HomeMy WebLinkAboutPGP_0014 SEE SHEET 10 Q ' 1
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141.52' 1 .57TW 60'
112.90TF
j 0' 20' 2 1 '
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u 117.57TW i� � LLo LL m R 112.90TF
3 LL y Q 41+51.45
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143.56' 110.97TW 106.63TW C ill J�
106.30TF m TF 1 (• Q
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69.11' 110.97T
J 3 -LLO LL 106.30T
LL " ro L6 r p� 40+85.78
mcn ooii CL 16-
12.1% i i III
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CL I �j
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45.60' 104.37TW n -- 104.37TW o N o
99.707E m 99.707E o
NOTE: RETAINING WALLS (PER SEPARATE PERMIT)
LOT 81 4.67' HIGH MAX. L=58' 4 II
co I-IUi SST UQ CL 16' DW
0 0 40+12;01 LL
J
LOT 82 4.6T HIGH MAX. L=56' N ® 7s• I �" II a I i ' cL ^J m m
LOT 83 4.67' HIGH MAX. LSO' p % I %®, Q m 10.63KW I o1
LOT 84 4.00' HIGH MAX, L--50' Z o p o LL Q I � �� 99.30eKw
Nd N a
III II - II II �
LOT 92 3.33' HIGH MAX, L=56' N m I 20.00 I a p 2
TZ
CDj mJ oo• I 20.00' oS ^•� Y .r cm13
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\\ oLL n mJ I o o m orn
NOTE: KEYSTONE WALLS (PER ALBUS-KEEFE) /LL - 82 ' ` ��' alq s
LOT 93 4.00' HIGH MAX. L=92' 147.93' 96.70TW o c 9 m I -- -" --� �k 14s ez
70TW 92.70TF v N ( Ri i 93.89FG o 97.33FG 96.97FG
LOT 93 6.00' HIGH MAX. L=50' s2. orF 22.00' ( m i I 9
i of a 3 ! rn 96.97FG
LOT 94 11.33' HIGH MAX. L=87" 74.28
2000.73FG
mi o w n LL I m 3+50.78 u o -
rn$ nh orn� ° CL 16' DW 6 �o rn oLL c0 - 93.2FL � 17.15 I 2
vC6 �? u - �! Iri 9BA7TKW
CONSTRUCTION NOTE m � 11.6 % 39+43 26 o m 9147BKW $ 3
z ° CL 3TKW cv n J y+ m
�`g o ( Y 3 94.30FG
Qi m� � iff i 90.808KW I I r-Y
ODRIVE APPROACH PER MODIFIED RIVERSIDE - m m�LL _ o LL I S
COUNTY STANDARD NO.207 ON SHEET 2 m �• v, o J pop N m fl r4,
(D J OQm1 O I \ - 11 N� VN
�I S CH
O KEYSTONE WALL PER ALBUS E /LL LL m B .88 tv, orn In d7
149.76' 92.9FL
O N"DITCH PER DETAIL SHEET 2 -
® I � 2 � 163.01'
O O
86.33TW 88.33TW
�.
2�.94' 1 85.00TF 85.007E 92
I� �a - 38+79.28
89�
m LL o O J � m` m J CL 16' DW I 24.00'
u m LL v c7i Is 1 ( 8 .3 TW Q a
Al
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m i 11. c I , CL 16' DW m o m u �
s J mco I� 11.8 % LLco mm mLm T
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al CERTIFICATION:
I THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE
$ WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT
AND/OR CITY AND STATE LAWS.AND A PERMIT CAN -
EE Imo• �� EASEMENT 1
iiiiiii
GRAPHIC SCALE "-20' 152.07' 7 •62 r-yT'T��T 1
81.17TW C �'1 \J SHEET
1
Q KEN sELMALo R C E.NO. 56916 81.17TW 76.50TF SEE
Ej AS BUILT
0 20 40 60 76.507E ►J
NOTE: SEAL-ENGINEER A L B E R T A. CIVIL ENGINEERS BENCHMARK: CITY OF LAKE ELSINORE SHEET NO.
WORK CONTAINED WITHIN THESE PLANS east WE
3788 MCCRAY ST. IN THE COUNTY OF RIVERSIDE, CALIFORNIA
SHALL NOT COMMENCE UNTIL AN ♦ EBB RIVERSIDE CA. 92506 CITY OF LAKE ELSINORE BM B-95-63
1X0AzoZmDT ENCROACHMENT PERMIT AND/IS A IL 9NL AS L 9`'µL¢aq� ASS 0 C I A T E S 1z
GRADING PERMIT HAS BEEN ISSUED. + Q`� `f ^ �Ec¢ac�rzic co Arens (951) 686-1070 ELEV.= 1381.72',EST. 12/95,NAVD29 TRACT NO. 32337-1
u
��� PRECISE GRADING PLAN y0
sum
7M'0 WORgNG THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR IIIV07 ORR 1 LOT 10.11.12 S 27 FRONT YARD SETBACK CHANGED ON BHT 4 (7 7 a�1 M C5Bfi02
DAYS BEFORE ASSURING ENE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON- AND REVISED RETAINING WALL LENGTHS AHD HEIGHTS EV• � / LOTS 81-85 93 & 94
YOU DIG YOU ON IN THE EVENT OF DISCREPANCIES TE ENGINEER
AFTER COUNTY APPROVAL OR OF 12 SHEETS
DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE + m'b PARED BY: C58602 SCALE:
r R.CE. N0: FOR: W.O. 6BkiNii`
A vuwc srnce eY �'°°°-�Y-t°00 FOR DETERMINING AN ACCEPTABLE SOLURON AND REVISING THE PLANS REVISIONS e�,�.Gt H: AS SHOWN V: FILE NO.
uImEARROURR sTR=Alan FOR APPROVAL BY THE COUNTY. ENGINEER COUNT( DATE 01-29-07 EXP. DATE: 12-31-08 K.H DVNANIAN IIECAST 04-0401
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