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WOODLAND TERRACEFORFINAL CONSTRUCTION PLANS
STORMWATER POLLUTION PREVENTION PLANC105
OVERALL SITE PLANC102
LEGAL DESCRIPTION
OVERALL GRADING AND DRAINAGE PLAN
EXISTING CONDITIONS AND DEMOLITION PLAN
COVER SHEET
DESCRIPTION
C103
C101
C100
No.
SHEET INDEX
PROJECT DATA
FLOOD ZONE STATEMENT
PROJECT MAP
CARMEL, HAMILTON COUNTY, INDIANA
C100
COVER SHEET
Job No.
Date:August 12, 2014
Scale:
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SITE BENCHMARK #1:
TBM set at top of R/W marker in the S.E.Quad.of Smokey Row Rd.&Pro-Med Ln.,7'±south of B.O.C.&16.75'±east of fire hydrant.
Elev.=849.48 NAVD '88 Elevation 849.08
SITE BENCHMARK #2:
Bench Tie w/yellow cap set N.side Powerpole #838-1518 at NE cor.of site,south edge of Smokey Row Rd.&25'±NW of a fire
hydrant. Elev.= 846.65 NAVD '88 Elevation 846.25
PROJECT BENCHMARK NGVD29:
U.S.G.S.DATUM BENCHMARK INFORMATION:A bronze disk on a concrete post projecting 1.5 feet out of the ground along US-31,
3.7 miles north of I-465,0.7 mile west of Meridian Street,100 feet west of centerline of SBL of US-31 and 2 feet east of R/W fence.B.M.
ELEVATION = 879.76 NAVD '88 Elevation 879.36
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ESSIONA L E N G INEER
INDIA N A
PAUL A J E A N GARTN
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PE 10809217
STATE OF
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VICINITY MAP
LOCATION MAP
SCALE: 1" = 80'
S Project Site
S Project Site
Justus Homes Builders, Inc.
1398 N. Shadeland Avenue
Indianapolis, Indiana 46219
Ph: 317.353.8311, Fax: 317.352.1570
www.justus.net
Project Manager: Doug Peters
dpeters@justus.net
InterDesign
141 E. Ohio Avenue
Indianapolis, Indiana 46204
Ph: 317.263.9655, Fax: 317.263.9644
www.interdesign.com
Project Manager: Dave Wietbrock
dwietbrock@interdesign.com
Evans, Mechwart,
Hambleton & Tilton, Inc.
7400 N. Shadeland Avenue, Suite 150
Indianapolis, Indiana 46250
Ph: 317.913.6930, Fax: 317.913.6928
www.emht.com
Project Manager: Paula Gartner
pgartner@emht.com
OWNER/DEVELOPER
CIVIL ENGINEER
ARCHITECT
LIGHTING DESIGNER
Evans, Mechwart, Hambleton & Tilton, Inc.
Surveyors ScientistsEngineersPlanners7400 N. Shadeland Ave., Indianapolis, IN 46250Phone: 317.913.6930 Fax: 317-913.6928
M C M X X V I
SOILS MAP NOT TO SCALE
NOTE: A SITE SPECIFIC STORMWATER POLLUTION
PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH327-IAC-15-5 WILL BE PREPARED AND SUBMITTED WITH
THE FINAL CONSTRUCTION PLANS FOR THIS PROJECT.
136th Street (Smokey Row Road) - 247' of road frontagePro-Med Lane and Smokey Row Road
0.174 acres existing, 0.288 acres proposed2
NorthEast corner of Smokey Row Road (136th Street) and Pro-Med Drive.
Base Flood Elevation:
FIRM Panel No.:
Flood Hazard Zone:
Floodplain Information
Adjacent Zoning:
Zoning:
Zoning Information
Building Setbacks
Thoroughfare:
Planning Data
Road Frontage:
Frontage Road:
Smokey Row Road - Collector Pro Med Drive - Local
Right-of-Way:
Number of Lots:
Project Area:
Narrative:
Location:
7.298 acres
W- B6E- R4
N/A18057C0207F, dated Feb. 19, 2003
S- B6N- R1
East Property = 50'
Existing: B-6, US 31 Overlay
South Property = 15'
Pro-Med Lane = 50'
ClayHamilton
3-ETownship: 25Section:
County:
18-N
Township:
Range:
City/Town:
Address:
Carmel
689 Pro Med Lane
Public Roads:
Half R/W Required 50' Min.
4-STORY w/ partial walkout basement, Continuing Care Retirement Community,214,551 sq. ft. total
Pro-Med Drive - 399' of road frontage
Smokey Row Road = 40'
Zone X (Unshaded) - Area determined to be outside
the 500 year Floodplain.
Part of the Northeast Quarter of the Northwest Quarter of Section 25,Township 18 North,Range 3 East of the
Second Principal Meridian in Hamilton County, Indiana, more particularly described as follows:
Commencing at the Northeast corner of the Northeast Quarter of the Northwest Quarter of Section 25,Township 18
North,Range 03 East;thence on the East line of said Quarter-Quarter South 00°08'12'East (assumed bearing)
777.80 feet;South 88°38'05"West 184.00 feet to the Point of Beginning of the herein described real estate;thence
continuing South 88°38'05"West 267.05 feet to a point on'the East right-of-way line of Pro-Med lane,the grant of
right-of-way of which Is recorded In instrument Number 95-51428 in the Office of the Hamilton County Recorder;
thence on and along said right-of-way line the following eight (8) courses:
1)North 00°08'12"West 266.26 feet to the point of curvature of a curve concave southeasterly,having a central
angle of 48°11'23" and a radius of 25.00 feet;
2)Northerly and Northeasterly along said curve an arc distance of 21.03 feet (said arc being subtended by a long
chord which bears North 23°57'29"East 20.41 feet)to a point of reverse curvature with a curve concave
southwesterly, having a central angle of 187°36'28" and a radius of 50.00 feet;
3)Northeasterly;Northerly,Northwesterly,Westerly,and Southwesterly along said curve an arc distance of 163.72
feet (said arc being subtended by a long chord which bears Worth 45°45'04"West 99.78 feet)to a point of reverse
curvature with a curve concave northwesterly, having a central angle of 48°11'23" and a radius of 25.00 feet;
4)Southwesterly and Westerly along said curve an arc distance of 21.03 feet (said arc being subtended by a long
chord which bears South 64°32'24" West 20.41 feet) to the point of tangency thereof;
5)South 88°38'05"West 95.84 feet to the point of curvature of a curve concave northerly,having a central angle of
36°53'27" and a radius of 240.00 feet;
6)Westerly and Northwesterly along said curve an arc distance of 154.53 feet (said arc being subtended by a long,
chord which bears North 72°55'11" West 151.87 feet) to the point of tangency thereof;
7) North 54°28'28" West 98.92 feet;
8)North 09°25'44"West 42.39 feet to the southern right-of-way line of old U.S.R.31,being on a non-tangent curve,
concave southeasterly, having a central angle of 3°56'59" and a radius of 2814.79 feet;
thence Northeasterly along said right-of-way line and said curve an arc distance of 194.04 feet to the southern
right-of-way line of Smokey Row Road (136th Street per Warranty Deed to the State of Indiana dated October 7,
1971,the plans for said road being a part of the relocation of U.S.R.31,designated ISHC (INDOT)Project No.
ST-F-222(9)(said am being subtended by a long chord which bears North 37°50'01"East 194.00 feet),to the Point
of Compound Curvature of a non-tangent curve concave southerly,having a central angle of 36°59'54"and a radius
of 437.46 feet;thence Northeasterly and Easterly along said right-of-way line and said curve an arc distance of
282.49 feet (said arc being subtended by a long chord which bears North 70°10'47"East 277.60 feet)to a
non-tangent line;thence continuing along said right-of-way line,North 75°12'25"East 96.34 feet;thence
perpendicular to the North line of said quarter-quarter section,North 01°21'55"West 20.00 feet to the North line of
said quarter-quarter section;thence along said North line,North 88°38'05"East 166.04 feet to a point distant South
88°38'05"West 221.00 feet from the northeast corner of said quarter-quarter section;thence parallel with they East
line of said quarter-quarter section,South 00°08'12"East 217.00 feet;thence parallel with the North line of said
quarter-quarter section,North 88°38'05"East 37.00 feet;thence parallel with said East line,South 00°08'12"East
560.80 feet to the POINT OF BEGINNING;containing 7.298 acres,more or less;subject to rights-of-way,
easements, and restrictions.
LANDSCAPE ARCHITECT
OVERALL UTILITY PLAN C104
AS SHOWN
ESL Spectrum, Inc.
1591 N. Harding Street
Indianapolis, Indiana 46202
Ph: 317.951.2300, Fax: 317.951.2310
www.esl-spectrum.com
25'
NOTE: THIS PROJECT IS SUBJECT TO THE CITY OF
CARMEL STORM WATER MANAGEMENT AND STORMWATER QUALITY ORDINANCES.
NOTE: NO EARTH DISTURBING ACTIVITY MAY
COMMENCE WITHOUT AN APPROVED STORM WATERMANAGEMENT PERMIT.
NOTE: IF IT WILL BE NECESSARY TO RELOCATE
EXISTING UTILITIES, THE EXPENSE OF SUCHRELOCATION SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED
WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY.
STORM SEWER PLAN AND PROFILEC301 - C303
SITE DETAILSC801
STORM SEWER DETAILSC805 - C806
HAMILTON COUNTY STORM SEWER DETAILSC815- C816
C807 STORMWATER QUALITY PLAN
STORMWATER POLLUTION PREVENTION PLAN DETAILSC808-C809 STORMWATER POLLUTION PREVENTION PLAN INFORMATIONC810
WATER DISTRIBUTION DETAILSC812CARMEL UTILITIES SANITARY SEWER DETAILSC813CARMEL UTILITIES SANITARY AND WATER DETAILSC814
THIS SITE LIES ENTIRELY WITHIN ZONE X (UNSHADED) PER FIRM MAP PANEL
#18057C0207F DATED FEB. 19, 2003.
MAINTENANCE OF TRAFFIC PLANC601
OF CARMEL
DETAILED SITE PLANC102A - C102C
DETAILED GRADING AND DRAINAGE PLAN C103A - C103C
DETAILED UTILITY PLAN C104A - C104C
TOPOGRAPHIC SURVEY (BY EMH&T)SHEET 1 of 1
CITY OF CARMEL CURBING AND PAVING POLICYC817-C818
(BA) 69,803 sf / (TPA) 307,446 sf = 22.70%
215,179 sf
(GFA) 215,179 sf / (TPA) 307,446 sf = 0.699
162 REQUIRED, 172 PROVIDED
ACCESSIBLE SPACES - per ADA (Included in TOTAL)
TOTAL PARKING SPACES- per unit mix (185 total units)
FLOOR AREA RATIO - (F.A.R.) - 0.70 MAXIMUM
GROSS FLOOR AREA (GFA)
LOT COVERAGE
BICYCLE SPACES - 5 per 100 REQUIRED PARKING SPACES
TOTAL GREEN SPACE AREA
TOTAL IMPERVIOUS AREA
TOTAL PARCEL AREA (TPA)
SITE DATA
6 REQUIRED, 12 PROVIDED
9 REQUIRED, 12 PROVIDED
58 1-BEDROOM INDEPENDENT CARE
48 1-BEDROOM ASSISTED LIVING/2
= 58 SPACES
= 24 SPACES
18 2-BEDROOM INDEPENDENT CARE = 18 SPACES
25 STUDIOS ASSISTED LIVING/2 = 13 SPACES
17 STAFF = 17 SPACES
162 SPACESTOTAL
PUBLIC ACCESS SPACES
PRIVATE GARAGE SPACES
= 8 SPACES
= 4 SPACES
TOTAL 12 SPACES
BUILDING AREA (BA) - INCLUDES GARAGES 69,803 sf
GREEN SPACE PERCENTAGE OF TOTAL PARCEL AREA
PARCEL COVERAGE - 65% MAXIMUM
TOTAL TREE PRESERVATION AREA (INCLUDED IN GREEN SPACE)71,929 sf (1.65 AC.)48% OF ALL GREEN SPACE WILL BE TREE PRESERVATION AREANOTE:
12 STUDIOS INDEPENDENT CARE = 12 SPACES
8 2-BEDROOM ASSISTED LIVING/2
16 STUDIO MEMORY CARE
= 4 SPACES
= 16 SPACES
309,189 sf (7.09 AC.)
159,142 sf (3.65 AC.)
150,047 sf (3.44 AC.)
48.53%
51.57%
STORMWATER POLLUTION PREVENTION PLAN INFORMATIONC811
CITY OF CARMEL WASTEWATER DETAILSC819-C820
CITY OF CARMEL STANDARD DETAILSC802 - C804
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Job No.
Date:August 12, 2014
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SITE BENCHMARK #1:
TBM set at top of R/W marker in the S.E.Quad.of Smokey Row Rd.&Pro-Med Ln.,7'±south of B.O.C.&16.75'±east of fire hydrant.
Elev.=849.48 NAVD '88 Elevation 849.08
SITE BENCHMARK #2:
Bench Tie w/yellow cap set N.side Powerpole #838-1518 at NE cor.of site,south edge of Smokey Row Rd.&25'±NW of a fire
hydrant. Elev.= 846.65 NAVD '88 Elevation 846.25
PROJECT BENCHMARK NGVD29:
U.S.G.S.DATUM BENCHMARK INFORMATION:A bronze disk on a concrete post projecting 1.5 feet out of the ground along US-31,
3.7 miles north of I-465,0.7 mile west of Meridian Street,100 feet west of centerline of SBL of US-31 and 2 feet east of R/W fence.B.M.
ELEVATION = 879.76 NAVD '88 Elevation 879.36
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ESSIONA L E N G INEER
INDIA N A
PAUL A J E A N GARTN
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PE 10809217
STATE OF
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UTILITY STATEMENT:
SAW CUT A CLEAN EDGE -
TO BE ABANDONED IN PLACE
TO BE RELOCATED.
EXISTING TO REMAIN.
TO BE DEMOLISHED OR REMOVED
DEMOLITION PLAN LEGEND
TO BE SALVAGED
BE DEMOLISHED
CONSTRUCTION FENCE
EXISTING TO
CONSTRUCTION LIMITS
TREE PROTECTION
The utilities shown hereon have been located from field survey information and existing
drawings. The surveyor makes no guarantee that the utilities shown comprise all such
utilities in the area, either in service or abandoned. The surveyor further does not
warrant that the utilities shown are in the exact location indicated although he does
certify that they are located as accurately as possible from information available.
C101
1" = 40'
EXISTING CONDTIONS
AND DEMOLITION
PLAN
SEE NOTE 7.
1.EROSION CONTROL SHALL BE IN PLACE PRIOR TO ANY SOIL DISTURBANCE,INCLUDING PAVEMENT
REMOVAL.
2.THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES TO BE REMOVED,
RELOCATED OR ABANDONED PRIOR TO COMMENCING DEMOLITION ACTIVITIES.
3.THE CONTRACTOR SHALL COORDINATE WORK ASSOCIATED WITH THE REMOVAL,RELOCATION OR
ABANDONMENT OF UTILITIES WITH THE UTILITY COMPANY OR ENTITY HAVING OWNERSHIP OF
EACH RESPECTIVE UTILITY.COSTS FOR DISCONNECTION,REMOVAL,AND/OR RELOCATION OF
EXISTING UTILITIES AS SHOWN ON THE DRAWINGS OR AS NECESSARY TO ALLOW FOR EXECUTION
OF THE WORK SHALL BE PAID BY THE CONTRACTOR.
4.NO OPEN BURNING SHALL BE PERMITTED ON THE SITE.
5.THE OWNER HAS FIRST SALVAGE RIGHTS ON ALL ITEMS REMOVED.IF OWNER FORFEITS RIGHTS
THEN ALL DEMOLISHED MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND
SHALL BE LEGALLY DISPOSED OF OFF-SITE UNLESS OTHERWISE SHOWN.
6.UNLESS SCHEDULED FOR DEMOLITION ON THE DRAWINGS,ALL TREES AND VEGETATION SHALL
BE PROTECTED THROUGHOUT THE DURATION OF THE PROJECT.PROTECTIVE MEASURES SHALL
INCLUDE INSTALLATION AND MAINTENANCE OF TREE PROTECTION FENCING TO BE LOCATED
WHERE SHOWN AND AT THE DRIPLINE OF ALL TREES LOCATED WITHIN CLOSE PROXIMITY OF
AREAS WHERE HEAVY EQUIPMENT WILL OPERATE.
7.A CLEAN,STRAIGHT EDGE SHALL BE SAWCUT BETWEEN ALL CONCRETE AND ASPHALT SURFACES
SCHEDULED FOR DEMOLITION AND CONCRETE AND ASPHALT SURFACES TO REMAIN IN-PLACE.
8.TERMINAL ENDS OF UNDERGROUND UTILITIES ABANDONED IN-PLACE SHALL BE CUT,CAPPED AND
PLUGGED.THE ENDS OF DISCONNECTED UNDERGROUND UTILITIES SHALL BE MARKED FOR
FUTURE IDENTIFICATION WITH DETECTABLE LOCATOR TAPE OR A METAL ROD.
9.COORDINATE DEMOLITION WORK WITH NEW CONSTRUCTION ELSEWHERE ON THE PROJECT SITE.
10.ALL FOUNDATIONS.SLABS.STRUCTURAL STEEL,MASONRY,SIDEWALKS,RETAINING WALLS,
CURBS,APPARATUSES,ETC.,WITHIN THE DESIGNATED DEMOLITION LINES SHALL BE DEMOLISHED
ACCORDING TO SPECIFICATIONS.ALL DEMOLITION WITHIN PROPOSED FOOTPRINT SHALL BE
COORDINATED WITH THE BUILDING DRAWINGS.
11.THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN SAFE ACCESS FOR PEDESTRIANS AND VEHICLE
TRAFFIC.THE CONTRACTOR WILL MAINTAIN ALL UTILITY SERVICES TO ALL BUSINESSES.IF
UTILITY SERVICES MUST BE INTERRUPTED,THE CONTRACTOR SHALL COORDINATE THAT
SHUTDOWN TO MINIMIZE IMPACT TO THE BUSINESS AND EXISTING FACILITIES..COORDINATE
SHUTDOWN AT LEAST ONE WEEK IN ADVANCE WITH BUSINESS,OWNERS REPRESENTATIVE AND
FACILITY MANAGER.
12.ALL EXISTING ON-SITE UTILITIES SHALL REMAIN UNLESS DESIGNATED FOR REMOVAL OR SHOULD
THEY INTERFERE WITH PROJECT CONSTRUCTION.CONTRACTOR SHALL PROTECT ALL EXISTING
UTILITIES TO REMAIN.ALL UTILITIES WITHIN THE PROPOSED BUILDING FOOTPRINT WILL BE
REMOVED UNLESS OTHERWISE NOTED.
13.MANHOLES,CATCH BASINS,CLEANOUTS,VALVE BOXES,FRAMES COVERS AND GRATES
REMAINING IN USE SHALL BE PROTECTED AND ADJUSTED TO FINAL GRADES.
14.REMOVE EXISTING UTILITIES ONLY AFTER CRITICAL NEW SYSTEMS ARE IN PLACE AND
OPERATIONAL (I.E.STORM DRAINAGE,SERVICES TO EXISTING STRUCTURES).IT IS THE
CONTRACTORS RESPONSIBILITY TO PROVIDE PROPER REMOVAL,INCLUDING SAFE SEQUENCING
OF REMOVAL FOR UTILITIES. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AT ALL TIMES.
15.FOR ALL UTILITY LINES AND STRUCTURES DESIGNATED TO BE REMOVED,PLACE AND COMPACT
STRUCTURAL BACKFILL WITHIN TRENCH.
16.ANY DAMAGE TO EXISTING IMPROVEMENTS RESULTING FROM THE CONSTRUCTION OF THIS
PROJECT SHALL BE COMPLETELY REPAIRED/RESTORED TO THE SATISFACTION OF THE CITY OF
CARMEL AT THE COMPLETION OF THE CONSTRUCTION.IT IS RECOMMENDED THAT THE
CONTRACTOR AND THE CITY OF CARMEL INSPECTOR HAVE A SITE VISIT PRIOR TO THE START OF
CONSTRUCTION.
17.CONTRACTOR TO DEMOLISH EXISTING CURB BACK TO THE NEXT EXISTING JOINT PAST THE LIMITS
OF THE NEW DRIVE (FULL SAWCUT AT JOINT).
DEMOLITION PLAN NOTES
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
DIP CONSTRUCTION
TEMPORARY
ENTRANCE (SEE C808)
TEMPORARY DROP INLET PROTECTION
TEMPORARY CURB INLET PROTECTIONCIP
FLOOD ZONE STATEMENT
THIS SITE LIES ENTIRELY WITHIN ZONE X (UNSHADED) PER FIRM MAP PANEL
#18057C0207F DATED FEB. 19, 2003.
SILT FENCE (SEE C808)
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BICYCLE PARKING
3 RACKS/6 SPACES
BICYCLE PARKING
3 RACKS/6 SPACES
PROPOSED
10' ASPHALT
TRAIL
CANOPY
LANDSCAPED
COURTYARD
PROPOSED
5' CONCRETE
SIDEWALK
PROPOSED
5' CONCRETE
SIDEWALK/TRAIL
PROPOSED
FOUR-STORY
BUILDING
SCREEN WALL
PROPOSED
GROUND SIGN
PROPOSED
GROUND SIGN
PROPOSED
"SERVICE DRIVE"
SIGN
PROPOSED
"SERVICE DRIVE"
SIGN
VARIABLE HEIGHT
RETAINING WALL
126.7'
18
8
'
11
8
.
1
'
APPROXIMATE LOCATION
OF US 31 AND SMOKEY ROW
EXPANSION
EXISTING WALL
TO REMAIN
2 STEPS @ 0.5' EACH
2 STEPS @ 0.5' EACH
55
.
6
'
58
.
3
'
83.6'
84.3'114.7'
18
7
.
1
'
MEMORY CARE
AREA
1ST FL. BALCONY
(SEE ARCH PLANS
FOR DETAILS)
BASEMENT
CONCRETE PATIO
10
'
25' D
.
E
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/
A
.
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.
25
'
D
.
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.
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.
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10'
10'
10
'
Job No.
Date:August 12, 2014
Scale:
Sheet:
68
9
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Title:
PR
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F
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R
:
Kn
o
w
w
h
a
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s
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Ca
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2013-1726
CA
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SITE BENCHMARK #1:
TBM set at top of R/W marker in the S.E.Quad.of Smokey Row Rd.&Pro-Med Ln.,7'±south of B.O.C.&16.75'±east of fire hydrant.
Elev.=849.48 NAVD '88 Elevation 849.08
SITE BENCHMARK #2:
Bench Tie w/yellow cap set N.side Powerpole #838-1518 at NE cor.of site,south edge of Smokey Row Rd.&25'±NW of a fire
hydrant. Elev.= 846.65 NAVD '88 Elevation 846.25
PROJECT BENCHMARK NGVD29:
U.S.G.S.DATUM BENCHMARK INFORMATION:A bronze disk on a concrete post projecting 1.5 feet out of the ground along US-31,
3.7 miles north of I-465,0.7 mile west of Meridian Street,100 feet west of centerline of SBL of US-31 and 2 feet east of R/W fence.B.M.
ELEVATION = 879.76 NAVD '88 Elevation 879.36
FI
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ESSIONA L E N G INEER
INDIA N A
PAUL A J E A N GARTN
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R
PE 10809217
STATE OF
R E G ISTER
E
D
C102
1" = 40'
OVERALL
SITE PLAN
309,189 sf (7.09 AC.)
159,142 sf (3.65 AC.)
(BA) 69,803 sf / (TPA) 307,446 sf = 22.70%
215,179 sf
(GFA) 215,179 sf / (TPA) 307,446 sf = 0.699
162 REQUIRED, 172 PROVIDED
ACCESSIBLE SPACES - per ADA (Included in TOTAL)
TOTAL PARKING SPACES- per unit mix (185 total units)
FLOOR AREA RATIO - (F.A.R.) - 0.70 MAXIMUM
GROSS FLOOR AREA (GFA)
LOT COVERAGE
BICYCLE SPACES - 5 per 100 REQUIRED PARKING SPACES
TOTAL GREEN SPACE AREA
TOTAL IMPERVIOUS AREA
TOTAL PARCEL AREA (TPA)
SITE DATA
150,047 sf (3.44 AC.)
6 REQUIRED, 12 PROVIDED
9 REQUIRED, 12 PROVIDED
58 1-BEDROOM INDEPENDENT CARE
48 1-BEDROOM ASSISTED LIVING/2
= 58 SPACES
= 24 SPACES
18 2-BEDROOM INDEPENDENT CARE = 18 SPACES
25 STUDIOS ASSISTED LIVING/2 = 13 SPACES
17 STAFF = 17 SPACES
162 SPACESTOTAL
PUBLIC ACCESS SPACES
PRIVATE GARAGE SPACES
= 8 SPACES
= 4 SPACES
TOTAL 12 SPACES
BUILDING AREA (BA) - INCLUDES GARAGES 69,803 sf
GREEN SPACE PERCENTAGE OF TOTAL PARCEL AREA 48.53%
PARCEL COVERAGE - 65% MAXIMUM 51.57%
TOTAL TREE PRESERVATION AREA (INCLUDED IN GREEN SPACE)71,929 sf (1.65 AC.)48% OF ALL GREEN SPACE WILL BE TREE PRESERVATION AREANOTE:
ADJUST BOUNDARY INFORMATION DETAIL
EXISTING R/W
PROPOSED R/W
EXISTING 35' UTILITY &
DRAINAGE EASEMENT
PROPOSED
EASEMENT
EXISTING 50' BUILDING
SETBACK LINE
PROPOSED 50'
BUILDING SETBACK
LINE
HORIZ. SCALE: 1"=40'
200 40
NOTE: REFER TO ARCHITECTURAL AND MEP PLANS FOR DETAILED DIMENSIONS AND
INFORMATION FOR THE BUILDING AND GARAGES.
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
"ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS
FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY."
12 STUDIOS INDEPENDENT CARE = 12 SPACES
8 2-BEDROOM ASSISTED LIVING/2
16 STUDIO MEMORY CARE
= 4 SPACES
= 16 SPACES
FLOOD ZONE STATEMENT
THIS SITE LIES ENTIRELY WITHIN ZONE X (UNSHADED) PER FIRM MAP PANEL
#18057C0207F DATED FEB. 19, 2003.
10
'
5'
10
'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
53'
25' D
.
E
.
/
A
.
E
.
25
'
D
.
E
.
/
A
.
E
R5'
73.3
'
18
'
18
'
25
'
18'
R4.5
'
GARAGES
GARAGES
GARAGES
GARAGES
TREE P
R
E
S
E
R
V
A
T
I
O
N
A
R
E
A
VARIAB
L
E
H
E
I
G
H
T
R
E
T
A
I
N
I
N
G
W
A
L
L
CONC. SIDEWALK
CO
N
C
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S
I
D
E
W
A
L
K
AS
P
H
A
L
T
A
S
P
H
A
L
T
LANDSCAPE AREA
LA
N
D
S
C
A
P
E
A
R
E
A
R36'
R
4
.
5
'
BICYCLE PARKING
3 RACKS/6 SPACES
PROPOSED
10' ASPHALT
TRAIL
CANOPY
2
2
2
2
2
2
2
2
2
12
3
12
50'
10'
MIN.
4
4
12
12
12
7 7
7
7
7
7
6
6
4
9A
9A
9A
LANDSCAPED
COURTYARD
5'
6'
6'
6'
8'
8'
R4
.
5
'
R5'
PROPOSED
5' CONCRETE
SIDEWALK
PROPOSED
FOUR-STORY
BUILDING
PROPOSED
GROUND SIGN
PROPOSED
GROUND SIGN
R2
0
'
R5'
R
1
5
'
R2
0
'
R3
0
'
25'
18'
18'
25'3.8'83.3' ±6'26'
22
'
9'
TYP.
R40'5'
R4
0
'
4
71.7' ±6'44'6'
18
'
9'
TYP.
9'
TY
P
.
9'
TY
P
.
9B
9B
9B
4
4
4
7
88
14
5
3
6
5
6
10
VARIABLE HEIGHT
RETAINING WALL
R4.5
'
9'
18
'
18'26'
9'
TY
P
.
9'
9'
R4.
5
'
R4.5
'
R4.
5
'
R4.5'
24
.
5
'
24
.
8
'
24
'
R22'
7'
6'
10'
R4.
5
'
R4.5
'
R4.5'
R4.5
'
R
4
.
5
'
R4.5'
R4
.
5
'
R4
.
5
'
R4.
5
'
R4
.
5
'
R
4
.
5
'
R10
'
R4.5'
R4.5'
R4.5'
R4.5
'
R
4
.
5
'
R4.5
'
19
19
18
3
13
13
13
13
13
13
13
13
22
22
22
23
23
23
23
23
23
23
23
23
23
20
20
31
4
1 16
11
8
.
1
'
R20'
APPROXIMATE LOCATION
OF US 31 AND SMOKEY ROW
EXPANSION
24
24
24
23
7
23
R2
5
'
23
EXISTING WALL
TO REMAIN
23
23
10
'
4
24
'
R
4
.
5
'
9B
9B
E
E
A
A
A
A
A
A
B B
27
28 28
7'
30
11
R33
'
48.4' ±
22
.
9
'
±
44
.
2
'
±
44
.
2
'
±
52.9' ±
22
.
9
'
±
68' ±
68
'
±
20
5
'
±
R
3
0
'
R30'
15
33
32
32
29
29
29
2 STEPS @ 0.5' EACH
247 ±
55
.
6
'
2
23
23
23
23
23
23
23
23
Job No.
Date:August 12, 2014
Scale:
Sheet:
68
9
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:
Title:
PR
E
P
A
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E
D
F
O
R
:
Kn
o
w
w
h
a
t
'
s
be
l
o
w
.
be
f
o
r
e
y
o
u
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i
g
.
Ca
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2013-1726
CA
R
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L
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U
N
T
Y
,
I
N
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I
A
N
A
4
6
0
3
2
SITE BENCHMARK #1:
TBM set at top of R/W marker in the S.E.Quad.of Smokey Row Rd.&Pro-Med Ln.,7'±south of B.O.C.&16.75'±east of fire hydrant.
Elev.=849.48 NAVD '88 Elevation 849.08
SITE BENCHMARK #2:
Bench Tie w/yellow cap set N.side Powerpole #838-1518 at NE cor.of site,south edge of Smokey Row Rd.&25'±NW of a fire
hydrant. Elev.= 846.65 NAVD '88 Elevation 846.25
PROJECT BENCHMARK NGVD29:
U.S.G.S.DATUM BENCHMARK INFORMATION:A bronze disk on a concrete post projecting 1.5 feet out of the ground along US-31,
3.7 miles north of I-465,0.7 mile west of Meridian Street,100 feet west of centerline of SBL of US-31 and 2 feet east of R/W fence.B.M.
ELEVATION = 879.76 NAVD '88 Elevation 879.36
FI
N
A
L
C
O
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
FO
R
P
R
O
F
ESSIONA L E N G INEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G ISTER
E
D
C102A
1" = 20'
DETAILED
SITE PLAN
NOTE: REFER TO ARCHITECTURAL AND MEP PLANS FOR DETAILED DIMENSIONS AND
INFORMATION FOR THE BUILDING AND GARAGES.
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
"ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS
FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY."
(BA) 69,803 sf / (TPA) 307,446 sf = 22.70%
215,179 sf
(GFA) 215,179 sf / (TPA) 307,446 sf = 0.699
162 REQUIRED, 172 PROVIDED
ACCESSIBLE SPACES - per ADA (Included in TOTAL)
TOTAL PARKING SPACES- per unit mix (185 total units)
FLOOR AREA RATIO - (F.A.R.) - 0.70 MAXIMUM
GROSS FLOOR AREA (GFA)
LOT COVERAGE
BICYCLE SPACES - 5 per 100 REQUIRED PARKING SPACES
TOTAL GREEN SPACE AREA
TOTAL IMPERVIOUS AREA
TOTAL PARCEL AREA (TPA)
SITE DATA
6 REQUIRED, 12 PROVIDED
9 REQUIRED, 12 PROVIDED
58 1-BEDROOM INDEPENDENT CARE
48 1-BEDROOM ASSISTED LIVING/2
= 58 SPACES
= 24 SPACES
18 2-BEDROOM INDEPENDENT CARE = 18 SPACES
25 STUDIOS ASSISTED LIVING/2 = 13 SPACES
17 STAFF = 17 SPACES
162 SPACESTOTAL
PUBLIC ACCESS SPACES
PRIVATE GARAGE SPACES
= 8 SPACES
= 4 SPACES
TOTAL 12 SPACES
BUILDING AREA (BA) - INCLUDES GARAGES 69,803 sf
GREEN SPACE PERCENTAGE OF TOTAL PARCEL AREA
PARCEL COVERAGE - 65% MAXIMUM
TOTAL TREE PRESERVATION AREA (INCLUDED IN GREEN SPACE)71,929 sf (1.65 AC.)48% OF ALL GREEN SPACE WILL BE TREE PRESERVATION AREANOTE:
12 STUDIOS INDEPENDENT CARE = 12 SPACES
8 2-BEDROOM ASSISTED LIVING/2
16 STUDIO MEMORY CARE
= 4 SPACES
= 16 SPACES
309,189 sf (7.09 AC.)
159,142 sf (3.65 AC.)
150,047 sf (3.44 AC.)
48.53%
51.57%
ALL DIMENSIONS SHOWN ARE MEASURED TO THE FACE OF CURB, UNLESS OTHERWISE SHOWN
ALL RADII SHALL BE 5 FEET UNLESS OTHERWISE SHOWN.
DIMENSIONS TO THE BUILDING ARE MEASURED TO THE EXTERIOR OF THE FOUNDATION WALL
UNLESS OTHERWISE SHOWN.
BEARINGS,DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE.REFER TO RECORDED
PLATS AND SURVEYS FOR ADDITIONAL PROPERTY INFORMATION.
REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND DETAILS.
PARKING SPACE STRIPES SHALL BE 4 INCHES WIDE.YELLOW OR WHITE STRIPES SHALL BE
PROVIDED AT OWNER'S PREFERENCE UNLESS OTHERWISE SHOWN.
SEE SHEETS C801-C804 FOR DETAILS REFERENCED ON THIS SHEET.
TRANSVERSE EXPANSION JOINTS ARE TO BE PROVIDED IN CONCRETE SIDEWALKS AND
COMBINED WALKS/CURBS WHERE SHOWN AND AT INTERVALS NOT TO EXCEED 12 X THE WIDTH
OF THE WALK.
EXPANSION JOINTS SHALL BE INSTALLED IN CONCRETE PAVEMENTS AND WALKS AT ALL
LOCATIONS WHERE PAVEMENTS AND WALKS ABUT A VERTICAL SURFACE SUCH AS A CURB,
WALL, COLUMN, ETC.
CONTRACTION JOINTS SHALL BE PROVIDED AT EQUAL INTERVALS BETWEEN EXPANSION JOINTS
IN CONCRETE WALKS.INSTALL CONTRACTION JOINTS AS SHOWN BUT IN NO CASE AT INTERVALS
GREATER THAN 1.5 X THE WIDTH OF THE WALK.
UNLESS OTHERWISE SHOWN,PERMANENT SIGNS SHALL BE MOUNTED ON A SINGLE U-CHANNEL
DRIVE POST DRIVEN 42 INCHES BELOW GRADE.THE BOTTOM EDGE OF THE SIGN SHALL BE 6
FEET ABOVE THE NEAREST PAVEMENT EDGE ELEVATION.
FOR SECTIONS A-A,B-B,C-C,D-D AND E-E SEE SHEET C806 FOR PERMEABLE PAVER DETAILS
AND SPECIFICATIONS.
SITE PLAN NOTES
THE CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS AND APPROVALS HAVE BEEN
OBTAINED FROM AGENCIES HAVING JURISDICTION OVER THE WORK PRIOR TO COMMENCING
CONSTRUCTION ACTIVITIES.THE CONTRACTOR SHALL OBTAIN AND PAY THE COST OF ALL
PERMITS THAT HAVE NOT BEEN SECURED BY THE OWNER.
THE CONTRACTOR SHALL COMPLY WITH THE CONSTRUCTION SAFETY STANDARDS AS ISSUED
BY THE U.S.DEPARTMENT OF LABOR OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION AS
SET FORTH IN FINAL RULE 29, PART 1926, WHERE SUCH REGULATIONS APPLY TO THE WORK.
ALL ELEVATIONS SHOWN WITHIN THESE PLANS ARE BASED UPON U.S.G.S. DATUM.
LOCATIONS OF UTILITIES SHOWN WITHIN THESE PLANS ARE BASED UPON INFORMATION
OBTAINED FROM UTILITY COMPANIES OR THEIR REPRESENTATIVES AND FIELD EVIDENCE OF
IMPROVEMENTS VISIBLE ON THE GROUND SURFACE.EXACT LOCATIONS OF UNDERGROUND
UTILITIES HAVE NOT BEEN VERIFIED.THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND
REQUEST FIELD LOCATIONS OF SUCH WITHIN THE WORK AREA PRIOR TO COMMENCING
EXCAVATION ACTIVITIES.THE CONTRACTOR SHALL REPORT ANY VARIATIONS FROM THE
LOCATIONS SHOWN THAT MAY PRESENT A CONFLICT WITH EXECUTION OF THE WORK TO THE
ENGINEER IN ADVANCE OF CONSTRUCTION.
THE CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES AND SHALL
PAY THE COST OF PROTECTION,RELOCATION,REMOVAL,CONNECTION,AND/OR
RECONNECTION OF UTILITIES AS NECESSARY FOR EXECUTION OF THE WORK.
MATERIALS AND WORKMANSHIP SHALL COMPLY WITH ALL APPLICABLE CODES,SPECIFICATIONS,
LOCAL ORDINANCES, INDUSTRY STANDARDS AND UTILITY COMPANY REGULATIONS.
TRAFFIC CONTROL DEVICES SHALL BE FURNISHED,ERECTED,MAINTAINED AND REMOVED BY
THE CONTRACTOR IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES.TYPE "C"LIGHTS SHALL BE REQUIRED ON ALL BARRICADES,DRUMS AND SIMILAR
DEVICES IN USE AT NIGHT.
9.
10.
11.
4.
5.
6.
7.
8.
1.
2.
3.
7.
6.
5.
3.
4.
2.
1.
GENERAL SITE NOTES
14
13
12
11
10
9A
8
7
6
5
1
2
3
4
ACCESSIBLE PARKING SPACE WITH SIGN
PAVEMENT STRIPING - PAINTED STOP BAR
CONCRETE PAVEMENT SECTION
PERMEABLE PAVER - BELGARD BASKETWEAVE PATTERN
HEAVY DUTY ASPHALT PAVEMENT SECTION
STANDARD DUTY ASPHALT PAVEMENT SECTION
CONCRETE SIDEWALK
COMBINED WALK AND CURB
CURB END TRANSITION
STRAIGHT CURB
ROLL CURB AND GUTTER
SITE PLAN KEY NOTE LEGEND
KEY SITE PLAN DESCRIPTION
LINE TYPE/
SYMBOL
PAVEMENT STRIPING - PARKING BAY STRIPE
DETAIL
REFERENCE
CONCRETE FLUSH CURB
NEW PAVEMENT TO EXISTING PAVEMENT
15 CITY OF CARMEL CONCRETE SECTION
16 CURB ADJACENT TO EXISTING PAVEMENT
17 SIDEWALK ADJACENT TO CURB
18 ACCESSIBLE CURB RAMP TYPE "D" (CARMEL STANDARDS)
19 ACCESSIBLE CURB RAMP TYPE "K" (CARMEL STANDARDS)
20 ACCESSIBLE CURB RAMP TYPE "G" (INDOT STANDARDS)
21 ACCESSIBLE CURB RAMP TYPE "H" (INDOT STANDARDS
22 BITUMINOUS RECREATIONAL TRAIL
23 LANDSCAPE AREA - SEE LANDSCAPE PLAN (SEE ARCHITECTURAL PLANS)
24 RETAINING WALL - (DESIGNED BY OTHERS)
25 CONCRETE RETAINING WALL WITH SCREEN WALL - SEE ARCHITECTURAL PLANS
26 CONCRETE RETAINING WALL INCORPORATED IN BLDG FOUNDATION - SEE ARCHITECTURAL PLANS
12.
9B PERMEABLE PAVER - BELGARD HERRINGBONE PATTERN
27 BICYCLE RACK
28 CONCRETE COLLAR
29 CONCRETE BOLLARD
30 STOP SIGN
31 CONCRETE DRIVE WITH COMBINED DEPRESSED CURB & GUTTER
32 TYPICAL SWALE WITH SUB-SURFACE DRAIN
33 SUB-SURFACE DRAIN
NOTE: SEE SHEETS C801 TO C816 FOR DETAILS REFERENCED ON THIS SHEET
34 CHAIN LINK FENCE
35 CONCRETE CURB TURNOUT
10
'
25' D
.
E
.
/
A
.
E
.
30' D.E./A.E.
14.3'
10'
50
'
-
1
/
2
R
/
W
R20'R5'
AS
P
H
A
L
T
TREE PRESERVATION AREA
VA
R
I
A
B
L
E
H
E
I
G
H
T
R
E
T
A
I
N
I
N
G
W
A
L
L
VA
R
I
A
B
L
E
H
E
I
G
H
T
RE
T
A
I
N
I
N
G
W
A
L
L
CONC. SIDEWALK
A
S
P
H
A
L
T
LANDSCAPE AREA
CONC. SIDEWALK
R
4
.
5
'
BICYCLE PARKING
3 RACKS/6 SPACES
CANOPY
2
2
12
6
3
LANDSCAPED
COURTYARD
6'
6'
8'
8'
PROPOSED
FOUR-STORY
BUILDING
SCREEN WALL
PROPOSED
"SERVICE DRIVE"
SIGN
PROPOSED
"SERVICE DRIVE"
SIGN
60
.
7
'
R
1
5
'
R2
0
'
22
'
R
4
0
'
R40'
R3
5
'
R50'
R200'
33'20.6'
92
'
9B
9B
8
4
4
4
7
8
14
15
.
7
'
R22'
7'
6'
6'
R4.5'
19
13
22
22
22
23
23
23
23
23
23
23
1
31
3
3
20
4
3
3
2
10
10
10
'
21
R20'
24
25
25
24
24
22.1'
10
'
23
23
10
'
R15
'
E
B B
27
28
29
10' TYP.
11
30
20'
67.3' ±
68
'
±
15
1
34
35
2 STEPS @ 0.5' EACH
5' GAP IN WALL/FENCE FOR
CONCRETE CURB TURNOUT
38
.
3
'
9.1
'
247 ±
55
.
6
'
58
.
3
'
83.6'
20
5
.
6
±
4
4
MEMORY CARE
AREA
1ST FL. BALCONY
(SEE ARCH PLANS
FOR DETAILS)
BASEMENT
CONCRETE PATIO
23
D D
23
29
Job No.
Date:August 12, 2014
Scale:
Sheet:
68
9
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:
Title:
PR
E
P
A
R
E
D
F
O
R
:
Kn
o
w
w
h
a
t
'
s
be
l
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w
.
be
f
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r
e
y
o
u
d
i
g
.
Ca
l
l
R
2013-1726
CA
R
M
E
L
,
H
A
M
I
L
T
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C
O
U
N
T
Y
,
I
N
D
I
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A
4
6
0
3
2
SITE BENCHMARK #1:
TBM set at top of R/W marker in the S.E.Quad.of Smokey Row Rd.&Pro-Med Ln.,7'±south of B.O.C.&16.75'±east of fire hydrant.
Elev.=849.48 NAVD '88 Elevation 849.08
SITE BENCHMARK #2:
Bench Tie w/yellow cap set N.side Powerpole #838-1518 at NE cor.of site,south edge of Smokey Row Rd.&25'±NW of a fire
hydrant. Elev.= 846.65 NAVD '88 Elevation 846.25
PROJECT BENCHMARK NGVD29:
U.S.G.S.DATUM BENCHMARK INFORMATION:A bronze disk on a concrete post projecting 1.5 feet out of the ground along US-31,
3.7 miles north of I-465,0.7 mile west of Meridian Street,100 feet west of centerline of SBL of US-31 and 2 feet east of R/W fence.B.M.
ELEVATION = 879.76 NAVD '88 Elevation 879.36
FI
N
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C
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FO
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P
R
O
F
ESSIONA L E N G INEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G ISTER
E
D
C102B
1" = 20'
DETAILED
SITE PLAN
NOTE: REFER TO ARCHITECTURAL AND MEP PLANS FOR DETAILED DIMENSIONS AND
INFORMATION FOR THE BUILDING AND GARAGES.
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
"ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS
FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY."
(BA) 69,803 sf / (TPA) 307,446 sf = 22.70%
215,179 sf
(GFA) 215,179 sf / (TPA) 307,446 sf = 0.699
162 REQUIRED, 172 PROVIDED
ACCESSIBLE SPACES - per ADA (Included in TOTAL)
TOTAL PARKING SPACES- per unit mix (185 total units)
FLOOR AREA RATIO - (F.A.R.) - 0.70 MAXIMUM
GROSS FLOOR AREA (GFA)
LOT COVERAGE
BICYCLE SPACES - 5 per 100 REQUIRED PARKING SPACES
TOTAL GREEN SPACE AREA
TOTAL IMPERVIOUS AREA
TOTAL PARCEL AREA (TPA)
SITE DATA
6 REQUIRED, 12 PROVIDED
9 REQUIRED, 12 PROVIDED
58 1-BEDROOM INDEPENDENT CARE
48 1-BEDROOM ASSISTED LIVING/2
= 58 SPACES
= 24 SPACES
18 2-BEDROOM INDEPENDENT CARE = 18 SPACES
25 STUDIOS ASSISTED LIVING/2 = 13 SPACES
17 STAFF = 17 SPACES
162 SPACESTOTAL
PUBLIC ACCESS SPACES
PRIVATE GARAGE SPACES
= 8 SPACES
= 4 SPACES
TOTAL 12 SPACES
BUILDING AREA (BA) - INCLUDES GARAGES 69,803 sf
GREEN SPACE PERCENTAGE OF TOTAL PARCEL AREA
PARCEL COVERAGE - 65% MAXIMUM
TOTAL TREE PRESERVATION AREA (INCLUDED IN GREEN SPACE)71,929 sf (1.65 AC.)48% OF ALL GREEN SPACE WILL BE TREE PRESERVATION AREANOTE:
12 STUDIOS INDEPENDENT CARE = 12 SPACES
8 2-BEDROOM ASSISTED LIVING/2
16 STUDIO MEMORY CARE
= 4 SPACES
= 16 SPACES
309,189 sf (7.09 AC.)
159,142 sf (3.65 AC.)
150,047 sf (3.44 AC.)
48.53%
51.57%
ALL DIMENSIONS SHOWN ARE MEASURED TO THE FACE OF CURB, UNLESS OTHERWISE SHOWN
ALL RADII SHALL BE 5 FEET UNLESS OTHERWISE SHOWN.
DIMENSIONS TO THE BUILDING ARE MEASURED TO THE EXTERIOR OF THE FOUNDATION WALL
UNLESS OTHERWISE SHOWN.
BEARINGS,DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE.REFER TO RECORDED
PLATS AND SURVEYS FOR ADDITIONAL PROPERTY INFORMATION.
REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND DETAILS.
PARKING SPACE STRIPES SHALL BE 4 INCHES WIDE.YELLOW OR WHITE STRIPES SHALL BE
PROVIDED AT OWNER'S PREFERENCE UNLESS OTHERWISE SHOWN.
SEE SHEETS C801-C804 FOR DETAILS REFERENCED ON THIS SHEET.
TRANSVERSE EXPANSION JOINTS ARE TO BE PROVIDED IN CONCRETE SIDEWALKS AND
COMBINED WALKS/CURBS WHERE SHOWN AND AT INTERVALS NOT TO EXCEED 12 X THE WIDTH
OF THE WALK.
EXPANSION JOINTS SHALL BE INSTALLED IN CONCRETE PAVEMENTS AND WALKS AT ALL
LOCATIONS WHERE PAVEMENTS AND WALKS ABUT A VERTICAL SURFACE SUCH AS A CURB,
WALL, COLUMN, ETC.
CONTRACTION JOINTS SHALL BE PROVIDED AT EQUAL INTERVALS BETWEEN EXPANSION JOINTS
IN CONCRETE WALKS.INSTALL CONTRACTION JOINTS AS SHOWN BUT IN NO CASE AT INTERVALS
GREATER THAN 1.5 X THE WIDTH OF THE WALK.
UNLESS OTHERWISE SHOWN,PERMANENT SIGNS SHALL BE MOUNTED ON A SINGLE U-CHANNEL
DRIVE POST DRIVEN 42 INCHES BELOW GRADE.THE BOTTOM EDGE OF THE SIGN SHALL BE 6
FEET ABOVE THE NEAREST PAVEMENT EDGE ELEVATION.
FOR SECTIONS A-A,B-B,C-C,D-D AND E-E SEE SHEET C806 FOR PERMEABLE PAVER DETAILS
AND SPECIFICATIONS.
SITE PLAN NOTES
THE CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS AND APPROVALS HAVE BEEN
OBTAINED FROM AGENCIES HAVING JURISDICTION OVER THE WORK PRIOR TO COMMENCING
CONSTRUCTION ACTIVITIES.THE CONTRACTOR SHALL OBTAIN AND PAY THE COST OF ALL
PERMITS THAT HAVE NOT BEEN SECURED BY THE OWNER.
THE CONTRACTOR SHALL COMPLY WITH THE CONSTRUCTION SAFETY STANDARDS AS ISSUED
BY THE U.S.DEPARTMENT OF LABOR OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION AS
SET FORTH IN FINAL RULE 29, PART 1926, WHERE SUCH REGULATIONS APPLY TO THE WORK.
ALL ELEVATIONS SHOWN WITHIN THESE PLANS ARE BASED UPON U.S.G.S. DATUM.
LOCATIONS OF UTILITIES SHOWN WITHIN THESE PLANS ARE BASED UPON INFORMATION
OBTAINED FROM UTILITY COMPANIES OR THEIR REPRESENTATIVES AND FIELD EVIDENCE OF
IMPROVEMENTS VISIBLE ON THE GROUND SURFACE.EXACT LOCATIONS OF UNDERGROUND
UTILITIES HAVE NOT BEEN VERIFIED.THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND
REQUEST FIELD LOCATIONS OF SUCH WITHIN THE WORK AREA PRIOR TO COMMENCING
EXCAVATION ACTIVITIES.THE CONTRACTOR SHALL REPORT ANY VARIATIONS FROM THE
LOCATIONS SHOWN THAT MAY PRESENT A CONFLICT WITH EXECUTION OF THE WORK TO THE
ENGINEER IN ADVANCE OF CONSTRUCTION.
THE CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES AND SHALL
PAY THE COST OF PROTECTION,RELOCATION,REMOVAL,CONNECTION,AND/OR
RECONNECTION OF UTILITIES AS NECESSARY FOR EXECUTION OF THE WORK.
MATERIALS AND WORKMANSHIP SHALL COMPLY WITH ALL APPLICABLE CODES,SPECIFICATIONS,
LOCAL ORDINANCES, INDUSTRY STANDARDS AND UTILITY COMPANY REGULATIONS.
TRAFFIC CONTROL DEVICES SHALL BE FURNISHED,ERECTED,MAINTAINED AND REMOVED BY
THE CONTRACTOR IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES.TYPE "C"LIGHTS SHALL BE REQUIRED ON ALL BARRICADES,DRUMS AND SIMILAR
DEVICES IN USE AT NIGHT.
9.
10.
11.
4.
5.
6.
7.
8.
1.
2.
3.
7.
6.
5.
3.
4.
2.
1.
GENERAL SITE NOTES
14
13
12
11
10
9A
8
7
6
5
1
2
3
4
ACCESSIBLE PARKING SPACE WITH SIGN
PAVEMENT STRIPING - PAINTED STOP BAR
CONCRETE PAVEMENT SECTION
PERMEABLE PAVER - BELGARD BASKETWEAVE PATTERN
HEAVY DUTY ASPHALT PAVEMENT SECTION
STANDARD DUTY ASPHALT PAVEMENT SECTION
CONCRETE SIDEWALK
COMBINED WALK AND CURB
CURB END TRANSITION
STRAIGHT CURB
ROLL CURB AND GUTTER
SITE PLAN KEY NOTE LEGEND
KEY SITE PLAN DESCRIPTION
LINE TYPE/
SYMBOL
PAVEMENT STRIPING - PARKING BAY STRIPE
DETAIL
REFERENCE
CONCRETE FLUSH CURB
NEW PAVEMENT TO EXISTING PAVEMENT
15 CITY OF CARMEL CONCRETE SECTION
16 CURB ADJACENT TO EXISTING PAVEMENT
17 SIDEWALK ADJACENT TO CURB
18 ACCESSIBLE CURB RAMP TYPE "D" (CARMEL STANDARDS)
19 ACCESSIBLE CURB RAMP TYPE "K" (CARMEL STANDARDS)
20 ACCESSIBLE CURB RAMP TYPE "G" (INDOT STANDARDS)
21 ACCESSIBLE CURB RAMP TYPE "H" (INDOT STANDARDS
22 BITUMINOUS RECREATIONAL TRAIL
23 LANDSCAPE AREA - SEE LANDSCAPE PLAN (SEE ARCHITECTURAL PLANS)
24 RETAINING WALL - (DESIGNED BY OTHERS)
25 CONCRETE RETAINING WALL WITH SCREEN WALL - SEE ARCHITECTURAL PLANS
26 CONCRETE RETAINING WALL INCORPORATED IN BLDG FOUNDATION - SEE ARCHITECTURAL PLANS
12.
9B PERMEABLE PAVER - BELGARD HERRINGBONE PATTERN
27 BICYCLE RACK
28 CONCRETE COLLAR
29 CONCRETE BOLLARD
30 STOP SIGN
31 CONCRETE DRIVE WITH COMBINED DEPRESSED CURB & GUTTER
32 TYPICAL SWALE WITH SUB-SURFACE DRAIN
33 SUB-SURFACE DRAIN
NOTE: SEE SHEETS C801 TO C816 FOR DETAILS REFERENCED ON THIS SHEET
34 CHAIN LINK FENCE
35 CONCRETE CURB TURNOUT
25' D
.
E
.
/
A
.
E
.
2
5
'
D
.
E
.
/
A
.
E
10'
10'
10
'
10'
10'
5'
5'
10
'
10
'
10'
10'
25
'
D
.
E
.
/
A
.
E
.
18
'
9'
18'
18'25'18'
9'
TYP.
R5
'
73.3
'
VA
R
I
A
B
L
E
H
E
I
G
H
T
R
E
T
A
I
N
I
N
G
W
A
L
L
VARIABLE HEIGHT RETAINING WALL
GA
R
A
G
E
S
GA
R
A
G
E
S
CO
N
C
.
S
I
D
E
W
A
L
K
A
S
P
H
A
L
T
R4.
5
'
R
1
5
'
R3'
R4.5
'
BICYCLE PARKING
3 RACKS/6 SPACES
12
2
2
2
2
2
2
2
4
17
4
4
4
7
12
12
7
7
6
9A
R5'
PROPOSED
5' CONCRETE
SIDEWALK/TRAIL
PROPOSED
GROUND SIGN
9'
TY
P
.
R2
0
'
R5'
R2
0
'
20'
R40'5'
5'
R37'
R5'6'
24'44.2' ±24.2'22.9' ±
2
R4
0
'
R15'
9B
9B
9B
7
11
13
11
7
7
8
R4.5'
25
'
24
'
7'
7'
R4.5'
R4
.
5
'
R4.5'
R4.5
'
13
13
13
13
13
13
13
19
3
3
3
4
23
23
23
23
23
23
23
23
23
20
20
31
3
2
17
21
21
31
33
1 16
16
1
126.7'
18
8
'
R20'24
26
25
7
R4.5
'
R
4
.
5
'
R3
.
5
'
R3.5
'
2
4
'
R
1
5
'
R5'
21
E
A A
E E
E E
C
C
27
30
11
R33
'
30
11
83
.
3
'
±
12
3
.
6
'
±
68' ±
R
3
0
'
R30'
15
33
33
R30'
R
3
0
'
25
'
15
2
23
30
.
7
'
29
29
29
34
34
34
2 STEPS @ 0.5' EACH
28
28
7
.
1
±
84.3'
114.7'
18
7
.
1
'
R15'
2
2
2
26
'
21'
23
23
23
23
13
Job No.
Date:August 12, 2014
Scale:
Sheet:
68
9
P
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MA
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PR
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P
A
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D
B
Y
:
Title:
PR
E
P
A
R
E
D
F
O
R
:
Kn
o
w
w
h
a
t
'
s
be
l
o
w
.
be
f
o
r
e
y
o
u
d
i
g
.
Ca
l
l
R
2013-1726
CA
R
M
E
L
,
H
A
M
I
L
T
O
N
C
O
U
N
T
Y
,
I
N
D
I
A
N
A
4
6
0
3
2
SITE BENCHMARK #1:
TBM set at top of R/W marker in the S.E.Quad.of Smokey Row Rd.&Pro-Med Ln.,7'±south of B.O.C.&16.75'±east of fire hydrant.
Elev.=849.48 NAVD '88 Elevation 849.08
SITE BENCHMARK #2:
Bench Tie w/yellow cap set N.side Powerpole #838-1518 at NE cor.of site,south edge of Smokey Row Rd.&25'±NW of a fire
hydrant. Elev.= 846.65 NAVD '88 Elevation 846.25
PROJECT BENCHMARK NGVD29:
U.S.G.S.DATUM BENCHMARK INFORMATION:A bronze disk on a concrete post projecting 1.5 feet out of the ground along US-31,
3.7 miles north of I-465,0.7 mile west of Meridian Street,100 feet west of centerline of SBL of US-31 and 2 feet east of R/W fence.B.M.
ELEVATION = 879.76 NAVD '88 Elevation 879.36
FI
N
A
L
C
O
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
FO
R
P
R
O
F
ESSIONA L E N G INEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G ISTER
E
D
C102C
1" = 20'
DETAILED
SITE PLAN
NOTE: REFER TO ARCHITECTURAL AND MEP PLANS FOR DETAILED DIMENSIONS AND
INFORMATION FOR THE BUILDING AND GARAGES.
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
"ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS
FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY."
(BA) 69,803 sf / (TPA) 307,446 sf = 22.70%
215,179 sf
(GFA) 215,179 sf / (TPA) 307,446 sf = 0.699
162 REQUIRED, 172 PROVIDED
ACCESSIBLE SPACES - per ADA (Included in TOTAL)
TOTAL PARKING SPACES- per unit mix (185 total units)
FLOOR AREA RATIO - (F.A.R.) - 0.70 MAXIMUM
GROSS FLOOR AREA (GFA)
LOT COVERAGE
BICYCLE SPACES - 5 per 100 REQUIRED PARKING SPACES
TOTAL GREEN SPACE AREA
TOTAL IMPERVIOUS AREA
TOTAL PARCEL AREA (TPA)
SITE DATA
6 REQUIRED, 12 PROVIDED
9 REQUIRED, 12 PROVIDED
58 1-BEDROOM INDEPENDENT CARE
48 1-BEDROOM ASSISTED LIVING/2
= 58 SPACES
= 24 SPACES
18 2-BEDROOM INDEPENDENT CARE = 18 SPACES
25 STUDIOS ASSISTED LIVING/2 = 13 SPACES
17 STAFF = 17 SPACES
162 SPACESTOTAL
PUBLIC ACCESS SPACES
PRIVATE GARAGE SPACES
= 8 SPACES
= 4 SPACES
TOTAL 12 SPACES
BUILDING AREA (BA) - INCLUDES GARAGES 69,803 sf
GREEN SPACE PERCENTAGE OF TOTAL PARCEL AREA
PARCEL COVERAGE - 65% MAXIMUM
TOTAL TREE PRESERVATION AREA (INCLUDED IN GREEN SPACE)71,929 sf (1.65 AC.)48% OF ALL GREEN SPACE WILL BE TREE PRESERVATION AREANOTE:
12 STUDIOS INDEPENDENT CARE = 12 SPACES
8 2-BEDROOM ASSISTED LIVING/2
16 STUDIO MEMORY CARE
= 4 SPACES
= 16 SPACES
309,189 sf (7.09 AC.)
159,142 sf (3.65 AC.)
150,047 sf (3.44 AC.)
48.53%
51.57%
ALL DIMENSIONS SHOWN ARE MEASURED TO THE FACE OF CURB, UNLESS OTHERWISE SHOWN
ALL RADII SHALL BE 5 FEET UNLESS OTHERWISE SHOWN.
DIMENSIONS TO THE BUILDING ARE MEASURED TO THE EXTERIOR OF THE FOUNDATION WALL
UNLESS OTHERWISE SHOWN.
BEARINGS,DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE.REFER TO RECORDED
PLATS AND SURVEYS FOR ADDITIONAL PROPERTY INFORMATION.
REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND DETAILS.
PARKING SPACE STRIPES SHALL BE 4 INCHES WIDE.YELLOW OR WHITE STRIPES SHALL BE
PROVIDED AT OWNER'S PREFERENCE UNLESS OTHERWISE SHOWN.
SEE SHEETS C801-C804 FOR DETAILS REFERENCED ON THIS SHEET.
TRANSVERSE EXPANSION JOINTS ARE TO BE PROVIDED IN CONCRETE SIDEWALKS AND
COMBINED WALKS/CURBS WHERE SHOWN AND AT INTERVALS NOT TO EXCEED 12 X THE WIDTH
OF THE WALK.
EXPANSION JOINTS SHALL BE INSTALLED IN CONCRETE PAVEMENTS AND WALKS AT ALL
LOCATIONS WHERE PAVEMENTS AND WALKS ABUT A VERTICAL SURFACE SUCH AS A CURB,
WALL, COLUMN, ETC.
CONTRACTION JOINTS SHALL BE PROVIDED AT EQUAL INTERVALS BETWEEN EXPANSION JOINTS
IN CONCRETE WALKS.INSTALL CONTRACTION JOINTS AS SHOWN BUT IN NO CASE AT INTERVALS
GREATER THAN 1.5 X THE WIDTH OF THE WALK.
UNLESS OTHERWISE SHOWN,PERMANENT SIGNS SHALL BE MOUNTED ON A SINGLE U-CHANNEL
DRIVE POST DRIVEN 42 INCHES BELOW GRADE.THE BOTTOM EDGE OF THE SIGN SHALL BE 6
FEET ABOVE THE NEAREST PAVEMENT EDGE ELEVATION.
FOR SECTIONS A-A,B-B,C-C,D-D AND E-E SEE SHEET C806 FOR PERMEABLE PAVER DETAILS
AND SPECIFICATIONS.
SITE PLAN NOTES
THE CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS AND APPROVALS HAVE BEEN
OBTAINED FROM AGENCIES HAVING JURISDICTION OVER THE WORK PRIOR TO COMMENCING
CONSTRUCTION ACTIVITIES.THE CONTRACTOR SHALL OBTAIN AND PAY THE COST OF ALL
PERMITS THAT HAVE NOT BEEN SECURED BY THE OWNER.
THE CONTRACTOR SHALL COMPLY WITH THE CONSTRUCTION SAFETY STANDARDS AS ISSUED
BY THE U.S.DEPARTMENT OF LABOR OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION AS
SET FORTH IN FINAL RULE 29, PART 1926, WHERE SUCH REGULATIONS APPLY TO THE WORK.
ALL ELEVATIONS SHOWN WITHIN THESE PLANS ARE BASED UPON U.S.G.S. DATUM.
LOCATIONS OF UTILITIES SHOWN WITHIN THESE PLANS ARE BASED UPON INFORMATION
OBTAINED FROM UTILITY COMPANIES OR THEIR REPRESENTATIVES AND FIELD EVIDENCE OF
IMPROVEMENTS VISIBLE ON THE GROUND SURFACE.EXACT LOCATIONS OF UNDERGROUND
UTILITIES HAVE NOT BEEN VERIFIED.THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND
REQUEST FIELD LOCATIONS OF SUCH WITHIN THE WORK AREA PRIOR TO COMMENCING
EXCAVATION ACTIVITIES.THE CONTRACTOR SHALL REPORT ANY VARIATIONS FROM THE
LOCATIONS SHOWN THAT MAY PRESENT A CONFLICT WITH EXECUTION OF THE WORK TO THE
ENGINEER IN ADVANCE OF CONSTRUCTION.
THE CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES AND SHALL
PAY THE COST OF PROTECTION,RELOCATION,REMOVAL,CONNECTION,AND/OR
RECONNECTION OF UTILITIES AS NECESSARY FOR EXECUTION OF THE WORK.
MATERIALS AND WORKMANSHIP SHALL COMPLY WITH ALL APPLICABLE CODES,SPECIFICATIONS,
LOCAL ORDINANCES, INDUSTRY STANDARDS AND UTILITY COMPANY REGULATIONS.
TRAFFIC CONTROL DEVICES SHALL BE FURNISHED,ERECTED,MAINTAINED AND REMOVED BY
THE CONTRACTOR IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES.TYPE "C"LIGHTS SHALL BE REQUIRED ON ALL BARRICADES,DRUMS AND SIMILAR
DEVICES IN USE AT NIGHT.
9.
10.
11.
4.
5.
6.
7.
8.
1.
2.
3.
7.
6.
5.
3.
4.
2.
1.
GENERAL SITE NOTES
14
13
12
11
10
9A
8
7
6
5
1
2
3
4
ACCESSIBLE PARKING SPACE WITH SIGN
PAVEMENT STRIPING - PAINTED STOP BAR
CONCRETE PAVEMENT SECTION
PERMEABLE PAVER - BELGARD BASKETWEAVE PATTERN
HEAVY DUTY ASPHALT PAVEMENT SECTION
STANDARD DUTY ASPHALT PAVEMENT SECTION
CONCRETE SIDEWALK
COMBINED WALK AND CURB
CURB END TRANSITION
STRAIGHT CURB
ROLL CURB AND GUTTER
SITE PLAN KEY NOTE LEGEND
KEY SITE PLAN DESCRIPTION
LINE TYPE/
SYMBOL
PAVEMENT STRIPING - PARKING BAY STRIPE
DETAIL
REFERENCE
CONCRETE FLUSH CURB
NEW PAVEMENT TO EXISTING PAVEMENT
15 CITY OF CARMEL CONCRETE SECTION
16 CURB ADJACENT TO EXISTING PAVEMENT
17 SIDEWALK ADJACENT TO CURB
18 ACCESSIBLE CURB RAMP TYPE "D" (CARMEL STANDARDS)
19 ACCESSIBLE CURB RAMP TYPE "K" (CARMEL STANDARDS)
20 ACCESSIBLE CURB RAMP TYPE "G" (INDOT STANDARDS)
21 ACCESSIBLE CURB RAMP TYPE "H" (INDOT STANDARDS
22 BITUMINOUS RECREATIONAL TRAIL
23 LANDSCAPE AREA - SEE LANDSCAPE PLAN (SEE ARCHITECTURAL PLANS)
24 RETAINING WALL - (DESIGNED BY OTHERS)
25 CONCRETE RETAINING WALL WITH SCREEN WALL - SEE ARCHITECTURAL PLANS
26 CONCRETE RETAINING WALL INCORPORATED IN BLDG FOUNDATION - SEE ARCHITECTURAL PLANS
12.
9B PERMEABLE PAVER - BELGARD HERRINGBONE PATTERN
27 BICYCLE RACK
28 CONCRETE COLLAR
29 CONCRETE BOLLARD
30 STOP SIGN
31 CONCRETE DRIVE WITH COMBINED DEPRESSED CURB & GUTTER
32 TYPICAL SWALE WITH SUB-SURFACE DRAIN
33 SUB-SURFACE DRAIN
NOTE: SEE SHEETS C801 TO C816 FOR DETAILS REFERENCED ON THIS SHEET
34 CHAIN LINK FENCE
35 CONCRETE CURB TURNOUT
A B
C
50
'
-
1
/
2
R
/
W
FFE MAIN FLOOR=842.00
FFE BASEMENT=830.00
PROPOSED FOUR STORY
BUILDING W/ PARTIAL
BASEMENT
FFE = 839.64
FFE = 839.64
FFE = 839.64
FFE = 839.64
FFE = 839.44
FF
E
=
8
3
9
.
4
4
206 LF
O
F
4
"
P
E
R
F
.
S
S
D
@
0
.
5
0
%
.
10
'
5'
10
'
5'5'
5'5'
5'
5'
5'
5'
5'
5'
5'
5'
53'
25' D
.
E
.
/
A
.
E
.
2
5
'
D
.
E
.
/
A
.
E
10'
10'
10
'
10'
10'
30' D.E./A.E.
14.3'
10'
5'
5'
10
'
10
'
10'
10'
25
'
D
.
E
.
/
A
.
E
.
FFE = 842.00
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
BA
S
I
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A
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BAS
I
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OFF
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E
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X
I
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I
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G
BA
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I
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BA
S
I
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P
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-
E
A
S
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BA
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I
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-
S
O
U
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B
A
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T
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Job No.
Date:August 12, 2014
Scale:
Sheet:
68
9
P
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DE
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C
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MA
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PR
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P
A
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E
D
B
Y
:
Title:
PR
E
P
A
R
E
D
F
O
R
:
Kn
o
w
w
h
a
t
'
s
be
l
o
w
.
be
f
o
r
e
y
o
u
d
i
g
.
Ca
l
l
R
2013-1726
CA
R
M
E
L
,
H
A
M
I
L
T
O
N
C
O
U
N
T
Y
,
I
N
D
I
A
N
A
4
6
0
3
2
SITE BENCHMARK #1:
TBM set at top of R/W marker in the S.E.Quad.of Smokey Row Rd.&Pro-Med Ln.,7'±south of B.O.C.&16.75'±east of fire hydrant.
Elev.=849.48 NAVD '88 Elevation 849.08
SITE BENCHMARK #2:
Bench Tie w/yellow cap set N.side Powerpole #838-1518 at NE cor.of site,south edge of Smokey Row Rd.&25'±NW of a fire
hydrant. Elev.= 846.65 NAVD '88 Elevation 846.25
PROJECT BENCHMARK NGVD29:
U.S.G.S.DATUM BENCHMARK INFORMATION:A bronze disk on a concrete post projecting 1.5 feet out of the ground along US-31,
3.7 miles north of I-465,0.7 mile west of Meridian Street,100 feet west of centerline of SBL of US-31 and 2 feet east of R/W fence.B.M.
ELEVATION = 879.76 NAVD '88 Elevation 879.36
FI
N
A
L
C
O
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
FO
R
P
R
O
F
ESSIONA L E N G INEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G ISTER
E
D
GRADING NOTES
1.TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN THE LIMITS
OF PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL SHALL BE STRIPPED TO THE DEPTH SHOWN
IN THE GEOTECHNICAL REPORT, OR TO A DEPTH OF 6 INCHES, WHICHEVER IS GREATER.
2.TOPSOILSHALL BE PLACED TO A DEPTH OF 4 TO 6 INCHES IN ALL AREAS TO BE SEEDED OR SODDED
PER THE SPECIFICATIONS.
3.EXCESS TOPSOIL MAY BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS AS
AVAILABLE.
4.ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED UNLESS OTHERWISE
SHOWN.
5.FINAL GRADES AT THE PROJECT BOUNDARY SHALL MATCH EXISTING ELEVATIONS UNLESS
OTHERWISE SHOWN.
6.THE CONTRACTOR SHALL PERFORM AN EARTHWORK QUANTITY ANALYSIS PRIOR TO COMMENCING
CONSTRUCTION TO CONFIRM SUCH QUANTITIES WITH THE ENGINEER. ADJUSTMENTS TO PROPOSED
FINISH GRADES BASED UPON THE EARTHWORK QUANTITY ANALYSIS SHALL BE APPROVED BY THE
ENGINEER.
7.THE BW CALL OUT ON THE RETAINING WALL GRADING IS THE GRADE AT THE GROUND.
MATCH EXISTING
FLOW DIRECTION w/ GRADE
TOP OF CURB AND
PAVEMENT SPOT GRADE
GROUND SPOT GRADE
GUTTER GRADE
LINE TYPE / SYMBOL
M.E.
845.50
845.2
GRADING PLAN LEGEND
DESCRIPTION
FLOOD ZONE STATEMENT
THIS SITE LIES ENTIRELY WITHIN A FLOOD HAZARD ZONE X PER FIRM MAP FOR
CITY OF INDIANAPOLIS COMMUNITY PANEL #18097C0068E DATED JAN. 5, 2001
C103
1" = 40'
OVERALL
GRADING AND
DRAINAGE PLAN
%1.00
TB800.50800.00
TW
BW
800.50
800.00
TOP AND BOTTOM OF
WALL ELEVATION
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
"ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS
FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY."
FR FLOOD ROUTE
PROPOSED BASIN
AREAS
EXISTING BASIN
AREAS
FLOOD GRADE NOTE
FLOOD ROUTE PONDING
AREA AND ELEVATION
The Minimum Flood Protection Grade (MFPG) of all structures fronting a pond or open ditch
shall be no less than 2 feet above any adjacent 100-year local or regional flood elevations,
whichever is greater, for all windows, doors, pipe entrances, window wells, and any other
structure member where floodwaters can enter a building.
The Lowest Adjacent Grade (LAG) is the elevation of the lowest grade adjacent to a
structure, where the soil meets the foundation around the outside of the structure (including
structural members such as basement walkout, patios, decks, porches, support posts or
piers, and rim of the window well.) The Minimum Lowest Adjacent Grade (MLAG) for all
residential, commercial, or industrial buildings (including walkout basements) adjacent to
ponds shall be set a minimum of 2 feet above the 100-year pond elevation or 2 feet above
the emergency overflow weir elevation, whichever is higher.
In addition, the MLAG and MFPG for all residential, commercial, or industrial buildings shall
be set a minimum of 2 feet above the highest noted overflow path/ponding elevation across
the property frontage. The current City policy for this specific standard is as follows: The
MLAG/MFPG shall be set a minimum of 1-foot above the maximum water surface elevation
resulting from the onsite inlets being clogged or inoperable during the 100 year rain event.
This condition has been established as being the governing the MLAG/MFPG elevations for
this site. The MLAG and MFPG for this site are set at 841.81.
FFE MAIN FLOOR=842.00
FFE BASEMENT=830.00
PROPOSED FOUR
STORY BUILDING W/
PARTIAL BASEMENT
TB839.98839.48
TB839.98839.48
TB840.10839.60
841.20
T836.26
T
B
837.09
836.80TB837.33837.05
TB839.96839.46
TB839.76839.26
TB840.45839.95
TB840.76840.26
T
B
840.55
840.05
839.11
840.10
841.81841.81
841.81
841.81
T
B
840.00
839.50
T
B
839.53
839.03
TB839.53839.03
T
B
839.53
839.03
TB839.53839.03
840.71
841.21
841.98
841.78
T
B
841.33
840.83
840.69
TB841.08840.58
T
B
839.96
839.46
T
B
841.28
840.78
841.81
841.81
T
B
840.14
839.64
TB840.41839.91 TB840.41839.91
839.46
839.46
839.46
TB840.14839.64
TB840.14839.64
T
B
840.14
839.64
TB840.14839.64
839.46
839.46
839.46
TB840.14839.64 T
B
840.14
839.64
T
B
840.14
839.64TB840.14839.64
TB840.14839.64
TB840.26839.76
TB840.36839.86
TB840.65840.15
TB840.65840.15
TB840.38839.88
T
B
841.18
840.68
T
B
840.50
840.00
TB840.50840.00
T
B
840.14
839.64
TB840.14839.64
TB840.26839.76
840.25
839.75
839.75
841.81
840.35
840.45
841.81
840.38
840.60
TB839.53839.03
840.70
840.90
840.50
841.50 841.50841.98
841.81
841.81
841.81
840.80
TB839.53839.03
TB840.25839.75
839.46 839.46
TB839.96839.46
840.10
TB840.10839.60
T
B
839.96
839.46
T
B
839.96
839.46
TB840.00839.50
TB839.85839.35
TB839.76839.26
839.46
T
B
840.00
839.50
TB840.08839.58
T
B
840.17
839.67
TB840.82840.32
TB840.18839.68
T
B
840.91
840.41
T
B
840.32
839.82
TB840.20839.70 839.64
TB839.96839.46
TB839.96839.46
T
B
839.96
839.46
TB839.96839.46
TB840.21839.71
841.44
841.22
T
B
840.61
840.11
840.10
841.98
TB841.21840.71
T
B
841.21
840.71
846.92
846.82
847.14
847.04
847.49
849.29
848.12
847.92
848.12
847.92
848.66
848.46
849.13
848.93
849.27
849.07
849.53
849.33
849.37
849.17
849.76
849.56
849.72
849.52
847.75
847.25
848.38 M.E.
848.32M.E.
848.86M.E.
849.33 M.E.
849.53 M.E.
849.87M.E.
850.00 M.E.
850.00M.E.
849.61 M.E.
T
B
844.50
841.30
TB844.50841.30
T
B
843.00
841.50 T
B
843.00
841.50
T
B
844.50
843.00
TB844.50843.00
M.E.
M.E.
M.E.
%
5.22
%
5.22
%
1.6
%
4.
2
%
1.
5
%
7.
0
%
1.
0
%
1.
0
%
0.
9
5
%1.38
%7.0
%7.0
%0.55
%5.0
%
1.
0
%
0.
6
6
%
1.
5
%1.0
%1.5
%
1.
5
%1.5
%1.5
%
1.5
%
1.5
%
1.
5
%
1.
3
3
%
2.
0
%
1.
0
%
1.
0
%
2
.
0
%
2.
0
%
2.
0
%
2.0
TWBW 842.00
842.00
TWBW 844.50842.00
TWBW 845.00
841.25
TW
BW
845.00
841.00
TWBW 845.00840.00
TWBW 846.00840.50
TW
BW
847.50
840.25
TWBW 848.00
840.25
TWBW 847.50
840.25
TWBW 846.50840.25
TW
BW
845.50
840.25
TWBW 844.00
844.00
FFE = 839.64
FFE = 839.64
FFE = 839.64
FFE = 839.64
839.00
206 LF
O
F
4
"
P
E
R
F
.
S
S
D
@
0
.
5
0
%
.
TB836.30836.17
T
B
836.73
836.60
TB836.85836.72
837.30
837.50
T
B
837.33
837.33
TB838.10837.60
TB836.73836.73
T
B
837.05
837.05
TB837.83837.33
837.10
837.20
840.8
841.3M.E.
841.8M.E.
840.45
%2.00
%2.00
%2.00
%1.00
%1.00
%
7.
1
841.18840.27
841.47
841.88
841.42
%5.0
%5.0
%
5.
0
%
5.
0
%
4.
8
%
5.
0
840.10
T
B
839.98
839.48
840.10
840.50
841.88
840.88
840.78
840.50
840.40
%
1.
3
8
%
1.
0
%
2.
5
%5.0
%1.9
840.76
840.90
841.22
TB840.86840.36
%
1.86
%3.0
841.46840.96
%3.97
%1.86
10
'
5'
10
'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
53'
25' D
.
E
.
/
A
.
E
.
2
5
'
D
.
E
.
/
A
.
E
TB839.85839.35
841.81
FR
FR
FR
FR
FR
FR
FR
FR
Job No.
Date:August 12, 2014
Scale:
Sheet:
68
9
P
R
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E
D
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DA
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DE
S
C
R
I
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T
I
O
N
MA
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K
PR
E
P
A
R
E
D
B
Y
:
Title:
PR
E
P
A
R
E
D
F
O
R
:
Kn
o
w
w
h
a
t
'
s
be
l
o
w
.
be
f
o
r
e
y
o
u
d
i
g
.
Ca
l
l
R
2013-1726
CA
R
M
E
L
,
H
A
M
I
L
T
O
N
C
O
U
N
T
Y
,
I
N
D
I
A
N
A
4
6
0
3
2
SITE BENCHMARK #1:
TBM set at top of R/W marker in the S.E.Quad.of Smokey Row Rd.&Pro-Med Ln.,7'±south of B.O.C.&16.75'±east of fire hydrant.
Elev.=849.48 NAVD '88 Elevation 849.08
SITE BENCHMARK #2:
Bench Tie w/yellow cap set N.side Powerpole #838-1518 at NE cor.of site,south edge of Smokey Row Rd.&25'±NW of a fire
hydrant. Elev.= 846.65 NAVD '88 Elevation 846.25
PROJECT BENCHMARK NGVD29:
U.S.G.S.DATUM BENCHMARK INFORMATION:A bronze disk on a concrete post projecting 1.5 feet out of the ground along US-31,
3.7 miles north of I-465,0.7 mile west of Meridian Street,100 feet west of centerline of SBL of US-31 and 2 feet east of R/W fence.B.M.
ELEVATION = 879.76 NAVD '88 Elevation 879.36
FI
N
A
L
C
O
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
FO
R
P
R
O
F
ESSIONA L E N G INEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G ISTER
E
D
FLOOD ZONE STATEMENT
THIS SITE LIES ENTIRELY WITHIN A FLOOD HAZARD ZONE X PER FIRM MAP FOR
CITY OF INDIANAPOLIS COMMUNITY PANEL #18097C0068E DATED JAN. 5, 2001
C103A
1" = 20'
DETAILED
GRADING AND
DRAINAGE PLAN
GRADING NOTES
1.TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN THE LIMITS
OF PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL SHALL BE STRIPPED TO THE DEPTH SHOWN
IN THE GEOTECHNICAL REPORT, OR TO A DEPTH OF 6 INCHES, WHICHEVER IS GREATER.
2.TOPSOILSHALL BE PLACED TO A DEPTH OF 4 TO 6 INCHES IN ALL AREAS TO BE SEEDED OR SODDED
PER THE SPECIFICATIONS.
3.EXCESS TOPSOIL MAY BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS AS
AVAILABLE.
4.ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED UNLESS OTHERWISE
SHOWN.
5.FINAL GRADES AT THE PROJECT BOUNDARY SHALL MATCH EXISTING ELEVATIONS UNLESS
OTHERWISE SHOWN.
6.THE CONTRACTOR SHALL PERFORM AN EARTHWORK QUANTITY ANALYSIS PRIOR TO COMMENCING
CONSTRUCTION TO CONFIRM SUCH QUANTITIES WITH THE ENGINEER. ADJUSTMENTS TO PROPOSED
FINISH GRADES BASED UPON THE EARTHWORK QUANTITY ANALYSIS SHALL BE APPROVED BY THE
ENGINEER.
7.THE BW CALL OUT ON THE RETAINING WALL GRADING IS THE GRADE AT THE GROUND.
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
"ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS
FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY."
MATCH EXISTING
FLOW DIRECTION w/ GRADE
TOP OF CURB AND
PAVEMENT SPOT GRADE
GROUND SPOT GRADE
GUTTER GRADE
LINE TYPE / SYMBOL
M.E.
845.50
845.2
GRADING PLAN LEGEND
DESCRIPTION
%1.00
TB800.50800.00
TW
BW
800.50
800.00
TOP AND BOTTOM OF
WALL ELEVATION
FR FLOOD ROUTE
FLOOD GRADE NOTE
The Minimum Flood Protection Grade (MFPG) of all structures fronting a pond or open ditch
shall be no less than 2 feet above any adjacent 100-year local or regional flood elevations,
whichever is greater, for all windows, doors, pipe entrances, window wells, and any other
structure member where floodwaters can enter a building.
The Lowest Adjacent Grade (LAG) is the elevation of the lowest grade adjacent to a
structure, where the soil meets the foundation around the outside of the structure (including
structural members such as basement walkout, patios, decks, porches, support posts or
piers, and rim of the window well.) The Minimum Lowest Adjacent Grade (MLAG) for all
residential, commercial, or industrial buildings (including walkout basements) adjacent to
ponds shall be set a minimum of 2 feet above the 100-year pond elevation or 2 feet above
the emergency overflow weir elevation, whichever is higher.
In addition, the MLAG and MFPG for all residential, commercial, or industrial buildings shall
be set a minimum of 2 feet above the highest noted overflow path/ponding elevation across
the property frontage. The current City policy for this specific standard is as follows: The
MLAG/MFPG shall be set a minimum of 1-foot above the maximum water surface elevation
resulting from the onsite inlets being clogged or inoperable during the 100 year rain event.
This condition has been established as being the governing the MLAG/MFPG elevations for
this site. The MLAG and MFPG for this site are set at 841.81.
FLOOD ROUTE PONDING
AREA AND ELEVATION
50
'
-
1
/
2
R
/
W
FFE MAIN FLOOR=842.00
FFE BASEMENT=830.00
C.O.
C.O.
PROPOSED FOUR
STORY BUILDING W/
PARTIAL BASEMENT
TB840.10839.60
841.98
841.20
841.81
TB839.96839.46
TB839.76839.26
TB840.45839.95 841.75841.84
T
B
841.94
841.44
TB840.76840.26
T
B
840.55
840.05
840.10
841.81 841.81
T
B
839.53
839.03
829.98
C.O.
C.O.
S
T
S
T
ST ST ST ST ST
S
T
S
T
C.O.
C.O.C.O.ST
STC.O.ST C.O.C.O.
ST
ST
ST
ST
ST
ST
C.O.
ST
C.O.
ST
ST
ST
ST
ST
C.O.
C.O.
ST
C.O.
840.70
840.90
840.50
841.50 841.50
841.81
841.81
841.81 841.81
841.81
841.81
841.98
841.98
841.81
841.81
841.81
841.81
841.98
841.98
840.80
TB841.89841.39
TB842.36841.86
842.46
842.12
TB842.00841.50
T
B
841.62
841.12
TB841.78841.28
T
B
841.37
840.87
T
B
840.50
840.00
TB843.70843.20
TB842.70842.20
T
B
842.45
841.95
T
B
842.30
841.80
TB841.48840.98
TB841.93841.43
T
B
841.66
841.16
T
B
840.94
840.44
T
B
845.10
844.60
TB841.48840.98
ST
ST
ST
ST
ST
ST
ST
ST
ST
841.81
841.80
829.75
829.98
829.73
829.70
WESTSIDE
EASTSIDE
EASTSIDE
WESTSIDE
EASTSIDE
WESTSIDE
WESTSIDE
EASTSIDE
WESTSIDEEASTSIDE
WESTSIDE
EASTSIDE
WESTSIDE
EASTSIDE
LOCATION WHERE WALL
FLIPS HIGH SIDE
TB839.53839.03
TB840.25839.75
839.46 839.46
TB839.96839.46
840.10
TB840.10839.60
T
B
839.96
839.46
C.O.
C.O.
C.O.
C.O.C.O.
C.O.
C.O.
C.O.
841.81
841.95
M.E.
M.E.
844.91 844.58
844.30
844.10846.45
846.35
846.79
846.69
846.92
846.82
847.14
847.04
EASTSIDEWESTSIDE
M.E.
847.00 M.E.847.12 M.E.
847.34 M.E.
M.E.
T
B
844.50
841.30
TB844.50841.30
T
B
843.00
841.50 T
B
843.00
841.50
T
B
844.50
843.00
TB844.50843.00
%
%
1.6
%
4.
2
%
1.
5
%
1.
0
%
1.
3
3
%
2.
0
%
1.
0
%
2.
5
7
%
0.5
0
%
2
.
9
0
%
2.
5
%
3.
0
%
4.
2
5
%
4.31
%
1.
0
%
4.
8
6
%
5.
2
4
%0.75
%
1.
0
WESTSIDEEASTSIDE
C.O.
TWBW 844.00
844.00
TWBW 843.00842.80
TWBW 845.00
841.60
TW
BW
845.50
841.00
TWBW 844.50
840.60
TW
BW 840.40840.10
TW
BW
840.93
836.00
TW
BW
841.14
835.50
TW
BW
841.88
835.50
TW
BW
842.13
835.00
TWBW 842.68834.00
TWBW 832.00829.95
TW
BW
831.50
829.70
TWBW 830.00
829.50
TW
BW
830.00
829.50
TW
BW
841.50
829.98
C.O.
ST
ST
841.75
841.60
841.81 840.75
841.10
TB845.37845.37 T
B
845.01
845.01
TB845.93845.44
T
B
846.95
846.66
T
B
845.54
845.25
TB846.03845.74T
B
846.03
845.90TB846.47846.34M.E.
Runoff Direction
%
7.
1
840.50
840.40
835.25
839.00
TW
BW
840.10
840.10
839.62
T
B
840.02
839.62
%
2.
5
7
%
3.73
%
2.
5
7
%
2.
5
7
%
0.
4
ST
%
1.
0
%
2.
5
%
3.2
6
841.00
841.61%
4.72
%
4
.
3
%4.4
%1.9
840.76
840.90
841.22
841.53
TB840.86840.36
%
1.86
%3.0
TB841.46840.96
T
B
841.48
840.98
%2.0%3.97
%
3.9
7
%1.86
C.O.
ST
C.O.
C.O.
10
'
25' D
.
E
.
/
A
.
E
.
30' D.E./A.E.
14.3'
10'
%
0.3
841.81
829.75
829.60
%
0.50
%
1.00
829.87
829.87
829.80
%1.00
%1.00
835.47
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
Job No.
Date:August 12, 2014
Scale:
Sheet:
68
9
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Title:
PR
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Kn
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SITE BENCHMARK #1:
TBM set at top of R/W marker in the S.E.Quad.of Smokey Row Rd.&Pro-Med Ln.,7'±south of B.O.C.&16.75'±east of fire hydrant.
Elev.=849.48 NAVD '88 Elevation 849.08
SITE BENCHMARK #2:
Bench Tie w/yellow cap set N.side Powerpole #838-1518 at NE cor.of site,south edge of Smokey Row Rd.&25'±NW of a fire
hydrant. Elev.= 846.65 NAVD '88 Elevation 846.25
PROJECT BENCHMARK NGVD29:
U.S.G.S.DATUM BENCHMARK INFORMATION:A bronze disk on a concrete post projecting 1.5 feet out of the ground along US-31,
3.7 miles north of I-465,0.7 mile west of Meridian Street,100 feet west of centerline of SBL of US-31 and 2 feet east of R/W fence.B.M.
ELEVATION = 879.76 NAVD '88 Elevation 879.36
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ESSIONA L E N G INEER
INDIA N A
PAUL A J E A N GARTN
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PE 10809217
STATE OF
R E G ISTER
E
D
FLOOD ZONE STATEMENT
THIS SITE LIES ENTIRELY WITHIN A FLOOD HAZARD ZONE X PER FIRM MAP FOR
CITY OF INDIANAPOLIS COMMUNITY PANEL #18097C0068E DATED JAN. 5, 2001
C103B
1" = 20'
DETAILED
GRADING AND
DRAINAGE PLAN
GRADING NOTES
1.TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN THE LIMITS
OF PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL SHALL BE STRIPPED TO THE DEPTH SHOWN
IN THE GEOTECHNICAL REPORT, OR TO A DEPTH OF 6 INCHES, WHICHEVER IS GREATER.
2.TOPSOILSHALL BE PLACED TO A DEPTH OF 4 TO 6 INCHES IN ALL AREAS TO BE SEEDED OR SODDED
PER THE SPECIFICATIONS.
3.EXCESS TOPSOIL MAY BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS AS
AVAILABLE.
4.ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED UNLESS OTHERWISE
SHOWN.
5.FINAL GRADES AT THE PROJECT BOUNDARY SHALL MATCH EXISTING ELEVATIONS UNLESS
OTHERWISE SHOWN.
6.THE CONTRACTOR SHALL PERFORM AN EARTHWORK QUANTITY ANALYSIS PRIOR TO COMMENCING
CONSTRUCTION TO CONFIRM SUCH QUANTITIES WITH THE ENGINEER. ADJUSTMENTS TO PROPOSED
FINISH GRADES BASED UPON THE EARTHWORK QUANTITY ANALYSIS SHALL BE APPROVED BY THE
ENGINEER.
7.THE BW CALL OUT ON THE RETAINING WALL GRADING IS THE GRADE AT THE GROUND.
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
"ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS
FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY."
MATCH EXISTING
FLOW DIRECTION w/ GRADE
TOP OF CURB AND
PAVEMENT SPOT GRADE
GROUND SPOT GRADE
GUTTER GRADE
LINE TYPE / SYMBOL
M.E.
845.50
845.2
GRADING PLAN LEGEND
DESCRIPTION
%1.00
TB800.50800.00
TW
BW
800.50
800.00
TOP AND BOTTOM OF
WALL ELEVATION
FR FLOOD ROUTE
FLOOD GRADE NOTE
The Minimum Flood Protection Grade (MFPG) of all structures fronting a pond or open ditch
shall be no less than 2 feet above any adjacent 100-year local or regional flood elevations,
whichever is greater, for all windows, doors, pipe entrances, window wells, and any other
structure member where floodwaters can enter a building.
The Lowest Adjacent Grade (LAG) is the elevation of the lowest grade adjacent to a
structure, where the soil meets the foundation around the outside of the structure (including
structural members such as basement walkout, patios, decks, porches, support posts or
piers, and rim of the window well.) The Minimum Lowest Adjacent Grade (MLAG) for all
residential, commercial, or industrial buildings (including walkout basements) adjacent to
ponds shall be set a minimum of 2 feet above the 100-year pond elevation or 2 feet above
the emergency overflow weir elevation, whichever is higher.
In addition, the MLAG and MFPG for all residential, commercial, or industrial buildings shall
be set a minimum of 2 feet above the highest noted overflow path/ponding elevation across
the property frontage. The current City policy for this specific standard is as follows: The
MLAG/MFPG shall be set a minimum of 1-foot above the maximum water surface elevation
resulting from the onsite inlets being clogged or inoperable during the 100 year rain event.
This condition has been established as being the governing the MLAG/MFPG elevations for
this site. The MLAG and MFPG for this site are set at 841.81.
FLOOD ROUTE PONDING
AREA AND ELEVATION
841.90
TB838.09837.80
841.98
T
B
837.78
837.49
837.39
836.89
836.39
T
B
835.89
835.60
TB839.58839.08
T
B
839.95
839.45
TB839.31838.81
T
B
839.95
839.45
839.08
840.26
T
B
840.22
839.72
TB840.22839.72
841.81
T
B
840.22
839.72
840.26
841.81
841.81
841.02
T
B
839.58
839.08
TB839.31838.81
T
B
839.92
839.42
TB840.16839.66
839.30
T
B
836.26
835.97
T
B
837.09
836.80TB837.33837.05
TB839.96839.46
T
B
841.94
841.44
T
B
840.55
840.05
TB840.76840.26
T
B
840.55
840.05
839.11
T
B
839.53
839.03
TB840.22839.72
840.26
TB840.16839.66
TB840.16839.66T
B
839.94
839.44
TB839.94839.44
T
B
839.94
839.44
TB839.94839.44
841.81
841.81
841.98
T
B
839.94
839.44
838.85
839.08
T
B
839.94
839.44
TB839.08838.58
T
B
839.35
838.85
839.08
TB839.58839.08
840.39
T
B
839.58
839.08
TB839.08838.58
838.85
T
B
839.31
838.81
T
B
837.95
837.82
T
B
838.18
838.05
TB839.63839.13
TB839.40838.90
TB839.42838.92
839.23
C.O.
C.O.
S
T
ST
ST
ST
ST
ST
ST
ST
ST
ST
TB839.94839.44
839.68
841.81
829.70
TB840.25839.75
C.O.
TB839.65839.15
840.26
TB840.36839.86
TB840.25839.75
C.O.
C.O.
C.O.
C.O.
840.74
C.O.%5.7
%5.7
%5.7
%3.0
%3.0%3.0
%3.0
%
2.
4%
1.
5
%1.17%5.0
%5.0
%1.5
%1.5
%1.0
%1.65
%1.5
%1.5
%1.5
%
5.22
%
5.22
%
1.6
%
4.
2
%
5.
0STST STC.O.
C.O.
TW
BW
830.00
829.50
TWBW 839.50
829.95
TW
BW
841.50
829.98
TW
BW
839.00
838.25 TW
BW
839.25
835.00
TWBW 839.25
830.00
TWBW 839.25
829.40
TW
BW 840.00828.50
TW
BW 840.25829.00
FFE = 839.44
FF
E
=
8
3
9
.
4
4
839.00
838.19
TB838.13838.00
TB837.82837.69
837.88
T
B
838.38
838.38
TB839.13838.63
TB838.69838.19
TB837.94837.94
TB836.30836.17
T
B
836.73
836.60
TB836.85836.72
837.30
837.50
T
B
837.33
837.33
TB838.10837.60
836.00
836.50
TB836.73836.73
T
B
837.05
837.05
TB837.83837.33
837.10
837.20
841.98
841.90
841.98
841.90
841.98
841.90
841.98
840.05
839.25
840.04 840.53
841.88
%
2.
0
%5.0
%
5.
0
841.84
841.81
841.63
840.63
%
15.0
%5.0
T
B
840.37
839.87
%
0.
7
5
%
3.
0
%
1.90
%
3.2
6
%
1.
7
8
840.88
841.00
841.61%
4.72
%
T
B
841.48
840.98
%
3.9
7
25' D
.
E
.
/
A
.
E
.
2
5
'
D
.
E
.
/
A
.
E
10'
10'
10
'
10'
10'
5'
5'
10
'
10
'
10'
10'
25
'
D
.
E
.
/
A
.
E
.
C.O.
829.75
%
1.00
FFE = 842.00
FR
FR
FR
FR
FR
FR
FR
T
B
840.10
839.60
841.98
TB835.89835.60
839.08
T
B
840.22
839.72
841.81
TB840.22839.72
840.26
841.81
841.81
841.02
TB839.58839.08
T
B
839.31
838.81
TB839.92839.42
T
B
840.16
839.66
839.30
TB836.26835.97
TB837.09836.80B
T
B
839.96
839.46
T
B
839.76
839.26
TB840.45839.95 841.75841.84
TB841.94841.44
TB840.55840.05
T
B
840.76
840.26
TB840.55840.05
839.11
840.10
841.81 841.81
TB839.53839.03
C.O.
C.O.
C.O.
S
T
S
T
ST
ST
ST
ST
ST
ST
ST ST ST ST ST
S
T
S
T
C.O.
C.O.C.O.
841.81
841.80
T
B
839.53
839.03
T
B
840.25
839.75
839.46 839.46
T
B
839.96
839.46
840.10
T
B
840.10
839.60
TB839.96839.46
C.O.C.O.
C.O.
C.O.
C.O.
841.81
T
B
840.25
839.75
C.O.
C.O.
C.O.%5.7
%5.7
%1.5
%1.5
%
5.22
%
5.22
%
1.
6
%
4.
2
%
1.
5
%
1.
0
839.00
TB836.30836.17
TB836.73836.60
T
B
836.85
836.72
837.30
837.50
TB837.33837.33
T
B
838.10
837.60
836.00
836.50
T
B
836.73
836.73
TB837.05837.05
TB837.83837.33
837.10
837.20
%
7.
1
%5.0
TB840.37839.87
%
0.
7
5
%
3.
0
%
1.90
%
3.2
6
%
1.
7
8
840.88
841.00
841.61%
4.72
%
4
.
3
%4.4
%1.9
840.76
840.90
841.22
841.53
TB840.86840.36
%
1.86
%3.0
T
B
841.46
840.96
TB841.48840.98
%2.0%3.97
%
3.9
7
%1.86
10
'
25' D
.
E
.
/
A
.
E
.
25
'
D
.
E
.
/
A
.
E
10'
10'
10
'
FR
FR
FR
Job No.
Date:August 12, 2014
Scale:
Sheet:
68
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Title:
PR
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F
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Kn
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Ca
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2013-1726
CA
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SITE BENCHMARK #1:
TBM set at top of R/W marker in the S.E.Quad.of Smokey Row Rd.&Pro-Med Ln.,7'±south of B.O.C.&16.75'±east of fire hydrant.
Elev.=849.48 NAVD '88 Elevation 849.08
SITE BENCHMARK #2:
Bench Tie w/yellow cap set N.side Powerpole #838-1518 at NE cor.of site,south edge of Smokey Row Rd.&25'±NW of a fire
hydrant. Elev.= 846.65 NAVD '88 Elevation 846.25
PROJECT BENCHMARK NGVD29:
U.S.G.S.DATUM BENCHMARK INFORMATION:A bronze disk on a concrete post projecting 1.5 feet out of the ground along US-31,
3.7 miles north of I-465,0.7 mile west of Meridian Street,100 feet west of centerline of SBL of US-31 and 2 feet east of R/W fence.B.M.
ELEVATION = 879.76 NAVD '88 Elevation 879.36
FI
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C
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I
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FO
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P
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F
ESSIONA L E N G INEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G ISTER
E
D
FLOOD ZONE STATEMENT
THIS SITE LIES ENTIRELY WITHIN A FLOOD HAZARD ZONE X PER FIRM MAP FOR
CITY OF INDIANAPOLIS COMMUNITY PANEL #18097C0068E DATED JAN. 5, 2001
C103C
1" = 20'
DETAILED
GRADING AND
DRAINAGE PLAN
GRADING NOTES
1.TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN THE LIMITSOF PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL SHALL BE STRIPPED TO THE DEPTH SHOWN
IN THE GEOTECHNICAL REPORT, OR TO A DEPTH OF 6 INCHES, WHICHEVER IS GREATER.
2.TOPSOILSHALL BE PLACED TO A DEPTH OF 4 TO 6 INCHES IN ALL AREAS TO BE SEEDED OR SODDEDPER THE SPECIFICATIONS.
3.EXCESS TOPSOIL MAY BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS ASAVAILABLE.
4.ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED UNLESS OTHERWISESHOWN.
5.FINAL GRADES AT THE PROJECT BOUNDARY SHALL MATCH EXISTING ELEVATIONS UNLESSOTHERWISE SHOWN.
6.THE CONTRACTOR SHALL PERFORM AN EARTHWORK QUANTITY ANALYSIS PRIOR TO COMMENCINGCONSTRUCTION TO CONFIRM SUCH QUANTITIES WITH THE ENGINEER. ADJUSTMENTS TO PROPOSED
FINISH GRADES BASED UPON THE EARTHWORK QUANTITY ANALYSIS SHALL BE APPROVED BY THEENGINEER.
7.THE BW CALL OUT ON THE RETAINING WALL GRADING IS THE GRADE AT THE GROUND.
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
"ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS
FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY."
MAIN ENTRANCE PLAN VIEW
MATCH EXISTING
FLOW DIRECTION w/ GRADE
TOP OF CURB AND
PAVEMENT SPOT GRADE
GROUND SPOT GRADE
GUTTER GRADE
LINE TYPE / SYMBOL
M.E.
845.50
845.2
GRADING PLAN LEGEND
DESCRIPTION
%1.00
TB800.50800.00
TWBW 800.50
800.00
TOP AND BOTTOM OF
WALL ELEVATION
FR FLOOD ROUTE
FLOOD GRADE NOTE
The Minimum Flood Protection Grade (MFPG) of all structures fronting a pond or open ditch
shall be no less than 2 feet above any adjacent 100-year local or regional flood elevations,
whichever is greater, for all windows, doors, pipe entrances, window wells, and any other
structure member where floodwaters can enter a building.
The Lowest Adjacent Grade (LAG) is the elevation of the lowest grade adjacent to a
structure, where the soil meets the foundation around the outside of the structure (including
structural members such as basement walkout, patios, decks, porches, support posts or
piers, and rim of the window well.) The Minimum Lowest Adjacent Grade (MLAG) for all
residential, commercial, or industrial buildings (including walkout basements) adjacent to
ponds shall be set a minimum of 2 feet above the 100-year pond elevation or 2 feet above
the emergency overflow weir elevation, whichever is higher.
In addition, the MLAG and MFPG for all residential, commercial, or industrial buildings shall
be set a minimum of 2 feet above the highest noted overflow path/ponding elevation across
the property frontage. The current City policy for this specific standard is as follows: The
MLAG/MFPG shall be set a minimum of 1-foot above the maximum water surface elevation
resulting from the onsite inlets being clogged or inoperable during the 100 year rain event.
This condition has been established as being the governing the MLAG/MFPG elevations for
this site. The MLAG and MFPG for this site are set at 841.81.
FLOOD ROUTE PONDING
AREA AND ELEVATION
BA
C
FFE MAIN FLOOR=842.00
FFE BASEMENT=830.00
C.O.
C.O.
PROPOSED FOUR STORY
BUILDING W/ PARTIAL
BASEMENT
G
C.O.
C.O.
C.O.
ST
ST
ST
ST
ST
ST ST
S
T
C.O.
C.O.C.O.ST ST
ST
ST
C.O.
C.O.
C.O.C.O.C.O.
ST
ST
C.O.
C.O.
ST
ST
C.O.
C.O.
C.O.
C.O.
ST
ST
ST
ST
C.O.
C.O.C.O.
C.O.
C.O.
C.O.
C.O.C.O.C.O.
C.O.
C.O.
C.O.
C.O.
C.O.
C.O.
ST
ST
C.O.
T
T
E
E
E
E
E
E
E
E
E
G
G
G
G
G
G
G
G
G
G
G
C
C
C
C
C
C
C
C
C
FO
FO
FO
FO
FO
FO
FO
FO
C.O.C.O.
C.O.
C.O.
C.O.
C.O.
C.O.
C.O.
STC.O.
C.O.
E
C.O.
ST
FFE = 839.64
FFE = 839.64
FFE = 839.64
FFE = 839.64
FFE = 839.44
FF
E
=
8
3
9
.
4
4
S
206 LF
O
F
4
"
P
E
R
F
.
S
S
D
@
0
.
5
0
%
.
C.O.
C.O.
C.O.
10
'
5'
10
'
5'5'
5'5'
5'
5'
5'
5'
5'
5'
5'
5'
53'
25' D
.
E
.
/
A
.
E
.
25
'
D
.
E
.
/
A
.
E
10'
10'
10
'
10'
10'
30' D.E./A.E.
14.3'
10'
5'
5'
10
'
10
'
10'
10'
25
'
D
.
E
.
/
A
.
E
.
C.O.
C.O.
C.O.
W
E
E
FFE = 842.00
Runoff Direction
D.S.D.S.D.S.D.S.D.S.D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.D.S.
D.S.
D.S.
D.S.
D.S.
50
'
-
1
/
2
R
/
W
Job No.
Date:August 12, 2014
Scale:
Sheet:
68
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:
Title:
PR
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:
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2013-1726
CA
R
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SITE BENCHMARK #1:
TBM set at top of R/W marker in the S.E.Quad.of Smokey Row Rd.&Pro-Med Ln.,7'±south of B.O.C.&16.75'±east of fire hydrant.
Elev.=849.48 NAVD '88 Elevation 849.08
SITE BENCHMARK #2:
Bench Tie w/yellow cap set N.side Powerpole #838-1518 at NE cor.of site,south edge of Smokey Row Rd.&25'±NW of a fire
hydrant. Elev.= 846.65 NAVD '88 Elevation 846.25
PROJECT BENCHMARK NGVD29:
U.S.G.S.DATUM BENCHMARK INFORMATION:A bronze disk on a concrete post projecting 1.5 feet out of the ground along US-31,
3.7 miles north of I-465,0.7 mile west of Meridian Street,100 feet west of centerline of SBL of US-31 and 2 feet east of R/W fence.B.M.
ELEVATION = 879.76 NAVD '88 Elevation 879.36
FI
N
A
L
C
O
N
S
T
R
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O
F
ESSIONA L E N GINEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G ISTER
E
D
C104
1" = 40'
OVERALL
UTILITY PLAN
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
"ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS
FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY."
UTILITY NOTES
1.CONTRACTOR TO INSTALL ALL WATER FEATURES PER THE CITY OF CARMEL WATER
SPECIFICATIONS.ALL FIRE HYDRANTS,POST INDICATOR VALVES (PIV),FIRE DEPARTMENT
CONNECTIONS (FDC)AND OTHER WATER ITEMS ABOVE GROUND ARE TO BE PAINTED RED.SEE
CITY OF CARMEL SPECIFICATIONS FOR EXACT COLOR.
2.REFER TO MECHANICAL,ELECTRICAL AND PLUMBING PLANS FOR CONTINUATION OF UTILITIES
WITHIN 5 FEET OF STRUCTURES.
3.PRESSURE UTILITY MAINS AND SERVICE LINES MAY NEED TO BE INSTALLED AT A DEPTH GREATER
THAN THAT SPECIFIED OR SHOWN ON THE DRAWINGS TO CLEAR EXISTING AND PROPOSED
CROSSING UTILITIES.IN SUCH CASES,THE CONTRACTOR SHALL INSTALL VERTICAL BENDS AS
REQUIRED TO ACHIEVE APPROPRIATE CLEARANCE BETWEEN THE CROSSING UTILITIES.
4.A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BETWEEN WATER LINES AND SEWERS SHALL BE
MAINTAINED AT ALL TIMES.A MINIMUM VERTICAL SEPARATION OF 18 INCHES BETWEEN WATER
LINES AND SEWERS SHALL BE MAINTAINED AT CROSSINGS.IN THE EVENT THAT MINIMUM
SEPARATION REQUIREMENTS CANNOT BE MET,THE CONTRACTOR SHALL UTILIZE PRESSURE-TYPE
WATER PIPE FOR THE SEWER PER DETAIL SA-9.
5.WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 54 INCHES OF COVER AS MEASURED FROM
THE TOP OF THE PIPE TO THE FINAL FINISH GRADE ABOVE THE PIPE.
6.THRUST BLOCKS OR JOINT RESTRAINTS SHALL BE INSTALLED ON ALL WATER LINES AT ALL BENDS,
TEES AND HYDRANTS PER THE DETAILS.
7.PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES ROUNDED TO
THE NEAREST FOOT.
8.PIPE LENGTHS SHOWN FOR STORM SEWERS ARE MEASURED TO THE DOWNSTREAM END OF END
SECTIONS.
9.WHERE GRADE MODIFICATIONS (CUT OR FILL)ARE SHOWN ADJACENT TO EXISTING VALVE BOX
COVERS AND MANHOLE CASTINGS,THE VALVE BOX COVERS AND MANHOLE CASTINGS SHALL BE
ADJUSTED FLUSH WITH THE PROPOSED GRADE.
10.ADJUSTMENTS OF EXISTING MANHOLE CASTINGS TO GRADE TO A MAXIMUM OF 12 INCHES SHALL
BE MADE USING PRECAST CONCRETE ADJUSTING RINGS PROVIDED THE TOTAL HEIGHT OF
EXISTING AND NEW ADJUSTING RINGS DOES NOT EXCEED 12 INCHES.
11.ADJUSTMENTS OF CASTINGS WHERE THE TOTAL HEIGHT OF ADJUSTING RINGS WOULD EXCEED 12
INCHES SHALL BE MADE BY REPLACING THE CONE AND/OR BARREL SECTION OF THE STRUCTURE.
12.PAVEMENTS,WALKS,CURBS AND OTHER SURFACE IMPROVEMENTS REQUIRING REMOVAL FOR
INSTALLATION OF UNDERGROUND UTILITIES SHALL BE RESTORED TO THEIR PRESENT CONDITION
UNLESS OTHERWISE SHOWN.
13.MANHOLE CASTINGS LOCATED WITHIN ASPHALT PAVEMENT AREAS SHALL INCLUDE A CONCRETE
PAVED COLLAR EXTENDING A MINIMUM OF 12 INCHES IN ALL DIRECTIONS FROM THE EDGE OF THE
CASTING PER THE DETAILS.
14.THE CONTRACTOR SHALL MAINTAIN ALL FLOWS AND UTILITY CONNECTIONS TO EXISTING
BUILDINGS,ETC.WITHOUT INTERRUPTION UNLESS/UNTIL AUTHORIZED TO DISCONNECT BY THE
OWNER,UTILITY COMPANIES,AND GOVERNING AUTHORITIES.THE CONTRACTOR SHALL INSTALL
AS NECESSARY,TEMPORARY SITE LIGHTING,GAS,SANITARY,WATER,STORM,ELECTRIC,
TELEPHONE, AND CABLE SERVICES TO SERVICE BUILDING(S) TO REMAIN OPEN.
15.CONTRACTOR TO PROVIDE SLEEVES UNDER FOOTINGS OR THROUGH FOUNDATIONS FOR UTILITY
CONNECTIONS.
16.CONTRACTOR SHALL PROVIDE ALL BENDS,FITTINGS,ADAPTERS,ETC.AS REQUIRED FOR PIPE
CONNECTIONS TO BUILDING/CANOPY STUB OUTS.INCLUDING ROOF/FOOTING DRAIN
CONNECTIONS TO ROOF LEADERS AND TO STORM DRAINAGE SYSTEM.
17.CAP STUBS AND PROVIDE FIELD MARKERS.
18.CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR SITE LIGHTING PER SITE LIGHTING PLAN (BY
OTHERS).
19.CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR IRRIGATION PER IRRIGATION PLAN (BY
OTHERS).
20. CONTRACTOR TO INSTALL RCP STORM PIPE LOCATED IN THE RIGHT-OF-WAY PER STANDARD
DRAWING DETAIL 10-28, SHEET C803.
21. CONTRACTOR TO MAINTAIN A 20' WIDE STRIP OF BINDER CONNECTING MAIN ENTRANCE TO SOUTH
ENTRANCE FOR CARMEL FIRE DEPARTMENT. BINDER NEEDS INSTALLED BEFORE ANY VERTICAL
CONSTRUCTION COMMENCES.
22. CONTRACTOR TO INSTALL MUFFIN MONSTER LOCATED AT STRUCTURE 400 PER DETAILS AND
SPECIFICATIONS, SEE SHEETS C819-C820.
Lat LATERAL
PEDESTAL
BURIED TELEPHONE
COMMUNICATION/DATA
MANHOLE
METER
AREA LIGHTING
PARKING LOT LIGHTING
POWER POLE
TRANSFORMER
BURIED ELECTRIC LINE
ELECTRIC
GAS VALVE
GAS METER
GAS LINE - SIZE AS SHOWN
GAS
FIRE DEPT. CONNECTION
POST INDICATOR VALVE (PIV)
BLOW OFF ASSEMBLY
AIR RELIEF VALVE
FIRE HYDRANT
METER
VALVES
FITTINGS
BENDS
FIRE LINE - SIZE AS SHOWN
WATERLINE - SIZE AS SHOWN
WATERLINE
CLEANOUT
SWALE / FLOW LINE
ROOF DRAIN / DOWNSPOUT
MANHOLE
END SECTION
INLETS
SUB-SURFACE-DRAIN - SIZE AS SHOWN
PIPE WITH SIZE AS SHOWN
INVERT ELEVATION
RIM ELEVATION
STRUCTURE NUMBER
STORM SEWERS
CLEAN OUT
LATERAL SIZE AS SHOWN
MANHOLE
FORCE MAIN
PIPE WITH SIZE AS SHOWN
INVERT ELEVATION
RIM ELEVATION
STRUCTURE NUMBER
SANITARY SEWERS
UTLITY DESCRIPTION LINE TYPE/SYMBOL
UTILITY IMPROVEMENTS
G
C.O.
C.O.
821.50IE
825.50RIM
>ooo >ooo
LEGEND OF PROPOSED
W
S
D
T
E
M
T
D.S.
P
825.50RIM
400
IE 821.50
300
GENERATOR G
CABLE
G
W
E
FIBER OPTIC
EXISTING PUBLIC
FIRE HYDRANT
EXISTING PUBLIC
FIRE HYDRANT
FFE MAIN FLOOR=842.00
FFE BASEMENT=830.00
PROPOSED FOUR
STORY BUILDING W/
PARTIAL BASEMENT
ST ST ST ST STC.O.
ST ST ST ST
IE:838.57
12" PVC ROOF DRAIN
DOWNSPOUT CONNECTION
@ 0.52%.
8" PVC ROOF DRAIN
DOWNSPOUT CONNECTION
@ 1.00%.
ST
ST
ST
ST
ST
ST
C.O.
C.O.IE:839.00
IE:837.40
STC.O.ST C.O.IE:838.50IE:838.50
C.O.
ST
ST
ST
ST
ST
ST
C.O.
ST
C.O.
IE:838.50
IE:838.50
IE:838.50
6" PVC ROOF DRAIN
DOWNSPOUT CONNECTION
@ 1.00%.
4" PVC PERFORATE PIPE
4" PERF. SSD @ 0.25%
C.O.
90
L
F
O
F
8
"
S
D
R
3
5
P
V
C
@
2
.
0
0
%
M
I
N
.
66 LF OF 6" SDR 35 PVC @ 1.04% MIN.
IE:836.84
C.O.C.O.C.O.
C.O.
C.O.
C.O.
ST ST
ST ST
C.O.
308
RIM 839.64
Inv. 832.93 (N)
Inv. 833.24 (E)
Inv. 832.83 (S)
309
RIM 840.67
Inv. 833.26 (N)
Inv. 833.14 (S)
310
RIM 839.96
Inv. 833.55 (N)
Inv. 835.46 (E)
320
RIM 839.25
Inv. 835.25 (NE)
311
RIM 839.25
Inv. 833.89 (E)
Inv. 835.06 (SW)
Inv. 833.79 (S)
312
RIM 839.48
Inv. 834.28 (E)
Inv. 834.28 (S)
Inv. 834.18 (W)
314
RIM 840.00
Inv. 835.41 (S)
Inv. 835.31 (W)
315
RIM 840.00
Inv. 835.90 (S)
Inv. 835.80 (N)
316
RIM 840.00
Inv. 836.24 (N)
317
RIM 840.00
Inv. 835.55 (N)
318
RIM 840.00
Inv. 835.21 (S)
Inv. 835.11 (N)
319
RIM 840.00
Inv. 834.72 (S)
Inv. 834.41 (N)
6" STORM DRAIN
SEE MEP PLANS
FOR CONTINUATION
IE:839.00
6" STORM DRAIN
SEE MEP PLANS
FOR CONTINUATION
IE:839.00
6" STORM DRAIN
SEE MEP PLANS
FOR CONTINUATION
IE:838.50
6" STORM DRAIN
SEE MEP PLANS
FOR CONTINUATION
IE:839.00 IE:839.00
6" PVC ROOF DRAIN
DOWNSPOUT CONNECTION
@ 1.00%.
6" PVC ROOF DRAIN
DOWNSPOUT CONNECTION
@ 1.00%.
6" PVC ROOF DRAIN
DOWNSPOUT CONNECTION
@ 1.00%.
10" PVC ROOF DRAIN
DOWNSPOUT CONNECTION
@ 1.00%.
307
RIM 839.26
Inv. 832.67 (N)
Inv. 834.84 (W)
Inv. 832.56 (E)
306
RIM 839.08
Inv. 832.23 (W)
Inv. 832.13 (E)
326
RIM 839.50
Inv. 832.04 (W)
Inv. 831.98 (S)
96 LF OF 24" HD
P
E
@
0
.
3
0
%
47 LF OF 12" HDPE @ 0.40%
84 LF OF 6" SSD @ 0.70%
49
L
F
O
F
6
"
S
S
D
@
0
.
7
0
%
4
9
L
F
O
F
6
"
S
S
D
@
0
.
7
0
%
55
L
F
O
F
6
"
S
S
D
@
0
.
7
0
%
4
2
L
F
O
F
1
2
"
H
D
P
E
@
0
.
3
0
%
80
L
F
O
F
2
4
"
H
D
P
E
@
0
.
3
0
%
65
L
F
O
F
2
4
"
P
E
R
F
.
H
D
P
E
@
0
.
3
0
%
55
L
F
O
F
3
0
"
H
D
P
E
@
0
.
3
0
%
108 LF OF 30" PERF. HDPE @ 0.30%31 LF OF 30" HDPE @ 0.3
0
%
72
L
F
O
F
2
4
"
P
E
R
F
.
H
D
P
E
@
0
.
3
0
%
FFE = 839.64
FFE = 839.64
FFE = 839.64
FFE = 839.64
ADJUST RIM ELEV TO 839.50
ADJUST RIM
ELEV TO 839.00
3
8
L
F
O
F
6
"
S
D
R
3
5
P
V
C
@
1
.
0
4
%
M
I
N
.
27 LF OF 8" SDR 35
PVC @ 1.04% MIN.S 400
RIM = 839.00
INV. 836.44 (S)
INV. 836.20 (NE)
INV. 835.40 (W)IE:835.12
206 LF
O
F
4
"
P
E
R
F
.
S
S
D
@
0
.
5
0
%
.
M.E.
C.O.
10
'
5'
10
'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
53'
25' D
.
E
.
/
A
.
E
.
25
'
D
.
E
.
/
A
.
E
IE:838.00
C.O.
C.O.
ST
12 LF OF 12" HDPE @ 0.50%
305
RIM 840.33
Inv. 835.33 (E)
Inv. 835.31 (N)
Inv. 833.30 (W)
32
L
F
O
F
3
0
"
H
D
P
E
@
0
.
8
5
%
328
RIM 839.61
Inv. 835.03 (E)48 LF OF 12" PERF. HDPE @ 0.40%
331
RIM 840.57
Inv. 836.25 (W)
330
RIM 840.67
Inv. 836.69 (S)
329
RIM 840.69
Inv. 836.27 (W)
8
6
L
F
O
F
2
4
"
R
C
P
@
0
.
4
5
%
EX.B
RIM 839.00
Inv. 831.71 (N)
Inv. 831.61 (SE)
E
E
E
SEE DETAIL DW-1
ON SHEET C806
REPLACE CASTING
WITH NEENAH R-1772-A
CONTECH BIOFILTER WATER
QUALITY STRUCTURE
(SEE DETAIL BF-1, SHEET
C807)
CONTECH BIOFILTER WATER
QUALITY STRUCTURE
(SEE DETAIL BF-1, SHEET
C807)
D.S.D.S.D.S.D.S.D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
THIS 24" CMP PIPE WILL BE
BURIED AND ABANDONED IN PLACE
DURING U.S. 31 INDOT PROJECT
ELECTRICAL LINE FOR
CONTROLLER AND MUFFIN
MONSTER
(WITH MUFFIN MONSTER
AND CONTROLLER)
Job No.
Date:August 12, 2014
Scale:
Sheet:
68
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Title:
PR
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Kn
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2013-1726
CA
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SITE BENCHMARK #1:
TBM set at top of R/W marker in the S.E.Quad.of Smokey Row Rd.&Pro-Med Ln.,7'±south of B.O.C.&16.75'±east of fire hydrant.
Elev.=849.48 NAVD '88 Elevation 849.08
SITE BENCHMARK #2:
Bench Tie w/yellow cap set N.side Powerpole #838-1518 at NE cor.of site,south edge of Smokey Row Rd.&25'±NW of a fire
hydrant. Elev.= 846.65 NAVD '88 Elevation 846.25
PROJECT BENCHMARK NGVD29:
U.S.G.S.DATUM BENCHMARK INFORMATION:A bronze disk on a concrete post projecting 1.5 feet out of the ground along US-31,
3.7 miles north of I-465,0.7 mile west of Meridian Street,100 feet west of centerline of SBL of US-31 and 2 feet east of R/W fence.B.M.
ELEVATION = 879.76 NAVD '88 Elevation 879.36
FI
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ESSIONA L E N GINEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G ISTER
E
D
C104A
1" = 20'
DETAILED
UTILITY PLAN
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
"ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS
FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY."
UTILITY NOTES
1.CONTRACTOR TO INSTALL ALL WATER FEATURES PER THE CITY OF CARMEL WATER
SPECIFICATIONS.ALL FIRE HYDRANTS,POST INDICATOR VALVES (PIV),FIRE DEPARTMENT
CONNECTIONS (FDC)AND OTHER WATER ITEMS ABOVE GROUND ARE TO BE PAINTED RED.SEE
CITY OF CARMEL SPECIFICATIONS FOR EXACT COLOR.
2.REFER TO MECHANICAL,ELECTRICAL AND PLUMBING PLANS FOR CONTINUATION OF UTILITIES
WITHIN 5 FEET OF STRUCTURES.
3.PRESSURE UTILITY MAINS AND SERVICE LINES MAY NEED TO BE INSTALLED AT A DEPTH GREATER
THAN THAT SPECIFIED OR SHOWN ON THE DRAWINGS TO CLEAR EXISTING AND PROPOSED
CROSSING UTILITIES.IN SUCH CASES,THE CONTRACTOR SHALL INSTALL VERTICAL BENDS AS
REQUIRED TO ACHIEVE APPROPRIATE CLEARANCE BETWEEN THE CROSSING UTILITIES.
4.A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BETWEEN WATER LINES AND SEWERS SHALL BE
MAINTAINED AT ALL TIMES.A MINIMUM VERTICAL SEPARATION OF 18 INCHES BETWEEN WATER
LINES AND SEWERS SHALL BE MAINTAINED AT CROSSINGS.IN THE EVENT THAT MINIMUM
SEPARATION REQUIREMENTS CANNOT BE MET,THE CONTRACTOR SHALL UTILIZE PRESSURE-TYPE
WATER PIPE FOR THE SEWER PER DETAIL SA-9.
5.WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 54 INCHES OF COVER AS MEASURED FROM
THE TOP OF THE PIPE TO THE FINAL FINISH GRADE ABOVE THE PIPE.
6.THRUST BLOCKS OR JOINT RESTRAINTS SHALL BE INSTALLED ON ALL WATER LINES AT ALL BENDS,
TEES AND HYDRANTS PER THE DETAILS.
7.PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES ROUNDED TO
THE NEAREST FOOT.
8.PIPE LENGTHS SHOWN FOR STORM SEWERS ARE MEASURED TO THE DOWNSTREAM END OF END
SECTIONS.
9.WHERE GRADE MODIFICATIONS (CUT OR FILL)ARE SHOWN ADJACENT TO EXISTING VALVE BOX
COVERS AND MANHOLE CASTINGS,THE VALVE BOX COVERS AND MANHOLE CASTINGS SHALL BE
ADJUSTED FLUSH WITH THE PROPOSED GRADE.
10.ADJUSTMENTS OF EXISTING MANHOLE CASTINGS TO GRADE TO A MAXIMUM OF 12 INCHES SHALL
BE MADE USING PRECAST CONCRETE ADJUSTING RINGS PROVIDED THE TOTAL HEIGHT OF
EXISTING AND NEW ADJUSTING RINGS DOES NOT EXCEED 12 INCHES.
11.ADJUSTMENTS OF CASTINGS WHERE THE TOTAL HEIGHT OF ADJUSTING RINGS WOULD EXCEED 12
INCHES SHALL BE MADE BY REPLACING THE CONE AND/OR BARREL SECTION OF THE STRUCTURE.
12.PAVEMENTS,WALKS,CURBS AND OTHER SURFACE IMPROVEMENTS REQUIRING REMOVAL FOR
INSTALLATION OF UNDERGROUND UTILITIES SHALL BE RESTORED TO THEIR PRESENT CONDITION
UNLESS OTHERWISE SHOWN.
13.MANHOLE CASTINGS LOCATED WITHIN ASPHALT PAVEMENT AREAS SHALL INCLUDE A CONCRETE
PAVED COLLAR EXTENDING A MINIMUM OF 12 INCHES IN ALL DIRECTIONS FROM THE EDGE OF THE
CASTING PER THE DETAILS.
14.THE CONTRACTOR SHALL MAINTAIN ALL FLOWS AND UTILITY CONNECTIONS TO EXISTING
BUILDINGS,ETC.WITHOUT INTERRUPTION UNLESS/UNTIL AUTHORIZED TO DISCONNECT BY THE
OWNER,UTILITY COMPANIES,AND GOVERNING AUTHORITIES.THE CONTRACTOR SHALL INSTALL
AS NECESSARY,TEMPORARY SITE LIGHTING,GAS,SANITARY,WATER,STORM,ELECTRIC,
TELEPHONE, AND CABLE SERVICES TO SERVICE BUILDING(S) TO REMAIN OPEN.
15.CONTRACTOR TO PROVIDE SLEEVES UNDER FOOTINGS OR THROUGH FOUNDATIONS FOR UTILITY
CONNECTIONS.
16.CONTRACTOR SHALL PROVIDE ALL BENDS,FITTINGS,ADAPTERS,ETC.AS REQUIRED FOR PIPE
CONNECTIONS TO BUILDING/CANOPY STUB OUTS.INCLUDING ROOF/FOOTING DRAIN
CONNECTIONS TO ROOF LEADERS AND TO STORM DRAINAGE SYSTEM.
17.CAP STUBS AND PROVIDE FIELD MARKERS.
18.CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR SITE LIGHTING PER SITE LIGHTING PLAN (BY
OTHERS).
19.CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR IRRIGATION PER IRRIGATION PLAN (BY
OTHERS).
20. CONTRACTOR TO INSTALL RCP STORM PIPE LOCATED IN THE RIGHT-OF-WAY PER STANDARD
DRAWING DETAIL 10-28, SHEET C803.
21. CONTRACTOR TO MAINTAIN A 20' WIDE STRIP OF BINDER CONNECTING MAIN ENTRANCE TO SOUTH
ENTRANCE FOR CARMEL FIRE DEPARTMENT. BINDER NEEDS INSTALLED BEFORE ANY VERTICAL
CONSTRUCTION COMMENCES.
22. CONTRACTOR TO INSTALL MUFFIN MONSTER LOCATED AT STRUCTURE 400 PER DETAILS AND
SPECIFICATIONS, SEE SHEETS C819-C820.
Lat LATERAL
PEDESTAL
BURIED TELEPHONE
COMMUNICATION/DATA
MANHOLE
METER
AREA LIGHTING
PARKING LOT LIGHTING
POWER POLE
TRANSFORMER
BURIED ELECTRIC LINE
ELECTRIC
GAS VALVE
GAS METER
GAS LINE - SIZE AS SHOWN
GAS
FIRE DEPT. CONNECTION
POST INDICATOR VALVE (PIV)
BLOW OFF ASSEMBLY
AIR RELIEF VALVE
FIRE HYDRANT
METER
VALVES
FITTINGS
BENDS
FIRE LINE - SIZE AS SHOWN
WATERLINE - SIZE AS SHOWN
WATERLINE
CLEANOUT
SWALE / FLOW LINE
ROOF DRAIN / DOWNSPOUT
MANHOLE
END SECTION
INLETS
SUB-SURFACE-DRAIN - SIZE AS SHOWN
PIPE WITH SIZE AS SHOWN
INVERT ELEVATION
RIM ELEVATION
STRUCTURE NUMBER
STORM SEWERS
CLEAN OUT
LATERAL SIZE AS SHOWN
MANHOLE
FORCE MAIN
PIPE WITH SIZE AS SHOWN
INVERT ELEVATION
RIM ELEVATION
STRUCTURE NUMBER
SANITARY SEWERS
UTLITY DESCRIPTION LINE TYPE/SYMBOL
UTILITY IMPROVEMENTS
G
C.O.
C.O.
821.50IE
825.50RIM
>ooo >ooo
LEGEND OF PROPOSED
W
S
D
T
E
M
T
D.S.
P
825.50RIM
400
IE 821.50
300
GENERATOR G
CABLE
G
W
E
FIBER OPTIC
GAS METER
CONTRACTOR SHALL PROVIDE
TRANSFORMER
PAD(S), COORDINATE WITH IPL FOR FINAL
LOCATION AND INSTALLATION OF NEW
SERVICES.
ELECTRIC METER BANK ON WALL
(SEE MEP PLANS FOR EXACT LOCATION)
CONNECT TO
EX. UTILITIES
CONNECT TO
EX. WATER LINE
WITH 20"x20"x8" TEE
WITH GATE VALVE
(WET TAP)
8" FIRE PROTECTION LINE
6" DOMESTIC WATER SERVICE
GATE VALVE
8" DUCTILE IRON WATER LINE
GREASE TRAP
6" SANITARY LINE
(SEE MEP PLANS FOR CONTINUATION)
4" SANITARY LINE
(SEE MEP PLANS FOR CONTINUATION)
FFE MAIN FLOOR=842.00
FFE BASEMENT=830.00
C.O.
C.O.
PROPOSED FOUR
STORY BUILDING W/
PARTIAL BASEMENT
G
NOTE: METER AND RPZ BACKFLOW
PREVENTER LOCATED INSIDE BUILDING
(SEE MEP PLANS FOR CONTINUATION)
C.O.
S
T
S
T
ST ST ST ST ST
ST
S
T
C.O.
C.O.C.O.ST
IE:839.34
IE:839.08
IE:838.57
12" PVC ROOF DRAIN
DOWNSPOUT CONNECTION
@ 0.52%.
DOWNSPOUT CONNECTION
STC.O.ST C.O.IE:838.50IE:838.50
C.O.
ST
ST
ST
ST
ST
ST
C.O.
ST
C.O.
ST
ST
ST
ST
ST
C.O.
C.O.
IE:838.50
IE:838.50
IE:838.50
IE:838.50
IE:838.50
ST
C.O.IE:838.20
6" PVC ROOF DRAIN
DOWNSPOUT CONNECTION
@ 1.00%.
6" PVC ROOF DRAIN
DOWNSPOUT CONNECTION
@ 1.00%.
C.O.
4" PVC PERFORATE PIPE
ST
ST
ST
ST
ST
ST
ST
ST
ST
90
L
F
O
F
8
"
S
D
R
3
5
P
V
C
@
2
.
0
0
%
M
I
N
.
CLEANOUT
CAP ELEV = 840.50
IE. = 838.00
(SEE MEP PLANS FOR CONTINUATION)
C.O.
C.O.
C.O.
C.O.C.O.
C.O.
C.O.
C.O.
C.O.
T
T
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
C.O.C.O.
312
RIM 839.48
Inv. 834.28 (E)
Inv. 834.28 (S)
Inv. 834.18 (W)
314
RIM 840.00
Inv. 835.41 (S)
Inv. 835.31 (W)
315
RIM 840.00
Inv. 835.90 (S)
Inv. 835.80 (N)
316
RIM 840.00
Inv. 836.24 (N)
317
RIM 840.00
Inv. 835.55 (N)
318
RIM 840.00
Inv. 835.21 (S)
Inv. 835.11 (N)
319
RIM 840.00
Inv. 834.72 (S)
Inv. 834.41 (N)
322
RIM 846.83
Inv. 844.04 (N)
Inv. 842.41 (E)
324
RIM 842.27
Inv. 835.55 (S)
Inv. 836.80 (N)
Inv. 835.45 (W)
323
RIM 844.00
Inv. 839.76 (W)
Inv. 837.22 (S)
6" STORM DRAIN
SEE MEP PLANS
FOR CONTINUATION
IE:839.00 IE:839.00
6" STORM DRAIN
SEE MEP PLANS
FOR CONTINUATION
IE:839.50
6" STORM DRAIN
SEE MEP PLANS
FOR CONTINUATION
IE:839.50
6" STORM DRAIN
SEE MEP PLANS
FOR CONTINUATION
IE:839.20
6" STORM LINE FOR
DUPLEX SUMP PUMP.
SEE MEP PLANS
FOR CONTINUATION
IE:839.20
IE:838.50
6" STORM DRAIN
SEE MEP PLANS
FOR CONTINUATION
IE:838.50
6" STORM DRAIN
SEE MEP PLANS
FOR CONTINUATION
IE:838.50
6" PVC ROOF DRAIN
DOWNSPOUT CONNECTION
@ 1.00%.
6" PVC ROOF DRAIN
DOWNSPOUT CONNECTION
@ 1.00%.
6" PVC ROOF DRAIN
DOWNSPOUT CONNECTION
IE:838.00
8" PVC ROOF DRAIN
DOWNSPOUT CONNECTION
@ 1.00%.
IE:838.50
C.O.
10" PVC ROOF DRAIN
DOWNSPOUT CONNECTION
@ 1.00%.
306
RIM 839.08
Inv. 832.23 (W)
Inv. 832.13 (E)
326
RIM 839.50
Inv. 832.04 (W)
Inv. 831.98 (S)
E
325
RIM 837.35
Inv. 836.25 (N)
IE:837.00
96 LF OF 24" H
D
P
E
@
0
.
3
0
%
84 LF OF 6" SSD @ 0.70%
55
L
F
O
F
6
"
S
S
D
@
0
.
7
0
%
49
L
F
O
F
6
"
S
S
D
@
0
.
7
0
%
4
9
L
F
O
F
6
"
S
S
D
@
0
.
7
0
%
55
L
F
O
F
6
"
S
S
D
@
0
.
7
0
%
4
2
L
F
O
F
1
2
"
H
D
P
E
@
0
.
3
0
%
108 LF OF 30" PERF. HDPE @ 0.30%31 LF OF 30" HDPE @ 0
.
3
0
%
16 LF OF 15" RCP @ 1.97%
135 LF OF 15" RC
P
@
1
.
9
7
%
C.O.
IE:838.50
ST
ST
6" PVC ROOF DRAIN
DOWNSPOUT CONNECTION
@ 1.00%.
6" STORM DRAIN
SEE MEP PLANS
FOR CONTINUATION
27 LF OF 8" SDR 35 400
STC.O.
ST
C.O.
C.O.
10
'
25' D
.
E
.
/
A
.
E
.
30' D.E./A.E.
14.3'
10'
IE:838.50IE:838.00
43
L
F
O
F
1
5
"
H
D
P
E
@
1
.
0
0
%
W
32
L
F
O
F
3
0
"
H
D
P
E
@
0
.
8
5
%
234 LF OF 18" HDPE @ 0.50%
14
0
L
F
O
F
1
2
"
P
E
R
F
.
H
D
P
E
@
0
.
5
0
%
SEE DETAIL HD-1 ON SHEET C806
E
E
E
E
E
CAP END OF PIPECONTRACTOR TO COORDINATE
WITH CITIZENS ENERGY GROUP
(CEG) FOR LOCATION AND
INSTALLATION OF GAS AND
WATER SERVICES.
CONTRACTOR TO COORDINATE
WITH THE COMMUNICATIONS
PROVIDER FOR LOCATION AND
INSTALLATION OF NEW SERVICES.
EMERGENCY GENERATOR.
(SEE MEP PLANS FOR FINAL LOCATION
AND SPECIFICATIONS)
EMERGENCY GENERATOR
POWER FEED. (SEE MEP PLANS)
FIRE KNOX BOX W/AUDIBLE ALARM AT FRONT DOOR
(SEE ARCH, MEP, FIRE PROTECTION PLANS FOR MORE INFO.)
6" DUCTILE IRON FIRE DEPT. CONNECTION
6" DUCTILE IRON
WATER LINE
PRIVATE FIRE HYDRANT
(PER CARMEL WATER SPECS)
FIRE DEPT. CONNECTION
5" STORTZ CONNECTION W/30° DOWN
ANGLE AND LOCKABLE KNOX CAP
2 STEEL BOLLARDS
(YELLOW)
PIV (3' CLEARANCE WITH BOLLARDS)
WATERLINE TO BE INSTALLED
IN THE R/W PER CITY OF
CARMEL TRENCHING DETAIL
Runoff Direction
CONTECH BIOFILTER WATER
D.S.D.S.D.S.D.S.D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.D.S.
D.S.
D.S.
D.S.
D.S.
SAMPLE BOX ( SEE MEP PLANS
FOR CONTINUATION)
ELECTRICAL LINE FOR
CONTROLLER AND MUFFIN
MONSTER
ELECTRICAL LINE AND ALARM
TO BE FED AND LOCATED WITHIN
BUILDING (SEE MEP PLANS FOR
CONTINUATION)
50
'
-
1
/
2
R
/
W
Job No.
Date:August 12, 2014
Scale:
Sheet:
68
9
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PR
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P
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D
B
Y
:
Title:
PR
E
P
A
R
E
D
F
O
R
:
Kn
o
w
w
h
a
t
'
s
be
l
o
w
.
be
f
o
r
e
y
o
u
d
i
g
.
Ca
l
l
R
2013-1726
CA
R
M
E
L
,
H
A
M
I
L
T
O
N
C
O
U
N
T
Y
,
I
N
D
I
A
N
A
4
6
0
3
2
SITE BENCHMARK #1:
TBM set at top of R/W marker in the S.E.Quad.of Smokey Row Rd.&Pro-Med Ln.,7'±south of B.O.C.&16.75'±east of fire hydrant.
Elev.=849.48 NAVD '88 Elevation 849.08
SITE BENCHMARK #2:
Bench Tie w/yellow cap set N.side Powerpole #838-1518 at NE cor.of site,south edge of Smokey Row Rd.&25'±NW of a fire
hydrant. Elev.= 846.65 NAVD '88 Elevation 846.25
PROJECT BENCHMARK NGVD29:
U.S.G.S.DATUM BENCHMARK INFORMATION:A bronze disk on a concrete post projecting 1.5 feet out of the ground along US-31,
3.7 miles north of I-465,0.7 mile west of Meridian Street,100 feet west of centerline of SBL of US-31 and 2 feet east of R/W fence.B.M.
ELEVATION = 879.76 NAVD '88 Elevation 879.36
FI
N
A
L
C
O
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
FO
R
P
R
O
F
ESSIONA L E N GINEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G ISTER
E
D
C104B
1" = 20'
DETAILED
UTILITY PLAN
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
"ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS
FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY."
UTILITY NOTES
1.CONTRACTOR TO INSTALL ALL WATER FEATURES PER THE CITY OF CARMEL WATER
SPECIFICATIONS.ALL FIRE HYDRANTS,POST INDICATOR VALVES (PIV),FIRE DEPARTMENT
CONNECTIONS (FDC)AND OTHER WATER ITEMS ABOVE GROUND ARE TO BE PAINTED RED.SEE
CITY OF CARMEL SPECIFICATIONS FOR EXACT COLOR.
2.REFER TO MECHANICAL,ELECTRICAL AND PLUMBING PLANS FOR CONTINUATION OF UTILITIES
WITHIN 5 FEET OF STRUCTURES.
3.PRESSURE UTILITY MAINS AND SERVICE LINES MAY NEED TO BE INSTALLED AT A DEPTH GREATER
THAN THAT SPECIFIED OR SHOWN ON THE DRAWINGS TO CLEAR EXISTING AND PROPOSED
CROSSING UTILITIES.IN SUCH CASES,THE CONTRACTOR SHALL INSTALL VERTICAL BENDS AS
REQUIRED TO ACHIEVE APPROPRIATE CLEARANCE BETWEEN THE CROSSING UTILITIES.
4.A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BETWEEN WATER LINES AND SEWERS SHALL BE
MAINTAINED AT ALL TIMES.A MINIMUM VERTICAL SEPARATION OF 18 INCHES BETWEEN WATER
LINES AND SEWERS SHALL BE MAINTAINED AT CROSSINGS.IN THE EVENT THAT MINIMUM
SEPARATION REQUIREMENTS CANNOT BE MET,THE CONTRACTOR SHALL UTILIZE PRESSURE-TYPE
WATER PIPE FOR THE SEWER PER DETAIL SA-9.
5.WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 54 INCHES OF COVER AS MEASURED FROM
THE TOP OF THE PIPE TO THE FINAL FINISH GRADE ABOVE THE PIPE.
6.THRUST BLOCKS OR JOINT RESTRAINTS SHALL BE INSTALLED ON ALL WATER LINES AT ALL BENDS,
TEES AND HYDRANTS PER THE DETAILS.
7.PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES ROUNDED TO
THE NEAREST FOOT.
8.PIPE LENGTHS SHOWN FOR STORM SEWERS ARE MEASURED TO THE DOWNSTREAM END OF END
SECTIONS.
9.WHERE GRADE MODIFICATIONS (CUT OR FILL)ARE SHOWN ADJACENT TO EXISTING VALVE BOX
COVERS AND MANHOLE CASTINGS,THE VALVE BOX COVERS AND MANHOLE CASTINGS SHALL BE
ADJUSTED FLUSH WITH THE PROPOSED GRADE.
10.ADJUSTMENTS OF EXISTING MANHOLE CASTINGS TO GRADE TO A MAXIMUM OF 12 INCHES SHALL
BE MADE USING PRECAST CONCRETE ADJUSTING RINGS PROVIDED THE TOTAL HEIGHT OF
EXISTING AND NEW ADJUSTING RINGS DOES NOT EXCEED 12 INCHES.
11.ADJUSTMENTS OF CASTINGS WHERE THE TOTAL HEIGHT OF ADJUSTING RINGS WOULD EXCEED 12
INCHES SHALL BE MADE BY REPLACING THE CONE AND/OR BARREL SECTION OF THE STRUCTURE.
12.PAVEMENTS,WALKS,CURBS AND OTHER SURFACE IMPROVEMENTS REQUIRING REMOVAL FOR
INSTALLATION OF UNDERGROUND UTILITIES SHALL BE RESTORED TO THEIR PRESENT CONDITION
UNLESS OTHERWISE SHOWN.
13.MANHOLE CASTINGS LOCATED WITHIN ASPHALT PAVEMENT AREAS SHALL INCLUDE A CONCRETE
PAVED COLLAR EXTENDING A MINIMUM OF 12 INCHES IN ALL DIRECTIONS FROM THE EDGE OF THE
CASTING PER THE DETAILS.
14.THE CONTRACTOR SHALL MAINTAIN ALL FLOWS AND UTILITY CONNECTIONS TO EXISTING
BUILDINGS,ETC.WITHOUT INTERRUPTION UNLESS/UNTIL AUTHORIZED TO DISCONNECT BY THE
OWNER,UTILITY COMPANIES,AND GOVERNING AUTHORITIES.THE CONTRACTOR SHALL INSTALL
AS NECESSARY,TEMPORARY SITE LIGHTING,GAS,SANITARY,WATER,STORM,ELECTRIC,
TELEPHONE, AND CABLE SERVICES TO SERVICE BUILDING(S) TO REMAIN OPEN.
15.CONTRACTOR TO PROVIDE SLEEVES UNDER FOOTINGS OR THROUGH FOUNDATIONS FOR UTILITY
CONNECTIONS.
16.CONTRACTOR SHALL PROVIDE ALL BENDS,FITTINGS,ADAPTERS,ETC.AS REQUIRED FOR PIPE
CONNECTIONS TO BUILDING/CANOPY STUB OUTS.INCLUDING ROOF/FOOTING DRAIN
CONNECTIONS TO ROOF LEADERS AND TO STORM DRAINAGE SYSTEM.
17.CAP STUBS AND PROVIDE FIELD MARKERS.
18.CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR SITE LIGHTING PER SITE LIGHTING PLAN (BY
OTHERS).
19.CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR IRRIGATION PER IRRIGATION PLAN (BY
OTHERS).
20. CONTRACTOR TO INSTALL RCP STORM PIPE LOCATED IN THE RIGHT-OF-WAY PER STANDARD
DRAWING DETAIL 10-28, SHEET C803.
21. CONTRACTOR TO MAINTAIN A 20' WIDE STRIP OF BINDER CONNECTING MAIN ENTRANCE TO SOUTH
ENTRANCE FOR CARMEL FIRE DEPARTMENT. BINDER NEEDS INSTALLED BEFORE ANY VERTICAL
CONSTRUCTION COMMENCES.
22. CONTRACTOR TO INSTALL MUFFIN MONSTER LOCATED AT STRUCTURE 400 PER DETAILS AND
SPECIFICATIONS, SEE SHEETS C819-C820.
Lat LATERAL
PEDESTAL
BURIED TELEPHONE
COMMUNICATION/DATA
MANHOLE
METER
AREA LIGHTING
PARKING LOT LIGHTING
POWER POLE
TRANSFORMER
BURIED ELECTRIC LINE
ELECTRIC
GAS VALVE
GAS METER
GAS LINE - SIZE AS SHOWN
GAS
FIRE DEPT. CONNECTION
POST INDICATOR VALVE (PIV)
BLOW OFF ASSEMBLY
AIR RELIEF VALVE
FIRE HYDRANT
METER
VALVES
FITTINGS
BENDS
FIRE LINE - SIZE AS SHOWN
WATERLINE - SIZE AS SHOWN
WATERLINE
CLEANOUT
SWALE / FLOW LINE
ROOF DRAIN / DOWNSPOUT
MANHOLE
END SECTION
INLETS
SUB-SURFACE-DRAIN - SIZE AS SHOWN
PIPE WITH SIZE AS SHOWN
INVERT ELEVATION
RIM ELEVATION
STRUCTURE NUMBER
STORM SEWERS
CLEAN OUT
LATERAL SIZE AS SHOWN
MANHOLE
FORCE MAIN
PIPE WITH SIZE AS SHOWN
INVERT ELEVATION
RIM ELEVATION
STRUCTURE NUMBER
SANITARY SEWERS
UTLITY DESCRIPTION LINE TYPE/SYMBOL
UTILITY IMPROVEMENTS
G
C.O.
C.O.
821.50IE
825.50RIM
>ooo >ooo
LEGEND OF PROPOSED
W
S
D
T
E
M
T
D.S.
P
825.50RIM
400
IE 821.50
300
GENERATOR G
CABLE
G
W
E
FIBER OPTIC
EXISTING PUBLIC
FIRE HYDRANT
C.O.
C.O.
S
T
ST
ST
ST
ST
ST
ST
ST
ST
ST
IE:839.20
IE:838.21
10" PVC ROOF DRAIN
DOWNSPOUT CONNECTION
@ 0.52%.4" PVC PERFORATED PIPE
C.O.
C.O.C.O.
45 LF OF 6" SDR 35 PVC @ 1.04% MIN.66 LF OF 6" SDR 35 PVC @ 1.04% MIN.
IE:837.53IE:836.84 CLEANOUT
CAP ELEV = 840.50
IE. = 838.00
(SEE MEP PLANS FOR CONTINUATION)
C.O.
302
RIM 838.74
Inv. 834.74 (W)
301
RIM 838.73
Inv. 834.46 (E)
Inv. 833.94 (N)
Inv. 833.84 (W)
300
RIM 838.47
Inv. 833.69 (E)
Inv. 828.51 (N)
Inv. 828.41 (S)
303
RIM 839.13
Inv. 834.84 (E)
Inv. 834.87 (N)
Inv. 834.74 (S)
304
RIM 840.55
Inv. 835.47 (N)
Inv. 835.50 (S)
Inv. 835.32 (W)
C.O.
C.O.
C.O.
C.O.
C.O.
IE:839.20
6" STORM DRAIN
SEE MEP PLANS
FOR CONTINUATION
IE:838.50
6" STORM DRAIN
SEE MEP PLANS
FOR CONTINUATION
IE:838.50
6" STORM DRAIN
SEE MEP PLANS
FOR CONTINUATION
IE:838.50
6" STORM DRAIN
SEE MEP PLANS
FOR CONTINUATION
IE:838.50
6" STORM DRAIN
SEE MEP PLANS
FOR CONTINUATION
IE:839.00
10" PVC ROOF DRAIN
DOWNSPOUT CONNECTION
@ 0.52%.
ST ST STC.O.IE:838.80
10" PVC ROOF DRAIN
DOWNSPOUT CONNECTION
@ 1.00%.
C.O.IE:839.10
48 LF OF 15" HDPE @ 1.00%
20
0
L
F
O
F
1
8
"
P
E
R
F
.
H
D
P
E
@
0
.
4
0
%
31 LF OF 18" PERF. HDPE @ 0.50%
76 LF OF 12" PERF. HDPE @ 0.37%
FFE = 839.44
FF
E
=
8
3
9
.
4
4
ADJUST RIM ELEV TO 839.50
36 LF OF 24" RCP @ 0.81%
ADJUST RIM
ELEV TO 839.00
3
8
L
F
O
F
6
"
S
D
R
3
5
P
V
C
@
1
.
0
4
%
M
I
N
.
27 LF OF 8" SDR 35
PVC @ 1.04% MIN.S 400
RIM = 839.00
INV. 836.44 (S)
INV. 836.20 (NE)
INV. 835.40 (W)IE:835.12
25' D
.
E
.
/
A
.
E
.
25
'
D
.
E
.
/
A
.
E
10'
10'
10
'
10'
10'
5'
5'
10
'
10
'
10'
10'
25
'
D
.
E
.
/
A
.
E
.
C.O.
12" PVC ROOF DRAIN
DOWNSPOUT CONNECTION
@ 0.52%.
EX.A
32
L
F
O
F
3
0
"
H
D
P
E
@
0
.
8
5
%
76
L
F
O
F
1
5
"
P
E
R
F
.
H
D
P
E
@
0
.
3
0
%
327
RIM 839.13
Inv. 835.10 (S)
332
RIM 840.55
Inv. 836.13 (S)
333
RIM 840.55
Inv. 836.13 (N)
8
6
L
F
O
F
2
4
"
R
C
P
@
0
.
4
5
%
EX
RIM 837.50
Inv. 831.22 (NW)
Inv. 831.12 (S)
25
9
L
F
O
F
2
4
"
R
C
P
@
1
.
0
1
%
25
9
L
F
O
F
2
4
"
R
C
P
@
1
.
0
1
%
EX.B
RIM 839.00
Inv. 831.71 (N)
Inv. 831.61 (SE)
FFE = 842.00
REPLACE CASTING
WITH NEENAH R-1772-A
PRIVATE FIRE HYDRANT
(PER CARMEL WATER SPECS)
6" C900 PVC WATER LINE
CONNECT TO
EX. WATER LINE
WITH 6"x6"x6" TEE
CONTECH BIOFILTER WATER
QUALITY STRUCTURE
(SEE DETAIL BF-1, SHEET
C807)
CONTECH BIOFILTER WATER
QUALITY STRUCTURE
(SEE DETAIL BF-1, SHEET
C807)
D.S.
D.S.
D.S.
D.S.
D.S.D.S.
(WITH MUFFIN MONSTER
AND CONTROLLER)
Job No.
Date:August 12, 2014
Scale:
Sheet:
68
9
P
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PR
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:
Title:
PR
E
P
A
R
E
D
F
O
R
:
Kn
o
w
w
h
a
t
'
s
be
l
o
w
.
be
f
o
r
e
y
o
u
d
i
g
.
Ca
l
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2013-1726
CA
R
M
E
L
,
H
A
M
I
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T
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C
O
U
N
T
Y
,
I
N
D
I
A
N
A
4
6
0
3
2
SITE BENCHMARK #1:
TBM set at top of R/W marker in the S.E.Quad.of Smokey Row Rd.&Pro-Med Ln.,7'±south of B.O.C.&16.75'±east of fire hydrant.
Elev.=849.48 NAVD '88 Elevation 849.08
SITE BENCHMARK #2:
Bench Tie w/yellow cap set N.side Powerpole #838-1518 at NE cor.of site,south edge of Smokey Row Rd.&25'±NW of a fire
hydrant. Elev.= 846.65 NAVD '88 Elevation 846.25
PROJECT BENCHMARK NGVD29:
U.S.G.S.DATUM BENCHMARK INFORMATION:A bronze disk on a concrete post projecting 1.5 feet out of the ground along US-31,
3.7 miles north of I-465,0.7 mile west of Meridian Street,100 feet west of centerline of SBL of US-31 and 2 feet east of R/W fence.B.M.
ELEVATION = 879.76 NAVD '88 Elevation 879.36
FI
N
A
L
C
O
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
FO
R
P
R
O
F
ESSIONA L E N GINEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G ISTER
E
D
C104C
1" = 20'
DETAILED
UTILITY PLAN
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
"ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS
FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY."
UTILITY NOTES
1.CONTRACTOR TO INSTALL ALL WATER FEATURES PER THE CITY OF CARMEL WATER
SPECIFICATIONS.ALL FIRE HYDRANTS,POST INDICATOR VALVES (PIV),FIRE DEPARTMENT
CONNECTIONS (FDC)AND OTHER WATER ITEMS ABOVE GROUND ARE TO BE PAINTED RED.SEE
CITY OF CARMEL SPECIFICATIONS FOR EXACT COLOR.
2.REFER TO MECHANICAL,ELECTRICAL AND PLUMBING PLANS FOR CONTINUATION OF UTILITIES
WITHIN 5 FEET OF STRUCTURES.
3.PRESSURE UTILITY MAINS AND SERVICE LINES MAY NEED TO BE INSTALLED AT A DEPTH GREATER
THAN THAT SPECIFIED OR SHOWN ON THE DRAWINGS TO CLEAR EXISTING AND PROPOSED
CROSSING UTILITIES.IN SUCH CASES,THE CONTRACTOR SHALL INSTALL VERTICAL BENDS AS
REQUIRED TO ACHIEVE APPROPRIATE CLEARANCE BETWEEN THE CROSSING UTILITIES.
4.A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BETWEEN WATER LINES AND SEWERS SHALL BE
MAINTAINED AT ALL TIMES.A MINIMUM VERTICAL SEPARATION OF 18 INCHES BETWEEN WATER
LINES AND SEWERS SHALL BE MAINTAINED AT CROSSINGS.IN THE EVENT THAT MINIMUM
SEPARATION REQUIREMENTS CANNOT BE MET,THE CONTRACTOR SHALL UTILIZE PRESSURE-TYPE
WATER PIPE FOR THE SEWER PER DETAIL SA-9.
5.WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 54 INCHES OF COVER AS MEASURED FROM
THE TOP OF THE PIPE TO THE FINAL FINISH GRADE ABOVE THE PIPE.
6.THRUST BLOCKS OR JOINT RESTRAINTS SHALL BE INSTALLED ON ALL WATER LINES AT ALL BENDS,
TEES AND HYDRANTS PER THE DETAILS.
7.PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES ROUNDED TO
THE NEAREST FOOT.
8.PIPE LENGTHS SHOWN FOR STORM SEWERS ARE MEASURED TO THE DOWNSTREAM END OF END
SECTIONS.
9.WHERE GRADE MODIFICATIONS (CUT OR FILL)ARE SHOWN ADJACENT TO EXISTING VALVE BOX
COVERS AND MANHOLE CASTINGS,THE VALVE BOX COVERS AND MANHOLE CASTINGS SHALL BE
ADJUSTED FLUSH WITH THE PROPOSED GRADE.
10.ADJUSTMENTS OF EXISTING MANHOLE CASTINGS TO GRADE TO A MAXIMUM OF 12 INCHES SHALL
BE MADE USING PRECAST CONCRETE ADJUSTING RINGS PROVIDED THE TOTAL HEIGHT OF
EXISTING AND NEW ADJUSTING RINGS DOES NOT EXCEED 12 INCHES.
11.ADJUSTMENTS OF CASTINGS WHERE THE TOTAL HEIGHT OF ADJUSTING RINGS WOULD EXCEED 12
INCHES SHALL BE MADE BY REPLACING THE CONE AND/OR BARREL SECTION OF THE STRUCTURE.
12.PAVEMENTS,WALKS,CURBS AND OTHER SURFACE IMPROVEMENTS REQUIRING REMOVAL FOR
INSTALLATION OF UNDERGROUND UTILITIES SHALL BE RESTORED TO THEIR PRESENT CONDITION
UNLESS OTHERWISE SHOWN.
13.MANHOLE CASTINGS LOCATED WITHIN ASPHALT PAVEMENT AREAS SHALL INCLUDE A CONCRETE
PAVED COLLAR EXTENDING A MINIMUM OF 12 INCHES IN ALL DIRECTIONS FROM THE EDGE OF THE
CASTING PER THE DETAILS.
14.THE CONTRACTOR SHALL MAINTAIN ALL FLOWS AND UTILITY CONNECTIONS TO EXISTING
BUILDINGS,ETC.WITHOUT INTERRUPTION UNLESS/UNTIL AUTHORIZED TO DISCONNECT BY THE
OWNER,UTILITY COMPANIES,AND GOVERNING AUTHORITIES.THE CONTRACTOR SHALL INSTALL
AS NECESSARY,TEMPORARY SITE LIGHTING,GAS,SANITARY,WATER,STORM,ELECTRIC,
TELEPHONE, AND CABLE SERVICES TO SERVICE BUILDING(S) TO REMAIN OPEN.
15.CONTRACTOR TO PROVIDE SLEEVES UNDER FOOTINGS OR THROUGH FOUNDATIONS FOR UTILITY
CONNECTIONS.
16.CONTRACTOR SHALL PROVIDE ALL BENDS,FITTINGS,ADAPTERS,ETC.AS REQUIRED FOR PIPE
CONNECTIONS TO BUILDING/CANOPY STUB OUTS.INCLUDING ROOF/FOOTING DRAIN
CONNECTIONS TO ROOF LEADERS AND TO STORM DRAINAGE SYSTEM.
17.CAP STUBS AND PROVIDE FIELD MARKERS.
18.CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR SITE LIGHTING PER SITE LIGHTING PLAN (BY
OTHERS).
19.CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR IRRIGATION PER IRRIGATION PLAN (BY
OTHERS).
20. CONTRACTOR TO INSTALL RCP STORM PIPE LOCATED IN THE RIGHT-OF-WAY PER STANDARD
DRAWING DETAIL 10-28, SHEET C803.
21. CONTRACTOR TO MAINTAIN A 20' WIDE STRIP OF BINDER CONNECTING MAIN ENTRANCE TO SOUTH
ENTRANCE FOR CARMEL FIRE DEPARTMENT. BINDER NEEDS INSTALLED BEFORE ANY VERTICAL
CONSTRUCTION COMMENCES.
22. CONTRACTOR TO INSTALL MUFFIN MONSTER LOCATED AT STRUCTURE 400 PER DETAILS AND
SPECIFICATIONS, SEE SHEETS C819-C820.
Lat LATERAL
PEDESTAL
BURIED TELEPHONE
COMMUNICATION/DATA
MANHOLE
METER
AREA LIGHTING
PARKING LOT LIGHTING
POWER POLE
TRANSFORMER
BURIED ELECTRIC LINE
ELECTRIC
GAS VALVE
GAS METER
GAS LINE - SIZE AS SHOWN
GAS
FIRE DEPT. CONNECTION
POST INDICATOR VALVE (PIV)
BLOW OFF ASSEMBLY
AIR RELIEF VALVE
FIRE HYDRANT
METER
VALVES
FITTINGS
BENDS
FIRE LINE - SIZE AS SHOWN
WATERLINE - SIZE AS SHOWN
WATERLINE
CLEANOUT
SWALE / FLOW LINE
ROOF DRAIN / DOWNSPOUT
MANHOLE
END SECTION
INLETS
SUB-SURFACE-DRAIN - SIZE AS SHOWN
PIPE WITH SIZE AS SHOWN
INVERT ELEVATION
RIM ELEVATION
STRUCTURE NUMBER
STORM SEWERS
CLEAN OUT
LATERAL SIZE AS SHOWN
MANHOLE
FORCE MAIN
PIPE WITH SIZE AS SHOWN
INVERT ELEVATION
RIM ELEVATION
STRUCTURE NUMBER
SANITARY SEWERS
UTLITY DESCRIPTION LINE TYPE/SYMBOL
UTILITY IMPROVEMENTS
G
C.O.
C.O.
821.50IE
825.50RIM
>ooo >ooo
LEGEND OF PROPOSED
W
S
D
T
E
M
T
D.S.
P
825.50RIM
400
IE 821.50
300
GENERATOR G
CABLE
G
W
E
FIBER OPTIC
C.O.
C.O.
C.O.
C.O.
C.O.
S
T
ST
ST
ST
ST
ST ST
S
T
C.O.
C.O.C.O.ST ST
ST
ST
C.O.
C.O.
C.O.C.O.C.O.
ST
ST
C.O.
C.O.
ST
ST
C.O.
C.O.
C.O.
ST
ST
ST
ST
C.O.
C.O.
C.O.
C.O.C.O.C.O.
C.O.
C.O.
C.O.
C.O.
C.O.
C.O.
ST
ST
C.O.
C.O.
C.O.
C.O.
C.O.
C.O.
C.O.
STC.O.
C.O.
C.O.
ST
206 LF
O
F
4
"
P
E
R
F
.
S
S
D
@
0
.
5
0
%
.
C.O.
C.O.
C.O.
10
'
5'
10
'
5'5'
5'5'
5'
5'
5'
5'
5'
5'
5'
5'
53'
25' D
.
E
.
/
A
.
E
.
25
'
D
.
E
.
/
A
.
E
10'
10'
10
'
10'
10'
30' D.E./A.E.
14.3'
10'
5'
5'
10
'
10
'
10'
10'
25
'
D
.
E
.
/
A
.
E
.
C.O.
C.O.
C.O.
50
'
-
1
/
2
R
/
W
TREE PROTECTION FENCING - TYP.
TREE PROTECTION FENCING - TYP.
TR
E
E
P
R
O
T
E
C
T
I
O
N
F
E
N
C
I
N
G
-
T
Y
P
.
TREE P
R
O
T
E
C
T
I
O
N
F
E
N
C
I
N
G
-
T
Y
P
.
CHANGE TO POST-CONSTRUCTION SIGNAGE
AFTER CONSTRUCTION COMPLETE
TREE PROTECTION FENCING.
ADJUST AS NEEDED FOR
CONDITIONS IN THE FIELD.DISTURBANCE OF ANY PLANT
MATERIAL WITHIN THE TREE
PRESERVATION AREA SHALL BE
MITIGATED PER CITY OF CARMEL
URBAN FORESTER'S DIRECTION.
CHANGE TO POST-CONSTRUCTION SIGNAGE
AFTER CONSTRUCTION COMPLETE
CHANGE TO POST-CONSTRUCTION SIGNAGE
AFTER CONSTRUCTION COMPLETE
CHANGE TO POST-CONSTRUCTION SIGNAGE
AFTER CONSTRUCTION COMPLETE
CHANGE TO POST-CONSTRUCTION SIGNAGE
AFTER CONSTRUCTION COMPLETE
CHANGE TO
POST-CONSTRUCTION
SIGNAGE AFTER
CONSTRUCTION COMPLETE
DIP
DIP
DIP DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
DIP
CIP
CIP
CIP
TEMPORARY
CONSTRUCTION
ENTRANCE
CONCRETE
WASHOUT
DIP
CONSTRUCTION
TRAILER WITH TEMPORARY
ELECTRICAL SERVICE
TEMPORARY
CONSTRUCTION
ENTRANCE
TEMPORARY
CONSTRUCTION
ENTRANCE
CIP
CIP CIP
CIP CIP
STOCKPILE
DIP
CONTECH BIOFILTER WATER
QUALITY STRUCTURE
(SEE DETAIL BF-1, SHEET
C807)
CONTECH BIOFILTER WATER
QUALITY STRUCTURE
(SEE DETAIL BF-1, SHEET
C807)
CONTECH BIOFILTER WATER
QUALITY STRUCTURE
(SEE DETAIL BF-1, SHEET
C807)
OIL - DEBRIS HOOD, SUMPED
MANHOLE
(SEE DETAIL HD-1, SHEET
C806)
Job No.
Date:August 12, 2014
Scale:
Sheet:
68
9
P
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PR
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:
Title:
PR
E
P
A
R
E
D
F
O
R
:
Kn
o
w
w
h
a
t
'
s
be
l
o
w
.
be
f
o
r
e
y
o
u
d
i
g
.
Ca
l
l
R
2013-1726
CA
R
M
E
L
,
H
A
M
I
L
T
O
N
C
O
U
N
T
Y
,
I
N
D
I
A
N
A
4
6
0
3
2
SITE BENCHMARK #1:
TBM set at top of R/W marker in the S.E.Quad.of Smokey Row Rd.&Pro-Med Ln.,7'±south of B.O.C.&16.75'±east of fire hydrant.
Elev.=849.48 NAVD '88 Elevation 849.08
SITE BENCHMARK #2:
Bench Tie w/yellow cap set N.side Powerpole #838-1518 at NE cor.of site,south edge of Smokey Row Rd.&25'±NW of a fire
hydrant. Elev.= 846.65 NAVD '88 Elevation 846.25
PROJECT BENCHMARK NGVD29:
U.S.G.S.DATUM BENCHMARK INFORMATION:A bronze disk on a concrete post projecting 1.5 feet out of the ground along US-31,
3.7 miles north of I-465,0.7 mile west of Meridian Street,100 feet west of centerline of SBL of US-31 and 2 feet east of R/W fence.B.M.
ELEVATION = 879.76 NAVD '88 Elevation 879.36
FI
N
A
L
C
O
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
FO
R
P
R
O
F
ESSIONA L E N GINEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G ISTER
E
D
C105
1" = 40'
STORMWATER
POLLUTION
PREVENTION
PLAN
DESCRIPTION
LEGEND
LINE TYPE / SYMBOL
TREE PRESERVATION AREA
TREE PROTECTION FENCING
SIGNS
1.BEFORE CONSTRUCTION, MARK PROJECT LIMITS AND ANY AREA WITH SUITABLE VEGETATION
FOR FILTER STRIPS IN PERIMETER AREAS.
2.INSTALL TEMPORARY CONSTRUCTION ENTRANCE.
3.INSTALL INITIAL PERIMETER PRACTICES, INCLUDING PERIMETER SILT FENCE AND INLET
PROTECTION PRACTICES FOR EXISTING STORM STRUCTURES.
4.STRIP TOPSOIL, STOCKPILE QUANTITIES NECESSARY FOR COMPLETION OF THE PROJECT AND
REMOVE EXCESS FROM THE SITE. SEED STOCKPILES.
5.BEGIN MASS EARTHWORK.
6.INSTALL SANITARY SEWER AND STORM SEWER SYSTEMS. INSTALL INLET PROTECTION AS INLETS
ARE INSTALLED.
7.COMPLETE MASS GRADING.
8.INSTALL STONE BASE FOR ROADS AND DRIVES AS SOON AS GRADE IS ESTABLISHED.
9.INSTALL ROADS, CURBS, PAVEMENT AND FINISH BACKFILL. SEED RIGHT-OF-WAYS AND OTHER
DISTURBED AREAS NOT PREVIOUSLY SEEDED.
10.INSTALL UTILITIES.
11.FINISH PERIMETER AND COMMON AREA LANDSCAPING. SEED OR SOD AREAS PER PLAN.
12.REMOVE TEMPORARY EROSION CONTROL PRACTICES AFTER VEGETATION IS ESTABLISHED AND
PROJECT SITE IS PERMANENTLY STABILIZED.
13.MAINTAIN EROSION AND SEDIMENT PRACTICES THROUGHOUT THE DURATION OF THE PROJECT.
LINE TYPE / SYMBOL
PERMANENT SEEDING
WITH MULCH
COARSE AGGREGATE
6 INCHES OF 2"-3"
TEMPORARYCONSTRUCTION ENTRANCE
(20'W x 50'L) Minimum - EC-22
(SEE LANDSCAPE PLAN FOR
EXCLUDED AREAS SUCH AS
PLANTING BEDS AND AREAS
TO BE SODDED)
1.THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE DRAWINGS ARE CONSIDERED
THE MINIMUM PRACTICES NECESSARY FOR COMPLIANCE WITH THE NPDES GENERAL PERMIT FOR
STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY AS IDENTIFIED UNDER
SECTION 327-IAC-15-5 OF THE INDIANA ADMINISTRATIVE CODE. HOWEVER, SITE CONDITIONS,
CONSTRUCTION METHODS, SEQUENCING OF WORK AND GENERAL PRACTICE MAY WARRANT
VARIATION AND/OR ADDITIONS TO THE QUANTITIES AND LOCATIONS OF MEASURES AS SHOWN.
2.UNLESS OTHERWISE SHOWN, TEMPORARY CONTROL MEASURES SHALL BE REMOVED UPON
SATISFACTORY ESTABLISHMENT OF PERMANENT VEGETATION.
3.SEE SHEET C2.14 FOR DETAILS REFERENCED ON THIS SHEET.
4.PERIMETER CONTROL MEASURES (I.E. SILT FENCE, DIVERSION DITCHES, TREE PROTECTION
FENCING) SHALL BE INSTALLED PRIOR TO COMMENCING EARTHWORK ACTIVITIES.
5.IN ADDITION TO THE MAINTENANCE REQUIREMENTS IDENTIFIED FOR INDIVIDUAL MEASURES, ALL
EROSION CONTROL MEASURES INSTALLED UNDER THIS PROJECT SHALL BE INSPECTED WEEKLY
TO ENSURE THEY ARE FUNCTIONING PROPERLY. MEASURES FOUND TO BE DEFICIENT SHALL BE
REPAIRED OR REPLACED IMMEDIATELY THEREAFTER.
6.THE CONTRACTOR SHALL MAINTAIN A STABLE CONSTRUCTION ENTRANCE AT ALL TIMES AND
SHALL MAKE EFFORTS TO MINIMIZE THE ACCUMULATION OF SOIL, MUD AND DEBRIS ON ADJOINING
ROADWAYS.
7.TEMPORARY SOIL STOCKPILES SHALL BE CONSTRUCTED IN A MANNER SUCH THAT PROPER
DRAINAGE OF THE SITE IS NOT IMPEDED. STOCKPILES SHALL BE CONTAINED WITHIN A PERIMETER
CONTROL MEASURE (I.E. SILT FENCE, STRAW BALES OR OTHER BARRIER) TO TRAP SEDIMENT.
STOCKPILES THAT WILL REMAIN IN EXCESS OF 6 MONTHS SHALL BE TEMPORARILY SEEDED.
8.SYMBOLS FOR INLET PROTECTION MEASURES AND DITCH CHECKS ARE SHOWN LARGER THAN
ACTUAL SIZE.
9. CONTRACTOR TO INSTALL A PERMEABLE PAVER / OPENGRADED STONE PROTECTION ON OR
AROUND THE PERMEABLE PAVER AREA SO THAT IT IS NOT AFFECTED DURING CONSTRUCTION. A
PERIMETER CONTROL CAN BE USED OR TEMPORARY FILTER FABRIC WITH 6" OF CRUSHED STONE
ON TOP. SEE SHEET C804 FOR DETAILS.
EROSION CONTROL NOTES
EC-2
TEMPORARY CURB INLET PROTECTION
TEMPORARY DROP INLET PROTECTION
TREE PROTECTION FENCE
GRADING LIMITS
SILT FENCE
(SEDIMENT FENCE)
EROSION CONTROL LEGEND
LINE TYPE / SYMBOLDESCRIPTION DESCRIPTION
EROSION CONTROL SEQUENCE AND NOTES
CONTACT: Doug Peters
Ph: (317) - 353 - 8311
Indianapolis, IN 46219
1398 N. Shadeland Ave.
CONTACT PERSON
DIP
CIP
MED. FLOW CHANNELS
2:1 - 1:1 SLOPES
4:1 - 3:1 SLOPES
BLANKET - S75
PERMANENT SEEDING
WITH EROSION CONTROL
WITH EROSION CONTROL
PERMANENT SEEDING
BLANKET - SC150
EC-25
CONCRETE WASHOUT
EC-12, EC-12A
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
DISCHARGE POINT
VEGETATIVE SWALE
PERMEABLE PAVERS
EC-6
GRAVEL END SECTIONPROTECTION
DISCHARGE POINT
DISCHARGE POINT
RIPRAP w/ GEOTEXTILE FABRIC
UNDERNEATH
(SEE DETAIL EC-7 ON C808)
FFE MAIN FLOOR
=
8
4
2
.
0
0
FFE BASEMENT=
8
3
0
.
0
0
C.O.
C.O
.
PROPOSED F
O
U
R
STORY BUILDI
N
G
W
/
PARTIAL BASE
M
E
N
T
G
NOTE: METER AND RPZ BACKFLOWPREVENTER LOCATED INSIDE BUILDING(SEE MEP PLANS FOR CONTINUATION)
C.O
.
C.O
.
C.O
.
ST
ST ST
ST
ST
ST
C.O
.
C.O
.
C.O
.
ST
STSTC.O.
C.O
.
C.O
.
C.O
.
C.O
.
STSTC.O
.
C.O
.
STST
C.O
.
C.O
.
C.O
.
C.O.
ST ST ST
C.O
.
C.O.
C.O.
C.O
.
C.O
.C.O.
C.O.
C.O.
C.O.
C.O
.
C.O
.
C.O
.
C.O
.
C.O
.
C.O
.
ST
C.O.
TT
EEEEEE
GGGGGGGG 6''W6''W6''W6''W6''W6''W 6''W6''W6''W6''W
CCCCCC
C
FOFOFOFOFO
C.O
.
C.O
.
C.O
.
C.O
.
C.O
.
C.O
.
C.O
.C.O
.
ST
C.O.
C.O
.
E
C.O.
FF
E
=
8
3
9
.
6
4
FF
E
=
8
3
9
.
6
4
FF
E
=
8
3
9
.
6
4
FF
E
=
8
3
9
.
6
4
FF
E
=
8
3
9
.
4
4
FFE = 839.44
6''W
S
20
6
L
F
O
F
4
"
P
E
R
F
.
S
S
D
@
0
.
5
0
%
.
C.O
.
C.O
.
C.O
.
10'
5'
10'
5'
5'
5'
5'
5'
5'
5'
5'
5'
53'
25' D.
E
.
/
A
.
E
.
25' D.
E
.
/
A
.
E
10'
10'
10'
10'
10'
30'
D
.
E
.
/
A
.
E
.
14.
3
'
10'
5'
5'
10'
10'
10'
10'
25' D.E./A.E.
C.O
.
C.O
.
C.O
.
W
E
E
FF
E
=
8
4
2
.
0
0
50' - 1/2 R/W
Job No.
Date:August 12, 2014
Scale:
Sheet:
68
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Title:
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:
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2013-1726
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FESSIONAL E N GINEER
INDIA N A
PAULA J E A NGARTN
E
R
PE 10809217
STATE OF
R E G ISTER
E
D
STR: OFFSITE TO EX.A PLAN VIEW
STR: OFFSITE TO EX.A PROFILE
HORIZ. SCALE: 1"=50'
0 25 50
1.ALL STORM SEWER CONSTRUCTION SHALL CONFORM TO THE CURRENT STANDARDS AND GENERAL
SPECIFICATIONS OF THE AGENCY OR AGENCIES HAVING JURISDICTION OF THE STORM SEWER
SYSTEM AND CONSTRUCTION AREA.
2.ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS, STEPS AND PIPE CONNECTIONS
WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED.
3.ALL STRUCTURES (IE: MANHOLES, INLETS) SHALL HAVE POURED FLOW LINES AND BENCH WALLS.THE FLOW LINES AND BENCHWALLS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED.
4.FIELD ADJUSTMENTS OF RIM ELEVATIONS OF STRUCTURES MAY BE REQUIRED TO MEET FIELDCONDITIONS. MAXIMUM HEIGHT OF ADJUSTING RINGS SHALL NOT EXCEED 12 INCHES.
5.STORM STRUCTURES WITH INLET CASTINGS SHALL BE SET TO MAINTAIN A POSITIVE DRAINAGEFLOW INTO THE STRUCTURE.
6.STORM PIPE INVERTS AT OUTLET STRUCTURES (IE: END SECTIONS), AND PIPE LENGTHS MAYREQUIRE FIELD ADJUSTMENTS TO MEET ACTUAL FIELD CONDITIONS.
7.FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN (5) FEET OF ALL PAVEDAREAS, INCLUDING CURBS, EDGE OF PAVEMENT, AND SIDEWALKS.
8.PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE ANDINCLUDE END SECTIONS.
9.CASTINGS LOCATED WITHIN ASPHALT PAVEMENT AREAS SHALL INCLUDE A CONCRETE PAVEDCOLLAR EXTENDING A MINIMUM OF 12 INCHES IN ALL DIRECTIONS FROM THE EDGE OF THECASTING PER THE DETAILS.
10.SUB-SURFACE DRAINS FOR ALL DRAINAGE INLET STRUCTURES LOCATED WITHIN PAVEMENT AREAS
IS DESIRED. UNDERGROUND DRAINAGE INTO CATCH BASIN STRUCTURES IS TO BE PROVIDED BY
INSTALLING 20' LENGTHS OF 4" DIAMETER PERFORATED PIPE TAPPED INTO THE INLET STRUCTURE.
FOUR (4) SUCH LENGTHS ARE TO BE PROVIDED, ONE IN EACH QUADRANT AROUND THE INLET.AT
CURB INLETS, ONE EACH IN 2 QUADRANTS AROUND THE INLET.
11.ALL STORM CASTINGS SHALL HAVE A "NO DUMPING, DRAINS TO WATERWAY" MESSAGE ON THEM.
12.ALL PROPOSED STORM SEWERS, DETENTION STRUCTURES, AND STORMWATER QUALITYTREATMENT BMP'S ARE PRIVATE.
13.THE CONNECTION OF THE PROPOSED STORM SEWER TO AN EXISTING BRICK STRUCTURE MUST BEDONE ACCORDING TO THE FOLLOWING CONDITIONS:
A.) REHABILITATE AND COAT THE ENTIRE INTERIOR OF THE MANHOLE WITH NON-SHRINK GROUT.
B.) AT THE POINT OF CONNECTION OF THE PROPOSED PIPE, PLACE A THREE FOOT (3') DIAMETER BY AMINIMUM SIX INCH (6") THICK, 4,000 PSI CONCRETE COLLAR WITH 4x4x10 GAUGE WIRE MESH OVERTHE EXTERIOR OF THE MANHOLE.
C.) ONCE THE CORE HAS BEEN MADE, INSTALL A RUBBER BOOT.
SHOULD THE INTEGRITY OF THE MANHOLE BE COMPROMISED, THE ENTIRE STRUCTURE MUST BEREPLACED WITH A STANDARD MANHOLE STRUCTURE IN ACCORDANCE WITH THE CITY OFINDIANAPOLIS DEPARTMENT OF CAPITAL ASSET MANAGEMENT'S STORMWATER DESIGN ANDCONSTRUCTION SPECIFICATION MANUAL.
14. CONTRACTOR TO INSTALL RCP STORM PIPE LOCATED IN THE RIGHT-OF-WAY PER STANDARD
DRAWING DETAIL 10-28, SHEET C803.
15.THESTORM SEWER SYSTEMSHALLBECONSTRUCTED PER DESIGNSPECIFIED ANDASAPPROVED
BYTHECITYOFCARMEL ONTHEFINALAPPROVEDCONSTRUCTIONPLANS.DEVIATIONSFROMTHE
APPROVEDDESIGN SHALL ONLY BE PERMITTEDDUE TO SPECIALCIRCUMSTANCESOR DIFFICULTYDURINGCONSTRUCTIONANDWILLREQUIREPRIORFIELDAPPROVALFROMADESIGNATEDREPRESENTATIVEOFTHECITYOFCARMELINADDITIONTOSUPPLEMENTALAPPROVALBYTHEDESIGNENGINEER.AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS AREQUIREMENTONAS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCEGUARANTEES.APPROVED DESIGNSLOPESIDENTIFIEDASGENERATINGVELOCITIESOF2.5FPSORLESSOR10FPSORGREATER,PRIORTOBACKFILLING THEPIPE.THECONTRACTORISINSTRUCTEDTOAS-BUILT EACH SECTIONOF STORM PIPE ASIT IS BEINGINSTALLED TOENSURE COMPLIANCEWITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL.
STORM SEWER NOTES
SEE NOTE 7GRANULAR BACKFILL
PROFILE LEGEND
DATUM
800
805
71
8
.
0
2+00 STATIONING
GROUNDEXISTING
PROPOSEDGRADEEXISTING
GROUND
800
805
50250
HORIZ. SCALE: 1"=50'
432 510
VERT. SCALE: 1"=5'
C301
1" = 50'
STORM SEWER
PLAN & PROFILES
PROPOSED IMPROVEMENTSSTORM SEWER LEGEND
LINE TYPE / SYMBOL DESCRIPTION
SIZE AS SHOWNSUB-SURFACE DRAIN (SSD)
SIZE AS SHOWNSTORM SEWER12''ST
STORM STRUCTURE No.100
RIM ELEVATION
INVERT ELEVATION821.50IE
RIM 825.50
BUILDING DOWNSPOUT
END SECTION
SEWER CLEANOUT
SOLID CASTING
D.S.
C.O.
D
BEEHIVE / YARD INLET
CATCH BASIN INLET
CURB INLET
see note 9 & 10
see note 10
see note 9
SIZE AS SHOWN
ROOF DRAIN COLLECTORRD
Job No.
Date:August 12, 2014
Scale:
Sheet:
68
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Title:
PR
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2013-1726
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FI
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A
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C
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FESSIONAL E N GINEER
INDIA N A
PAULA J E A NGARTN
E
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PE 10809217
STATE OF
R E G ISTER
E
D
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUTAN APPROVED STORM WATER MANAGEMENT PERMIT"
FFE MAIN FLOOR=842.00
FFE BASEMENT=830.00
NOTE: METER AND RPZ BACKFLOW
PREVENTER LOCATED INSIDE BUILDING
(SEE MEP PLANS FOR CONTINUATION)
C.O.
C.O.
C.O.
S
T
ST
ST
ST ST
S
T
C.O.
C.O.C.O.ST
C.O.
C.O.
C.O.C.O.
C.O.C.O.C.O.
C.O.
C.O.
C.O.
C.O.
C.O.
C.O.
C.O.
C.O.
STC.O.
C.O.
C.O.
FFE = 839.64
FFE = 839.44
FF
E
=
8
3
9
.
4
4
6''W
S
10
'
5'
10
'
53'
25' D
.
E
.
/
A
.
E
.
25
'
D
.
E
.
/
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10'
10'
10
'
10'
10'
5'
5'
10
'
10
'
10'
10'
25
'
D
.
E
.
/
A
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.
C.O.
C.O.
E
E
FFE = 842.00
Job No.
Date:August 12, 2014
Scale:
Sheet:
68
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Title:
PR
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2013-1726
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ESSIONA L E N G INEER
INDIA N A
PAUL A J E A N GARTN
E
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PE 10809217
STATE OF
R E G ISTER
E
D
STR: 327 TO 300 PLAN VIEW
STR: 327 TO 300 PROFILE
HORIZ. SCALE: 1"=50'
0 25 50
SEE NOTE 7
GRANULAR BACKFILL
PROFILE LEGEND
DATUM
800
805
71
8
.
0
2+00 STATIONING
GROUND
EXISTING
PROPOSED
GRADE
EXISTING
GROUND
800
805
50250
HORIZ. SCALE: 1"=50'
432 510
VERT. SCALE: 1"=5'
C302
1" = 50'
STORM SEWER
PLAN & PROFILES
PROPOSED IMPROVEMENTS
STORM SEWER LEGEND
LINE TYPE / SYMBOL DESCRIPTION
SIZE AS SHOWN
SUB-SURFACE DRAIN (SSD)
SIZE AS SHOWN
STORM SEWER12''ST
STORM STRUCTURE No.100
RIM ELEVATION
INVERT ELEVATION821.50IE
RIM 825.50
BUILDING DOWNSPOUT
END SECTION
SEWER CLEANOUT
SOLID CASTING
D.S.
C.O.
D
BEEHIVE / YARD INLET
CATCH BASIN INLET
CURB INLET
see note 9 & 10
see note 10
see note 9
SIZE AS SHOWN
ROOF DRAIN COLLECTORRD
Job No.
Date:August 12, 2014
Scale:
Sheet:
68
9
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Title:
PR
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2013-1726
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ESSIONA L E N G INEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G ISTER
E
D
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
1.ALL STORM SEWER CONSTRUCTION SHALL CONFORM TO THE CURRENT STANDARDS AND GENERAL
SPECIFICATIONS OF THE AGENCY OR AGENCIES HAVING JURISDICTION OF THE STORM SEWER
SYSTEM AND CONSTRUCTION AREA.
2.ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS, STEPS AND PIPE CONNECTIONS
WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED.
3.ALL STRUCTURES (IE: MANHOLES, INLETS) SHALL HAVE POURED FLOW LINES AND BENCH WALLS.
THE FLOW LINES AND BENCHWALLS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED.
4.FIELD ADJUSTMENTS OF RIM ELEVATIONS OF STRUCTURES MAY BE REQUIRED TO MEET FIELD
CONDITIONS. MAXIMUM HEIGHT OF ADJUSTING RINGS SHALL NOT EXCEED 12 INCHES.
5.STORM STRUCTURES WITH INLET CASTINGS SHALL BE SET TO MAINTAIN A POSITIVE DRAINAGE
FLOW INTO THE STRUCTURE.
6.STORM PIPE INVERTS AT OUTLET STRUCTURES (IE: END SECTIONS), AND PIPE LENGTHS MAY
REQUIRE FIELD ADJUSTMENTS TO MEET ACTUAL FIELD CONDITIONS.
7.FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN (5) FEET OF ALL PAVED
AREAS, INCLUDING CURBS, EDGE OF PAVEMENT, AND SIDEWALKS.
8.PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND
INCLUDE END SECTIONS.
9.CASTINGS LOCATED WITHIN ASPHALT PAVEMENT AREAS SHALL INCLUDE A CONCRETE PAVED
COLLAR EXTENDING A MINIMUM OF 12 INCHES IN ALL DIRECTIONS FROM THE EDGE OF THE
CASTING PER THE DETAILS.
10.SUB-SURFACE DRAINS FOR ALL DRAINAGE INLET STRUCTURES LOCATED WITHIN PAVEMENT AREAS
IS DESIRED. UNDERGROUND DRAINAGE INTO CATCH BASIN STRUCTURES IS TO BE PROVIDED BY
INSTALLING 20' LENGTHS OF 4" DIAMETER PERFORATED PIPE TAPPED INTO THE INLET STRUCTURE.
FOUR (4) SUCH LENGTHS ARE TO BE PROVIDED, ONE IN EACH QUADRANT AROUND THE INLET.AT
CURB INLETS, ONE EACH IN 2 QUADRANTS AROUND THE INLET.
11.ALL STORM CASTINGS SHALL HAVE A "NO DUMPING, DRAINS TO WATERWAY" MESSAGE ON THEM.
12.ALL PROPOSED STORM SEWERS, DETENTION STRUCTURES, AND STORMWATER QUALITY
TREATMENT BMP'S ARE PRIVATE.
13.THE CONNECTION OF THE PROPOSED STORM SEWER TO AN EXISTING BRICK STRUCTURE MUST BE
DONE ACCORDING TO THE FOLLOWING CONDITIONS:
A.) REHABILITATE AND COAT THE ENTIRE INTERIOR OF THE MANHOLE WITH NON-SHRINK GROUT.
B.) AT THE POINT OF CONNECTION OF THE PROPOSED PIPE, PLACE A THREE FOOT (3') DIAMETER BY A
MINIMUM SIX INCH (6") THICK, 4,000 PSI CONCRETE COLLAR WITH 4x4x10 GAUGE WIRE MESH OVER
THE EXTERIOR OF THE MANHOLE.
C.) ONCE THE CORE HAS BEEN MADE, INSTALL A RUBBER BOOT.
SHOULD THE INTEGRITY OF THE MANHOLE BE COMPROMISED, THE ENTIRE STRUCTURE MUST BE
REPLACED WITH A STANDARD MANHOLE STRUCTURE IN ACCORDANCE WITH THE CITY OF
INDIANAPOLIS DEPARTMENT OF CAPITAL ASSET MANAGEMENT'S STORMWATER DESIGN AND
CONSTRUCTION SPECIFICATION MANUAL.
14. CONTRACTOR TO INSTALL RCP STORM PIPE LOCATED IN THE RIGHT-OF-WAY PER STANDARD
DRAWING DETAIL 10-28, SHEET C803.
15.THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED
BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS.DEVIATIONS 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 DEVIATION 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 10FPS OR GREATER,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.
STORM SEWER NOTES
STR: 302 TO 301 PROFILE STR: 332 TO 303 PROFILE STR: 333 TO 304 PROFILE
STR: 331 TO 308 PROFILESTR: 328 TO 307 PROFILE
FFE MAIN FLOOR=842.00
FFE BASEMENT=830.00
C.O.
C.O.
PROPOSED FOUR STORY
BUILDING W/ PARTIAL
BASEMENT
G
C.O.
ST ST
S
T
C.O.
C.O.C.O.ST
ST
ST
C.O.
C.O.
C.O.C.O.C.O.
ST
ST
C.O.
C.O.
ST
ST
C.O.
C.O.
C.O.
C.O.
ST
ST
ST
C.O.
C.O.
C.O.
C.O.C.O.C.O.
C.O.
C.O.
C.O.
C.O.
C.O.ST
C.O.
T
T
E
E
E
E
E
E
G
G
G
G
G
G
G
G
6''
W
6''W
6''
W
6''
W
6''
W
6''W
6''
W
6''
W
6''W
6''
W
C
C
C
C
C
C
C
FO
FO
FO
FO
FO
C.O.C.O.
C.O.
E
C.O.
FFE = 839.64
FFE = 839.64
206 LF
O
F
4
"
P
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C.O.C.O.
C.O.
5'
5'
5'
53'
30' D.E./A.E.
14.3'
10'C.O.
C.O.
W
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Job No.
Date:August 12, 2014
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STATE OF
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STR: 316 TO 312 PROFILE
PLAN VIEW
HORIZ. SCALE: 1"=50'
250 50
C303
1" = 50'
STORM SEWER
PLAN & PROFILES
Job No.
Date:August 12, 2014
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INDIA N A
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STATE OF
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STORM STRUCTURE DATA TABLE
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
1.ALL STORM SEWER CONSTRUCTION SHALL CONFORM TO THE CURRENT STANDARDS AND GENERAL
SPECIFICATIONS OF THE AGENCY OR AGENCIES HAVING JURISDICTION OF THE STORM SEWER
SYSTEM AND CONSTRUCTION AREA.
2.ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS, STEPS AND PIPE CONNECTIONS
WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED.
3.ALL STRUCTURES (IE: MANHOLES, INLETS) SHALL HAVE POURED FLOW LINES AND BENCH WALLS.
THE FLOW LINES AND BENCHWALLS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED.
4.FIELD ADJUSTMENTS OF RIM ELEVATIONS OF STRUCTURES MAY BE REQUIRED TO MEET FIELD
CONDITIONS. MAXIMUM HEIGHT OF ADJUSTING RINGS SHALL NOT EXCEED 12 INCHES.
5.STORM STRUCTURES WITH INLET CASTINGS SHALL BE SET TO MAINTAIN A POSITIVE DRAINAGE
FLOW INTO THE STRUCTURE.
6.STORM PIPE INVERTS AT OUTLET STRUCTURES (IE: END SECTIONS), AND PIPE LENGTHS MAY
REQUIRE FIELD ADJUSTMENTS TO MEET ACTUAL FIELD CONDITIONS.
7.FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN (5) FEET OF ALL PAVED
AREAS, INCLUDING CURBS, EDGE OF PAVEMENT, AND SIDEWALKS.
8.PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND
INCLUDE END SECTIONS.
9.CASTINGS LOCATED WITHIN ASPHALT PAVEMENT AREAS SHALL INCLUDE A CONCRETE PAVED
COLLAR EXTENDING A MINIMUM OF 12 INCHES IN ALL DIRECTIONS FROM THE EDGE OF THE
CASTING PER THE DETAILS.
10.SUB-SURFACE DRAINS FOR ALL DRAINAGE INLET STRUCTURES LOCATED WITHIN PAVEMENT AREAS
IS DESIRED. UNDERGROUND DRAINAGE INTO CATCH BASIN STRUCTURES IS TO BE PROVIDED BY
INSTALLING 20' LENGTHS OF 4" DIAMETER PERFORATED PIPE TAPPED INTO THE INLET STRUCTURE.
FOUR (4) SUCH LENGTHS ARE TO BE PROVIDED, ONE IN EACH QUADRANT AROUND THE INLET.AT
CURB INLETS, ONE EACH IN 2 QUADRANTS AROUND THE INLET.
11.ALL STORM CASTINGS SHALL HAVE A "NO DUMPING, DRAINS TO WATERWAY" MESSAGE ON THEM.
12.ALL PROPOSED STORM SEWERS, DETENTION STRUCTURES, AND STORMWATER QUALITY
TREATMENT BMP'S ARE PRIVATE.
13.THE CONNECTION OF THE PROPOSED STORM SEWER TO AN EXISTING BRICK STRUCTURE MUST BE
DONE ACCORDING TO THE FOLLOWING CONDITIONS:
A.) REHABILITATE AND COAT THE ENTIRE INTERIOR OF THE MANHOLE WITH NON-SHRINK GROUT.
B.) AT THE POINT OF CONNECTION OF THE PROPOSED PIPE, PLACE A THREE FOOT (3') DIAMETER BY A
MINIMUM SIX INCH (6") THICK, 4,000 PSI CONCRETE COLLAR WITH 4x4x10 GAUGE WIRE MESH OVER
THE EXTERIOR OF THE MANHOLE.
C.) ONCE THE CORE HAS BEEN MADE, INSTALL A RUBBER BOOT.
SHOULD THE INTEGRITY OF THE MANHOLE BE COMPROMISED, THE ENTIRE STRUCTURE MUST BE
REPLACED WITH A STANDARD MANHOLE STRUCTURE IN ACCORDANCE WITH THE CITY OF
INDIANAPOLIS DEPARTMENT OF CAPITAL ASSET MANAGEMENT'S STORMWATER DESIGN AND
CONSTRUCTION SPECIFICATION MANUAL.
14. CONTRACTOR TO INSTALL RCP STORM PIPE LOCATED IN THE RIGHT-OF-WAY PER STANDARD
DRAWING DETAIL 10-28, SHEET C803.
15.THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED
BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS.DEVIATIONS 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 DEVIATION 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 10FPS OR GREATER,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.
STORM SEWER NOTES
STR: 330 TO 305 PROFILE STR: 317 TO 319 PROFILESTR: 329 TO 310 PROFILESTR: 325 TO 324 PROFILE
STORM SEWER PIPE SCHEDULE
Up
Structure Pipe Material Down
Structure
Downstream
Pipe
Length Feet
Downstream
Pipe Slope
Downstream Pipe
Size Inches Up Invert Down Invert
STORM STRUCTURE DATA
STRUCTURE #Structure Type Rim/Grate
Elevation Depth Casting
NOTE: METER AND RPZ BACKFLOWPREVENTER LOCATED INSIDE BUILDING(SEE MEP PLANS FOR CONTINUATION)
S
T
ST
ST
ST
ST
ST ST
S
T
ST ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
S
10
'
5'
10
'
5'
5'5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
53'
25' D
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25'
D
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A
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10'
10'
10
'
10'
10'
30' D.E./A.E.
14.3'
10'
5'
5'
10
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10'
10'
25
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35' OF N.A.E. TO
BE VACATED
10
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END
100
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100
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100
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END
40' (TY
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100'
100'100'
END
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100
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100'
Job No.
Date:August 12, 2014
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INDIA N A
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PE 10809217
STATE OF
R E G ISTER
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C601
As Noted
MAINTENANCE
OF TRAFFIC PLAN
During the course of construction of this project the
contractor shall make every effort to keep one lane open
in each direction at all times. If a safe environment can
not be provided for motorists and constuction workers a
flagger and a 1 lane reduction may be used. There will
be no street closing.
NOTE:
28" X 10" METAL PLATE, COVERED WITH FEDERAL
ORANGE REFLECTIVE MATERIAL WITH BLACK
NUMERALS DESIGNATING PREDETERMINED
DISTANCE, MAY BE ATTACHED OVER THE WORD
"AHEAD" TO MORE SPECIFICALLY LOCATE THE
SUBJECT HAZARD.
TRAFFIC CONTROL LEGEND
CHANNELIZING DEVICE (DRUM)
NOTES:
STD. CONST. SIGN POST, SEE
DETAIL TR-5.
XG20-2 XW20-1, 48" x 48"
LOW INTENSITY FLASHER
XW21-5
XW20-1A 60" X 60"
TRAFFIC CONTROL OBJECTIVE
GENERAL NOTES
1. THE SPACING OF CHANNELIZING DEVICES (CONES, ETC.) SHOULD BE A DISTANCE IN FEET EQUAL TO THE
SPEED LIMIT IN MPH USED FOR TAPER CHANNELIZATION, AND A DISTANCE IN FEET EQUAL TO 2.0 TIMES THE
SPEED LIMIT IN MPH WHEN USED FOR TANGENT CHANNELIZATION.
ALTERMATIVELY, THE SPACING MAY BE AS FOLLOWS:
SPACING FOR STRAIGHT-A-WAYS:
- 20 TO 40 MPH: 1 CONE FOR EVERY 40' (EVERY SKIP)
- 40 TO 55 MPH: 1 CONE FOR EVERY 80' (EVERY OTHER SKIP)
- 60 MPH & ABOVE: 1 CONE FOR EVERY 120' (EVERY 3 SKIPS)
* THESE GUIDELINES ARE PER THE INDOT WORK ZONE SAFETY MANUAL.
2. FOR TEMPORARY LANE CLOSURES DURING DAYLIGHT HOURS, CONES OR TUBULAR MARKERS MAY BE USED IN
LIEU OF DRUMS.
3. THE FLASHING ARROW SIGN SHALL NOT BE PLACED ON A SIDEWALK. THE FLASHING ARROW SIGN SHALL BE
PLACED A DISTANCE OF L/3 FROM THE BEGINNING OF THE TAPER.
Reference the INDOT WORK ZONE SAFETY MANUAL
MAINTAINING OF TRAFFIC, AS PER PLAN
THE CONTRACTOR SHALL COORDINATE WITH INDIANA DEPARTMENT OF TRANSPORTATION AND THE CONTRACTOR OF THE
U.S. 31 CORRIDOR PROJECT BEFORE INSTILLATION OF THE MAINTENANCE OF TRAFFIC FOR THE WOODLAND TERRACE
PROJECT. THE CONTRACTOR SHALL COORDINATE SO THAT THE MAINTENANCE OF TRAFFIC FOR THIS PROJECT DOES NOT
INTERFERE WITH THE TRAFFIC OR CONSTRUCTION OF THE U.S. 31 CORRIDOR AND SO BOTH PROJECTS CAN RUN
SIMULTANEOUSLY WITHOUT INTERRUPTION. CONTRACTOR TO BE AWARE THAT THERE WILL BE A CLOSURE TO SMOKEY
ROW ROAD FOR A DURATION OF 60 DAYS AT SOME TIME IN THE 2014 CALENDAR YEAR. CONTRACTOR TO VERIFY THIS TIME
FRAME AND PLAN ACCORDINGLY.
A MINIMUM OF TWO-WAY, ONE LANE TRAFFIC SHALL BE MAINTAINED AT ALL TIMES ON SMOKEY ROW ROAD AND
PRO MED DRIVE. THE ROADWAY IS TO BE FULLY OPEN TO TRAFFIC OUTSIDE OF THE HOURS OF 9:00 AM TO
3:00 PM.
DURING THE CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND PROTECTING
THE PEDESTRIAN AND VEHICULAR TRAFFIC AT ALL TIMES ON ALL STREETS INVOLVED AND PROVIDING ACCESS
TO ALL RESIDENTIAL AND COMMERCIAL ESTABLISHMENTS ADJACENT TO THE CONSTRUCTION AREA.THE
CONTRACTOR SHALL FURNISH AND MAINTAIN SIGNAGE,BARRICADES,FLARES,ETC.,IN ACCORDANCE WITH
INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND THE INDOT WORK ZONE SAFETY MANUAL.THE
SIGNAGE, BARRICADES, ETC., MUST BE IN GOOD CONDITION.
THE CONTRACTOR SHALL CONDUCT HIS WORK IN SUCH MANNER AS NOT TO UNDULY OR UNNECESSARILY
RESTRICT OR IMPEDE NORMAL TRAFFIC THROUGH THE STREETS OF THE COMMUNITY.INSOFAR AS IT IS
PRACTICABLE,DO NOT LOCATE EXCAVATED MATERIAL AND SPOIL BANKS IN SUCH MANNER AS TO OBSTRUCT
TRAFFIC.KEEP THE TRAVELED WAY OF ALL STREET,ROADS,AND ALLEYS CLEAR AND UNOBSTRUCTED INSOFAR
AS IS POSSIBLE.DO NOT USE STREETS,ROADS,OR ALLEYS FOR THE STORAGE OF CONSTRUCTION MATERIALS,
EQUIPMENT SUPPLIES,OR EXCAVATED EARTH,EXCEPT WHEN AND WHERE NECESSARY.IF REQUIRED BY DULY
CONSTITUTED PUBLIC AUTHORITY,THE CONTRACTOR SHALL,AT HIS OWN EXPENSE,CONSTRUCT BRIDGES OR
OTHER TEMPORARY CROSSING STRUCTURES OVER TRENCHES SO AS NOT TO UNDULY RESTRICT TRAFFIC.
SUCH STRUCTURES SHALL BE OF ADEQUATE STRENGTH AND PROPER CONSTRUCTION AND SHALL BE
MAINTAINED BY THE CONTRACTOR IN SUCH MANNER AS NOT TO CONSTITUTE AN UNDUE TRAFFIC HAZARD.
PRIVATE DRIVEWAYS SHALL NOT BE CLOSED,EXCEPT WHEN AND WHERE NECESSARY,AND THEN ONLY UPON
DUE ADVANCE NOTICE TO THE ENGINEER AND FOR THE SHORTEST PRACTICABLE PERIOD OF TIME,CONSISTENT
WITH EFFICIENT AND EXPEDITIOUS CONSTRUCTION.THE CONTRACTOR SHALL BE LIABLE FOR ANY DAMAGE TO
PERSONS OR PROPERTY RESULTING FROM HIS WORK.
THE CONTRACTOR SHALL PLACE SUFFICIENT LIGHTS ON OR NEAR THE WORK AND KEEP THEM ILLUMINATED
DURING PERIODS OF CONSTRUCTION AND REDUCED VISIBILITY (FROM TWILIGHT IN THE EVENING UNTIL
SUNRISE)AND SHALL BE HELD RESPONSIBLE FOR ANY DAMAGES THAT ANY PARTY OR THE OWNER MAY SUSTAIN
IN CONSEQUENCES OF NEGLECTING THE NECESSARY PRECAUTION IN PROSECUTING THIS WORK.
THE ROADWAY SHALL NOT BE OPENED TO TRAFFIC UNTIL PERMANENT TRAFFIC CONTROLS ARE IN PLACE,OR
UNTIL TEMPORARY TRAFFIC CONTROLS,APPROVED BY THE ENGINEER,ARE INSTALLED.THE CONTRACTOR
ASSUMES ALL LIABILITY FOR THE PREMATURE REMOVAL OF TEMPORARY TRAFFIC CONTROLS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REINSTALLATION AND/OR REPLACEMENT OF ALL
PERMANENT TRAFFIC CONTROL DEVICES DAMAGED OR REMOVED DURING THE CONSTRUCTION.PERMANENT
TRAFFIC CONTROL THAT IS NO LONGER IN CONFLICT WITH TEMPORARY TRAFFIC CONTROL SHALL BE REPLACED
IMMEDIATELY.THE CONTRACTOR SHALL ASSUME ALL LIABILITY FOR MISSING,DAMAGED AND IMPROPERLY
PLACED TRAFFIC CONTROL DEVICES.
THE CONTRACTOR SHALL PROVIDE A 24 HOUR CONTACT WHO WILL BE RESPONSIBLE FOR MAINTENANCE OF
TRAFFIC FOR THE DURATION OF THE PROJECT.
CONSTRUCTION OPERATIONS SHALL NOT BEGIN UNTIL ALL TEMPORARY TRAFFIC CONTROL DEVICES ARE IN
PLACE AND APPROVED BY THE ENGINEER AND THE CITY OF CARMEL.
ACCESS TO ALL ADJOINING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES.ACCESS FOR MAIL DELIVERY,
EMERGENCY AND SERVICE VEHICLES SHALL NOT BE DISRUPTED.THE CONTRACTOR SHALL COORDINATE
CONSTRUCTION ACTIVITIES WITH THE ENGINEER AND THE OWNERS OF THE ABUTTING PROPERTIES IN ADVANCE
(10 DAYS) OF ANY OPERATIONS WHICH AFFECT ACCESS.
MAINTENANCE OF ALL TRAFFIC CONTROL DEVICES INCLUDING DRUMS,SIGNS,BARRICADES,SIGN BOARDS,
DETOUR SIGNAGE, ETC., SHALL BE THE CONTRACTOR'S RESPONSIBILITY.
DRUMS SHALL BE PLACED AS SHOWN IN THE GENERAL NOTES BELOW.
ALL TRENCHES SHALL BE BACKFILLED OR SECURELY PLATED DURING ALL NIGHTTIME AND NON-WORKING
HOURS.
STEADY-BURNING TYPE "C" LIGHTS SHALL BE REQUIRED ON ALL BARRICADES IN USE AT NIGHT. ALL ADVANCE
SIGNING SHALL BE EQUIPPED WITH TYPE "A" FLASHING LIGHTS AND (2) ORANGE FLAGS (24"X24"). LIGHTS ARE
NOT REQUIRED ON SIGNS IN PLACE DURING DAYLIGHT HOURS.
THE SAFETY OF PEDESTRIAN TRAFFIC SHALL BE CONSIDERED AT ALL TIMES IN THE PROVISION OF TRAFFIC
CONTROL DEVICES REQUIRED BY THESE PLANS AND NOTES.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO PROVIDE LIGHTS,SIGNS,BARRICADES,AND OTHER WARNINGS TO PHYSICALLY SEPARATE THE PEDESTRIAN
FROM HAZARDS INCIDENTAL TO THE CONSTRUCTION OPERATIONS SUCH AS ANCHOR BOLTS,OPEN
EXCAVATIONS, ETC.
FOR AREAS ADJACENT TO VEHICULAR TRAFFIC, OPEN TRENCH SHALL BE ADEQUATELY MAINTAINED AND
PROTECTED WITH THE PROPER TRAFFIC CONTROL DEVICES AT ALL TIMES. PLACEMENT OF SUBBASE AND BASE
MATERIAL SHALL FOLLOW CLOSELY AS POSSIBLE BEHIND EXCAVATION OPERATIONS. THE LENGTH OF TRENCH
WHICH IS OPEN AT ANY ONE TIME SHALL BE HELD TO A LENGTH THAT CAN BE BACKFILLED DURING NIGHTTIME
AND NON-WORKING HOURS.
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
XG20-7
1. 1. 48-HOUR NOTICE IS REQUIRED TO THE DEPARTMENT OF ENGINEERING. BPW
APPROVAL IS REQUIRED FOR ANY CLOSURES LASTING LONGER THAN 15-MINUTES. IF
THERE ARE FREQUENT 15-MINUTE CLOSURES, THEN BOARD APPROVAL SHALL BE
SOUGHT.
2. ALL TRAFFIC CONTROL SIGNS, BARRICADES AND CHANNELIZING DEVICES ARE TO
MEET I.N.D.O.T. STANDARDS AND AASHTO MANUAL FOR ASSESING SAFETY HARDWARE
(MASH) REQUIREMENTS.
TABLE I: SIGN SPACING (FEET)
25-30 35-40 45-55 Multilane Divided Espressway/
mph mph mph 50 mph or higher Freeway
A 100 350 500 1000 1000
B 100 350 500 1600 1600
C 100 350 500 2640 2640
Reference the INDOT WORK ZONE SAFETY MANUAL
Job No.
Date:August 12, 2014
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2013-1726
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4
6
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3
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FI
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ESSIONA L E N G INEER
INDIA N A
PAUL A J E A N GARTN
E
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PE 10809217
STATE OF
R E G ISTER
E
D
SCALE: NONE
NOTE: ONE IN EIGHT ACCESSIBLE SPACES SHALL BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE.
COMPLYING WITH ANSI 4.28.8. SIGNS SHALL
2440mm
ACCESSIBLE PARKING SPACE
SEE SITE PLAN FOR ACTUAL DIMENSIONS
**5'-0" MIN. AISLE FOR REGULAR SPACE
**8'-0" MIN. AISLE FOR VAN ACCESSIBLE SPACE
2440mm 1525mm
**AISLE
INTERNATIONAL
4" WIDE BLUE
PAINT STRIPES
(TYP.)
IN THE SPACE.
NOT BE OBSCURED BY A VEHICLE PARKED
INTERNATIONAL SYMBOL OF ACCESSIBILITY
IDENTIFIED BY A SIGN SHOWING THE
ACCESSIBLE PARKING SPACES SHALL BE
AC-1
SYMBOL OF
ACCESSIBILITY; BLUE
SCALE: NONE
4"4" COMPACTED #53
CRUSHED AGGREGATE
PREPARED SUBGRADE
WIDTH PER PLAN
PREPARED SUBGRADE
COMPACTED PER SPECIFICATIONS
COMPACTED PER SPECIFICATIONS
4" COMPACTED #53
CRUSHED AGGREGATE
PA-2
THICKEN CONCRETE AT
CONCRETE PAVEMENT
PLAIN
6" PORTLAND CEMENT CONCRETE
4000 PSI W/ FIBER REINFORCEMENT
4"2"
TERMINAL EDGE
24"
4000 PSI W/ FIBER REINFORCEMENT
6" PORTLAND CEMENT CONCRETE
REINFORCED
WIDTH PER PLAN
THICKEN CONCRETE AT
6x6 10/10 WWM
24"
2"
TERMINAL EDGE
PAVEMENT EDGES AND
WHERE PAVEMENT ABUTS
ASPHALT PAVING
PAVEMENT EDGES AND
WHERE PAVEMENT ABUTS
ASPHALT PAVING
CONCRETE JOINT DETAILS
KEYWAY FORMED BYFASTENING KEY TO FORM
FILL WITH JOINT SEALER
SAWCUT 1/4" CONTROL JOINT
BACKER ROD
1/2" PREFORMED JOINT FILLER
NOTE: PROVIDE WHERE SHOWN ON PLANS AND WHERE
PAVEMENT ABUTS A VERTICAL SURFACE, BUILDING
FOUNDATION, EXISTING OR PROPOSED PAVEMENTS,
CURBS AND WALKS.
PA-2B
EXPANSION JOINTEJ
JOINT SEALANT
CONTROL JOINTCJ
1/2"
KEYWAY JOINT
D
KJ
d d/4
D/3
1/4"
d/10
1"
1/8"RADIUS
SCALE: NONE
PA-4 COMBINED WALK AND CURB
SCALE: NONE
COMPACTED SUBGRADE - THE UPPER 6" SHALL COMPLY WITH THE DENSITY REQUIREMENTS OF THE
CONTRACT IMMEDIATELY PRIOR TO PLACING THE MATERIAL THEREON. ALL SOFT, YIELDING OR OTHER
UNSUITABLE MATERIAL, WHICH CANNOT BE COMPACTED ATISFACTORILY, SHALL BE REMOVED. ALL
ROCK ENCOUNTERED SHALL BE REMOVED OR BROKEN OFF AT LEAST 6" BELOW THE SUBGRADE
SURFACE. ANY HOLES OR DEPRESSIONS RESULTING FROM THE REMOVAL OF UNSUITABLE MATERIAL,
SHALL BE FILLED WITH SATISFACTORY MATERIAL AND COMPACTED TO CONFORM WITH THE
SURROUNDING SUBGRADE SURFACE.
PROVIDE 1/4" WIDE, 1" DEEP TRANSVERSE SCORED JOINTS AS SHOWN ON SITE PLAN OR AT
INTERVALS NOT TO EXCEED THE WIDTH OF THE WALK. EXTEND TRANSVERSE JOINTS THROUGH
CURB TOP AND FACE.
VARIES
(SEE PLANS)
6"
2.
1.
6"
16
"
6"
1/4"
WIDE
TOOLED
JOINT
1" RADIUS
TOOLED EDGE
PAVEMENT
SLOPE 1/4" PER 1'-0"
GRANULAR
BACKFILL
4"
TRANSVERSE
MEDIUM
BROOM FINISH
4"
PORTLAND CEMENT
CONCRETE
AC-2 SCALE: NONE
1'
-
1
1
"
4"
SURFACE MOUNT
16"
BASECONCRETE
4"
* POST TO BE
SLOPED
ACCESSIBLE PARKING SIGN DETAIL
FINISHED GRADE
12"
BELOW SURFACE MOUNT
PRE-PAINTED GALVANIZED STEEL
18
"
SLOPED
18
"
CONCRETE
4"4"
1"
ACCESSIBLE
* CHANNEL POST(2#/Ft.) 8'-10" LONG
ACCESSIBLEFACEMATERIAL
Alum.80 Ga.
6"
VAN
PARKING
REFLECTIVE
WHITE
6'
-
0
"
FINISHED
mi
n
.
18
"
BLUE
12"ACCESSIBLE PARKING SPACES SHALL BE IDENTIFIED BY
A SIGN SHOWING THE INTERNATIONAL SYMBOL OF
ACCESSIBILITY COMPLYING WITH ANSI 4.28.8. SIGNS
SHALL
NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE.
ANSI 4.28.5 FINISH AND CONTRAST THE CHARACTERS,
SYMBOLS AND BACKGROUND OF SIGN SHALL BE
EGGSHELL, MATTE, OR OTHER NON-GLARE FINISH.
CHARACTERS AND SYMBOLS SHALL CONTRAST WITH
THEIR BACKGROUND, WITH EITHER LIGHT CHARACTERS ON
A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT
BACKGROUND.
SPACES COMPLYING WITH 4.1.2(5)(b) SHALL HAVE AN
ADDITIONAL SIGN "VAN-ACCESSIBLE" MOUNTED
BELOW THE SYMBOL OF ACCESSIBILITY.
GRADE
NOTE: ONE IN EIGHT ACCESSIBLE SPACES
SHALL BE VAN ACCESSIBLE, BUT NOT LESS
THAN ONE.
MOUNT OPTIONS
AC-4 ENTRANCE CURB RAMP TYPE 1
SCALE: NONE
8'-0"
m
i
n
.
B
12:1
12:1
B
4'-0" min.
6'-0" min.
Slope 12:1 max.1
SECTION B-B
2
1
6
7
A
A
SECTION A-A
Sidewalk less
than 6'-0"
Curb Ramp
slope 50:1 max.Pavement
NOTES:
4"
7
1
3
1'
-
3
"
m
i
n
.
6"
6"
RAMP
Slope 12:1
PAVEMENT
Integrall CurbSetting bed
Concrete Base
Detectable warning elements
RAMP CONSTRUCTION DETAIL
Sidewalk
12:1
2'-0"
1
6'-0" min.
Slope 12:1 max.
SidewalkSidewalk
0.
3
"
2"2"2"
DETAIL OF RAMP GROOVES
Sidewalk
1. These dimensions are based on a 6in. curb height. They shall be proportionately adjusted for other curb heights.
2. Where site infeasibility precludes construction to the width shown, such width may be decreased to a minimum of 3'-0".
3. The bottom edge of the curb ramp shall be flush with the edge of adjacent pavement and gutter line.
4. Landing areas at the top of curb ramps shall have maximum cross slope of 50:1 in any direction. When site infeasibility
precludes a landing slope of 50:1 in any direction, the slope perpendicular to the curb shall not exceed 50:1.
5. If site infeasibility precludes construction to the width shown, the landing width may be decreased to 3'-0" minimum. The
running slope of the curb ramp may be steepened to a maximum of 10:1 for a maximum 6 in. rise.
6. Drainage inlets should be located uphill from curb ramps to prevent puddles at the path of travel.
7. Algebraic difference in grade between the base of curb ramp and the gutter shall be limited to less than 11%. If it is not
practical, a 2'-0" wide level strip shall be provided. See detail sketch.
2'-0"
5% maximum8.33% maximum
8.33% + 5% = 13.33% > 11%
Provide curb as required,
may be monolithic with
level strip.
Provide 2'-0" level strip
if algebraic difference
exceeds 11%
CHANGE OF GRADE
Sid
e
w
a
l
k
s
l
o
p
e
5
0
:
1
m
a
x
.
Prepared Subgrade
max
.
Sidewalk
SEE PLAN
GENERAL NOTES:
1. These dimensions are based on a 6in. curb
height. They shall be proportionately adjusted for
other curb heights.
2. Where site infeasibility precludes construction
to the width shown, such width may be
decreased to a minimum of 3'-0".
3. The bottom edge of the curb ramp shall be
flush with the edge of adjacent pavement and
gutter line.
4. Landing areas at the top of curb ramps shall
have maximum cross slope of 50:1 in any
direction. When site infeasibility precludes a
landing slope of 50:1 in any direction, the slope
perpendicular to the curb shall not exceed 50:1.
5. If site infeasibility precludes construction to the
width shown, the landing width may be
decreased to 3'-0" minimum. The running slope
of the curb ramp may be steepened to a
maximum of 10:1 for a maximum 6 in. rise.
6. Drainage inlets should be located uphill from
curb ramps to prevent puddles at the path of
travel.
7. See Standard Drawing E-604-SWCR-12 for
improved access on narrow sidewalks.
8. Algebraic difference in grade between the
base of curb ramp and the gutter shall be limited
to less than 11%. If it is not practical, a 2'-0" wide
level strip shall be provided. See detail sketch.ALTERNATE CURB CONSTRUCTION
BRICK SURFACE CONSTRUCTION
IN DETECTABLE WARNINGS
TRUNCATED DOMES USED
CHANGE OF GRADE
DETAIL OF RAMP GROOVES
2"2"2"
0.3"
Provide 2'-0" level strip
if algebraic difference
exceeds 11%
Provide curb as required,
may be monolithic with
level strip.
8.33% + 5% = 13.33% > 11%
8.33% maximum 5% maximum
2'-0"
SQUARE PATTERN
1.6"-2.4"1.6"-2.4"
a
a
0.4"
-0.9"
0.9"-1.4"
Section a-a
0.2"
Detectable warning brick
Brushed sand mixture
Setting bed
Concrete base
PAVEMENT
Slope 12:1
Slope 12:1
PAVEMENT
#5 spa @ 18"
Construction of curb if
separated from ramp
1'-6"
6"
AC-5 SIDEWALK CURB RAMPS GENERAL NOTES and DETAILS
INDOT 604 SWCR-02 SCALE: NONE
1. The curb ramp type includes the ramp and
flared sides as indicated by the hatched lines on
the details. A top level landing for every curb
ramp shall be provided.
2. For details of sidewalk curb types see
Standard Drawings E 604-SWCR-03 to -11.
3. The curb ramps shall be placed within the
marked crosswalk area.
4. Flared sidewalk curb ramp next to utilty strip
shall be sodded.
5. See General Notes at right.
NOTES:
AC-3
RAMP SLOPEMax. 1" PER FOOT
ACCESSIBLE PARKING W/ DEPRESSED CURB RAMP
6" CURB
SECTION B-B
Max. 1" PER FOOTRAMP SLOPE
SCALE: NONE
CURB AND WALK
6" MONOLITHIC
FACE OF CURB
FACE OF CURB
Max. 1" PER FO
O
T
SECTION A-A
4"ASPHALT
6"
DETECTABLE WARNING SURFACE
6' (TYP.)
6'PER ANSI A117.1
PLAN
6'
6" CURB
(1 SIGN PER SPACE)
COMBINED WALK
"B"
PE
R
P
L
A
N
6" CURB
B
& CURB
Max. 1" PER FOOT
RAMP SLOPE
RA
M
P
S
L
O
P
E
EDGE OF PVMT
Max. 1" PER FOOT
RAMP SLOPE
"A"
1%
"A"
SIDEWALK
1/
4
"
P
E
R
F
t
.
"B"
8'-0'' STRIPED VAN SPACE
5'-0'' STRIPED REGULAR SPACE
8'-0'' ACCESSIBLE SPACE
STRIPE (TYP.)
4" BLUE PAINT
ISOMETRIC
OF ACCESSIBILITY; BLUE
INTERNATIONAL SYMBOL
WHEEL STOP A
1
8
'
-
0
'
'
L
E
N
G
T
H
STRIPE (TYP.)
4" BLUE PAINT
B
A
6"
SCALE: NONE
TOP OF 6" CURB2' TAPER
CURB END TRANSITION
PVMT. ELEVATION
PVMT. SURFACE
2"
CU-6
1" HMA SURFACE
(1" #11 H.A.C. SURFACE)
2" HMA INTERMEDIATE
SCALE: NONE
6" COMPACTED #53 STONE
(2" #9 H.A.C. BINDER)
8" COMPACTED #53 STONE
1" HMA SURFACE
(1" #11 H.A.C. SURFACE)
4" HMA INTERMEDIATE
(4" #9 H.A.C. BINDER)
S
PREPARED SUBGRADE
COMPACTED PER SPECIFICATIONS
H
PREPARED SUBGRADE
COMPACTED PER SPECIFICATIONS
HEAVY DUTY SECTION
STANDARD DUTY SECTION
TYPICAL ASPHALT PAVEMENT SECTIONSPA-1
C801
As Noted
SITE DETAILS
24
"
24"
SPACE
SCALE: NONE
PAVEMENT MARKINGS
24
"
4" SOLID WHITE LINE PAVEMENT MARKINGS
4" SOLID BLUE LINE PAVEMENT MARKINGS FOR ADA ISLANDS
PAINTED ISLANDS
PA-7A
PAINTED CROSSWALKS
24" SOLID WHITE LINE BARS WITH 24" SPACES
4"MIN. 8" MAX
4"-6"
4"-6"
DOUBLE YELLOW PAVEMENT STRIPING LINES
DOUBLE SOLID YELLOW LINE PAVEMENT MARKINGS FOR MEDIAN STRIPING
TURN LANE AND RIGHT TURN LANE CONFIGURATION, AND PARKING STALLS.
4" SOLID WHITE LINE PAVEMENT MARKINGS ARE TO BE USED FOR EACH LEFT
24" WHITE
STRIPE
SOLID WHITE PAVEMENT STRIPING LINES
4"
PAVEMENT MARKING-STOP BAR
(SEE SITE PLAN)
VARIES
12
"
-
2
4
"
WI
D
T
H
T
O
M
A
T
C
H
W
A
L
K
SCALE: NONE
24" min.
CONCRETE COLLAR FOR CASTINGS WITHIN ASPH.
6" min.
PA-10
SECTION A-A
CONCRETE COLLAR
ROUND CASTING
CASTING
SQUARE CASTING
CONCRETE 24" min.
WITHIN ASPHALT AREAS
CONCRETE COLLAR
CJCJ
CONTROL JOINTS
CJCJ
PVMT.
CU-8A CONCRETE FLUSH CURB* 1/2" EXPANSION JOINT REQ'D WHERE
CURB ABUTS CONCRETE WALK OR PAVEMENT
TOOLED EDGE
PAVERS
22
"
(
T
Y
P
.
)
TOP-OF-CURB
FLUSH W/PVMT
6"
EJ*
#5 REBAR 1'-6" LONG
W/ 3/4" HOLE CAST
1" BEVELLED EDGE
SCALE: NONE
2'-0"
(4000 PSI.)
HOLE CAST
6'-0" M
i
n
.
CU-16
6"
EDGE
O
F
P
A
V
E
M
E
N
T
#5 REBAR 1'-6" LONG W/ 3/4"
PRECAST CONC. PARKING BARRIERS
CONCRETE PARKING BUMPER
SCALE: NONE
NEW PAVEMENT TO EXISTING PAVEMENT DETAILPA-1X
EXIST. PVMNT.
2'-0" (MIN.)
LINE OF SAWCUT
NEW ASPHALT PAVEMENT SECTION
REFER TO PLANS FOR SECTION
PRIME COAT
MILL 1"-2" OF EXIST. PAVEMENT
TO RECEIVE NEW SURFACE
SCALE: NONE
CONCRETE FILLED BOLLARDMI-1A
3'
4"6"
CONCRETE FILLEDPAINTED YELLOW
4"
AROUND BASE.
CONCRETE POURED
TOP OF GROUND/SURFACE
CONED TOP
4'
6" STEEL POST
(1 5/8" OD)
LOOP CAP
LINE POSTCHAIN LINK FABRIC,
LINE POST
LINE POST TIE
TOP RAIL
ROUND END & TERMINAL POST
POST TOP
RAIL TIE
KNUCKLED
BOTTOM SELVAGE
TENSION BAR
(2 3/8" O.D.)
SCALE: NONE
FENCE SECTIONFE-01
NOTE: THE FENCE COLOR TO BE DETERMINED BY OWNER
(1 5/8" O.D.)
TENSION BANDS WIRE FABRIC(MIN. 12 1/2 GAGE)
CONCRETE FOUNDATION
CU-15 CONCRETE GUTTERSCALE: NONE
COMPACTED STONE BASE
T.C. ELEV.
NOTE: SAWCUT CONTROL JOINTS
10" O.C. AND AT ENDS OF ALL
RADIUS RETURNS.
TOP SOIL
BACKFILL 18"
6"
1"R
12"
18"6"
BACKFILL
TOP SOIL
NOTE: PAVEMENT SECTIONS TO BE VERIFIED BY THE GEOTECHNICAL ENGINEER BEFORE CONSTRUCTION.
Job No.
Date:August 12, 2014
Scale:
Sheet:
68
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2013-1726
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ESSIONA L E N G INEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G ISTER
E
D
C802
As Noted
STANDARD DETAILS
CITY OF CARMEL"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
Job No.
Date:August 12, 2014
Scale:
Sheet:
68
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Title:
PR
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F
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Kn
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2013-1726
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ESSIONA L E N G INEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G ISTER
E
D
C803
As Noted
STANDARD DETAILS
CITY OF CARMEL"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
Job No.
Date:August 12, 2014
Scale:
Sheet:
68
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P
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Title:
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2013-1726
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ESSIONA L E N G INEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G ISTER
E
D
C804
As Noted
STANDARD DETAILS
CITY OF CARMEL
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
Job No.
Date:August 12, 2014
Scale:
Sheet:
68
9
P
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Title:
PR
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Kn
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2013-1726
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ESSIONA L E N G INEER
INDIA N A
PAUL A J E A N GARTN
E
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PE 10809217
STATE OF
R E G ISTER
E
D
'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
4" BEDDING
MIN. 1.25 Bc+12"
Bc
L
SIMILAR STRUCTURE
CURB, GUTTER OR
EDGE OF PAVEMENT,
12"
IN
I
T
I
A
L
BA
C
K
F
I
L
L
HAUNCHING
(Bc/2)
BA
C
K
F
I
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L
FI
N
A
L
SCALE: NONE
PLASTIC PIPE (PVC AND HDPE) TRENCH DETAILST-3A
#8 CRUSHED STONE OR
APPROVED EQUIV. CLASS I
MATERIAL COMPACTED
INTO PLACE
'L' GREATER THAN 5 FT.:
REGULAR BACKFILL
NOTES:
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.
**UNLESS MORE
STRINGENT
REQUIREMENT
INCLUDED IN
SPECIFICATIONS
GASKET DETAIL
4"-12"
1/2"
RING OR FLANGE OF CASTING.
PRECAST CONCRETE ADJ.
PLAN VIEW
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 RINGSCALE: NONECA-1
SCALE: NONECA-2 SOLID LID CASTING SETTING DETAIL
WITHIN ASPHALT AREASCONCRETE COLLAR
12" min.
NEENAH FOUNDRY CO.
NEENAH R-1772-A SERIES
MANHOLE FRAMES, SOLID LID
NEENAH WIS.
E
C
SECTION "A-A"
A
B
D
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
7
H RIM ELEVATION
** - 6" FLATTOP REQUIRED
* - 4" FLATTOP REQUIRED
MANHOLEBOX INLET
SIDE STRUCTURES
E"F"H"G"C"D"B"A"DESCRIPTION
FRONT
CASTING
R-3405 INLET
INLETR-3472
624.75 2232.75 23.63 32.75 24.75 23.63
21.7522Ø3421.75342022Ø8
A, A-M, B*, E*, J*MANHOLE**
A, A-M, B*, E*, J*MANHOLE**
CONCRETE
COLLAR
CONCRETE COLLAR
ASPHALT SETTING
12" min.
6" min.CONC. COLLAR
0.10'
E
D
G
F
C
A
B
CJ CJ
CJCJ
CA-5 RECTANGULAR INLET CASTING SETTING DETAIL
SCALE: NONE
SCALE: NONECA-9 DITCH GRATE CASTING SETTING DETAIL
NEENAH R-4342 RIM ELEVATION
33'Ø
23"Ø
5 1/4"
24"
MANHOLEA-M, B*, E*, J*
STRUCTURES
BOX INLET MANHOLE
* - 4" FLATTOP REQUIRED
C805
As Noted
STORM SEWER
DETAILS
A
12" min.
D
B
A
SECTION "A-A"
C
E
A
A
6" min.
CONC. COLLAR0.10'CONCRETE COLLAR
MANHOLEA-M, B*, E*, J*
MANHOLEA-M, B*, E*, J*
624Ø20Ø32Ø 22Ø
26Ø36Ø2428.5Ø 7R-2501 INLET
R-2535 INLET
MANHOLEBOX INLET
STRUCTURES
E"C"D"B"A"DESCRIPTION
FRONT
CASTING
* - 4" FLATTOP REQUIRED
RIM ELEVATION
SCALE: NONEROUND INLET CASTING SETTING DETAILCA-6
WITHIN ASPHALT AREASCONCRETE COLLAR
A
SCALE: NONECA-4 CHAIRBACK CURB CASTING SETTING DETAIL
TOP OF CURB
G
F
E
D
C
A
B
H
0.10'
5.00'typ.
MANHOLE**B*, J
MANHOLE**A, A-M, B*, E*, J*
14+35.25 32.8845 34.63 32.38 22.13 15.63
15.6322.883421.6334202214CHAIRBACKR-3286-8V
R-3287-10V CHAIRBACK
MANHOLEBOX INLET
SIDE STRUCTURES
E"F"H"G"C"D"B"A"DESCRIPTION
FRONT
CASTING
** - 6" FLATTOP REQUIRED
* - 4" FLATTOP REQUIRED
T
B
0.00
-0.50
RIM ELEVATION
Job No.
Date:August 12, 2014
Scale:
Sheet:
68
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INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G ISTER
E
D
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
6" OF #2 OR #8 STONE
ST-1 BOX INLET DETAIL
SCALE: NONE
BOX INLET SCHEDULE
MAX PIPEABINLET TYPE
TYPE A
TYPE AM
TYPE B
*
*
TYPE E,F
TYPE J,M
*
*
TYPE S,T
30" 46"
24" 24"
22" 22"
30" 30"
24" 36"
15" 61"
* -PRECAST ADJUSTING SECTIONS AVAILABLE
6"6"
6"
A
B
OU
T
L
E
T
PI
P
E
6"
11
"
8"
3"
A
DI
A
.
0" 36"
18" 27"
21" 21"
15" 15"
18" 18"
21" 21"
6"
M
I
N
.
6"
M
I
N
.
4.
0
'
M
A
X
.
RIM ELEVATION
SSD
SEE STORM STRUCTUREDATA TABLE FOR CASTING
12"
6"
FLUME
VARIABLE HEIGHT RETAINING WALL
RETAINING WALL
FLUME
RIPRAP
6"
6"
18"5'
CONCRETE GUTTER/FLUME DETAIL
SCALE: NONE
ELEVATION - FRONT VIEW
PLAN VIEW
ELEVATION - SIDE VIEW
VARIABLE HEIGHT
RETAINING WALL
24"
6"
6"
1'
5'
18"
12" FLUME
#8 STONE
MIN. 6"
6" DUAL WALL HDPE
PERFORATED PIPE
NON-WOVEN GEOTEXTILE WRAP,
OVERLAP ON TOP FULL WIDTH
FRENCH DRAIN DETAIL
SCALE: NONEFD-1
CG-1
CA-10 (MARION COUNTY)SCALE: NONE
FLUSH WITH SURFACE
2" LETTERS, RECESSED,
MACHINED BEARING SURFACE
A
NEENAH R-1077-A COVERA
WITH NEENAH R-1712-B-SPFRAME WITH SELF-SEALING
RMOTS REWES
SILOANPIDAINFOYTIC
APPLICATION OR EQUAL
STORM SEWER MANHOLE FRAME AND COVER
22 3/4"
21"
26"
34" or 36"
( DEPENDENT UPON O.D.
OF RING SECTION IN USE)
SECTION "A-A"
1"
7"
o
r
9
"
APPLICATION
"SELF-SEALING"
1
3
/
4
"
6"
PICKHOLES @ 180°(N9204-A OR CITYAPPROVED EQUAL
2 CONCEALED
RIM.= TOP OF CASTING ELEVATION
RIM ELEVATION
SCALE: NONE
SEWER CLEANOUT (END OF LINE)ST-6
6"R
8"
MATERIAL UNDER
COMPACTED GRANULAR
BACKFILL WITH
MATERIAL FOR
SELECT EXCAVATED
BACKFILL WITH
UNPAVED AREASPAVEMENT AREAS
8" CONC.
COLLAR IN
PVMT AREAS
CAST IRON FRAME AND LID
(NEENAH R-1976)
INSTALLED FLUSH WITH
GRADE IN PAVEMENT
AREAS
PAVEMENT
GRASS
PVC PLUG
INSTALLED FLUSH
W/ GRADE IN GRASS
AREAS
UP TO 6" DIAMETER
SIZE AS SEWER
EXTENSION SAME
BEND
LONG RADIUS 90°
2 - 45° BENDS OR
PVC PLUG
INSTALLED FLUSH
W/ GRADE IN GRASS
AREAS
GRASS
PAVEMENT
CAST IRON FRAME AND LID
(NEENAH R-1976)
INSTALLED FLUSH WITH
GRADE IN PAVEMENT
AREAS 8" CONC.
COLLAR IN
PVMT AREAS
PAVEMENT AREAS UNPAVED AREAS
BACKFILL WITH
SELECT EXCAVATED
MATERIAL FOR
BACKFILL WITH
COMPACTED GRANULAR
MATERIAL UNDER
8"
6"R
SEWER CLEANOUT (IN-LINE)ST-6A SCALE: NONE
EXTENSION SAME
SIZE AS SEWER
UP TO 6" DIAMETER
PLUG & SEAL FOR
FUTURE CONNECTION
OR CONTINUATION
OF MAIN.
45° ELBOW
45° WYE
ST-6B DROP SEWER CLEANOUT
SCALE: NONE
PVC PLUG
INSTALLED FLUSH
W/ GRADE IN
GRASS AREAS
GRASS
PAVEMENT
8" CONC.
COLLAR IN
PVMT AREAS
CAST IRON FRAME AND
LID (NEENAH R-1976)
INSTALLED FLUSH WITH
GRADE IN PAVEMENT
AREAS
COMBINATION WYE
AND 1/8 BEND
LONG RADIUS
BEND
NO-HUB
SIZE A (MIN.)B C
9 1/2"6 1/8"14 7/8"2"
3"17 5/16"8"10"
10 1/2"10"19 3/4"4"
12"14 3/8""25 5/8"6"
10 1/2""15 9/16"25 1/4""8"
12"20 5/16"31 13/16"10"
A
C B
6"R
MATERIAL UNDER
COMPACTED GRANULAR
BACKFILL WITH
MATERIAL FOR
SELECT EXCAVATED
BACKFILL WITH
UNPAVED AREASPAVEMENT AREAS
8"
SCALE: NONE
CURB TURNOUTCU-11
2'
C
U
R
B
&
G
U
T
T
E
R
3'
PLAN
3'
VA
R
I
E
S
SE
E
S
I
T
E
P
L
A
N
6"6"
3'
18
"
SECTION
Job No.
Date:August 12, 2014
Scale:
Sheet:
68
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Title:
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2013-1726
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INDIA N A
PAUL A J E A N GARTN
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PE 10809217
STATE OF
R E G ISTER
E
D
C806
As Noted
STORM SEWER
DETAILS
COMPACTED SUBGRADE
CONCRETE CURBBELGARD AQUA ROC™ PAVER (SEE
SITE PLAN)
TYP. #8 AGGREGATE IN OPENINGS
4" BASE COURSE
#57 STONE - WASHED, FRACTURED,
OPEN-GRADED
SIDEWALK, PAVEMENT, OR
EARTH PER PLAN
PERMEABLE PAVER SECTION
SCALE: NONE
NON-WOVEN GEOTEXTILE ON
BOTTOM AND SIDES OF
OPEN-GRADED BASE
NOTE: REFER TO PAVER MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION.
C-C
RETAINING WALL
(HEIGHT VARIES - SEE
GRADING PLAN)
CONCRETE RIBBON
14" JOINTS HAND TIGHT
COMPACTED SUBGRADE
ASPHALT PAVEMENT
(SEE SITE PLAN)
BUILDING
PERMEABLE PAVER SECTION
SCALE: NONEA-A
2" BEDDING COURSE
#8 STONE - WASHED,
FRACTURED,
OPEN-GRADED
4" BASE COURSE
#57 STONE - WASHED, FRACTURED,
OPEN-GRADED
(SLOPE SURFACE
PER GRADING
PLAN)
(SLOPE SURFACE
PER GRADING
PLAN)
9"SUB-BASE COURSE
#2 STONE - WASHED,
FRACTURED,
OPEN-GRADED
22
"
(
T
Y
P
)
12" EXPANSION JOINT
TYP. #8 AGGREGATE IN OPENINGS
(SLOPE SURFACE PER
GRADING PLAN)
(SLOPE SURFACE PER
GRADING PLAN)
SLOPE SUR
F
A
C
E
T
O
D
R
A
I
N
(1% MIN. SL
O
P
E
)
BASEMENT PATIO SECTION
SCALE: NONED-D
9"SUB-BASE
COURSE
#2 STONE -
WASHED,
FRACTURED,
OPEN-GRADED
2" BEDDING COURSE
#8 STONE - WASHED,
FRACTURED,
OPEN-GRADED
(SLOPE SURFACE PER
GRADING PLAN)
ASPHALT PAVEMENT
(SEE SITE PLAN)
PERMEABLE PAVERS
(3.25" MIN. THICKNESS)
4" CONCRETE
SIDEWALK
PERMEABLE PAVERS (3.25" MIN.
THICKNESS)
NON-WOVEN GEOTEXTILE ON BOTTOM
AND SIDES OF OPEN-GRADED BASE
COMPACTED SUBGRADE
TOPSOIL FILL
CONCRETE CURB14" JOINTS HAND
TIGHT
2" BEDDING COURSE
#8 STONE- WASHED,
FRACTURED OPEN-GRADED
4" BASE COURSE #57
STONE-WASHED,
FRACTURED, OPEN-GRADED
24" SUB-BASE COURSE
#2 STONE - WASHED,
FRACTURED, OPEN-GRADED
PERFORATED STORM PIPE
(SEE UTILITY PLAN)
SIDEWALK, PAVEMENT, OR
EARTH PER PLAN
TYP. #8 AGGREGATE IN OPENINGS
PERMEABLE PAVER SECTIONB-B SCALE: NONE
PERMEABLE PAVERS
(3.25" MIN. THICKNESS)(SLOPE SURFACE
PER GRADING PLAN)
SLOPE SURFACE TO DRAIN
(1% MIN. SLOPE)
NON-WOVEN GEOTEXTILE ON BOTTOM
AND SIDES OF OPEN-GRADED BASE
12" EXPANSION
JOINT
SLOPE SURFACE TO DRAIN
(1% MIN. SLOPE)
VARIES (SEE SITE PLAN)
COMPACTED SUBGRADE
(PER CARMEL STANDARD
DRAWING 10-14)
PERFORATED STORM PIPE (SEE UTILITY PLAN)
NOTE: REFER TO PAVER MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION.
NOTE: REFER TO PAVER MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION.
VARIES (SEE SITE PLAN)
BELGARD AQUA ROC™ PAVER (SEE
SITE PLAN)
VARIES (SEE SITE PLAN)
BELGARD AQUA ROC™ PAVER (SEE SITE PLAN)
6'
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
COMPACTED SUBGRADE
CONCRETE CURBBELGARD AQUA ROC™ PAVER (SEE
SITE PLAN)
TYP. #8 AGGREGATE IN OPENINGS
4" BASE COURSE
#57 STONE - WASHED,
FRACTURED, OPEN-GRADED
PERMEABLE PAVER DETAIL
SIDEWALK, PAVEMENT, OR
EARTH PER PLAN
SCALE: NONE
NON-WOVEN GEOTEXTILE ON
BOTTOM AND SIDES OF
OPEN-GRADED BASE
NOTE: REFER TO PAVER MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION.
E-E
9"SUB-BASE
COURSE
#2 STONE -
WASHED,
FRACTURED,
OPEN-GRADED
2" BEDDING COURSE
#8 STONE - WASHED,
FRACTURED,
OPEN-GRADED
(SLOPE SURFACE
PER GRADING
PLAN)
PERMEABLE PAVERS (3.25" MIN.
THICKNESS)
SLOPE SURFACE TO DRAIN
(1% MIN. SLOPE)
PERFORATED STORM PIPE (SEE UTILITY PLAN)
VARIES (SEE SITE PLAN)
PROPOSED
ASPHALT
PAVEMENT
6" COMPACTED
SUBGRADE
FOAM GASKET W/
PSA BACKING
(TRIM TO LENGTH)
MOUNTING
FLANGE
DETAIL B
GASKET
COMPRESSED
BETWEEN HOOD
AND STRUCTURE
(SEE DETAIL B)
INSTALLATION NOTE:
POSITION HOOD SUCH THAT
BOTTOM FLANGE IS A
DISTANCE OF 1/2 OUTLET
PIPE DIAMETER (MIN.)
BELOW THE PIPE INVERT.
MINUMUM DISTANCE FOR
PIPES < 12" I.D. IS 6".
STAINLESS
BOLT
ANCHOR
SHIELD
EXPANSION CONE
(NARROW END OUT)
DRILLED
HOLE
DETAIL A
ANCHOR W/ BOLT
(SEE DETAIL A)
1/2 D
*NOTE- SUMP DEPTH OF 36" MIN. FOR < OR= 12" DIAM.
OUTLET. FOR OUTLETS >OR= 15", DEPTH = 2.5-3X DIAM.
SUMP = 37.5"
SEE NOTE*
PLAN
WEEP HOLE
MANHOLE RING
MANHOLE FRAME AND COVER
AA'
DRYWELL STRUCTURE
SCALE: NONEDW-1
SECTION A-A'
PAVEMENT SECTION
MANHOLE FRAME AND COVER
RIM EL = 839.96
GRADE RINGS, AS NEEDED
84" PERFORATED MANHOLE RING
WELL DRAINED, UNDISTURBED
NATIVE SOILS
NON-WOVEN GEOTEXTILE
PLACED ON TOP OF
STORAGE ROCK
12" INLET PIPE
I.E. 835.80
24" PIPE
I.E. 833.55
12" Min.
12" Min.
12
"
M
i
n
.
#57 STONE
2" BEDDING COURSE
#8 STONE- WASHED,
FRACTURED OPEN-GRADED
4" BASE COURSE
#57STONE-WASHED,
FRACTURED, OPEN-GRADED
24" BEDDING COURSE
#2 STONE - WASHED,
FRACTURED,
OPEN-GRADED
HD-1(STR.# 323)
Job No.
Date:August 12, 2014
Scale:
Sheet:
68
9
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Title:
PR
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:
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2013-1726
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ESSIONA L E N G INEER
INDIA N A
PAUL A J E A N GARTN
E
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PE 10809217
STATE OF
R E G ISTER
E
D
8"- 30" NYLOPLAST YARD DRAIN BASIN DETAIL
8" MIN.
6" MIN.
Nyloplast America, Inc.
Buford, Georgia 30518
3130 Verona Avenue
DETAILS PROVIDED BY:
ST-9A SCALE: NONE
ADAPTORS PER PLAN
INLET AND OUTLET
OUTLET ADAPTOR AS REQ'D
CORRUGATED POLYETHYLENE
CORRUGATED PVC
SCHEDULE 40 DWV
SDR-35 SEWER
RIBBED PVC
4" THRU 30"
CAST IRON DOMED GRATE
FOR:
8" - 30"
INVERT HEIGHT
VARIABLE OVERALL
PER PLAN
MAXIMUM RECOMMENDED OVERALL HEIGHT 10'
*(1)
*(1) ANGLE PER PLAN
*(1)
RIM ELEV.
VA
R
I
A
B
L
E
I
N
V
E
R
T
H
E
I
G
H
T
PER MANUFACTURER
*(1) MINIMUM ANGLE
DUCTILE IRON GRATE
6"
M
I
N
.
PE
R
P
L
A
N
3"
HE
I
G
H
T
P
E
R
P
L
A
N
CORRUGATED PVC
CORRUGATED POLYETHYLENE
SCHEDULE 40 DWV
RIBBED PVC
SDR-35 SEWER
ADAPTOR AS REQ'D FOR:
TC ELEVATION 18" OR 24"
PER PLAN
8"
M
I
N
.
#8 STONE
DRAINAGE AREA 18"= 87.6 Sq. INCHES
PEDESTRIAN GRATE (H-10) RATED
DRAINAGE AREA 24" = 91.0 Sq. INCHES
.3
7
5
DRAIN AREA 18" = 98.7 SQ. INCH
DRAIN AREA 24" = 161.4 SQ. INCH
24" RING Ø30.0
18" RING Ø22.0
STANDARD (H-20) RATED
SOLID GRATE
NYOPLAST 18" AND 24" DRAIN DETAILSCALE: NONE
Nyloplast America, Inc.
Buford, Georgia 30518
3130 Verona Avenue
DETAILS PROVIDED BY:
ST-9B
*(1)
*(1)
PER PLAN
CONCRETE BASE
INLET CASTING AS
PROVIDED BY MANUFACTURER
TOPSOIL
PER PLAN
PVC DRAIN BASIN
(SAME SIZE AS OUTGOING PIPE)
(ASTM F794 AND F949)
TC ELEVATION
EMBED IN CONC.
BASE 3" MIN.
SIZE PER PLAN
No.8 CRUSHED
STONE BACKFILL
PVC DRAIN BASIN DETAILST-9C SCALE: NONE
C807
As Noted
STORM WATER
QUALITY
PLAN
20
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
800-338-1122 513-645-7000 513-645-7993 FAX
9025Centre Pointe Dr.,Suite400,West Chester,OH 45069THIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF THE FOLLOWINGU.S. PATENTS: 5,322,629; 5,524,576; 5,707,527; 5,985,157; 6,027,639; 6,649,048;RELATED FOREIGN PATENTS, OR OTHER PATENTS PENDING.
BIOFILTER DESIGN NOTES
THE URBANGREEN BIOFILTER IS AVAILABLE IN A RIGHT (AS SHOWN) OR LEFT CONFIGURATION. THE
SYSTEM TREATMENT CAPACITY IS DETERMINED BY THE COMBINED TREATMENT RATES OF THE
BIOFILTRATION MEDIA AND STORMFILTER CARTRIDGES. THE SYSTEM IS DESIGNED WITH AN INTERNAL
BYPASS. THE CAPACITY OF THE INTERNAL BYPASS IS A FUNCTION OF THE CURB OPENING WIDTH
OPTION, ALLOWABLE DEPTH OF FLOW AT THE CURB FACE, CONFIGURATION OF CURB OPENING (SAG OR
ON-GRADE) AND ROADWAY AND GUTTER GEOMETRY WHICH ARE TYPICALLY GOVERNED BY LOCAL
REGULATIONS. SEE THE URBANGREEN BIOFILTER DESIGN, OPERATION, AND PERFORMANCE GUIDE FOR
MORE INFORMATION.
GENERAL NOTES
1.CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.
2.PLANTS ARE SUPPLIED BY CONTECH & DELIVERED AT TIME OF SYSTEM ACTIVATION. PLANT SELECTION
SHALL BE DONE BY THE ENGINEER OF RECORD IN ACCORDANCE WITH THE PROJECT PLANS AND
SPECIFICATIONS.
3.DIMENSIONS MARKED WITH ( ) ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY.
4.FOR FABRICATION DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR
CONTECH REPRESENTATIVE. www.ContechES.com
5.URBANGREEN BIOFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA
AND INFORMATION CONTAINED IN THIS DRAWING.
6.STRUCTURE SHALL MEET 300 PSF PEDESTRIAN LOAD RATING WITH HS20 SURCHARGE. MANHOLE COVERS
SHALL MEET AASHTO M306.
7.FILTER CARTRIDGES SHALL BE 27" TALL, MEDIA-FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND
SELF CLEANING OPERATING AT A SPECIFIC FLOW RATE OF 1 OR 2 GPM/SF. RADIAL MEDIA DEPTH SHALL BE
7-INCHES [178]. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS.
8.SPECIFIC FILTER FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (GPM) DIVIDED BY THE
FILTER CONTACT SURFACE AREA (SF).
9.ALTERNATE UNITS [ ] ARE MILLIMETERS UNLESS NOTED OTHERWISE.
INSTALLATION NOTES
A.ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN
CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD.
B.CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET
THE URBANGREEN BIOFILTER VAULT (LIFTING CLUTCHES PROVIDED). SPREADER BAR WITH SUFFICIENT
CABLE IS REQUIRED FOR SAFETY AND REDUCTION OF DAMAGE TO CONCRETE STRUCTURE.
C.CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL VAULT SECTIONS AND ASSEMBLE VAULT.
D.CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH OUTLET PIPE INVERT WITH OUTLET BAY
FLOOR.
E.CONTRACTOR TO SUPPLY AND INSTALL INLET PROTECTION BAR IF REQUIRED BY LOCAL JURISDICTION.
F.CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT BIOFILTRATION AND STORMFILTER /
OUTLET BAY FROM CONSTRUCTION-RELATED EROSION RUNOFF.
G.CONTECH IS RESPONSIBLE FOR ACTIVATION OF THE SYSTEM AND PLANTING OF THE PLANT THAT IS
SPECIFIED. ACTIVATION ONLY OCCURS WHEN THE SITE IS FULLY STABILIZED, FINAL PAVEMENT INSTALLED
AND SWEPT CLEAN OF CONSTRUCTION SEDIMENT.
H.ALL BIOFILTER UNITS MUST BE WATERED BY IRRIGATION LINES OR SPRINKLER SYSTEMS ON A REGULAR
BASIS. EACH BIOFILTER UNIT INCLUDES IRRIGATION HOLES FOR NEW OR EXISTING IRRIGATION LINES.
BIOFILTER INLINE STANDARD DETAIL
MODEL: UGBF0816 - 49" DEPTH,
WITH STORMFILTER CARTRIDGES
BIOFILTRATION MEDIA INFILTRATION RATE OPTIONS
STORMFILTER CARTRIDGE TREATMENT FLOW RATE OPTIONS
50 in/hr 100 in/hr
11.25 gpm 22.5 gpm
CURB OPENING WIDTH OPTIONS 2'-4" [711] wide 5'-4" [1626] wide
www.ContechES.com
20
NYLOPLAST STRUCTURE PERFORATION SCHEDULE
SCALE: NONEST-9
ST-9G SCALE: NONENYLOPLAST 8"- 30" INLINE DRAIN DETAIL
DUCTILE IRON DOMED GRATE
YARD INLET DETAILS
INFORMATION PROVIDED BY:
Nyloplast America, Inc.
Buford, Georgia 30518
3130 Verona Avenue
8",10",12",15",18",24" and 30"
ELBOW
RISER
3 VARIOUS TYPES OF INLET & OUTLET ADAPTERS
AVAILABLE: 4" - 30" FOR CORRUGATED HDPE
(ADS N-12, ADS SINGLE WALL, HANCOR DUAL WALL),
SDR 35, SCH 40 DWV, CORRUGATED & RIBBED PVC
3 WATERTIGHT JOINT (CORRUGATED HDPE SHOWN)
1 - GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05
2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05
3 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212
FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II
MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR
SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
ADAPTER
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
RECOMMENDATION
TEE
BIOFILTER INLINE STANDARD
SCALE: NONEBF-1
SITE SPECIFIC
DATA REQUIREMENTS
STRUCTURE ID
WATER QUALITY FLOW RATE (CFS / l/s)
PEAK FLOW RATE (CFS / l/s)
RETURN PERIOD OF PEAK FLOW (YRS)
PIPE DATA:
OUTLET PIPE
ANTI-FLOTATION BALLAST
NOTES/SPECIAL REQUIREMENTS:
TOP OF CASTING
* PER ENGINEER OF RECORD
IF REQUIRED
DOWNSPOUT PIPE INVERT
SYSTEM TREATMENT CAPACITY (CFS / l/s)
STORMFILTER CARTRIDGE FLOW RATE
I.E.MATERIAL DIAMETER
329 330 331 332 333
0.398
0.31
2.00
100
HDPE 12"
I.E.I.E.I.E.I.E.
838.52
840.69
838.50
840.67
838.50
840.67
838.38
840.55
838.38
840.55
HT WIDTH
N/A N/A N/A N/A N/A N/A N/A
836.27 836.25 836.20 836.13 836.13
0.27 0.27 0.25 0.25
0.398 0.398 0.398 0.398
1.74 1.74 1.58 1.58
100 100 100 100
HORIZ. SCALE: 1"=20'
100BMP - PLAN VIEW
HORIZ. SCALE: 1"=20'
100BMP - PLAN VIEW
HORIZ. SCALE: 1"=20'
100 20BMP - PLAN VIEW
STORMFILTER CARTRIDGE TO BE FILLED WITH PERLITE.
J:
\
2
0
1
3
1
7
2
6
\
D
W
G
\
0
4
S
H
E
E
T
S
\
F
D
P
\
2
0
1
3
1
7
2
6
-
C
8
0
5
T
O
C
8
0
7
S
T
R
M
D
E
T
A
I
L
S
.
D
W
G
8/
1
2
/
2
0
1
4
8
:
5
6
A
M
C.O.
C.O.IE:838.50
C.O.
310
RIM 839.96
Inv. 833.55 (N)
Inv. 835.46 (E)
320
RIM 839.25
Inv. 835.25 (NE)
Inv. 835.06 (SW)
Inv. 833.79 (S)
IE:839.00
47 LF OF 12" HDPE @ 0.40%
80
L
F
O
F
2
4
"
H
D
P
E
@
0
.
3
0
%
65
L
F
O
F
2
4
"
P
E
R
F
.
H
D
P
E
@
0
.
3
0
%
FFE = 839.64
FFE = 839.64
5'
5'
C.O.
329
RIM 840.69
Inv. 836.27 (W)
SEE DETAIL DW-1
ON SHEET C806
C.O.IE:838.57
C.O.
308
RIM 839.64
Inv. 832.93 (N)
Inv. 833.24 (E)
Inv. 832.83 (S)
IE:838.50
307
306
RIM 839.0855
L
F
O
F
3
0
"
H
D
P
E
@
0
.
3
0
%
72
L
F
O
F
2
4
"
P
E
R
F
.
H
D
P
E
@
0
.
3
0
%
5'
53'
C.O.
12 LF OF 12" HDPE @ 0.50%
305
RIM 840.33
Inv. 835.33 (E)
Inv. 835.31 (N)
Inv. 833.30 (W)
331
RIM 840.57
Inv. 836.25 (W)
330
RIM 840.67
Inv. 836.69 (S)
303
RIM 839.13
Inv. 834.84 (E)
Inv. 834.87 (N)
Inv. 834.74 (S)
304
RIM 840.55
Inv. 835.47 (N)
Inv. 835.50 (S)
Inv. 835.32 (W)
C.O.
C.O.
C.O.
IE:838.50
IE:838.50
IE:838.50
C.O.
IE:838.80
C.O.IE:839.10
48 LF OF 15" HDPE @ 1.00%
10'
C.O.76
L
F
O
F
1
5
"
P
E
R
F
.
H
D
P
E
@
0
.
3
0
%
332
RIM 840.55
Inv. 836.13 (S)
333
RIM 840.55
Inv. 836.13 (N)
FFE = 842.00
FLOW
AA
C
C
www.ContechES.com
®
www.ContechES.com
®
FLOW
PLAN VIEW
1'-4" [406]3'-8" [1118]
48" x 48"
[1219 x 1219]
TREE GRATE
(TYP. 2 PLCS)
SECTION C-C
BIOFILTRATION
BAY
6'-0" [1829]
(4
'
-
7
"
[
1
3
9
7
]
)
UNDERDRAIN
OPENING
TRANSFER
OPENING
INLET TRAY W/ REMOVABLE
CONSTRUCTION FLOW
BYPASS COVER
OUTLET PIPE
8'-
0
"
[
2
4
3
8
]
16'-0" [4877]
13'-4" [4064]2'-4" [711]
DIVIDER
WALL
PEAK FLOW
BYPASS WEIR
4'
-
0
"
[
1
2
1
9
]
2'-
9
"
[
8
3
8
]
4'-
0
"
[
1
2
1
9
]
SIDEWALK
SECTION B-B
DOWNSPOUT
PIPE
STORMFILTER
CARTRIDGE
FLOWKIT
Ø30" x 4" [762 x 102]
EJIW #41600484,
OR EQUIVALENT
Ø24" x 4" [610 x 102]
EJIW #41600389,
OR EQUIVALENT
IRRIGATION
SYSTEM CONDUIT
FL
O
W
FL
O
W
OUTLET PIPE
FLOW
INLET PIPE
BB
SECTION A-A
(4
'
-
5
"
[
1
3
4
8
]
)
OUTLET PIPE
3'-
5
"
[
1
0
4
1
]
ENERGY DISSIPATION ROCK LAYER
(24" x 24" [610 x 610] SQ.)
UNDERDRAIN
CLEANOUT
UNDERDRAIN
3" [76]
ROCK
2'-0" [610]
ENGINEERED
SOIL MIXTURE
PLANTS PROVIDED BY
CONTECH
MI
N
.
TOP OF SLAB
RAISED TREE GRATE & COVER
TO ALLOW FOR CONTINUOUS
LANDSCAPING
Job No.
Date:August 12, 2014
Scale:
Sheet:
68
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Title:
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2013-1726
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ESSIONA L E N G INEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G ISTER
E
D
MmB2 Miami silt loam, 2 to 6 percent slopes, eroded
This is a moderately well drained soil with a seasonal water table at 2.0 to 3.5 ft. This soil
is located rises on till plains; slopes are 2 to 6 percent. The native vegetation is hardwood
forest. The surface layer is silt loam and has moderately low organic matter content (1.0 to 2.0
percent). Permeability is very slow (<0.06 in/hr) in the most restrictive layer above 60 inches.
Available water capacity is moderate (6.1 inches in the upper 60 inches). The pH of the surface
layer in non-limed areas is 5.1 to 6.5. Droughtiness and water erosion are management concerns for crop
production. This soil is designated potential highly erodible (class 2) in the Highly Erodible Land (HEL)
classification system.
MmC2 Miami silt loam, 6 to 12 percent slopes, eroded
This is a moderately well drained soil with a seasonal water table at 2.0 to 3.5 ft. This soil
is located on side slopes on till plains; slopes are 6 to 12 percent. The native vegetation is hardwood forest.
The surface layer is silt loam and has moderately low organic matter content (1.0 to 2.0 percent). Permeability
is very slow (<0.06 in/hr) in the most restrictive layer above 60 inches. Available water capacity is moderate (6.1
inches in the upper 60 inches). The pH of the surface layer in non-limed areas is 5.1 to 6.5. Droughtiness and
water erosion are management concerns for crop production. This soil is designated potential highly erodible
(class 2) in the Highly Erodible Land (HEL) classification system.
HeF, Hennepin loam, 18 to 50 percent slopes
This is a well drained soil with a water table at a depth greater than 40 inches. This soil is located on steep
breaks along till plains; slopes are 18 to 50 percent. The native vegetation is hardwood forest. The surface layer
is loam and has moderately low to moderate organic matter content (1.0 to 4.0 percent). Permeability is slow
(0.6 to 0.2 in/hr) in the most restrictive layer above 60 inches. Available water capacity is low (3.2 inches in the
upper 60 inches). The pH of the surface layer in non-limed areas is 6.1 to 8.4. Doughtiness and water erosion
are management concerns.
Sh, Shoals silt loam
This is a somewhat poorly drained soil with a seasonal high water table at 0.5 to 2.0 ft. This soil is located on
flood plains; slopes are 0 to 2 percent. The native vegetation is hardwood forest. The surface layer is silt loam
and has moderate organic matter content (2.0 to 4.0 percent). Permeability is moderate (0.6 to 2 in/hr) in the
most restrictive layer above 6o inches. Available water capacity is high (11.6 inches in the upper 60 inches).
The pH of the surface layer in non-limed areas is 6.0 to 7.3. Wetness and flooding hazard are management
concerns. Because of the flooding hazard, this soil has a severe limitation for most non-ag uses.
SOILS MAP
SCALE: NONE EC-MA
SCALE: N/A
SWPPP SCHEDULEEC-SCH
Practice BMP Description Applicability Maintenance Installation Sequence
1 Schedule Pre-con with Jurisdictional Entity All Sites N/A Before Construction
2 Construction Access All Sites As Needed Prior To Clearing and Grading
3 Tree Preservation and Protection Nearly All Sites Weekly, After Storm Events and As Needed Prior To Clearing and Grading
4 Temporary Gravel Construction Entrance Pad All Sites As Needed Prior To Clearing and Grading
5 Wheel Wash All Sites Daily Prior To Clearing and Grading
6 Silt Fence Small Drainage Areas Weekly, After Storm Events and As Needed Prior To Clearing and Grading
7 Temporary Diversion Up-slope and down-slope sides of construction site,
above disturbed slopes within construction site Weekly, After Storm Events and As Needed Along with Rough Grading
8 Rock Check Dam 2 acres maximum contributing drainage area Weekly, After Storm Events and As Needed Along with Rough Grading
9 Temporary Slope Drain Sites with cut or fill slopes Weekly, After Storm Events and As Needed Along with Rough Grading
10 Straw Bale Dam Small drainage areas Weekly, After Storm Events and As Needed Along with Rough Grading
11 Surface Roughening Sites with slopes that are to be stabilized with
vegetation Weekly, After Storm Events and As Needed After Rough Grading
12 Temporary Seeding Areas of bare soil where additional work is not
scheduled to be performed for a minimum of 15 days Water As Needed After Rough Grading
13 Temporary Sediment Trap 5 acre maximum contributing drainage area Weekly, After Storm Events and As Needed After Rough Grading
14 Temporary Sediment Basin 30 acre maximum contributing drainage area Weekly, After Storm Events and As Needed After Rough Grading
15 Fabric Drop Inlet Protection 1 acre maximum contributing drainage area Weekly, After Storm Events and As Needed After Each Inlet is placed
16 Basket Curb Inlet Protection 1 acre maximum contributing drainage area Weekly, After Storm Events and As Needed After Each Inlet is placed
17 Sandbag Curb Inlet Protection 1 acre maximum contributing drainage area Weekly, After Storm Events and As Needed After Each Inlet is placed
18 Outlet Protection All Sites Weekly, After Storm Events and As Needed After Each Outlet is placed
19 Mulching Temporary surface stabilization As Needed, After Storm Events After Finish Grading
20 Erosion Control Blanket (Surface)Temporary surface stabilization, anchor for mulch Weekly, After Storm Events and As Needed After Finish Grading
21 Seed, Sod and Landscape All Sites Water As Needed After Finish Grading
22 Dewatering Structure Sites requiring dewatering As Needed As Needed
23 Dust Control All Sites Daily
24 Spill Prevention and Control All Sites Daily Duration of Project
25 Solid Waste Management All Sites Daily Duration of Project
26 Hazardous Waste Management All Sites Daily Duration of Project
27 Removal of Inlet Protection All Sites N/A After All areas draining to these
areas are stabilized
28 Removal of Silt Fence All Sites N/A After All areas draining to these
areas are stabilized
SWPPP Sequence and Maintenance Schedule
Duration of Project
LARGE-HEADED NAIL.
4" MINIMUM DEPTH.
SCALE: NONE
SEAL CURB BOX
FILTER FABRIC
METAL BASKET WITH
EC-4A BASKET CURB INLET PROTECTION
MAINTENANCE
1. INSPECT PERIODICALLY AND AFTER EACH STORM EVENT.
2. REMOVE BUILT-UP SEDIMENT AND REPLACE GEOTEXTILE FABRIC AFTER EACH STORM EVENT.
3. PERIODICALLY REMOVE SEDIMENT AND TRACKED-ON SOIL FROM THE STREET (NOT BY
FLUSHING) TO REDUCE
THE SEDIMENT LOAD ON CURB INLET MEASURES.
CURB INLET
12'-0"
FLOW
FLOW
FLOW
BIO FILTER BAGS
BIO FILTER BAGS
CURB INLET
CONC.
C
U
R
B
CONC.
C
U
R
B
SILT FENCE,
SCALE: NONE
CURB INLET PROTECTIONEC-4B
OR BIO LOG
MAINTENANCE
1. INSPECT AFTER EACH STORM EVENT, AND REMOVE ANY SEDIMENT DEPOSITS
PROMPTLY (TO INSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN),
2. ALSO INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM
CONSTRUCTION ACTIVITIES, AND REPAIR IMMEDIATELY.
3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL
PROTECTION DEVICES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND
STABILIZE IT.
OR BIO LOG(S)
WELDED WIRE INLET PROTECTION
MAINTENANCE
1. INSPECT THE DROP INLET PROTECTION AFTER EACH STORM EVENT, AND MAKE NEEDED
REPAIRS IMMEDIATELY.
2. REMOVE SEDIMENT FROM THE POOL AREA TO ENSURE ADEQUATE RUNOFF STORAGE FOR THE
NEXT RAIN.
3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL BARRELS,
CONSTRUCTION MATERIAL, AND SEDIMENT AND DISPOSE OF PROPERLY, GRADE THE DISTURBED
AREA TO THE ELEVATION OF THE TOP OF THE INLET AND STABILIZE.
EC-3B
SILT PROTECTION FOR DITCH GRATE(NEENAH R-4342) CASTINGS.
#4 GAGE WIRE
SCALE: NONE
FILTER FABRIC
YARD CASTING
GRASS
INLET
EC-3C FABRIC DROP INLET PROTECTION
SCALE: NONE
PLAN
ELEVATION
3'
M
A
X
.
1'
M
I
N
.
2"x2" INTERIOR REINFORCEMENT
2"x2" OR 2"x4" WOOD POSTS
OR STEEL FENCE POSTS
NON-WOVEN FILTER FABRIC.
ATTACHED TO ALL SIDES.
NOTES:
DIMENSIONS OF BOX WILL VARY ACCORDING
TO THE SIZE OF INLET AND DEPTH OF BASE.
BURIED FABRIC
1.
5
'
M
A
X
.
SCALE: NONECONCRETE WASHOUTEC-25 SCALE: NONEROCK CHUTE OUTLET PROTECTIONEC-7
MAINTENANCE
1. INSPECT PERIODICALLY AND AFTER EACH STORM EVENT FOR STONE DISPLACEMENT AND
EROSION AT THE
SIDES AND ENDS OF THE APRON.
2. MAKE REPAIRS IMMEDIATELY; USE APPROPRIATE SIZE STONE, AND DO NOT PLACE THEM
ABOVE FINISHED
GRADE.
MAINTENANCE
1. INSPECT ROCK CHUTES AFTER STORM EVENTS FOR STONE DISPLACEMENT AND FOR
EROSION AT THE SIDES AND ENDS OF THE APRON.
SECTION
TO ATTATCH SILT FENCE
COMPACTED SOIL
MAINTENANCE
1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT.
2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE,
REPLACE THE AFFECTED PORTION IMMEDIATELY.
3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS
LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE.
4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT.
5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND
SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE.
SILT FENCE BARRIER INSTALLATION
DRIVE STAKES IN TRENCH
EC-2
BACKFILL AND COMPACT SOIL.
EXCAVATE A 6" X 4" DEEP
STEP 3:
TRENCH
STEP 1:
6' c-c
6"
4" (10cm)
FLOW
SILT FENCE
STEP 2:
SCALE: NONE
2'
2" x 2" STAKE
FASTEN FABRIC TO STAKES AND BURY
BOTTOM 8" INTO THE TRENCH
DUTY FABRIC
NON-WOVEN HEAVY
SECTION
NOTE: THE SLICING METHOD IS AN ACCEPTABLE ALTERNATIVE
OTHER THAN IN THE SHADED AREAS USE MULCH
IRRIGATION NEEDED DURING THIS PERIOD TO CONTROL EROSION AT TIMES
** INCREASE SEEDING APPLICATION BY 50%
* LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS IF MULCH IS APPLIED
NOV.DEC.
NOV.DEC.
OCT.SEP.JUL.AUG.
OCT.SEP.JUL.AUG.
REMARKS
WET
21
DROUGHTY
2
1
12
SITE SUITABILITY*
WELL
DRAINED
MAYFEB.MAR.APR.
MAYFEB.MAR.APR.
JAN.
OATS
JAN.
TEMPORARY SEEDING DATES
PERMANENT SEEDING DATES
WHEAT OR RYE
ANNUAL RYEGRASS
NON-IRRIGATED*
ACRE
2 BU.
3 BU.
40 LB.1 LB.
SPRING OATS
1,000 SF
3.5 LBS.
2.3 LBS.
.8
LBS/
1,000 SF
.6
.12
.4
.4
SEEDING RATE
15
LBS/
ACRE
15
25
5
35
SPECIES
LEVEL AND SLOPING, OPEN AREAS
DORMANT SEEDING**
TYPE OF SEED
WHEAT OR RYE
ANNUAL RYEGRASS
3. KENTUCKY BLUEGRASS
CREEPING RED FESCUE
2. TALL FESCUE
RED CLOVER
1. TALL FESCUE
IRRIGATED
TEMPORARY SEEDING RATE
PERMANENT SEEDING MIXTURES
JUN.
JUN.
COVER SEED 1"-1 1/2" DEEP
COVER SEED 1" DEEP
COVER SEED 1/4" DEEP
SUITABLE pH
5.8-7.5
5.5-8.3
5.5-8.3
2
1
1
2
2
1
12
SCALE: NONE
.8
.6
.9
.25
4.0
4.0
.9
35
25
10
40
170
40
170
5. TALL FESCUE
KENTUCKY BLUEGRASS
EMERALD CROWNVETCH**
6. KENTUCKY BLUEGRASS
7. PERENNIAL RYEGRASS
CREEPING RED FESCUE
8. TALL FESCUE
(TURF TYPE)
EC-SC SEASONAL SOIL PROTECTION CHART
5.5-8.3
5.8-7.5
5.0-7.5
5.5-8.3
SEEDED PREPARATION
APPLY LIME TO RAISE THE pH TO THE LEVEL NEEDED FOR SPECIES BEING SEEDED.
APPLY 23 POUNDS OF 12-12-12 ANALYSIS FERTILIZER (OR EQUIVALENT) PER 1000 SF
(APPROXIMATELY 1000 POUNDS PER ACRE) OR FERTILIZE ACCORDING TO TEST
APPLICATION OF 150 LBS. OF AMMONIUM NITRATE ON AREAS LOW IN ORGANIC MATTER
AND FERTILITY WILL GREATLY ENHANCE VEGETATIVE GROWTH.
WORK THE FERTILIZER AND LIME INTO THE SOIL TO A DEPTH OF 2-3 INCHES WITH A
HARROW, DISK OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE.
DO NOT USE PHOSPHOROUS CONTAINING FERTILIZERS (12-12-12) UNLES SOIL TEST SHOW
A DEFICIENCY IN PHOSPHOROUS.
SEEDING
SELECT A SEED MIXTURE BASED ON PROJECTED USE OF THE AREA (SEE PERMANENT
SEED MIXTURE CHART), WHILE CONSIDERING BEST SEEDING DATES. IF PERMANENT
SEEDING IS NOT PERMITTED USE TEMPORARY SEEDING UNTIL PERMANENT SEEDING CAN
BE APPLIED. IF TOLERANCES ARE A PROBLEM, SUCH AS SALT TOLERANCE OF SEEDINGS
ADJACENT TO STREETS AND HIGHWAYS, SEE SEED TOLERANCE CHART.
2125.8-7.5.4154. TALL FESCUE
GEOTEXTILE FABRIC
or AS
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2-3" COARSE AGGREGATE
MAINTENANCE REQUIREMENTS
INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY, AFTER STORM EVENTS, AND/OR
HEAVY USE.
RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL.
TOPDRESS WITH CLEAN STONE AS NEEDED.
IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY
BRUSHING OR SWEEPING. FLUSH ONLY IF WATER IS CONVEYED TO A SEDIMENT TRAP OR BASIN.
REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY.
EC-22
3.
5.
4.
2.
1.
50'
ROAD
PUBLIC
TEMPORARY CONSTRUCTION ENTRANCE
SCALE: NONE
6" COMPACTED
or AS R
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20'
C808
As Noted
DETAILS
SWPPP
FLOW
FLO
W
FLOWFLAT INLET
SCALE: NONE
FLAT INLET PROTECTIONEC-3D
MAINTENANCE
1. INSPECT AFTER EACH STORM EVENT, AND REMOVE ANY SEDIMENT DEPOSITS
PROMPTLY (TO INSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN),
2. ALSO INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM
CONSTRUCTION ACTIVITIES, AND REPAIR IMMEDIATELY.
3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL
PROTECTION DEVICES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND
STABILIZE IT.
BIO FILTER BAGS,
BIO LOG(S), FILTER
TUBES, OR INLET
FILTER (MAT)
FLOW
Job No.
Date:August 12, 2014
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INDIA N A
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PE 10809217
STATE OF
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"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
MoC3
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PRO- MED
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Job No.
Date:August 12, 2014
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INDIA N A
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STATE OF
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PATTERN RECOMMENDATIONS.
GUIDE EC-14 FOR CORRECT STAPLE
REFER TO GENERAL STAPLE PATTERN
APPROXIMATELY 12" APART.
OVERLAP. STAPLE THROUGH OVERLAPPED AREA,
SLOPE, PLACE BLANKETS END OVER END
STAPLED WITH APPROXIMATELY 2" OVERLAP.
4. THE EDGES OF PARALLEL BLANKETS MUST BE
5. WHEN BLANKETS MUST BE SPLICED DOWN THE
1.
DIRECTION OF THE WATER FLOW.
3. ROLL THE BLANKETS DOWN THE SLOPE IN THE
ANCHORING THE BLANKET IN A 6" DEEP X 6"
2. BEGIN AT THE TOP OF THE SLOPE BY
WIDE TRENCH. BACKFILL AND COMPACT THE
TRENCH AFTER STAPLING.
BE INSTALLED WITH PAPER SIDE DOWN.
NOT SEED PREPARED AREA. CELL-O-SEED MUST
SEED. NOTE: WHEN USING CELL-O-SEED, DO
INCLUDING APPLICATION OF LIME, FERTILIZER, AND
1. PREPARE SOIL BEFORE INSTALLING BLANKETS,
3.
4.
5.
2.
MAINTENANCE
1. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE
BLANKET.
2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL,
RE-SEED THE AREA, AND RE-LAY AND STAPLE THE BLANKET.
3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY.
3:13:1
MAINTENANCE
1. INSPECT CHANNELS AT REGULAR INTERVALS AND AFTER STORM EVENTS.
2. WHEN STONES HAVE BEEN DISPLACED, REMOVE ANY DEBRIS AND REPLACE THE STONES IN SUCH A WAY
AS TO NOT RESTRICT THE FLOW AREA.
3. GIVE SPECIAL ATTENTION TO OUTLETS AND POINTS WHERE CONCENTRATED FLOW ENTERS THE CHANNEL,
AND REPAIR ERODED AREAS PROMPTLY.
4. CHECK FOR SEDIMENT ACCUMULATION, PIPING, BANK INSTABILITY, AND SCOUR HOLES; REPAIR PROMPTLY.
ORANGE PLASTIC FENCING
INSTALLED AT THE DRIPLINE
DRIP LINE DRIP LINE
C809
As Noted
DETAILS
SWPPP
SCALE: NONEEC-6 GRAVEL END SECTION PROTECTION
1'
(
M
I
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)
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
SHEET 1 OF 1
DWG NOSIZE
SCALE
REV
1
1
2
2
3
3
4
4
A A
B B
C C
D D
TYPICAL RECTANGULAR INLET FILTER COMBINATION INLETFILTER FOR CURB HOODSTYPICAL ROUND INLET FILTER STAINLESS STEEL ROUND INLET FILTERS forNYLOPLAST CASTINGSCATCH-ITS SPECIFIED W/ FX or FX-S BAGS
IPP Flexstorm SpecificationsC A
ORANGE PLASTIC FENCE SHALL
COMPLETELY SURROUND THE DRIPLINE
OF THE VEGETATION.
THE DRIPLINE IS THE FURTHEST
OUTREACHING OF THE BRANCHES.
ORANGE
PLASTIC
FENCING
DESIG
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PRES
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IMPERMEABLE LINER ON BOTTOM AND
SIDES OF OPEN-GRADED BASE
SLOPE SUR
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(1% MIN. S
L
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PERMEABLE PAVER PROTECTION DETAIL
SCALE: NONEEC-PP
2" BEDDING COURSE
#8 STONE - WASHED,
FRACTURED,
OPEN-GRADED
4" BASE COURSE
#57 STONE - WASHED,
FRACTURED,
OPEN-GRADED
9"SUB-BASE COURSE
#2 STONE - WASHED,
FRACTURED,
OPEN-GRADED
VARIES (SEE SITE PLAN)
PERFORATED STORM PIPE
(SEE UTILITY PLAN)COMPACTED SUBGRADE
TEMPORARY FILTER FABRIC6" CRUSHED STONE
Job No.
Date:August 12, 2014
Scale:
Sheet:
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INDIA N A
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PE 10809217
STATE OF
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C810
Not to Scale
INFORMATION
SWPPP
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
Project Information:
Project Name:Woodland Terrace of Carmel Senior Apartments
Address:689 Pro Med Lane
City/Town:Carmel
County:Hamilton
Civil Township:Clay
Quarter:Part of NE Quarter of the NW Quarter Section:25 Township:18-N Range:3-E
Latitude:39°59'5"Longitude:-86°8'18"
Project Location:Northeast corner of Smokey Row Road (136th Street) and Pro-Med Drive.
Project Site Owner and Contact Information:
Company Name (if applicable):The Justus Companies.
Contact Person:Doug Peters
Title/Position:Project Manager
Address:1398 N. Shadeland Ave
City:Indianapolis State:Indiana Zip:46219
Phone:(317) 353-8311 Fax:(317) 352-1570
E-Mail (if available):dpeters@justus.net
Plan Preparer and Contact Information:
Company Name:EMH&T, Inc.
Contact Person:Paula Gartner, PE
Title/Position:Project Manager
Address:7400 N. Shadeland Avenue
City:Indianapolis State:Indiana Zip:46250
Phone:(317)-913-6930 Fax:317-913-6928
E-Mail (if available):pgartner@emht.com
Project Narrative:
A continuing care retirement community that consists of a four-story building with partial walkout basement,
and approximately 214,551 sq ft in area.
SECTION A
Stormwater Pollution Prevention Plan Elements
Assessment of Construction Plan Elements for Technical Review and Comment
This section is to address technical review and comments of the Construction/Stormwater Pollution
Prevention Plan for the Project.
A1 Plan Index Provided Below
A2 11 x 17 Plat denoting lot numbers, boundaries and streets is provided separate.
A3 Project Narrative:214,551 sq ft 4-story retirement building with a partial walkout basement.
A4 Vicinity Map: Denoted on Sheet C100
A5 Legal description of project site: Denoted on Sheet C100
A6 Location of all lots and proposed site improvements: Denoted on Sheets: C102 - C102C
A7 14 Digit Hydrologic Code:05120201090030
A8 State or Federal Water Quality Permits:None
A9 Specific points where stormwater discharge will leave the site:
Stormwater will leave the site at two different locations. The majority of the site will drain through the
proposed storm sewer network to the southwest point of the site where it will drain through an
existing swale on the property to the south part of Meadowland Park. This swale drains to an off-site
detention pond that accommodates the entire Meadowland Park development. This pond eventually
outlets to Little Cool Creek. A small portion of the eastern property will drain by overland flow into an
existing swale and therefore into an existing inlet along the west side of Kensington Place, the
property to the east. This runoff makes its way to a detention facility and eventually to Little Cool
Creek.
A10 Location of all wetlands, lakes & water courses on and adjacent to site: None
A11 Receiving Waters:Little Cool Creek which discharges into the west fork of White River
A12 Identification of potential discharges to groundwater: Permeable pavers have the potential
A13 100 Year Floodplains, Floodways and Flood Fringes:See Plan Sheet C101 for more detail
A14 Pre-Construction and Post-Construction Peak Discharge
10 year Pre-Construction Peak Discharge = 9.74 cfs
50 year Post-Construction Peak Discharge = 43.14 cfs
A15 Adjacent Land Use:See Plan Sheet C100 & C101 for more detail
North:Residential
South:Office/Business Park
East:
Residential
West:Office/Business Park
A16 Locations and approximate boundaries of all disturbed areas:
See Plan Sheet C102-C102C.
A17 Identification of existing vegetative cover: See Plan Sheet C101 for more detail
A18 Soils Map including descriptions and limitations:
See Plan Sheet C808 for soils map, descriptions and limitations.
A19 Locations, size and dimensions of proposed storm water systems:
See Plan Sheet C104 - C104C for proposed storm sewer system
A20 Locations, size and dimensions of any proposed off-site construction activities associates with this
project:None
A21 Locations of Soil Stockpiles:
See Plan Sheet C105 for more detail
A22 Existing site topography:See Plan Sheet C101 for existing site topography
A23 Proposed final topography:See Plan Sheet C103 - C103C for proposed site grading and
drainage patterns
SECTION B
Stormwater Pollution Prevention Plan
Construction Components
The construction component of the SWPPP includes stormwater quality measures to address erosion,
sedimentation, and other pollutants associated with land disturbance and construction activities. Proper
implementation of the plan and inspections of the construction site are necessary to minimize the discharge
pollutants. The project Site Owner should be aware that unforeseen construction activities and weather
conditions may affect the performance of a practice or the effectiveness of the plan. The plan must be a
flexible document, with provisions to modify or substitute practices as necessary.
B1 Description of potential pollutants sources associates with the construction activities:
Silt and sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, bake
fluid, brake dust, trash, and debris, biological agents found in trash, fertilizers, herbicides, pesticides,
acid rain, lime dust and concrete washout.
B2 Sequencing of stormwater quality implementation relative to land disturbance activities:
This plan has been created in an effort to eliminate or reduce sediment from leaving the
Project during construction while protecting the adjoining properties and the Little Cool Creek
Pre-Construction Activities:
1. Schedule Pre-Con with Jurisdictional Entity before commencing work.
2. Call the Indian Underground Plant Protection Systems, Inc. ("Holey Moley") at 1-800-382-5544 to
check the location of any existing utilities. They should be notified two working days before
construction takes place
3. An orange construction fence shall be constructed along the perimeter of the tree preservation areas
prior to any earthmoving activities.
4. A silt fence shall be installed at the edges of the project site where there is potential for any
stormwater runoff. Potential areas are identified based on existing topography in the frontage areas
and perimeters of the site.
5. Evaluate, mark and protect important trees and associated root zones. Evaluate existing
vegetation suitable fro use as filter strips along the site boundaries.
6. Maintain a 10' minimum grass filter strip along the site perimeter adjacent to public streets.
7. A construction entrance shall be placed per the plan location.
8.Establish construction staging area for equipment and vehicles as far from detention ponds and
swales as possible.
9. Install Temporary Diversion across sloping land to protect work area and divert runoff to sediment
traps or stable outlets
10. Install Permanent Diversion to divert runoff from areas where it can be stored, used, or released
without causing erosion or flood damage.
11. Install Diversion Dikes to prevent runoff from entering and/or sediment from leaving the construction
site.
12. Install Rock Check Dams to reduce erosion in a drainage channel by slowing velocity flow.
13. Install Temporary Slope Drain to convey runoff water down the face of a cut or fill slope without
causing erosion.
14. Establish on-site location for owner/operator/contractor placement of approved plans and Rule 5
NOI and Rule 5 Inspection documentation.
Establish Silt Basin:
1. Contractor to evaluate location of soil stockpile area and prep with silt fence (see details).
2. Install the primary outfall system for the proposed pond(s). Per the Storm Water Pollution
Protection plan details, extend with a perforated riser for the temporary sediment basin.
SECTION B - continued
Stormwater Pollution Prevention Plan
Construction Components
Construction Activities
1. Once erosion and sediment control measures are in place begin land clearing followed
immediately by rough grading. Do not leave large areas unprotected for more than 15
days. Rule 5 requires that all disturbed area that potentially will be idle for 15 days or more
will be stabilized (seeded, mulched, etc.) immediately.
2. After completion of mass grading, final grade and seed pond banks, landscape berms,
common areas and swales immediately after grading is completed.
3. Upon completion of mass grading, install sanitary and storm sewers. As storm sewer is
constructed, install inlet protection measures. Install riprap upon completion of end section
installation.
4. Upon completion of sewer installation and inlet protection, proceed with street
construction.
5. Once pavement and curbs are in place, install curb inlet sediment barriers.
6. Once inlet protection is in place, final grade all areas upon completion of all grading.
B3 Stable construction entrance location(s) and specifications:
See Plan Sheet C105 & C806.
B4 Sediment control measures for sheet flow areas: See Plan Sheet C105 & C808 - C811.
B5 Sediment control measures for concentrated flow areas: See Plan Sheet C105 &
C809-C811.
B6 Storm sewer inlet protection measures, locations and specifications:
See Plan Sheet C105 & C808 - C811.
B7 Runoff control measures: See Plan Sheet C105 & C808 - C811.
B8 Stormwater outlet protection specifications: See Plan Sheet C105 & C808 - C811.
B9 Grade stabilization structure locations and specifications: See Plan Sheet C105 & C809 -
C811.
B10 Location, dimensions, specifications and construction details of each stormwater quality
measure: See Plan Sheet C104 & C807.
B11 Temporary Surface stabilization methods appropriate for each season
(include sequencing):
See Plan Sheet C105 & C808 - C811.
B12 Permanent surface stabilization specifications (include sequencing).
See Plan Sheet C105 & C808 - C811.
B13 Material handling and spill prevention plan:
Purpose:
The intention of this Spill Prevention, Control and Countermeasures (PCC) is to establish
the procedures and equipment required to prevent the discharge of oil and hazardous
substance in quantities that violate applicable water quality standards, cause a sheen upon or
discoloration of the surface of Receiving water or adjoining shorelines, or cause sludge or
emulsion to be deposited beneath the surface of the water or adjoining shorelines. The plan
also establishes the activities required to mitigate such discharges i.e. countermeasures)
should they occur.
Definitions:
Pollutant: Means pollutant of any kind or in any form, including but not limited to
sediment, paint, cleaning agents, concrete washout, pesticides, nutrients, trash,
hydraulic fluids, fuel, oil, petroleum, fuel oil, sludge, oil refuse, and oil mixed with wastes
other than dredged soil.
Discharge: Includes, but is not limited to, any spilling, leaking, pumping, pouring, emitting,
emptying or dumping.
Receiving Waters: Means all waters of the United States that are connected with a
Receiving stream, lake, or sea. [Note: this definition is usually interpreted to mean any
wastewater even normally dry wash or storm sewer) that eventually drains into a Receiving
stream].
Plan Review Amendments:This plan shall be reviewed and/or amended, if necessary,
whenever there is a change in the design of the site, construction, operation, or maintenance
which materially affects the site's potential for the discharge of regulated material.
Prediction of Potential Spills:
1. Nearest Receiving Water Little Cool Creek
2. Drainage System: Insert brief narrative describing proposed drainage system.
3. Possible spill sources (during and post-construction):
Vehicular sources such as leaking fuel or oil, brake fluid, grease, antifreeze;
construction trash and debris, biological agents found in trash and debris, fertilizers,
household items including but not limited cleaning agents, chemicals, paint,
herbicides and pesticides.
4. Groundwater contamination:
The facility maintains NO above ground or underground storage tanks at this site.
Therefore, it is felt that there is little or no possibility of post-construction groundwater
contamination. The facility does have city sanitary sewer and city water.
Alert Procedures for Spills:
1. Any personnel observing a spill will immediately initiate the following procedure:
a. Notify the designated emergency coordinator for the project.
2. The Emergency Coordinator will then take the following actions:
a. Barricade the area allowing no vehicles to enter or leave the spill zone.
b. Notify the Indiana Department of Environmental Management, Office of
Emergency Response by calling the appropriate telephone number.
Office 317-233-7745 Toll Free 800-233-7745
Also the National Response Center at 800-424-8802 and provide the following
information:
- Time of observation of the spill
- Location of the spill
- Identity of material spilled
- Probable source of the spill
- Probable time of the spill
- Volume of the spill and duration
- Present and anticipated movement of the spill
- Weather conditions
- Personnel at the scene
- Action initiated by personnel
c. Notify the City of Carmel Fire Department : Phone 911
d. Notify the City of Carmel Police Department: Phone 911
e. Notify waste recovery contractor, maintenance personnel or other contractual
personnel as necessary for clean up
f. Coordinate and monitor clean up until the situation has been stabilized and
all spills have been eliminated.
g. Cooperate with the IDEM-OER on procedures and reports involved with
the event.
Cleanup Parameters:
1. The developer/homeowner's association shall be continually kept informed, maintain
lists of qualified contractors and available Vac-trucks, tank pumpers and other
equipment readily accessible for clean-up operations. In addition, a continually updated
list of available absorbent materials and clean up supplies should be kept on site.
2. All maintenance personnel will be made aware of techniques for prevention of spills.
They will be kept abreast of current development or new information on the prevention
of spills and/or necessary alteration to this plan.
3. When spills occur which could endanger human life and this becomes primary
concern, the discharge of the life saving protection function will be carried out by the
local police and fire departments.
4. Absorbent materials, which are used in cleaning up spilled materials, will be disposed
of in a manner subject to the approval of the Indiana Department of Environmental
Management.
5. Flushing of spilled material with water will not be permitted unless so authorized by
the Indiana Department of Environmental Management.
SECTION B - continued
Stormwater Pollution Prevention Plan
Construction Components
B14 Monitoring and maintenance guidelines for each proposed stormwater quality measure:
Temporary gravel construction entrance maintenance requirements
1.Inspect entrance pad and sediment disposal area weekly and after storm events or
heavy use.
2.Reshape as needed for drainage and runoff control.
3.Top dress with clean stone as needed.
4.Immediately remove mud and sediment tracked or washed onto streets by brushing or
sweeping. Flushing should only be used if the water is conveyed into a sediment trap
of basin.
5.Repair any broken road pavement immediately.
Straw bale dam maintenance requirements:
1.Inspect straw bale dams after each storm event and promptly remove any sediment
deposits to insure adequate storage volume for the next rain, taking care not to
undermine the entranced bales.
2.Inspect periodically for deterioration or damage from construction activities and repair
immediately.
3.After the contributing drainage area has been stabilized, remove all straw bales and
sediment deposits, bring the disturbed are to grade and stabilize.
Silt fence maintenance requirements
1.Inspect the silt fence periodically and after each storm event.
2.If fence fabric tears, starts to decompose or in any way becomes ineffective, replace
the affected portion immediately.
3.Remove deposited sediment when it reaches half the height of the fence at its lowest
point or is causing fabric to bulge.
4.Take care to avoid undermining the fence during cleanout.
5.After the contributing drainage area has been stabilized, remove the fence and
sediment deposits, bring the disturbed area to grade and stabilize.
Temporary sediment trap maintenance requirements
1.Inspect temporary sediment traps after each storm event and immediately repair any
erosion and piping holes.
2.Remove sediment when it has accumulated to one-half the design depth.
3.Replace spillway gravel facing when clogged.
4.Inspect vegetation and re-seed if necessary.
5.Check the spillway depth periodically to insure a minimum of 1.5 ft. depth from the
lowest point of the settled embankment to the highest point of the spillway crest and
fill any low area to maintain desired elevation.
6.Promptly replace any displaced riprap, being careful that no stones in the spillway are
above design grade.
7.After all disturbed areas have been stabilized, remove the structure and sediment,
smooth the site to blend with adjoining areas and stabilize.
Curb Inlet barrier maintenance requirements.
1.Inspect frequently for damage by vehicular traffic and repair if necessary.
2.Inspect after each storm event.
3.Remove sediment, without flushing, when it reaches half the height of barrier.
4.Deposit removed sediment where it will not enter storm sewer drains.
Drop Inlet barrier maintenance requirements.
1.Inspect after each storm event and repair if necessary.
2.Remove sediment, without flushing, when it reaches half the height of barrier.
3.Deposit removed sediment where it will not enter storm sewer drains.
4.When contributing drainage area has been stabilized, remove and properly dispose of
construction material and sediment, finish grade the disturbed area and stabilize.
Erosion control blanket (surface applied) maintenance requirements
1.During vegetative establishment, inspect after each storm event for any erosion below
the blanket.
2.If any area(s) shows erosion, pull back that portion of the blanket covering it, reseed
the area and relay and staple the blanket.
3.After vegetative establishment check the treated area periodically.
Topsoil (Salvage and Utilization):
1.Inspect newly topsoiled areas frequently until vegatation is established
2.Repair eroded or damaged areas and revegetate.
Surface Roughening:
1.Inspect frequently seeded slopes for rills and gullies.
2.Fill any eroded areas to slightly above the original grade, then re-seed and mulch as
soon as possible.
Riprap:
1.Inspect periodically for displaced rock material, slumping, and erosion at edges,
especially downstream or downslope. Repair as needed.
Rock Check Dam:
1.Inspect check dams and the channel after each storm event, and repair
any damage immediately.
2.If significant erosion occurs between dams, install a riprap liner in that portion of the
channel.
3.Remove sediment accumulated behind each dam as needed to maintain channel
capacity, to allow drainage through the dam, and to prevent large flows
from displacing sediment.
4.Add rock to the dams as needed to maintain design height and cross section.
5.When the dams are no longer needed, remove the rock and stabilize chanel, using an
erosion-resistant lining if necessary.
B15 Erosion & sediment control specifications for commercial site:
The commercial site is to be stabilized; the builder must take steps to:
·protect adjacent properties from sedimentation·prevent mud/sediment from depositing on the street·protect drainageways from erosion and sedimentation·prevent sedimentation laden water from entering storm sewer inlets
Construction sequence on commercial site should be as follows:
1. Clearly delineate areas of trees, shrubs, and vegetation that are to be undisturbed.
To prevent root damage, the areas delineated for tree protection should be at least
the same diameter as the crown.
2. Install perimeter silt fence at construction limits. Position the fence to intercept runoff
prior to entering drainage swales.
3. Avoid disturbing drainage swales if vegetation is established. If drainage swales are
bare, install erosion control blankets or sod to immediately stabilize.
4. Install drop inlet protection for all inlets on the property.
5. Install curb inlet protection, on both sides of the road, for all inlets along the property
frontage and along the frontage of adjacent lots, or install temporary catch basin
inserts in each inlet and frequently clean.
6. Install gravel construction entrance that extends from the street to the building pad.
7. Perform primary grading operations.
8. Contain erosion from any soil stockpiles created on-site with silt fence around the
base.
9. Establish temporary seeding and straw mulch on disturbed areas.
10. Construct the assisted living home and install utilities.
11. Install downspout extenders once the roof and gutters have been constructed.
Extenders should outlet to a stabilized area.
12. Re-seed any areas disturbed by construction and utilities installation with temporary
seed mix within 3 days of completion of disturbance.
13. Grade the site to final elevations. Add topsoil as needed to minimize erosion of
underlying soil and to quickly establish grass.
14. Install permanent seeding or sod.
All erosion and sediment control measures must be properly maintained throughout
construction. Temporary and permanent seeding should be watered as needed until
established.
See Plan Sheet C105 & C808 - C811.
SECTION C
Stormwater Pollution Prevention Plan
Post Construction Component
The post construction component of the SWPPP includes the implementation of stormwater quality
measures to address pollutants that will be associated with the final land use. Post construction
stormwater quality measures should be functional upon completion of the project. Long term
functionality of the measures are critical to their performance and should be monitored and
maintained.
C1 Description of pollutants and their sources associates with the proposed and use:
Silt and sediment from expose soils, leaves, mulch, vehicular sources such as leaking fuel
or oil, brake fluid, brake dust, grease, antifreeze, metals, rubber fragments, road grit, salts and
sands, construction trash and debris, fertilizers, household items including but not limited to
cleaning agents, chemicals, paint, miscellaneous home improvement materials, toys, clothing and
animal waste, elevated storm runoff temperatures, acid rains, pesticides and pathogens.
C2 Sequence describing stormwater quality measure implementation:
1.Inspect and maintain all erosion control measures as detailed in the Stormwater
Pollution Prevention Measures Maintenance Requirement beginning immediately
after installation and continuing until vegetation has been sufficiently established
and all construction activities completed.
2.Remove all individual inlet protection and straw bale dames, silt fences, etc. only
after seeding and sufficient vegetative growth has been established in each area to a
point where sediment/pollutants will not enter the lake(s) or storm sewer system.
3.Inspection and maintenance of all common area and infrastructure improvements
is the responsibility of the owner/developer or his designee until improvements are
accepted for maintenance by homeowners association or local agencies.
4.Inspection and maintenance of individual lots is the responsibility of the home
builder or his designee until the homeowner buys and thereby accepts
responsibility for the individual lot.
C3 Description of proposed post-construction stormwater quality measures:
Site and facility design for stormwater quality protection on this site employs a multi-level
strategy consisting of:
1.Reducing post-project runoff.
2.Controlling sources of pollutants.
3.Reducing the amount of impervious areas within the developed site. Stormwater
quality measures for reducing, eliminating or controlling pollutants (source
controls) included in the project are:
a.Detention/retention devices
b.Reducing runoff or direct runoff from impervious areas
c.Vegetated strips and/or swales
d.Permanent erosion control seeding and plantings
e.Outlet protection and velocity dissipation devices
f.Earthen dikes, drainage swales and lined ditches
g.Rock slope protection
h.Mulching
i.insert/delete additional site specific measures
C4 Location, dimensions, specifications and construction details of stormwater quality
measures.See Plan Sheet C104C & C807.
C5 Description of maintenance guidelines for proposed water quality measures:
Owner Inspections:
The Owner shall inspect the condition of the BMP(s) on a monthly, annually and after a major
storm event in accordance with this manual and in accordance with the requirements of the
Jurisdictional entity.
Inspections by the Owner of the BMP(s) and Pond(s) shall include observations of the inlet and/or
outlet structures, vegetated areas along the banks and perimeters of the ponds and forebays, and
immediate downstream receiving channels. Observation of the accumulated amount of sediment
within the forebays and/or Swirl Chambers shall be conducted and recorded. Any item identified to
be in a state of disrepair or non-functioning shall be replaced or repaired immediately.
Good House Keeping:
Periodic maintenance and inspections of the storm sewer network will reduce stormwater runoff
pollution. Inspect Inlets for debris and sediment. Remove debris and sediment and dispose of
properly. Properly Cleanup and/or report any chemical spills. Minimize fertilizer, pesticide and
herbicide applications. Avoid applying before any rain event.
Record Keeping:
The owner(s) of the BMP should keep a file containing all information pertaining to repair,
replacement, and maintenance of the BMP. Files should be readily accessible to parties performing
maintenance on the BMP and local regulatory agencies.
Files should include the following:· Operations and Maintenance Manual·Inspections Sheets - All completed inspection sheets and blank forms·Construction plans (as-builts if applicable) - Including grading and benchmarks
·Specifications - Storm drainage and landscaping·Maintenance Log - Log of all inspections, repairs, and associated costs·Contact Information - Licensed Civil Engineer, Geotechnical Engineer, Landscape
Architect, and Contractor qualified to perform tasks
After construction, the Owner is responsible for BMP maintenance and records of inspections.
BMP - Underground Detention (Permeable Paver System)
Inspection and Maintenance of Underground Detention
I.Inspections
The frequency of inspections outlined should be considered the minimum, if no events warrant additional
inspections. See Maintenance Inspections Checklist for inspection frequencies. It is advisable that all visual
inspection be performed after each sizable storm event. Inspections should be performed by personnel
experienced in the maintenance of each element.
II. Maintenance
A. Structural Elements - At a minimum, the structural elements of the underground detention should be
thoroughly inspected once a year. Several of the structural elements may need more frequent inspections.
Refer to the Maintenance Inspections Checklist. The inspections should include the following:
·The inside of the structure should be inspected for cracks, spalling, joint failure or leaks a
minimum of once per year. If signs of cracks, leaks, misalignment, sagging or settlement of
the structure or relay pipe are observed, a Civil Engineer or Geotechnical Engineer should
be retained to determine the probable cause and recommended remediation.
·The orifice should be inspected and outlet pipes should be inspected for debris or sediment
accumulation after every major storm event. Any sediment or debris removal should be
removed to prevent blockage. Do NOT flush sediment downstream.
·The outlet pipe and storage pipes should be visually inspected for sagging and alignment a
minimum of once per year.
B. Ground Surface - The ground surface should be inspected a minimum of once per year. Visual inspection
should be done in areas where any underground storage devices are located. If there is any signs of sink holes, a
Civil Engineer should be retained to determine the probable cause and recommended remediation
BMP - Biofiltration Tree Box
UrbanGreen BioFilter™
Inspection and Maintenance
The UrbanGreen™ BioFilter should be inspected at regular intervals and maintained when
necessary to ensure optimum performance. The rate at which the system collects pollutants will
depend more heavily on site activities than the size of the unit (i.e. unstable soils or heavy winter
sanding will cause the system to fill more quickly but regular sweeping will slow accumulation).
Maintenance of the UrbanGreen BioFilter should be performed by a qualified professional who has
experience with maintenance of stormwater management systems.
For more information, please contact CONTECH at 800.338.1122 or info@contech-cpi.com.
Inspection and Routine Maintenance
Inspection is the key to effective maintenance. Inspect annually unless local regulations or site
conditions require more frequent inspection. Routine maintenance, defined as trash and debris
removal and general upkeep, should be performed during each inspection if necessary.
First record the height, width and condition of the tree. A sample log is provided. Once these
recordings have been taken, the tree grate should be removed to observe the bioretention bay.
Any trash and debris that has collected here should be removed and disposed of appropriately.
As with all media filtration systems, captured pollutants and sediments will accumulate on the
surface of the engineered soil mixture over time, reducing the treatment capacity of the system. If
captured pollutants are observed to have occluded the media surface, or if standing water is
present in the biofiltration bay during dry periods, then maintenance of the top layer of soil mixture
is required. Studies have shown that the majority of all captured pollutants reside in the top 2-3
inches of soil and therefore it is likely that only this layer needs to be replaced. (California
Stormwater Quality Association (CASQA), New Development and Redevelopment Handbook,
January 2003).
Replacement soil is available from CONTECH. Please note that when replacing the engineered
soil mixture, the energy dissipation rocks which protect the inlet from scour should be collected and
set aside for use with the new soil. Once the new soil has been installed, the energy dissipation
rocks should be placed back at the inlet.
Once the bioretention bay has been inspected and maintenance procedures completed, the tree
grate placed should be put securely back in place.
As part of the standard terms of system purchase, CONTECH will supply routine maintenance
services as described herein within approximately 1 year of system activation. Associated
maintenance log records will be made available to the owner upon request.
Inspection and maintenance of the media cartridge bay are also critical to the overall performance
of the system. Inspection should be performed at the same time as inspection of the bioretention
bay. Remove the cover over the media cartridge bay and observe the accumulated pollutants
within the chamber. If more than three inches of sediment is found on the chamber floor or on the
tops of the cartridges, then cartridge replacement should be performed. Additionally, if standing
water resides in the chamber for greater than twenty-four hours after a storm event, then cartridge
replacement should be performed.
Depending on site and climatic conditions, maintenance frequency of the media cartridges should
range from 3 to 5 years. Instructions for cartridge replacement are provided in the Non-Routine
Maintenance section below. All observations from inspection of the media cartridge bay should be
recorded in the maintenance log.
Non-Routine Maintenance
Non-routine maintenance is defined as clean-out of the media cartridge bay and replacement of
cartridges. Replacement cartridges can be ordered by contacting CONTECH at 800.338.1122.
The first step in the clean-out of the media cartridge bay is to remove the sediment and debris that
has collected in this chamber. A vacuum truck or manual operation can be used for this procedure.
Once the sediment and debris has been removed, the existing cartridges should be removed from
the system. Cartridges are connected to the underdrain manifold by a simple quarter-turn
connection and are easily disconnected.
Once the cartridges are removed from the vault, any remaining sediment and/or debris should be
cleaned out. The final step in the cartridge replacement process is to install the replacement
cartridges. Replacement cartridges should be installed securely to the quarter-turn connection
system and the cover placed securely back over the media cartridge bay.
General Maintenance Notes
All OSHA standards for health and safety should be followed at all times when inspecting or
maintaining the UrbanGreen BioFilter. Furthermore, disposal of pollutants removed from the
UrbanGreen BioFilter should be performed in accordance with all regulatory requirements.
ELEMENT DESCRIPTION SHEET
A1 INDEX
A2 11x17 PLAT
A3 NARRATIVE C102-C102C
A4 VICINITY MAP C100
A5 LEGAL DESCRIPTION C100
A6 IMPROVEMENTS C102-C102C
A7 HYDROLOGIC CODE C808
A8 STATE OR FEDERAL PERMITS NONE
A9 STORMWATER DISCHARGE POINTS C105
A10 WETLANDS, LAKES, AND WATER COURSES NONE
A11 RECEIVING WATERS C810
A12 DISCHARGE TO GROUND WATER NONE
A13 FLOODPLAIN, FLOOD WAYS, & FLOODWAY FRINGE C101
A14 PEAK DISCHARGES C103-C810
A15 ADJACENT LAND USE C100 & C101
A16 CONSTRUCTION LIMITS C102 - C102C
A17 EXISTING VEGETATIVE COVER C101
A18 SOILS C808
A19 PROPOSED STORMWATER SYSTEMS C104 - C104C
A20 OFFSITE ACTIVITIES
A21 SOIL BORROW OR STOCKPILES C105
A22 EXISTING TOPOGRAPHY C101
A23 FINAL TOPOGRAPHY C103 - C103C
B1 POTENTIAL POLLUTANTS C811
B2 SEQUENCE DESCRIBING STORMWATER QUALITY C810
B3 CONSTRUCTION ENTRANCE C105 & C808
B4 SEDIMENT CONTROL FOR SHEET FLOW C105, C808 - C811
B5 SEDIMENT CONTROL FOR CONCENTRATED FLOW
B6 SEDIMENT CONTROL FOR SEWER INLET PROTECTION
B7 RUNOFF CONTROL MEASURES
B8 STORMWATER OUTLET PROTECTION
B9 GRADE STABILIZATION
B10 DETAILS FOR EACH STORMWATER QUALITY MEASURE C105 & C806
B11 TEMPORARY STABILIZATION METHODS
B12 PERMANENT STABILIZATION
B13 MATERIAL HANDLING AND SPILL PREVENTION C811
B14 MONITORING & MAINTENANCE GUIDELINES
B15 EROSION & SEDIMENT FOR INDIVIDUAL LOTS N/A
C1 POLLUTANTS & SOURCES ASSOCIATED WITH LAND USE
C2 SEQUENCE FOR STORMWATER QUALITY MEASURES
C3 POST CONSTRUCTION STORWATER QUALITY
C4 DETAILS FOR EACH STORMWATER QUALITY MEASURE
C5 DESC. MAINTENANCE FOR POST CONSTRUCTION SWQ MEASURES
SWPPP ELEMENT INDEX
C811
C104 & C807
C811
NONE
BMP - Sumped And Hooded Catch Basin
A sumped catchbasin with a hooded outlet is a standard catch basin with the bottom of the catch
basin set 2 feet below the invert of the outlet pipe. The outlet pipe has either a manufactured hood
or a downturned elbow at the inlet that is submerged below the outlet invert elevation. This
provides for settling or large sediment particles and holds back floatable materials
Inspection and Maintenance of Sumped and Hooded Catch Basins
Sumped and hooded catch basins require regular inspection and maintenance to ensure the
system is functioning properly. The frequency interval for inspection and maintenance is much
greater in the initial stages of establishing the system. As vegetation becomes established the
inspection and maintenance interval can be extended. To inspect the catch basin, the grate needs
to be removed. Visually inspect the top of the water for a sheen or floating debris. The depth of
sediment can be determined using a stick.
Regular Sediment and Debris Removal:
Sediment and debris (litter, leaves, logs, papers, and cans, etc.) within the catch basin should be
collected and removed. Debris should be removed as it accumulates and sediment should be
removed when the depth of sediment reaches 6-inches at any spot. The frequency of clearing
should be based on the amount of sediment and debris generated.
C105, C808 - C811
C105, C808 - C811C105, C808 - C811
C105, C808 - C811
C105, C808 - C811
C105, C808 - C811
C105, C808 - C811
C811
C811C811
Job No.
Date:August 12, 2014
Scale:
Sheet:
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PE 10809217
STATE OF
R E G ISTER
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D
SECTION D
Stormwater Pollution Prevention Plan
Additional Measures
D1 Vehicle & Equipment Maintenance
1.Description and Purpose:
Prevent or reduce the contamination of stormwater resulting from vehicle and
equipment maintenance by running a "dray and clean site". The best option would
be to perform maintenance activities at an offsite facility. If this option is not
available then work should be performed in designated areas only, while providing cover
for materials stored outside, checking or leaks and spills, and containing and cleaning up
spills immediately.
2.Suitable Applications
These procedures are suitable on all construction projects where an onsite yard
area is necessary for storage and maintenance of heavy equipment and vehicles.
3.Limitations
Onsite vehicle and equipment maintenance should only be used where it is
impractical to send vehicles and equipment offsite for maintenance and repair.
Sending vehicles/equipment offsite should be done in conjunction with a Stabilized
Construction Entrance/Exit. Outdoor vehicle or equipment maintenance is a
potentially significant source of stormwater pollution. Activities that can contaminate
stormwater include egine repair and service, changing or replacement of fluids, and
outdoor equipment storage and parking (engine fluid leaks).
4.Implementation
a.If maintenance must occur onsite, use designated areas, located away from
drainage course. Dedicated maintenance areas should be protected from
stormwater run-on and runoff, and should be located at least 50 ft from
downstream drainage facilities and watercourse.
b.Drip pans or absorbent pads should be used during vehicle and equipment
maintenance work that involves fluids, unless the maintenance work is
preformed over an impermeable surface in a dedicated maintenance area.
c.Place a stockpile of spill cleanup materials where it will be readily accessible.
d.All fueling trucks and fueling area are required to have spill kits and/or use
other spill protection devices.
e.Use absorbent materials on small spills. Remove the absorbent materials
promptly and dispose of properly
f.Inspect onsite vehicles and equipment daily at startup for leaks, and repair
immediately.
g.Keep vehicles and equipment clean; do not allow excessive build-up of oil and
grease.
h.Segregate and recycle wastes, such as grease, used oil or oil filters,
antifreeze, cleaning solutions, automotive batteries, hydraulic and transmission
fluids. Provide secondary containment and covers for these materials if stored
onsite.
i.Train employees and subcontractors in proper maintenance and spill cleanup
materials.
j.Drip pans or plastic sheeting should be placed under all vehicles and
equipment placed on docks, barges or other structures over water bodies
when the vehicle or equipment is planned to be idle for more than 1 hour.
k.Properly dispose of used oils, fluids, lubricants, and spill cleanup materials.
l.Do not place used oil in a dumpster or pour into a storm drain or water course.
m.Properly dispose of or recycle used batteries.
n.Do not bury used tires.
o.Repair leaks of fluids and oil immediately.
p.Listed below is further information if you must perform vehicle or equipment
maintenance onsite.
5.Inspect and maintenance
a.Inspect and verify that BMPs are in place prior to the commencement of
associated activities. While activities associates with the BMP are under
way, inspect weekly to verify continued BMP implementation.
b.Keep ample supplies of spill cleanup materials onsite.
c.Maintain waste fluid containers in leak proof condition.
e.Vehicles and equipment should be inspected on each day of use. Leaks should
be repaired immediately or the problem vehicle(s) or equipment should be
removed from the project site.
f.Inspect equipment for damaged hoses and leaky gaskets routinely. Repair or
replace as needed
D2 Vehicle and Equipment Fueling
1.Description and Purpose
a.Vehicle equipment fueling procedures and practices are designed to prevent
fuel spills and leaks, and reduce or eliminate contamination of stormwater.
This can be accomplished by using offsite facilities, fueling in designated
areas only, enclosing or covering stored fuel, implementing spill controls, and
training employees and subcontractors in proper fueling.
2.Limitations
a.Onsite vehicle and equipment fueling should only be used where it is
impractical to send vehicles and equipment offsite for fueling. Sending
vehicles and equipment offsite should be done in conjunction with a stabilized
construction entrance/exit.
3.Implementation
a.Use offsite fueling station as much as possible. These businesses are better
equipped to handle fuel and spills properly. Performing this work offsite can
also be economical by eliminating the need for separate fueling area at a site.
b.Discourage "topping-off" of fuel tanks.
c.Absorbent spill cleanup materials and spill kits should be available in fueling
areas and on fueling trucks, and should be disposed of properly after use.
d.Drip pans or absorbent pads should be used during vehicle and equipment
fueling, unless the fueling is performed over an impermeable surface in a
dedicated fueling area.
e.Use absorbent materials on small spills. Do not hose down or bury the spill.
Remove the absorbent materials promptly and dispose of properly.
f.Avoid mobile fueling of mobile construction equipment around the site;
rather, transport the equipment to designated fueling areas.
g.Train employees and subcontractors in proper fueling and cleanup
procedures.
h.Dedicated fueling areas should be protected form stormwater run-on and
runoff, and should be located at least 50 ft. away from downstream drainage
facilities and watercourses. Fueling must be performed on level-grade
areas.
i.Protect fueling areas with berms and dikes to prevent run-on, runoff, and to
contain spills.
j.Nozzles used in vehicle and equipment fueling should be equipped with an
automatic shutoff to control drips. Fueling operations should not be left
unattended.
k.Federal, state, and local requirements should be observed for any stationary
above ground storage tanks.
4.Inspection and Maintenance
a.Vehicles and equipment should be inspected each day of use for leaks.
Leaks should be repaired immediately or problem vehicles or equipment
should be removed from the project site.
b.Keep ample supplies of spill cleanup materials onsite.
c.Immediately clean up spills and properly dispose of contaminated soil and
cleanup materials.
SECTION D - continued
Stormwater Pollution Prevention Plan
Additional Measures
D3 Solid Waste Management
1.Description and purpose
a.Solid waste management procedures and practices are designed to prevent
or reduce the discharge of pollutants to stormwater from solid or
construction waste by providing designated waste collection areas and
containers, arranging for regular disposal, and training employees and
subcontractors.
2.Suitable Applications
a.This BMP is suitable for construction sites where the following wastes are
generated or stored.
1.)Solid waste generated from trees and shrubs removed during land
clearing, demolition of existing structures (rubble), and building
construction.
2.)Packaging materials including wood, paper and plastic.
3.)Scrap or surplus building materials including scrap metals, rubber,
plastic, glass pieces and masonry products.
4.)Domestic wastes including food containers such as beverage cans,
coffee cups, paper bags, plastic wrappers and cigarettes.
5.)Construction wastes including brick, mortar, timber, steel and metal
scraps, pipe and electrical cuttings, non-hazardous equipment parts,
Styrofoam and other materials send transport and package
construction materials.
3.Implementation
a.The following steps will help keep a clean site and reduce stormwater
pollution
1.)Select designated waste collection area onsite.
2.)Inform trash-hauling contractors that you will accept only watertight
dumpsters for onsite use.
3.)Inspect dumpsters for leaks and repair any dumpster that is not
watertight.
4.)Provide an adequate number of containers with lids or covers that can
be placed over the container to keep rain out or to prevent loss of
wastes when it is windy.
5.)Plan for additional containers and more frequent pickup during the
demolition phase of construction.
6.)Collect site trash daily, especially during rainy and windy conditions.
7.)Remove this solid waste promptly since erosion and sediment control
deices tend to collect litter.
8.)Make sure that toxic liquid wastes (used oils, solvents, and paints)
and chemicals (acids, pesticides, additives, curing compounds) are
not disposed of in dumpster designated for construction debris.
9.)Do not hose out dumpster on the construction site. Leave dumpster
cleaning to the trash hauling contractor.
10.)Arrange for regular waste collection before containers overflow.
11.)Clean up immediately if a container does spill.
12.)Make sure that construction waste is collected, removed, and
disposed of only at authorized disposal areas.
4.Collection, Storage and Disposal
a.Littering on the project site should be prohibited.
b.To prevent clogging of the storm drainage system, litter and debris removal
from drainage grates, trash racks, and ditch lines should be a priority.
c.Trash receptacles should be provided in the contractor's yard, field trailer
areas, and at locations where worker congregate for lunch and break
periods.
d.Litter from work areas within the construction limits of the project site should
be collected and placed in watertight dumpsters at least weekly., regardless
of whether the litter was generated by the contractor, the public, or others.
Collected litter and debris should not be placed in or next to drain inlets,
stormwater drainage systems or watercourses.
e.Dumpsters of sufficient size and number should be provided to contain the
solid waste generated by the project.
f.Full dumpster should be removed from the project site and the contents
should be disposed of by the trash hauling contractor.
g.Construction debris and waste should be removed from the site biweekly or
more frequently as needed.
h.Construction material visible to the public should be stored or stacked in an
orderly manner.
i.Stormwater run-on should be prevented from contacting stored solid waste
through the use of berms, dikes, or other temporary diversion structures or
through the use of measures to elevate waste from site surfaces.
j.Solid waste storage areas should be located at least 50 ft. from drainage
facilities and watercourses and should not be located in area prone to
flooding or ponding.
5.Inspection and Maintenance
a.Inspect and verify that activity-based BMPs are in place prior to the
commencement of associated activities. While activities associated with
the BMP are underway, inspect weekly to verify continued BMP
implementation.
b.Inspect BMPs subject to non-stormwater discharge daily while non-
stormwater discharges occur.
c.Inspect construction waste area regularly.
d.Arrange for regular waste collection.
6.Concrete Washout
a.The following steps will help reduce stormwater pollution from concrete
wastes:
1.)Discuss the concrete management techniques described in this BMP
such as handling of concrete waste and washout) with the ready-mix
concrete supplier before any deliveries are made.
2.)Incorporate requirement for concrete waste management into material
supplier and subcontractor agreements.
3.)Store dry and wet materials under cover, away from drainage areas.
4.)Avoid mixing excess amounts of fresh concrete.
5.)Perform washout of concrete trucks offsite or in designated areas
only.
6.)Do not wash out concrete trucks into storm drains, open ditches,
streets or streams.
7.)Do not allow excess concrete to be dumped onsite, except in
designated areas.
8.)For onsite washout.
-Locate washout area at least 50 ft from storm drains, open ditches, or water
bodies.
-Do not allow runoff from this area by constructing a temporary pit or bermed area
large enough for liquid and sold waste.
-Washout wastes into the temporary it where the concrete can set, be broken up
and then disposed of properly.
-Avoid creating runoff by draining waste to a bermed or level are when washing
concrete to remove fin particles and expose the aggregate.
-Do not wash sweepings from exposed aggregate concrete into the street or storm
drain. Collect and return sweepings to aggregate base stockpile or dispose in the
trash.
Potential Pollutant Sources andSuggested Best Management Practices
Potable water line flushing
· Capture and re-use water on site for dust control.
· Capture and direct water to area located well away from storm drain system for infiltration and
evaporation.
· Capture and treat water (using methods approved by responsible local agency) before discharging
to storm drain.
· Completely cover all storm drain inlets (rubber mats or similar) during flushing operations where
highly chlorinated water can get into street and gutters.
. Capture ponded water and handle using one of above BMPs.
Portable toilets
· Locate portable toilets away from gutters, storm drain inlets and waterways.
· Place portable toilets on stable, flat surface pad not prone to flooding or water ponding.
· Anchor portable toilets to prevent blowing over during windstorms.
Installation and Cleaning of Concrete, Masonry, Stucco and Plaster (alkaline/limestone/ chalk products)
· Use high pressure water, and avoid use of detergents and acids.
· When acids are necessary (to clean discolored concrete, for instance), use one of following:
_Capture and direct water to area located well away from storm drain system for infiltration
and evaporation.
_ Capture and treat water before discharging to sanitary sewer (need agency approval).
· Completely cover all storm drain inlets (rubber mats or similar) during concrete and similar
operations where polluted water can get into street and gutters. Capture ponded water and handle using
one of above BMPs.
· Conduct tool and equipment rinsing in marked, designated areas of the lot where there is no
potential for water to enter storm drains.
· Establish and properly sign designated concrete wash out areas for use by concrete trucks.
· Educate concrete subcontractors and consider establishing incentives and/or penalties to ensure
compliance.
Asphalt
· Avoid asphalt paving when storm events are imminent.
Petroleum products
· Avoid storing these materials on site, if possible; otherwise, store these materials away from
storm water.
· Promptly clean up any spills
· Properly contain and dispose of motor oil and other lubricants if vehicles are maintained on site.
Painting
· Wash tools and equipment in marked, designated areas of the lot where there is no
potential for water to enter storm drains.
· Wash tools and equipment into sanitary sewer (may require agency approval).
· Educate painting subcontractors and consider establishing incentives and/or penalties to
ensure compliance.
Cleaning
· Use high pressure washing with plain water whenever possible.
· Use environmentally friendly cleaning products whenever possible.
· Conduct cleaning and store cleaning chemicals in segregated areas where pollutants cannot
enter the storm drain system.
· Educate cleaning subcontractors and consider incentives/penalties to ensure compliance.
Landscaping
· Avoid using pesticides and herbicides.
· Avoid on-site storage. If unavoidable, store all chemicals in original packaging material in covered,
contained area.
· Educate landscape subcontractors and consider establishing incentives and/or penalties to
ensure compliance.
· Avoid using fertilizers.
· If unavoidable, apply fertilizers sparingly, and use only as component of seed mix for
hydro seeding/hydraulic mulch operations.
· Avoid on-site storage. If unavoidable, store all chemicals in original packaging material in
covered, contained area.
Treated wood
· Cover treated wood stored on site as recommended for stockpiles. See stockpiles.
Foundation Pesticide Application
· Do not spray foundations during or before predicted rain events.
· Restrict spraying to inside footprint of building.
Soil amendments & dust control
For dust control:
· Consider using clean or recycled site water whenever possible. Protect storm drains
and do not allow water to flow from soil areas to storm drains.
For soil amendments:
· Do not over-apply the products.
· Avoid on-site storage. If unavoidable, store all chemicals in original packaging material in
covered, contained area.
· See BMPs for stockpiled materials, end of table.
· Dispose of leftover unused product properly and quickly after use.
· Check with manufacturer to obtain documentation that shows that proper use of product(s)
will not have adverse ecological affects.
Stock Piles
· Year Round:
Locate stockpiled materials away from concentrated flows of stormwater and other water.
Surround stockpiles left overnight with a temporary berm (e.g., sandbags) that will not
allow water to run into the pile.
· During rainy season or when rain is predicted during dry season:
cover all stockpiled materials left overnight (in addition to berms)
Inspection Type: Routine (every 7 calendar days) During Storm Pre-Storm Post-Storm Date: ______/_______/_______
Weather during inspection: _________________________Storm Start Time: _________________________Storm Duration: ___________________________
Approximate Amount of Rainfall (inches): ___________Name of Inspector: ______________________________Title of Inspector: ___________________________
Construction Inspection and Maintenance Log - continued
Overall ConditionG=Good F=Fair P=Poor Maintenance NeededInspection Areas
G F P
Location
Yes No
Comments
(Indicate if BMP is Inadequate For The Location)
Outlet Stabilization
provisions being implemented
downstream locations)(if inaccessible inspect nearby
Sediment Trapsand Riprap Basins and
Facility
Stormwater Detention/Retention
mud, sediment. And debris
Public and private streets clean of
Storm Drainage Culverts
Material Laydown and Staging Area
Inlet Protection
Temporary Sediment Basins, Gravel
Perimeter Control Measures
Points of Discharge
Construction Entrance/Exit
All permits attained and special
Site information posted at the entrance
(Indicate if BMP is Inadequate For The Location)Comments
NoYes
Location
PFG
Inspection Areas NeededMaintenance G=Good F=Fair P=PoorOverall Condition
Construction Inspection and Maintenance Log
Title of Inspector: ___________________________Name of Inspector: ______________________________Approximate Amount of Rainfall (inches): ___________
___________________________Storm Duration: Storm Start Time: _________________________Weather during inspection: _________________________
Date: ______/_______/_______Storm- PostStorm- PreDuring Storm Routine (every 7 calendar days) Inspection Type:
Vehicle Service Area Berm
Concrete Washout
Temporary or Permanent Seeding,
Swales and ditches
Temporary soil stockpiles in approved
Temporary stabilization
(dormant for 14 days)
Dewatering/pumping operations have
Material Management and Storage
Solid and Construction Waste
Sanitary Wastes
Non - Stormwater Discharges
Location(s) Where Additional BMPis Needed That Was Not ShownOn The Plan
protected outlet and discharge
clear water
of disturbed ground
area and properly protected
stabilized and protected
Sodding, Mulching or Landscaping
C811
Not to Scale
SWPPP
INFORMATION
EXAMPLE Construction Inspection and Maintenance Log
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
EXAMPLE BioFilter Inspection & Maintenance Log
EXAMPLE Paver Maintenance Log
Job No.
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INDIA N A
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PE 10809217
STATE OF
R E G ISTER
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WATER MAIN
PVC RATED AT 200 PSI, (EITHER ASTM D-2241 (SDR 21) OR
AWWA C-900 (DR 14 ) OR AWWA C-905 (DR 21) OR DUCTILE IRON
(CLASS 51 MIN.)
THEN SANITARY SEWER PIPE SEGMENT SHALL BE
NO SPECIAL PIPE MATERIAL OR GRADE REQUIREMENTS
SANITARY SEWER
LESS THAN 10'LESS THAN 18"
IF "A" IS
18" OR MORE
IF "B" IS
10' OR MORE
JOINT
FLOW
"A"JOINT
SANITARY SEWER
10' MIN.
PROPOSED GRADE
10' MIN.
"A"
"B"
WATER MAIN
SCALE: NONESA-9 SEWER AND WATER SEPARATION REQUIREMENTS
NOTES:
Water and sewer crossings and seperations shall be in accordance with Ten State Standards and local codes.
There shall be no physical connections between a public or private water supply system and a sanitary sewer or appurtenances
thereto which would permit the passage of any polluted water into the potable supply.
Sanitary sewers shall be laid ten (10) feet horizontally from any existing or proposed water line. The distance shall be measured
edge to edge. In cases where it is not practical to maintain a ten (10) foot seperation, the appropriate reviewing agency may
allow deviation on a case-by-case basis if supported by data from the design engineer. Such deviation may allow installation of
the sewer closer to a water main provided that the water main is in a separate trench or on an undisturbed earth shelf located
to one side of the sewer, and at an elevation so the bottom of the water main is at least 18 inches above the top of the sewer.
Sanitary sewers crossing water mains shall be laid to provide a minimum vertical seperation distance of 18 inches between the
outside of water main and the outside of the sewer. This shall be the case where the water main is either above or below the
sewer. The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water
main joints.
Where a water main crosses under a sewer, adequate structural support shall be provided for the sewer to prevent damage to
the water main.
When it is impossible to obtain proper horizontal and vertical seperation as stipulated above, the sewer shall be designed and
constructed equal to water pipe, and shall be pressure tested to assure water tightness prior to backfilling.
C812
As Noted
DETAILS
DISTRIBUTION
WATER
Job No.
Date:August 12, 2014
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INDIA N A
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PE 10809217
STATE OF
R E G ISTER
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D
Job No.
Date:August 12, 2014
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INDIA N A
PAUL A J E A N GARTN
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PE 10809217
STATE OF
R E G ISTER
E
D
C813
As Noted
DETAILS
SANITARY SEWER
CARMEL UTILITIES
Job No.
Date:August 12, 2014
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INDIA N A
PAUL A J E A N GARTN
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PE 10809217
STATE OF
R E G ISTER
E
D
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
Job No.
Date:August 12, 2014
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INDIA N A
PAUL A J E A N GARTN
E
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PE 10809217
STATE OF
R E G ISTER
E
D
C814
As Noted
DETAILS
SANITARY AND WATER
CARMEL UTILITIES
Job No.
Date:August 12, 2014
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INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G ISTER
E
D
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
Job No.
Date:August 12, 2014
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INDIA N A
PAUL A J E A N GARTN
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PE 10809217
STATE OF
R E G ISTER
E
D
C815
As Noted
HAMILTON COUNTY
STORM SEWER
DETAILS
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
Job No.
Date:August 12, 2014
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INDIA N A
PAUL A J E A N GARTN
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PE 10809217
STATE OF
R E G ISTER
E
D
C816
As Noted
HAMILTON COUNTY
STORM SEWER
DETAILS
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
Job No.
Date:August 12, 2014
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ESSIONA L E N G INEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G ISTER
E
D
C817
As Noted
CITY OF CARMEL
CURBING AND
PAVING POLICY
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
Job No.
Date:August 12, 2014
Scale:
Sheet:
68
9
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ESSIONA L E N G INEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G ISTER
E
D
C818
As Noted
CITY OF CARMEL
CURBING AND
PAVING POLICY
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
Job No.
Date:August 12, 2014
Scale:
Sheet:
68
9
P
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M
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D
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Title:
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2013-1726
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ESSIONA L E N G INEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G ISTER
E
D
C819
As Noted
CITY OF CARMEL
WASTEWATER
DETAILS
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
NOTE: THE MUFFIN MONSTER AND CONFIGURATION SHOWN IN
DETAILS DESCRIBED ON THIS SHEET TO BE INSTALLED IN
SANITARY MANHOLE 400, SEET UTILITY PLAN FOR LOCATION.
Job No.
Date:August 12, 2014
Scale:
Sheet:
68
9
P
R
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M
E
D
D
R
I
V
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RE
V
I
S
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:
Title:
PR
E
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D
F
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:
Kn
o
w
w
h
a
t
'
s
be
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w
.
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f
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y
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d
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g
.
Ca
l
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R
2013-1726
CA
R
M
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L
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C
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FO
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P
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O
F
ESSIONA L E N G INEER
INDIA N A
PAUL A J E A N GARTN
E
R
PE 10809217
STATE OF
R E G ISTER
E
D
C820
As Noted
CITY OF CARMEL
WASTEWATER
DETAILS
"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT"
®