HomeMy WebLinkAbout005 .07' - EXISTING PERIMETER WALL
1272.4 ^ 50.05' PER SEPARATE PLAN AND PERMIT
FL-HP
IN 1%MIN 5005' -
n n ^ 50.05
LG L
�y f
Zli^ 1271.30 M 3 N =f z S 3 1271.201NV n o ��' 50.00'
aI 1271.0 n 1269.7 00
lh 2 Nl. MIN_ FL-HP ° 24 a z _1%MIN FL-HP�1%MIN ^ �� e z
.
�'1$ 5• Tn 1%MINA.. wI� I� o - 2
"T�o ------ ------ o z 1270.7TG 3 v 3 1270.7TG 1 1269.4TG 3 3 1269.4TG +-
------ ------ '�- I o * }z 1269.70INV gl cv 1270.4 1268.90IN S 1268.401N �I N 1269.0 0
11.65I ® 1272.4I I w 1270.42IN o V 3E - v 12 z o 0
v o o NI -f MIN FL-HP 1 M I n�� 2 N I 1/o MIN _ FL-HP M
/�'�C] 268 8
Off ll�il "' i2E 1 21270.1 TO 3 .M/,y �" i..V ----a -- gl Z 68.7 TG 3
------
1272.0 ED 1" ------�-- --- hl 1269.46IN z o \ I ------ ------ I I'�1 67.961N z g 1e
j L`J FL �� 1271.7 00'® 00' I gl. 'a2 'ot� 0 500' I 11 01:
aq,l 2 �12762
FL-HP 1%MIN ED I I �I k`v 2 I 2
.. 0.2' 1271.01 I I'^� 0.2' 1269.7 I _____ __ I
.I a I` i� _-- _-- 3 1_2 8.7TG 2 I
0.2' �1 1%MIN 1271.4TG I I ED HP II 1n C ----_----- ED HP --_-----
t � 3 2� I ' 1271.0 5 0 I$ I i ----- 3 1270.1 TG I 1269.7 El
5 0 I 1267.721NV I
ED N �f g 1270.601NV ;I �$ HP 0.0' 21 to 11 I 1269.22INV I j� HP 0.0' 21 I� 3e
1272.1 7G //'� 3 1271.031N 5.00' "I 12 2 ED j t 1270.4 NI 12 2 EDP'� II 1269.0 j 2 "
g 1271.151 3 / CR I� 2 cyl UO HP I I Ig 0.2' "j 5.00' HP
2 ZI. i ---==a---== 0.0' I 0.2' R� 1269.o I 1
1271.7 ED I ED 12 0.0 1270.4 1 v ED I2 0.2'
I aEl I I I HP Ig HP I ED
HP I
" FF=1273.57 �- 1271.7 ED I.
I 2 "I I I I HP I 1270.7 TG 3 1270.7 TG = IN 0.0' ae 1269.4 TG / 3 1269.4 TG g I N 0.0' �^I
12724 P=1272.9 z ,h I I 0.0' hl 3 1 A R 1269.551NV ED I I 3 / CR 1268.4 T �� 1268.7 7G 3 ED h l
1 HP 1 t� I I ED 1 $I IZ 1270.271N ael: 1 0.2' I 12 1268.751 1267.811N SI
f2724 , III of . i� FF=1272.17 "1 ED ZB 2 J Ig FF=1270.87 "1 0.r ZA z �I
1^ HP I 2 2 2 ZI IN , P=1271.5 2I 1270.1TG �I IN 2 I 2 ED
o I I� Z^ �I ' I � 1269.31 IN 3 FF=1271.57 3 1270.1 TG �I I P=1270.2 1 I� FF=1270.17 31268.7 TGr
i 1 $1 `,J L7 0.2' g I I lae 1269.08 IN a'I - 1267.581N �1 I
P=1269.5
1 �� ED `el I �I :� 2 P=1270.9 1271.24 1 " 1269.7 1269.7 1 - 2 1269'6a "
r------------ _N " ED " 1271.0 1271.0
I 1272.1 7G FF=1272.87 1271.4 TG _ HP HP ZI 4'R I I HP HP - 4"R 4
I 2 271.47G 3 31270.451NV �I I 0.2' 2 1 1 1c, 0.2'
1271.00 INV 3 rg P=1272.2 1 I to >270.4 I 12 $ 1269.0
1, N IN 270.471N I HP ED I I� 1 F ED j I
I ------------� �I' Ig ------------ .. ------------ c" IN E------------ ------------
! 1277.3 1273.24 I 1 2 1 I K 1270.7 TG 1 __ _ _ _
1 I FL GB 4"R 1 I 1271.7 I j 1269.00 IN 3 _ = 1 1270.3 I 1288.50 NV 3 i 1 1268.9 I 1
I " 1271.8 1 HP Q HP I 2 Q
I 1I 1272.54 1271.7 I 2 1270.2 TG j, I Q 1fJ 268.8 TG HP
FL GB 3E 32 3
g i A GF=1272.9 1 1 HP , 3 a l Ih 1267.701
4"R 1 I 1271.84 1269.20 IN $I I$ 1270.54
N j 0.6' 2 271.4 1 1 1270.4 2 j2 1� 1269.0
I 2 q 1 4 4"R I
1270.4 I 1269.1 21 2
I I 1271.0 I. 2 1269.6 �I
I; 13.47 ED I Ig FL-GB FL-GB �1 FL-HP I I FL GB �I FL-HP
1272.o rc is IN GF=1272.21 3-1270 30IGNv i oz B GF=1271.5 N I 2 ZI I q o f P GF=1270.2 "I iN GF=1269:5 I
1271.00 INv 3 �I 0.2' aE I ED 00, GF=1270.9 3el I ED 0' 100' �I
0.5' 0.4' " 0.5'
0.2' ED ED ED 00 ED I ED I
ED
1271.5 TG 1271.3 TG 3 5. 0' 1270.9 7G 3 r 3 1270.3 1 1270.10 I 3 b� 3 1269.0 TG 1268.E TG 3
3 1270.30 INV
h 1270.50 IN M ® 69.90 INV m 1269.301 1269.101NV m 1269.9 7G Old
1269.4 TG 1268.00 IN b 1267.601NV S 1268.4 TG
o o o 3 3 o °D 31267.401NV
k o lro of aE o o o 1268.901NV 1268.401NV I . 3@ j
1 2 .
N
71.58 00'BW 4 5050.00 0H 50.00'�
36 . � � :
50.00'w 1271.18 271.12 1270.50 1270.46 1269.82 78 1269.13 1269.09 f 1267.42 1 7
V BW BW BW BW o BW BW BW BW BW BW BW
J
c N.
9G 1ry�C1 tii\' 1��G 1��G N ��60 Ivy; 170• 17�' o' 1� ♦A
SEWER 1.36% SEWER '...
ST. ANDREWS W
U)
I
W
N WAFER
WATER G G G G_ G G
1ti G
�11�,G110�G g1�� � 0�g�
1 1 1 1 1 1 \ 1 1 1
IF IF
7 68 6 9 70 71
273.2 272.5 271 .8 271 .1 270.5 269.8 269.1
CONST'RW 7M NOTES
0 CONSTRUCT&7M DEPTH FOORNG PER DETAIL SHT2
Q INSTALL 4'ABS ASTM-D 2751 SDR-35 DRAIN PIPE
Q INSTALL 6'SQUARE GRATE NOS 105 OR APPROVED EQUAL
® OMIT ONE BLOCK OPENING FOR DRAINAGE -
Q5 RETAINING WALL PER SEPARATE PERMIT -
10 0 10 20 30
SCALE: 1'=10'
REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: CITY OF LAKE ELSINORE
OEOLOOIBT BOLE a� OWNED oQROVESS/ 1"=100' MORwE
CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES �Q �Fg� �Fy y EDWARD J.LENTH DATE *ON TZ va.w�as mzPRECOE � N SHEET S
RICE N0.5249E EXP. 12-31-14 DATE' Pa°oaazsa
10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE ST. SUITE 250 = z 6 24 14
19
REDLANDS, CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA. 92505 'j No.052498 PLANNER 8 E N O I N E E fl 5 8 U R V E Y O R OF
W m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE NTH THE 1 rl!"ft+1 In./. V 6J�7
d*Exp. 12-31-14*� APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK:
PH; (909)796-0544 PH; (909)796-0544 PH: (951) 710-1900 F RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF Y'
FAX: (951) 688-8681 MARK DESCRIPTION BY APPR. DATE qTF CIVIL THE STATE LAWS,AND PERMIT CAN BE ISSUED. INTERSECTION OF CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERUNE OF MISSION TRAIL LOTS FILE N0.
DESIGNED BY: DRAWN BY: 0'CAL\F 7� 2 1 BASIS OF BEARING:
-? CENTERUNE OF CEREAL STREET,BEING N52.52'4B'W,BETWEEN MONUMENTS 3 AND 4,BBNG THE CENTERLINE
CHECKED BY: PROJECT MANAGER: WALTER E.ALLISON CE 45448 CITY ENGINEER DATE I INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYDON SRtEET.
I:\62128\PG\PG-05.dwg 6/24/14