HomeMy WebLinkAboutL103N Grading & Drainage Plan Dec. 6 2002DRAINAGE STRUCTURE SCHEDULE
STR i
STR. TIP(
XP OF RN
PIPE SIZE
DIRECTION
NV. ELEV.
OM
MEDIAN
COMMENTS
CASTING
PG
INLET
8116.45
12" HOPE
SE
003
3/L103/1
R-3453
6" FEW. Kt
E
883.70
TIPS 'A" GRATE
flZ
CURB INLET
886.60
I2 HIVE
lf HOPE
I b{
Ul
5A10.11
R-32110
2' x S SIR.
6 PEW PVC
6' PRE PC
fIG
CURB INLET
896.00
12" HOPE
NW
e 9213
4/1.10,1
R-3290
OM SW.
TV HOPE
SVI
892.48
6" PERF. PVC
S
893.00
#4G
ONB INLET
8117.013
12' HOPE
SE
T.04.00
5/L103N
R-3290
2' x sm.
r PERF. FAC
w
894.50
6' PERF. PVC
E
884.50
PG
WET
8117.40
i illiN
4A10,1
R-3W
5' DIA. SR
60
hi- Mn
bbbb
WItZW/Air
TYPE "A" MIME
-REBAR FOUND
ELEE:',130
STR. 1
RIM 893 OD
RIM 892 81
1195 OF 17 ICPE 301C
0
STR. 8
891.8C
11:1:111:
894.50-'
893,0D
FIRE CNN CM,/
H2O RIO
RiM 895.20
0•9. 2
RIM 895.10
.66M18,
897 4
-.LIQ)ND
YARD INLET
Master Planning
Architecture
Landscape Architecture
Engineering
interior Design
8450 Westfield Boulevard
Sulte 200
Inchanapois, Indiana 46240
317.842.0000
Fax 317722.0930
www.ornscorp.net
6765 North State Road 37
P.O. Box 2149
Bloomington, Indiana 47402
812.8762020
Fax 812.876.2047
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PROJECE 02051
DATE DECEMBER 5, 2002
11
Ii
3
M 88223
111
.009 20
89 '""••0
MEW
MANS
111
111
8
93 60
SIR.
816 310
orstr
011(
&so z
4 14-
#N°1
.144..L111.11k R. 5
SFL 1 PNI)
T
LE 7..'
SEP'
FLARED ENO CTION
8 8 L SECTION
;E 887 97 STR.
10. 887.76
STR 5
FLARED ENO SECT!
z
t
GENERAL NOTES:
7 357
1. CONTRACTOR SHAU. BE RESPONSIBLE FOR *Rime: DC
EXACT LOCATION OF ANY BUMED MBES PMOR 10
EXCAVAIKK
2. FOR SITE DETALS, SEE SHEET L104.
3. FOR PPE BMOC AND BAUM. SEE OM 17/L104.
4. IF FED TILE IS ENCOUNTERED OUTING CONSTRUCTION
CONTACT ARCHITECT. RECONNECT TILE ITHICTI DOES NOT
REQUIRE REMOVAL DUE TO CONSTRUCTIIN 10 THE NEAREST
STORM STRUCTURE MTH A PIPE OF EQUAL SIZE 10 THAT
OF THE EMS1NG FIELD NE
5. ALL RIMY, PROPERTY BOUNDARY, TOPO;IIPPIC AND
DOM UTIUTY MINATO PR01WED 81' BU:DSOE.
TAN' 'MGM OF BLORWIGRN. MOW&
DE ODLE MCCUIRE a SHOOK CORP. TS NOT RI:WOMBLE
FOR THE ACCURACY OF THE *MAIM. CONTRACTOR
MALL BE M3PONILE FOR W.Rnelc LOCATIONS PRIOR
10 BECIONN ALL RORK
SCALE: I' 60'
GRADING DRAINAGE PLAN-NORTH
z
1
z
z
-0-
2 MN. DIA. PPE
TO DRAIN AGGREGATE
BASE (3 SIDES).
YAW END ICH FILTER
FABRI.
CURB INLET
NO SCALE
FIR CASTING TYPE, RN B.EV.,
SEE STRUCTURE SOIEDULE
ON SET L105.
.4°
iIIIII!
uJ
z o
1= 5
c
4,5 c
LLI
a 0
1-0" x
SEE STR. SCHEDULE
ON D. 003N, FCR
DICTISION
4 I
r
COMPACTED SLOGRADE
5
II =irri,
UNPAVED
AREAS
PPE STUB
NO SCALE
ADJUST RN USING PRECAST
CONCRETE ADAISER RINGS.
MAX It HEIGHT AIME
CONCRETE BOX
CAST-N-PLACE OR
PRECAST COCREW
CATCH BASIL
5
SE STR. SCHEDULE
MANHOLE DETAIL
ENLARGEMENT PLAN
SCALE: T' a 20'
3/4 OF F1PE
FRO AND WALL (-0" NO 5'. DIAMETER
MANHOLES. COMMUTE STR NUMBER, LOCATICK AND
SIZE NTH STRUCTURE SCHEDULE.
NO SCALE
GROUT
RN ELEV.
14 SO.
11 r I 11
COURSES OF BRICK OR MIN:FETE GRADING
rata TO WET REQUIRED RN ELEVATION
SEAL NV MASTIC. IF BRICKS OR RINGS
NOT REQUIRED ANCHOR FRAME TO PRECAST
MANHOLE NITH MASONRY ANCHORS AND
SEAL WM MASTIC.
USE PRECAST FIAT TOP SECTION, ASIR
C478 4000 PSI CONCRETE
WM SPECIAL REINFORCING, IMRE DEPTH
OF BASIN DOES NOT AWN RECAST
CONCREE CONE.
SEE STR. SOCDULE
1 HI
JONTS: 0-RING RUBBER GASKET
JOINT ASTM C-443 CR ASTM C-76
YIN PREFORMED JOINT TO BE GROUTED
NTH NON-SHRINK GROUT.
PRECAST BASE SECTION MTH RUBBER
GASKET COMPRESiKti SEAT FOR PPE
(SHORT) ON CRUSHED STONE ING.
PPE STUB
0.3 AGATE
BEDDING
ADJUST RIM USING PRECAST
CONCREE ADAISTER RINGS.
MAX. it WIGHT ABM
CCMCRETE BOX
CAST-M-PLACE OR
PRECAST COCRETE
CATCH BASIN.
E STR. SOCOULE
FOR NW. BEVATION.
COMPACTED SUBGRADE
3
2
DRAWN BY:
CHECKED BY:
DESIGNED BY:
L103N
GBM
BWR
GBM
1
GRADNG DRANAGE RAN