HomeMy WebLinkAboutSite PlanGro:u....P..
Land Surveyors
494 Gradle Drive Phone: 317.844.3333
Carmel, IN 46032. Fax: 317.844.3383;
www.SEAGroupLLC.cam
LOCATION OF UTILITY
LATERALS ON PLOT PLAN
ARE GENERAL LOCATIONS
PER PLAN AND SHOO D BE
NOTE:
BUILDER TO ENSURE POSITIVE
FLOW AWAY FROM
STRUCTURE.
NOTE:
SUMP TO BE PLACED BY
BUILDER AS NEEDED.
NOTE: THE FINISHED
FLOOR ELEVATIONS AND
PAD GRADES DEPICTED ON
THIS PLOT PLAN IS OPEN "
FOR REVIEW BY BRENWICK
DEVELOPMENT. THE BUILDER
IS CAUTIONED THAT SAID.
INFORMATION IS SUBJECT
TO CHANGE.
DENOTES LOCATION PER
CONSTRUCTION PLAN
DRAWINGS. CONFIRM BEFORE,
CONSTRUCTION OF 6"
SANITARY LATERAL AND
WATER SERVICE LINE.
L
VERIFIED IN THE FIELD.
NOTE: (PRIMARY AREAS -
WESTCLAY) MAX. HEIGHT:
30' BUILD-UP LINE: 2
STORIES MAX. COVERAGE:
50%
LOCATION OF UTILITIES ON
PLOT PLAN ARE GENERAL
LOCATIONS PER PLAN AND
SHOULD BE VERIFIED IN THE
FIELD.
GRANULAR BACKFILL
SUGGESTED UNDER /
DRIVEWAY AT SANITARY /
SEWER LATERAL TRENCH, I /
WATER LINE TRENCH AND
..ANY OTHER EXCAVATED i
AREAS. (IF SITUATION i
THIS PLOT PLAN WAS
PREPARED BASED ON
INFORMATION TAKEN FROM
RECORD PLATS, SUBDIVISION
PLANS, RECORD DRAWINGS
AND PLANS PROVIDED BY
CLIENT. IT IS THE
RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY SITE
CONDITIONS PRIOR TO
CONSTRUCTION AND NOTIFY
THE S E A GROUP LLC and
BRENWICK OF ANY
DISCREPANCIES.
3p'
FO 070TI PROPOSED GRADE PER PLAN
GROUND WATER ROW
— SANITARY SEWER UNE
—� — STORM SEWER UNE
—� WATER UNE
--- EASEMENT UNE
- — — — — — - BUILDING SETBACK UNE
NOTE: PAD ELEVATION
SHOWN IS PER PLANS AND 57.2'
IS NOT THE AS -BUILT i i \\\ gBo
ELEVATION. i i 'PO.
d
RETAINING • ` RO d
NOTE: THE INFORMATION J ESIGNEDEDTHIS AAND� 547 \`\B) G
FOR THE ELEVATION M I PLACED BY .g.F
DIFFERENCE BETWEEN THE / / OTHERS.
PRIMARY FINISHED FLOOR2Z ' 25.4
ELEVATION TO THE TOP OF
BASEMENT WALL AND TO i 23.00'
THE BASEMENT FINISHED / 893.4 882.0
FLOOR WAS PROVIDED BY / /
THE BUILDER. i
/ 3f
NOTE: (SECONDARY i ;a' y, 4.4 9.5 .17' -' 16.67
AREAS PORCH 1t
- WESTCLAY) MAX. HEIGHT: S` t
35' ON LOTS 100' AND / d' I 43.33' 1
LARGER (TO EVE LINE) 30' 0 25.0' n 1 r 1,
ON LESS THAN 100' MAX. J GARAGE 1
COVERAGE: 50% FFE-089.8* PROPOSED
DRIVE i BSMT
RESIDENCY FFE-
FPE-eez.a*
PFE-aOD.D*
17.17' J
i /9. m i
/ y9.251.5 :0.50' 21.33' 0. 14.91
14.91'
885.9 20' BL .10.7 PORCH 9' 1 O
NOTE: CONCRETE APRON TO i storm/Stceat 1
MATCH EXISTING ALLEY P;;„B0 z0' IMSE p1 g `5 121.0'
EDGE OF PAVEMENT m m m m
ELEVATION / Saa. so-. / (0110) .1 il 1 j-- ,
Ta-Bpe.60 49 76.39' m -
I i 3 33.31
NOTE: BUILDER IS TO
GRADE SIDEYARD SWALE TO
GRADES SHOWN ON THIS
PLAN. IF BUILDER IS
UNABLE TO ACHIEVE
POSITIVE DRAINAGE AWAY
FROM PROPOSED
STRUCTURE, THE ENGINEER
SHALL BE CONTACTED.
BUILDER IS NOT TO DEVIATE
FROM GRADES SHOWN ON
THIS PLAN WITHOUT THE
CONSENT OF BOTH THE
curinlcco enln ooruwnv
BLOCK 'B
COMMONS
POND 'E'
D.U.hSE.
Normal Pool -874.74
100 Year -879.98
0
TRUCKS LEAVING LOT TO BE
1 0- 3 "w^�^ -' 'r'- "^ -------
�-
CLEANED AT THE END OF
AP80;,M I
EACH DAY.
CUR
SILT FENCE TO BE USED
WHERE NEEDED TO KEEP
MUD OFF OF STREETS AND
OUT OF STORM SEWERS.
- - —
BEpUF� - 88719 887.10 885.97 884.60
C� 884.06
�'
AREA 01 WATER TAP TO BE
/ 3g 5O'R�W _ _ - cu0e
BACKFILLED WITH GRANULAR
MATERIAL TO WITHIN 10” OF
TOP OF CURB.
AREA OF WATER TAP TO BE
RESTORED TO ITS' ORIGINAL
CONDITION PRIOR TO
CONSTRUCTION.
/
ALL SERVICE LATERAL
CROSSINGS AT CURB ARE
STAMPED SS= SANITARY
,
SEWER SD= SUBSURFACE
DRAIN W= WATER
MINIMUM SETBACKS
Min. Side = 5 Feet or 8% Lot width 0 P (1,L.0
-L.
Min. Rear o 20 Feet
AGO. = 18% of lot width 0 B L (26.1')
0
'
0,C
Property Description:
Lot Number 755 in Village of Westclay, Section 15002-13, an Addition in
m L<
Hamilton County, Indiana, as per plat thereof recorded as Instrument
Number 2017011830 found in the Office of the Recorder of Hamilton
!''•.
�'pZ
County, Indiana.
Prepared For:
PLOT PLAN I Christopher Scott Homes
Scale: 1"=30' 1 Drawn by. DJR Residence:
Date: April 8, 2019 IJob# B20194748 1716 Beaufain Street
S.. St'.(0 is)
To -88430
Per Plan
- i,
1 t
LOT# 755
19,495 S.F.