HomeMy WebLinkAboutEnlargement Plan L103N - Dec. 5 2002DRAINAGE STRUCTURE SCHEDULE
STR.
STR. TYPE
TOP OF RIM
PIPE SIZE
DIRECTION
INV. ELEV.
DETAIL
NEENAH
CASTING
COMMENTS
#1G
INLET
896.45
12" HDPE
SE
893.45
3/L103N
R -3433
6" PERF. PVC
E
893.70
TYPE "A" GRATE
#2G
CURB INLET
896.60
12" HDPE
NW
893.22
5 /L103N
R -3290
2' x S STR.
12" HDPE
SE
893.18
6" PERF. PVC
N
893.68
6" PERF. PVC
S
893.68
#3G
CURB INLET
896.00
12" HDPE
NW
892.73
4/L103N
R -3290
4' DIA. STR.
15" HDPE
SW
892.48
6" PERF. PVC
S
893.00
#4G
CURB INLET
897.00
12" HDPE
SE
894.00
5/L103N
R -3290
2' x 3' STR.
6" PERF. PVC
W
894.50
6" PERF. PVC
E
894.50
#5G
INLET
897.40
12" HDPE
NW
893.12
4 /L103N
R -3433
5' DIA. STR.
15" HDPE
NE
891.70
TYPE "A" GRATE
18" HDPE
SW
891.46
6" PERF. PVC
N
892.46
6" PERF. PVC
E
892.46
6" PERF. PVC
S
892.46
6" PERF. PVC
W
892.46
SCHOOL SIGN
12 INV 895.30
40' FRONT �ETBACK
FIRE CNN C
30 SQSH
STR. #J
RIM 84,141
CONNECT SUBD'AINS
TO NEW
SRUCTURES.
STR. 18
891.80
19
M 891.95
894.08
896.08
oI01&470 WOIO
STR. 19C STR.
RIM 892.81 RIM 893.
119LF OF 12" Hr'E 0 .30
894.50
'p ss1 C 1M 89,348
jrs
0) /j 893
(?)eb, 894.893 w
896
All
ti STR. ;1
"roil .ATAIII
Nke-
ELASTIC INV
INV 894.5
CMP INV 892
0H20 RI
F.F.E.
899.19
.F.E. 899.1
J
896.45
STR.
RIM :•6.
T 5G
IM 897.4
SAW
ALIN
116TH STREE
R. 3
M 892.3
12 CMP INV 895.51
STR. 1 .20
IM 89
(2 P.
RIM 892.
IM 893.60
STR. 9
RIM 893.80
30 "SOSH CM
893.00
STR. 11
RIM 895.20
I.E. 887..'
FLARED EN
STR. ;21
STR. 12
RIM 895.10
SIGN
GAS- GR
Mang NSW Man angIN =Mg M Maw VEgEnZ
'MOM OATS
M.E.G.
CURB INLET
NO SCALE
FOR CASTING TYPE, RIM ELEV.,
SEE STRUCTURE SCHEDULE
ON SHEET L105.
LOAM
2" MIN. DIA. PIPE 6" ';N1 2' -0" x "C"
TO DRAIN AGGREGATE
BASE (3 SIDES).
WRAP END WITH FILTER a
FABRIC.
SEE STR. SCHEDULE
ON DWG. L103N, FOR
DIMENSION "C
ADJUST RIM USING PRECAST
CONCRETE ADJUSTER RINGS.
MAX. 12" HEIGHT ABOVE
CONCRETE BOX.
CAST -IN -PLACE OR
PRECAST CONCRETE
CATCH BASIN.
COMPACTED SUBGRADE
NO SCALE
SLOPE 0.1'
EXISTING
BUILDING
PRECAST CONCRETE MATERIAL
MANHOLE DETAIL
NO SCALE
GROUT
RIM ELEV.
YARD INLET
3/4 OF PIPE DIA
2' -0" SQ.
I I �I I 11 II,;,I
SEE STR. SCHEDULE
SEE SW. SCHEDULE
FOR INV. ELEVATION.
4
COMPACTED SUBGRADE
ADJUST RIM USING PRECAST
CONCRETE ADJUSTER RINGS.
MAX. 12" HEIGHT ABOVE
CONCRETE BOX.
CAST -IN -PLACE OR
PRECAST CONCRETE
CATCH BASIN.
r a9pM 1 1 0-7734\
„dr' I 0
IfflOra
894 50 4**,
to'40
g00 gsg9 O
98
foe
de
de
15
88.11
END SECTION
CTION
I.E. 887.76
FLARED END SECTI6
0
sto
GENERAL NOTES:
1. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
EXACT LOCATION OF ANY BURIED UTILITIES PRIOR TO
EXCAVATION.
2. FOR SITE DETAILS, SEE SHEET L104.
3. FOR PIPE BEDDING AND BACKFILL, SEE DETAIL 17/L104.
4. IF FIELD TILE IS ENCOUNTERED DURING CONSTRUCTION
CONTACT ARCHITECT. RECONNECT TILE WHICH DOES NOT
REQUIRE REMOVAL DUE TO CONSTRUCTION TO THE NEAREST
STORM STRUCTURE WITH A PIPE OF EQUAL SIZE TO THAT
OF THE EXISTING FIELD TILE.
5. ALL SURVEY, PROPERTY BOUNDARY, TOPOGRAPHIC AND
EXISTING UTILITY INFORMATION PROVIDED BY BLEDSOE,
TAPP RIGGERT OF BLOOMINGTON, INDIANA.
THE ODLE MCGUIRE SHOOK CORP. IS NOT RESPONSIBLE
FOR THE ACCURACY OF THE INFORMATION. CONTRACTOR
SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS PRIOR
TO BEGINNING ALL WORK.
GRADING DRAINAGE PLAN -NORTH
SCALE: 1" 50'
90
66 9
W
z co 0
1 Q cc
co I cf
cc ch
Q
W
a
PIPE STUB
SCALE: 1" 20'
SEE STR. SCHEDULE
UNPAVED
AREAS
0J 0
zm 0
,„cc
uo-
W
ENLARGEMENT PLAN
//////7/////
PAVED
AREAS
NOTE:
PROVIDE AND INSTALL 4' -0" AND 5-0" DIAMETER
MANHOLES. COORDINATE STR. NUMBER, LOCATION, AND
SIZE WITH STRUCTURE SCHEDULE.
COURSES OF BRICK OR CONCRETE GRADING
RINGS TO MEET REQUIRED RIM ELEVATION,
SEAL WITH MASTIC. IF BRICKS OR RINGS
NOT REQUIRED ANCHOR FRAME TO PRECAST
MANHOLE WITH MASONRY ANCHORS AND
SEAL WITH MASTIC.
USE PRECAST FLAT TOP SECTION, ASTM
C -478 4000 PSI CONCRETE.
WITH SPECIAL REINFORCING, WHERE DEPTH
OF BASIN DOES NOT ALLOW PRECAST
CONCRETE CONE.
JOINTS: 0 -RING RUBBER GASKET
JOINT ASTM C -443 OR ASTM C -76
WITH PREFORMED JOINT TO BE GROUTED
WITH NON- SHRINK GROUT.
PRECAST BASE SECTION WITH RUBBER
GASKET COMPRESSION SEAT FOR PIPE
(SHOWN) ON CRUSHED STONE BEDDING.
PIPE STUB
6" #53 AGGREGATE
BEDDING
.22
vt‘c pui 4 s
I- 0
Master Planning
Architecture
Landscape Architecture
Engineering
Interior Design
8450 Westfield Boulevard
Suite 200
Indianapolis, Indiana 46240
317.842.0000
Fax 317.722.0930
www.omscorp.net
6765 North State Road 37
P.O. Box 2149
Bloomington, Indiana 47402
812.876.2020
Fax 812.876.2047
CERTIFIED
4)1 Po
CERTIFIED
REVISIONS
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Copyright 2002
by TI-E ODLE McGURE SHOOK CORPORATION
Copyright indudes architectural work, building design,
plans or drawings, and specifications. Architectural
work is the overal form as wel as the arrangement
and composition of spaces and elements in the design.
Reproduction without written permission is prohbited.
PROJECT: 02051
DATE: DECEMBER 5, 2002
DRAWN BY:
CHECKED BY:
DESIGNED BY:
L103N
GBM
BWR
GBM
GRADING DRAINAGE PLAN