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HomeMy WebLinkAbout5534-3I] ii� llli� i' • L1� �iiii��� 1 i + i ii • iiiii= i iii � ilii iii ♦ ! � 7 � �� �� iiiii ♦ ! ilii iiiii ! , • ! • � j i_ii_I � l �i Iii � • ♦ • +� ilii INSTALL / LF •� . r 0 EXTRA •lr �■ a �. =li= ilii liiliilr� ��� �iiil liiiiiiiillNiiiiiill•iiiiiii _iiiiiii, TTS — 20+00 2HW 22+00 23+00 24+00 SEE RIGHT HEREON FOR CONTINUATION MATCHLINE SS STA. 24+50.00 5o6 I w EX. /W 2 Q 0 2 1 Z z o to Q EXISTING FENCE TO BE REMOVED + CD z_ AND REPLACED PER SBCFCD I N I + OO o BOUNDARY FENCING DETAIL ON I N CD EXI N + SHEET 5. PR 0 47 In dw 1z Z = 0 1 0 1. W+� 1 :2c-4 — 7\n z !L X LCi 66-x- "" cf)Q U o Z �� EXISTING ACCESS ROAD T L EX. 10' SEWER EASEMENT W U_ o M 'r' PROTECT IN PLACE — PER CITY OF FONTANA ESMT. DOC. 2007-063560 — — — — -� �Q _ - - _ W-- — — =�� - _ -- — - _ -- - _- - - - __=A c ca _" C' EX. HIGHLAND CHANNEL co r - — _ PROP. OFFSITE �" -tD - _ — — PER -OT -PLAN- — — — — cn - z z 14,5,9__ NOTE: • CONTRACTOR TO REMOVE EXISTING BOUNDARY FENCING THE LENGTH OF THE PROPOSED SEWER LINE AND SHALL ACCESS DISTRICT RIGHT-OF-WAY FROM THE NORTH. • EXCAVATED MATERIAL FROM SEWER TRENCH SHALL BE SPOILED TO THE NORTH OF TRENCH, AWAY FROM EXISTING CHANNEL. • TEMPORARY CONSTRUCTION CHAIN LINK FENCING SECURED WITH FENCE POLES DRIVEN INTO THE GROUND WILL SHALL BE INSTALLED 2' FROM THE EDGE OF THE EXISTING CHANNEL ALONG WITH SILT FENCING PER CASQA DETAIL SE -1 AS SHOWN ON SHEET 4. A � e AWAAAAAAAA DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE -800-227-2600 A PUBLIC SERVICE BY MDERGRDMD SERVICE ALERT PROFILE SCALES HORIZ. 1" = 40' VERT. 1" = 4' SEWER CONSTRUCTION NOTES: 2 In INSTALL 8" V.C.P., C700 EXTRA STRENGTH, SEWER, AND REPAIR TRENCH PER CITY STD. PLAN NO. 1008 ON SHEET 4. -0 OINSTALL STANDARD CAST IN PLACE MANHOLE FOR SEWER PER CITY OF FONTANA STD. PLAN NO. 2001 (I.D. = 48") ON 2 SHEET 4. s O3 REMOVE AND JOIN EXISTING 12" V.C.P. SEWER TO PROPOSED MANHOLE. O z Lu w l EX. EDGE OF PAVEMENT T=LLj:2 0 > FQ- I ° 2 m CD 0 Q Q - Z - OO� I� �¢�� I ? d-wZ � CD � FUTURE R/W EX. R W PROP. OFFSITE 48 RCP SD rn � z CD wn r, —� / PER OTHER PLAN z*lz00 oU, Q w L I � zI CL + — — — FUTURE C&G — N Qf � a Z o PROP. EDGE OF PAVEMENT o a 25+00 26+00 � NO'03'34"ELL 27+00 Cn - - - - W 0 ( 1 ' N JHEMLOCK AVENUE PROP. C&G v EXISTING R/w - - -- J Z EX -- _ _ �i —- I P J ROP. PER ON-- = VCP SEWER W J� w SITE SEWER PLAN w 0 _ R W - DWG. NO. 5535 c' j) Q I ( TRACT 18881 Ln 0 Ln X i CD 40' 30' 20' 10' 0' 40' 80' GRAPHIC SCALE: 1"=40' Q E i a Prepared Unde: r CITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED Supervision Of QROFESS/ 0 The IMPROVEMENTS NOT COMMENCE WITHIN TWO �`�� S N. Sj�glF STONEHAVEN - TRACT 18881 Ln YEARS OF THE DATE OF APPROVAL SHOWN HEREON O DRAWN BY: SCALE: 6 SPC 70862 �' ADAMS STREETER �� OFFSITE SANITARY SEWER As Noted AND CARRIED FORTH IN A DILIGENT MANNER, THE z C; v; l E n g i n e e r s IMPROVEMENT PLAN 15 Corporate Park, Irvine, CA 92606 949.4741330 I adams-s0eete _ DESIGNED BY: DATE: CITY ENGINEER MAY REQUIRE REVISIONS TO THE*sem CIV1\- I* Cin . 19+59-00 TO 27+85.44 12/05/2016 0 PLANS TO BRING THEM INTO CONFORMANCE WITH 9TFCF CA`�F�� ' Date: 12/05/16 CHECKED BY: APP VE B l2, DRAWING No.: 3 / DATE: N STANDARDS IN EFFECT. NICHOLAS A. STREETER R.C.E. 70862 N5 ICARDO SANDOVAL R.C.E. 51152 5534 5 REVISION DESCRIPTION PROFILE SCALES HORIZ. 1" = 40' VERT. 1" = 4' SEWER CONSTRUCTION NOTES: 2 In INSTALL 8" V.C.P., C700 EXTRA STRENGTH, SEWER, AND REPAIR TRENCH PER CITY STD. PLAN NO. 1008 ON SHEET 4. -0 OINSTALL STANDARD CAST IN PLACE MANHOLE FOR SEWER PER CITY OF FONTANA STD. PLAN NO. 2001 (I.D. = 48") ON 2 SHEET 4. s O3 REMOVE AND JOIN EXISTING 12" V.C.P. SEWER TO PROPOSED MANHOLE. O z Lu w l EX. EDGE OF PAVEMENT T=LLj:2 0 > FQ- I ° 2 m CD 0 Q Q - Z - OO� I� �¢�� I ? d-wZ � CD � FUTURE R/W EX. R W PROP. OFFSITE 48 RCP SD rn � z CD wn r, —� / PER OTHER PLAN z*lz00 oU, Q w L I � zI CL + — — — FUTURE C&G — N Qf � a Z o PROP. EDGE OF PAVEMENT o a 25+00 26+00 � NO'03'34"ELL 27+00 Cn - - - - W 0 ( 1 ' N JHEMLOCK AVENUE PROP. C&G v EXISTING R/w - - -- J Z EX -- _ _ �i —- I P J ROP. PER ON-- = VCP SEWER W J� w SITE SEWER PLAN w 0 _ R W - DWG. NO. 5535 c' j) Q I ( TRACT 18881 Ln 0 Ln X i CD 40' 30' 20' 10' 0' 40' 80' GRAPHIC SCALE: 1"=40' Q E i a Prepared Unde: r CITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED Supervision Of QROFESS/ 0 The IMPROVEMENTS NOT COMMENCE WITHIN TWO �`�� S N. Sj�glF STONEHAVEN - TRACT 18881 Ln YEARS OF THE DATE OF APPROVAL SHOWN HEREON O DRAWN BY: SCALE: 6 SPC 70862 �' ADAMS STREETER �� OFFSITE SANITARY SEWER As Noted AND CARRIED FORTH IN A DILIGENT MANNER, THE z C; v; l E n g i n e e r s IMPROVEMENT PLAN 15 Corporate Park, Irvine, CA 92606 949.4741330 I adams-s0eete _ DESIGNED BY: DATE: CITY ENGINEER MAY REQUIRE REVISIONS TO THE*sem CIV1\- I* Cin . 19+59-00 TO 27+85.44 12/05/2016 0 PLANS TO BRING THEM INTO CONFORMANCE WITH 9TFCF CA`�F�� ' Date: 12/05/16 CHECKED BY: APP VE B l2, DRAWING No.: 3 / DATE: N STANDARDS IN EFFECT. NICHOLAS A. STREETER R.C.E. 70862 N5 ICARDO SANDOVAL R.C.E. 51152 5534 5