HomeMy WebLinkAbout611-5 SEE SHEET 6
23.Op• 54.01' 31.0 \__
2 4611 2 7 61 4 26 FL I
-N-
49.9TW I
44.6TF46.1
e l
HP ^
m 0•pRAINAGE I � O
v
4 v Y ... 29.1 ,MEM pp g m{
fl0 40.3TW 36.9 ...- ... .,N FL Si tuu-l-cT C
1 35.BTFHP v �'o
2B 36� 22.1 � ` G7
FL 29.5 HP
B, PE.
746.3 38e FL 1C A
NOTE FF' 746.8 FI 3A 9 EXT 21.7 P m
5 FTG PE= 730.5 21.9 FL o "u'i m
LOT 9 4.0' HIGH RETMALL, L=50' FTG
s'Exr PE= 737 2 FF= 730.5 FL !! A
FTG F7G 342TW
LOT 26 4.0' HIGH RETMALL, L=50' I FF' 737.7 282TF f0"G 25.OTW 413
LOT 27 6.0' HIGH RETXVALL, L=100" GF= 746.3 j 9EXi FTG 21'0TF PE= 722.4
LOT 28 4.7' HIGH RETMALL, L=86' fa' 4�3 p 45.0 GF' 737.2 O FTG FTG 8. 5'
10'EXi FF= 722.9
FL
f95' 4'EXT 5-EXT 4 EXT I
LOT 29 5.3' HIGH RETMALL, L=93' 49.9TW 'FS 36.3 40 JTw 35 9 FTG Q a FTG I
44.67E m 1 FL 35.6TF 15.1 GF= 722.4
36.1 ` GF= 730.0 2B.6 I
I 1
FS N FL
/ 2 5 1 235 I
v v '//
yi W 73 ... 37. N � m 89 FL � FL ■
67W
3567E 322TW 23.OTW Ij _
72. 2827E N 21.OTF
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m /
1 ,...
20�, 3.90
rn '
.1 .27 L Sd 45'
NL 7e afi
TC t
3884
LWJJ T Y P. �0 36.32 33.85
I ' I TC TC 30.fi6 - •.. 36.17
W 15 TC 28'51 2885• 23.31 20.98 1959
TC .. TC
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TC TC TC TC PLANS
- - PER Y<A'ER Ar 7 SEWEP I v
TC 4. S"W R 'hE 0
Tc 16 o
TC N 3320 INV - '�- V rn J c� C
1t @ WTLET
iC 17 WER PLANS @ C_
TC -
TC 9.10E PER HATER AND SE g Z
°.�80.00' TC TC TC TC TC $ 2 Z
DO
N
34.7 TG
\\ m
43.7 y �~ \ 3.7 INV L=65 07 I m
�72
FL 42.9 � \
FS5 \ v FL �' 234
72 �
I FS 27 3 n�
FTTGT 5 FFL.1 HP 5' @SOU i 21.9 im 2IL N
GF_ 744.5 O 34.9 GF_ FL I 0
25' HP 735.3
n 27.2 7G 26.7 14'
NOTE: B'EXT 262 IN GF= FL 7.35'
FT� 225' FTG 17.07 6`EXT O 5' 2'E%T 5"EXT
- 4'P.V.C.DRAIN PIPE OR EQUIVALENT 5 FTG 1 FTG FTG
9'EXT I GF= 723.0 .n QO 4'POP-UP DRAINAGE EMITTER PE= 744.5 3427INV PE= 735.3 FTG i
4'FDLPD GRATE FF= 745.0 FF' 735.8 � 3o.arw 27�4 B•'Exr Ss.3s• PE= 723.0
o I -
44.3 5.6• 2AR 48R 26.BTF FP PE= 728.0FTG 22A FF= 723.5
S HIP 35.0
272 rG FF= 728.5 FL 4AR
HP 34.5 : 26.6 INV 27.4 1CR
435 FL FL
FL m 7.47' 27-3 22.3 FL
FL 22.7 FL
7 8 27.7
•lE �9. 45.0 51.79. 36.4 59.76' 23.3
FG >6. FG �S. FGS 6726' 7�,5 FG 71.07'
g � C
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m
Q FL @ 1x na+. u� fx nuPAD
g OUTLET. z It, CERTIFICATION:
i%MIN. B .�P`y„cjL� THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE
WITH THE APPROPRIATE 4•PVC SCHEOULE 40 �pT�� _ O CONSTRUCTION NOTE AND/OR CI AND STATECOLAWS,AND MID CONDITIONS AFPDEVELOPMENT CAN GRAPHIC SCALE 1"=20'
n
J ` DRIVE APPROACH PER MODIFIED RIVERSIDE A/
t- COUNTY STANDARD NO.207 ON SHEET 2. /�'-u 03//8� 0 20 40 60
KEN SEUNALO R.C.E.NO. 56915
NOTE: SEAL-ENGINEER A L B E R T A. BENCHMARK: CITY OF LAKE ELSINORE SHEET NO.
CIVIL ENGINEERS
o WORK CONTAINED WITHIN THESE PLANS
D SHALL NOT COMMENCE UNTIL AN oep9FESs70 �� � 3788 MCCRAY ST. ML22-4-64 BRASS DISK SET ON TOP OF IN THE COUNTY OF RIVERSIDE. CAL IFORNIA ��pp
cod ENCROACHMENT PERMIT AND/OR A ,yg' N,LLex,, CONCRETE POST AT NORTHWEST CORNER TRACT p O• 30789
a e J f��� A S S O C I A T E S RIVERSIDE CA. 92506 OF HAMNER AVE.AND Sa-LEISMAN RD.37.ON OF 1 V 1 E4)
GRADING PERMIT HAS BEEN ISSUED. a * (909) 686-1070 PRECISE GRADING PLAN
o consm.•cvi7 SF P.P MAN R B, I.O'S OF HAMMER AVE. 11.0'N
nmi - C/��// OF P.P. AN RD.. 9.07 OF A MARKER POST.
o DIAL TWO WORKING THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR NO,E /�_ `'
BUORE -YOU DIG DAYS BEFORE AS
THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. ExP.12-31-06 n ELEV=627.504 LOTS: 7-10, 26-29 OF 7 SHEETS
o IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR
N ♦wBllC SEVICE Sr You DIG DURING
G CONM NG AN ,THE PRIVATE
SOLUTION D REVISING BEGRTHEONSI DATE BY MARK REVISIONS APPR. DATE 'rJy� w� PARE SCALE: FILE N0.
0o TOLL,AEL +-eop-zl7-zeoG of c j p 11; AS SHOWN V. N/A FOR: W.O. F.B.
UNDERGROUND SERVICE AIERT FOR APPROVAL BY THE couNTY. ENGINEER CITY DATE 12-31-06 K.H]NUHIAN FO�EC!•ST 02-230
fLAa CMMK AIIROVAL-$$'E SNEtT
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