HomeMy WebLinkAboutC802 STORM & DRAINAGE DETAILS1/2" PREFORMED 6" 4" 6" SLOPE 1/2" &
EXP. JT. � W/ BROOM FINISH
PVMT. i PVMT.
d.
_V) _ _
Q 1=1 I M I I I —III 11=1I ACO K 100 PRECAST
=1II=1II=1II a 1
III=III=1' TRENCH DRAIN W/ ADA
=III=III=III III=III—II DUCTILE IRON GRATE
=1I1=1II e II1=1II
IIII IIII d ° 11111111E COMPACTED SUBGRADE
TRENCH DRAIN DETAIL
NTS
1
� a � 1 � rr•� ..
1 � : r• 1
i
• a• 1
MUNCHING (Bc/6
BEDDING
LLULNU
: Bc = OUTSIDE DIAMETER
D = INSIDE DIAMETER
d = DEPTH OF BEDDING
MATERIAL BELOW PIPE
SPRINGUNE
DEPTH OF BEDDING
`MATERIAL BELOW PIPE
d n d UIN
I Bc I 66' do LARGER 6"
NOTES'
1. BEDDING AND MUNCHING FOR ALL RCP INSTALLATIONS SHALL BE 08 STONE MEETING THE MATERIAL REQUIREMENTS OF THE
INDOT. BEDDING SHALL BE PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND UNIE,
THERE REMAINS A 4" MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL FOR
PIPE SIZES 66- AND LARGER, THE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL SHALL BE 6-. BEDDING SHALL BE
PLACED TO BE UNIFORM AS POSSIBLE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF
THE PIPE PRIOR TO PLACEMENT OF THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE
SOIL SHALL BE UNDERCUT TO SUCH A DEPTH THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE
FOUNDATION ALONG THE ENTIRE LENGTH OF THE PIPE MUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 8' MAXIMUM
LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL
SHALL BE BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. MUNCHING SHALL EXTEND
TO THE SPRINGUNE OF THE PIPE MINIMUM TRENCH WIDTH SHALL BE THE OUTSIDE DIAMETER OF THE PIPE PLUS 18'.
2. FINAL BACKFILL FOR ALL RCP INSTALLATIONS WHERE "L' IS 5' OR LESS SHALL BE B—BORROW FOR STRUCTURE BACKFILL
MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN
95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6' OF THE
EXCAVATION BELOW THE LIMIT OF SUBGRADE SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND
SHALL BE COMPACTED TO NOT LESS THAN 95X STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS
WHERE "L' IS GREATER THAN 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6' IN DIAMETER, FROZEN
LUMPS OF SOIL, WOOD OR OTHER EXTRANEOUS MATERIAL, COMPACTED IN 12' MAXIMUM LIFTS TO NOT LESS THAN 90%
STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING
AGENCY TO PROVIDE COMPACTION TESTING AS NECESSARY.
3. FOR INSTALLATION OF STORM MAINS, WATERMAINS, SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE
LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF
THE INSTALLED PAVEMENT OR FINAL GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5
FEET OF COVER ALONG ANY PART OF THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE
INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN.
4. IF EXISTING SUBGRADE HAS BEEN LIME STABILIZED, BACKFILL WITH B—BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO
THE LIMIT OF EXISTING SUBGRADE WITH COMPACTED AGGREGATE NO 53.
5. THESE STANDARDS SHALL APPLY FOR STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM
SEWERS THAT SHALL BE MAINTAINED BY THE CITY, REGARDLESS OF STORM SEWER JURISDICTION.
6. ALL STORM PIPE WITHIN EXISTING OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION
OVER STORM PIPES.
STANDARD CITY OF CARMEL STANDARDS
DRAWING
10-31 TRENCH DETAIL FOR CITY STORM SEWERS
TRENCH DETAIL FOR RCP STORM SEWERS
NTS
EARTH OR SIDEWALK SURFACE
UNDERDRAIN TRENCH TO BE
FLUSH WITH BACK OF CURB
CONCRETE CURB OR CURB dt GUTTER
PAVEMENT—\
ASPHALT OR COMPACTED AGGREGATE
1 1
���. .11��. 11 • �'i 1 • 71 1 -
-
• 7' " 1 1 1 1
1
NOTES'
PIPE SHALL CONFORM TO SPEC REQUIREMENTS
OF SECTION 718 OF STANDARD SPECIFICATION
INSTALLATION REQUIRED' BOTH SIDES OF PAVEMENT
AND WHERE REQUESTED BY THE CITY ENGINEER
STANDARD DRAWING CITY OF CARMEL STANDARDS
10-12 UNDERDRAIN
6" 10" 6" SLOPE 1/2"
PAVEMENT PAVEMENT
'd BROOM FINISH
IF 4 NEENAH R-4990DX W/
"C" GRATE & "X" FRAME
a d. ° I —III —II.
III—III=11 v,
=III=III=III=III=III=IJ�=III=III=11'—COMPACTED SUBGRADE
I I i l l l l_,III=1 I I I � I I I I-1 I I=1 I I —III —I I I
TRENCH DRAIN DETA L /
NTS NO SCALE
OFFICE OF THE HAMILTON COUNTY SURVEYOR
ASTING FRAME AND COVER AS SPECIFIED
NUN -ASPHALTIC MASTIC
OR BUTYL RUBBER
x
SEAL BETWEEN JOINTS.
;S CV
PRECAST CONCRETE ADJUSTER RINGS IF
NEEDED (12 INCHES OF RINGS MAXIMUM).
24" DIAMETER—
............... ECCENTRIC CONE OR REDUCER
CAP AS REQUIRED BY SITE
=': �• �� CONDITIONS. CONE TOP TO
�___4 MATCH ADJUSTING RING PROFILE.
- ----------
FULL HEIGHT MANHOLE
P
STEPS AS SPECIFIED.
' 5" MINIMUM
NOTE:
.� MANHOLE CONFORMS
- TO ASTM 478
op �
O-RING GASKET NON -
ASPHALTIC MASTIC OR
BUTYL RUBBER SEAL
48" DIAMETER PRECAST
AT JOINTS.
CONCRETE SECTION
PREFORMED HOLE TO MAXIMUM
OF PIPE U.D. •8" WITH
BENCH HALLS AT MINIMUM
NON -SHRINK CEMENT GROUT.
/2" PER FOOT SLOPE. BENCH
WALLS TO BE CONSTRUCTED
TO SPRING LINE OF PIPE.
�. • :'' NOTE:
STRUCTURES ARE TO BE
. ; : '' • ' GROUTED FULLY, TROWELED
' �•' ' ' SMOOTH AND BRUSH FINISHED.
REINFORCED BAR
PRECAST BASE•'`'�"
B' OR 8' PER SECTION
w4 Q 12" ON CENTER OR
APPROVED ALTERNATIVE
•'
3" MINIMUM
MANHOLE SASE SET
ON 8" OF 2 STONE
STANDARD MANHOLE
FOR PIPE SIZES 12 THRU 24"
(DRAWING NOT TO SCALE)
HAMILTON COUNTY SURVEYOR'S OFFICE
REVISED- 1 FEB 2002
STANDARD PLAN
APPROVED:
- Z
ATE
D _
KENTON C. WAR
AMILTON COUNT SURVEYOR
48" DIA. STORM MANHOLE DETAIL
NTS
OFFICE OF THE HAMILTON COUNTY SURVEYOR
CASTING FRAME STANDARD MANHOLE
AND COVER AS
SPECIFIED FOR PIPE SIZES 24ItTHRU 66"
x PRECAST CONCRETE ADJUSTER RINGS IF
CV At NEEDED (12 INCHES OF RINGS MAXIMUM).
NON -ASPHALTIC 24..
MASTIC OR DIAMETER
BUTYL RUBBER STANDARD PRECAST MANHOLE CAP OR CONE
SEAL BETWEEN
JOINTS
5" MINIMUM\. 4' DIAMETER /5" MINIMUM
NON -ASPHALTIC MASTIC
OR BUTYL RUBBER
SEAL BETWEEN JOINTS
18"
TYPICAL
MANHOLE
PIPE
PIPE TURNS
DIA. "F"
DIA. "G"
98"
48"
GREATER THAN 45 TO 90 DEG
98"
54"-66"
UP TO 80 DEG
84"
42"
GREATER THAN 45 TO 90 DEG
84"
48"
TURNS UP TO 45 DEC
72"
42"-48"
UP TO 45 DEC
80"
33"-36"
STRAIGHT THRU
80"
24"-33"
GREATER THAN 45 TO 90 DEG
FULL HEIGHT MANHOLE
STEPS AS SPECIFIED
------------- CONCRETE REDUCER CAP
NOTE:
-MANHOLE CONFORMS TO
ASTM C-478
-NO BRICK OR BLOCK WILL
BE ALLOWED IN MANHOLE
-O-RING GASKET. NON-
DIA• "F" ASPHALTIC MASTIC OR
BUTYL RUBBER SEAL
1' MIN. OVER BETWEEN JOINTS
HIGHEST PIPE
PREFORMED HOLE TO MAXIMUM
OF PIPE O.D. •8" WITH
NON -SHRINK CEMENT GROUT
,Cf
I/BENCH WALLS AT MINIMUM
" PER FOOT SLOPE. BENCH
';:.. ':.', ■ ■ : ,,• WALLS TO BE CONSTRUCTED
• . , TO SPRING LINE OF PIPE.
3" MIN. ,•'■,•'■, '• •.■,■••.■;, ,�■'•.�
8" MIN.
3" MIN.
ONE COMPLETE UNIT OF PRECAST CONCRETE
(DRAWING NOT TO SCALE) MANHOLE BASE AND RISER OR APPROVED ALTERNATIVE
HAMILTON COUNTY SURVEYOR'S OFFICE
REVISED: 1 FEB 2002
STANDARD PLAN
APPROVED: z• ► D _ 1
KENTON C.W60. HAMILTON CO NTY SURVEYOR DATE
Aqua -Swirl® Polymer Coated Steel (PCS
Stormwater Treatment System
Projected View
SCALE 1 ■70
/ Unless other traffic barriers are present,
bollards shall be placed around access riser(s)
in non -traffic areas to prevent inadvertent
loading by maintenance vehicles.
48 in
[1219 mm] Min.
1/2 in 12 in 4 1/2 in
Concrete Cover [1 / in [305 mm] 1114 mm]
Soil ,.y
Please see accompanlea Aqua-bwlrlCU speclticatlon notes. bee bite
Plan for actual System orientation. Approximate dry (pick) weight:
3800 Ibs [1700 kg].
O As an alternative, 42 in [1067 mm] diameter, HS-20/25
rated precast concrete rings may be substituted. 14 in
[356 mm] thickness must be maintained.
Gravel Bac
'
rame
O
48 in
[1219 mm] Min.
inO XC-7 inlet/outlet pipe size ranges up to 42 in [1067 mm].
1111 1/2 in
Backfil 190% [13 mm]
8 in
[203 mm]
Cover,..,[114
mm]
Proctor Density) Riser
Place small amount of
#4 [13 mm] Reba r
@ 6 in [152 mm]
3O XC-7 chamber height may vary up to 156 in [3962 mm],
WrapCompressible Expansion
Joint Material to a minimum Manhole Frame & Cover Detail
concrete [3,000 psi [20
MPa] (min)] to support
Each Way
depending on inlet outlet pipe size.
p 9 / p p
1/2-inch 13 mm thickness around
/ [ ] For Non -Traffic Areas only
top of riser to allow transfer of NTS
and level manhole frame.
3,000 psi [20 MPa]
(min) Concrete
30 in [762 mm]
14 in
356 mm
[ ]
inadvertent loading from
manhole cover to concrete slab.
DO NOT allow manhole
frame to rest upon riser.
Backfill (90%
Riser
O Orientation may varyfrom a minimum of 900 to a
1/2 in [13 mm] Thick 4 y
Proctor Density)
Expansion Joint maximum of 1801. Clockwise or counterclockwise
Manhole Frame & Cover Detail
For Traffic Loading Areas
Material
orientation as needed.
NTS
030 in
[762 mm]
Manhole Frame and
Cover by Manufacturer.
Rim elevations to
102 in _
(See Details)
match finishh r
� WF'ame
[2591 mm]
Grade (Rim) el. Varies
[127 mm]
®
B dC I
Frame 1/2 in
[13 mm]
Optional inlet 180° Octagonal Base Plate an oup er Riser
orientations available Varies by Manufacturer.
(See note 4) (as needed) Lifting Lugs Varies
090 in el. Varies
[0229 mm]
Lifting Lugs
102 in
[2591 mm] }
042 in
■ 2 [1067 mm]
24" ADS N-12 MANIFOLD PIPE IN
Pipe coupling
by Contractor.
12 in [305 mm]
long Stub -out
by Manufacturer.
i�
-Plan Vie
SCALE 1:40
042 in
[1067 mm] ■
Pipe coupling
by Contractor.
12 in [305 mm]
long Stub -out
by Manufacturer.
Inlet/Outlet Invert
el. Varies
156 in
® [3962 mm]
90 in
[2286 mm]
el. Varies
090 in
[2286 mm]
6 in
[152 mm]
Elevation View
SCALE 1:40
Backfill shall extend at least 18
inches [457 mm] outward from
Swirl Concentrator and for the
full height of the Swirl
Concentrator (including riser)
extending laterally to
undisturbed soils. (See MH
Detail Below)
18 in
T
CARMEI
LATER
PEDCOR DESIGN GROUP LLC
Architecture / Project Management:
355 City Center Drive
Carmel, Indiana 46032
317.705.7979 (phone)
317.705.7980 (fax)
Engineer:
I I I I I I1/1///
0 .. fR
,' ..
�i
G�ST�� :%19
910023
;• STATE OF :?QZ
o,�,•
,, ss
By:
Developer:
P E D C O R
DEVELOPMENT CO.
Project:
AQUA —SWIRL XCELERATOR XC-7 CCW BMP (STR. 7)(�
NO SCALE
6'-0
N
ELEV. 830.87
ELEV. 828.70
2.8• DNA.Yl— 1 /2" STEEL PLATE
WITH 1/2'x2" GALVANIZED
'- STEEL BOLTS
ELEV. 825.20
2.1"DIA.
ELEV. 823.79
ELEVATION
NON —CORROSIVE ORIFICE PLATE
DIKE F-I C\/ Q77 An
72" DIA. MANHOLE
3EE DETAIL 08/C802
E PLATE
DS N-12 MANIFOLD PIPE IN (N)
4" RCP OUT (E)
ELEV. 823.79
#2 STONE BEDDING
SECTION
NOTES: 1. DIMENSIONS AND STRUCTURAL DESIGN
SHALL BE PERFORMED BY CONCRETE
MANUFACTURER.
2. MANHOLE SHALL CONFORM
TO ASTM C478
OUTLET CONTROL MANHOLE DETA L
o°
WEEP HOLES " 2'-0 SQ
NO SCALE
cn
�. w
6';:. WEEP HOLES Q z
° D
4 Q
ti ° .. n, Oo
.4 � D
v
v v
v
6" STONE BASE SEE SHEET C301 FOR PIPE
SIZES AND INVERT ELEV.
INLET TYPE 'A M O D F E D'
EDGE OF PAVEMENT,
CURB, GUTTER OR 5' OR LESS
SIMILAR STRUCTURE
IN THE PUBLIC R/W
CLEANOUT COVER
THREADED -TYPE
WATER TIGHT &
CAPPED AT ALL
TIMES
FINISH GRADE-, CLEANOUT PLUG
ROUND FLANGED HOUSING
,W/HEAVY DUTY CAST IRON COVER
JAY R. SMITH 4251
/18"X18"X4" THICK CONCRETE PAD
RISER PIPE SAME AS SEWER
STORM CLEANOUT
NO SCALE
ACE OF BUILDING
DOWNSPOUT
SLOPE
TYPE 'A'
TYPE 'B'
TYPE 'C'
SELF LEVELING URETHANE SEALANT,
COLOR AS SELECTED BY ARCHITECT
CAST IRON DOWNSPOUT BOOT
O
BY NEENAH -SERIES R-4924-28
(TYPE A, B, OR C)
COORDINATE TYPE, SIZE AND
w
COLOR WITH ARCHITECT.
STORM SEWER PIPE - SEE GRADING
& DRAINAGE PLAN FOR SIZE & SLOPE
_
FINISH GRADE
zZ
J
0
0
DOWNSPOUT
BOOT
DOWNSPOUT CONNECT ON DETA L
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH IF NOT
UNDER PVMT.
NO SCALE
EDGE OF PAVEMENT,
CURB, GUTTER OR GREATER THAN 5' MIN. 6" TOPSOIL
SIMILAR STRUCTURE TO ENSURE GRASS
IN THE PUBLIC R/W—GROWTH
"B" BORROW OR EQUIV. 1.25 Bc+12" ■/ NOTE: % MIN. 1.25 Bc+12":
GRANULAR MATERIAL �\ ALL BEDDING & INITIAL BACKFILL \\
COMPACTED TO 95% SHALL BE INSTALLED IN 6" TO
12" BALANCED LIFTS
STANDARD PROCTOR
REGULAR BACKFILL
DENSITY IN. 12" MIN. 12"
A MINIMUM 9" CLEARANCE SHALL
#8 CRUSHED STONE OR BE PROVIDED ON EACH SIDE OF #8 CRUSHED STONE OR
APPROVED EQUIV. THE INSTALLED PIPE (Bc < 12") APPROVED EQUIV.
CLASS I BEDDING MATERIAL LEGEND CLASS I BEDDING MATERIAL
HAND TAMPED OR WALKED HAND TAMPED OR WALKED
INTO PLACE gc // Bc=OUTSIDE DIAMETER INTO PLACE Bc
\� 4 D=INSIDE DIAMETER / 4„
,....- ■.
d=DEPTH OF BEDDING
MATERIAL BELOW PIPE
WITHIN 5' OF EDGE OF PAVEMENT GREATER THAN 5' FROM EDGE OF PAVEMENT
PIPE TRENCH BACKF LL (HDPE & PVC) ■■
COPYRIGHT & OWNERSHIP OF DOCUMENTS
THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE
PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL
INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION
AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS
PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT,
INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL
INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINALAND
PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND
PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN,
THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR
PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAYBE
DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED,
MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE
SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R.
STUTZMAN AND PEDCOR DESIGN GROUP, LLC. O COPYRIGHT 2022
JAMES R. STUTZMAN, AIA, Carmel, Indiana.
CONSTRUCTION DOCUMENTS
Set Issue Date
Sheet Issue Date
01 /30/2023
05/04/2023
Drawn By
Checked By
DBH
RDM
Last Revision Date:
03/30/23 - CARMEL REVIEW
05/04/23 - CARMEL REVIEW
Project Number:
21071.001
Sheet Title:
STORM &
DRAINAGE
DETAILS
Sheet Number:
C802
STREET CURB UNDER —DRAIN DETAIL
NTS
60"-96" DIA. STORM MANHOLE DETAIL
NTS
SCALE: 3/4"=1'O"
NO SCALE