HomeMy WebLinkAboutTr 30494 RG-02 LOT SECTIONS ROAD SECTIONS
P.L.
MAINTAINED
BY HOA NORTHERLY SOUTHERLY
LOTLINE ,^ FUTURE WOODEN FENCE WHEN H>15' R/W R/W
15'
LOTLINE R/W LOTLINE_4 !I 70'
FUT. WROUGHT � �( 11' 24' CA 11'
FENCE PER VARIES 1o' 3' IRON FENCE 1
LANDSCAPE PLANS 5 1' Pu7uRE 2' 43 2' N
PAD PAD PAD 1' 1 .N a BLDG. a 2% 1 4 4 1 2%
ry- I
N
PAD �qk H PAD — AD LIMIT r -
3' TOE DRAIN __ Rom__ (SHOWN ONRPLAN)V ROUGH GRADE
2%MIN. 6 CL ELEV. MINUS 0.1
*BERM NOT REQUIRED IF H<5' SEE SHEET 3
SECTION A—A SECTION B—B SECTION C—C SECTION D—D TYPICAL LOT DRAINAGE HILLSIDE DRIVE
TYPICAL SIDE YARD SLOPE TYPICAL FRONT YARD ROUGH GRADE TYPICAL REAR YARD TYPICAL REAR YARD SLOPE FROM STA. 10+72.66 TO STA 12+20.00 N.T.S.
LOTLINE
P R/W R/W P/L R/W R/W
R/W FUTURE BLOCK 60' 60'
R/W R/W WALL CA 15' 10' 20' CA 20' 10' 15'
t' VARIES 10 20 20' 10' VARIES Y
�— FUTURE BLOCK WALL I pnu 1 3�, -�- - E PAD PAD JVRIEr 4 4ARIES(PER SEPARATE PERMIT) I PAD
10' 10' a, P NO BERM \ 2 TOP OF SLOPE �_4 _ 4 ,.,, l2X
PAD ROUGH GRADE
2 2 2' TOP OF CURB ELEV. ROUGH GRADE TOP OF CURB ELEV
5' 5' 6' 4' 5' 5' •X CL ELEV.MINUS 0.02 (SHOWN ON PLAN)
CL ELEV. MINUS 0.02'
>•+ q-1; s NOTE, BERM WILL NOT BE BUILT IN THESE LOCATIONS
tO PAD WALL CONSTRUCTION WILL COMMENCE IMMEDIATELY CAMELINA STREET
;� � HILLSIDE DRIVE FROM STA. 13+63.13 TO END STA.
TOE OF SLOPE 2' BEHIND R/W TOE OF SLOPE 2' BEHIND R/W AFTER COMPLETION OF ROUGH GRADE CAMELINA ST, KALANCHOE RD, AMBROSIA CT, CORKTREE RD, SILKTASSEL RD
SILKTASSEL RD, DIANTHUS LN, ASTER LN, AGALIYA CT, CEDAR MESA DRIVE
SECTION E—E SECTION F—F _ SECTION G—G SECTION H—H ENTRY STREETS LOCAL STREETS
DOWN SLOPE ADJACENT TO LOCAL STREET UP SLOPE ADJACENT TO LOCAL STREET UP SLOPE ADJACENT TO MAJOR STREET (W=70') SIDE LOT WITH FUTURE WALL N.T.S. N.T.S.
COTTONWOOD CREEK
� - 100 YEAR WATER
SURFACE ELEVATION CIL
FUTURE BLOCK WALL R/W R/W
10' 10' 56'
BERM FIRST FLUSH RETENTION BASIN _( R/W 2• 12' 2' 1 15' 11' 11' CA 18' 10' 15'
3' 1' I too' W
MAX. CE
VARIE 1 35' VARIES
ii CA 38' 12' T ROAD 3' PAD — 1 4 4 �-- PAD
EX. GRADE Wy 9� QER AC p$ zyc
/ 2:1 15 Q�P� 1 2-A ryN 2.��ELEV=
'— % 2
_ 2%
� BENCH
NUISANCE FLOW I 1 2% + ti1 ?•y TOP OF CURB ROUGH GRADE
I INTERCEPTOR DRAIN 2.) 2, RETENTION BASIN I 2% .7 k (SHOWN ON PLAN)
SEE SHEET 3 ` Zj 7 7 4 ''� i Mqk CL ELEV. PLUS N)
9� qk 1 OR O
ROUGH GRADE
PINNATA CT, NANDINA CT, ZINNIA CT, SUNDEW CT, LADYFERN CT
SECTION I—I SECTION J—J SECTION K—K SECTION N—N (TANK ROAD) CUL—DE—SACS
TYP. PERIMETER CONDITION - FIRST FLUSH BASIN (REF. SHT. 11) H.O.A. LANDSCAPE LOT BEYOND R/W N.T.S. N.T.S.
CIL
60' /W
CL
AC SWALE 28'R ADBED
AT 1%MIN.
GRADE 6' 10' 14' 1 1;7 10' 6'
RURAL
ROAD SH DR SH DR
I
2.5' 2.5, 11
2% I 2.5% 2.5% �'1'I•'
29, 7`g 1l VAR.
QROPess� I 3"AC OVER ROUGH GRADE 1
3" AC �,o-4 A.M k4 6"AB MIN.
3"AC OVER ;,� ti� P�4j. 9
6" AB MIN.
d A11" CORKTREE ROAD (RURAL RD.)
SECTION L-L SECTION M-M
AC SWALE IN ACCESS ROAD JUST DOWNSTREAM OF V-DITCH FROM STA. 49+74.42 TO STA 59+41.38 N.T.S.
p o 0 0 p SM NO. DATE REVISIONS APPROVED BY DATE CITY SEAL OFESSIO PREPARED BY: -
02.113 A&.Saicr yt CERTIFICATION: ��eRs F.ro"q F I 1 CITY OF LAKE ELSINORE SHEET: 2
Pam` �// �== T_T•M• 30494
*aA,�TOLL THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE v� No.44877 <u'A LAND PLANNING NG 1 C
APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY OF: I V
n MID Q AND STATE LAWS, AND A PERMIT CAN BE ISSUED. LAND SURVEYING DETAIL SHEET
41 * Renew:3-31-2006 * (951280-41 CALIFORNIA AVE. STE 202-CORONA,CALIFORNIA 28-415
Q (951)260-4144 FAX 951 280-4150
.�/==/c s, � ,P /����� ( > ROUGH GRACING PLAN FILE NO.
Two WORKING DAYS CITY sy�Lr,.s P-E. N0. 56915 CarE 9Tf OFr CAV1F��� «�^^ RCE 44877 03-31-06 -7cl5
BEFORE YOU DIG CHARLES F. NICHOLS LICENSE NO. EXP. DATE W.O. FOR: F.B. I-{•J
rnY j sa,Y�el