 104A ................................................ 2 EA'. SAWCUT'-AND REMOVE EXISTING PAVING ............................. 2036 S.F. REMOVE EXISTTNG CURB AND GUTTER .............................. 13 L.F. (9 CONSTRUCT CURB INLET STRUCTURE PER CITY OF FONTANA STD. NO. 121. (AS MODIFIED PER THIS SHEET) .......... �*.oe.eot I EA. (2 INSTALL R-1 STOP SIGN .......................................... 1 EA. (9 CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF FONTANA STD. NO. 102. - TO BE FIELD LOCATED .......................... 11 EA. 06 CONSTRUCT JUNCTION STRUCTURE PER . L. A. F. C. P. STD - NO. 2 - oil �r ............................ 1 EA. 17 CONGTRUCT I d' R. C, P (f000 D) PER PLAN PROF1 LE TH/S 5f4EET.. . 114.5-7 L.F. I F�EMOVE EXIG, T /8 1, P.C-P ZOO L. F 109 CONGTTRUCT Z41, P.C.P C Y_ D L. I LOT'A' F09 0124INAGC L A AJO 5 C4 PC -- L ZZ _a�_5 a f7h, di 0 F V 00 \J Y4 f LevL-t- IAIU- _T1_ 4 EX15T 84V6A110AZT P/ZOP/ )2-ce-L CEA441" FUTUI,?E ImpkOV.S. C-X1!57_Z4 fic.,5. EMOVE 7o' 16.w MANGO' AVENUE' - N. T. T. I Walnut Yll 420 v/ C /Z Z-0 P-0 /Z -us r( DID �4 0. y 0. co y GENERAL NOTES (STORM DRAIN) 60 0 EX15r IMPkOVEMENT6 1. The construc - tion of all public improvements sha 11 conform to EX15T PA Vz��-M_EAJ 7' these planis" and to the requirements of the City standard specifications,� Public Works Department, City of Fontana. 2. Construction permits shall be obtained from Fontana Public Works 'BLANCHARD -AVENUE -7-1,TED) Department prior to start of any work within the city limits. /U 3. Stationing refers to the centerlines of storm drains except where otherwise noted. 71. All exposed concrete surfaces shall conform in grade, color and 4. finish to all adjoining curbs and sidewalks. 5. No concrete shall be placed until the forms and reinforcing steel has been placed, inspected and approved. 6. All underground work shall be completed prior to paving of 50 streets. 7. Existing underground utilities are as per the available records. The contractor shall be responsible for verifying the aCtual location and elevation in the field. /0 /0, 4. �5 f 6� - 8. The walls and faces of all excavations greater' than five (5) feet in depth shall be effectively guarded by a shoring system, sloping of the ground or other equivalent means. Trenches less 01. than five (5) feet in depth shall also be guarded when VLE11-FIL Ll examination indicates hazardous ground movement may be expected. 9. The Contractor(s) shall also obtain a permit to perform excavation or trench work as described in Note 8 above from Cal/Qsha. below pavement grade and 10. All manholes shall be constructed 6" brought to finish grade by the paving contractor after pavement is in place. 11 Immediately following removal of existing pavement or dike or curb and/or gutter the Contractor shall diligently pursue that portion of work to completion. 1; . All C.M.P. installations and connections shall be made per manufacturer's suggested method unless otherwise specified on the LAKEVIEW COURT plans. T. 15. 13. If during construction, ground water is encountered, a system T1. approved by the City Engineer shall be installed to dewater said area at the direction ofthe Soils Engineer. 14. No trench backfill shall take place without prior approval of the City's Inspector. 15. All exposed metal surfaces shall be 'galvanized in accordance �ith the City standard specifications. 16. As -built plans shall be provided to the City by the Contractor. I & Uvv CITY OF FONTANA 422-4133 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92331;� TELEPHONE (714) 350-7816 ORKING DAYS BEFORE YOU DIG' SOUTHERN CALIFORNIA GAS COMPANY - DISTRIBUTION FACILITIES 570 4th STREET P.O. BOXI� 6226 I SAN BERNARDINO, CALIFORN IA 92408 FA VIA16 N Or, ES TELEPHONE (714) 884-9411�' or (800) 422-4133 U.S.A. SOUTHERN CALIFORNIA GAS ICOMPANY - TRANSMISSION DEPARTMENT 1) 4 C TU4 L MICIWE5,5 oF A. c. P0 14,511116" 7- 4 A10 09 134 GE COU12 55 11114Te-,EIAL FOR, 5; T W T01 e4 5 TREEF 15ECT'101\t5 51-1ALIL 43f e,5C0A11114&V19FP /5Y A 6E07_aa1A11 4 2191 BIRCH STREET -Z- 6AILWIUE&TIAIK� Z5POZF 41VD TO 71',�f- Cl T)l � Or- FCWT111VA FOZ All,',��14L BREA., CALIFORNIA 92621 TELEPHONE (714) 529-28891, or (800) 422-4133 U.S.A. UPC)AI C0114PLfT10A1 OF 61Z4P1A1(f7. . t -114C MIA111W101111 14AII--) Z) PX11C _A/F S;% (_IZ4�_ - 5i�E(f 7/0/VS 5'140WAI 11RC SOUTHERN CALIFORNIA EDISON COMPANY /0 le;�_V15'10AI AA11? OF 7-#6 ClrX A5 CeQU11ZC-1_�> 15Y --:701Z_5 1351 E. FRANCIS AVENUE P.O. BOX 513 TWL-Itl 411`7145�Z COMF�E7_10AI_ 0/-- lk?OUC21-1 'ONTARIO, CALIFORNIA 92621 TELEPHONE (714) 947-299E - UNDERGROUND POWER (714) 875-510C - TRANSMISSION (714) 837-1233 - PIPELINES, or (800) 422-4133 U.S.A. GENERAL TELEPHONE COMPANY 245 N. MOUNTAIN VIEW 0ENUE POMONA, *CALIFORN-IA 91788 sl TELEPHONE (213) 357-2257 or (800)'422-4133 U.S.A. SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT 825 EAST THIRD STREET 8ENCH MARK SAN BERNARDINO, CALIFORNIA 92408 TELEPHONE (714) 383-18/85 SM BERNARDINO COLNTY SURVEYOR PACIFIC TELEPHONE & TELEGRAPH COMPANY 8-EVATION:1527.59 REFOREWE: FIELD BOOK 4049 PG. 22 3073 ADAMS STREET -'R.R. SPIKE, SOUTH SIDE OF P.P. 2.0' _UP, RIVERSIDE, CALIFORNIA 92504 TELEPHONE (714) 35902585'' 'or (800) 422-4133 U.S.A. 00.5 MI. EAST ALCNG HIQHI_N4D AVENUE FRCM SIERRA A%v1EttU, -301 SaTTH Nq.D 36' WEST OF 1/4 SECTION' 29/32, Tel N.,R.5 W�- A CITY FONTAAIA -��-TD /Z3 7-0 9E A11001FIED WICI TY GTO, 11Z 5ro. IWE-C45F M,4N140L4!:- 14DAPF W1 IWIAJ. 6"C01K. COt_L4;(� FOI� 16'IV67R7-IC,4��Y, `�;l 13411 IMPROV PL,41-157 % 10 0Hr A -lo -Z FOP - /8, /D Q___ _4J Z.AkEVIE-W COU12T PL AQ � PCOFIL E 1�. A 0 IV800,571,56 IE 9166IN Z .4 F C1 49 � A/ 0 TZ7. 2 - D11 3 (4 7 -749 tiv.) t U s� LU ,D LIJ Q Lb _OTRUCT 16'R. C. F. -5 04R4M D,;;�� T //V Q'i - LU Q) N Q GiV- Z-5`11_3 V,,4LUE!5 UJ (P Q ki -30 A 0 b \3 /3 1, Ix t N :7 -2 R) NO 24 4 71k �i Exp- 3-3,J-92 1\4k cc) M. qZ) -4 (i 1-� , I I I (�� t (0) CA (:ALIFORNIA - RrEGIONAL UJ J //07 rh C', 1_��11 _L� � tNGINEERS ENGINEERS a LAND SURVEYORS e PLANNING RICPAFZID AA. I<LWE: R.(C.C. 305�4 0,4 TF_ - "THE SOUTHERN HOTEL" , 445 South "D" St. Perris, CA 92370 (7 1,4) 940-5024 REVISIONS: C/ TY GF FO'N TA N A, CALIFORNIA No. -DESCRIPTION ENG. DATE APPROVED DATE No 7-15 3751FRIJ74T 7ZP70/-/J46)N3 fZ110. 9 1 11/7/C// PER /I A N 0 /0/? CFIZ- f 4 5 3HO PUBLIC OR K'S DEOAPTMENT 8y: SICk! E TRACT NO 7/441N-5 78 HSIGN BY: AS SHOWN STREE IMPROVEMENT PLAN CHECK BY: M E 0 i4EE-7- DATE STORM DRAIN PLAN 61 - PROFILE LDR. W. �,HT w). A5F%VED OF 1,q77 i OF .3 tj 61 ki E_E�K ?CAE 26