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NO. 8 FDS IE, C.S.M., FLUSH ELEV.=1057.66 I UJ 237-111-22 VJ 0 ISE■�_ ► . ��I'����"�• • _7�_it:�ii3!ti7_1R�T�!T�ii_T�i '�__E■1■■■■E■11�■■�1' = �L�i�E� • ++f • i■■A■I>��■ IRA■■■■■■EE■1111■■E■■E■■E■■�IEEE■■■11 E■E/■ ■L■ E■Eno • • ON IENE■■E■E■E■� J :r:; •l��i � ■ ��E■■E■■■■ME■EI■OEM eE■■E ■51E00■■M0ME, 1.1 NFAaME, ■ ■ • —36 r t r It 000 t +L to i N: 2 CITRUS SEWER LATERALS -WEST APN DESIGN STA. AS -BUILT STA. 0237-111-22 STA. 60+03t &0+22 0237-111-37 STA. 60+65t Gd +Co 7 0237-111-36 STA. 61+93t GI +93 0237-111-04 STA. 62+56f G2+ SG SCALE: 1 " = 10' Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT Q �� 2 51 KING, INC. TION CENTER WAY PLAN / PROFILE FOR CODE NNUMB RRBEESSU DS A DIG BEFORE A PERMIT A TO S SUITE N R 100B NUMBER 91764 SEWER IMPROVEMENTS EXCAVATE WILL BE VALID "No. 16434 (909) 937-0200 FOR YOUR DIG ALERT I.D. NUMBER CALL a, 041 3• •s M,'s W- Exp* 6/30 CITRUS AVENUE UNDERGROUND SERVICE ALERT ��� o����G 3/0� s� � O/V��- TOLL FREE 1-800-227-2600 m REVISED SLOVER AVE. ALIGNMENT 3/01 SCN-lj�.�•C CARL J. FREEMAN, R.C.E. No. 16434 3 DATE FROM JURUPA AVE. TO SLOVER AVE. / � TWO WORKING DAYS BEFORE YOU DIG REV REVISION DESCRIPTION DATE ENGR. CITY DATE EXPIRES 6-30-01 126 EXISTING MANHOLE PROTECT IN PLACE EXISTING --.,� 7 10" SEWER—. -,_ EWER — LL/ -E EXISTING 33" SEWER DETAIL 'A' SCALE: 1 "=4' 127 1. CONTRACTOR SHALL VERIFY EXISTING 33" SEWER INVERT ELEVATION PRIOR TO BEGIN CONNECTION CONSTRUCTION. 2. CORE DRILL THROUGH MANHOLE BASE AS REQUIRED. NEW 12" SEWER SHALL MATCH SOFFIT OF EXISTING 33" SEWER. 3. PRIOR TO CORE DRILLING, CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT CORE DRILLING INTO MANHOLE AT INCORRECT ELEVATIONS AND SHALL PREVENT CORING SPOILS AND/OR TOOLS FROM ENTERING SEWER SYSTEM. ALL ERRORS SHALL BE CORRECTED AS DIRECTED BY CITY. 4. CHANNEL SHALL BE CONSTRUCTED AS SHOWN ON STANDARD DETAIL 112. 5. AFTER CORING OPERATIONS, CONTRACTOR SHALL REPAIR CHANNELS AND SHELF WITH APPROVED EPDXY GROUT. 128 BENCHMARK NO. 289 ELEVATION = 1031.22 RR SPIKE IN POLE NO. 61319 NE COR. OF SANTA ANA AVENUE AND CATAWBA AVENUE SURVEY CONTROL DATA TGT NO. NORTHING EASTING BEARING DISTANCE 8 9075.43 20612.60 NOO.15-59"E 970.11 1 10045.53 20617.11 SEWER CONSTRUCTION NOTES OCONSTRUCT 12" EXTRA STRENGTH V.C.P ' SEWER 02 CONSTRUCT MANHOLE PER CITY OF FONTANA STANDARD DETAIL NO. 112 9CONSTRUCT MANHOLE PER CITY OF FONTANA STANDARD DETAIL NO. 112 EXCEPT 5' DIAMETER MANHOLE 06 CONSTRUCT 12" EXTRA STRENGTH V.C.P. SEWER WITH PLUG O CONSTRUCT CONNECTION TO EXISTING MANHOLE PER DETAIL 'A' HEREON O CONSTRUCT CONCRETE ENCASEMENT PER LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD PLAN 2023-2, CASE II. • a• • a- a aa- a. � • a - a. a - • 17 SCALE: 1 " = 40' SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA REQUIRED IMPROVEMENTS NOT CITRUS AVENUE COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON DRAWN Br RICH CITRUS AVENUE SEWER AS SHOWN CARRIED FORTH IN A DILIGENT STA 60+00.00 TO 65+.60.00 DAMMANNER, THE CITY ENGINEER MAY oEMar>En BY: REQUIRE REVISIONS TO THE PLANS TO SCN MARCH 2001 BRING, THEM INTO CONFORMANCE WITH DiECKIM BY: oAM DRMVMG NI e CONDITIONS AND STANDARDS IN EFFECT.SCN 2 0 fit • NG CITY ENGINEER R.C.E. No. 1152 2831 8 12-07 1116-S IIIIIIII • - - • -■ • I■'i..` _:ori► .�IT;• ;� --.._..�.,;.:>>:�;►.,:�,,►; _E__... AN mom • • •• • -_•. •_ �.AWN © O • SCALE: 1 " = 10' Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT Q �� 2 51 KING, INC. TION CENTER WAY PLAN / PROFILE FOR CODE NNUMB RRBEESSU DS A DIG BEFORE A PERMIT A TO S SUITE N R 100B NUMBER 91764 SEWER IMPROVEMENTS EXCAVATE WILL BE VALID "No. 16434 (909) 937-0200 FOR YOUR DIG ALERT I.D. NUMBER CALL a, 041 3• •s M,'s W- Exp* 6/30 CITRUS AVENUE UNDERGROUND SERVICE ALERT ��� o����G 3/0� s� � O/V��- TOLL FREE 1-800-227-2600 m REVISED SLOVER AVE. ALIGNMENT 3/01 SCN-lj�.�•C CARL J. FREEMAN, R.C.E. No. 16434 3 DATE FROM JURUPA AVE. TO SLOVER AVE. / � TWO WORKING DAYS BEFORE YOU DIG REV REVISION DESCRIPTION DATE ENGR. CITY DATE EXPIRES 6-30-01 126 EXISTING MANHOLE PROTECT IN PLACE EXISTING --.,� 7 10" SEWER—. -,_ EWER — LL/ -E EXISTING 33" SEWER DETAIL 'A' SCALE: 1 "=4' 127 1. CONTRACTOR SHALL VERIFY EXISTING 33" SEWER INVERT ELEVATION PRIOR TO BEGIN CONNECTION CONSTRUCTION. 2. CORE DRILL THROUGH MANHOLE BASE AS REQUIRED. NEW 12" SEWER SHALL MATCH SOFFIT OF EXISTING 33" SEWER. 3. PRIOR TO CORE DRILLING, CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT CORE DRILLING INTO MANHOLE AT INCORRECT ELEVATIONS AND SHALL PREVENT CORING SPOILS AND/OR TOOLS FROM ENTERING SEWER SYSTEM. ALL ERRORS SHALL BE CORRECTED AS DIRECTED BY CITY. 4. CHANNEL SHALL BE CONSTRUCTED AS SHOWN ON STANDARD DETAIL 112. 5. AFTER CORING OPERATIONS, CONTRACTOR SHALL REPAIR CHANNELS AND SHELF WITH APPROVED EPDXY GROUT. 128 BENCHMARK NO. 289 ELEVATION = 1031.22 RR SPIKE IN POLE NO. 61319 NE COR. OF SANTA ANA AVENUE AND CATAWBA AVENUE SURVEY CONTROL DATA TGT NO. NORTHING EASTING BEARING DISTANCE 8 9075.43 20612.60 NOO.15-59"E 970.11 1 10045.53 20617.11 SEWER CONSTRUCTION NOTES OCONSTRUCT 12" EXTRA STRENGTH V.C.P ' SEWER 02 CONSTRUCT MANHOLE PER CITY OF FONTANA STANDARD DETAIL NO. 112 9CONSTRUCT MANHOLE PER CITY OF FONTANA STANDARD DETAIL NO. 112 EXCEPT 5' DIAMETER MANHOLE 06 CONSTRUCT 12" EXTRA STRENGTH V.C.P. SEWER WITH PLUG O CONSTRUCT CONNECTION TO EXISTING MANHOLE PER DETAIL 'A' HEREON O CONSTRUCT CONCRETE ENCASEMENT PER LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD PLAN 2023-2, CASE II. • a• • a- a aa- a. � • a - a. a - • 17 SCALE: 1 " = 40' SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA REQUIRED IMPROVEMENTS NOT CITRUS AVENUE COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON DRAWN Br RICH CITRUS AVENUE SEWER AS SHOWN CARRIED FORTH IN A DILIGENT STA 60+00.00 TO 65+.60.00 DAMMANNER, THE CITY ENGINEER MAY oEMar>En BY: REQUIRE REVISIONS TO THE PLANS TO SCN MARCH 2001 BRING, THEM INTO CONFORMANCE WITH DiECKIM BY: oAM DRMVMG NI e CONDITIONS AND STANDARDS IN EFFECT.SCN 2 0 fit • NG CITY ENGINEER R.C.E. No. 1152 2831 8 12-07 1116-S