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Home My WebLink About5602-6TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT � �FDIaC U 19962 R/W i S� EP � CYPRESS AVENUE CYPRESS AVENUE v S -" N00°41'10"W -~ 0 ".. �N CUL FUTURE R/W � SCALE: 1 "=2_ co_ �3 LO � I 1 IW 45 Z o LLJ I—�C:)w S 4 2 0 2 OT co _t9 — I 6 co REV. REVISION DESCRIPTION DATE ENG R. I CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. SCALE IN FEET 1 ,• :• 14 120 low-m-M —m—m— CONSTRUCTION NOTES 1O INSTALL 36" RCP STORM DRAIN (D -LOAD PER PROFILE). O2 INSTALL 42" RCP STORM DRAIN (D -LOAD PER PROFILE). O3 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012. 44 CONSTRUCT TRANSITION STRUCTURE PER SPPWC STD. PLAN 342-2. O5 CONSTRUCT DOUBLE 3'Wx2'H R.C.B. (SEE SHT 9). O6 CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD. PLAN. NO. 3026. O CUT AND REMOVE 7.66 L.F. SECTION OF EXIST. 72" RCP. O8 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3011. O9 INSTALL 30" RCP STORM DRAIN (D -LOAD PER PROFILE). 10 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3013. 11 INSTALL 24" RCP STORM DRAIN (D -LOAD PER PROFILE). 12 CONSTRUCT CONCRETE BACKFILL. 13 CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD PLAN 3022. 14 CONSTRUCT STANDARD TRENCH REPAIR PER CITY OF FONTANA STD PLAN 1008. 15 CONSTRUCT BRICK AND MORTAR PLUG PER SAN BERNARDINO COUNTY STD. 176A. 16 CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN 3010. 17 INSTALL 18" RCP STORM DRAIN (D -LOAD PER PROFILE). 18 INSTALL JENSEN PRECAST 24"X24" DRAIN INLET PER DETAIL SHEET 2 BENCH MARK: # 8-7 BASIS OF BEARINGS: SAN BERNARDINO COUNTY THE CENTERLINE OF CITRUS AVENUE BENCHMARK # 6-7. A BRASS DISK AT AS SHOWN ON RECORD OF SURVEY THE SOUTHEAST CORNER OF CASA 35/9 TAKEN AS N 01°10'30" W WAS GRANDE AVENUE AND SIERRA AVENUE. USED AS THE BASIS OF BEARINGS ELEVATION: 1739.006' FOR THIS MAP. PREPARED UNDER THE SUPERVISION OF: QFtOFL. L�/ pNq (INMADOLE/w�F 9302 PITTSBURGH AVE., SUITE 230 DRAWN BY: C7 4/ -)3tZT� • RANCHO CUCAMONGA, CA. 91730 �w No. 36637 C o INl PHONE 909.481.6322 DM Exp: 06-30-18 Engineering Communities for Life FAX 909.481.6320 DESIGNED BY: WLI /SCL �TFOFCAL F (1✓Q 5 1 DATE Z 17 CHECKED BY: WEND L L. IWATSURU EXP. 6 30- 8 WLI R.C.E. 36637 CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS CYPRESS AVENUE SC AS SHOWN DATE: WATER QUALITY TREATMENT PIPE FEBRUARY 15, 2017 APPROVE BY: DRAWING NO.6 7/31/2017 5602 13 CITY ENGINEER R.C.E. 51152 DATE !!!!!!!!!! !!!! mm • !!! CCCCCCCCCCCCCCCCCCCCCC CCCCCCCCCCC�CCCCCCCCCC • !! C !!—!!!rte!!!!!!!!!!!!!! •• !! ♦ C :� •� !!!!!!!!!! !!!!may!!!! !!!!!!!!!! !ice!!!!!!! !!!!!!ter•!!! !!!!!!!!! !luso!!!!!! !!!!!!!!! WE r�®.�- CCCCCCCCC ■ sem!!!!! • CCCCCC. !!!!!!!!!!! !!!!!!!!—s!!! CCCCCCCCCCC C. CCC,�!!!�� ! !!! !!! CM ��!! MEN CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC !!!!!!! !!!! !!!!!!!!!!!!!!!!!!!! MIN � CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC CCCCCCCCC��sCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! WOR !! !! =ME i !!! !!!!!!!�■ !!! !!!!! !!!!!!! CCCCCCCCCCCCEB CCCCCCCCCCCCCCCC �!!!!!!!!!! !!!!!!! CCCCCCCCCCCCCCCCCCC !! !!!!!!!!!! !!!!!!! IIIIIIIIIIIIIIIIIIIN !!!!!!! • !!!!l�fi!!!!!!!!!!!!!!! w—Swa� ! — TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT � �FDIaC U 19962 R/W i S� EP � CYPRESS AVENUE CYPRESS AVENUE v S -" N00°41'10"W -~ 0 ".. �N CUL FUTURE R/W � SCALE: 1 "=2_ co_ �3 LO � I 1 IW 45 Z o LLJ I—�C:)w S 4 2 0 2 OT co _t9 — I 6 co REV. REVISION DESCRIPTION DATE ENG R. I CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. SCALE IN FEET 1 ,• :• 14 120 low-m-M —m—m— CONSTRUCTION NOTES 1O INSTALL 36" RCP STORM DRAIN (D -LOAD PER PROFILE). O2 INSTALL 42" RCP STORM DRAIN (D -LOAD PER PROFILE). O3 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012. 44 CONSTRUCT TRANSITION STRUCTURE PER SPPWC STD. PLAN 342-2. O5 CONSTRUCT DOUBLE 3'Wx2'H R.C.B. (SEE SHT 9). O6 CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD. PLAN. NO. 3026. O CUT AND REMOVE 7.66 L.F. SECTION OF EXIST. 72" RCP. O8 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3011. O9 INSTALL 30" RCP STORM DRAIN (D -LOAD PER PROFILE). 10 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3013. 11 INSTALL 24" RCP STORM DRAIN (D -LOAD PER PROFILE). 12 CONSTRUCT CONCRETE BACKFILL. 13 CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD PLAN 3022. 14 CONSTRUCT STANDARD TRENCH REPAIR PER CITY OF FONTANA STD PLAN 1008. 15 CONSTRUCT BRICK AND MORTAR PLUG PER SAN BERNARDINO COUNTY STD. 176A. 16 CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN 3010. 17 INSTALL 18" RCP STORM DRAIN (D -LOAD PER PROFILE). 18 INSTALL JENSEN PRECAST 24"X24" DRAIN INLET PER DETAIL SHEET 2 BENCH MARK: # 8-7 BASIS OF BEARINGS: SAN BERNARDINO COUNTY THE CENTERLINE OF CITRUS AVENUE BENCHMARK # 6-7. A BRASS DISK AT AS SHOWN ON RECORD OF SURVEY THE SOUTHEAST CORNER OF CASA 35/9 TAKEN AS N 01°10'30" W WAS GRANDE AVENUE AND SIERRA AVENUE. USED AS THE BASIS OF BEARINGS ELEVATION: 1739.006' FOR THIS MAP. PREPARED UNDER THE SUPERVISION OF: QFtOFL. L�/ pNq (INMADOLE/w�F 9302 PITTSBURGH AVE., SUITE 230 DRAWN BY: C7 4/ -)3tZT� • RANCHO CUCAMONGA, CA. 91730 �w No. 36637 C o INl PHONE 909.481.6322 DM Exp: 06-30-18 Engineering Communities for Life FAX 909.481.6320 DESIGNED BY: WLI /SCL �TFOFCAL F (1✓Q 5 1 DATE Z 17 CHECKED BY: WEND L L. IWATSURU EXP. 6 30- 8 WLI R.C.E. 36637 CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS CYPRESS AVENUE SC AS SHOWN DATE: WATER QUALITY TREATMENT PIPE FEBRUARY 15, 2017 APPROVE BY: DRAWING NO.6 7/31/2017 5602 13 CITY ENGINEER R.C.E. 51152 DATE !!!!!!!!!! !!!! mm • !!! CCCCCCCCCCCCCCCCCCCCCC CCCCCCCCCCC�CCCCCCCCCC • !! C !!—!!!rte!!!!!!!!!!!!!! •• !! ♦ C :� •� !!!!!!!!!! !!!!may!!!! !!!!!!!!!! !ice!!!!!!! !!!!!!ter•!!! !!!!!!!!! !luso!!!!!! !!!!!!!!! WE r�®.�- CCCCCCCCC ■ sem!!!!! • CCCCCC. !!!!!!!!!!! !!!!!!!!—s!!! CCCCCCCCCCC C. CCC,�!!!�� ! !!! !!! CM ��!! MEN CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC !!!!!!! !!!! !!!!!!!!!!!!!!!!!!!! MIN � CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC CCCCCCCCC��sCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! WOR !! !! =ME i !!! !!!!!!!�■ !!! !!!!! !!!!!!! CCCCCCCCCCCCEB CCCCCCCCCCCCCCCC �!!!!!!!!!! !!!!!!! CCCCCCCCCCCCCCCCCCC !! !!!!!!!!!! !!!!!!! IIIIIIIIIIIIIIIIIIIN !!!!!!! — C!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! +(_4J N LO w I in 17 I 12 18 1 —!!!!!! —!!!!!!!! —!!!!!!!!! !!!!!!!!!! !!!!!!!!!! !!!!!!! 41 PROP. C&G 42 - — —!!!!!!!!! !!!!!!!!!! !!!!!!!!!! !!!!!!! —!!!!!!!!!!!!!!!_!!!! CCCCCCCCCCCCCCCCCCCCCE CCCCCCCCCCCCC !!!!!!!!! � �_�_CCCCCCCCCCCCCCC�_CCCCCCCCCCCCCCCCCCC CCCCC CCCCCCCCCEEECCCCCCCCCCCCCCCCC !!!!!!!!! CCCCCCCCCCCCCC� !!lM.r ■ !!!!!!!!!!! C CCCC !!!!! I i�iCCCCC _ —!!!! —!!!!!!!l�i � • a!!!!!!!! === —!!!! JI d CCCCCCCCCCCCC CCCCCCCC== —!!!!!!!!!!!!!!!!!!! i9Z;LWA'= —!!!!! !!!!!!!!!!!!!! M � I � FUTURE SD � ===CCCCCCCC !!!!!! �� CCCCCCCCCCCCC ' ' l�ECCCCCCCCCCCC CCCC CCCCCC � .. CCCC - � CCCCC !!!!!!! CCCCC , CCCC CCCC I _ Q J —!!!!!!!!!!!!!!!l��. CCCCCCCCCCCCCCCCCCC! —!!!!!! —!!!!!!!!rte! —!!!!!!!!! !!!!!!!!! Ln O — — — — — — — — —!!!!!!—!!!�l�.�� CCCCCCCCCCCCCCCCC U ri z U5 c) U o M O M CCCCCCCCCC M W CECCCCCCCCCCCCCCCC !!!CCCCCC CCCCCC !C 1 !! pill ' C C ♦ !CCCCCCCCCCCCCCCCCCCC CCCCCCCCCCCCCCCCCCCC !!!!!!!!!!!!!!!!!!!! CCCCCCCCCCCCCCCCCCCC MEN �:CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC ECCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC �:CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC minCCCCCCCCCCCCCCCCCCC CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC =CCCCCCCC • CCCCCCC i► ® C —!!!! —!!!!= ECCCCCCCC CCCCCCCC CCCCCCCCCCCCCCCCCCCC: s � � � �CCCCCCCCCCC TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT � �FDIaC U 19962 R/W i S� EP � CYPRESS AVENUE CYPRESS AVENUE v S -" N00°41'10"W -~ 0 ".. �N CUL FUTURE R/W � SCALE: 1 "=2_ co_ �3 LO � I 1 IW 45 Z o LLJ I—�C:)w S 4 2 0 2 OT co _t9 — I 6 co REV. REVISION DESCRIPTION DATE ENG R. I CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. SCALE IN FEET 1 ,• :• 14 120 low-m-M —m—m— CONSTRUCTION NOTES 1O INSTALL 36" RCP STORM DRAIN (D -LOAD PER PROFILE). O2 INSTALL 42" RCP STORM DRAIN (D -LOAD PER PROFILE). O3 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012. 44 CONSTRUCT TRANSITION STRUCTURE PER SPPWC STD. PLAN 342-2. O5 CONSTRUCT DOUBLE 3'Wx2'H R.C.B. (SEE SHT 9). O6 CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD. PLAN. NO. 3026. O CUT AND REMOVE 7.66 L.F. SECTION OF EXIST. 72" RCP. O8 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3011. O9 INSTALL 30" RCP STORM DRAIN (D -LOAD PER PROFILE). 10 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3013. 11 INSTALL 24" RCP STORM DRAIN (D -LOAD PER PROFILE). 12 CONSTRUCT CONCRETE BACKFILL. 13 CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD PLAN 3022. 14 CONSTRUCT STANDARD TRENCH REPAIR PER CITY OF FONTANA STD PLAN 1008. 15 CONSTRUCT BRICK AND MORTAR PLUG PER SAN BERNARDINO COUNTY STD. 176A. 16 CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN 3010. 17 INSTALL 18" RCP STORM DRAIN (D -LOAD PER PROFILE). 18 INSTALL JENSEN PRECAST 24"X24" DRAIN INLET PER DETAIL SHEET 2 BENCH MARK: # 8-7 BASIS OF BEARINGS: SAN BERNARDINO COUNTY THE CENTERLINE OF CITRUS AVENUE BENCHMARK # 6-7. A BRASS DISK AT AS SHOWN ON RECORD OF SURVEY THE SOUTHEAST CORNER OF CASA 35/9 TAKEN AS N 01°10'30" W WAS GRANDE AVENUE AND SIERRA AVENUE. USED AS THE BASIS OF BEARINGS ELEVATION: 1739.006' FOR THIS MAP. PREPARED UNDER THE SUPERVISION OF: QFtOFL. L�/ pNq (INMADOLE/w�F 9302 PITTSBURGH AVE., SUITE 230 DRAWN BY: C7 4/ -)3tZT� • RANCHO CUCAMONGA, CA. 91730 �w No. 36637 C o INl PHONE 909.481.6322 DM Exp: 06-30-18 Engineering Communities for Life FAX 909.481.6320 DESIGNED BY: WLI /SCL �TFOFCAL F (1✓Q 5 1 DATE Z 17 CHECKED BY: WEND L L. IWATSURU EXP. 6 30- 8 WLI R.C.E. 36637 CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS CYPRESS AVENUE SC AS SHOWN DATE: WATER QUALITY TREATMENT PIPE FEBRUARY 15, 2017 APPROVE BY: DRAWING NO.6 7/31/2017 5602 13 CITY ENGINEER R.C.E. 51152 DATE o= +(_4J N LO w I in 17 I 12 18 1 W o J 40 41 PROP. C&G 42 - — — — — - o czn + (.)Is,, s kk W 001-,- - - - � - - M � I � FUTURE SD � I _ Q J m - — — — ti0 Ln O — — — — — — — — — — - U ri z U5 c) U o M O M jU) M W TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT � �FDIaC U 19962 R/W i S� EP � CYPRESS AVENUE CYPRESS AVENUE v S -" N00°41'10"W -~ 0 ".. �N CUL FUTURE R/W � SCALE: 1 "=2_ co_ �3 LO � I 1 IW 45 Z o LLJ I—�C:)w S 4 2 0 2 OT co _t9 — I 6 co REV. REVISION DESCRIPTION DATE ENG R. I CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. SCALE IN FEET 1 ,• :• 14 120 low-m-M —m—m— CONSTRUCTION NOTES 1O INSTALL 36" RCP STORM DRAIN (D -LOAD PER PROFILE). O2 INSTALL 42" RCP STORM DRAIN (D -LOAD PER PROFILE). O3 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012. 44 CONSTRUCT TRANSITION STRUCTURE PER SPPWC STD. PLAN 342-2. O5 CONSTRUCT DOUBLE 3'Wx2'H R.C.B. (SEE SHT 9). O6 CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD. PLAN. NO. 3026. O CUT AND REMOVE 7.66 L.F. SECTION OF EXIST. 72" RCP. O8 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3011. O9 INSTALL 30" RCP STORM DRAIN (D -LOAD PER PROFILE). 10 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3013. 11 INSTALL 24" RCP STORM DRAIN (D -LOAD PER PROFILE). 12 CONSTRUCT CONCRETE BACKFILL. 13 CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD PLAN 3022. 14 CONSTRUCT STANDARD TRENCH REPAIR PER CITY OF FONTANA STD PLAN 1008. 15 CONSTRUCT BRICK AND MORTAR PLUG PER SAN BERNARDINO COUNTY STD. 176A. 16 CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN 3010. 17 INSTALL 18" RCP STORM DRAIN (D -LOAD PER PROFILE). 18 INSTALL JENSEN PRECAST 24"X24" DRAIN INLET PER DETAIL SHEET 2 BENCH MARK: # 8-7 BASIS OF BEARINGS: SAN BERNARDINO COUNTY THE CENTERLINE OF CITRUS AVENUE BENCHMARK # 6-7. A BRASS DISK AT AS SHOWN ON RECORD OF SURVEY THE SOUTHEAST CORNER OF CASA 35/9 TAKEN AS N 01°10'30" W WAS GRANDE AVENUE AND SIERRA AVENUE. USED AS THE BASIS OF BEARINGS ELEVATION: 1739.006' FOR THIS MAP. PREPARED UNDER THE SUPERVISION OF: QFtOFL. L�/ pNq (INMADOLE/w�F 9302 PITTSBURGH AVE., SUITE 230 DRAWN BY: C7 4/ -)3tZT� • RANCHO CUCAMONGA, CA. 91730 �w No. 36637 C o INl PHONE 909.481.6322 DM Exp: 06-30-18 Engineering Communities for Life FAX 909.481.6320 DESIGNED BY: WLI /SCL �TFOFCAL F (1✓Q 5 1 DATE Z 17 CHECKED BY: WEND L L. IWATSURU EXP. 6 30- 8 WLI R.C.E. 36637 CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS CYPRESS AVENUE SC AS SHOWN DATE: WATER QUALITY TREATMENT PIPE FEBRUARY 15, 2017 APPROVE BY: DRAWING NO.6 7/31/2017 5602 13 CITY ENGINEER R.C.E. 51152 DATE