HomeMy WebLinkAbout04100007-15 KFC, Long John Silvers, Site Plan, pg 09NOT USED
NOT USED
NOT USED
NOT USED
�.,.s. 17 YARD DRAIN
N.T.S.
N.T.S.
N.T.S.
18
19
18" DIA. CONCRETE
BELL SPIGOT PIPE
OR APPROVED EQUAL
STORM SEWER AS/
SHOWN ON PLAN
BOTTOM SLAB MAY BE PRE -CAST
SEPARATELY AND THE OUTLET PIPE
PLACED ON TOP OF IT WITH THE
BOTTOM SHAPED TO DRAIN.
NOT USED
NOT USED
20 NOT USED
T/C ELEVATION
SHOWN ON PLAN
111-.;;:il I
INVERT SHOWN
ON PLAN
v v_
'D
NEENAH BEEHIVE GRATE
R- 4351 -D OR EQUAL
II I��I I 1
I -1
(D s
N.T.S.
N.T.S.
N.T.S.
13 CATCH BASIN
EXCAVATE WIDTH
OF TRENCH AS
NEEDED
PROPOSED STORM
AND SANITARY
SEWER
N.T.S. 15 TRENCH DETAILS
16 SANITARY RISER
TOP of cns•Nc
SHOWN ON PLAN
%iii, viii
12" PIPE 12"
OD
TRENCH UNDER PAVEMENT
e v
if
6
SECTION A —A
NOTES: COMPACTION REQUIREMENTS REFER TO
THE STANDARD SPECIFICATIONS FOR WATER
SERVICE MAIN CONSTRUCTION IN INDIANA.
"S" THE LENGTH NECESSARY TO PROVIDE 10 FEET
OF SEPARATION AS MEASURED PERPENDICULAR TO
PROPOSED WATER LINE.
GUIDELINES
1. IF SELECT GRANULAR BACKFILL
EXISTS: REMOVE WITHIN WIDTH
OF PROPOSED SEWER TRENCH AND
REPLACE WITH SELECT EXCAVATED
MATERIAL (CLASS IV) AND COMPACT.
2. OMIT SELECT GRANULAR EMBEDMENT
AND GRANULAR BACKFILL TO ONE (1)
FOOT OVER TOP OF SEWER AND USE
SELECT EXCAVATED MATERIAL (CLASS IV)
AND COMPACT THE LENGTH OF "L" FEET.
3. a. CONSTRUCT "L" FEET OF PROPOSED
SEWER OF WATER UNE MATERIAL AND
PRESSURE TEST, OR;
b. USE "L" FEET OF WATER UNE MATERIAL
FOR CASING OF PROPOSED SEWER AND SEAL
ENDS OF CASING.
4
a 4
e
4
4
v
SEE PAVEMENT TYPICA-
SECTION FOR REQUIRED
PAVEMENT THICKNESS
4
4
14 WATER Sc SEWER TRENCH SEPARATOR
PLACE GRANULAR BACKFILL
IN 6" MAX. UFTS
COMPACTED TO 98% MAX.
DRY DENSITY PER ASTM
D698 OR 80% RELATIVE
DENSITY PER ASTM D4353.
NO. 67, 78 OR NO. 8
GRAVEL PLACED A MINIMUM
OF 3" BELOW AND 6" ABOVE
THE PIPE
NOTE:
1. CONTRACTOR SHALL VERIFY COMPACTION
REQUIREMENTS WITH SOILS REPORT PRIOR TO
CONSTRUCTION.
EAST JORDAN IRON WORKS
5110 HEAVY DUTY FRAME
AND TYPE M2 GRATE OR
APPROVED EQUAL.
INVERT ELEVATION
SHOWN ON PLAN
PERMISSIBLE
CONSTRUCTION JOINT
BOTTOM SLAB MAY BE
PRE -CAST SEPARATELY
AND THE OWLET PIPE
PLACED ON TOP OF IT
WITH THE BOTTOM SHAPED
TO DRAIN.
CLASS "A" CONCRETE
6" CONCRETE PRECAST
OR 8" POURED IN PLACE
SEE GUIDEUNES #2.
n
III
A
SEE SANITARY
SEWER NOTE 5,
I SHEET C4.0.
e
4
•4
IMMO
S =10'
PROPOSED STORM OR
SANITARY SEWER
1 I
OPO SANITAR I SE
IiItI
EXCAVATE WIDTH OF
TRENCH AS NEEDED
EXISTING 8" VCP SANITARY SEWER
2'
L =22'
TO BUILDING
SECTION B
MIP727417Alit
1 �r
y
1
1
Ili
PLACE SUITABLE SOIL OR GRANULAR
BACKFILL IN 6" MAX. UFTS COMPACTED TO
927E MAX. DRY DENSITY PER ASTM D698 OR
757E RELATIVE DENSITY PER ASTM D4353.
.00A MIN SSI.OPE
PLACE SUITABLE SOIL OR
GRANULAR BACKFILL IN 6"
MAX. UFTS COMPACTED TO
RECOMMENDATIONS SET
FORTH IN THE SOILS REPORT
S =10'
r 4
4,v
4
3
I
18" MIN.
TRENCH NOT UNDER PAVEMENT
PROPOSED 6"
PVC SANITARY
I 1 SERVICE
NO. 5, NO. 8 GRAVEL
PLACED A MINIMUM OF
4" BELOW AND 12"
ABOVE PIPE
N.T.S.
PROPOSED SEWER
SEE GUIDEUNES 3a.
FOR CASING SEE
GUIDEUNES #3b.
SEE GUIDEUNES #1.
PROPOSED WATER
SERVICE CONNECTION
N.T.S.
SEEDING, MULCHING AND
TOPSOIL PLACED AS CONTRACT
SPECIFICATIONS
"1
/c
UNDISTURBED EARN
NO. 67, 78 OR NO. 8
GRAVEL PLACED A
MINIMUM OF 3" BELOW
THE PIPE
N.T.S.
N.T.S.
INVERT
INLET
CONC. PAD
6" GRAVEL BASE
CLEAN -OUT PIPE
CAP AND SEAL CONDUIT
5 CLEANOUT
6 TYPICAL WATER TAP SERVICE N.T.S.
z
2
XISTING
WATER MAIN
$11[i 1.�
A a•••�••'
24" HEAVY DUTY CAST
IRON FRAME COVER
WITH "GASTIGHT"
GASKET STANDARD.
6" INLET OUTLET PIPE
AND FITTINGS STANDARD
RISERS AS REQD.
R
1' -6
SQUARE
"WATER" ON UD
"A"
TOP VIEW
•i
SECTION
THREADED CLEAN -OUT CAP
1/2'
SERVICE BOX SHALL BE
ADJUSTED AND SET VERTICAL
WITH THE TOP SET FLUSH WITH
THE ESTABUSHED GROUND
SURFACE.
TAP SERVICE PIPING
COPPER TUBE TYPE K
CONFORMING TO ASTM B -88
AND ASTM B 25 -1
BRASS CORPORATION STOP COUPUNG
IiM
WHERE LOCATED IN
PAVEMENT AREAS PROVIDE
8" CONC. SLAB OVER WITH
#5012 "OCE.W.
3' -0"
MIN. TYP.
G.T. SIZE
500 GALLON
750 GALLON
1000 GALLON
1200 GALLON
DIM. "A"
6/ -2»
8' -1"
8' -2"
8' -6"
DIM. "B"
4' -2"
4' -O"
5' -1"
5' -9"
GC SHALL INSTALL GREASE INTERCEPTOR, (G.I.)
AS APPROVED BY LOCAL WASTEWATER JURISDICTION
INSTALLATION SHALL INCLUDE VENT, SAMPUNG PORT/
MANHOLE, REINF. CONCRETE TRAFFIC LID, ETC. AS
REQUIRED PER WASTEWATER DEPARTMENT STANDARDS.
G.I. SHALL BE DESIGNED FOR H2O VEHICLE LOADS.
CURB STOP
COUPUNG
s
o)
N.T.S.
VARIABLE
O
10
8 EXTERIOR GREASE INTERCEPTOR N.T.S.
SEWER
INVERT
OUTLET
4
W
z
o
CONTRACT DATE:
BUILDING TYPE:
PLAN VERSION:
SITE NUMBER:
STORE NUMBER:
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XX.XX.XX
KL60 -y04
Jan04 -E
283006
2004087.05
1331 S. RANGELINE ROAD
CARMEL, IN 46032
KL6O-y04
UTI LITY
DETAILS
C4.1
PLOT DATE: 08.27.04