HomeMy WebLinkAboutC100 SITE _ UTILITY PLAN2
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RELEASED FOR CONSTRUCTION
Subject to compliance with all regulal `R IITILIIW'
of State and meal Codes
City
oona DAG�ity of Carried
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TGP VIEW
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willit
Assail w�
1A D
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10" lava A
CONTRACTOR TO FIELD VERIFY INVERT
PRIOR TO CONSTRUCTION AND NOTIFY
ENGINEER OF ANY DISCREPANCY INV=833.593 13OF 6" PVC SDR 35
a 1 O45 MIN
IT
I I
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(canopy) I l
all
exist sanitary rare I
tr:842.20 I I
inv(n):835.93
inv(sw): 835.92
+
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exist sanitary mh\
(conc) tr. 842.14
Inv(ne):835.68
inv(uw):835.39
Is
-\\-//ii
60 PVC SDR 35 O 1.04% MIN.
C.O. TYPE 3_/
° 24" SAMPLING MANHOLE '\ INV=836.34
of TR-840.66 6N *�
1p
+ INV=835.67 (N) p�Qi
INV=835.77 (E) +t \ JBJ N
"I � C L
0 OF 6" PVC SDR 35 \1,000 GALLON
GREASE
INTE80 RCEPTOR
O OF 6 MIN. GREASE INTERCEPTOR
E!
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EXTERIOR INTERCEPTOR/SEPARATOR DETAIL
AT 1m an EXAVAm
FIRSTLAYER BEDDING TABLE
m9S
I II
1VIaAR
wII GO ME
_
-
uwW-la
nw SI AND wu
_
NE
is
Alwt
q��04
lRa I�a�o
,q M fmsaW wgm �
EHl� (IL�s�. a e os,
NOTE:
u mmw¢swawmam PLAN VIEW ..w. v 9ae
WATER
NOT LESS THAN 10'
EDGE TO EDGE
`\ SANITARY/STORM SEWER
--- ---
\`
WATER
for MIN.
a
gl I
;
SANITARY/STGRM SEVER
g
I I
10' MIN. 10' MIN.
SANITARY/ V WATER
STORM SEMER
WATER
LE55 THAN 18"
I
ROWS
IB" MIN.
WATERTIGHT SDR 21 PIPE WITH
COMPRESSION TYPE JOINTS
FLEXIBLE COUPLING OR ADAPTOR
,y
NOTES
qg
SANITARY/STORM $EVER
1. WHEN LATERAL SEPARATION IS 10' OR GREATER NO 4.
CONTRACTOR SHALL VERIFY THAT MORE STRINGENT
VERTICAL CLEARANCE IS NEEDED
SEPARATION REQUIREMENTS DO NOT EXIST WITH THE
JURISDICTIONAL WATER UTILITY. IF THEY DO EXIST,
2. ALL CROSSINGS AND SEPARATIONS TO BE 327 IAC.
CONTRACTOR SHALL FOLLOW THE MORE STRINGENT
ARTICLES 3 as 8
REQUIREMENTS.
3. MEN HORIZONTAL SEPARATION IS LESS THAN 10' OR
VERTICAL SEPARATION IS LESS THAN 18%SANITARY PIPE
MUST BE WATERTIGHT SDR 21 WITH COMPRESSION TYPE
JOINTS.
MIN CROSSOVER &SEPARATION
REQUIREMENTS
FOR WATER
& SANITARY/STORM
SEWERS
NOT TO SCALE
(REV. 01/17)
Manhole Fmme and
Cover
Heavy DI Neenah
R-17Mor Esa
Jerden R-1MTZ1G5
OF 6" PVC SDR 35
1.04% MIN.
a xo6sarol I aaaw, 'm Ramsdell=edx I .........,,.�—�3'maXE—� IJIPP Hof
�00
o"�E�sE SANITARY SEWER TRENCHING.
° N° �' BEDDING AND BACKFILL DETAIL
19300ZI9
STALE CW
Qr WDIANP
o'„�YO4NAL
ai ey
�J CLAY TOWNSHIP REGIONAL WASTE DISTRICT
7 SANITARY SEWER BEDDING AND
Schneider BACKFTLL DETAIL
TJ\0 A C(
EGISiEq
e fa MORE THAN 20' DEEP LESS THAN 20' DEEP
11 N0. _ NOIB �o'alcerW aXvw`ali mu4m'
S9AaF9 aw..welamaxarswoo
my lrr w�'sM m¢Wsa
SZONA EP
SERVICE LATERAL DETAIL
�J CLAY TOWNSHIP REGIONAL WASTE DISTRICT
7 SERVICE LATERAL DETAD.L'R"0
Scfvteider NORMAL AND DEEP
See Grease lnlelceptor Lehi
NOTES
-GmwTmp and Sampe smmam Are Pmpely a
Owner And Will Net Bad Maintained By me body
-Minimum 10 Mil BiWmimus Caafiy Appliadb
Entire FaWLtr
-Sample Sbueum shell be vacuum teemed adding with
Iraercspla
ConGNe Rile t0 be
wI lip 1.wMIwI101 24" SAMPLE
Waste District STRUCTURE
i�ncla�De�il
enMMs aah: WTOa le
ECT TO BUILDING
06.62
IDINATE WITH MEP PLAN)
ROX. LOCATION OF
16" STORM
or
UTILITY LEGEND
—$$—
SANITARY SEWER LINE
O
WYE CONNECTION PER TRICO
STANDARD DETAIL
OCONTRACTOR
TO FIELD VERIFY DEPTH
OF EXISTING UTILITY PRIOR TO
CONSTRUCTION AND NOTIFY ENGINEER
IF CONFLICT EXISTS
GENERAL NOTES:
1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE
PROPERTY CORNER MONUMENTS DURING CONSTRUCTION.
2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF
EXISTING UTILITIES PRIOR TO COMMENCING ANY
CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS.
3. SEE SHEET C002 GENERAL NOTES FOR MORE
INFORMATION.
H CAUTION H
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTIUTIES SHOWN ON
THIS PLAN ARE BASED UPON ABOVE GROUND EADENCE (inducing, but
not limited to, morel mMla valves, and hall made upon the
Wound by othere) AND ARE SPEOULATIVE IN NATURE. THERE MAY
ALSO BE OTHER EXISTING UNDERGROUND UTUTES FOR MICH THERE
IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND
EMDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING
UNDERGROUND UTILITIES SHALL HE VERIFIED BY THE CONTRACTOR
PRIOR To ANY AND ALL CONSTRUCTION.
CALL TOLL FREE
"811" OR 1-800-382-55"
— INDIANA UNDERGROUND —
GEICO
AMERICAN
■
STRUCTUREPOINT
INC
■
72605MEe and SMlan I Indianapolis, Indiana 46256
TEL 317.547.55M I FAX 317.543.0270
www.amcmmpaim.com
GEICO CORPORATE
FIRST FLOOR
RENOVATION PHASE 3
101 W. 103RD ST.
INDIANAPOLIS, IN 46290
ari PE10910604 +
eci STATE OF
V �11115`•�' 1
CERTIFIED BY
ISSUANCEINDEX
DATE:
05/31 N 9
PROJECT PHASE:
CONSTRUCTION DOCUMENTS
PHASE 3
REVISION SCHEDULE
NO.
I DESCRIPTION
DATE
1
ADDENDUM 001
07/12/19
Project Nu nber2017.01381
SITE / UTILITY
PLAN
1
C100
DATE: 09/24/19