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Home My WebLink About2025-1R/W QUANTITIES O CONST. 6" CURB AND GUTTER PER FONTANA CITY STD. NO. 101 60` 0 CONST. 41 SIDEWALK PER FONTANA CITY STD. NO. 105-A 30' CONST. 4" A.. C. OVER o" A.B. PAVING (Assume 4" A. C. over native for estimate purposes only. Actual paving thickness to be determined per paving note No. 15 on Sheet No. 1) . 15,500 S.F. 12' CONST. D/W APPROACH PER CITY STD. NO. 102 18' O5 R1W 2' 4' 4` 2' Mli�. I MIN. SLOPE �� 1 SLOPE 12� Ifo' 14'1, 1 j LEVEL ..LINE-� _ — — — / �• 3 3. TYPICAL SECTIO[ SCALE: HORIZ. I"=10' VERT, 1"-2' CREIGHTON CT. a, r! VIRO WY I i O R, I RD sirs �s RW-YAV a g AY � a RRY STLa IS L7- I ST W RE$IO ST AE O z o 2 j BARBEE ST p rs IS BAA E - FOOTHI IL "'a _ 15 '` 8;r, BLVD 66' FOMTN+A i i $ VINE ST w. E SOUAR£ IViNE ST CT VIMST NZ =C=1V=TY I*I� /'r► G�'f/ O /f UTILITY NOTICE CONSTRUCTION NOTES QUANTITIES O CONST. 6" CURB AND GUTTER PER FONTANA CITY STD. NO. 101 640 L. F. 0 CONST. 41 SIDEWALK PER FONTANA CITY STD. NO. 105-A 3800 S. F. CONST. 4" A.. C. OVER o" A.B. PAVING (Assume 4" A. C. over native for estimate purposes only. Actual paving thickness to be determined per paving note No. 15 on Sheet No. 1) . 15,500 S.F. 4 o CONST. D/W APPROACH PER CITY STD. NO. 102 10 EA. O5 INSTALL STREET LIGHTS APPROVED 5Y S.C.E. _ 1 EA. t CONST. SIDEWALK CULVERT PER DETAIL SHEET 2, 1 EA. O Construct V -Gutter per detail Sheet 2 ® ADTU5-T,.,.MP"HOLC TO GRJ'cDE 2 EA O CONS7RuC? B" A•G• DIKC 720 L.:=. - [/151..�4 3 2 1 �CREIGHTON CT. +I 6 1 7 I 8 I 9 I 10 AB 73 requires every person planning to conduct excavation notify a regional notification center at least two days prior to excavation and, if practical, the areas to be excavated shall be cblineated . A verification number will be given upon such notification without which any permit or -directive giving permission to excavate shall be invalid. Verification numbers expire in 14 days. For best communication, persons performing excavation should meet the utility companies at the job site. For more information you can contact the local regional infor- mation center. Underground Service Alert 3030 Saturn Street, S-200 Brea, CA 92621 (800) 422-4133 I SCALE : 1 - led INDEX IAP � �ti 9n-4-i PREPARED 'UNDER SUPERVISION OF: .1 - __ I ".. 6-12- MOLO4,6PTA DATE RCE NOS 31706 CALL UNDER GROUND SERVICE ALERT 9548 HOURS BEFORE YOU DIG David Crosswhite and associates .r �� engineering Surveying Planning 1802 Commercenter West, Suite H (714)381-9575 San Bernardino, CA 92408 FAX (714)888-7988 1/4'R 2 _-� SLOPE 1/4": 1' -� U U = / I cN aIr ' U ' V4 a PROTECTION BAR 3/4° 0 GALVANIZED % I/2° RW,ND STIRRUP GUTTERFL(7JV a LINE r ' °x I'-1� SUPPORT BOLT (ALHAMBRA FOUNDRY A-1572 OR EQUAL) 124 OPTIONAL HOOK A. I B r ' STEEL ANGLE 8iSUPP+ORT BOLT DETAIL 6°MIN. *105 OPTIONAL ANCHOR (1/2"x fi" STUDS) UEV16GALV. STEEa ANGLE 3I/2" 1/2�� 0 STEEL ANCHOR AT 3�-0� O.C.(MAX.) ; LENGTH SHALL BE OPENING WIDTH PLUS 12 INCHES STEEL ANGLE ANCHOR NOTES: I I. A PLAIN ROUND GALVANIZED STEEL PROTECTION BAR 3/4" IN DIA. SHALL BE INSTALLED AND EMBEDED 6"AT EACH END. 2. ALL EXPOSED METAL PARTS SHALL BE GALVANIZED. (EXCEPT FRAME AND COVER) 3. SUPPORT BOLTS SHALL BE UNIFORMLY SPACED BUT NOT TO EXCEED 7'ON CENTER. 4• STEEL ANGLE SHALL BE BENT TO MATCH CURB ALIGNMENT. \-._. 4 . SAN BERNARDINO COUNTY TRANS. DE PT. CATCH BASIN L. J. F. 12 -7.4 John R. Shone OPENING 2�B CI ' Director of Transportation N �I ASID C 1 i,yOF .F0N l'AA1 A STD , bETA)L 1241 r IT is 'i I, 53 BASIS OF BEARINr.5': THE CENTERL INE OF LOCUS T AVENUE* PER PARCEL IMP NO. 8975, P. 11. B. 95/7, B BEING N 00. 1 O' J8" I/ 4 / 4 BENCH MARIA: P. K. Nail in top of south curb Miller St. 0.9' west of southwest curb return at Alder and Miller. Elevation: 1358.21 RILVISZONS : 1 DES CRIPTI r GENERAL NOTES (STREET) : 1. All work shall be done in accordance with theseplans and the City of Fontana Public Works Department standard specifications dated 1975. 2. 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 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 begins. 5. As -built plans shall be provided to the City by the Contractor. 6. All Utility companies shall be given 48 hours notice prior to working around their facilities. 7. All backfill to be certified by Soils Engineer. 8. All materials and methods to be subject to the approval of the City Engineer. 9. Backfill materials to have a S.E. of 30 (min.) and min. compaction of 90%. 10. All new or existing valve cans and manholes shall be adjusted to grade during paving 11. Contractor to install pavement markings and striping as required by the City Engineer. 12. Contractor shall not operate any main line water valve on existing waterlines. 13. If existing utilities or other facilities conflict with the proposed improvements, work shall stop and the engineer notified immediately. 14. 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 monuments as required by the city code of the City of Fontana. 15. Pavement sections shown are minimum and subject to revision and approval of the City as required by soilstest taken after completion of rough grading. PRIVATE ENGINEER'S NOTE 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. ' PRIVATE ENGINEER'S NOTICE TO CONTRACTORS TAE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY FOR 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 THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OFWORK ON THIS PROJECT, , EXCEPTING FOR LIABILITY ARISING PROM THE SOLE NEGLIG.ENCE OF THE OWNER OR THE ENGINEER. a THE EXISTING AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE -OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE, ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. TH1: ` CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER •LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS SOLELY RESPONSIBLE FOR THE PROTECTION OF, AND ANY DANIAGE TO, ANY EXISTING IMPROVEMENTS. CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 TELEPHONE (714)350-7610 SO. CALIF, GAS COMPANY -DISTRIBUTION FACILITIES 570 4TH STREET, P.O. BOX 6226 SAN BERNARDINO. CALIFORNIA 92408 TELEPHONE (714)884-9411 OR (800)422-4133 V.S.A. GENERAL TELEPHONE COMPANY SO. CALIF. GAS COMPANY -TRANSMISSION DEPARTMENT 245 N. MOUNTAIN VIEW AVENUE 2191 BIRCH STREET POMONA, CALIFORNIA 91766 BREA, CALIFORNIA 92621 TELEPHONE (213)357-2257 OR ( 800) 422•-4133 U. S. A. TELEPHONE (714)529-2889 OR (800)422-41.33 U.S.A. SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT SOUTHERN CALIFORNIA EDISON COMPANY 825 EAST ,THIRD STREET 1351 E. FRANCIS AVENUE, P.O. BOX 513 SAN BERNARDINO, CALIFORNIA 92408 ONTARIO, CALIFORNIA 92621 TELEPHONE (714)383-1665 TELEPHONE (714)947 -2996 -UNDERGROUND POWER PACIFIC TELEPHONE b TELEGRAPH COMPANY (714')875 -5100 -TRANSMISSION 3073 ADAMS STREET (213)637 -1233 -PIPELINES, OR RIVERSIDE, CALIFORNIA 92504 ( 800) 422-4133 U. S. A. TELEPHONE (714)359-2585 OR (BOO)422-4133 U. S- A. EXi's DJ1'i'E "PMVIM DhT19 CITY, OF FONTANA,? CALIFORNIA PUBLIC WORKS DEPARTMENT DRAW BY: STREET /MP1?0VEMENT PLAN sc-A" IGNM ter : TRACT 1DATE: �.z ,�,� 7 -ZZ -7/ DY: APPR•OWD DRW . # T-1 OX, • , . CITY ENGINE= RGE i• f` [/151..�4 3 2 1 �CREIGHTON CT. +I 6 1 7 I 8 I 9 I 10 AB 73 requires every person planning to conduct excavation notify a regional notification center at least two days prior to excavation and, if practical, the areas to be excavated shall be cblineated . A verification number will be given upon such notification without which any permit or -directive giving permission to excavate shall be invalid. Verification numbers expire in 14 days. For best communication, persons performing excavation should meet the utility companies at the job site. For more information you can contact the local regional infor- mation center. Underground Service Alert 3030 Saturn Street, S-200 Brea, CA 92621 (800) 422-4133 I SCALE : 1 - led INDEX IAP � �ti 9n-4-i PREPARED 'UNDER SUPERVISION OF: .1 - __ I ".. 6-12- MOLO4,6PTA DATE RCE NOS 31706 CALL UNDER GROUND SERVICE ALERT 9548 HOURS BEFORE YOU DIG David Crosswhite and associates .r �� engineering Surveying Planning 1802 Commercenter West, Suite H (714)381-9575 San Bernardino, CA 92408 FAX (714)888-7988 1/4'R 2 _-� SLOPE 1/4": 1' -� U U = / I cN aIr ' U ' V4 a PROTECTION BAR 3/4° 0 GALVANIZED % I/2° RW,ND STIRRUP GUTTERFL(7JV a LINE r ' °x I'-1� SUPPORT BOLT (ALHAMBRA FOUNDRY A-1572 OR EQUAL) 124 OPTIONAL HOOK A. I B r ' STEEL ANGLE 8iSUPP+ORT BOLT DETAIL 6°MIN. *105 OPTIONAL ANCHOR (1/2"x fi" STUDS) UEV16GALV. STEEa ANGLE 3I/2" 1/2�� 0 STEEL ANCHOR AT 3�-0� O.C.(MAX.) ; LENGTH SHALL BE OPENING WIDTH PLUS 12 INCHES STEEL ANGLE ANCHOR NOTES: I I. A PLAIN ROUND GALVANIZED STEEL PROTECTION BAR 3/4" IN DIA. SHALL BE INSTALLED AND EMBEDED 6"AT EACH END. 2. ALL EXPOSED METAL PARTS SHALL BE GALVANIZED. (EXCEPT FRAME AND COVER) 3. SUPPORT BOLTS SHALL BE UNIFORMLY SPACED BUT NOT TO EXCEED 7'ON CENTER. 4• STEEL ANGLE SHALL BE BENT TO MATCH CURB ALIGNMENT. \-._. 4 . SAN BERNARDINO COUNTY TRANS. DE PT. CATCH BASIN L. J. F. 12 -7.4 John R. Shone OPENING 2�B CI ' Director of Transportation N �I ASID C 1 i,yOF .F0N l'AA1 A STD , bETA)L 1241 r IT is 'i I, 53 BASIS OF BEARINr.5': THE CENTERL INE OF LOCUS T AVENUE* PER PARCEL IMP NO. 8975, P. 11. B. 95/7, B BEING N 00. 1 O' J8" I/ 4 / 4 BENCH MARIA: P. K. Nail in top of south curb Miller St. 0.9' west of southwest curb return at Alder and Miller. Elevation: 1358.21 RILVISZONS : 1 DES CRIPTI r GENERAL NOTES (STREET) : 1. All work shall be done in accordance with theseplans and the City of Fontana Public Works Department standard specifications dated 1975. 2. 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 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 begins. 5. As -built plans shall be provided to the City by the Contractor. 6. All Utility companies shall be given 48 hours notice prior to working around their facilities. 7. All backfill to be certified by Soils Engineer. 8. All materials and methods to be subject to the approval of the City Engineer. 9. Backfill materials to have a S.E. of 30 (min.) and min. compaction of 90%. 10. All new or existing valve cans and manholes shall be adjusted to grade during paving 11. Contractor to install pavement markings and striping as required by the City Engineer. 12. Contractor shall not operate any main line water valve on existing waterlines. 13. If existing utilities or other facilities conflict with the proposed improvements, work shall stop and the engineer notified immediately. 14. 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 monuments as required by the city code of the City of Fontana. 15. Pavement sections shown are minimum and subject to revision and approval of the City as required by soilstest taken after completion of rough grading. PRIVATE ENGINEER'S NOTE 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. ' PRIVATE ENGINEER'S NOTICE TO CONTRACTORS TAE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY FOR 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 THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OFWORK ON THIS PROJECT, , EXCEPTING FOR LIABILITY ARISING PROM THE SOLE NEGLIG.ENCE OF THE OWNER OR THE ENGINEER. a THE EXISTING AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE -OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE, ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. TH1: ` CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER •LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS SOLELY RESPONSIBLE FOR THE PROTECTION OF, AND ANY DANIAGE TO, ANY EXISTING IMPROVEMENTS. CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 TELEPHONE (714)350-7610 SO. CALIF, GAS COMPANY -DISTRIBUTION FACILITIES 570 4TH STREET, P.O. BOX 6226 SAN BERNARDINO. CALIFORNIA 92408 TELEPHONE (714)884-9411 OR (800)422-4133 V.S.A. GENERAL TELEPHONE COMPANY SO. CALIF. GAS COMPANY -TRANSMISSION DEPARTMENT 245 N. MOUNTAIN VIEW AVENUE 2191 BIRCH STREET POMONA, CALIFORNIA 91766 BREA, CALIFORNIA 92621 TELEPHONE (213)357-2257 OR ( 800) 422•-4133 U. S. A. TELEPHONE (714)529-2889 OR (800)422-41.33 U.S.A. SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT SOUTHERN CALIFORNIA EDISON COMPANY 825 EAST ,THIRD STREET 1351 E. FRANCIS AVENUE, P.O. BOX 513 SAN BERNARDINO, CALIFORNIA 92408 ONTARIO, CALIFORNIA 92621 TELEPHONE (714)383-1665 TELEPHONE (714)947 -2996 -UNDERGROUND POWER PACIFIC TELEPHONE b TELEGRAPH COMPANY (714')875 -5100 -TRANSMISSION 3073 ADAMS STREET (213)637 -1233 -PIPELINES, OR RIVERSIDE, CALIFORNIA 92504 ( 800) 422-4133 U. S. A. TELEPHONE (714)359-2585 OR (BOO)422-4133 U. S- A. EXi's DJ1'i'E "PMVIM DhT19 CITY, OF FONTANA,? CALIFORNIA PUBLIC WORKS DEPARTMENT DRAW BY: STREET /MP1?0VEMENT PLAN sc-A" IGNM ter : TRACT 1DATE: �.z ,�,� 7 -ZZ -7/ DY: APPR•OWD DRW . # T-1 OX, • , . CITY ENGINE= RGE