HomeMy WebLinkAbout05080236-Site Plan 5 coRPo ^T oN
NOTES:
~ PROPOSED GRADE PER SUB[)VSION p ANS
00.0 EXISTNG GRADE ~E~ ~f,-Xx _ L a
,,r-~,u~u UHAWING
:¢¢ DENOTES LOCATON PER RECORD
DRAWINGS, CONFI,,RM BEFORE
CONSTRUCTON 6 SAN. LATERAL
AND WATER SERVICE LINE. .
ALL MUD IN STREETS FROM TRUCKS
LEAVING LOT TO B~ CLEANED AT
THE[ND O~ E,~CN DAY.
STRAW BALES USED
:JOEl/ North PosL Road
46~36-006B
317-898- Baal!
3 l?-~B99~501D FAX
31Y--595-aSO3 RESIDENTIAL
SURVEYING FAX
NOTE: IN THE RES ]ENTIAL DISTRICTS
LIMITING HEIGHT TO TWENTY-F~VE (25
PEET. A DWELLING MAY BE INCREASED
N HEIGH~ TO THIRT~FWE (35) PEET
PROVIDED THE SIDE AND REAR YAa )S
ARE INCREASED AN ADDITIONAL FOOl
FOR EACH FOOT SUCH STRUCTURE
~XCEEDS TWENTY-FIVE (25) PEET IN
HEIGHT, PER CARMEL ZONING ORDINANCE
26.1.1
'"EX STING LAKEN
UVE.
USED I CONCRETE ~[cc~o
NO DR VE SHALL BE PLACED CLOSER
THAN 2 FEET TO A LOT LNE EXCEPT
WHERE SAID LOT LINE S ALSO A
STREET RIGHT OF WAY LINE
THIS PLOT PLAN WAS PREPARED
BASED ON NFORMATON TAKEN
FROM RECORD PLATS, SUBDIVIS ON
PLANS, RECORD DRAWINGS AND
PLANS PROVDED BY CLIENT. IT
IS THE RESPONSIBILITY OF THE YARD LIGHT & MAILBOX TO BE
CONTRACTOR TO VERIFY' SITE INSTALLEDPERSUSDIVi$10N
COND TIONS PRIOR TO CONSTRUCTION COVENANTS & RESTRICTIONS
AND NOT FY SCHNEIDER ENGINEER NG
CORP. AND BRENWICK DEVELOPMENI
OF ANY DISCREPANCIES
A~L SERVICE LATERAL
CROSS NGS AT CURB ARE STAMPED
SA= SANITATY SEWER
SS= SUBSURFACE DRAIN
W= WATER
LOCATION OF UTL TIES ON PLOT PLAN
ARE GENERAL LOCATIONS PER PLAN
AND SHOULD BE VERFIED IN THE FIELD.
tYPICAL ~WALE SECTION
EBP~LEPglNTF PAqq
~50' R/W
II
I PROPOSED ~"~' ~¥~ABOVE,
Surveying
Gi$ ,
Geology
ASSUMED NORT,H
SCALE l' = 30
LOT ~'1 57
12,444 SF
OT PLAN PREPARED FOR
~O
M HOMES
N LOT # 157
TR. a
# 9,~344~ 9
# 1 SLIDE # 545
PASS
JOB # 96-0560-~,~
05/18/96 CWD