HomeMy WebLinkAboutC601 - SITE & STORM DETAILS18095
Project Number:
Drawing Number:
Certified By:
Checked ByDrawn ByIssue Date
Revisions:PROJECT:Scope Drawings:CARMEL, INDIANANEWFORCARMEL CLAY SCHOOLSCARMEL ELEMENTARY SCHOOLSDrawing Title:
06-21-19 SO MK
Rev. #Revision
Description
Issue
Date
1 ADDENDUM 7/9/2019
3 ASI #1 8/28/2019
SITE &
STORM
DETAILS
GASKET DETAIL
4"-12"
1/2"
RING OR FLANGE OF CASTING.
PRECAST CONCRETE ADJ.
PLAN VIEW
27 3/4"
GASKET MATERIAL TYP.
BASE EXTRUDABLE PREFORMED
NOMINAL 1/2" BUYTL RUBBER
IN EACH KEYWAY-SEE DETAIL
PREFORMED GASKET MATERIAL
PLACE 1/2" DIA. EXTRUDABLE
SECTION "A-A"
24" I.D.
A A
34" O.D.
1"
63°
34"O.D 24"I.D.
PRECAST CONCRETE ADJUSTING RING
SCALE: NONE
SCALE: NONE
SOLID LID CASTING SETTING DETAIL
WITHIN ASPHALT AREAS
CONCRETE COLLAR
12" min.
NEENAH FOUNDRY CO.
NEENAH R-1772-A SERIES
MANHOLE FRAMES, SOLID LID
NEENAH WIS.
E
C
SECTION "A-A"
A
BD RIM ELEVATION
6" min.
2" min.
YARD SETTINGASPHALT SETTING
CONCRETE COLLAR
MANHOLEA, A-M, B*, E*, J*
MANHOLEBOX INLET
* - 4" FLATTOP REQUIRED
22.75Ø
STRUCTURES
E"C"D"B"A"DESCRIPTION
FRONT
SOLID LID 36ØR-1772-A 21Ø25Ø
CASTING
7D
SPILLWAY
COMPACTED
SUBGRADE
ELEVATION = 857.0
EMERGENCY SPILLWAY
SCALE: NONE
85'
4:1 m
a
x.
4:1
m
a
x
.
EMERGENCY OVERFLOWDEPTH = 0.75'
PAVEMENT REPAIR DETAIL
PIPE DIAMETER
SCALE: NONE
EX. PVMT.
THEN BREAK OUT
1/3 THICKNESS
SAW CUT
EX. PVMT.
D
LIMITS OF PATCH
THEN BREAK OUT
1/3 THICKNESS
SAW CUT
MIN. 2"
BITUMINUS
SURFACE
COMPACTED # 53
AGGREGATE 6"
LIFTS MAX.
6"MIN.
12"MAX
7" MIN.
CONCRETE
6"MIN.
12"MAX
PLUS 14" MIN.
PIPE BEDDING
PER WATERLINE
DETAILS24" MAX.> THAN 45°-90°
STRAIGHT THRU
> THAN 45°-90°
UP TO 60°
> THAN 45°-90°
UP TO 45°
UP TO 45°
48"
54"-66"
33"-36"
24"-33'
42"-48"
42"
48"
60"
60"
96"
96"
84"
84"
72"
PIPE TURNS
PIPES ENTERING/LEAVING AT
24"DIA.
MANHOLE DIAMETER
A-615, GRADE 60. NON-COATED CAST IRON STEPS ARE NOT ACCEPTABLE.
DIAMETER REINFORCING STEEL CONFORMING TO THE REQUIREMENTS OF ASTM
OF ASTM D-4101 REINFORCED WITH DEFORMED 3/8 INCH MINIMUM
MATERIAL. THE COPOLYMER POLYPROPYLENE SHALL MEET THE REQUIREMENTS
STEEL REINFORCING OR AN APPROVED NON-CORROSIVE FIBERGLASS
NOTE: MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE COATED
0°-45° BEND
PIPE SIZE
33"-36"
27"-30"
24"
8"-21"
PIPE SIZE
MIN.
3"
5" MIN.
ASPHALTIC MASTIC
O-RING GASKET
SEAL AT JOINTS
OR BUTYL RUBBER
SEAL AT JOINTS
REBAR OR WIRE MESH
MANHOLE DIA.
60"
72"
60"
45°-90° BEND
48"
60"
60"
48"
48"
MANHOLE DIAMETERS
6" OF #2 OR #8 STONE
EQUIVLENT.
6"
PRECAST CONCRETE
REDUCER CAP AS REQUIRED
TO ASTM. C-478
MANHOLE CONFORMS
BENCHWALLS AT
AREA 0.12 SQ. IN./FT. OF
WIDTH IN BOTH DIRECTIONS.
REINFORCING MIN. STEEL
MIN. 1/2" PER FT. SLOPE
SIZE
PIPE
SEE TABLE
MAXIMUM
16"O.C.
NOTE:
ASPHALTIC MASTIC
OR BUTYL RUBBER
RIM ELEVATION
RINGS IF NEEDED (4 MAX)
ECCENTRIC CONE SECTION OR
PRECAST CONCRETE ADJUSTING
PER STRUCTURE DATA TABLE
FRAME & COVER
SECTIONS
STANDARD STORM SEWER MANHOLE
PIPE END SECTIONS.
2. CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE
1. MANUFACTURE OF END SECTION SHALL BE IN ACCORDANCE WITH ASTM C76.
x Tolerance ± 1"
420020"24 5/16"3.46'-0"8'-3"3'-1"1'-5"4"36"
410017 1/2"23 3/4"3.15'-6"8'-3"3'-6"1'-3"3 3/4"33"
240015"18 1/2"2.95'-0"6'-3"1'-10"1'-2"3 1/2"30"
210014 1/2"18 9/16"2.64'-6"6'-3"2'-5"1'-1"3 1/4"27"
180014"16 3/16"2.34'-0"6'-3"2'-8"1'-0"3"24"
150013"16 1/8"2.13'-6"6'-3"3'-6"11"2 3/4"21"
130012"15 1/2"1.83'-0"6'-2"4'-1"11"2 1/2"18"
110011"12 1/2"1.52'-6"6'-3"4'-0"7"2 1/4"15"
2"8009"10 1/8"1.32'-0"6'-2"4'-3"5"12"
Weight
Approx.R2R1KE xD xC xA xT (min.)DIA.
SECTION A - A2' - 0"E + 2 TClass "A" Concrete
1/2" Diam. Bolts
Hook
Max. Spacing
12" C to C
1 1/2" R
SECTION Y - Y
Diameter
1 1/2" R
R
1
LONGITUDINAL SECTION
C 76
Concrete Pipe ASTM Designation
same as on Standard Reinforced
Grooved (or tongue) to be the
Tongue end on inlet end
Grooved end on outlet end
Class "A" Concrete
3"
A
A
9"
6"A2' - 0"D
B = ( D - C )C
Dia. 1"TTDia.TSLOPE DETAIL
Computed length of culvert
Length (D)
End Section
called for on plans.
on side slope when
Riprap to be placed
END SECTION
CONCRETE
CULVERT
PIPE
4:1 fill
s
l
o
p
e
3:1
f
i
l
l
s
l
o
p
e
C
KPLAN VIEW
6"
9"ETTY
Y
Max. Spacing12" C to CR2
TTDim.NOTES:
PRECAST CONCRETE END SECTION
SCALE: NONE
C601
2
1
5
6
8
7
11 DEBRIS GUARD
100-YR ELEV. = 855.7312" OF INDOT CLASS A
RIPRAP OVER
MIRAFI 180n GEOTEXTILE.
MINIMUM TOP OF BANK
ELEVATION = 858.00
TOP OF RIPRAP SHALL BE FLUSH WITH TOP OF 857 SPILLWAY
ELEVATION. DO NOT SET RIP RAP ABOVE ELEV. 857.
ELEV. = 857.00
850.00
841.00
851.00
T.O.B. 858.00
EASEMENT
15" MIN.
6" MIN. TOPSOIL FOR
NATIVE WETLAND SEED
(SEE L401)
8' MIN. REQUIRED
NORMAL POOL 851.00
100 YEAR = 855.8
2.0'
3
1
4
1
EMERGENCY SPILLWAY
AT 857.00
SAFETY SHELF
10' MIN.
2' COMPACTED CLAY
LINER ON ALL POND
BANKS AND BOTTOM.
COMPACT TO 90% MAX.
MODIFIED PROCTOR
ASTM D-1557.
843.00
2.0' OF OVER EXCAVATION FOR SEDIMENT STORAGE2' COMPACTED CLAY
LINER UNDER 6" OF TOPSOIL
OVER 10-FT. SAFETY SHELF.
NOTES:
1.A 10' SAFTEY FENCE SHALL BE PROVIDED.
2.CLAY LINER MUST BE INSTALLED, COMPACTED AND
APPROVED BEFORE ALLOWING SEDIMENT TO ENTER
BASIN THROUGH PIPE SYSTEM.
3.CARE MUST BE TAKEN TO PROTECT CLAY LINER
WHEN REMOVING COLLECTED SEDIMENT AFTER
COMPLETION OF CONSTRUCTION.
10 WET POND WITH NATIVE BANKS CROSS SECTION
SCALE: NONE
DETECTABLE WARNING
WITH SPECIFICATIONS
TAPE IN ACCORDANCE
'L' GREATER THAN 5 FT.:
REGULAR BACKFILL
'L' 5 FT. OR LESS:
"B" BORROW OR EQUIV. GRANULAR
MATERIAL COMPACTED TO 95%
STANDARD PROCTOR DENSITY.**
"B" BORROW OR EQUIV.
GRANULAR MATERIAL COMPACTED TO
95% STANDARD PROCTOR DENSITY**
3
**UNLESS MORE
STRINGENT
REQUIREMENT
INCLUDED IN
SPECIFICATIONSFINALBACKFILL(Bc/6)*
HAUNCHING
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE
L
Bc
MIN. 1.25 Bc+12"
d
LEGEND
Bc = OUTSIDE DIAMETER
D = INSIDE DIAMETER
12"
MIN 6" TOPSOIL
2.A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE
OF THE INSTALLED PIPE.
1.
INSTALLED IN 6" BALANCED LIFTS.
ALL BEDDING, HAUNCHING, AND INITIAL BACKFILL SHALL BE
NOTES:
REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL
d = DEPTH OF BEDDING
MATERIAL BELOW PIPE
12" & 15" 4"
D d MIN.
MATERIAL BELOW PIPE
18" TO 60" Bc/4
DEPTH OF BEDDING
SCALE: NONE
*3.HAUNCHING FOR HORIZONTAL ELLIPTICAL PIPE SHALL BE
0.7Bc.
4
'L' 5 FT. OR LESS:
"B" BORROW OR EQUIV. GRANULAR
MATERIAL COMPACTED TO 95%
STANDARD PROCTOR DENSITY.**
DETECTABLE WARNING
TAPE IN ACCORDANCE
WITH SPECIFICATIONS
12"
MIN 6" TOPSOIL
MIN.
D = INSIDE DIAMETER
Bc = OUTSIDE DIAMETER
LEGEND
6" BEDDING
MIN. 1.25 Bc+12"
Bc
L
SIMILAR STRUCTURE
CURB, GUTTER OR
EDGE OF PAVEMENT,
12"INITIALBACKFILLHAUNCHING
(Bc/2)BACKFILLFINALSCALE: NONE
PVC AND HDPE TRENCH DETAIL
#8 CRUSHED STONE OR
APPROVED EQUIV. CLASS I
MATERIAL COMPACTED
INTO PLACE
'L' GREATER THAN 5 FT.:
REGULAR BACKFILL
NOTES:
**UNLESS MORE
STRINGENT
REQUIREMENT
INCLUDED IN
SPECIFICATIONS
(EXCEPT 6" BELOW SUBGRADE
UNDER PAVEMENT)
ALL BEDDING, HAUNCHING, AND INITIAL BACKFILL SHALL BE
INSTALLED IN 6" BALANCED LIFTS.
A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE
OF THE INSTALLED PIPE.
1.
2.
3.FOR R/W CROSSINGS USE FLOWABLE CONCRETE BACKFILL
AS REQUIRED BY REGULATORY AGENCIES.
9 SCALE: NONE
SUBSURFACE DRAIN DETAIL
PAVEMENT
STONE BASE
EARTH BACKFILL
6"FILTER FABRIC
SECTION
48" Max.DUAL WALL HDPE OR
6" DIA. PERFORATED
COMPACTED #8 STONE
6 "6"18" Min.18" Min.6"6 "
#8 WASHED GRAVEL
6" DIAM. PERFORATED
DUAL WALL HDPE OR48" Max.6"YARD AREASPAVEMENT AREAS
FINISH GRADE
(MIRAFI 180N)
APPROVED EQUAL.APPROVED EQUALTOPSOIL DURABLE METAL GRATE TOP (REBAR
CONSTRUCTION IS ACCEPTABLE) MAX
OPENING SIZE 4.5" (REMOVABLE FOR
MAINTENANCE PURPOSES)
ALL METAL SURFACE SHALL
BE COATED WITH ZRC COLD
GALVANIZING COMPOUND
AFTER WELDING
WELDED PROTRUSIONS
(4 TOTAL, 3" LONG MIN, 90° APART)
TO KEEP GRATE IN PLACE
24" RCP EXIT PIPE
FL 845.05 ONE 8" ORIFICE OPENING 851.00
8" CONC BASE
EL 844.38
ONE 8" ORIFICE OPENING 853.76
TRASH RACK (SEE DETAIL)
FL 855.80 PRINCIPAL
SPILLWAY
2.83"
2.83"
4'-3"
1'-5"
WELD 1" X 1" X 1/8"
ANGLE OVER ALL EDGES
(TYP)
3 LB/FT^2 EXPANDED
STEEL GRATE ON TOP,
BOTTOM, AND SIDES
1/2" DIAMETER HOLES @
24" CNTRS MAX (TYP)
2" X 1/4" STEEL STOCK ALL AROUND
WELD (TYP)2'-0"
85'
EMERGENCY SPILLWAY
REVETMENT-PROTECTED SPILLWAY
OUTLET STRUCTURE
SCALE: NONE
REINFORCEMENT NOT SHOWN FOIR
CLARITY BASE, WALLS & REINFORCEMENT
SHALL BE PER TYPICAL MANHOLE
OUTLET STRUCTURE
12
SWALES AS INDICATED
ON PLANS
858.00
857.00
45°
TRASH RACK DETAIL
OPENINGS & EXITGRATED TOP PLAN
LIMITS OF NATIVE VEG
(SEE L401)
853.00
2 TAC COMMENTS 8/12/2019
4 ASI #2 9/20/2019
849.00
4
1
EXTEND CONCRETE TO
UNDISTURBED EARTH
AND PLACE CONCRETE
WITHOUT HORIZONTAL
CONCRETE JOINTS.
OUTSIDE OF PIPE BELL
OUTSIDE OF PIPE BARREL
3,000 PSI CONCRETE
EXCAVATION
2' MIN.
TRENCH
WIDTH
SCALE: NONE
ANTI-SEEP COLLAR13
2' MIN.
2'
MIN.
8" MIN THICK
2'
MIN.TYPICAL SIGN LOCATION
(SEE C403 FOR INDIVIDUAL SIGN LOCATIONS)
8 ASI #8 12/18/2019
8