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CONSTRUCTION NOTES SEE SHEET S ELEVS.PER II �n4
PLAN ------
__ PROPOSED RETAINING
- WALL PER T1415 PLAN. y
VARIES
--CONSTRUCT DRIVEWAY PER MODIFIED STD. 207 DETAIL ON SHEET 1 EA,GROUND SECT W-W Q \�
V�_�INSTALL SINGLE ROW OF LOT SANDBAGS PER TYPICAL LOT DETAIL ON SHEET 1 A� NOT 70 SCALE 3
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NOTICE TO CONTRACTOR REVISIONS: APPROVED BY: PREPARED BY: CITY OF LAKE ELSINORE h
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY OFESS/ RDDED COMBINA � H U N$f�KE R & ASSOCIATES \
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS BENCHMARK RR DN WA -rl
PROJECT,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY:THAT THIS .O ' V A. .1 SY ® C"WETLANDS AREA LOT E RRW Il�IO-� EDWAtR-D A.v MANDICH R.C.E. NO. 59099 p.,!, R V I N E , I N C
REQUIREMENT SHALL APPLY COMINUOUSLY AND NOT BE LIMITED TO NORMAL DESIGNATION; EL-3-BO EL 1265.21 DATE: 8-26-BO tiro �n�Z Q REVISE PLOTING FOR LOT 44. -J�0/ PUNNING ENGINEERING SURVEYING ��:��'c �9� � ��� �� � 6A
WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND A, z" 17 DATE: lnme Hu hes Irvne,U 92818•PR(4{9)S8YIDt0•FY(949)BB}0]59 _
HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, 1 1/2„ALUMINUM CAP IN 6"CONCRETE COLLAR _ _ . �o��� Q�
FROM THE INTERSECTION OF CORYDON STREET&MISSION TR.SW 0.5 MI. No. 59089 m 1Q LOT LINE ADJUSTED FOR LOT 68 K.T. 04/14/O6 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH (�A OF
REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS w� E.P.D6/sD/07 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND 1!\1 A Q
PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGUGENCE ALONG CORYDON ST. TO PP 175275;81'Y WILY OF PP 175257,54'3 WILY NEW SHEET. ALL FlNISHED FLOORS REVISED TO REFLECT /OR PREPARED FOR: 'rl
K.T. 12/16/OS CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. SHEETS
OF THE OWNER OR THE ENGINEER. OF C/L OF CORYDON SL,25'f WILY OF PROPERTY FENCE INTERSECTION, `Pj a 9" B SECTION -AL Lors. SCALE: 1"=30' KB HOME COASTAL INC. O
qT CIVIL oP?` MARK DESCRIPTION Br AppR DATE 12235 EL CAMINO REAL
EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLETH RECORDS.THE 2'fS OF A 5-STRAND BARB-WIRE FENCE; 1'35 OF SURVEY MARKER POST. fOFCA�^F
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION DESIGNED BY: DRAWN BY: SAN DIEGO. CA 92130
IN THE FIELD. CHECKED BY: PROJECT MANAGEfi: CITY ENGINEER RCE#56915 EXP 6-30-2005 DATE: AUG 2004 (858) 259-6000 W.O.2399-30846 KB HOME F.B. FILE NO.
OK-��o7yq/�EaFYRyiK *b5 ,4" -p�. 0 1:\0021\Engineering\TR-30846\Grd-Precise\Production\SHT06.dwg