HomeMy WebLinkAboutC101 Existing Conditions/Demolition PlanN
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T(A)
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OVERHEAD
ELECTRIC
FACE OF BUILDING
.r
T(A
OVERHEAD J
ELECTRIC
E' E
EXISTING METAL BUILDING
FACE OF BUILDING
T(A)
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EXISTING METAL BUILDING
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UTILITY POLE w/1
IBM (MAC N SET 2' UP ON s
N.W. SI E. E#EV 843.22'
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1101-N= 840.45 W
INV E= 835.95
INV W= 835.74
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11 =1
TELEPHONE
PEDESTAL
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ONE
PFD TAL
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T(A))
R10. 0,
F_(A)
R3.0'-
ERA)
ASPHALT
ALLEY
ECA)
8" RISER
UTILITY POLE w /EL fRIC DROP
TBM (MAC NA SET 2' UP ON
N.W. SIDE. E 6EV 843.22'
a
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0
T(A)
R10.0'
ASPHALT
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a 6" LEGAL
DRAW 131E
REGULAJTED
ARAINf
A
C& 8 (8r ORfWjr
)TA')AT R/W
NORTH UNE NW 1/4
5 060.000 SEC. 12, T17N, R3E
S88 E 2688.98'
p
1,7
CURB (8 OTHERS)
STOPS AT R/4
E <A) J F.c
8910'57
I 043.14
WATER METER
GAS MET
ELE C.
I
XISTING
M BUILDING
844.09
,^y A.
d
(A f E( E(A) A? E(A)
WM
r2
urw
B42
FACE OF BUILDING
EXISTING SITE AND DEMOLITION PLAN
COMPACTED SUBGRADE
1 H.A.C. #11 SURFACE
2 H.A.C. #8 BINDER
4' #53 STONE
4 #2 STONE
ASPHALT PAVING SECTION
(No SCALE)
NORTH LINE NW 1/4
SEC. 12, T1 7N, R3E 060.000 A 2668.98'
21.2'
20.5'
r
w 10`X1
PAD
T<A)
rAis
V
15.9'
NV= 843.05
C1
4
T(U)
E lA)
STM 5 R #704 (SEE DETAIL)
OPEN GRATE (EMERGENCY OUT)
TC= 842.30
NV 837.00
106TH STREET
V
T(A) T(
m 6 Ex Si EWALK (BY OTHER)
LOT 239
lT K
0
EXISTING
METAL BUILDING
FFE 844.
51.0'
BURIED TELEPHONE
BURIED LEC TRIC
12.0' 0
843
20' EASFMFNT
T?D) 77 1 :<u ECA) E(aJ CU7
080.000 "A"
ELEC. METER
oe
G C)) B-.,
(Br O943S)
75' STA TUTORY EASEMEN
9T•
75 0'
1
81.4' j 1
PROPOSED BUILDING I
ADDITION 1
FFE 8 09 36.1'
=Lilt
110 l
�w I,i■
WUMM
Mean
EX. YARD DRAIN
TC= 841.01
F /L= 835.0
CHAIN LINK FENCE
SAN STR 63 BY OTHER)
V w CU$fi 1d1 y V
EX. 15 RdP(EJ �OT�N T<A
26.0'
E 0
I.
,76 6' HDPe
11 INV =842. k
IIIMIIIMMII- NM OPF72'
WA TER METER I NI. C Ge
W 1 11, J
E(A)
125' OF 12" RCP el),. 26%
T<A)
-R20.0' t�
OT 24011 C 0
4,
STM STR 4700
UFEH NEON LET
TC =844.45
INV= 837.75
12.0'
32.
E( A)
(HOMEPLACE
j REGULATED DRAIN)
84
FACE OF BUILDING
10 Q
i
5 43
2' OVERLAY
EX. PAVEMENT/
SETB
R3.0'
Q
5 100.000 "A"
Er- S. rtAI✓ (B r diy
6'
8970'5/"•
X X X
1/2 OF 16' ALLEY VACATED
PER D.R. 147, P. 274
1A WATER LINE
W
l
vve
E( A,
JELI=
1 �I
I I I EARTI4
BACKFILL
11
22'
x
TOPSOIL
EXISTING
GROUND
L
8" CURB: DETAIL
080.000 "A"
STM 5 162 BY
MANH
TC= 04
F '1136 82 V
V N= 83.40
INV w= 836.15
Ex CURB
{8Y 0 TH E.RS
E(A) E(A)
∎r
0
75.0'
r
V
TO) RA) T(a)TCA)
R10.0"
r.
3 0.0
F EC4 1
=non
0
5' ACCESS I SLE
62.6'
D
9.0'
TYP. OPEN
SOLID
E(A
O
1 `2
x x
FX. YARD DRAIN
TC= 841.01
F /L= 835.0
CHAIN LINK FENCE
V
:rt
x
60'
TC=
88 1 ?zgNV=
.5'
6
H
ExIS NC IOFH
STREET
A
ST STR 702
MANHOLE
42.50
37.38
20.0
SITE LAYOUT GRADING PLAN
YAR
Y(A,
RA TR :Y DINER
TC-8a3
v Fa839.02
My N.837.45
INV >Y= .20
VD
PAVEMENT
6" CURB DETAIL
--..7•
L111
III_
9.0'
TYP.
,2.2
R3.0'
STM S 1' 703 (SEE DET IL)
841
FLAT G' TE 80 SOLID TING
i NTR
80 OL BOX
TC =B4 f
GUTTE'•:
INY =6 I .33
h :'1111111111111111"
E SBOMAM T A M E
1/2 OF 16' ALLEY VACATED
PER D.R. 147, P. 274
5 720.000 "A"
T(A)
6'
5 100.000 "A"
r-). nr 1; s U
z
0
20.0'
TYP.
'10
8910'S7
EXISTING FRAME BUILDING
1,4" WATER LINE
-w- _-STM (8Y- 0O1ER)
CURB INL T
90'4
EXISTING
GROUND
22"
(NO SCALE)
0 RELOCATE UTILITIES AS REQUIRED. COORDINATE
WITH SERVICE PROVIDER AND ARCHITECTURAL
DRAWINGS FOR NEW LOCATION
0 REMOVE PAVING MATERIAL TO SUBGRADE
c:: REMOVE ALL STRUCTURES AND CONCRETE FROM
PROPOSED BUILDING LOCATION AS REQUIRED TO
42" BELOW FINISHED FLOOR ELEVATION
pun
a
.o'
.1
I0
wJ
4 LIMITS OF NEW BUILDING
c 5) REMOVE GUARDRAIL
(6) REMOVE STORAGE SHED
TOPSOIL
Ek. 1 RC (BY of
STM STR 701
CURB INLET
NEENAH R- 3286 -8V
s'x5' BOX
TC =842.60
G UTTER 842. 1 0
INV= 837.60
5.5'
T(A)
EXISTING 106TH
STREET R,0 W.
ELEV. 835.00±
x x
SCALE: 1" 20'
0 10 20 40
RETRACEMENT DESCRIPTION
LOTS #238, #239, #2.40, AND #241 IN
ORIN JESSUP LAND COMPANY ORIGINAL
PLAT OF HOME PLACE IN HAMILTON
COUNTY, INDIANA, AS PER PLAT THEREOF,
RECORDED IN DEED RECORD 103, PAGES
1 1 AND 12 IN THE OFFICE OF THE
RECORDER OF HAMILTON COUNTY, INDIANA.
TOGETHER WITH THE NORTH ONE HALF OF
THE VACATED ALLEY ADJOINING THE SOUTH
END OF THE ABOVE DESCRIBED LOTS IN
SAID ORIN JESSUP LAND COMPANY PLAT
OF HOME PLACE.
SITE BENCHMARK
IRON PIN AT WEIHE ENGINEERS OFFICE
(10505 NORTH COLLEGE AVENUE).
ELEVATION BY GPS 842.64' (NAVD88)
DEMOLITION NOTES:
6" CONCRETE APRON
ELEV.= 841
Las ---1
T(A
ce
L.l
(Jl
CO
W
0
0
a
ELEV. 836.90
STM S 4 BY OTHER)
ANHO
T0= 843.42
INV 0= 839.02
INV N= 837.45
INV 8= 837.20
EX. 6" LEGAL DRAIN TILE
STRUCTURE 704
5 120.000 "A"
6 "0 PIPE
ELEV. 937.00
OUTLET STRUCTURE
EXISTING FR.
FLAT GRATE
NEENAH R -4342
TC= 842.30
STANDARD MANHOLE
TOP ELEV. 842.10
I;
PLAN NOTES:
O 6" CONCRETE CURB (TYP.)
DIRECTION OF FLOW
12 "P PIPE
8" THICK LAYER
#9 CRUSHED STONE
SETTING BED
Q 2 SCREENED DUMPSTER AREA (SEE ARCHITECTURAL
PLANS)
0 CONCRETE SIDEWALK (TYP..)
E CONCRETE WALK CURB (TYP.)
E PAINTED HANDICAP PARKING SYMBOL
6 FAINTED PARKING MARKINGS
SIDEWALK FLUSH WITH PAVEMENT
DIMENSIONS TO OUTSIDE FRAMING.
WITH ARCHITECTURAL DRAWINGS
10 2" ASPHALT OVERLAY
Ei MATCH EXISTING PAVEMENT
12 5' TRANS TION MILLING /WEDGE
8" CONCRETE CURB (TYP.)
0 'ADA' HANDICAP PARKING SIGN
RELOCATED SIGN
PRECAST STEPS
BEYOND
CD MATCH CURB TO EXISTING CURB AND GUTTER.
FIELD VERIFY EXTENT OF EXISTING CURB
1211 PIPE
COORDINATE
NOTE:
6' THICK LAYER
#9 CRUSHED STONE
SETTING BED
am
0
0
COO
STM
imut
GAS
F.F.E.
TC
INV
RCP
CMP
PVC
M.E.G.
SSD
TOC
GUT
OUL
TBM
WV
EMERGENCY
OVERFLOW
ELEV =840.00
36_0 PIPE
6" THICK LAYER
#9 CRUSHED STONE
SETTING BED
LEGEND
12`11 PIPE
EXIST. ARE HYDRANT
EXIST. WATER METER/VALVE
EXIST. MONITOR WEL
EXIST. IRON PIN PK (SET/FOUND)
EXIST. GAS METER
EXIST. GAS VALVE
EXIST. STORM INLET
EXIST. ,STORM/SAN./TELE MANHOLE
EXIST. ELECTRIC METER
EXIST. POWER POLE
EXIST. GUY ANCHOR
EXIST. TELEPHONE PEDESTAL
EXIST. MANHOLE
EXIST. CLEANOUT
EXIST. SANITARY SEWER LINE
EXIST. STORM SEWER uNE
EXIST. CONTOURS
PIPE END SECTION
RIGHT-OF-WAY LINE
PROPOSED SANITARY SEWER UNE
PROPOSED STORM SEWER UNE
PROPOSED 6" HDPE ROOF DRAIN
PROPOSED PIPE BOLLARD
PROPOSED MANHOLE
PROPOSED CONTOURS
PROPOSED ELEVATION
DRAINAGE FLOW ARROW
WATER UNE
GAS LINE
FINISH FLOOR ELEVATION
TOP OF (MANHOLE INLET) CASTING
INVERT (BOTTOM) ELEVATION OF (MANHOLE/INLET)
REINFORCED CONCRLIE PIPE
CORRUGATED METAL PIPE
POLYVINYL CHLORIDE PIPE
STRUCTURE
MATCH EXISTING GRADE
SUB-SURFACE DRAINAGE
TOP OF CURB
GUTTER
OVERHEAD UTIUTY LINE
OVERHEAD TELEPHONE'
TEMPORARY BENCHMARK
WATER VALVE
MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE-COATED STEEL REINFORCING OR
AN APPROVE) NON-CORROSIVE FIBERGLASS MATERIAL 'THE COPOLYMER POLYPROPYLENE
SHALL MEET THE REQUIREMENTS OF ASTM D-4101REINFORCED WITH DEFORMED 3/8" MIN.
DIAMETER REINFORCING STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A-615, GRADE
60. NON-COATED CAST IRON STEPS ARE NOT ACCEPTABLE.
7.
SOLID CASTING FLAT GRATE
ELINAILO
SCUD CASTING
NEENAH R-1772
NEENAH IN-1772
60"
3` ORIFICE
3" ORIFICE
EACRGENCY
...I V NOTE: ALL STRIPES TO
BE 4" PAINTED WHITE
HANDICAP PARKING
SYMBOL DETAIL
FLAT GRATE
NEENAH R-3405
TO-I342. 10
60'x72" PRECAST
CONCRETE BOX
TOP ELM 842.10
FLAT GRATE
NEENAH R-3405
60`x72' PRECAST
CONCRETE BOX
TOP ELEV. 5142.10
36". PIPE
ELAN
DETENT1ON/OUTLET STRUCTURE
STRUCTURE 703 (NO SCALE)
CONC. CURBS
a 4:1
ARTIAIR OR
1/2" EXPANSION
JOINT FILLER
SEALANT iW.ALK
24" WIRE MESH
SECTION A-A
CONC. RAMP
SECTION B-B
THIS SIGN TYPICAL AT--
ALL ACCESSIBLE PARKING
SPACES
THIS SIGN TYPICAL AT
ALL VAN ACCESSIBLE
PARKNG SPACES
PENALTY SIGN NTH
WORDING AS REQUIRED
BY STATE OR LOCAL TAW
POST SHALL BE r OD. GALVANIZED MEE
WITH GALVANIZED CAP. SET 12' LONG POST
15' INTO GROUND.
SLOPE TOP
OF CONCRETE
SURFACE
3500 P.S.L
P,C. CONCRETE
larrHat
PROJECT LOCATION
AREA MAP
T.C. ELEVATION
NEENAH R-3286-8V
24" SO.
INDOT TYPE A
INLET BOX
1
,c4,?-4?,0 -)D
CURB INLET TYPE "A'
(NO SCALE)
RESERVED
PARKING
VAN
ACCESSIBLE
I
1/2" EXPANSION
JOINT FILLER
SEALANT
'ADA' SIGN MOUNT DETAIL
PROPOSED OVERLAY
15.0'
(NO SCALE)
#2 STONE
(NO SCALE)
TRANSMON
WIEDGE/LEVELING COURSE
PAVEMENT
VAR. PIPE SIZE
18" MAX. STRAIGHT CONNECT
15" MAX. SKEW/CORNER
INLET BASE SET
ON 6" OF #2
STONE
EXISTING PAVEMENT
GRIND EXISTING
PAVEMENT TO DEPTH.
OVERLAY EDGE TRANSITION
Ng
Ami
n IF
OVERLAY SECTION
6
COMBINATION PEDESTRIAN/HAND1CAP
ENTRY RAMP DETAIL
6
(NO SCALE)
1 TOPPING
LEVEUNG COURSE
EXISTING PAVING AND
BASE TO REMAIN
GENERAL NOTES:
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) IT SHALL BE THE CONTRACTORS RESPONSIBILITY
TO DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES IN 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 UTILITIES.
4) ALL QUANTITIES GIVEN ON THESE PRINTS,
VERBALLY OR IN THE SCOPE OF WORK SECTION
ARE ESTIMATES AND SHALL BE CONFIRMED BY THE
BIDDING CONTRACTORS.
5) OCCUPATIONAL SAFE I Y AND HEALTH
ADMINISTRATION (OSHA) STANDARDS FOR
EXCAVATIONS; FINAL RULE 29 CFR PART 1926,
SUBPART "P" APPLIES TO ALL EXCAVATIONS
EXCEEDING FIVE (5) FEET IN DEPTH.
6) IN ADDITION, EXCAVATION EXCEEDING TWENTY
(20) FEET IN DEPTH REQUIRE THE DESIGN OF A
TRENCH SAFEIY SYSTEM BY A REGISTERED
PROFESSIONAL ENGINEER.
7) IT SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY
CONTROL THROUGHOUT THIS PROJECT.
8) TEMPORARY TRAFFIC CONTROL DURING
CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL
STANDARDS.
9) ANY FIELD TILES ENCOUNTERED DURING
EXCAVATION SHALL BE REPAIRED AND CONNECTED
TO NEW STORM SEWERS AND POSITIVE DRAINAGE
PRESERVED.
10) THE DESCRIBED REAL ESTATE DOES NOT LIE
WITHIN A SPECIAL FLOOD HAZARD ZONE AS
PLOTTED BY SCALE ON THE FEDERAL EMERGENCY
MANAGEMENT AGENCY, NATIONAL FLOOD INSURANCE
PROGRAM, FIRM FLOOD INSURANCE RATE MAP
COMMUN1TY-PANEL NUMBER 18057CO209F, DATED
FEBRUARY 19, 2003.
11) BEARINGS, DIMENSIONS AND EASEMENTS ARE
SHOWN FOR REFERENCE ONLY. SEE RECORD
SURVEYS PLAT FOR EXACT INFORMATION.
13) WETLANDS ARE NOT SHOWN ON THE U.S.
DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE
SERVICE; CARMEL, IND, NATIONAL WETLANDS
INVENTORY MAP DATED 1990.
COMPACTED SUBSURFACE
JOINT DETAIL
NOTE: PROVIDE EXPANSION STRIP AND SEALANT
ADJACENT BUILDING AND EXISTING CURB
4.0' (MIN)
PREPARED SUBGRADE
TYPICAL SIDEWALK SECTION
"Holey Holey" ear,
''DON'T DIG BLIND"
X12-t1644 42B-VIO0
mi. IAN OM* 16.1E0
PER INDIANA STATE LAW 15-89-1901. FT IS
AGAINST 'THE LAW TO EXCAVATE %MOUT
NOTIFYING NE UNDERGROUND LOCATION SERVICE
TWO (2) WORKING DAYS 61:112RE COMMENCNG WORK.
PLEASE CALL "HOLEY MOLEY"
TOLL FREE
4" CONCRETE
4"-#53 COMPACTED AGGREGATE
(NO SCALE)
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
CD
LTI
I21
ExI
,1 STATE OF
IONA
JAMES K. SHINNE P.E. 10200392
R 1)
1 4
O
4-J r a,Q
4 (8
0
cc4)
SHEET NO.
PROJECT NO.
0
PLI
E-4
al
0
dlol
W04-0012
9
8
6
6
5
5
4
4
3
3
2
2
g
Fg
Indianapolis, IN
48.0' (MAX) BETWEEN EXPANSION JOINTS
DRAWN BY:
REVISIONS
112 SLOPE UP
1/2" PREFORMED JOINT FILLER
TRANSVERSE JOINT
6.0' BETWEEN TRANSVERSE JOINTS
NOTE:
PROVIDE 2% CROSS SLOPE
AWAY FROM BUILDING
TRANSVERSE JOINT
1/2" PREFORMED JOINT FILLER
N
0
0
i
0
a
0 a
o
C Vi
p N
O
W
Cal C°
M
OF- p
SCALE: 1" 30'
5 040.000 "A"
040.000 "A
,ro99�1B
L 93
flE+ dB
!mom:•°"'"'"!
0 15 30 60
845 STM SP? 59 BY OTHER)
STAR STR •0 BY OTHEIV MANHOLE
I 7C= 844.33
T(A)
E( A,
OVERHEAD
ELECTRIC
FACE OF BUILDING
.r
T(A
OVERHEAD J
ELECTRIC
E' E
EXISTING METAL BUILDING
FACE OF BUILDING
T(A)
v
EXISTING METAL BUILDING
845
5111 S TR 0 ar 01
"(1 °r 7C -34433
UTILITY POLE w/1
IBM (MAC N SET 2' UP ON s
N.W. SI E. E#EV 843.22'
a>
E(Al
Eca
1101-N= 840.45 W
INV E= 835.95
INV W= 835.74
tr�
A)
11 =1
TELEPHONE
PEDESTAL
(Y r �I 106 H STR T f:.
511, SRT •3 Y OM%
V
I1Pt136 4I
WV 1Y.e3ar5
lw R r .PIA�� I
F r Via) cai T(A> 11
d E!t F E19ALM {Dr 0,10,1
I
1.0 P(v E•4•35. 05
tl9Y q•Q3;S7� vz
E•N9e89
16' R/W
ONE
PFD TAL
C DROP
T(A))
R10. 0,
F_(A)
R3.0'-
ERA)
ASPHALT
ALLEY
ECA)
8" RISER
UTILITY POLE w /EL fRIC DROP
TBM (MAC NA SET 2' UP ON
N.W. SIDE. E 6EV 843.22'
a
0
4 p
0
T(A)
R10.0'
ASPHALT
ALLEY
,.c�wesa.ex -i „.�me.xrr
resx
OM 11E
TO>
x
a 6" LEGAL
DRAW 131E
REGULAJTED
ARAINf
A
C& 8 (8r ORfWjr
)TA')AT R/W
NORTH UNE NW 1/4
5 060.000 SEC. 12, T17N, R3E
S88 E 2688.98'
p
1,7
CURB (8 OTHERS)
STOPS AT R/4
E <A) J F.c
8910'57
I 043.14
WATER METER
GAS MET
ELE C.
I
XISTING
M BUILDING
844.09
,^y A.
d
(A f E( E(A) A? E(A)
WM
r2
urw
B42
FACE OF BUILDING
EXISTING SITE AND DEMOLITION PLAN
COMPACTED SUBGRADE
1 H.A.C. #11 SURFACE
2 H.A.C. #8 BINDER
4' #53 STONE
4 #2 STONE
ASPHALT PAVING SECTION
(No SCALE)
NORTH LINE NW 1/4
SEC. 12, T1 7N, R3E 060.000 A 2668.98'
21.2'
20.5'
r
w 10`X1
PAD
T<A)
rAis
V
15.9'
NV= 843.05
C1
4
T(U)
E lA)
STM 5 R #704 (SEE DETAIL)
OPEN GRATE (EMERGENCY OUT)
TC= 842.30
NV 837.00
106TH STREET
V
T(A) T(
m 6 Ex Si EWALK (BY OTHER)
LOT 239
lT K
0
EXISTING
METAL BUILDING
FFE 844.
51.0'
BURIED TELEPHONE
BURIED LEC TRIC
12.0' 0
843
20' EASFMFNT
T?D) 77 1 :<u ECA) E(aJ CU7
080.000 "A"
ELEC. METER
oe
G C)) B-.,
(Br O943S)
75' STA TUTORY EASEMEN
9T•
75 0'
1
81.4' j 1
PROPOSED BUILDING I
ADDITION 1
FFE 8 09 36.1'
=Lilt
110 l
�w I,i■
WUMM
Mean
EX. YARD DRAIN
TC= 841.01
F /L= 835.0
CHAIN LINK FENCE
SAN STR 63 BY OTHER)
V w CU$fi 1d1 y V
EX. 15 RdP(EJ �OT�N T<A
26.0'
E 0
I.
,76 6' HDPe
11 INV =842. k
IIIMIIIMMII- NM OPF72'
WA TER METER I NI. C Ge
W 1 11, J
E(A)
125' OF 12" RCP el),. 26%
T<A)
-R20.0' t�
OT 24011 C 0
4,
STM STR 4700
UFEH NEON LET
TC =844.45
INV= 837.75
12.0'
32.
E( A)
(HOMEPLACE
j REGULATED DRAIN)
84
FACE OF BUILDING
10 Q
i
5 43
2' OVERLAY
EX. PAVEMENT/
SETB
R3.0'
Q
5 100.000 "A"
Er- S. rtAI✓ (B r diy
6'
8970'5/"•
X X X
1/2 OF 16' ALLEY VACATED
PER D.R. 147, P. 274
1A WATER LINE
W
l
vve
E( A,
JELI=
1 �I
I I I EARTI4
BACKFILL
11
22'
x
TOPSOIL
EXISTING
GROUND
L
8" CURB: DETAIL
080.000 "A"
STM 5 162 BY
MANH
TC= 04
F '1136 82 V
V N= 83.40
INV w= 836.15
Ex CURB
{8Y 0 TH E.RS
E(A) E(A)
∎r
0
75.0'
r
V
TO) RA) T(a)TCA)
R10.0"
r.
3 0.0
F EC4 1
=non
0
5' ACCESS I SLE
62.6'
D
9.0'
TYP. OPEN
SOLID
E(A
O
1 `2
x x
FX. YARD DRAIN
TC= 841.01
F /L= 835.0
CHAIN LINK FENCE
V
:rt
x
60'
TC=
88 1 ?zgNV=
.5'
6
H
ExIS NC IOFH
STREET
A
ST STR 702
MANHOLE
42.50
37.38
20.0
SITE LAYOUT GRADING PLAN
YAR
Y(A,
RA TR :Y DINER
TC-8a3
v Fa839.02
My N.837.45
INV >Y= .20
VD
PAVEMENT
6" CURB DETAIL
--..7•
L111
III_
9.0'
TYP.
,2.2
R3.0'
STM S 1' 703 (SEE DET IL)
841
FLAT G' TE 80 SOLID TING
i NTR
80 OL BOX
TC =B4 f
GUTTE'•:
INY =6 I .33
h :'1111111111111111"
E SBOMAM T A M E
1/2 OF 16' ALLEY VACATED
PER D.R. 147, P. 274
5 720.000 "A"
T(A)
6'
5 100.000 "A"
r-). nr 1; s U
z
0
20.0'
TYP.
'10
8910'S7
EXISTING FRAME BUILDING
1,4" WATER LINE
-w- _-STM (8Y- 0O1ER)
CURB INL T
90'4
EXISTING
GROUND
22"
(NO SCALE)
0 RELOCATE UTILITIES AS REQUIRED. COORDINATE
WITH SERVICE PROVIDER AND ARCHITECTURAL
DRAWINGS FOR NEW LOCATION
0 REMOVE PAVING MATERIAL TO SUBGRADE
c:: REMOVE ALL STRUCTURES AND CONCRETE FROM
PROPOSED BUILDING LOCATION AS REQUIRED TO
42" BELOW FINISHED FLOOR ELEVATION
pun
a
.o'
.1
I0
wJ
4 LIMITS OF NEW BUILDING
c 5) REMOVE GUARDRAIL
(6) REMOVE STORAGE SHED
TOPSOIL
Ek. 1 RC (BY of
STM STR 701
CURB INLET
NEENAH R- 3286 -8V
s'x5' BOX
TC =842.60
G UTTER 842. 1 0
INV= 837.60
5.5'
T(A)
EXISTING 106TH
STREET R,0 W.
ELEV. 835.00±
x x
SCALE: 1" 20'
0 10 20 40
RETRACEMENT DESCRIPTION
LOTS #238, #239, #2.40, AND #241 IN
ORIN JESSUP LAND COMPANY ORIGINAL
PLAT OF HOME PLACE IN HAMILTON
COUNTY, INDIANA, AS PER PLAT THEREOF,
RECORDED IN DEED RECORD 103, PAGES
1 1 AND 12 IN THE OFFICE OF THE
RECORDER OF HAMILTON COUNTY, INDIANA.
TOGETHER WITH THE NORTH ONE HALF OF
THE VACATED ALLEY ADJOINING THE SOUTH
END OF THE ABOVE DESCRIBED LOTS IN
SAID ORIN JESSUP LAND COMPANY PLAT
OF HOME PLACE.
SITE BENCHMARK
IRON PIN AT WEIHE ENGINEERS OFFICE
(10505 NORTH COLLEGE AVENUE).
ELEVATION BY GPS 842.64' (NAVD88)
DEMOLITION NOTES:
6" CONCRETE APRON
ELEV.= 841
Las ---1
T(A
ce
L.l
(Jl
CO
W
0
0
a
ELEV. 836.90
STM S 4 BY OTHER)
ANHO
T0= 843.42
INV 0= 839.02
INV N= 837.45
INV 8= 837.20
EX. 6" LEGAL DRAIN TILE
STRUCTURE 704
5 120.000 "A"
6 "0 PIPE
ELEV. 937.00
OUTLET STRUCTURE
EXISTING FR.
FLAT GRATE
NEENAH R -4342
TC= 842.30
STANDARD MANHOLE
TOP ELEV. 842.10
I;
PLAN NOTES:
O 6" CONCRETE CURB (TYP.)
DIRECTION OF FLOW
12 "P PIPE
8" THICK LAYER
#9 CRUSHED STONE
SETTING BED
Q 2 SCREENED DUMPSTER AREA (SEE ARCHITECTURAL
PLANS)
0 CONCRETE SIDEWALK (TYP..)
E CONCRETE WALK CURB (TYP.)
E PAINTED HANDICAP PARKING SYMBOL
6 FAINTED PARKING MARKINGS
SIDEWALK FLUSH WITH PAVEMENT
DIMENSIONS TO OUTSIDE FRAMING.
WITH ARCHITECTURAL DRAWINGS
10 2" ASPHALT OVERLAY
Ei MATCH EXISTING PAVEMENT
12 5' TRANS TION MILLING /WEDGE
8" CONCRETE CURB (TYP.)
0 'ADA' HANDICAP PARKING SIGN
RELOCATED SIGN
PRECAST STEPS
BEYOND
CD MATCH CURB TO EXISTING CURB AND GUTTER.
FIELD VERIFY EXTENT OF EXISTING CURB
1211 PIPE
COORDINATE
NOTE:
6' THICK LAYER
#9 CRUSHED STONE
SETTING BED
am
0
0
COO
STM
imut
GAS
F.F.E.
TC
INV
RCP
CMP
PVC
M.E.G.
SSD
TOC
GUT
OUL
TBM
WV
EMERGENCY
OVERFLOW
ELEV =840.00
36_0 PIPE
6" THICK LAYER
#9 CRUSHED STONE
SETTING BED
LEGEND
12`11 PIPE
EXIST. ARE HYDRANT
EXIST. WATER METER/VALVE
EXIST. MONITOR WEL
EXIST. IRON PIN PK (SET/FOUND)
EXIST. GAS METER
EXIST. GAS VALVE
EXIST. STORM INLET
EXIST. ,STORM/SAN./TELE MANHOLE
EXIST. ELECTRIC METER
EXIST. POWER POLE
EXIST. GUY ANCHOR
EXIST. TELEPHONE PEDESTAL
EXIST. MANHOLE
EXIST. CLEANOUT
EXIST. SANITARY SEWER LINE
EXIST. STORM SEWER uNE
EXIST. CONTOURS
PIPE END SECTION
RIGHT-OF-WAY LINE
PROPOSED SANITARY SEWER UNE
PROPOSED STORM SEWER UNE
PROPOSED 6" HDPE ROOF DRAIN
PROPOSED PIPE BOLLARD
PROPOSED MANHOLE
PROPOSED CONTOURS
PROPOSED ELEVATION
DRAINAGE FLOW ARROW
WATER UNE
GAS LINE
FINISH FLOOR ELEVATION
TOP OF (MANHOLE INLET) CASTING
INVERT (BOTTOM) ELEVATION OF (MANHOLE/INLET)
REINFORCED CONCRLIE PIPE
CORRUGATED METAL PIPE
POLYVINYL CHLORIDE PIPE
STRUCTURE
MATCH EXISTING GRADE
SUB-SURFACE DRAINAGE
TOP OF CURB
GUTTER
OVERHEAD UTIUTY LINE
OVERHEAD TELEPHONE'
TEMPORARY BENCHMARK
WATER VALVE
MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE-COATED STEEL REINFORCING OR
AN APPROVE) NON-CORROSIVE FIBERGLASS MATERIAL 'THE COPOLYMER POLYPROPYLENE
SHALL MEET THE REQUIREMENTS OF ASTM D-4101REINFORCED WITH DEFORMED 3/8" MIN.
DIAMETER REINFORCING STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A-615, GRADE
60. NON-COATED CAST IRON STEPS ARE NOT ACCEPTABLE.
7.
SOLID CASTING FLAT GRATE
ELINAILO
SCUD CASTING
NEENAH R-1772
NEENAH IN-1772
60"
3` ORIFICE
3" ORIFICE
EACRGENCY
...I V NOTE: ALL STRIPES TO
BE 4" PAINTED WHITE
HANDICAP PARKING
SYMBOL DETAIL
FLAT GRATE
NEENAH R-3405
TO-I342. 10
60'x72" PRECAST
CONCRETE BOX
TOP ELM 842.10
FLAT GRATE
NEENAH R-3405
60`x72' PRECAST
CONCRETE BOX
TOP ELEV. 5142.10
36". PIPE
ELAN
DETENT1ON/OUTLET STRUCTURE
STRUCTURE 703 (NO SCALE)
CONC. CURBS
a 4:1
ARTIAIR OR
1/2" EXPANSION
JOINT FILLER
SEALANT iW.ALK
24" WIRE MESH
SECTION A-A
CONC. RAMP
SECTION B-B
THIS SIGN TYPICAL AT--
ALL ACCESSIBLE PARKING
SPACES
THIS SIGN TYPICAL AT
ALL VAN ACCESSIBLE
PARKNG SPACES
PENALTY SIGN NTH
WORDING AS REQUIRED
BY STATE OR LOCAL TAW
POST SHALL BE r OD. GALVANIZED MEE
WITH GALVANIZED CAP. SET 12' LONG POST
15' INTO GROUND.
SLOPE TOP
OF CONCRETE
SURFACE
3500 P.S.L
P,C. CONCRETE
larrHat
PROJECT LOCATION
AREA MAP
T.C. ELEVATION
NEENAH R-3286-8V
24" SO.
INDOT TYPE A
INLET BOX
1
,c4,?-4?,0 -)D
CURB INLET TYPE "A'
(NO SCALE)
RESERVED
PARKING
VAN
ACCESSIBLE
I
1/2" EXPANSION
JOINT FILLER
SEALANT
'ADA' SIGN MOUNT DETAIL
PROPOSED OVERLAY
15.0'
(NO SCALE)
#2 STONE
(NO SCALE)
TRANSMON
WIEDGE/LEVELING COURSE
PAVEMENT
VAR. PIPE SIZE
18" MAX. STRAIGHT CONNECT
15" MAX. SKEW/CORNER
INLET BASE SET
ON 6" OF #2
STONE
EXISTING PAVEMENT
GRIND EXISTING
PAVEMENT TO DEPTH.
OVERLAY EDGE TRANSITION
Ng
Ami
n IF
OVERLAY SECTION
6
COMBINATION PEDESTRIAN/HAND1CAP
ENTRY RAMP DETAIL
6
(NO SCALE)
1 TOPPING
LEVEUNG COURSE
EXISTING PAVING AND
BASE TO REMAIN
GENERAL NOTES:
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) IT SHALL BE THE CONTRACTORS RESPONSIBILITY
TO DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES IN 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 UTILITIES.
4) ALL QUANTITIES GIVEN ON THESE PRINTS,
VERBALLY OR IN THE SCOPE OF WORK SECTION
ARE ESTIMATES AND SHALL BE CONFIRMED BY THE
BIDDING CONTRACTORS.
5) OCCUPATIONAL SAFE I Y AND HEALTH
ADMINISTRATION (OSHA) STANDARDS FOR
EXCAVATIONS; FINAL RULE 29 CFR PART 1926,
SUBPART "P" APPLIES TO ALL EXCAVATIONS
EXCEEDING FIVE (5) FEET IN DEPTH.
6) IN ADDITION, EXCAVATION EXCEEDING TWENTY
(20) FEET IN DEPTH REQUIRE THE DESIGN OF A
TRENCH SAFEIY SYSTEM BY A REGISTERED
PROFESSIONAL ENGINEER.
7) IT SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY
CONTROL THROUGHOUT THIS PROJECT.
8) TEMPORARY TRAFFIC CONTROL DURING
CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL
STANDARDS.
9) ANY FIELD TILES ENCOUNTERED DURING
EXCAVATION SHALL BE REPAIRED AND CONNECTED
TO NEW STORM SEWERS AND POSITIVE DRAINAGE
PRESERVED.
10) THE DESCRIBED REAL ESTATE DOES NOT LIE
WITHIN A SPECIAL FLOOD HAZARD ZONE AS
PLOTTED BY SCALE ON THE FEDERAL EMERGENCY
MANAGEMENT AGENCY, NATIONAL FLOOD INSURANCE
PROGRAM, FIRM FLOOD INSURANCE RATE MAP
COMMUN1TY-PANEL NUMBER 18057CO209F, DATED
FEBRUARY 19, 2003.
11) BEARINGS, DIMENSIONS AND EASEMENTS ARE
SHOWN FOR REFERENCE ONLY. SEE RECORD
SURVEYS PLAT FOR EXACT INFORMATION.
13) WETLANDS ARE NOT SHOWN ON THE U.S.
DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE
SERVICE; CARMEL, IND, NATIONAL WETLANDS
INVENTORY MAP DATED 1990.
COMPACTED SUBSURFACE
JOINT DETAIL
NOTE: PROVIDE EXPANSION STRIP AND SEALANT
ADJACENT BUILDING AND EXISTING CURB
4.0' (MIN)
PREPARED SUBGRADE
TYPICAL SIDEWALK SECTION
"Holey Holey" ear,
''DON'T DIG BLIND"
X12-t1644 42B-VIO0
mi. IAN OM* 16.1E0
PER INDIANA STATE LAW 15-89-1901. FT IS
AGAINST 'THE LAW TO EXCAVATE %MOUT
NOTIFYING NE UNDERGROUND LOCATION SERVICE
TWO (2) WORKING DAYS 61:112RE COMMENCNG WORK.
PLEASE CALL "HOLEY MOLEY"
TOLL FREE
4" CONCRETE
4"-#53 COMPACTED AGGREGATE
(NO SCALE)
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
CD
LTI
I21
ExI
,1 STATE OF
IONA
JAMES K. SHINNE P.E. 10200392
R 1)
1 4
O
4-J r a,Q
4 (8
0
cc4)
SHEET NO.
PROJECT NO.
0
PLI
E-4
al
0
dlol
W04-0012
9
8
6
6
5
5
4
4
3
3
2
2
g
Fg
Indianapolis, IN
48.0' (MAX) BETWEEN EXPANSION JOINTS
DRAWN BY:
REVISIONS
112 SLOPE UP