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_.... _..F. 7. 7. .GP. 150 -L AD
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- _ -_ � _ __ : 3453W L.. 30 R.CP. 1500 D,LOAD L --� I ' 13 1 L.F.LFI 30 0 l� 0 I-t -
HORZ• 1" 40'
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10 11 12 13 14 15 16 17 18 19 20
*CONCRETE COATING OF PIPE INVERT SHALL BE INCREASED TO MINIMUM 1-1/2" CURVE TABLE
COVER OVER THE STEEL REINFORCING IN REACHES WHERE DESIGN VELOCITIES N0. d R Z T
EXCEED 20 FEET PER SECOND(FPS). THE CONCRETE DESIGN STRENGTH/N THESE A 185838" 45 p0' 14.91' 7.52'
REACHES SHALL BE fc=5,000 PS/FOR VELOCITIES EXCEEDING 20 FPS AND - B 2446'44" 4500' 19.46' 9.89'
fc=6,000 PSI FOR VELOCITES EXCEEDING 30 FPS C 907841" 45.00' 70.93' 45.25'
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FOR
SHEET L19 ^W LINE TABLE
°o 2m + LAT B-2 INLET STRUCTURE PER N0. BEARING DISTANCE
u�2 m 1 `t I 7 DETAIL ON THIS SHEET 1
+'w�^ 2
;
_ I � o= 0 4_ 2 N00T78'42"W 131.39'
It z o g M a 3 58950'O1£ 468.85'
�� w^*"' % ✓L =' 1 1 11 Q N W 4 N693802'E 120.69'
N4451'18£ 10.61'
g ----------1 - 3 -- ----- -_-- 3 -TRA TLT�SUNDARY _ _ _ 3 _ TRACT BOUNDARY
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11��6 5 5368 OP --_ -� 5 �2 10g 11 i R, 4 11 w 4
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�6 1ANGNOk FOR PROFILE - MATCMM S E RIGO
SEE SHEET 19 STA_ 9 EC
t0+ 50 - G- /- FLAT B-1 2 RL=,6 NCO
OR = \
PAD
j0+6250 j0+15.p0 ��/� __- SCALE 1"=4O'
�6 ANGNOR 15 COLS - LINE Bm $-"'P
A 07ECIlON LINE "B" 0 40 80 720SLOPED PRBARRIER8�50 J 11 W=4' 'a I ry �� � 1/4T ROCK MAIER/AL. CONSTRUCTION NOTES6p
1pR - 2 1' ��`� TOP OF ROCK PROTECTION
+2 +2 `� ELEV= 1320.0
o N; + INSTALL 18"R.C.P. CLASS IV
j1 12 50 a_ N
�6 pNGHOR '47 CUTOFF WALL PER 2, INSTALL 24"R.C.P. CLASS IV -
R.CF.CD. STD. ��
DWG. CH326 INSTALL 30"R.C.P. D-LOAD PER PROFILE
SCALE. 1'-40' 6 - -- ----- K QO W -RAP NOTES
-- a 1. ROCK TO BE NON-GROUTED AND ANGULAR.PLACE INSTALL 36"R.C.P. D-LOAD PER PROFILE
ROCK PER CAL TRANS STD. SPECIFICA77ON SEC.
''� fL1Z� 'I InuIRDT
0 4D 80 120 160 USE 114. CONSTRUCT✓UNC110N S7RUC7URE N0. 2 PER RC.F.C. & W.C.D. STD. DWG. JS 227
CP F k�F 2 USE 1/4T(ICA KG)CLAEC. 7-2.0ICA . PER CAL TRANS
h0 h O STD. SPEC774ER SE SEC. 72-2.02.
PROPOSED D/A. 4'W x 10'L SLOPED X��' �� CUTOFF WALL PER To- CONSTRUCT MANHOLE N0. 1 PER R.CF.C. & W.C.D. STD. DWG. MH 251
O p�1 UNLESS FABRIC
HA NOTED ON PLAN.
30"R.C.P. PR07ECDON BARRIER PER '�,"� h,"'S DETAIL b"ON 3.FILTER FABRIC SHALL BE M/RAFT 110pN OR EQUAL.
A.P.W.A. STD. PLAN 360-0 SHEET 21 4.MIN/MUM 6 INCHES OF CLASS 2 BASE SHALL BE USED 11 CONSTRUCT DROP.INLET PER R.C.F.C. & W.C.D. STD. DWG CB 110
DIAL
TWO PLAN NEW PIPE COLLAR PER SECTION K-K AS FILTER FABRIC COVER.
YOU D� YOU DIG
DAYS OEM R.CF.CD. STO DWG JS231 15 CONSTRUCT CONCRETE"COLLAR PER R.C.F.C. & W.C.D. STD. DWG. M803
TOLL FREE 1-800-227-2600 LINE B"- INLET STRUCTURE DETAIL 16 CONSTURCT PIPE ANCHORS PER R.C.F.C. & If STD. M. U821
A PUBUC SERVICE BY N.I.S.
UNDERGROUND SERVICE ALERT
MARK REVISIONS APPR. DA TE THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE APPROPR/A IF PREPARED BY., SEAL AS BUILT" SHEET NO.
CONDJ7701VS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BfEN EWN£ERI/VG 357 N SHERIDAN STREET CITY Of LAKE ELSINORE
FOUND ACCEPTABLE SUITE 117 �OQpOFNSS,pNq( RCE EXP. DATE cr 7
K LAND RMNINC CORONA, CALIFORNIA 92880 �ePee goo Fm REVIEWED BY: STORM DRAIN PLANS
/1 T (9 279-1800 g A
$L/RVEYING FAXAX(9,551)279-4380 4 .6593 TRACTS 35337.1,2,3,-4,AND-5 OF 11 sHTs
LiT�FE Ia �5 kAN r�A I2 L 9_ (0-1 3 Engineering,Inc. * * INSPECTOR DATE
sr clva �p SCALE AS SHOWN BENCH MARK., LINE B FILE N0.
AfYV A.-SfbWAtB,RCE No. 5699 ro3'3Jo DA 7E �rforcnuFpl
CITY ENGINEER q �-3-L3 DATE STA 11+7(90 TO STA 10*39.00
CITY OF LAKE ELSINORE �[— FARRIS N.HADDAD' R.C.E.NO.65931 DATE
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