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>' •34 7 \ 1 W=T,V=4.2' zn •� t `�,n$�� •ti• / / �. 30': 0=- ..,w r ; -la ® 12' AP CLOTH AROUND
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�/ s ' bz 2a+e7.19 sr sr I \_ _ �1AgY x e� o�- -` A T DETAIL B REINFORCING WING WALL 4 e12•z cL
TRACT 30754•-3I1 �'- 37 y y // '�m8' �up�� L e• - REINFORCING
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TRACT 30754 2 ._� N SECTION F-F - m
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` ��' ��nr 1. CONSTRUCTION NOTES: D ALTERNATE /a 0 121- a °°°°°°°°°'°` m
LINE A 30 CONSTRUCT 18" RCP-CLASS IV - 8• m - DETAIL B • 1 1p m
N E BASIN 31 CONSTRUCT 24' RCP - CLASS IV � _ SECTION E-E 6" 3/8'FILTER FABRIC
3 CONSTRUCT CATCH BASIN NO. 1 PER RCFC& WCD STD. DWG. NO. CB100 WRAP CLOTH AROUND BASE
33 CONSTRUCT CONCRETE HEADWALL PER DETAIL HEREON >E HEADWALL DETAIL
34 CONSTRUCT CONCRETE HEADWALL WITH APRON PER DETAIL HEREON PLAN WITH APRON
36 CONSTRUCT PIPE BEDDING WITH CONCRETE BACKFILL PER DETAIL HEREON (PER SAN DIEGO REGIONAL STANDARD DWG D-34 MODIFIED) 3`U
37 CONSTRUCT 6' HIGH CHAIN LINK FENCE PER RCFC & WCD DWG. M801 NOTES: FOR BOTH HEADWALLS I- E 1 _ G E
38 19
CONSTRUCT 4" THICK CONCRETE ACCESS ROAD '7
3g CONSTRUCT 30" RCP - D LOAD PER PROFILE 1.E%POSED CORNERS SHALL BE CHAMFERED 3/4•. 4.SKEWED PIPES: DIMENSION W SHALL BE INCREASED IN WIDTH
41 INSTALL LIGHT CLASS RIP-RAP, 2' THICK 2.MULTIPLE PIPES SHALL BE SET A DISTANCE OF D/2, OR LENGTH DUE TO SKEW OR MULTIPLE PIPES. DIA. L E F w PLAN '.
SCALE:40' WITH A V MINIMUM BETWEEN OUTSIDE DIAMETERS OF PIPES. 5.FOR PIPE WALL THICKNESS GREATER THAN 3", 1
42 CONSTRUCT 3" THICK RECTANGULAR CONCRETE CHANNEL PER DETAIL ON SHEET 7 24' 3'-1 7 8" 1'-3- V-7 1 2" 2'-6•
3.TOP OF HEADWALL SHALL BE PLACED APPROXIMATELY PARALLEL ALTERNATE DETAIL-B SHALL BE USED. 30• 4'-0 5 8" 2'-3' 3'-4 1 2• 3'-0" HEADWALL DETAIL n �/
0 46' 80, 120' TO PROFILE GRADE WHEN THE GRADE IS 3% OR MORE. 6.CONCRETE SHALL BE 560-C-3250 ® �s-aU I LT (PER SAN DIEGO REGIONAL STANDARD DWc D-34) `�`*
p o =p p @MVM NO. DATE REVISIONS APPROVED BY DATE CITY SEAL pFESSfn PREPARED BY:
T CERTIFICATION: ohs D �q� = CITY OF LAKE E LS I N O R E 7
ALOU ro �� '! TRACT NO. 30754, 30754-1, 30754-2. & 30754-3 SHEET'
2 2/1/05 ADDED CONCRETE CHANNEL /O m AL THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE W17H THE STREET and STORM DRAIN IMPROVEMENT PLANS
CALL TOLD APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY �� Na.23 LAI � CIVIL ENGINEERING
3 2/16/ ADDED RIP-RAP,HEADWALLS 6"PVC DRAINS,REV. CSP RISERS AND ADDED SPILLWAYS _Q L LAND PLANNING OF. 9
O & SPILLWAY SECTION AND STATE LAWS,AND A PERMR CAN BE ISSUED. * 12-31-07 } LAND SURVEYING PRIVATE STREET , T--�
4 To'IOIo - ) B EXP' 1181 C2A�LDI,FFO�gR.1N�IIAAAVE. •STE.202-CORONA,CALIFORNIA92881 p� D �J
T TWOO �7 5 KEN A SEUMAIA, P.E.NO.56915 DATE �Iql IVII ���P (951),T T/A// FAX(9511 u ,"(10 STORM DRAIN LINES 11A"&"B" FILE NO.
TWO WORKING DAYS FOF CAL1F0 —�l�Y IG�-+ RCE 23434 y/1y//p`
BEFORE YOU DIG 6 DENNIS D. NELSON LICENSE NO. DATE W.O. I FOR: IF.B.