HomeMy WebLinkAbout0663.02 Plot Plan ‘, The Schneider Corporation Engineering LOT # 775
Otis Avenue Surveying SECTION 5006-A
Historic Fort Harrison Landscape Architecture
Indianapolis, Indiana 46216-1037 GIS •LIS VILLAGE OF WESTCLAY
317-826-7100 Geology 317-826-7200 FAX i
0054 S.F.Schneider• ,
NOTE: BUILDER IS TO GRADE SIDEYARD SWALE NOTE:
TO GRADES SHOWN ON THIS PLAN. IF BUILDER THE FINISHED FLOOR ELEVATIONS AND PAD
00.0 )PROPOSED GRADE IS UNABLE TO ACHIEVE POSITIVE DRAINAGE AWAY GRADES DEPICTED ON THIS PLOT PLAN IS OPEN
FOR REVIEW BY BRENWICK DEVELOPMENT. THE
FROM PROPOSED STRUCTURE, THE ENGINEER SHALL
BUILDER IS CAUTIONED THAT SAID INFORMATION
* DENOTES LOCATION PER CONSTRUCTION BE CONTACTED. BUILDER IS NOT TO DEVIATE FROM IS SUBJECT TO CHANGE.
PLAN DRAWINGS. CONFIRM BEFORE GRADES SHOWN ON THIS PLAN WITHOUT THE CONSENT
CONSTRUCTION OF 6" SANITARY LATERAL OF BOTH THE ENGINEER AND BRENWICK. /
AND WATER SERVICE LINE.
ALL MUD IN STREETS FROM TRUCKS
LEAVING LOT TO BE CLEANED AT
THE END OF EACH DAY.
STRAW BALES AND SILT FENCE TO BE USED /
WHERE NEEDED TO KEEP MUD OFF OF %
STREETS AND OUT OF STORM SEWERS. NOTE: \
AREA OF WATER TAP TO BE CONCRETE APRON TO MATCH / /
/
EXISTING ALLEY EDGE OF /
BACKFILLED WITH GRANULAR PAVEMENT ELEVATION / ASSUMED NORTH
MATERIAL TO WITHIN 10" OF
TOP OF CURB. // SCALE:1" '30'
AREA OF WATER TAP TO BE RESTORED ' ALLEY
APPROXIMATE EDGE OF PVMT.
TO ITS' ORIGINAL CONDITION PRIOR (892.33)/ _ —
TO CONSTRUCTION. / APRCN pits 55.93' ` _ _—
(891.77) �"SEwER
7
THIS PLOT PLAN WAS PREPARED 3 /r /l _` i'—/' j--12'- ALLEY
BASED ON INFORMATION TAKEN / ,i i /r -` ESMT.
FROM RECORD PLATS, SUBDIVISION / / / N 2�7.3'
PLANS, RECORD DRAWINGS AND \ 117 26.5'\-1 �, / 8g2 5
PLANS PROVIDED BY CLIENT. IT / // 189251 2400 ��I
IS THE RESPONSIBILITY OF THE ‘-
CONTRACTOR TO VERIFY SITE �,
3 8 GARAGE /
CONDITIONS PRIOR TO CONSTRUCTION �/ ! j i/ FFE=893.0
AND NOTIFY THE SCHNEIDER ,_ / / m 13.50'
4CORP. AND BRENWICK DEVELOPMENT 3 �9 ;� o
OF ANY DISCREPANCIES. Q „/ o' / \ —
ALL SERVICE LATERAL /� I
/ 1893.61
CROSSINGS AT CURB ARE STAMPED S.S.D. / . \ g 2250' 1893.61 I893.31
SA= SANITARY SEWER 72.3' s BSMT \
SS= SUBSURFACE DRAIN ,;' / / A 1... FFE=885.9t
W= WATER / /P12.00 CRAWL I PROPOSED
/ / ' FRM do MSY —3.5'
LOCATION OF UTILITIES ON PLOT PLAN // RESIDENCE 10.33•
ARE GENERAL LOCATIONS PER PLAN 1/ 8 FFE=895.9 -
AND SHOULD BE VERFIED IN THE FIELD. 1 ( °'
893.4( 33,00' 893.4
GRANULAR BACKFILL SUGGESTED I `� 12'Bit I + %
UNDER DRIVEWAY AT SANITARY SEWER
LATERAL TRENCH, WATER LINE TRENCH `\ N . 23.8 / \ \
AND ANY OTHER EXCAVATED AREAS. s'D.u.drs.E. 16.0' — —— —�1
(IF SITUATION OCCURS) 67.45' :* `
1892.61
5'WALK 1 wAIER UNE
NOTE: (SECONDARY AREAS — WESTCLAY) ______� " — I w
MAX. HEIGHT: 35' ON LOTS 100' AND LARGER a1, ACX a,� - - S.S.D.(TO EVE LINE) 30' ON LESS THAN 100'
/ ,
MAX. COVERAGE: 50%
eUF�KE DRIVE—--—
NOTE: (PRIMARY AREAS — WESTCLAY) 5°'
RAW
MAX. HEIGHT: 30'
BUILD—UP LINE: 2 STORIES 1 PER 50rc'89230
N
MAX. COVERAGE: 50%
NOTE: PAD ELEVATION SHOWN IS PER PLANS
AND IS NOT THE AS—BUILT ELEVATION.
I, Dennis L. Grumpp, duly licensed Land
Surveyor, Indiana # S0303, do
NOTE: THE INFORMATION FOR THE ELEVATION hereby certify that in my opinion, if
DIFFERENCE BETWEEN THE PRIMARY FINISHED the finished grades are constructed
asFLOOR ELEVATION TO THE TOP OF BASEMENT the shown, the Surface satisfactory
Drainage on
subject lot, will be satisfa
WALL AND TO THE BASEMENT FINISHED FLOOR for Residential Construction.
WAS PROVIDED BY THE BUILDER.
00011I I alai////i/ii���ii
NOTE: °a,5 L. �,P//,,'''''��,
THE BASEMENT ELEVATION DEPICTED HEREON HAS BEEN DETERMINED &C,:�F, Fo•. ,o
AND BASED UPON THE PAD GRADES AND OR CONTOURS TAKEN FROM _; 4 NO•
THE CONSTRUCTION PLANS FOR THE SUBDIVISION. UNLESS STATED, NO S0303
INFORMATION ABOUT FLUCTUATING WATER TABLES, SOIL CONDITIONS OR
SOIL TYPES WITHIN THE BUILDING AREA HAS BEEN PROVIDED OR STATED STATE OF
ON SAID PLANS. IT IS RECOMMENDED THAT BASEMENT FINISHED FLOOR l iN pI ANP.:
ELEVATIONS BE AT LEAST (2) FEET ABOVE THE NORMAL POOL ELEVATION �i�q/1/O•''••• • ••''C
OF ANY ADJOINING BODIES OF WATER UNLESS A STUDY OF FACTS �iii� ��////SIR...`\(��,����������\
REVEALS OTHERWISE. IF DURING THE EXCAVATION PROCESS, ANY GROUNDWATER
IS WITNESSED, THE SCHNEIDER CORP. SHOULD BE NOTIFIED IMMEDIATELY.
PREPARED FOR: THE GRO BASEMENT ELEVATION EABOVET DWATER LEVEL AND ADDITIONAL CONSTRUCTION TECHNIQUES SHOULD 'I)2___ L .
WILLAIM GORDON GROUP BE INCORPORATED TO ALLEVIATE FUTURE PROBLEMS.
PLOT PLAN LOT # 775
VILLAGE OF WESTCLAY SECTION 5006-A
INSTR. # 200100054092 PC # 2 SLIDE # 654
JOB # 02-2369-14
12408 BRANFORD STREET
06/14/02 DJR