Loading...
HomeMy WebLinkAbout2927-2MINE BEEN Era — _ _ _ .__ _ -�: VERT• 1" 4' 3 4 5 6 7 8 9 10 11 12 Z Q 0 N O Z CURVE DATA BASELINE AVENUE �No - + J tY '? STING SEWER MH 71 +00.00 CL "EI EXISTING r �-\ j J E)tet-1J 1-2020V� 22 t0' �I; 1 It __� O R A L T 1 856.00' / 14°38'51 " 18.83' 110.02' j 2 844.00/1 14'38'51 " /215.77' 108.47' PER DWG., 0.r 251 iI , j FUTURE CURB 7 i i _ � o W AND W GUTTER (� R/W Z+ j o/ ffter5J. 7. 7 I i .12'N42L14 o Q a r /F 7 00I rr ( I -N ... — ---- _ — i N f Lo LLI + ` t R/ W \ _ - 00 i /W / -� '' . ,...- <-_.._�'` =-= � �- \ 7 N0' 12'46" 8u� �» - -.F-- .�.� r I Y. 5 N0' 12 46 E /10) I I /AlL _ �I EXISTING DBL iI I 13' 12' x 8' RCB,- FUTURE CURB--= `-- , 1 I i f 14 i I;I # / AND GUTTER .' `- % �!- - 6A� -- --- - _4 - ;'_I 1 i i ; �, P - _ 6 ' --- -- a T--- 104+63.49 CL BASELINE AN ,UE ?f , MIII PROPOSED 8 WATI,ER LI f OPOSEO 1 �� L2 " li; i l I . c� STpR :�'= -: _ •- _ d — _ - � R 2 13 z : / ( M p — — . ;�=. - ... — .O — -. fl _ _ - _ .. - ._ -_ -- _�� _ ,._ - _ _ w , - Il I � rfi �' 0, 17 � *, � ` !AJ_. / r O. � O j 6 W ' i-- (' (' C , _ '1(` ! ? 126 I o _ _ }.. j PROPOS p STORM DRAIN _ I/ 1337.72/INV.j r 1i 1 6 (TYP.) I r ~ 3 4 - f l I I f. - PR 1 v ��? / SLOPE -2.59 I / i Of'9��D 8" WATE ' LINE I F' `'i o_ I t' / �i r� \ - r� - r- - r r r� i _ �, :-. I i ► ., g, ;I, ' Z rr> >, r-� r�V� r rr�r��ad J,�J J / I y + SELINE AVENUE .-0 00 i i s+0-. FUTURE STREET , �- 228)-10-1-00 SAN SEVAINE APIN PNA � t� ROAD TTM 1�� o 57)eucr1oAj CONSTR U C T10 AJ o%w*jz CM00 NO GOII/S7-a"CriO" UA. im, At14F ori' - QF % WAy /S oet coi `.- ©+a • I / A y I5 ACQUI Mej> CONSTRUCTION NOTES GRAPHIC SCALE 10 --CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN �—REMOVE AND REPLACE EXISTING FENCE AT RIGHT OF WAY TO THE SATISFACTION OF CITY ENGINEER 411111111 0 0 20 40 80 160 O-- 60 --REMOVE EXISTING TREES AS NECESSARY CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 CONSTRUCT 37 L.. OF 8"70 --CONSTRUCT PRECAST MANHOLE PER CITY STD. 112 NO. (MODIFIED 5' DIAMETER) -0 ( IN FEET) (REFER TO PLANSF FFOR SLOPEP EXTRA STRENGTH SEWER n I inch = 40 ft. ) o O --INSTALL 8" VCP PLUG `" PLANS PREPARED FOR Na REVISIONS' Engineer Cit d Approval Date: Approval Date: BENCHMARK Y Prepared By: QROFE s�o,� CITY OF FONTANA, CALIFORNIA Stratham Homes ALLARD ENGINEERING Underground Service Alert SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS CALTRANS BENCHMARK NO. 8-17 ��� 0 J. qz SEWER IMPROVEMENT PLANS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF Attn: Nick KahlOn Civil Engineering -Land Surveying.- Land Planning ,`� -� y Z +' of Y Ceti TOLL FfiEE APPROVAL SHOWN HEREON AND CARRIED FORTH IN A BRASS CAP IN CONCRETE S.C.E. TOWER LEG. Q 2201 Dupont Drive 8253 Sierra Avenue p - Drawn By: Scale: o° � DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE P 343' N/0 HIGHLAND AVE., 0.2 MI. W/0 SAN =._,.' ` '�� -' No. 36052 Z , REVISIONS TO THE PLANS TO BRING THEM INTO Fontana, SAN SEVAINE ROAD „ � 1-� CONFORMANCE WITH CONDITIONS AND STANDARDS Suite 300 SEVAINE RD., IN SOUTH CONCRETE BASE OF California 92335 w rm BM/JK/DEA 1 = 40 227-2600 Irvine, S.C.E. TOWER 19.5; 2.65 MI. W. ALONG (909) 356-1815 Fax (909) 356-1795 a Exp. 6/30/2004 Designed By: TRACT 16 4 Date: IN EFFECT. Ca. 92612 HIGHLAND AVE. FROM SIERRA AVE. DBW APRIL, 2001 (949) 833-1554 w.,,�,.� 4 - �ovt �i 5 • c/ s� Civic- `P .�� 0 01 T1 Aaymand J. Allard A.C.E. 36052 Date qTF Checked B 1W0 WORKING DAYS BEFORE YOU DIG RE�4z Its! 4�J 6. 5 20 0 ELA 1 ION 1428.6090 '(expires $/30/2004) OF CALF Rp y' Approved: �•� -p Dwg. No. 2 EN IN ER R.C.E. 51152 5 Filename: M:\DWG\12903\SAN-SEVAINE\SEWER\SHEET2.dwg'