HomeMy WebLinkAbout03100015 Congressional Flex Space Carmel Science & Tech Park, Site Construction Plan pg. 06w +„n
o
vP -G 'T ER A
e N o
I*( 830 1"*.:=
o o° STATE OF o a o
O
r, !V A L
r„ rr, s nnsssu+u�
Designed by:
GEM
Drawn by:
KRG
Checked by:_
GEM
Approved by:
GEM
REVISIONS AND DATES
.61/2004 REVISION PER ENGINEER
FY
ma
Con
970 Logan Street, Suite 202
Noblesville, IN 46060
(317) 776-8665 Phone
(317) 776-8666 Fax
PREPARED FOR:
J. C. HART COMPANY, INC.
10401 North Meridian Street, Ste. 210
Indianapolis, IN 46290
DATE: 03/05/2004
SCALE: 1 =30'
PROJECT NO. 122-0146
SHEET NO.
6
OF 10
UTILITY COMPANIES
STORM DRAINAGE COUNTY
HAMILTON COUNTY SURVEYORS OFFICE
ONE HAMILTON COUNTY SQUARE, STE. 188
NOBLESVILLE, IN 46060
(317) 776-8495
ATTN.: JENNY CHAPMAN
STORM DRAINAGE CITY
DEPARTMENT OF ENGINEERING
ONE CIVIC SQUARE
CARMEL, IN 3032
(317) 571-2441
ATTN.: MIKE IcBRIDE
SANITARY SEWER
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
8
IN 46240
(317) 844-9200
ALLEY
STREETS
DEPARTMENT OF ENGINEERING
ONE CIVIC )DARE
CARMEL, IN 6032
(317) 571-2441
N SMITH
GAS
INDIANA GAS COMPANY
JVILLE ROAD
IN 46060
(317) 776-5573
ATTN.: JIM )OTT
TELEPHONE
AMERITECH
5858 N. COLLEGE AVENUE
INDIANAPOLIS, IN 46220
(317) 252 -4274
ATTN.: LARRY CASTE I 1 ER
WATER
INDIANAPOLIS WATER COMPANY
1220 WATERWAY BOULEVARD
INDIANAPOLIS, IN 46205
(317) 263 -6446
ATTN.: STAN GRAVES
CABLE TELEVISION
BRIGHTHOUSE CABLE COMPANY
516 EAST CARMEL DRIVE
CARMEL, IN 46032
(317) 844 -8877
ATTN.:
ELECTRIC
PSI ENERGY
144 SOUTH GILFORD
CARMEL, IN 46032
(317) 581 -3048
ATTN.: LARRY CASTETTER
UTILITIES TS TO BE PLACED IN APPROPRIATE
LOCATIONS REFERENCING ARCHITECTUAL PLANS
BENCHMARK NOTE
TBM 111-1094-01 FND. CUT '0' TOP EAST FACE OF LITHE POLE CONCRETE BASE;
LOCATED 300' SOUTH OF CARMEL DRIVE, ON WEST SIDE OF
ASPHALT DRIVE AND AT SE CORNER OF #1185 CARMEL DRIVE
LOT 3, OUTLOT 17 IN CARMEL SCIENCE TECHNOLOGY PARK.
ELEVATION 847.83
TBM #1
UTILTIY PLAN
GENERAL NOTES:
NW CORNER TRANSFORMER PAD LOCATED 40' +1- SOUTH
OF THE CENTERLINE OF 122nd STREET AND 50' WEST OF
THE CENTERLINE OF CONGRESSIONAL BOULEVARD.
ELEVATION 843.80
1. ALL POINTS F CONNECTION OF PROPOSED SANITARY AND STORM
SEWERS TO EXISTING SYSTEMS MUST BE VERIFIED FROM A
KNOWN BENCHMARK VERTICALLY AND HORIZONTALLY BEFORE
START OF CONSTRUCTION. ANY CONFUCT WITH THE PLANS
MUST BE REPORTED IMMEDIATELY.
2. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. IT
IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL
AFFECTED UTILITIES AND THE LOCAL UTILITIES PROTECTION
SERVICE PRIOR TO ANY CONSTRUCTION.
3. LENGTHS OF PIPES INDICATED ARE FROM CENTER TO CENTER OF
STRUCTURES ID ARE NOT ACTUAL PIPE LENGTHS.
4. CONTRACTOR SHALL CALL 1- 800 382 -5544 FOR1Y -EIGHT (48)
HOURS PRIOR TO CONSTRUCTION FOR ALL EXISTING UTILITY
5. SEE SHEET 4 FOR SITE PLAN.
6. SEE SHEET 5 FOR GRADING PLAN.
7. SEE SHEET 9 FOR CONSTRUCTION DETAILS.
CONDUIT REQUIRED FOR ALL FI FCTRIC, TELEPHONE,
CABLE, ETC. CROSSINGS UNDER PAVEMENT.
9. GRANULAR 4CKFILL REQUIRED FOR ALL UTILITY TRENCHES
IF ANY PART OF TRENCH IS WITHIN 5' OF EDGE OF
INCLUDING SIDEWALKS. SEE SPECIFICATIONS FOR
MORE INFORMATION.
4 i l N4/\ l`'11H
V e I J
L
E
0
W
0
L
INLET TYPE "J" 4
T. C. =840. 20
INV. N =836. 47
UV. S =336 47
c.
ti
1 I OR
il
I Fl V
r
I1 -i s
1 V
M l=
8 J _3 1/
83,3
5 66
8 ._I 0 ..a 2
'.II
R EMOVE EXISTIN
83`:.3?
i\ 1 8
lJr�.{ E�. F
li
11
(71.-1
I I 5 '5
22nd Sheet I's
840 3\ 7 1 1 I <0 (PROPOSED) li
INV
BUILDING ONE
12,406 S.F.
FFE 844.70
TRENCH DRAIN
INLET TYPE "A"
MOD 1 F I ED
T. C. =840. 85
INV. N =838. 16
INV. S =838. 26
INV. 6" PVC =839. 25
INV. 840.25
._.33J..
6" PV
INV =840. 02 INV. =838. 75
NV. =839. 90
50 LF OF 18" RCP 1.54%
_1.00%
4 LANDS
7' FRONT LAN
TC =840. 50
INV =840. 02
C.O.
INV. 838.71
NV. =839. 90
TRENCH DRAIN
APE YARD
INV. 839.35
CONNECT
k. LAIN
INV. 836.50
MANHOLE
T.C. =843.60
INV.N 837.25
INV.E 838.35
INV.S 837.43
15' UTILITY EASEMENT
BUI DIN
1111
1 111
ETBACK
11111 131
T. C
INV
INV
vv A y
v y \v` V A
v w vv
EX W4V
A' y�
vV y v N
2
V y A v V V
v A
\o \3 cr
10' SIDE/REAR YARD SETBACK
V V
379 LF 6" WATER LINE
w
_S 8 8 -49' -.16 "fit
SAN I T AR' MA 11CJL.E
1 I''I 835 98
p
I NV. =839. 90
TRENCH DRAIN
TC =840. 50
INV =840. 02
•rr
V,/ 8 3 I
WM
W
845.00
INV:N�= 333 °.2
=1` s
C.O.
INV. =839.35
BUILDING THREE
12,406 S.F.
FFE 844.70
w
10' SIDE'REAR LANDSCAPE YARD
ASPHAL T PATH
839 98
ii
II
RCP
S
1'
1
91
t
T
W......
O
t
0' 30'
EXISTING
SCALE 1" 30'
REM IVEIEND SECTION
I NI T YPF A" MOD I F I FD
8
S )(EX) =835. 98
N =836. 30
Y
/1
.z f/
.1(
'.v
FIELD VERIFY LOCATION
OF WATER MAIN PRIOR V:j
TO CONSTRUCTION
C.
TELEPHONE LINE
GAS LINE
WATER LINE
ELECTRIC LINE
6" UNDERDRAIN
C
SPOT ELEVATION
1 FENCE
1 FIRE HYDRANT
SWALE
r 1 1 E T
T. C. c. 33
CUTTER c <54
1 1•IV
STORM MANHOLES,
YARD DRAINS, CLEAN -OUTS
1 1''.1 E 813 1 1,
15V. 1`1 83_11
u .J._ 13
I'`.1 V it 833 .J r-,i
ST n 1'M MAU
T. C 9.39,y_
111 l
f 1`I \V
I LI V 6 r': '1
NOTE:
ALL INSTALLATION ANDOR
EXTENSION OF UTILITIES
ACROSS CONGRESSIONAL
BOULEVARD MUST BE DONE
THROUGH PUSWBORE.
60'
LEGEND PROPOSED
STORM SEWER
SANITARY SEWER,
LATERALS
SANITARY MANHOLES,
CLEAN -OUTS
TELEPHONE
SIGN
WATER METER
POWER POLE
II
.co
T
1
c
E
0146 -u1, DC N