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RESIDENTIAL
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7
Lot 23
The Reserve at Spring Mill
Section 1
P.C. 1, Slide 429 - I
C)
Inst. No. 94 -27146
Lot 22
The Reserve at Spring Mill
Section 1 /
P. C. i, Slide 429 /
Inst. No. 94 -27146 /
Lot 21
The Reserve at Spring Mill
Section 1
P.C. 1, Slide 429
Lot 20
The Reserve at Spring Mill
Section 1
P.C. 1, Slide 429
Inst. No. 94 -27146
Inst. No. 94 -27146
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RESIDENTIAL
/ Fence 1.1'S /
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T.C. - 839.98
Inv. -825.1 \\
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S.81-0 834 "E 14 Go, Rq WITH THE PROJECT.
�- �s �D 12) THE LOWEST FLOOR ELEVATION RECEIVING GRAVITY SERVICE MUST BE A MINIMUM OF ONE (1) FOOT ABOVE THE
S' 78�Jcloiht TOP OF CASTING OF THE NEAREST SANITARY SEWER MANHOLE, OR A GRINDER PUMP SHALL BE REQUIRED.
2 E 13) ALL DIMENSIONS ARE BASED ON FACE OF CURB OR BACK OF ROLL CURB OR FACE OF BUILDING.
14) SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING, BUILDING DIMENSIONS, ATM RELATED DETAILS, AND
I I Son MH SIGNAGE SPECIFICATIONS. DO NOT STAKE BUILDING FROM THESE PLANS.
T. C. - 840.41 15) COORDINATE CONSTRUCTION ACTIVITIES WITH ADJOINING WORK. VERIFY EXTENT OF ADJOINING WORK AND
!
Inv.-825.7
COORDINATE AS REQUIRED.
1 ` ' 16) FIELD VERIFY EXISTING CURBS AND TAPER PROPOSED VERTICAL CURBS TO MATCH WITHIN A MIN. OF THREE (3)
I i ;
FEET.
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I COPING, BLUFF LIMESTONE
Light I 1 (n
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TOP OF BLOCK
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o ' 15' Water Line
� - Inst. #92 -2836
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on cons. pad
69.27'
S.90'00'00 "E.
12.0 BLDG. 9762 S.F.
41.3
4o.
20 F.F.E. 839.90
_26.1 .1
34.6 4.9 O
No known eosqment
for this pump y0&m
25' Buffer 40.2
ood Board 45.3 6 HVAC UNITS
Fence
1 2.7
AN
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INDUSTRIAL T.C. - 834.51
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Inv -825.3 t
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7
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- 108.00
8" STANDARD FACE
BLOCK (TOP COURSE
ONLY)
#4 BARS @ 24" O.C.
GROUT CORES FULL
8" CONCRETE BLOCK
W/ STANDARD BRICK FACE
6" CONCRETE SLAB W/
FIBERMESH ON 6" COMP.
GRANULAR FILL
(SEE SITE PLAN FOR
EXTENT OF CONC. SLAB)
6" BRICK LEDGE
FLOOR ELEVATION
1' = 100.00'
#5 BAR TOP AND BOT. -
BOTTOM OF FOOTING
= 97.33'
WALL SECTION
Facing Material 2 x 2" x 5/16"
Welded Steel
8 Concrete Treated Wood Tube Frame
Block Wall
4' 4'
6" Typi al - - 2"
E
CD
06 -
d-
o Concrete
Pavement Footbolt
r 1 r -i
LLLI
i
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LEGEND • � � 00
l� FH# EXIST. FIRE HYDRANT O IT U
WM 0 O = EXIST. WATER METER /VALVE w
(8 = EXIST. SIGN IT IT �
0 = EXIST. MONITOR WELL 00 00
• PKF = EXIST. IRON PIN & OR PK (SET /FOUND) ry *.,4 O V
®GM 0 GMO = EXIST. GAS METER en M r00 1:4
® = EXIST. GAS VALVE x W
® = EXIST. STORM INLET w
Q MH = EXIST. STORM /SAN. /TELE. MANHOLE a
EM® O ® = EXIST. ELECTRIC METER
® _ EXIST. POWER POLE /POWER POLE w/ LIGHT
GAC EXIST. GUY ANCHOR 0 W
T. Ped ® 0 = EXIST. TELEPHONE PEDESTAL A Z
® = HVAC UNIT jam]
c0; = EXIST. CLEANOUT
FMB = MAILBOX p
= EXIST. LIGHT
0BOL = EXIST. BOLLARD
_ - EXIST. SANITARY SEWER LINE O
EXIST. STORM SEWER LINE ^
EXIST. CONTOURS w W
= CONCRETE END SECTION (C.E.S.) a
0 cP = GATE POST
= TRANSFORMER 0
-- - = RIGHT -OF -WAY LINE
N A
- - - - - = PROPOSED SANITARY SEWER LINE w Z
PROPOSED STORM SEWER LINE
STM = PROPOSED HDPE ROOF DRAIN w Z
0 = PROPOSED PIPE BOLLARD r►�
0 = PROPOSED MANHOLE w{
--- = PROPOSED CONTOURS 04
894.50 = PROPOSED ELEVATION O
DRAINAGE FLOW ARROW
W = WATER LINE
G = GAS LI N E 0 M--1
F.F.E. = FINISH FLOOR ELEVATION
TC = TOP OF (MANHOLE / INLET) CASTING O z
INV = INVERT (BOTTOM) ELEVATION OF (PIPE) Z w
RCP = REINFORCED CONCRETE PIPE l--1 l�
CMP = CORRUGATED METAL PIPE
PVC = POLYVINYL CHLORIDE PIPE
STR. = STRUCTURE U
M.E.G. = MATCH EXISTING GRADE
SSD = SUB - SURFACE DRAINAGE
TOC = TOP OF CURB 0
GUT = GUTTER
OUL = OVERHEAD UTILITY LINE
T = TELEPHONE LINE
TBM = TEMPORARY BENCHMARK Q,
E = ELECTRIC LINE 0 I�
O Ln C14 U to 0
® = NUMBER of PARKING SPACES z N w o a� o
Q M X
wo z`° z E x E
0 3 �° Q a o w w L
CD W 04 ° d O
�7
0. Q Q Q
PLAN NOTES:
O1 ASPHALT PAVING PER DETAIL ON SHEET C201
0
2 PAVEMENT FLUSH WITH SIDEWALK Q
o
O6" CONCRETE CURB PER DETAIL ON SHEET C201 Cn
Ld
z
O4 MATCH EXISTING PAVEMENT :2
0
ORETAINING WALL
w
TAPER CURB WITHIN 3' o
O
O7 CONCRETE CURB FACED WALK PER DETAIL ON SHEET C201.
OS CONCRETE WALK PER DETAIL ON SHEET C201. Ld
a_
Og PROPOSED STOP SIGN o
z C
O
10 PROPOSED 24" PAINTED STOP BAR Ld
11 PROPOSED " `� 4
O
4 PAINTED PARKING LINE
12 ADA PARKING SIGN - 1 VAN ACCESSIBLE REQUIRED (TYP)
13 PAINTED BLUE ADA ACCESSIBLE AISLE - 1 -5' WIDE, 1 -8' WIDE (TYP)
14 PAINTED ADA PARKING SYMBOL - WHITE WITH BLUE BACKGROUND (TYP)
15 CONCRETE PARKING BARRIER, SEE DETAIL ON SHEET C201
16 DUMPSTER ENCLOSURE, SEE DETAIL THIS SHEET
17 GROUND SIGN LOCATION
18 ADA RAMP
Face of Wall 1 g 2' DEPRESSED CURB, SEE DETAIL ON SHEET C201
1/4" Plate Welded
To Top Of Pipe 20 ASPHALT PAVING IN RIGHT -OF -WAY, SEE DETAIL ON SHEET C201
1' -2"
21 2 BICYCLE PARKING SPACES, SEE DETAIL ON SHEET C201
6" Dia. Sch. 40
�- Steel Pipe 22 10' ASPHALT PATH, SEE PATH DETAIL SHEET C201
1 " Dia. "L" Shaped
Steel Hinge Pins
Weld To Pipe
6" Vertical
3" Horizontal
6" Pipe Sleeve p
Hinge, Weld To
Cate Frame
1/2" Dia. x 4" Welded
Stud Anchors Typical
2' Dia. Concrete
Footing
m
FRONT ELEVATION
DUMPSTER ENCLOSER DETAIL
�'707D0 Z�
4 I 3
- MAXIMUM PARCEL COVERAGE-
PAVEMENT & BUILDING:
26,128 S.F.
51,706 S.F. = TOTAL LOT
COVERAGE:
50.53
SCALE: 1 " = 20'
0 10 20 40
2
- PARKING SUMMARY-
PARKING REQUIREMENT:
1 SPACE PER 250 S.F.
9762 S.F. = 39 SPACES
PARKING PROVIDED:
39 - TOTAL SPACES
Call 1- 800 - 382 -5544
2 WORKING DAYS
BEFORE YOU DIG.
"i
T'S THE LA W "
INDIANA UNDERGROUND PROTECTION SERVICE, INC.
GAUTIONII
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS,
VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION
PLEASE CALL 'HOLEY MOLEY'
TOLL FREE
���� \111111111► / / /�� �
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-_ 1 92:
-
�O Q S OF
NAL
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JAMES K. SHINNEMAN P.E. 10200392
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SHEET NO. °
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PROJECT NO. a
W07.0251 :_
5 4
4 3 2
GENERAL NOTES:
/ 1
1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE
OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION.
/ 2
2) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN
,l
THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION
3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE
UTI LITI ES.
Iis 4
4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND
. C
Curb Inlet S
SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS.
Gutter - 838.33 / 5
T. C. - 838.7
5) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR
f! Inv -829.3 G
Gutter -83 .
PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH.
.40 P
6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY
In v -830.6 S
SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
l 8 f
7) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL
l
f T
THROUGHOUT THIS PROJECT.
Beehive I
9) BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS
118 » T. C.
- 838 F
FOR EXACT INFORMATION.
9t) 1
11 �
10) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND POSITIVE DRAINAGE PRESERVED.
lin e
so
1
11) THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED
o ' 15' Water Line
� - Inst. #92 -2836
R14.5
13.9
t i It l j -I i
§i \a^^-)
C-
i i t _
IEsm t.
00 I
I I U I
I = I Fro adius Point
IT
TI
o $ S.9 000100 "W.
oil
I
3 i
R5.5 `C 0 1s �C I; r 4 19 26,
of
z� 14 9 I\ I I
�•
O I R29.5 \\� c
1 II � I 11
1 ; 1I
6:0. 1\ I ( I a CIO
120.0 2
3
I }
14 6.0 I \� I ro I' 26'
_
C; LF'
f. °
.a.
4
-Fence 0.4'SE s Q 22. Q
of line O 4 °
'0 10.0 FN 6. \C 36.0
1s4.6
Q ° a 5
t R4.5 ,� A �
I. .
A A
4.8 a .8 5.0,
1 a Os O
if
26. 13.9 25.0 R4.5
z 1 a; 36.0
Q_ 20.0
03
O
W
W
v
Pump system
on cons. pad
69.27'
S.90'00'00 "E.
12.0 BLDG. 9762 S.F.
41.3
4o.
20 F.F.E. 839.90
_26.1 .1
34.6 4.9 O
No known eosqment
for this pump y0&m
25' Buffer 40.2
ood Board 45.3 6 HVAC UNITS
Fence
1 2.7
AN
47.4
or
(1 5
V�J I..LJ
I \ 1 I Q�
6.1\ I : w
6.5
6.0 Ve�Ctren Gas, \y I I o -f I
17.9 p IPL (Electric), \\ I I o -� - j
& A &T (Tele) \� I o Q
.o i
Dore mar ed "cleor" I\ I ( o Z 1
irr
s
�' = a
L�
l co i
40.2
TE
10.1
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\y\ I I I
47 \\ I I I I 93 I C
V 22
To Radius P int
f
S.90 °00'00" . \ I I I I
\ I II
2.7 I I I
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\� Temporary
I \ \ I I Ben ch m ark
I I\ 11 ,I
21.3 \ \ I
MH
I I Li ht an
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Q.
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47.1
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Ped tl® I I I1 i
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47.4 l V I Q0
\ 22 ! I I ? I
01 ldf
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O
5 N.90 000'00 "W. 21 1. ' 9.9 I I j I
Aba�ed MH I I�
Jam.- 835.75
Water ,
Pump®
l o ltf •c t?
\ # t
I � -
f Wote
e o ��� , i o ;
•� d9 v �l� Ii
\° ; I I i 1 i
100 YR FLOOD EL. 831.44
�In v- 825.34
/ I / Beehive Inlet '
INDUSTRIAL T.C. - 834.51
�iP� l �
/ l 1
Inv -825.3 t
4i �f
7
C�
5
- 108.00
8" STANDARD FACE
BLOCK (TOP COURSE
ONLY)
#4 BARS @ 24" O.C.
GROUT CORES FULL
8" CONCRETE BLOCK
W/ STANDARD BRICK FACE
6" CONCRETE SLAB W/
FIBERMESH ON 6" COMP.
GRANULAR FILL
(SEE SITE PLAN FOR
EXTENT OF CONC. SLAB)
6" BRICK LEDGE
FLOOR ELEVATION
1' = 100.00'
#5 BAR TOP AND BOT. -
BOTTOM OF FOOTING
= 97.33'
WALL SECTION
Facing Material 2 x 2" x 5/16"
Welded Steel
8 Concrete Treated Wood Tube Frame
Block Wall
4' 4'
6" Typi al - - 2"
E
CD
06 -
d-
o Concrete
Pavement Footbolt
r 1 r -i
LLLI
i
1
LEGEND • � � 00
l� FH# EXIST. FIRE HYDRANT O IT U
WM 0 O = EXIST. WATER METER /VALVE w
(8 = EXIST. SIGN IT IT �
0 = EXIST. MONITOR WELL 00 00
• PKF = EXIST. IRON PIN & OR PK (SET /FOUND) ry *.,4 O V
®GM 0 GMO = EXIST. GAS METER en M r00 1:4
® = EXIST. GAS VALVE x W
® = EXIST. STORM INLET w
Q MH = EXIST. STORM /SAN. /TELE. MANHOLE a
EM® O ® = EXIST. ELECTRIC METER
® _ EXIST. POWER POLE /POWER POLE w/ LIGHT
GAC EXIST. GUY ANCHOR 0 W
T. Ped ® 0 = EXIST. TELEPHONE PEDESTAL A Z
® = HVAC UNIT jam]
c0; = EXIST. CLEANOUT
FMB = MAILBOX p
= EXIST. LIGHT
0BOL = EXIST. BOLLARD
_ - EXIST. SANITARY SEWER LINE O
EXIST. STORM SEWER LINE ^
EXIST. CONTOURS w W
= CONCRETE END SECTION (C.E.S.) a
0 cP = GATE POST
= TRANSFORMER 0
-- - = RIGHT -OF -WAY LINE
N A
- - - - - = PROPOSED SANITARY SEWER LINE w Z
PROPOSED STORM SEWER LINE
STM = PROPOSED HDPE ROOF DRAIN w Z
0 = PROPOSED PIPE BOLLARD r►�
0 = PROPOSED MANHOLE w{
--- = PROPOSED CONTOURS 04
894.50 = PROPOSED ELEVATION O
DRAINAGE FLOW ARROW
W = WATER LINE
G = GAS LI N E 0 M--1
F.F.E. = FINISH FLOOR ELEVATION
TC = TOP OF (MANHOLE / INLET) CASTING O z
INV = INVERT (BOTTOM) ELEVATION OF (PIPE) Z w
RCP = REINFORCED CONCRETE PIPE l--1 l�
CMP = CORRUGATED METAL PIPE
PVC = POLYVINYL CHLORIDE PIPE
STR. = STRUCTURE U
M.E.G. = MATCH EXISTING GRADE
SSD = SUB - SURFACE DRAINAGE
TOC = TOP OF CURB 0
GUT = GUTTER
OUL = OVERHEAD UTILITY LINE
T = TELEPHONE LINE
TBM = TEMPORARY BENCHMARK Q,
E = ELECTRIC LINE 0 I�
O Ln C14 U to 0
® = NUMBER of PARKING SPACES z N w o a� o
Q M X
wo z`° z E x E
0 3 �° Q a o w w L
CD W 04 ° d O
�7
0. Q Q Q
PLAN NOTES:
O1 ASPHALT PAVING PER DETAIL ON SHEET C201
0
2 PAVEMENT FLUSH WITH SIDEWALK Q
o
O6" CONCRETE CURB PER DETAIL ON SHEET C201 Cn
Ld
z
O4 MATCH EXISTING PAVEMENT :2
0
ORETAINING WALL
w
TAPER CURB WITHIN 3' o
O
O7 CONCRETE CURB FACED WALK PER DETAIL ON SHEET C201.
OS CONCRETE WALK PER DETAIL ON SHEET C201. Ld
a_
Og PROPOSED STOP SIGN o
z C
O
10 PROPOSED 24" PAINTED STOP BAR Ld
11 PROPOSED " `� 4
O
4 PAINTED PARKING LINE
12 ADA PARKING SIGN - 1 VAN ACCESSIBLE REQUIRED (TYP)
13 PAINTED BLUE ADA ACCESSIBLE AISLE - 1 -5' WIDE, 1 -8' WIDE (TYP)
14 PAINTED ADA PARKING SYMBOL - WHITE WITH BLUE BACKGROUND (TYP)
15 CONCRETE PARKING BARRIER, SEE DETAIL ON SHEET C201
16 DUMPSTER ENCLOSURE, SEE DETAIL THIS SHEET
17 GROUND SIGN LOCATION
18 ADA RAMP
Face of Wall 1 g 2' DEPRESSED CURB, SEE DETAIL ON SHEET C201
1/4" Plate Welded
To Top Of Pipe 20 ASPHALT PAVING IN RIGHT -OF -WAY, SEE DETAIL ON SHEET C201
1' -2"
21 2 BICYCLE PARKING SPACES, SEE DETAIL ON SHEET C201
6" Dia. Sch. 40
�- Steel Pipe 22 10' ASPHALT PATH, SEE PATH DETAIL SHEET C201
1 " Dia. "L" Shaped
Steel Hinge Pins
Weld To Pipe
6" Vertical
3" Horizontal
6" Pipe Sleeve p
Hinge, Weld To
Cate Frame
1/2" Dia. x 4" Welded
Stud Anchors Typical
2' Dia. Concrete
Footing
m
FRONT ELEVATION
DUMPSTER ENCLOSER DETAIL
�'707D0 Z�
4 I 3
- MAXIMUM PARCEL COVERAGE-
PAVEMENT & BUILDING:
26,128 S.F.
51,706 S.F. = TOTAL LOT
COVERAGE:
50.53
SCALE: 1 " = 20'
0 10 20 40
2
- PARKING SUMMARY-
PARKING REQUIREMENT:
1 SPACE PER 250 S.F.
9762 S.F. = 39 SPACES
PARKING PROVIDED:
39 - TOTAL SPACES
Call 1- 800 - 382 -5544
2 WORKING DAYS
BEFORE YOU DIG.
"i
T'S THE LA W "
INDIANA UNDERGROUND PROTECTION SERVICE, INC.
GAUTIONII
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS,
VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION
PLEASE CALL 'HOLEY MOLEY'
TOLL FREE
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SHEET NO. °
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PROJECT NO. a
W07.0251 :_
4 PAINTED PARKING LINE
12 ADA PARKING SIGN - 1 VAN ACCESSIBLE REQUIRED (TYP)
13 PAINTED BLUE ADA ACCESSIBLE AISLE - 1 -5' WIDE, 1 -8' WIDE (TYP)
14 PAINTED ADA PARKING SYMBOL - WHITE WITH BLUE BACKGROUND (TYP)
15 CONCRETE PARKING BARRIER, SEE DETAIL ON SHEET C201
16 DUMPSTER ENCLOSURE, SEE DETAIL THIS SHEET
17 GROUND SIGN LOCATION
18 ADA RAMP
Face of Wall 1 g 2' DEPRESSED CURB, SEE DETAIL ON SHEET C201
1/4" Plate Welded
To Top Of Pipe 20 ASPHALT PAVING IN RIGHT -OF -WAY, SEE DETAIL ON SHEET C201
1' -2"
21 2 BICYCLE PARKING SPACES, SEE DETAIL ON SHEET C201
6" Dia. Sch. 40
�- Steel Pipe 22 10' ASPHALT PATH, SEE PATH DETAIL SHEET C201
1 " Dia. "L" Shaped
Steel Hinge Pins
Weld To Pipe
6" Vertical
3" Horizontal
6" Pipe Sleeve p
Hinge, Weld To
Cate Frame
1/2" Dia. x 4" Welded
Stud Anchors Typical
2' Dia. Concrete
Footing
m
FRONT ELEVATION
DUMPSTER ENCLOSER DETAIL
�'707D0 Z�
4 I 3
- MAXIMUM PARCEL COVERAGE-
PAVEMENT & BUILDING:
26,128 S.F.
51,706 S.F. = TOTAL LOT
COVERAGE:
50.53
SCALE: 1 " = 20'
0 10 20 40
2
- PARKING SUMMARY-
PARKING REQUIREMENT:
1 SPACE PER 250 S.F.
9762 S.F. = 39 SPACES
PARKING PROVIDED:
39 - TOTAL SPACES
Call 1- 800 - 382 -5544
2 WORKING DAYS
BEFORE YOU DIG.
"i
T'S THE LA W "
INDIANA UNDERGROUND PROTECTION SERVICE, INC.
GAUTIONII
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS,
VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION
PLEASE CALL 'HOLEY MOLEY'
TOLL FREE
���� \111111111► / / /�� �
S H/N �O+
-_ 1 92:
-
�O Q S OF
NAL
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JAMES K. SHINNEMAN P.E. 10200392
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SHEET NO. °
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PROJECT NO. a
W07.0251 :_
1 " Dia. "L" Shaped
Steel Hinge Pins
Weld To Pipe
6" Vertical
3" Horizontal
6" Pipe Sleeve p
Hinge, Weld To
Cate Frame
1/2" Dia. x 4" Welded
Stud Anchors Typical
2' Dia. Concrete
Footing
m
FRONT ELEVATION
DUMPSTER ENCLOSER DETAIL
�'707D0 Z�
4 I 3
- MAXIMUM PARCEL COVERAGE-
PAVEMENT & BUILDING:
26,128 S.F.
51,706 S.F. = TOTAL LOT
COVERAGE:
50.53
SCALE: 1 " = 20'
0 10 20 40
2
- PARKING SUMMARY-
PARKING REQUIREMENT:
1 SPACE PER 250 S.F.
9762 S.F. = 39 SPACES
PARKING PROVIDED:
39 - TOTAL SPACES
Call 1- 800 - 382 -5544
2 WORKING DAYS
BEFORE YOU DIG.
"i
T'S THE LA W "
INDIANA UNDERGROUND PROTECTION SERVICE, INC.
GAUTIONII
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS,
VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION
PLEASE CALL 'HOLEY MOLEY'
TOLL FREE
���� \111111111► / / /�� �
S H/N �O+
-_ 1 92:
-
�O Q S OF
NAL
�O A
JAMES K. SHINNEMAN P.E. 10200392
cn
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SHEET NO. °
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PROJECT NO. a
W07.0251 :_
