Loading...
HomeMy WebLinkAbout3245-2_NIWE:RI FLEYA �x W ARE 1=_O Y_ D SHALL BE VERIIED BY HE CON RACTOR P I( TO EING. 1280 r - CL PR FIL OF PROS. 8 EWE 1181 i i � �-; • � � I � ,_-- � moo. I � �� •� � �a� � ! I ( P EXIS . 36"RCP y I i -- _— — - --- --- -- - I I -------- --- ---- --- -- ----- --- — — �— - - -- - - — - — t- ----� - ---- i- I -- w -- --- --- --- — 1--- - -- -- - -- -- — ---t- - --- - — ----- CN ir. 42"p �1270 -+— 1270cl CN. ro<:) N 00 ! co I � o --__ _ -- �---- — — — — - -- -- --- — I-- --- I —_ i -- -- --- — --- — �--- — - - — -- �- - -- - --- --- i � I•h — ----------�------ -�------ - -- ------ --- ------- - -�------------7- —T- �- � W - cD i 1 I C NST 17,1 LF ICONSTI I �- � � Q j 236.0 LF 8' TRA ST ENGTH V P SEWER! ----------------- ------ - - - - -- -- - ----- I ----- ----- ------ ----- - --- -- - --- ------ - - - I --- - ------ --- - - --- - - . - - - (- - -t- - - - ---- - - - - - -- - -- -- - -- -- -------- I ---- -------�---- --_ ------------------------------------------- ------ --- ------ ----- ------ --- - - - - - - - - ---- - - I - -- - - - ----- - --- SEw � . ,y t � -� XTRk ST NGT -1--� ---- --- ---------------- ,— a- t vcP SEW R I-- CL M'i I i I Iill i i i I 1 f3 NOTE: CONTRA TOR TO RIFY L CATION o �; ----------- ------ YATI43�OR -CONS �IION -- -- °'- -------------- --CONS 349.34 l�£-8'-EXT A STRENiTN VCP- EWER-_ ------------ -- - - ---}-----�---- -� ------------ ---CONS 263.68 -I1 -a7 -EXT A SIREN TW VCP-- ER_- �--------- ---- ------ -----�--------- ---- ---- ---- --- ----- ----- --- _ -___ f --- -- _ --- --- -__ ---.---------. --- -- --- --- ---------- T.j PROFILE SCALE 10+0-0— 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 VERT: 1" = 4' HORIZ: 1 " = 40' CONTRACTOR SHALL TAKE ALL NECESSARY /� PRECAUTIONS DURING CONSTRUCTION INDIAN DRIVE TO PROTECT THE EXISTING SPRINT FIBER OPTIC LINE IN PLACE. SEE SHEET 3 NOTE: I CONTRACTOR SHALL TAKE ALL DUE PRECAUTIONARY MEASURES TO PROTECT THE EXISTING STREET LIGHT IN PLACE DURING CONSTRUCTION BY USING TRENCH 611' SHIELDS AND OTHER METHODS OF TRENCH SUPPORT / AS MAY BE NECESSARY. - - A 2' P T 1 A r IN 0, 13219 47 12 20' 20 1hI 13 �` �a 14 P=1292.3 ti � o P=1292.8 I ,� � � P=1294.1 LOT J S 106.95 I 51.97 ISTIN EX. C&G S ��/ I ORMDR PROTECT IN PLACE PROTECT EXIST. METAL FENCE IN PLACE �' o M o t/ _ _ _ I �, PROP. 30" RCP STORM DRAIN `" . N 0 PROP. 24 RCP - 8(.-8-V6P�EWER PER TR-. T3219- - - - A I EX PL 4 6.09 _ _ _ _ — . — . — . — _ 2 . _ 1�. Z --- --_ ��a ---- I — -- N44'39'33'W — ^ — — -F10'1 -. JW - - - - W tt�, t�i't V. - - - - - NO' 19'27'E w 10 EX. CAGLn moi' 0 0 N —0 . .......36" RCP STORM DRAINc: Y / ... . 0 0 0 0 0 _ N Z r107.06 ( 133.01 fL SEWER CURVE DATA IX•R/W - f ~ / ~' ` NOTE: CONTRACTOR SHALL REMOVE ALL CONFLICTING Qom• (J� cq a o a A=23'33'23' TREES AND VEGETATION WITHIN HIS WORK ZONE mi �``• ,�T o "' ; + + �- o x_, 34, M = 48 12 T=62.55 + N "✓• / cO 4 °' P=1294.8 20' 20'-i2'' $ P=1294.9 t2 / 1 N F•-- ^�' 1 INDIAN DRIVE cl CONSTRUCTION NOTES: NOTE: SEE SHEET 3 � THE APPLICANT SHALL OBTAIN A LICENSE 1 AGREEMENT AND/OR PERMIT FROM SANBAG c, \ r� Q1 CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA STD. NO. 109, 112, & 114 API -IL PRIOR TO COMMENCING ANY WORK WITHIN _r 1 \1 CT 1\1 V . �2 CONSTRUCT 8" V.C.P. SEWER MAIN (EXTRA STRENGTH WITH COMPRESSION JOINTS) THE SPRR RIGHT Of WAY. 1621 E5 M ' K AVE N U Q REMOVE & REPLACE EXISTING AC PAVEMENT IN KIND PER CITY OF FONTANA STD. 131, 0 10 20 40 80 120 AND CURB AND GUTTER PER CITY OF FONTANA STD. 1003. SCALE: 1'=40' PREPARED BY FIRM: raab engineering, inc. ADDRESS: 310 S. MAPLE ST., STE. D CgRqNA, CA 92880 TELEPHONE: 00t) 272-1072 FAX: ( 909) 272-0166 Ij A___-- 29616 g 0-t­ SiGtrATURE RCE DATE QRpF E SSJp/V Q O REV. L. 44 Tu Lu NO. 29616 o MM AlAvvvvvvvvm DIAL\"\ TW❑ WORKING Exp. 3/31/03 BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 OF CAFE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION DATE ENGR. CITY I DATE SHOULD CONSTRUCTION OF THE REOUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REOUIRE REVISIONS TO THE PLANS TO BRING; THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. JWired-Llrad�T�e—S�pe�wsior�-4�f• DESIGNED BY: CHECKED BY: CITY OF FONTANA, CALIFORNIA SEWER PLAN - TRACT 16216 SCALE: i• = 40' HEMLOCK AVENUE DATE: FR. � 873' SIO INDIAN DR. TO INDIAf�I DR. ,JULY 30, 2002 &PRO D, BY: PF DRAWING NO.: 2 CI ENGINEER R.C.E. 51152 DATE: 32 5 5