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68.47' /
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= FG ^ 666777 4A FF= 763.4
r�°$ ` A "{ 92.y GF_ 7g ° s PE- 771.6 a"EXT 5
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Tc Ho oG 1
10'EXT FTG 61 4
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^ c / 82.83Tw GF_ 78 5' FL
/\ / Lo
rC o2.3S �� z C y I / 81.SiF 2.5 872 5
✓✓✓ FIL 765T GF= 771.6 61.9 p
_78 00 w FL
7057E
T rc 95.50 FLS �j GF= 762.9 l
7o.e
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TC FL II 70.2
TC ., 13.00 ` m TC 89. L'S7
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12.4 '5.S• 86,p0. '`b' w 68.33 ^6425 60.00 y I 1 I A
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pi. o _ r TC TC TIC TC TC ' ' I H 303
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NOTE: __
TC 029 OUSTER FFa WS ER - -�R FLn,p..j
FT oI f8.>3• r ,•.g A• TC 42.. .. J61`fa 6137
4'P.V.C.DRAIN PIPE OR EQUIVALENT P _ G 2s• GF c F?.S �' �/ N \ `''Y :.� C TC TC TC TC
Qo 4'POP-UP DRAINAGE EMITTER 12,B12.8 FF 813.5 803.0 0 Q 5.10 \ �`
FL
Q 4'ROUND GRATE > 1 I �14.0 7 9 r p s� FS
I 4 q xx ry L=75.45 T Y P.
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FL FS
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1p 12.J / PE_ FTG o 7gC7.Q 6'E•YT GF= FlA e 623TF \\
� .- FL / FTG 782.0
/-"�^ /,l FF_ 803.0 B4' N 633
✓11 t`JiJ �....J 02S 8p3.5 PF� r >.4 70.8 FL
� 1CA FF, 793 3 / ❑ FL GF= 771.7 GF= 764.4 6F
- IL
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4 ' S'FJ;7 6'EG O2 8TG FTG 9'&T FTG 5
60.94 /�0 `/�}p�J 1 92 5 I FTG 1FiG 7 FiG $
�... FL 9L 70.5 10'EXT
Pse �i! FL PE- 782.0 FIL FTG
66 A4' FF= 762.5 FF_ 771.7 6s.7rw PE= 764.4 I --
772.2 18 D
2Aq 713 62.3TF FF= 764.9� g
m
NOTE 81.6 FL 3Cq 4 Exl-
FFG 1BR 0)
7 - 1 FL 2 J
LOT 44 3.4 HIGH RETMALL, L-50 813.9
.7 5• 71.4
LOT 47 2.0' HIGH RETMALL, L=92' 01.66' _ -� z
HP a
aLl
N.
m c� . ��... 64.3 63.5 ^'z m
LOT 48 6.0' HIGH RETMALL, L--85' r �- �` �_... F<B 6FL � � C3
s LOT 49 4.0' HIGH RETMALL, L--79' m
LOT 51 4.0' HIGH RETMALL, L=92' CERTIFICATION: m
THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE 7156'
WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT
S AND/OR CITY AND STATE LAWS,AND A PERMIT CAN �3 GRAPHIC SCALE 1-20'
BE ISSUED. O CONSTRUCTION NOTE ss
73.60' mil, 6028• .. 0 20 40 60
G( DRIVE APPROACH PER MODIFIED RIVERSIDE
KEN SEUMALO R.C.E.NO. 56915 COUNTY STANDARD NO.207 ON SHEET 2.
N D NOTE: SEAL-ENGINEER ALB E R T A. BENCHMARK: CITY OF LAKE ELSINORE SHEET NO.
w ��T CIVIL ENGINEERS
o WORK CONTAINED WITHIN THESE PLANS Esst¢�- �/�/
D SHALL NOT COMMENCE UNTIL AN �p Ew 'X ♦ • 3768 MCCRAY BRASS DISK SET
NORTHNESTNC TOP OF ORNE1v IN THE COUNTY OF RIVERSIDE, CALIFORNIA I �
I ENCROACHMENT PERMIT ANO/OR A w Ape RIVERSIDE CA. 92506CONCRETE TRACT NU.
?T '� A S S O C I A T E S OF HAMMER AVE.AND SCH.EISMAN RD.37.ON OF
GRADING PERMIT HAS BEEN ISSUED. a c+` : (909) 666-1070 PRECISE GRADING PLAN
srf Nc coNSEN.� SCFLEISMAN RD.29A'N OF HAMMER AVE. 11.0'N
THE PRVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Ma C506D2 OF PP.F72458. LOS OF A MARKER POST.
o 7W0 WORKING �' / `7 ELEV=627504
lu\ ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. EXP.fE-31-06 / LOTS: 39-44, 47-52 OF 7 SHEETS
o REFORE DAYS BEFORE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR
N YDU GIC YOU DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE Jj, CIVIL REPAR L.YB602 SCALE: FILE N0.
po IOU ME A NBUC SINCE BY "00-1z7-1B� FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS �'pF O 3 p H. AS SHOWN V. N�A FOR: W.0. F.B.
(U UNI-MUND SERVICE A Rl FOR APPROvu BY THE COUNTY. ENGINEER CITY DATE� 12-31-03 K.HOYWWIAF!ft7€CAST O2'230
PLAAJ GN=K APPA*VAC-SEW Srstf I
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