HomeMy WebLinkAboutSite Development Plan\
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SITE PLAN NOTES:
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1. ALL RADII AND STREET DIMENSIONS SHALL BE MEASURED TO BACK
OF ROLL CURB OR FACE OF INTEGRAL CURB AND WALK. ALL
DIMENSIONS TO THE BUILDING ARE TO THE OUTSIDE OF BUILDING.
FOUNDATION WALL.
2. ALL RADII TO BE 5 FOOT UNLESS OTHERWISE NOTED.
3. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE
ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION.
4. SEE ARCHITECTURAL PLANS FDR DETAILS OF BUILDINGS AND
BUILDING DIMENSIONS. " NyPZERMp\N ,,` �\
5. ALL PARKING AREAS TO BE CURBED WITH 2 FOOT ROLL CURB OR °I,.-
INTEGRAL CURB AND WALK AS SHOWN. FX\S� 6 ''W �/
' � � PRD � 9� �X.•1, ti0� q1 ��. � .� �a , �` ` \
6. ALL PARKING STALLS SHALL BE 9'X20' OR 9'X18' WHERE ADJACENT
70SIDEWALK
TO OR GRASS
PARKINGAREA.
L. WHERE
FEET INTEGRAL
EGR L CURB
ANDABE
WALK
A S
DE
UTILIZEDADJA
AS PARKING AREA 0 ERHANG. \S(\NGF \-\k�
PARKING STALLS ARE DIMENSI NED TO THE FACE OF CURBS; WHERE ROLL LX
CURB IS ADJACENT, ADD 2 FET FOR OVERALL DIMENSION (AT EACH END)
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7. TEMPORARY TRAFFIC CONTROL. DURING CONSTRUCTION TO CONFORM 9n i �cp
TO APPLICABLE LOCAL STANDARDS.
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8. SAW CUT ALL PAVEMENT EDGES WHERE PAVEMENT IS TO BE REMOVED.
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9. ALL SANITARY SEWER WORK T BE COMPLETE PRIOR TO CONSTRUCTION _ - ___ - RO!\ i 9 9" 2a �� 3 ',� �'� \
ACTIVITIES ON OR AROUND EXIS ING SEPTIC FIELDS. 2 - �' \\
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10. NO ENTRANCE DRIVES EXIST Oq THE EAST SIDE OF S.R. 421 FOR , ��% , 6• o %5n 2a O ` " `'SO
APPROXIMATELY 1000 FEET NORTH OF THE INTERSECTION AT 106TH. ST. / 9593 _ " *
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11. SITE V1SIBILTY IS OVER 1500 FEET IN EACH DIRECTION.
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12. ALL INTERIOR DRIVES SHALL HAVE TWO WAY VEHICULAR TRAVEL PATERNS. g6' g6� 11" \. h�+
INA e,
13. CURBS IN BOTH COUNTY & STATE R/W SHALL BE TYPE"C" (SEE SHEET C801)
14. SEE COVER SHEET FOR STORN SEWERS TO BE REMOVED
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15. ALL SHOP DRAINS SHALL BE ONNECTED TO SANI7ARY SEWER.
AND OR REMOVAL OF GREASE TRAPS AND OR OIL Spp 95.2 RSP' . a �g. \pS'` h�� un
INSTALLATION
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SEPARATORS SHALL CONFORM WTH APPROPRIATE LOCAL, STATE ` 1 / -- 604 :
AND FEDERAL AGENCIES. �-
5c 16" \\ '
,g9q 55 9530 p 'S9
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7-
24"
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TC 93:92 Pf °+ 95aG 955p.
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60019
403 - cAG \�\ 6e OPOS�� co
A�oJ� 95 2 S B ��\� '• �z
612 TC=895.5 \ . PR \S� F\� + �, 90 ,�� : a y� 610 7
15' BUILDING LINE fig' % \\ F g59p Q'.P\
5 1\
EXISTING LAKE `� ^� v
& 15' S.D. & U.E.
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/ A 611 k"
100 YEAR ELEV.=892.5
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NORMAL POOL=888.5 ; 5 g9 .%, Vim. \\ �oERHl21 gS'+`�� 1G -g9 OQ 5
l Op arn. 6 0 7 E
x}02 gg. s i 16e
TC= 12-
s
893.5 � ;: �, , _ pN Q p,0 - 6 p�6 •, �,
\\ f C
NP �; q. 9s e.�,
t2s 5e EXISTING SIGN TO REMAIN
_ S 4p SG'
pg 616 g9 5.2 ggq 65 �+ a�+ .
o, a' P� * 6 06
A.o
6 5 V\ 12"
10b EXISTI G ENTRANCE 70 BE REMOVED
�` r,, '. _ 995 h:.�-• cj ` J` '+ Z7 \ Q
9616 / \\\ 10b NOF E�S� \4a \.`` �. Q
4e 5b' 617 SEF SNZ. '/ 3b 00
4e
m g o3 1 off° ��1 s \
\NG RFS QLA s o J. \ y \
EX. 12
"�. W
2'__GATE
gl,
`3
6b
BLACK VINYL 5e �\{ ODM �..•- ' �`• \
CHAIN LINK FENCE
T \
�� r\Si A-
?\Y
?\Y ® 5c �h : J EXIST. S N TO BE REMOVED
32s�
175 i _
CONG
i9s t9s 19s , TRASH PAD SV\RE� Bu 31u
/ x 7' BLACK VINYL
15' BUILDING LINE _ ,�� �� / A\ / CHAIN LINK FEN �� 15u 9u ���
& 15' S.D. & U.E. / - % +
GATE j/ \\ SLIDING ---
--- -
/ \\- B
GATE
T C=895.03
36618 , . 50' BUILDING LINE 12u l 93.4 g
_94.74
94.99 TC=4 SSD
T l \J ��' ' 96.40 94.95 s 5 895.0
896.5 30' GREENBELT 30r \\ F 400 z4 + 93.1
401 �- '
9.
8
_ - PROPOSED
EX. 92.0 92.5 9 93.1 93.3 96.8 a --,+: - �1.� _ _ -- __ _ - - G --
W �.
97.10 96A7 -8 a o - D ;.._ G --- G
-��
- _ o ° 4" SS
a512Rw
0
189
NEW VEHICLE INVENTORY
00
128
USED VEHICLE INVENTORY
U-
40
N
oos
136
SERVICE
W
60
EMPLOYEE
00
I
CLSTOMER
�� y,
*' 20491 '*=
11
STATE OF
o�
CERTIFIED
10-/5-90 DA'
619
REGRADE SWALE 0 0.50 ; -r --, -- G �? -
-,
......
„.
SEE SHT. C401 FOR W. 1 06 t it 1tSt
PROPOSED BEEHIVE TO BE
STORM DETAIL
EXISTING ENTRANCE 70 BE REMOVED CONSTRUCTED OVER EX.
FIELD TILE 7C=892.64
NEENAH R -4341-A
„F
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REVISIONS
1-7-91 REVISED PER T.A.C. COMMENTS
3-12-91 REVISED LIGHTING LAYOUT & MISC REVISIONS
4-19.91 41YvaA.,xV ADDED /J•E. FgcFBIZ; ` CoR..JE1Z 9V_
PAUL I. CRIPE INC. CIVIL ENGINEERING ENG CHK:
• LAND SURVEYING
7172 GRAHAM ROAD • ARCHITECTURE TECH. CHK:
INDIANAPOLIS, INDIANA 46250
1317) 842-6777 • LAND PLANNING
STRAW BALE
LEGEND
STANDARD MANHOLE
400 --_._TYPICAL STRUCTURE
NUMBER
C'URR INI FTS
VI I%,I1 V- IL - -
INLET MANHOL,
RIP RAP
VD SECTION
SANITARY SEWER
STORM SEWER
EXISTING SPOT ELEVATION
gaa PROPOSED SPOT ELEVATION
EXIST. ASPHALT TO BE REMOVED
p TREE PIT (SEE LANDSCAPE PLAN)
PROPOSED LIGHT FIXTURE(SEE LIGHTING PLAN)
-- EXISTING LIGHT FIXTURE TO REMAIN
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PARKING
•.,.,a,,. ;,xa�;� 288 REQUIRED: 63,077 SO. FT. INDOOR AREA -300=210
154,800 SG. FT. OUTDOOR SALES AREA ='2000=78
288
3 LOADING BERTHS REQUIRED, 3 PROVIDED.
583 PROPOSED FARKING
00
189
NEW VEHICLE INVENTORY
00
128
USED VEHICLE INVENTORY
00
40
BODY SHOP
oos
136
SERVICE
ooe
60
EMPLOYEE
00
30
CLSTOMER
583
SITE COVERAGE SCHEDULE
GROSS AREA 9.17 Ac. t
- R/W -0.65 Ac.t
o' sP NET AREA
8.52 Ac.t
HOLEY MOLEY"
DONT
SEZ.
DIG -
BLIND
1-800-382-5544
CALL TOLL FREE
1-800-428-5200
FOR CALLS OUTSIDE OF INDIANA
PROPOSED: BUILDING (INCLUDING CANOPY) COVERAGE 16.78% (OF NET)
\ PROPOSED: ASPHALT AND WALKS 65.37% (OF NET)
EXISTING: BUILDING 7.5% (OF NET)
........ \ EXISTING: ASPHALT AND WALKS 54.9% (OF NET)
APPROVAL PENDING
NOT FOR CONSTRUCTION
DRAWN BY: SCALE;DATE: CLIENT:
B. T. 1" = 50' 12-17-90 PEARSON FORD
DRFTNG. CHK: DRAWING TITLE: SITE DEVELOPMENT PLAN
DWG. TYPE I FILE NUMBER
JOB NUMBER
41 11 121
SHEET:
C201
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