HomeMy WebLinkAbout4922-26" MAX SIZE NATI.�\�'
SOIL COMPACTED
\ \\ DRENCH BEDDING
�,PER C.O.F. SID
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/FLAN NO. 1008
TRENCH BEDDING TYPE "B" REPAIR
ASPHALT REPAIR
NTS
BENCHMARK
AERIAL TARGET #3007
ELEV. 1070.07
AERIAL TOPO PROVIDED BY CITY OF FONTANA
ELEV. 1070.07
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t., nk- (1057.96) IE:.:; 21 "STEEL CONNECT TO EXISTING SEWER MANHOLE (CORE DRILL) AND JOIN "
1058.16 IE c� :; ^,`X: r 30 " " 35 CONSTRUCT 6 PVC (SDR 35) SEWER LATERAL WYE
:A CASING PIPE PER DETAIL A ON THIS SHEET
�' o. :"V`.' 2" MIN CLEARANCE CONSTRUCT 4—FOOT DIA. PRECAST CONCRETE SEWER MANHOLE POTHOLE EXISTING SEWER LINE (UPSTREAM CONNECTION) AT SEPTIC TANK,
`' �..:.'" .': 31 PER C.O.F. STD. PLAN NO. 2001 36 FIELD VERIFY JOIN ELEVATION AND CONNECT TO NEW 6" SEWER LATERAL
` ' ° _ BETWEEN SEWER BELL
XIST. 8" VCP SEWER O.D. SEWER AND CASING CONSTRUCT 8" D.I.P. CLASS 350 SEWER (PROTECTO 401 EPDXY LINED, 4 MIL ASPHALTIC COALING & WRAPPED FIELD VERIFY EXACT LOCATION OF SEPTIC TANK AND LEECH FIELDS, AND ABANDON
PROP. 8" D.I.P. SEWER 32 POL1�:INYLENE TUBING IN TRENCH BEDDING T1PE "A' PER DETAIL ON THIS SHEET LANDSC�4PE REPAIR) D37 PER C.O.F. STANDARDS
REDWOOD (HEART GRADE) SKIDS; REPAIR STREET CONSTRUCT 8" PVC (SDR 35) SEWER (GREEN ONLY) IN TRENCH BEDDING TYPE "B' PER DETAIL INSTALL 21'v JACKED STEEL CASING W/ 8" D.I. CARRIER PIPE
NON—SHRINK EPDXY GROUT CONST. CONCRETE CHANNEL SKID CROSS—SECTION SHALL BE I 33 ON THIS SHEET ( )
F. & PER C. 0. STD. PLAN NO. 1008 *—PER DETAIL "B" ON THIS SHEET N
— PER CITY SIDS. (JACKHAMMER 4x4" MIN. & SHALL PROVIDE CONSTRUCT 8x6" SEWER LATERAL PVC WYE CONNECTION W/ CLEANOUT ® TERMINUS PER
EXIST. MANHOLE BASE AND CONTACT AGAINST THE CASING AT34 C.O.F. STD. PLAN NO. 2005 40 0 40 80
►► ►► RE—CHANNEL) THE LOCATIONS INDICATED
DETAIL'A" DETAIL "B"
32 38
JOIN EXISTING SEWER MANHOLE STEEL CASING / STEEL ENCASEMENT DETAILS SCALE 1 " 40'
NTS NTS
Q Q
SHOULD CONSTRUCTION OF THE REQUIRED FES Prepared Under The Supervision Of CITY O F FO NTANA, CALIFORNIA
E WITHIN TWO ��� s� SEWER IMPROVEMENT PLAN
IMPROVEMENTS NOT COMMENCE �, �
�_ YEARS OF THE DATE OF APPROVAL SHOWN HEREON Z lb DRAWN BY: SCALE:
� ,�, MARTIN TUDOR AQUATIC CENTER
TM.L FREE DIAL 811
A PUBLIC SERVICE BY UNDERGWUND SERVICE ALERT REv.
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT.
o.C53114rnSTRONG & BROOKS CONSULTING ENGINEERS W�
Exp. 6/30/13 PLANNING • liNFRAYMUC rURC SrlM DEVELOPMENT - NVATrR RESOURCES
1530 CONSUMER CIRCLE, SUrl'E B . CORONA, CA 92880 DESIGNED BY:
(19 �Q`
P:951 -372-8400V F.951-372-8,00 W�
rFOF Foy /\/\ 0 Date :Z'g^"'01CHECKED BY:
WILLIAM D. BROOKS R.C.E. 53114
JURUPA REGIONAL PARK SHOWN
DATE:
PLAN & R FILE
APPR VE � � Z� � DRAWING NO.:2
CITY ENGINEER R.C.E.A51152 _4922 _ 2