HomeMy WebLinkAboutPGP_0011 NOTE: RETAINING WALLS (PER SEPARATE PERMIT
LOT 81 4.67' HIGH MAX. L--58'
NOTE: KEYSTONE WALLS (PER ALBUS-KEEFE)
LOT 79 800' HIGH MAX, L--6T
CONSTRUCTION NOTE LOT 79 6.00' HIGH MAX, L=106'
® DRIVE APPROACH PER MODIFIED RIVERSIDE s
COUNTY STANDARD NO.207 ON SHEET 2 \ ps• p0
OKEYSTONE WALLS PER SEPARATE PERMIT
O "V'DITCH PER DETAIL SHEET 2ol
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81 79
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FG 5 3' T9.T FG \ c�j T ✓Sm s� s j l 18+21.73 o ter
15.1 3\ \� \ SIB .9�T > p CL 13'DW �
FG 80 n 28.40FG 3 34. �T / m o s T o RCN c
ssFG
21. m b _'\
FG 31.68FG� 2 39.07FG Ko CD -�� 110�0 _" �20•�9x�j O -ciao' � m A
Y Y 35.567KW �r 39.56TKW m 63.07, O
^_ Q�i&�y a 26.908KW ,r__ 26.9OBKW +� 1 ^• � J •�,`\ � _/,.. tea+
HP5 -� .�20 5 21.0 N N 2G.908KW 28~3 36.0
HP cov �' I co FG
36.OFG �, -^a'o
(� PLAN 48R 14.1 5.30' PLAN 3AR 0. 27.6 3323 '
"y FE=114.8 FL 2L j FL 32.338KW
PE=121.3 jl i m 44.0
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�=145.3 35.6 \ FG 44.0 0 o N 9 9 \
114.90TW 0.5'OF FF=121.8 J PLAN i 77 FG •n o u ° �$$ 6
T 112.9pTF 0.8 FG PE=128.1 N 35.3 9vys\ n �s
5.00' FF=129.1 FG `^
FL PLAN 4BR 352 �? �• 43.3 -
i6' ` 1 43.7
0. DF ❑ 0.8'DF 0.4.� 5.16 PE=135.9 FL '^m, FL � � 66
Hp 1.15 FG
76 �
27.8 FG 282 FG FF=136,4 A
0. DF 14 FG 3.5 20.4 52. 66� 66G 74 \
14 FG =1 FL o 4 OF 5.50' PLAN 38R 43.3 FG F 1
20.9 FG 1 .20' ❑ FFE 144.5 FL 59.07' 63.1 \
1 32.23TKW 1
FL GF=21.3 27.1 26.238KW 7.00' m 52. 63.1 63
FG
< NI QmT�-� 20.3 FL 1 �'�- �=128.6 35 � 3.00' PP FG �F6 '1FJ ..�--- 5.9
\ 9 y o 0 27.6FL -1 .9 6HP
66. v I
114 I��i� o � oo � a Imco 4. ae ❑ ❑ _��_ � \`
112 TF 2• 11 N J N \ IN�O ^� F 1No 3FL7 ` �FL4 51A "�-... 6 65.6
42.9 0.2'DF 1 65 5
F 43
-- 1 0� f 8 FG 23.20' PLAN AR 51.5 543' 62.3 pE=166.2
823 KW J `
N
GF=144.0 FL ' FF=1667 PE=152.1 61.7
p v cJ, 42.8 FF=152.6 FL
- 125.64T 127.20TC �` \ g FLzu
pL pPl
162.7 ' OF
51.0 PE
50'44'W --- 132.09T,\. �^ 3 FL rn FF=163.2
42 0. OF 65 6 FG
11Q - 0 628 39' ,i - 133.6 \ 4' i
/� 1T
443 DF 51.7 FG�1 lI�� 1j �. _`` Q2 �o 51 FG GF=452.1 ` 5'00 p a
it
�A_1 ^ \\ c T f O 26.80' 61.7
51.0 65.
❑ 62.3 GF=FG
1662 65.0 ,
- -_._____--- r<'1 s 61.2 - FL
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�I CERTIFICATION: ' \ •59' -
al THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ZA
WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT
AND/OR CITY AND STATE LAWS,AND A PERMIT CAN 16499TC
• BE ISSUED. 150.32T
GRAPHIC SCALE 1"=20' -- m -"- ------ 161.2GT0
KEN SEUMALO R.C.E.N0. 56915 1597� Lo
AS BUILT
0 20 40 60
j� NOTE: SEAL-ENGINEER A L B E R T A• CIVIL ENGINEERS BENCHMARK: CITY OF LAKE ELSINORE SHEET NO.
10
D��/�/j1�\o ED
� WORK CONTAINED WITHIN THESE PLANS I HL ESatz `�]�D� 3788 McCRAY ST. IN THE COUNTY OF RIVERSIDE. CALIFORNIA
SHALL NOT COMMENCE UNTIL AN EM ,/V D
ENCROACHMENT PERMIT AND/OR A a8/oe/0 CRR CORRECTED FENCE 6 WALL ON LOTS 23-2B p Q A s s o c E s RIVERSIDE CA. 70 CITY OF LAKE 2',EST.
BM 8-NAVD2
A TRACT NO. 32337-1
� � (951) 686-1070 ELEV.- 1383.72',EST. 12/95,NAVD29
GRADING PERMIT HAS BEEN ISSUED. ' �, PRECISE GRADING PLAN y
CORRECTED SLOPE C•1 LOTS 70-73
GIRL As
TWO WORKING THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR OS/ii/O7 CRR 1 LOT 10,11.12 6 27 FRONT YARD SETBACK CHANGED ON BHT 4 • W6 GDBBOE � 9
ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON- EXP.12-M J LOTS 71-80 - OF 12 SHEETS
BEFORE DAYS BEFORE AND REVISED RETAINING WALL LENGTHS AND HEIGHTS AREPFitY D BY: C58602 SCALE:
YW DIG YGG GIG IN THE EVENT OF DISCREPANCIES ARISING AFTER HALL B APPROVAL LE
DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE fps CIVIL R.C.E. N0. FOR: W.O. GBtlN1"Y
TDLL fAEE A Pu-Smt" i-BOD-�7-2B0D FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PUNS REVISIONS �!•�-G H: AS SHOWN V: FILE NO.
UNDE-UND sEMM MEFT FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY DATE OS-29-07 EXP. DATE: 12-31-08 K.HOVNANIAN FOfECAST 04-04011 If
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