HomeMy WebLinkAbout09040009-10 Glick Indoor Self Storage Large Plan Pg 16OFFICE OF THE HAMILTON COUNTY SURVEYOR
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805
I I 3 (MIN.)
I I
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PROPOSED
GRADE
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I I 1=_ I I I I I I
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PROPOSED GRADE
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SILTING
I
I
UNDERCUT SWALE
I TO ALLOW FOR FUTURE
/2 nu' (N)
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763
PERFORATED SUBSURFACE DRAIN
WITH MINIMUM 0.5% GRADIENT.
SEE DEVELOPMENT PLAN FOR
(6" MINIMUM) AND INVERT ELEVATIONS.
1
(SSD) PIPE
SIZES
TO SCALE)
0,--)
D �O
3
N
TILE SHALL 11TH WALL
PERFORA PI
TYPICAL SWALE
ALL SUBSURFACE DRAINS IL SHABE
CONSTRUCTED WITH DOUBLE WALL
HANCOR1 OR EQUIVALENT
DETAIL
(DRAWING NOT
HAMILTON COUNTY SURVEYOR'S OFFICE
780
REVISED 16 AUG 2005
APPROVED C: v 811[,l DC--
STANDARD PLAN
D-16
KENT C. WARD, H ILTON COUNTY SURVEYOR DATE
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9
9
8 I 7
8
7
6
6
5
5
FIGURE 501 -1
Bedding and Backfill Standards for Storm Sewers
RCP TRENCH DETAIL FOR CITY STORM SEWERS
NO SCALE s
NOTES!
FINAL
BACKFILL
HAUNCHINC
/2)
L
PAVEMENT SECTION VARIES
4
Bc
SPKINGi INI
6" MINIMUM CF TO'SOL
CI OF CARMv'L L S 7ANDARD 5
MNIIMUI. COVER SHALL
BE PER NOTE 3
MILL!' I uF I AIL I Oli CI I Y S I OkIM SLb�'t_I�S
STORM SEWER PLAN AND PROFILE NOTES:
SEE STRUCTUE DATA TABLE ON
GRADING PLAN, SHEET C301, FOR
STRUCTURE AND CASTING TYPES.
LEGEND
8c OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BFI.OW PIPE
DEPTH OF BEDDING
MATERIAL BELOW PIPE
I d d MIN
60" SMALLER 4"
66" LARGER 6"
1, BED!NG AND HAUNCHING FOR ALL RCP TNSTALL.ATIONS SHALE BE 18 STONE MEETING THE MATERIAL REQUIREMENTS OF
THE INDOT. BEDDING SHAL.. BE PLACED IN THE TRENCH 8011011 SUCH THAT AFTER 1HF PIPE IS INS1AIIEC TO GRADE
AND LINE. THERE REMAINS A 4' IA NATUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE
BELL. FOR PIPE SIZES 66" AND LARGER, HIE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL SHALL BL 6 BEDDING
SHALL BE PLACED TO BE UNIFORM AS POSSIBLE, BUT SHAI1 BE LOOSELY PLACED UNCOMPACTEO MATERIA! UNDER THE
JIUDLE THIRD OF THE PIPE PRIOR 10 PLACEUENT CF THE PPE. IF THE UNDERLYING SCILS OF THE TRENCH BOTTOM ARE
SOT T OR YLILDING, 1HL SOIL SHALL L L UNDERCUT TO SUCH A DEPTH 'HAT WIEN REPAIRED YMTH 12 STONE 11 WILL
PRODUCE A LJNIFORLI AND STABl E FOJN:DATTON ALONG T1-'E ENTIRE LENGTH OF THE PIPE. HAUNCHING AND INITIAL EIACKFILL
SHALL BE COMPACTED IN E` MAXIMUM. LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH
OF THE MATERIAL PLACED. THE BACKFILI SHALL 3E BR3JC;HT UP EVENLY ON BOTH SID=S CF THE PIPE FOR THE FULL
L-ENGIH OF HE PIPE. HA'JNCHHNG SHALL EXTEND 10 11IE SPRNG_HNE OF THE PIPE. MINIMUM 1RENC WIDTH SMALL Iii= THE
O.1TSDE. DIAMETER OE THE PIPE PLUS T8
7. FINA?. BACKFILE FOR ALL RCP INSTALLATIONS WHERE "1" IS 5' OR LESS SHALL 9F R- RORRC'A' FOR STRUCTURE BACKFILI
MEETING THE MATERIAL REOU)REMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6' MAXIMUM LIFTS 0 NOT LESS
THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILI FOR THE
TOP 6" OF THE EXCAVATON BELOW THE START OF THE AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE X153 STONE
MEETING THE MATERIAL REOUIREMENTS OF THE 'MOOT AND SHALL RE COMPACTED TO NOT IFSS THAN 95% STANDARD
PROCTOR DENSITY. FINAL BACKFILL TOR ALL RCS INSTALLATIONS NI1ERC "L" IS GREATER THAN 5' SHALL BE CLEAN FILL
MATERIAL FREE. 0! ROCKS LARGER THAN 6" IN DIAMA1FR, FROZEN LUMPS OF SUIT., WOOD OR OTHER EXTRANEOUS
MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FCR THE ENTIRE
DEPTH OF THE EXCAVATION. THE FINAL 6 INCHES OF THE EXCAVATION SiiALL CONSIST Of TOPSO'L
3. 111E. MINIMLN. COVER TROM THL TOT'' Of TA INSTALLED PAVEMENT 10 HI 10P OF THE INSTALLED PIPE SHALL 13E "HE
PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE 1Pk SUEGRADE) Fl US 1' -0 BL i
UNDER NO CIRCUMSTA'YCYS STALL 1HC COVER ALONG ANY PART Or THE PIPE TROY THE FINAL PAVEMENT LLEVAIION
TO THE TOT' OF THE PIPE BE LESS THAN 2.5 FEET.
4. tF EXISTING SUBGRADE HAS BEEN LIVE STAB,L)ZED, BACKFILL WTH B- BORROW UP 10 BOTTOM OF UNTREATED EXISTING
SJBGRADE AND FILL TO TOP OF TREATED 9UOGRADL WITH LIME STASAL!LLD SOL
5. THESE STANDARDS SHALL APPLY FOR STORV SEWERS INSTALLED 54 'THIN CITY EXISTING AND PROPOSED R /1Y1 REGARDLESS
bF JURISDICTION OVER STORM PRES.
6. ALL STORM PIPE WTHIN EXISTING OR PROPOSED CITY R /W' SHALL BE REINFORCED CONCRETE PPE REGARDLESS OF
JURISDICTION OVER STORY PIPES.
STANDARD
DR NC
10 28
MINIMUM COVER FOR PIPE CROSSINGS WITHIN CITY RIGHT -OF -WAY
FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS,
SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF JURISDICTION OF THE
UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF
THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND
AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 BUT UNDER NO CIRCUMSTANCES
SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO
THE TOP OF THE PIPE BE LESS THAN 2.5 –FEET. 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.
COVER HEIGHTS FOR REINFORCED CONCRETE PIPE STORM SEWER THAT ARE LESS THAN THOSE
REQUIRED WILL BE EVALUATED ON A CASE BY CASE CONDITION AND APPROVED ONLY WITH
WRITTEN PERMISSION BY THE CITY ENGINEER.
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS
APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. EVIATIONS
FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR
DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A
DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL
APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH EVIATION SHALL BE
INCLUDED AS A REQUIREMENT ON AS– BUILT /RECORD DRAWINGS SUBMITTED FOR RELEASE OF
PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES
OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE
AS –BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE.
THE CONTRACTOR IS INSTRUCTED TO AS –BUILT EACH SECTION OF STORM PIPE AS IT IS BEING
INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY
OF CARMEL.
FULL DEPTH GRANULAR BACKFILL SHALL BE PER DETAIL 10 -28 ON THIS SHEET. REFER
TO DETAIL 10 -28, THIS SHEET, FOR TRENCHING, BACKFILL AND COVER REQUIREMENTS.
PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE AND DOES NOT INCLUDE END SECTIONS.
THERE SHALL BE NO FRAMES, CASTINGS, OR VALVE BOX EXTENSIONS IN THE STREET
PAVEMENT, CURBS, SIDEWALKS, OR ASPHALT PATH FOR ANY UTILITY INSTALLATIONS IN
THE RIGHT –OF –WAY WITH THE EXCEPTION OF CURB INLET CASTINGS.
3
3:1 SLOPE
3:1 SLOPE
808.0
r -D�
3:1 SLOPE
808.70
2
15' -0"
DRY DETENTION DETAIL
CROSS SECTION (NO SCALE)
FLOODWAY MITIGATION (NORTH)
o SPILLWAY BED
807.66
I I I 1 I I I It' II
I III I II III III III III I
DRY DETENTION (SOUTH)
EMERGENCY SPILLWAY
CROSS SECTION (NO SCALE)
3:1 SLOPE
COMPACTED SURFACE
W/ EROSION CONROL
BLANKET.
808.70
COMPACTED SURFACE
W/ EROSION CONROL
BLANKET.
TAC S i4'J'E/D 6 4 2009
1
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SCALE:
1"=50'
A le 8
‘5.
`S
:a
HORIZONTAL
g
820
820
815
9-
h
DWG NAME:
C601 STM PNP.DWG
815
810
CHECKED BY:
JES
DATE:
4/7/2009
A.g
EXISTING
GRADE
'M. STR. #103
a 0 +90.13
807.66
IX STORM I N L:
E SHEET C60
810
805
STR. 1102
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s, 4 4 OF i
'O ANA
ummittO
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(1)
V v w
F- cD (J)
PREPARED FOR:
RANGE LINE ROAD SELF STORA GE PROJECT
CLICK SELF STORAGE, LLC.
805
o
800
a
W1 S
PROPOSED
GRADE
800
87' of 12"
RCP N.
795
/2 nu' (N)
795
790
790
785
785
780
780
775
775
—0+50
0 +00 0 +50 1 +00
to
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DLL +V'
a
o I
0 as
0 0
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O cV
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N 0.) A
Z
Or �I
6 F- O
o
1
10
9
9
8 I 7
8
7
6
6
5
5
FIGURE 501 -1
Bedding and Backfill Standards for Storm Sewers
RCP TRENCH DETAIL FOR CITY STORM SEWERS
NO SCALE s
NOTES!
FINAL
BACKFILL
HAUNCHINC
/2)
L
PAVEMENT SECTION VARIES
4
Bc
SPKINGi INI
6" MINIMUM CF TO'SOL
CI OF CARMv'L L S 7ANDARD 5
MNIIMUI. COVER SHALL
BE PER NOTE 3
MILL!' I uF I AIL I Oli CI I Y S I OkIM SLb�'t_I�S
STORM SEWER PLAN AND PROFILE NOTES:
SEE STRUCTUE DATA TABLE ON
GRADING PLAN, SHEET C301, FOR
STRUCTURE AND CASTING TYPES.
LEGEND
8c OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BFI.OW PIPE
DEPTH OF BEDDING
MATERIAL BELOW PIPE
I d d MIN
60" SMALLER 4"
66" LARGER 6"
1, BED!NG AND HAUNCHING FOR ALL RCP TNSTALL.ATIONS SHALE BE 18 STONE MEETING THE MATERIAL REQUIREMENTS OF
THE INDOT. BEDDING SHAL.. BE PLACED IN THE TRENCH 8011011 SUCH THAT AFTER 1HF PIPE IS INS1AIIEC TO GRADE
AND LINE. THERE REMAINS A 4' IA NATUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE
BELL. FOR PIPE SIZES 66" AND LARGER, HIE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL SHALL BL 6 BEDDING
SHALL BE PLACED TO BE UNIFORM AS POSSIBLE, BUT SHAI1 BE LOOSELY PLACED UNCOMPACTEO MATERIA! UNDER THE
JIUDLE THIRD OF THE PIPE PRIOR 10 PLACEUENT CF THE PPE. IF THE UNDERLYING SCILS OF THE TRENCH BOTTOM ARE
SOT T OR YLILDING, 1HL SOIL SHALL L L UNDERCUT TO SUCH A DEPTH 'HAT WIEN REPAIRED YMTH 12 STONE 11 WILL
PRODUCE A LJNIFORLI AND STABl E FOJN:DATTON ALONG T1-'E ENTIRE LENGTH OF THE PIPE. HAUNCHING AND INITIAL EIACKFILL
SHALL BE COMPACTED IN E` MAXIMUM. LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH
OF THE MATERIAL PLACED. THE BACKFILI SHALL 3E BR3JC;HT UP EVENLY ON BOTH SID=S CF THE PIPE FOR THE FULL
L-ENGIH OF HE PIPE. HA'JNCHHNG SHALL EXTEND 10 11IE SPRNG_HNE OF THE PIPE. MINIMUM 1RENC WIDTH SMALL Iii= THE
O.1TSDE. DIAMETER OE THE PIPE PLUS T8
7. FINA?. BACKFILE FOR ALL RCP INSTALLATIONS WHERE "1" IS 5' OR LESS SHALL 9F R- RORRC'A' FOR STRUCTURE BACKFILI
MEETING THE MATERIAL REOU)REMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6' MAXIMUM LIFTS 0 NOT LESS
THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILI FOR THE
TOP 6" OF THE EXCAVATON BELOW THE START OF THE AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE X153 STONE
MEETING THE MATERIAL REOUIREMENTS OF THE 'MOOT AND SHALL RE COMPACTED TO NOT IFSS THAN 95% STANDARD
PROCTOR DENSITY. FINAL BACKFILL TOR ALL RCS INSTALLATIONS NI1ERC "L" IS GREATER THAN 5' SHALL BE CLEAN FILL
MATERIAL FREE. 0! ROCKS LARGER THAN 6" IN DIAMA1FR, FROZEN LUMPS OF SUIT., WOOD OR OTHER EXTRANEOUS
MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FCR THE ENTIRE
DEPTH OF THE EXCAVATION. THE FINAL 6 INCHES OF THE EXCAVATION SiiALL CONSIST Of TOPSO'L
3. 111E. MINIMLN. COVER TROM THL TOT'' Of TA INSTALLED PAVEMENT 10 HI 10P OF THE INSTALLED PIPE SHALL 13E "HE
PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE 1Pk SUEGRADE) Fl US 1' -0 BL i
UNDER NO CIRCUMSTA'YCYS STALL 1HC COVER ALONG ANY PART Or THE PIPE TROY THE FINAL PAVEMENT LLEVAIION
TO THE TOT' OF THE PIPE BE LESS THAN 2.5 FEET.
4. tF EXISTING SUBGRADE HAS BEEN LIVE STAB,L)ZED, BACKFILL WTH B- BORROW UP 10 BOTTOM OF UNTREATED EXISTING
SJBGRADE AND FILL TO TOP OF TREATED 9UOGRADL WITH LIME STASAL!LLD SOL
5. THESE STANDARDS SHALL APPLY FOR STORV SEWERS INSTALLED 54 'THIN CITY EXISTING AND PROPOSED R /1Y1 REGARDLESS
bF JURISDICTION OVER STORM PRES.
6. ALL STORM PIPE WTHIN EXISTING OR PROPOSED CITY R /W' SHALL BE REINFORCED CONCRETE PPE REGARDLESS OF
JURISDICTION OVER STORY PIPES.
STANDARD
DR NC
10 28
MINIMUM COVER FOR PIPE CROSSINGS WITHIN CITY RIGHT -OF -WAY
FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS,
SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF JURISDICTION OF THE
UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF
THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND
AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 BUT UNDER NO CIRCUMSTANCES
SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO
THE TOP OF THE PIPE BE LESS THAN 2.5 –FEET. 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.
COVER HEIGHTS FOR REINFORCED CONCRETE PIPE STORM SEWER THAT ARE LESS THAN THOSE
REQUIRED WILL BE EVALUATED ON A CASE BY CASE CONDITION AND APPROVED ONLY WITH
WRITTEN PERMISSION BY THE CITY ENGINEER.
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS
APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. EVIATIONS
FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR
DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A
DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL
APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH EVIATION SHALL BE
INCLUDED AS A REQUIREMENT ON AS– BUILT /RECORD DRAWINGS SUBMITTED FOR RELEASE OF
PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES
OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE
AS –BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE.
THE CONTRACTOR IS INSTRUCTED TO AS –BUILT EACH SECTION OF STORM PIPE AS IT IS BEING
INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY
OF CARMEL.
FULL DEPTH GRANULAR BACKFILL SHALL BE PER DETAIL 10 -28 ON THIS SHEET. REFER
TO DETAIL 10 -28, THIS SHEET, FOR TRENCHING, BACKFILL AND COVER REQUIREMENTS.
PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE AND DOES NOT INCLUDE END SECTIONS.
THERE SHALL BE NO FRAMES, CASTINGS, OR VALVE BOX EXTENSIONS IN THE STREET
PAVEMENT, CURBS, SIDEWALKS, OR ASPHALT PATH FOR ANY UTILITY INSTALLATIONS IN
THE RIGHT –OF –WAY WITH THE EXCEPTION OF CURB INLET CASTINGS.
3
3:1 SLOPE
3:1 SLOPE
808.0
r -D�
3:1 SLOPE
808.70
2
15' -0"
DRY DETENTION DETAIL
CROSS SECTION (NO SCALE)
FLOODWAY MITIGATION (NORTH)
o SPILLWAY BED
807.66
I I I 1 I I I It' II
I III I II III III III III I
DRY DETENTION (SOUTH)
EMERGENCY SPILLWAY
CROSS SECTION (NO SCALE)
3:1 SLOPE
COMPACTED SURFACE
W/ EROSION CONROL
BLANKET.
808.70
COMPACTED SURFACE
W/ EROSION CONROL
BLANKET.
TAC S i4'J'E/D 6 4 2009
1
PEERS
9-
PROJECT NO.:
W09 -0041
DWG NAME:
C601 STM PNP.DWG
DESIGNED BY:
EEF
DRAWN BY:
BMB /ATM
CHECKED BY:
JES
DATE:
4/7/2009
A.g
a)
REVISIONS AND ISSUES
W4
*WE1 it' 0, 'r. of*c
s, 4 4 OF i
'O ANA
ummittO
-o
JAMES E. SHIELDS JR. P.E. 10201333
PREPARED FOR:
RANGE LINE ROAD SELF STORA GE PROJECT
CLICK SELF STORAGE, LLC.
STORM PLAN AND PROFILE /DETAIL SHEET
Part of the SW /4 Sec. 19- T18N -R4E, Hamilton County, Indiana
o
a
SHEET NO.
C601
PROJECT NO.
W09 -0041
to
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DLL +V'
a
o I
0 as
0 0
rn 0
O cV
o o
N
D
N 0.) A
Z
Or �I
6 F- O
o
1
10
9
9
8 I 7
8
7
6
6
5
5
FIGURE 501 -1
Bedding and Backfill Standards for Storm Sewers
RCP TRENCH DETAIL FOR CITY STORM SEWERS
NO SCALE s
NOTES!
FINAL
BACKFILL
HAUNCHINC
/2)
L
PAVEMENT SECTION VARIES
4
Bc
SPKINGi INI
6" MINIMUM CF TO'SOL
CI OF CARMv'L L S 7ANDARD 5
MNIIMUI. COVER SHALL
BE PER NOTE 3
MILL!' I uF I AIL I Oli CI I Y S I OkIM SLb�'t_I�S
STORM SEWER PLAN AND PROFILE NOTES:
SEE STRUCTUE DATA TABLE ON
GRADING PLAN, SHEET C301, FOR
STRUCTURE AND CASTING TYPES.
LEGEND
8c OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BFI.OW PIPE
DEPTH OF BEDDING
MATERIAL BELOW PIPE
I d d MIN
60" SMALLER 4"
66" LARGER 6"
1, BED!NG AND HAUNCHING FOR ALL RCP TNSTALL.ATIONS SHALE BE 18 STONE MEETING THE MATERIAL REQUIREMENTS OF
THE INDOT. BEDDING SHAL.. BE PLACED IN THE TRENCH 8011011 SUCH THAT AFTER 1HF PIPE IS INS1AIIEC TO GRADE
AND LINE. THERE REMAINS A 4' IA NATUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE
BELL. FOR PIPE SIZES 66" AND LARGER, HIE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL SHALL BL 6 BEDDING
SHALL BE PLACED TO BE UNIFORM AS POSSIBLE, BUT SHAI1 BE LOOSELY PLACED UNCOMPACTEO MATERIA! UNDER THE
JIUDLE THIRD OF THE PIPE PRIOR 10 PLACEUENT CF THE PPE. IF THE UNDERLYING SCILS OF THE TRENCH BOTTOM ARE
SOT T OR YLILDING, 1HL SOIL SHALL L L UNDERCUT TO SUCH A DEPTH 'HAT WIEN REPAIRED YMTH 12 STONE 11 WILL
PRODUCE A LJNIFORLI AND STABl E FOJN:DATTON ALONG T1-'E ENTIRE LENGTH OF THE PIPE. HAUNCHING AND INITIAL EIACKFILL
SHALL BE COMPACTED IN E` MAXIMUM. LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH
OF THE MATERIAL PLACED. THE BACKFILI SHALL 3E BR3JC;HT UP EVENLY ON BOTH SID=S CF THE PIPE FOR THE FULL
L-ENGIH OF HE PIPE. HA'JNCHHNG SHALL EXTEND 10 11IE SPRNG_HNE OF THE PIPE. MINIMUM 1RENC WIDTH SMALL Iii= THE
O.1TSDE. DIAMETER OE THE PIPE PLUS T8
7. FINA?. BACKFILE FOR ALL RCP INSTALLATIONS WHERE "1" IS 5' OR LESS SHALL 9F R- RORRC'A' FOR STRUCTURE BACKFILI
MEETING THE MATERIAL REOU)REMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6' MAXIMUM LIFTS 0 NOT LESS
THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILI FOR THE
TOP 6" OF THE EXCAVATON BELOW THE START OF THE AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE X153 STONE
MEETING THE MATERIAL REOUIREMENTS OF THE 'MOOT AND SHALL RE COMPACTED TO NOT IFSS THAN 95% STANDARD
PROCTOR DENSITY. FINAL BACKFILL TOR ALL RCS INSTALLATIONS NI1ERC "L" IS GREATER THAN 5' SHALL BE CLEAN FILL
MATERIAL FREE. 0! ROCKS LARGER THAN 6" IN DIAMA1FR, FROZEN LUMPS OF SUIT., WOOD OR OTHER EXTRANEOUS
MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FCR THE ENTIRE
DEPTH OF THE EXCAVATION. THE FINAL 6 INCHES OF THE EXCAVATION SiiALL CONSIST Of TOPSO'L
3. 111E. MINIMLN. COVER TROM THL TOT'' Of TA INSTALLED PAVEMENT 10 HI 10P OF THE INSTALLED PIPE SHALL 13E "HE
PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE 1Pk SUEGRADE) Fl US 1' -0 BL i
UNDER NO CIRCUMSTA'YCYS STALL 1HC COVER ALONG ANY PART Or THE PIPE TROY THE FINAL PAVEMENT LLEVAIION
TO THE TOT' OF THE PIPE BE LESS THAN 2.5 FEET.
4. tF EXISTING SUBGRADE HAS BEEN LIVE STAB,L)ZED, BACKFILL WTH B- BORROW UP 10 BOTTOM OF UNTREATED EXISTING
SJBGRADE AND FILL TO TOP OF TREATED 9UOGRADL WITH LIME STASAL!LLD SOL
5. THESE STANDARDS SHALL APPLY FOR STORV SEWERS INSTALLED 54 'THIN CITY EXISTING AND PROPOSED R /1Y1 REGARDLESS
bF JURISDICTION OVER STORM PRES.
6. ALL STORM PIPE WTHIN EXISTING OR PROPOSED CITY R /W' SHALL BE REINFORCED CONCRETE PPE REGARDLESS OF
JURISDICTION OVER STORY PIPES.
STANDARD
DR NC
10 28
MINIMUM COVER FOR PIPE CROSSINGS WITHIN CITY RIGHT -OF -WAY
FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS,
SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF JURISDICTION OF THE
UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF
THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND
AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 BUT UNDER NO CIRCUMSTANCES
SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO
THE TOP OF THE PIPE BE LESS THAN 2.5 –FEET. 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.
COVER HEIGHTS FOR REINFORCED CONCRETE PIPE STORM SEWER THAT ARE LESS THAN THOSE
REQUIRED WILL BE EVALUATED ON A CASE BY CASE CONDITION AND APPROVED ONLY WITH
WRITTEN PERMISSION BY THE CITY ENGINEER.
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS
APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. EVIATIONS
FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR
DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A
DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL
APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH EVIATION SHALL BE
INCLUDED AS A REQUIREMENT ON AS– BUILT /RECORD DRAWINGS SUBMITTED FOR RELEASE OF
PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES
OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE
AS –BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE.
THE CONTRACTOR IS INSTRUCTED TO AS –BUILT EACH SECTION OF STORM PIPE AS IT IS BEING
INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY
OF CARMEL.
FULL DEPTH GRANULAR BACKFILL SHALL BE PER DETAIL 10 -28 ON THIS SHEET. REFER
TO DETAIL 10 -28, THIS SHEET, FOR TRENCHING, BACKFILL AND COVER REQUIREMENTS.
PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE AND DOES NOT INCLUDE END SECTIONS.
THERE SHALL BE NO FRAMES, CASTINGS, OR VALVE BOX EXTENSIONS IN THE STREET
PAVEMENT, CURBS, SIDEWALKS, OR ASPHALT PATH FOR ANY UTILITY INSTALLATIONS IN
THE RIGHT –OF –WAY WITH THE EXCEPTION OF CURB INLET CASTINGS.
3
3:1 SLOPE
3:1 SLOPE
808.0
r -D�
3:1 SLOPE
808.70
2
15' -0"
DRY DETENTION DETAIL
CROSS SECTION (NO SCALE)
FLOODWAY MITIGATION (NORTH)
o SPILLWAY BED
807.66
I I I 1 I I I It' II
I III I II III III III III I
DRY DETENTION (SOUTH)
EMERGENCY SPILLWAY
CROSS SECTION (NO SCALE)
3:1 SLOPE
COMPACTED SURFACE
W/ EROSION CONROL
BLANKET.
808.70
COMPACTED SURFACE
W/ EROSION CONROL
BLANKET.
TAC S i4'J'E/D 6 4 2009
1