HomeMy WebLinkAboutPGP_0009, I I
41.35' 20.1 ✓p
2. I20. FG7 FG
0• 20.4 20.6 I FG 2 NOTE: RETAINING WALLS (PER SEPARATE PERMIT)
2 .6 56. 23.7 55 I FG FG 54 LOT 57 2.67' HIGH MAX. L=35'FG 24.1 FG I w LOT 62 4.67 HIGH MAX. L=72'
29.3 7 � FG 56 LOT 62 &33' HIGH MAX. L=145'
FG 29.5 FG M r _- 19.3
FG _ �1 .5FL 19.9 ..• H LOT 63 6.00' HIGH MAX. L=6T
F61 57 23.2 I
56. HP FL LOT 64 6.00' HIGH MAX. L=63'
�' 0 � � .� FL PLAN 3AL FL
58 2 .8 I 2 .9 I PLAN 4BL FL 9 5 PE-119.6_
`O L L PE=120.2 '120.1
/ 8.4 28.7 1 PLAN 3CL, FF=120.7 FL PE=123.5 I i p p Q
4AL FF=124.0 5.50 00
' E 12 0, 0.5' OF 5DDF 28.3 19.7 FG 18.6 I
18.9 FG
PLAN 2CL FL2 N g^ -1295 FL 19.0 FL �
p 6-
F=129 5 I 0 6' OF GF=1 0 2 GF=119
it 16.00' 22 9 FG DF
PE=135.1 23.2 FG j o y 8.3
FF=135.6 5.00' 5.00' GF=123.5 2.5FL FL
16.50 5' OF 1p
5.00, 28.5 G 0.5' OF 22.3
28.5 FG FL ac o./ �U+ - -.x�18.9 �h �j . 100
34.4 FG GF=] ��oI e�� _ _ � ��� /..-� � 9 CONSTRUCTION NOTE
p FLgIQj + ,/'"/- _ I� tiP •/ O DRIVE APPROACH PER MODIFIED RIVERSIDE
pp�� COUNTY STANDARD NO.207 ON SHEET 2
33.7 NN
FL Iq
1 8 �' � �-.- 2, � 1 6 ITC 1Ca 125L'07 v
1 _ 116 69TC M ,i C y o v s
12A ggTC £T 16�T T
-- 104
132.00TC
L1 09
00, D 10' s iP4
ESl w `�, ,•- 20 b 40. 3p �S60p� t 20. o ��' �14,
-- 30.12TC 1 8.8 TC I y L c
24. 6 63TW
--- -
1.63TW 25.8 �30 25.97�TW °i Fb p m eb�� \ N
T/1 FL c ✓� 21.30TF " (s$ �' all
nrn
A
ti 31.30TW } 0. DF o .. T�
at Qi 8� 25.30TF '` I 0 6' 22,5
w� L I 22.4 FG 1a
36.30 J
30.30T 26.4 F 26.0 5.09'
= FL 8.09'
36FL� 0.5' OF n
I 0.5' 31.4 FG 5.00' p 25.97TW
I ✓
31.4 0.4' OF 21.30T FF=123.5 ro �m
O D 7.50' 26.6 FG PE=123.0 9g
5.00' 23.30TW 19 4221,
5, 5.00' 21.30TF 4BR Liu ty
0.8 DF 8.18 2.30TW
36.6FG .30TF FF=127.5 22.4
_ 0 22.4 22.7 y r o� 8102 W ci r Q o CJ1
FF 01.9 I pE=]27 26.4 FL rnm. 0+ 0 �cr J Ts
PE=13i 9 26.4 PLAN 9A FL L HP... q 1'' ov btr c u
PLAN64_1
' 26.7 "u3�
FF=137.9 F 3116 Sti
PE=137.4 r
TW PLAN 1CR _36. 2 OTF242
® ��T 4.20 TR
F nfv rn 0 2220 TF
FG
37.1 64 7.9 FG
32 B 32.9 32.9 FG FG FG 73 3B' ^ rn
FG FG
37.OTW 65 FG
g 36.47TF
0.
--100 26
Tc
_
�i CERTIFICATION: -- ------- ------ - ----`-- -- 119.65 117.94 11550
23.85 --- ---- 109.20 -- ARK ROAD
THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE --_-- 126.10 1 T TC TC c�I� �1 b R \ A�N ®� PARK
4 WITH THE APPROPRIATE CONDITIONS OF DEV0.0PME14T c
d AND/OR CITY AND STATE LAWS,AND A PERMIT CAN
BE ISSUED.
96
c GRAPHIC SCALE 1"=20'
KEN SEUMALO R.0 E.N0. 56915 111111111111111111 AS BUILT
0 20 40 60
Q NOTE: SEAL-ENGINEER A L B E R T A. CIVIL ENGINEERS BENCHMARK: CITY OF LAKE ELSINORE SHEET NO.
\\ WORK CONTAINED WITHIN THESE PLANS Essr 3788 MCCRAY ST. IN THE COUNTY OF RIVERSIDE. CALIFORNIA
J V SHALL NOT COMMENCE UNTIL AN ♦ ♦ EBB RIVERSIDE CA. 92506 CITY OF LAKE ELSINOFE BM 9-95-69 TRACT NO. 3 2337-1
C��� ��� ENCROACHMENT PERMIT AND/OR A 1K �� A S S 0 C I A T E S 1) 686 1070 ELEV.- 1381.72',EST. 12/95,NAVO29
LLLSSSS M yq V
GRADING PERMIT HAS BEEN ISSUED. a 'R eN6Di68RDY6 �.T.N,� � PRECISE GRADING PLAN y0
d1L Tw0 WDRIDNG THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR 1/i1/07 CRR 1 LOT 10,11,12&27 FRONT YARD BE CHANGED ON BHT 4 H7 0Na
/// � LOTS 51-57 ! 62-64 _
C� DAYS BEFORE AS
THE ACCURACY AND ACCEPTABILITY LRY OF THE DESIGN HEREON. AND REVISED RETAINING WALL LENGTHS AND HEIGHTS Ew.NFffi-0B OF 12 SHEETS
YODU DIG YOU DIG IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR
YoJ DIKE A WBIIC SEVICE BY '- -�'-Z� FOR DETERMINING CONSTRUCTION
AN ACTHE PRIVATE ENGINEER CEPTABLE SOLUTION AND REVISING BEGRTS%SINS DATE BY MARK REVISIONS APPR. DATE 'PREPARED BY: R.C.E. N0. C58602 SCALE FOR: W.O. FILE N
uxDExcxouxo umx:E AEExr FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY DATE 01-29-07 EXP. DATE: 12-31-OB H: AS SHOWN V: K.HDVNWUN FOE£GIST 04-0401 FILE N0. �C(L�