HomeMy WebLinkAboutVillage of West Clay Block D Parking Lot Full SetHORSEFERRY RD.
CONSTRUCTION PLANS FOR
D.B. KLAIN CONSTRUCTION, LLC
VILLAGE OF WEST CLAY BLOCK "D" PARKING LOT
SOUTH OF BROUGHTON ST., EAST OF BROAD ST., NORTH OF
HORSEFERRY RD., WEST OF BIRD CAGE WALK
CARMEL, IN 46032
C001TITLE SHEETw210436-C001 titleNO SCALE
PROJECT LOCATION PROJECT LOCATION
LOCATION MAPAREA MAP
BENCHMARK INFORMATION
LAND DESCRIPTION
PLANS PREPARED FOR
DB KLAIN CONSTRUCTION
2159 GLEBE ST., SUITE 200
CARMEL, IN 46032
TELEPHONE: (317) 846-9992
CONTACT PERSON: DAVID KLAIN
EMAIL: DAVID@DBKLAIN.COM
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL
PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND
STATE AGENCIES PRIOR TO STARTING CONSTRUCTION.
2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION
OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO
STARTING CONSTRUCTION
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE
CONSTRUCTION WITH ALL RESPECTIVE UTILITIES.
4. ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK
SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS.
5. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR
EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL
EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH.
6. IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN
OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
7. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN
QUALITY CONTROL THROUGHOUT THIS PROJECT.
8. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE
LOCAL STANDARDS.
9. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND
METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
10. ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND
CONNECTED TO NEW STORM SEWERS AND POSITIVE DRAINAGE PRESERVED.
11. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER THAT ALL LANDSCAPE
REQUIREMENTS ARE MET AND CONFORM TO APPLICABLE LOCAL STANDARDS.
12. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE
RECORD SURVEYS & PLAT FOR EXACT INFORMATION.
13. THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE
FEDERAL EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE PROGRAM,
WHEN PLOTTED BY SCALE ON FLOOD INSURANCE RATE MAP #18057C0205G, DATED
11/19/2014.
14. THIS SITE DOES NOT CONTAIN ANY WETLANDS AS SHOWN ON THE U.S. DEPARTMENT OF
THE INTERIOR FISH AND WILDLIFE SERVICE; NATIONAL WETLANDS INVENTORY MAP
ONLINE, VIEWED NOVEMBER 2021.
GENERAL NOTES
CITY OF CARMEL PLANNING
ONE CIVIC SQUARE
CARMEL, IN 46032
ANGIE CONN
TEL: 317/571-2417
CITY OF CARMEL ENGINEERING
ONE CIVIC SQUARE
CARMEL, IN 46032
MICHAEL MCBRIDE
TEL: 317/571-2441
CITY OF CARMEL BLDG SERVICES
ONE CIVIC SQUARE
CARMEL, IN 46032
JIM BLANCHARD
TEL: 317/571-2444
CITY OF CARMEL FIRE DEPARTMENT
TWO CIVIC SQUARE
CARMEL, INDIANA 46032
GARY HOYT
TEL: 317/571-2600
CARMEL CITY UTILITIES
760 3RD ABE S.W.
CARMEL, INDIANA 46032
JOHN DUFFY
TEL: 317/571-2648
HAMILTON COUNTY SURVEYOR
ONE HAMILTON COUNTY SQUARE
SUITE 188
NOBLESVILLE, INDIANA 46060
TEL: 317/776-8495
DUKE ENERGY
100 SOUTH MILL CREEK RD.
NOBLESVILLE, INDIANA 46060
TEL: 317/776-5352
COMCAST
9750 E. 150th STREET
SUITE 1600
NOBLESVILLE, INDIANA 46060
TEL: 317/776-4495
VECTREN GAS
P.O. BOX 1700
NOBLESVILLE, INDIANA, 46060
TEL: 317/776-5573
AT&T
5858 NORTH COLLEGE
INDIANAPOLIS, INDIANA 46220
TEL: 317/252-5168
OPERATING AUTHORITIES CITY OF CARMEL STANDARD NOTES
1. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT
2. THESE PLANS COMPLY WITH ALL ADA REQUIREMENTS.
3. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE
RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL
BE THE RESPONSIBILITY OF THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE
RELOCATED SHALL BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
4. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED / REPAIRED TO THE SATISFACTION OF THE CITY AT THE
COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY
PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY.
DESIGN DATA
EXISTING ZONING
PUD
ZONING OVERLAY
N/A
TOTAL ACREAGE
1.77 ACRES
NET ACREAGE
1.77 ACRES
BUILDING COVER RATIO
N/A
BUILDING SQUARE FOOTAGE
N/A
IMPERVIOUS COVER RATIO
92%
DISTURBED ACREAGE
0.80 ACRES
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I-465 I-465
106TH ST.
116TH ST.US-31KEYSTONE PARKWAY86TH ST.
96TH ST.
MAIN ST.
PLANS PREPARED BY:
WEIHE ENGINEERS, INC.
10505 N. COLLEGE AVE.
INDIANAPOLIS, INDIANA 46280
TELEPHONE: 317.846.6611
FAX: 317.843.0546
CONTACT PERSON: MARK THORPE, RLA
EMAIL: THORPEM@WEIHE.NET TOWNE ROADMEETING HOUSE RD.N
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.NEW MARKET ST.BIRD CAGE WALKSITE TBM
NORTHEAST BONNET NUT FIRE HYDRANT LOCATED IN THE NORTHWEST PARKING LOT ISLAND.
OPPOSITE NORTHEAST CORNER OF NEW MARKET HG LLC BUILDING.
ELEV.899.605 (NAVD 88)
A PART OF BLOCK "D" IN VILLAGE OF WESTCLAY, SECTION 3004, VILLAGE CENTER, PART 1, PER PLAT
THEREOF RECORDED IN PLAT CABINET 2, SLIDE 345, AS INSTRUMENT NO. 199909965089 IN THE OFFICE
OF THE RECORDER OF HAMILTON COUNTY, INDIANA, DESCRIBED AS THE FOLLOWS:
COMMENCING AT THE WEST-SOUTHWEST CORNER OF BLOCK "D" ALSO BEING THE INTERSECTION OF
THE EAST LINE OF BROAD STREET AND THE NORTHEASTERLY LINE OF EAST NEW MARKET STREET;
THENCE ON THE NORTHEAST RIGHT OF WAY LINE OF EAST NEW MARKET STREET SOUTH 45 DEGREES
08 MINUTES 09 SECONDS EAST (BASIS OF BEARINGS) 59.73 FEET TO THE MOST WESTERLY CORNER OF
THE LANDS CONVEYED TO NEW MARKET HG LLC AS DESCRIBED IN A RECEIVER'S DEED RECORDED AS
INSTRUMENT NO. 2014009625; THENCE ALONG THE NORTHWESTERLY LINE OF NEW MARKET HG NORTH
44 DEGREES 51 MINUTES 51 SECONDS EAST 81.81 FEET TO THE NORTHWEST CORNER OF NEW MARKET
HG AND THE POINT OF BEGINNING; THENCE NORTH 00 DEGREES 08 MINUTES 09 SECONDS WEST 113.20
FEET TO THE EASTERLY EXTENSION OF THE SOUTH LINE OF THE LANDS CONVEYED TO LSREF2 COBALT
(IN), LLC AS DESCRIBED IN A GENERAL WARRANTY DEED RECORDED AS INSTRUMENT NO. 2015049199;
THENCE ALONG SAID EXTENSION SOUTH 89 DEGREES 51 MINUTES 51 SECONDS WEST 30.08 FEET TO
THE SOUTHEAST CORNER OF LSREF2; THENCE ALONG THE EAST LINE OF LSREF2 NORTH 00 DEGREES
08 MINUTES 09 SECONDS WEST 55.00 FEET TO THE SOUTH LINE OF THE LANDS CONVEYED TO JAMES F.
DEVOE BUILDING LLC AS DESCRIBED IN A RECEIVER'S DEED RECORDED AS INSTRUMENT NO.
2012004581, THE NEXT TWO COURSES ARE ALONG THE DEED LINES OF DEVOE; THENCE NORTH 89
DEGREES 51 MINUTES 51 SECONDS EAST 10.84 THENCE NORTH 00 DEGREES 08 MINUTES 09 SECONDS
WEST 63.00 FEET TO THE SOUTH LINE OF BROUGHTON STREET; THENCE ALONG SAID SOUTH LINE
NORTH 89 DEGREES 51 MINUTES 51 SECONDS EAST 49.78 FEET TO THE NORTHWEST CORNER OF THE
LANDS CONVEYED TO PRUDENTIA LLC AS DESCRIBED IN INSTRUMENT NO. 2010022581, THE NEXT TWO
COURSES ARE ALONG THE DEED LINES OF PRUDENTIA; THENCE SOUTH 00 DEGREES 08 MINUTES 09
SECONDS EAST 84.50 FEET; THENCE NORTH 89 DEGREES 51 MINUTES 51 SECONDS EAST 101.00 FEET TO
THE WEST LINE OF THE REPLAT OF PART OF BLOCK "D" AS RECORDED IN PLAT CABINET 5, SLIDE 118,
INSTRUMENT NO. 2013054668, THE NEXT FOUR COURSES ARE ALONG THE DEED LINES OF THE REPLAT;
THENCE SOUTH 00 DEGREES 08 MINUTES 09 SECONDS EAST 5.25 FEET; THENCE NORTH 89 DEGREES 51
MINUTES 51 SECONDS EAST 147.18 FEET; THENCE SOUTH 00 DEGREES 08 MINUTES 09 SECONDS EAST
244.23 FEET; THENCE NORTH 89 DEGREES 51 MINUTES 51 SECONDS EAST 147.99 FEET TO THE WEST
LINE OF BIRD CAGE WALK; THENCE ALONG SAID WEST LINE SOUTH 00 DEGREES 08 MINUTES 09
SECONDS EAST 32.02 FEET TO THE NORTHEAST CORNER OF THE LANDS CONVEYED TO HORSEFERRY
LLC AS DESCRIBED IN A QUITCLAIM DEED RECORDED AS INSTRUMENT NO. 2016066275; THENCE ALONG
THE NORTH LINE OF HORSEFERRY LLC SOUTH 89 DEGREES 51 MINUTES 51 SECONDS WEST 125.83 FEET
TO THE EAST LINE OF THE LANDS CONVEYED TO WASEVE, LLC AS DESCRIBED IN A LIMITED WARRANTY
DEED RECORDED AS INSTRUMENT NO. 2018021355, THE NEXT THREE COURSES ARE ALONG WASEVE;
THENCE NORTH 00 DEGREES 08 MINUTES 09 SECONDS WEST 1.34 FEET; THENCE SOUTH 89 DEGREES 51
MINUTES 51 SECONDS WEST 77.00 FEET; THENCE SOUTH 00 DEGREES 08 MINUTES 09 SECONDS EAST
76.84 FEET TO THE NORTH LINE OF HORSEFERRY ROAD; THENCE ALONG SAID NORTH LINE SOUTH 89
DEGREES 51 MINUTES 51 SECONDS WEST 27.29 FEET TO THE SOUTHEAST CORNER OF THE LANDS
CONVEYED TO YTA PROPERTY GROUP LLC AS DESCRIBED IN A WARRANTY DEED RECORDED AS
INSTRUMENT NO. 20017015557; THENCE ALONG THE EAST LINE OF YTA NORTH 00 DEGREES 08 MINUTES
09 SECONDS WEST 73.59 FEET; THENCE NORTH 45 DEGREES 08 MINUTES 12 SECONDS WEST 11.45 FEET;
THENCE ALONG THE NORTH LINE OF YTA SOUTH 89 DEGREES 51 MINUTES 51 SECONDS WEST 41.54
FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF
50.00 FEET, THE RADIUS POINT OF SAID CURVE BEARS NORTH 00 DEGREES 08 MINUTES 09 SECONDS
WEST FROM SAID POINT; THENCE NORTHWESTERLY ALONG THE NORTH LINE OF YTA, THROUGH THE
LANDS OF THE GRANTOR AND ALONG THE NORTHERLY LINE OF THE LANDS CONVEYED TO ROBERTS
OFFICE BUILDING LLC AS DESCRIBED IN A WARRANTY DEED RECORDED AS INSTRUMENT NO. 2017047456
AND ALONG SAID CURVE 40.97 FEET TO THE POINT OF TANGENCY WHICH BEARS SOUTH 46 DEGREES 48
MINUTES 25 SECONDS WEST FROM THE RADIUS POINT; THENCE NORTH 43 DEGREES 11 MINUTES 35
SECONDS WEST 16.24 FEET TO A CORNER OF AFORESAID NEW MARKET HG LLC, THE REMAINING
COURSES AREA LONG THE DEED LINES OF NEW MARKET HG LLC; THENCE NORTH 00 DEGREES 08
MINUTES 09 SECONDS WEST 18.17 FEET; THENCE SOUTH 89 DEGREES 51 MINUTES 51 SECONDS WEST
18.50 FEET; THENCE NORTH 00 DEGREES 08 MINUTES 09 SECONDS WEST 82.71 FEET; THENCE SOUTH 89
DEGREES 51 MINUTES 51 SECONDS WEST 80.83 FEET TO THE POINT OF BEGINNING, CONTAINING 1.77
ACRES, MORE OR LESS.REVISIONS AND ISSUESPart of SW/4, Section 28, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaW21.0436PREPARED FOR:SOUTH OF BROUGHTON ST., EAST OF BROAD ST., NORTH OF HORSEFERRY RD., WEST OF BIRD CAGE WALKPROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:JKDESIGNED BY:DWG NAME:PROJECT NO.:W21.0436DATEBY11.19.2021MLTDATE:RLWKnow what'sbelow.
before you dig.Call
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DB KLAIN CONSTRUCTIONVILLAGE OF WEST CLAY BLOCK "D" PARKING LOTPLANS RESUBMITTED FOR COMMENTS05.12.2022RLWENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netB uild with conf idence.S M
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RUSSELL L. WEBSTER II, PE No. 11900318RUSSELL L .WEBST
ER II
PROFESSIONA L E NGINEERREGISTER
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INDIA N A
No. PE11900318
STATE OF
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NOT FOR CONSTRUCTIONBROUGHTON ST.Sheet List Table
Sheet Number Sheet Title
C001 TITLE SHEET
C100 STORMWATER POLLUTION PREVENTION PLAN PHASE 1
C101 STORMWATER POLLUTION PREVENTION PLAN PHASE 2
C102 SWPPP DETAILS
C200 SITE PLAN
C201 SITE DETAILS
C300 DEVELOPMENT PLAN
C600 STORM SEWER PLAN AND PROFILE
C601 FLOOD ROUTING PLAN
L100 LANDSCAPE PLAN
PLANS ARE IN STATE PLANE COORINDATES
06/14/22
D D D D
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DDDDD
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EBROUGHTON
STREET
G CN89°51'51"E 49.78'S00°08'09"E 84.50'N89°51'51"E 101.00'
S00°08'09"E
5.25'
N89°51'51"E
147.18'S00°08'09"E 244.23'N89°51'51"E 147.99'
S89°51'51"W 125.83'
N00°08'09"W
1.34'
S89°51'51"W 77.00'E 76.84'W 73.59'N45°08'12"W 11.45'
S89°51'51"W 41.54'
R-50.00
Δ-46°56'34"
L-40.97'
T-21.71'
CH-39.83'
CH BRG-N66°39'52"W
N43°11'35"W
16.24'
N00°08'09"W 18.17'
S89°51'51"W 18.50'
N00°08'09"W
82.71'
S89°51'51"W
80.83'N00°08'09"W 113.20'S89°51'51"W
30.08'N00°08'09"W 55.00'N89°51'51"E
10.84'N00°08'09"W 63.00'REMNANT PARCEL
17 S44°54'05"W 83.92''09"W 81.88'15.32'
19
S89°51'51"W 89.08'
09
"
E
59.73
'
N44°51'51"E 81.81'
1 2
S
F
S
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SFSF3
SFSFTEMPORARY SOIL STOCKPILE
(IF NEEDED)
4
5
6
7
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GENERAL NOTES
1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
VERIFY WITH THE OWNER DURING BIDDING AND DURING
CONSTRUCTION ACTIVITIES ALL ITEMS TO BE REMOVED. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ANY
MATERIALS AND/OR STRUCTURES NOT LOCATED ON THIS SURVEY
FOR THE INSTALLATION OF THE NEW WORK.
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
VERIFY ALL EXISTING UTILITIES PERTAINING TO THEIR PHASE OF
WORK, AND TO VERIFY WHICH UTILITIES WILL BE REMOVED BY
UTILITY COMPANY. ANY AND ALL UTILITIES NOT REMOVED BY THE
UTILITY COMPANY SHALL BE REMOVED BY THE CONTRACTOR.
3. UTILITIES ARE SHOWN TO BE APPROXIMATE AND SHALL BE
RELOCATED AND/OR CAPPED AND ABANDONED BEFORE
CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
4. ALL DEMOLITION MATERIAL AND SALVAGEABLE MATERIAL IS THE
PROPERTY OF THE DEMOLITION CONTRACTOR AND SHALL BE
PROPERLY DISPOSED OF OFF THE SITE.
5. SLABS ON GRADE MUST BE REMOVED COMPLETELY AND TAKEN
OFF THE SITE.
6. ALL UTILITIES MUST REMAIN ACTIVE FOR AREA TENANTS THAT
ARE REMAINING. NO UTILITY SERVICE SHALL BE INTERRUPTED
DURING THE CONSTRUCTION PROCESS.
7. BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR
REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR
EXACT INFORMATION.
8. ANY EXISTING TREE(S) THAT MAY REQUIRE REMOVAL BUT ARE
NOT SHOWN ON THE PLAN AS BEING REMOVED MAY BE DONE SO,
AS LONG AS THE TREE(S) ARE RELOCATED TO AN APPROVED
ALTERNATIVE LOCATION ON SITE.
9. IF THERE ARE ANY QUESTIONS CONCERNING THIS DEMOLITION
PLAN, PLEASE CONTACT THE ENGINEER BEFORE CONTINUING
WORK.
SITE PREPARATION / SWPPP PHASE 1 NOTES
INSTALL PERMIT POSTING AREA. 4" PVC TUBE WITH END CAPS ATTACHED TO
PROJECT CONSTRUCTION SIGN TO CONTAIN APPROVED CONSTRUCTION
DRAWINGS AND PERMITS FOR INSPECTORS.
INSTALL CONSTRUCTION ENTRANCE. REFER TO DETAIL ON SHEET C103
INSTALL CONCRETE WASHOUT. REFER TO DETAIL ON SHEET C103
INSTALL SILT FENCE. REFER TO DETAIL ON SHEET C103
SAWCUT EXISTING PAVEMENT FULL DEPTH FOR REMOVAL
REMOVE EXISTING PAVING
STAGING AREA. PROVIDE CONSTRUCTION DUMPSTER, FUELING AREA, AND
PORT-O-LET AS NEEDED.
EXISTING AREAS
TOTAL SITE = 1.77 AC.
DISTURBED = 0.80 AC.
PERVIOUS = 0.73 AC.
IMPERVIOUS = 1.04 AC.
REMOVED ASPHALT PAVEMENT
REMOVED CONCRETE PAVEMENT
REMOVED STONE AREA
HATCH LEGEND
OPEN CUT PAVEMENT FOR UTILITY TAPS
C100STORMWATER POLLUTION PREVENTION PLAN PHASE 1w210436-C100 swppp1SWPPP PHASE 1 LEGEND
- CONSTRUCTION ENTRANCE
- STAGING AREA
- POSTING AREA - 4" PVC TUBE WITH END CAPS
ATTACHED TO PROJECT CONSTRUCTION SIGN
TO CONTAIN APPROVED CONSTRUCTION
DRAWINGS AND PERMITS FOR INSPECTORS.
- CONCRETE WASHOUT
- STOCKPILE AREA (TEMPORARY SEEDING
REQUIRED)
- SILT FENCE
- LIMITS OF DISTURBANCE
- INLET PROTECTION - USE SUBSURFACE
INLET PROTECTION WITH OVERFLOW
CAPABILITY
SF
1
2
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EROSION CONTROL NOTES
1. ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT
BUILDING PAD AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR
LOCATION OF LANDSCAPE BEDS.
2. INSTALL SILT FENCE ALONG ALL DOWNSTREAM SLOPES. SILT
FENCE TO FOLLOW CONTOUR.
3. THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIAL IN
THE STREET.
CONTACT PERSON FOR EROSION
CONTROL & SEDIMENT PRACTICES
EROSION CONTROL SPECIFICATIONS
1. THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF
EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING
PLACE, THE CONTRACTOR AND/OR OWNER SHALL TAKE
PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE
CONSULTED IN THE EVENT THIS HAPPENS.
2. TEMPORARY SEEDING IS TO BE APPLIED TO ANY DISTURBED AREA
THAT WILL REMAIN UNALTERED IN EXCESS OF 15 DAYS.
3. PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS
THAT HAVE ACHIEVED FINAL AND FINISHED GRADE.
4. PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND
WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION.
5. ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED
PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY
ARE INTENDED TO SERVICE. ALL EROSION CONTROL MEASURES
PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR
EFFECTIVENESS.
6. IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY
OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED.
7. DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS
OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT
GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED
ACCORDING TO SEASONAL CONDITION AND/OR CONSTRUCTION
ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL
FULL STAND OF GRASS HAS BEEN OBTAINED.
8. THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION
CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR
AND/OR OWNER.
9. IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY
TO MINIMIZE SEDIMENTATION (FROM ON-SITE CONSTRUCTION
ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES
AND RECEIVING STREAMS/DITCHES IN STRICT COMPLIANCE WITH
"RULE 5" (327 IAC 15-5, CONSTRUCTION ACTIVITY STORM WATER
RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND/OR
OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED
FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE
OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT,
INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO
ANY CONSTRUCTION ACTIVITY.
10. FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION
CHART IN THESE PLANS.
11. PORTABLE TOILETS MUST BE ANCHORED.
WEIHE ENGINEERS, INC.
10505 N. COLLEGE AVE.
INDIANAPOLIS, IN 46268
TELEPHONE: (317) 846-6611
FAX: (317) 843-0546
EMAIL: PARKERF@WEIHE.NET
CONTACT PERSON: FRED PARKER, CPESC
LINE TYPES
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
AERIAL COMMUNICATIONS
OVERHEAD UTILITY
FORCE MAIN
RIGHT OF WAY LINE
CHAIN LINK FENCE
BOARD FENCE
WROUGHT IRON FENCE
GUARD RAIL
HAND RAIL
SILT FENCE
BUILDING SETBACK LINE
BOUNDARY LINE
FLOW LINE
G G G
W W
E(A)E(A)
E E E
C C C
C(A)C(A)
OHU OHU
FM FM
SF SF
AERIAL FIBER OPTIC CABLEFO(A)FO(A)
SECTION LINE
FARM FENCE
UNDERGROUND FIBER OPTICFOFO
INDEX CONTOUR
INTERMEDIATE CONTOUR
SANITARY SEWER
STORM SEWER REVISIONS AND ISSUESPart of SW/4, Section 28, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaW21.0436PREPARED FOR:SOUTH OF BROUGHTON ST., EAST OF BROAD ST., NORTH OF HORSEFERRY RD., WEST OF BIRD CAGE WALKPROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:JKDESIGNED BY:DWG NAME:PROJECT NO.:W21.0436DATEBY11.19.2021MLTDATE:RLWKnow what'sbelow.
before you dig.Call
R
DB KLAIN CONSTRUCTIONVILLAGE OF WEST CLAY BLOCK "D" PARKING LOTPLANS RESUBMITTED FOR COMMENTS05.12.2022RLWENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netB uild with conf idence.S M
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RUSSELL L. WEBSTER II, PE No. 11900318RUSSELL L .WEBST
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IPROFESSIONA L E NGINEERREGISTER
E
DINDIA N A
No. PE11900318
STATE OF
APPROVAL PENDINGNOT FOR CONSTRUCTIONIP
06/14/22
EMERICK
ORTHODONTICS
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EBROUGHTON
STREET
TBM #1
G CN89°51'51"E 49.78'S00°08'09"E 84.50'N89°51'51"E 101.00'
S00°08'09"E
5.25'
N89°51'51"E
147.18'S00°08'09"E 244.23'N89°51'51"E 147.99'
S89°51'51"W 125.83'
N00°08'09"W
1.34'
S89°51'51"W 77.00'08'09"E 76.84''09"W 73.59'N45°08'12"W 11.45'
S89°51'51"W 41.54'
R-50.00
Δ-46°56'34"
L-40.97'
T-21.71'
CH-39.83'
CH BRG-N66°39'52"W
N43°11'35"W
16.24'
N00°08'09"W 18.17'
S89°51'51"W 18.50'
N00°08'09"W
82.71'
S89°51'51"W
80.83'N00°08'09"W 113.20'S89°51'51"W
30.08'N00°08'09"W 55.00'N89°51'51"E
10.84'N00°08'09"W 63.00'REMNANT PARCEL
17 S44°54'05"W 83.92''09"W 81.88'15.32'
19
S89°51'51"W 89.08'
09
"
E
59.73
'
N44°51'51"E 81.81'
1 2
S
F
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SFSF3
SFSFTEMPORARY SOIL STOCKPILE
(IF NEEDED)
4
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4
GENERAL NOTES
1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
VERIFY WITH THE OWNER DURING BIDDING AND DURING
CONSTRUCTION ACTIVITIES ALL ITEMS TO BE REMOVED. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ANY
MATERIALS AND/OR STRUCTURES NOT LOCATED ON THIS SURVEY
FOR THE INSTALLATION OF THE NEW WORK.
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
VERIFY ALL EXISTING UTILITIES PERTAINING TO THEIR PHASE OF
WORK, AND TO VERIFY WHICH UTILITIES WILL BE REMOVED BY
UTILITY COMPANY. ANY AND ALL UTILITIES NOT REMOVED BY THE
UTILITY COMPANY SHALL BE REMOVED BY THE CONTRACTOR.
3. UTILITIES ARE SHOWN TO BE APPROXIMATE AND SHALL BE
RELOCATED AND/OR CAPPED AND ABANDONED BEFORE
CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
4. ALL DEMOLITION MATERIAL AND SALVAGEABLE MATERIAL IS THE
PROPERTY OF THE DEMOLITION CONTRACTOR AND SHALL BE
PROPERLY DISPOSED OF OFF THE SITE.
5. SLABS ON GRADE MUST BE REMOVED COMPLETELY AND TAKEN
OFF THE SITE.
6. ALL UTILITIES MUST REMAIN ACTIVE FOR AREA TENANTS THAT
ARE REMAINING. NO UTILITY SERVICE SHALL BE INTERRUPTED
DURING THE CONSTRUCTION PROCESS.
7. BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR
REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR
EXACT INFORMATION.
8. ANY EXISTING TREE(S) THAT MAY REQUIRE REMOVAL BUT ARE
NOT SHOWN ON THE PLAN AS BEING REMOVED MAY BE DONE SO,
AS LONG AS THE TREE(S) ARE RELOCATED TO AN APPROVED
ALTERNATIVE LOCATION ON SITE.
9. IF THERE ARE ANY QUESTIONS CONCERNING THIS DEMOLITION
PLAN, PLEASE CONTACT THE ENGINEER BEFORE CONTINUING
WORK.
SITE PREPARATION / SWPPP PHASE 1 NOTES
INSTALL PERMIT POSTING AREA. 4" PVC TUBE WITH END CAPS ATTACHED TO
PROJECT CONSTRUCTION SIGN TO CONTAIN APPROVED CONSTRUCTION
DRAWINGS AND PERMITS FOR INSPECTORS.
INSTALL CONSTRUCTION ENTRANCE. REFER TO DETAIL ON SHEET C103
INSTALL CONCRETE WASHOUT. REFER TO DETAIL ON SHEET C103
INSTALL SILT FENCE. REFER TO DETAIL ON SHEET C103
SAWCUT EXISTING PAVEMENT FULL DEPTH FOR REMOVAL
REMOVE EXISTING PAVING
STAGING AREA. PROVIDE CONSTRUCTION DUMPSTER, FUELING AREA, AND
PORT-O-LET AS NEEDED.
EXISTING AREAS
TOTAL SITE = 1.77 AC.
DISTURBED = 0.80 AC.
PERVIOUS = 0.73 AC.
IMPERVIOUS = 1.04 AC.
REMOVED ASPHALT PAVEMENT
REMOVED CONCRETE PAVEMENT
REMOVED STONE AREA
HATCH LEGEND
OPEN CUT PAVEMENT FOR UTILITY TAPS
C100STORMWATER POLLUTION PREVENTION PLANw210436-C100 swppp1SWPPP PHASE 1 LEGEND
- INLET PROTECTION - USE SUBSURFACE
INLET PROTECTION WITH OVERFLOW
CAPABILITY (DANDY SAC)
- CONSTRUCTION ENTRANCE
- STAGING AREA
- POSTING AREA - 4" PVC TUBE WITH END CAPS
ATTACHED TO PROJECT CONSTRUCTION SIGN
TO CONTAIN APPROVED CONSTRUCTION
DRAWINGS AND PERMITS FOR INSPECTORS.
- INSTALL STRAW WATTLES (GRASS AREA) OR
SILT DIKES (PAVEMENT AREA) AS SHOWN.
CONTRACTOR TO ADD ADDITIONAL
MEASURES AS CONSTRUCTION PHASING AND
SITE CONDITIONS DICTATE
- CONCRETE WASHOUT
- STOCKPILE AREA (TEMPORARY SEEDING
REQUIRED)
- SILT FENCE
- TREE PROTECTION
- ROCK CHECK DAM
- LIMITS OF DISTURBANCE
SD
IP
SF
CD
1
2
3
4
5
6
7
D
EROSION CONTROL NOTES
1. ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT
BUILDING PAD AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR
LOCATION OF LANDSCAPE BEDS.
2. INSTALL SILT FENCE ALONG ALL DOWNSTREAM SLOPES. SILT
FENCE TO FOLLOW CONTOUR.
3. THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIAL IN
THE STREET.
CONTACT PERSON FOR EROSION
CONTROL & SEDIMENT PRACTICES
EROSION CONTROL SPECIFICATIONS
1. THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF
EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING
PLACE, THE CONTRACTOR AND/OR OWNER SHALL TAKE
PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE
CONSULTED IN THE EVENT THIS HAPPENS.
2. TEMPORARY SEEDING IS TO BE APPLIED TO ANY DISTURBED AREA
THAT WILL REMAIN UNALTERED IN EXCESS OF 15 DAYS.
3. PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS
THAT HAVE ACHIEVED FINAL AND FINISHED GRADE.
4. PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND
WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION.
5. ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED
PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY
ARE INTENDED TO SERVICE. ALL EROSION CONTROL MEASURES
PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR
EFFECTIVENESS.
6. IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY
OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED.
7. DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS
OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT
GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED
ACCORDING TO SEASONAL CONDITION AND/OR CONSTRUCTION
ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL
FULL STAND OF GRASS HAS BEEN OBTAINED.
8. THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION
CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR
AND/OR OWNER.
9. IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY
TO MINIMIZE SEDIMENTATION (FROM ON-SITE CONSTRUCTION
ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES
AND RECEIVING STREAMS/DITCHES IN STRICT COMPLIANCE WITH
"RULE 5" (327 IAC 15-5, CONSTRUCTION ACTIVITY STORM WATER
RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND/OR
OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED
FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE
OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT,
INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO
ANY CONSTRUCTION ACTIVITY.
10. FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION
CHART IN THESE PLANS.
11. PORTABLE TOILETS MUST BE ANCHORED.
WEIHE ENGINEERS, INC.
10505 N. COLLEGE AVE.
INDIANAPOLIS, IN 46268
TELEPHONE: (317) 846-6611
FAX: (317) 843-0546
EMAIL: PARKERF@WEIHE.NET
CONTACT PERSON: FRED PARKER, CPESC
LINE TYPES
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
AERIAL COMMUNICATIONS
OVERHEAD UTILITY
FORCE MAIN
RIGHT OF WAY LINE
CHAIN LINK FENCE
BOARD FENCE
WROUGHT IRON FENCE
GUARD RAIL
HAND RAIL
SILT FENCE
BUILDING SETBACK LINE
BOUNDARY LINE
FLOW LINE
G G G
W W
E(A)E(A)
E E E
C C C
C(A)C(A)
OHU OHU
FM FM
SF SF
AERIAL FIBER OPTIC CABLEFO(A)FO(A)
SECTION LINE
FARM FENCE
UNDERGROUND FIBER OPTICFOFO
INDEX CONTOUR
INTERMEDIATE CONTOUR
SANITARY SEWER
STORM SEWER REVISIONS AND ISSUESPart of SW/4, Section 28, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaW21.0436PREPARED FOR:SOUTH OF BROUGHTON ST., EAST OF BROAD ST., NORTH OF HORSEFERRY RD., WEST OF BIRD CAGE WALKPROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:JKDESIGNED BY:DWG NAME:PROJECT NO.:W21.0436DATEBY11.19.2021MLTDATE:RLWKnow what'sbelow.
before you dig.Call
R APPROVAL PENDINGNOT FOR CONSTRUCTIONDB KLAIN CONSTRUCTIONVILLAGE OF WEST CLAY BLOCK "D" PARKING LOTENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netB uild with conf idence.S M
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06/14/22
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E E E E E E E E E E E E E
EBROUGHTON
STREET
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SF
SF
SF
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SFSFD D D D
D
D
D D D D D D D D D D D D DDDDDDDDDDDDDDDDDDDDDDDDDDDDDD
DDDDD
DSTM STM STM STM
INTERCEPT EXISTING DRAIN
INSTALL CLEANOUT
INV=894.7±
92' OF 10" HPDE @ 1.0% MIN.
CONNECT 10" HPDE
INV=893.70
INTERCEPT EXISTING
DRAIN. FIELD LOCATE
AND CONNECT.
CONNECT 6" PERF. UNDERDRAIN
INV=894.00
IP
IP IP IP
IP
C101
CONTACT PERSON FOR EROSION
CONTROL & SEDIMENT PRACTICES
WEIHE ENGINEERS, INC.
10505 N. COLLEGE AVE.
INDIANAPOLIS, IN 46268
TELEPHONE: (317) 846-6611
FAX: (317) 843-0546
EMAIL: PARKERF@WEIHE.NET
CONTACT PERSON: FRED PARKER, CPESC
-WARNING-
THIS PLAN TO BE USED FOR EROSION CONTROL
PURPOSES ONLY. ADDITIONAL EROSION
CONTROL MEASURES MAY BE REQUIRED IN THE
FIELD BY THE INSPECTOR.
-NOTE-
THIS PLAN INDICATES EROSION CONTROL
MEASURES REQUIRED AFTER SOIL STRIPPING
AND PAD BUILDING HAS TAKEN PLACE.
COORDINATE WITH DEVELOPER FOR
MEASURES REQUIRED UNTIL PROPERTY
TURNED OVER FOR DEVELOPMENT.
COORDINATE WITH SOIL CONSERVATION
DISTRICT REPRESENTATIVE FOR ANY OTHER
MEASURES REQUIRED DUE TO SITE
CONDITIONS.
DISTURBED ACREAGE
= 0.80± AC.
LAND DESCRIPTION
A PART OF BLOCK "D" IN VILLAGE OF WESTCLAY, SECTION 3004, VILLAGE CENTER,
PART 1, PER PLAT THEREOF RECORDED IN PLAT CABINET 2, SLIDE 345, AS
INSTRUMENT NO. 199909965089 IN THE OFFICE OF THE RECORDER OF HAMILTON
COUNTY, INDIANA, DESCRIBED AS THE FOLLOWS:
COMMENCING AT THE WEST-SOUTHWEST CORNER OF BLOCK "D" ALSO BEING THE
INTERSECTION OF THE EAST LINE OF BROAD STREET AND THE NORTHEASTERLY
LINE OF EAST NEW MARKET STREET; THENCE ON THE NORTHEAST RIGHT OF WAY
LINE OF EAST NEW MARKET STREET SOUTH 45 DEGREES 08 MINUTES 09 SECONDS
EAST (BASIS OF BEARINGS) 59.73 FEET TO THE MOST WESTERLY CORNER OF THE
LANDS CONVEYED TO NEW MARKET HG LLC AS DESCRIBED IN A RECEIVER'S DEED
RECORDED AS INSTRUMENT NO. 2014009625; THENCE ALONG THE
NORTHWESTERLY LINE OF NEW MARKET HG NORTH 44 DEGREES 51 MINUTES 51
SECONDS EAST 81.81 FEET TO THE NORTHWEST CORNER OF NEW MARKET HG
AND THE POINT OF BEGINNING; THENCE NORTH 00 DEGREES 08 MINUTES 09
SECONDS WEST 113.20 FEET TO THE EASTERLY EXTENSION OF THE SOUTH LINE
OF THE LANDS CONVEYED TO LSREF2 COBALT (IN), LLC AS DESCRIBED IN A
GENERAL WARRANTY DEED RECORDED AS INSTRUMENT NO. 2015049199; THENCE
ALONG SAID EXTENSION SOUTH 89 DEGREES 51 MINUTES 51 SECONDS WEST 30.08
FEET TO THE SOUTHEAST CORNER OF LSREF2; THENCE ALONG THE EAST LINE OF
LSREF2 NORTH 00 DEGREES 08 MINUTES 09 SECONDS WEST 55.00 FEET TO THE
SOUTH LINE OF THE LANDS CONVEYED TO JAMES F. DEVOE BUILDING LLC AS
DESCRIBED IN A RECEIVER'S DEED RECORDED AS INSTRUMENT NO. 2012004581,
THE NEXT TWO COURSES ARE ALONG THE DEED LINES OF DEVOE; THENCE NORTH
89 DEGREES 51 MINUTES 51 SECONDS EAST 10.84 THENCE NORTH 00 DEGREES 08
MINUTES 09 SECONDS WEST 63.00 FEET TO THE SOUTH LINE OF BROUGHTON
STREET; THENCE ALONG SAID SOUTH LINE NORTH 89 DEGREES 51 MINUTES 51
SECONDS EAST 49.78 FEET TO THE NORTHWEST CORNER OF THE LANDS
CONVEYED TO PRUDENTIA LLC AS DESCRIBED IN INSTRUMENT NO. 2010022581,
THE NEXT TWO COURSES ARE ALONG THE DEED LINES OF PRUDENTIA; THENCE
SOUTH 00 DEGREES 08 MINUTES 09 SECONDS EAST 84.50 FEET; THENCE NORTH 89
DEGREES 51 MINUTES 51 SECONDS EAST 101.00 FEET TO THE WEST LINE OF THE
REPLAT OF PART OF BLOCK "D" AS RECORDED IN PLAT CABINET 5, SLIDE 118,
INSTRUMENT NO. 2013054668, THE NEXT FOUR COURSES ARE ALONG THE DEED
LINES OF THE REPLAT; THENCE SOUTH 00 DEGREES 08 MINUTES 09 SECONDS
EAST 5.25 FEET; THENCE NORTH 89 DEGREES 51 MINUTES 51 SECONDS EAST
147.18 FEET; THENCE SOUTH 00 DEGREES 08 MINUTES 09 SECONDS EAST 244.23
FEET; THENCE NORTH 89 DEGREES 51 MINUTES 51 SECONDS EAST 147.99 FEET TO
THE WEST LINE OF BIRD CAGE WALK; THENCE ALONG SAID WEST LINE SOUTH 00
DEGREES 08 MINUTES 09 SECONDS EAST 32.02 FEET TO THE NORTHEAST CORNER
OF THE LANDS CONVEYED TO HORSEFERRY LLC AS DESCRIBED IN A QUITCLAIM
DEED RECORDED AS INSTRUMENT NO. 2016066275; THENCE ALONG THE NORTH
LINE OF HORSEFERRY LLC SOUTH 89 DEGREES 51 MINUTES 51 SECONDS WEST
125.83 FEET TO THE EAST LINE OF THE LANDS CONVEYED TO WASEVE, LLC AS
DESCRIBED IN A LIMITED WARRANTY DEED RECORDED AS INSTRUMENT NO.
2018021355, THE NEXT THREE COURSES ARE ALONG WASEVE; THENCE NORTH 00
DEGREES 08 MINUTES 09 SECONDS WEST 1.34 FEET; THENCE SOUTH 89 DEGREES
51 MINUTES 51 SECONDS WEST 77.00 FEET; THENCE SOUTH 00 DEGREES 08
MINUTES 09 SECONDS EAST 76.84 FEET TO THE NORTH LINE OF HORSEFERRY
ROAD; THENCE ALONG SAID NORTH LINE SOUTH 89 DEGREES 51 MINUTES 51
SECONDS WEST 27.29 FEET TO THE SOUTHEAST CORNER OF THE LANDS
CONVEYED TO YTA PROPERTY GROUP LLC AS DESCRIBED IN A WARRANTY DEED
RECORDED AS INSTRUMENT NO. 20017015557; THENCE ALONG THE EAST LINE OF
YTA NORTH 00 DEGREES 08 MINUTES 09 SECONDS WEST 73.59 FEET; THENCE
NORTH 45 DEGREES 08 MINUTES 12 SECONDS WEST 11.45 FEET; THENCE ALONG
THE NORTH LINE OF YTA SOUTH 89 DEGREES 51 MINUTES 51 SECONDS WEST 41.54
FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY,
HAVING A RADIUS OF 50.00 FEET, THE RADIUS POINT OF SAID CURVE BEARS
NORTH 00 DEGREES 08 MINUTES 09 SECONDS WEST FROM SAID POINT; THENCE
NORTHWESTERLY ALONG THE NORTH LINE OF YTA, THROUGH THE LANDS OF THE
GRANTOR AND ALONG THE NORTHERLY LINE OF THE LANDS CONVEYED TO
ROBERTS OFFICE BUILDING LLC AS DESCRIBED IN A WARRANTY DEED RECORDED
AS INSTRUMENT NO. 2017047456 AND ALONG SAID CURVE 40.97 FEET TO THE
POINT OF TANGENCY WHICH BEARS SOUTH 46 DEGREES 48 MINUTES 25 SECONDS
WEST FROM THE RADIUS POINT; THENCE NORTH 43 DEGREES 11 MINUTES 35
SECONDS WEST 16.24 FEET TO A CORNER OF AFORESAID NEW MARKET HG LLC,
THE REMAINING COURSES AREA LONG THE DEED LINES OF NEW MARKET HG LLC;
THENCE NORTH 00 DEGREES 08 MINUTES 09 SECONDS WEST 18.17 FEET; THENCE
SOUTH 89 DEGREES 51 MINUTES 51 SECONDS WEST 18.50 FEET; THENCE NORTH
00 DEGREES 08 MINUTES 09 SECONDS WEST 82.71 FEET; THENCE SOUTH 89
DEGREES 51 MINUTES 51 SECONDS WEST 80.83 FEET TO THE POINT OF
BEGINNING, CONTAINING 1.77 ACRES, MORE OR LESS.STORMWATER POLLUTION PREVENTION PLAN PHASE 2w210436-C101 swppp2SWPPP PHASE 2 LEGEND
- PERMANENT/TEMPORARY SEEDING
USE PLANTING CHART
- SILT FENCE
- LIMITS OF DISTURBANCE (CONSTRUCTION LIMITS)
- INLET PROTECTION - USE SUBSURFACE
INLET PROTECTION WITH OVERFLOW CAPABILITY
SF
D
LINE TYPES
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
AERIAL COMMUNICATIONS
OVERHEAD UTILITY
FORCE MAIN
RIGHT OF WAY LINE
CHAIN LINK FENCE
BOARD FENCE
WROUGHT IRON FENCE
GUARD RAIL
HAND RAIL
SILT FENCE
BUILDING SETBACK LINE
BOUNDARY LINE
FLOW LINE
G G G
W W
E(A)E(A)
E E E
C C C
C(A)C(A)
OHU OHU
FM FM
SF SF
AERIAL FIBER OPTIC CABLEFO(A)FO(A)
SECTION LINE
FARM FENCE
UNDERGROUND FIBER OPTICFOFO
INDEX CONTOUR
INTERMEDIATE CONTOUR
SANITARY SEWER
STORM SEWER
EROSION CONTROL NOTES
1. ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT
BUILDING PAD AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR
LOCATION OF LANDSCAPE BEDS.
2. INSTALL SILT FENCE ALONG ALL DOWNSTREAM SLOPES. SILT
FENCE TO FOLLOW CONTOUR.
3. THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIAL IN
THE STREET.
EROSION CONTROL SPECIFICATIONS
1. THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF
EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING
PLACE, THE CONTRACTOR AND/OR OWNER SHALL TAKE
PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE
CONSULTED IN THE EVENT THIS HAPPENS.
2. TEMPORARY SEEDING IS TO BE APPLIED TO ANY DISTURBED AREA
THAT WILL REMAIN UNALTERED IN EXCESS OF 15 DAYS.
3. PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS
THAT HAVE ACHIEVED FINAL AND FINISHED GRADE.
4. PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND
WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION.
5. ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED
PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY
ARE INTENDED TO SERVICE. ALL EROSION CONTROL MEASURES
PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR
EFFECTIVENESS.
6. IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY
OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED.
7. DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS
OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT
GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED
ACCORDING TO SEASONAL CONDITION AND/OR CONSTRUCTION
ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL
FULL STAND OF GRASS HAS BEEN OBTAINED.
8. THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION
CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR
AND/OR OWNER.
9. IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY
TO MINIMIZE SEDIMENTATION (FROM ON-SITE CONSTRUCTION
ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES
AND RECEIVING STREAMS/DITCHES IN STRICT COMPLIANCE WITH
"RULE 5" (327 IAC 15-5, CONSTRUCTION ACTIVITY STORM WATER
RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND/OR
OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED
FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE
OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT,
INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO
ANY CONSTRUCTION ACTIVITY.
10. FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION
CHART IN THESE PLANS.
11. PORTABLE TOILETS MUST BE ANCHORED.REVISIONS AND ISSUESPart of SW/4, Section 28, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaW21.0436PREPARED FOR:SOUTH OF BROUGHTON ST., EAST OF BROAD ST., NORTH OF HORSEFERRY RD., WEST OF BIRD CAGE WALKPROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:JKDESIGNED BY:DWG NAME:PROJECT NO.:W21.0436DATEBY11.19.2021MLTDATE:RLWKnow what'sbelow.
before you dig.Call
R
DB KLAIN CONSTRUCTIONVILLAGE OF WEST CLAY BLOCK "D" PARKING LOTPLANS RESUBMITTED FOR COMMENTS05.12.2022RLWENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netB uild with conf idence.S M
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RUSSELL L. WEBSTER II, PE No. 11900318RUSSELL L .WEBST
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IPROFESSIONA L E NGINEERREGISTER
E
DINDIA N A
No. PE11900318
STATE OF
APPROVAL PENDINGNOT FOR CONSTRUCTIONIP
06/14/22
REVISIONS AND ISSUESPart of SW/4, Section 28, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaW21.0436PREPARED FOR:SOUTH OF BROUGHTON ST., EAST OF BROAD ST., NORTH OF HORSEFERRY RD., WEST OF BIRD CAGE WALKPROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:JKDESIGNED BY:DWG NAME:PROJECT NO.:W21.0436DATEBY11.19.2021MLTDATE:RLWKnow what'sbelow.
before you dig.Call
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APP
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NOT FOR CONSTRUCTIONDB KLAIN CONSTRUCTIONVILLAGE OF WEST CLAY BLOCK "D" PARKING LOTENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netB uild with conf idence.S M
C101SWPPP DETAILSW210436-C101 swppp detSEDIMENTATION/SILT FENCE
MAXIMUM LOAD SLOPE AND DISTANCE FOR
WHICH A SILT FENCE IS APPLICABLE
INSTALLATION
PREFABRICATED SILT FENCE
1. LAY OUT THE LOCATION OF THE FENCE SO THAT IT IS PARALLEL TO THE CONTOUR OF THE SLOPE AND AT LEAST 10 FEET BEYOND THE TOE OF THE SLOPE TO PROVIDE A
SEDIMENT STORAGE AREA. TURN THE ENDS OF THE FENCE UP SLOPE SUCH THAT THE POINT OF CONTACT BETWEEN THE GROUND AND THE BOTTOM OF THE FENCE END
TERMINATES AT A HIGHER ELEVATION THAN THE TOP OF THE FENCE AT ITS LOWEST POINT.
2. EXCAVATE AN EIGHT-INCH DEEP BY FOUR-INCH WIDE TRENCH ALONG THE ENTIRE LENGTH OF THE FENCE LINE. INSTALLATION BY PLOWING IS ALSO ACCEPTABLE.
3. INSTALL THE SILT FENCE WITH THE FILTER FABRIC LOCATED ON THE UP-SLOPE SIDE OF THE EXCAVATED TRENCH AND THE SUPPORT POSTS ON THE DOWN-SLOPE SIDE OF THE
TRENCH.
4. DRIVE THE SUPPORT POSTS AT LEAST 18 INCHES INTO THE GROUND, TIGHTLY STRETCHING THE FABRIC BETWEEN THE POSTS AS EACH IS DRIVEN INTO THE SOIL. MINIMUM OF
12 INCHES OF THE FILTER FABRIC SHOULD EXTEND INTO THE TRENCH.
5. LAY THE LOWER FOUR INCHES OF FILTER FABRIC ON THE BOTTOM OF THE TRENCH AND EXTEND IT TOWARD THE UP-SLOPE SIDE OF THE TRENCH.
6. BACKFILL THE TRENCH WITH SOIL MATERIAL AND COMPACT IT IN PLACE.
NOTE: IF THE SILT FENCE IS BEING CONSTRUCTED ON-SITE, ATTACH THE FILTER FABRIC TO THE SUPPORT POSTS AND ATTACH WOODEN LATHE TO SECURE THE FABRIC TO THE
POSTS. ALLOW FOR AT LEAST 12 INCHES OF FABRIC BELOW GROUND LEVEL. COMPLETE THE SILT FENCE INSTALLATION, FOLLOWING STEPS 1 THROUGH 6 ABOVE.
MAINTENANCE
_ INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS.
_ IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. NOTE: ALL REPAIRS SHOULD MEET
SPECIFICATIONS AS OUTLINED WITHIN THIS MEASURE.
_ REMOVE DEPOSITED SEDIMENT WHEN IT IS CAUSING THE FILTER FABRIC TO BULGE OR WHEN IT REACHES ONE-HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT. WHEN
CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, GRADE THE SITE TO BLEND WITH THE SURROUNDING AREA, AND
STABILIZE.
REFERENCE IN CHAPTER 7 PAGES 215-221 IN THE INDIANA STORM WATER QUALITY MANUAL
2-WOOD POST/STAKES WRAPPED
WITH SILT FENCE AND ROTATED AT
LEAST ONE FULL TURN TO SECURE
SILT FENCE END IN PLACE
SILT FENCE
SILT FENCE
POST
TO JOIN TO
ENDS OF TWO
FENCES.
EMBEDDED SILT FENCE MATERIAL MIN. 8"
INTO GROUND W/ 4" LAID ALONG BOTTOM OF
TRENCH. SOIL SLICING IN ACCORDANCE
WITH ASTM D 6462 8.2.2 IS ALSO
ACCEPTABLE.
GEOTEXTILE FABRIC LAID ON
DOWN SLOPE SIDE AND
BOTTOM OF TRENCH
8"X4" TRENCH TO BE BACKFILLED
AND COMPACTED
WOVEN FILTER FABRIC SILT
FENCE MATERIAL COVER
POST 2"X2" WOOD OR 1.33
LBS/FOOT STEEL 6' MAX.
SPACING
EMBEDDED SILT FENCE MATERIAL
MIN. 8" INTO GROUND W/ 4" LAID
ALONG BOTTOM OF TRENCH. SOIL
SLICING IN ACCORDANCE WITH
ASTM D 6462 8.2.2 IS ALSO
ACCEPTABLE.
GEOTEXTILE
FABRIC LAID ON
DOWN SLOPE SIDE
AND BOTTOM OF
TRENCH
POST 2"X2" WOOD OR 1.33 LBS/FOOT
STEEL 8' MAX. SPACING
WIRE FENCE 14 GUAGE (MIN)-6" MESH
REQ'D. IN SWALES OR AREAS OF
CONCENTRATED FLOW
NONWOVEN FILTER FABRIC -
SECURE TO POSTS WITH 2" LATH
2-WOOD POST/STAKES WRAPPED
WITH SILT FENCE AND ROTATED
AT LEAST TWO FULL TURNS TO
PROVIDE A SECURE CONNECTION
INSTALLATION
1. REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA.
2. GRADE THE FOUNDATION AND CROWN FOR POSITIVE DRAINAGE.
3. INSTALL A CULVERT PIPE UNDER THE PAD IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE.
4. IF WET CONDITIONS ARE ANTICIPATED, PLACE GEOTEXTILE FABRIC ON THE GRADED FOUNDATION TO
IMPROVE STABILITY.
5. PLACE AGGREGATE (INDOT CA NO. 2) TO THE DIMENSIONS AND GRADE SHOWN IN THE CONSTRUCTION
PLANS, LEAVING THE SURFACE SMOOTH AND SLOPED FOR DRAINAGE.
6. TOP-DRESS THE DRIVE WITH WASHED AGGREGATE (INDOT CA NO.53).
7. WHERE POSSIBLE, DIVERT ALL STORM WATER RUNOFF AND DRAINAGE FROM THE TEMPORARY
CONSTRUCTION INGRESS/EGRESS PAD TO A SEDIMENT TRAP OR BASIN.
MAINTENANCE
_ INSPECT DAILY.
_ RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL.
_ TOP-DRESS WITH CLEAN AGGREGATE AS NEEDED.
_ IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS.
_ FLUSHING SHOULD ONLY BE USED IF THE WATER FROM THE CONSTRUCTION DRIVE CAN BE CONVEYED
INTO A SEDIMENT TRAP OR BASIN.
REFERENCED IN CHAPTER 7 PAGE 22 AND 23 IN INDIANA STORM WATER QUALITY MANUAL.WIDTH:
(A) - 12' MINIMUM OR FULL WIDTH
OF ENTRANCE/EXIT DRIVE,
WHICHEVER IS GREATER.
WOOD OR METAL
STAKES TO SECURE
THE STRAW BALES
(TWO PER BALE)
10 MIL. PLASTIC LINING
STRAW BALE (TYP)
SECTION LINE
STRAW BALE (TYP)
BINDING WIRE
WOOD OR METAL
STAKES (TYP) - 2 PER
BALENATIVE MATERIAL (OPTIONAL)
POLYETHYLENE LINING 10
MIL. EXTENDING OVER
BALES
(NO SCALE)TYPE "ABOVE GRADE
W/ STRAW BALES"4"WOOD OR METAL
STAKES TO SECURE
THE STRAW BALES
(TWO PER BALE)
POLYETHYLENE LINING 10
MIL. EXTENDING OVER
BALES
METAL PINS OR STAPLES
TO SECURE THE
POLYETHYLENE LINING TO
THE STRAW BALES
METAL PINS OR STAPLES
TO SECURE THE
POLYETHYLENE LINING
TO THE STRAW BALES
CONCRETE
WASHOUT
WOOD POST 3"x3"x8'
BLACK LETTER 6" HEIGHT
3/8" TREATED
PLYWOOD 48"x24"
PAINTED WHITE
0.5" LAG SCREWS
INSTALLATION
1. UTILIZE AND FOLLOW THE DESIGN IN THE STORM WATER POLLUTION PREVENTION PLAN TO
INSTALL THE SYSTEM.
2. DEPENDENT UPON THE TYPE OF SYSTEM, EITHER EXCAVATE THE PIT OR INSTALL THE
CONTAINMENT SYSTEM.
3. A BASE SHALL BE CONSTRUCTED AND PREPARED THAT IS FREE OF ROCKS AND OTHER DEBRIS
THAT MAY CAUSE TEARS OR PUNCTURES IN THE POLYETHYLENE LINING.
4. INSTALL THE POLYETHYLENE LINING. FOR EXCAVATED SYSTEMS, THE LINING SHOULD EXTEND
OVER THE ENTIRE EXCAVATION. THE LINING FOR BERMED SYSTEMS SHOULD BE INSTALLED OVER
THE POOLING AREA WITH ENOUGH MATERIAL TO EXTEND THE LINING OVER THE BERM OR
CONTAINMENT SYSTEM. THE LINING SHOULD BE SECURED WITH PINS, STAPLES, OR OTHER
FASTENERS.
5. PLACE FLAGS, SAFETY FENCING, OR EQUIVALENT TO PROVIDE A BARRIER TO CONSTRUCTION
EQUIPMENT AND OTHER TRAFFIC.
6. PLACE A NON-COLLAPSING, NON-WATER HOLDING COVER OVER THE WASHOUT FACILITY PRIOR TO
A PREDICTED RAINFALL EVENT TO PREVENT ACCUMULATION OF WATER AND POSSIBLE OVERFLOW
OF THE SYSTEM (OPTIONAL).
7. INSTALL SIGNAGE THAT IDENTIFIES CONCRETE WASHOUT AREAS.
8. POST SIGNS DIRECTING CONTRACTORS AND SUPPLIERS TO DESIGNATED LOCATIONS.
9. WHERE NECESSARY, PROVIDE STABLE INGRESS AND EGRESS (SEE TEMPORARY CONSTRUCTION
INGRESS/EGRESS PAD ON PAGE 17) OR ALTERNATIVE APPROACH PAD FOR CONCRETE WASHOUT
SYSTEMS.
10. USE A 10 MIL. POLYETHYLENE LINED DUMPSTER AS AN ALTERNATE.3'3'PLAN
1. ACTUAL LAYOUT DETERMINED IN
FIELD.
2. THE CONCRETE WASHOUT SIGN
SHALL BE INSTALLED WITHIN
30FT. OF THE TEMP. CONCRETE
WASHOUT FACILITY.
SECTION
CONCRETE WASHOUT8"8"8"X4" TRENCH TO BE
BACKFILLED AND COMPACTED
POSTS: STEEL T OR U TYPE, OR 2"X2" HARD WOOD POST
FENCE: WOVEN WIRE, 14-1/2 GA., 6" MAX. MESH OPENING
FABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION.
LOAD SLOPE
LESS THAN 2%
2 TO 5%
5 TO 10%
10 TO 20%
MORE THAN 20%
MAX. DISTANCE ABOVE FENCE
100 FT.
75 FT.
50 FT.
25 FT.
15 FT.
TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD
WITHOUT WIRE SUPPORT WITH WIRE SUPPORT
SMALL SITES - LESS THAN TWO ACRES (NO SCALE)
(NO SCALE)
FLOW
FINISH GRADE
UNDISTURBED
GROUND
FLOW
FINISH GRADE
UNDISTURBED
GROUNDNOTES:
1. THE SWPPP
INFORMATION SIGN MUST
BE LOCATED NEAR THE
CONSTRUCTION EXIT OF
THE SITE, SUCH THAT IT
IS ACCESSIBLE AND
VIEWABLE BY THE
GENERAL PUBLIC, BUT
NOT OBSTRUCTING
VIEWS AS TO CAUSE A
SAFETY HAZARD.
2. ALL POSTED DOCUMENTS
MUST BE MAINTAINED IN
A CLEARLY READABLE
CONDITION AT ALL TIMES
THROUGHOUT
CONSTRUCTION AND
UNTIL THE
NOTICE-OF-TERMINATION
(NOT) IS FILED FOR THE
PERMIT.
3. CONTRACTOR SHALL
POST OTHER STORM
WATER AND/OR EROSION
AND SEDIMENT CONTROL
RELATED PERMITS ON
THE SIGN AS REQUIRED
BY THE GOVERNING
AGENCY.
4. SIGN SHALL BE LOCATED
OUTSIDE OF PUBLIC
RIGHT-OF-WAY AND
EASEMENTS UNLESS
APPROVED BY THE
GOVERNING AGENCY.
5. CONTRACTOR IS
RESPONSIBLE FOR
ENSURING STABILITY OF
THE SWPPP
INFORMATION SIGN.SWPPP INFORMATION SIGN
COPY
OF
NOI
COPY OF
IDEM
NOTICE OF
SUFFICIENCY
SWPPP INFORMATION
DETAILED DESCRIPTION OF THE LOCATION OF THE
SWPPP DOCUMENTATION (BINDER AND SITE MAPS)
ON THE SITE.
SIGN TO BE
CONSTRUCTED OF A
RIGID MATERIAL, SUCH
AS PLYWOOD OR
OUTDOOR SIGN BOARD.
SIGN MUST BE
CONSTRUCTED IN A
MANNER TO PROTECT
DOCUMENTS FROM
DAMAGE DUE TO
WEATHER (WIND, SUN,
MOISTURE, ETC.).
"SWPPP INFORMATION"
MUST BE DISPLAYED
PROMINENTLY
ACROSS THE TOP OF
THE SIGN, AS SHOWN
IN THE DETAIL.3" MIN.3" MIN.COPY
OF
DRAINAGE
APPROVAL
LETTER
COPY
OF
CONSTRUCTION
SITE
NOTICE AS
APPLICABLE
COPY
OF
CONSTRUCTION
SITE
NOTICE AS
APPLICABLE
COPY
OF
CONSTRUCTION
SITE
NOTICE AS
APPLICABLE
(NO SCALE)APRON ON THIS
SIDE OF THE DIKE
SHALL BE FOLDED
UNDER THE DIKE
SECTION 20" AND
GLUED DOWN
CONSTRUCTION
AREA
SECTION A-A
DIKE PLAN VIEW
APRON
ADHESIVE
FLOW
ADHESIVE
20" 20"ADHESIVEADHESIVEADHESIVE
ADHESIVE
NOTES
1. INSTALLED SILT DIKE UNIT SHALL HAVE CONTINUOUS
AND FIRM CONTACT WITH PAVEMENT.
2. ADHESIVES SHALL BE LIQUID NAIL OR APPROVED
EQUAL FOR CONCRETE PAVEMENT APPLICATIONS AND
EMULSIFIED ASPHALT FOR ASPHALT APPLICATIONS.
ADHESIVE SHALL BE PLACED WHERE THE UNITS
OVERLAP AND A 20" STRIP ALONG BOTH EDGES.
FLOW
OVERLAP PER
MANUFACTURER'S
RECOMMENDATIONS
SILT DIKE
(ON EXISTING PAVEMENT)
(NO SCALE)
ALTERNATE
CONTRACTOR MAY USE A
10 MIL. POLYETHYLENE
LINED DUMPSTER FOR
CONCRETE WASHOUT.
SHEET 1 OF 1
DRAWN
CHECKED
QA
MFG
APPROVED
DWG NO SIZE
SCALE
REV
REPLACEABLE SEDIMENT BAGS
WITH GEOTEXTILE FILTER FABRIC
LIFT HANDLES
STAINLESS
STEEL
CLAMPING
BAND
REAR CURB GUARD FLAPWITH MAGNETIC TIE-DOWNS
ALL PRODUCTS MANUFACTURED
BY INLET & PIPE PROTECTION, INC
DISTRIBUTED BY ADS
WWW.INLETFILTERS.COM
(866) 287-8655 PH
(630) 355-3477 FX
INFO@INLETFILTERS.COM
INSTALLATION:
1.
2.
REMOVE GRATE
DROP FLEXSTORM INLET FILTER ONTO
LOAD BEARING LIP OF CASTING OR
CONCRETE STRUCTURE
3. REPLACE GRATE
STANDARD 2"
OVERFLOW
AREA 11 GAUGE STEEL SUSPENSION SYSTEM
IPP
TABLE 1. TEMPORARY SEEDING SPECIFICATIONS
AUG. 1 - SEPT. 1
GERMAN MILLET
WHEAT OR RYE 150 LBS.1 TO 1½ INCHES SEPT. 15 - OCT. 30
SPRING OATS 100 LBS.1 INCH MARCH 1 - APRIL 15
ANNUAL RYEGRASS 40 LBS.¼ INCH MARCH 1 - MAY 1
40 LBS.1 TO 2 INCHES MAY 1 - JUNE 1
SUDANGRASS 35 LBS.MAY 1 - JULY 30
BUCKWHEAT 60 LBS. APRIL 15 - JUNE 1
CORN (BROADCAST)300 LBS.MAY 11 - AUG. 10
SORGHUM 35 LBS.MAY 1 - JULY 15
1 TO 2 INCHES
1 TO 2 INCHES
1 TO 2 INCHES
1 TO 2 INCHES
1. PERENNIAL SPECIES MAY BE USED AS A TEMPORARY COVER, ESPECIALLY IF THE AREA TO BE
SEEDED WILL REMAIN IDLE FOR MORE THAN ONE YEAR.
2. SEEDING DONE OUTSIDE THE OPTIMUM SEEDING DATES INCREASES THE CHANCES OF SEEDING FAILURE.
DATES
MAY BE EXTENDED OR SHORTENED BASED ON THE LOCATION OF THE PROJECT
SITE WITHIN THE STATE.
NOTES
1. MULCH ALONE IS AN ACCEPTABLE TEMPORARY COVER AND MAY BE USED IN LIEU OF TEMPORARYSEEDING,
PROVIDED THAT IT IS APPROPRIATELY ANCHORED.
2. A HIGH POTENTIAL FOR FERTILIZER, SEED, AND MULCH TO WASH EXISTS ON STEEP BANKS, CUTS, AND IN
CHANNELS AND AREAS OF CONCENTRATED FLOW.
SEEDBED PREPARATION
1. TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS.
2. APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST. IF TESTING IS NOT DONE, APPLY 400 TO 600
POUNDS PER ACRE OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT.
3. WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF THE SOIL WITH
A DISK OR RAKE OPERATED ACROSS THE SLOPE.
SEEDING
1. SELECT A SEED SPECIES OR AN APPROPRIATE SEED MIXTURE AND APPLICATION RATE FROM TABLE 1.
2. APPLY SEED UNIFORMLY WITH A DRILL OR CULTIPACKER SEEDER OR BY BROADCASTING. PLANT OR COVER
SEED TO THE DEPTH SHOWN IN TABLE 1.
NOTES
1. IF DRILLING OR BROADCASTING THE SEED, ENSURE GOOD SEED-TO-SOIL CONTACT BY FIRMING THE
SEEDBED WITH A ROLLER OR CULTIPACKER AFTER COMPLETING SEEDING OPERATIONS.
2. DAILY SEEDING WHEN THE SOIL IS MOIST IS USUALLY MOST EFFECTIVE.
3. IF SEEDING IS DONE WITH A HYDROSEEDER, FERTILIZER AND MULCH CAN BE APPLIED WITH THE SEED IN A
SLURRY MIXTURE.
3. APPLY MULCH AND ANCHOR IT IN PLACE.
MAINTENANCE
1. INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS.
2. CHECK FOR EROSION OR MOVEMENT OF MULCH AND REPAIR IMMEDIATELY.
3. MONITOR FOR EROSION DAMAGE AND ADEQUATE COVER (80 PERCENT DENSITY); RESEED, FERTILIZE, AND
APPLY 4. MULCH WHERE NECESSARY.
4. IF NITROGEN DEFICIENCY IS APPARENT, TOP-DRESS FALL SEEDED WHEAT OR RYE SEEDING WITH 50 POUNDS
PER ACRE OF NITROGEN IN FEBRUARY OR MARCH.
REFERENCE IN CHAPTER 7 PAGES 31-33 IN THE INDIANA STORM WATER QUALITY MANUAL
TEMPORARY SEED
TABLE 1. TEMPORARY SEEDING SPECIFICATIONS
SEED SPECIES1 RATE PER ACRE PLANTING DEPTH OPTIMUM DATES2
EXISTING CONCRETE OR
ASPHALT PAVEMENT
MAINTENANCE
1. INSPECT DAILY AND AFTER EACH STORM EVENT FOR LEAKS, SPILLS, TRACKING OF SOIL BY EQUIPMENT, AND THE POLYETHYLENE LINING
FOR FAILURE.
2. ONCE CONCRETE WASTES HARDEN, REMOVE AND DISPOSE OF THE MATERIAL. EXCESS CONCRETE SHOULD BE REMOVED WHEN THE
WASHOUT SYSTEM REACHES 50 PERCENT OF THE DESIGN CAPACITY AND SHOULD NOT BE USED UNTIL PROPERLY CLEANED OUT.
3. PLASTIC LINER SHOULD BE REPLACED AFTER EVERY CLEANING, THE REMOVAL OF MATERIAL USUALLY DAMAGES IT.
4. REPAIR OR ENLARGE AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE WASTE.
5. IF LIQUIDS DO NOT EVAPORATE IT MAY BE NECESSARY TO VACUUM OR REMOVE THE LIQUIDS AND DISPOSE OF THEM IN AN ACCEPTABLE
METHOD.
6. WHEN CONCRETE WASHOUT SYSTEMS ARE NO LONGER REQUIRED THEY SHALL BE CLOSED AND HOLES, DEPRESSIONS AND OTHER
DISTURBANCES ASSOCIATED WITH THE SYSTEM SHOULD BE BACKFILLED, GRADED, AND STABILIZED.
GEOTEXTILE FABRIC UNDERLINER
#2 STONE AGGREGATE
PUB
LI
C
R
O
A
D
#53 STONE
AGGREGATE
(OPTIONAL)
2"-3"(MIN.) (OPTIONAL)
50' (MIN.)
6" (MIN.)
NOTES:
1. AN OAT OR WHEAT COMPANION OR NURSE CROP MAY BE USED WITH ANY OF THE ABOVE
PERMANENT SEEDING MIXTURES, AT THE FOLLOWING RATES:
(A) SPRING OATS - ONE-FOURTH TO THREE-FOURTHS BUSHEL PER ACRE
(B) WHEAT - NO MORE THAN ONE-HALF BUSHEL PER ACRE
2. A HIGH POTENTIAL FOR FERTILIZER, SEED, AND MULCH TO WASH EXISTS ON STEEP BANKS, CUTS,
AND IN CHANNELS AND AREAS OF CONCENTRATED
INSTALLATION
1. GRADE THE SITE TO ACHIEVE POSITIVE DRAINAGE.
2. ADD TOPSOIL OR COMPOST MULCH TO ACHIEVE NEEDED DEPTH FOR ESTABLISHMENT OF
VEGETATION. (COMPOST MATERIAL MAY BE ADDED TO IMPROVE SOIL MOISTURE HOLDING
CAPACITY, SOIL FRIABILITY, AND NUTRIENT AVAILABILITY.)
SEEDBED PREPARATION
1. TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS.
2. APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST AND WORK INTO THE
UPPER TWO TO FOUR INCHES OF SOIL. IF TESTING IS NOT DONE, APPLY 400 TO 600
POUNDS PER ACRE OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT.
3. TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED. USE A DISK OR RAKE, OPERATED ACROSS
THE SLOPE, TO WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF
THE SOIL.
SEEDING
OPTIMUM SEEDING DATES ARE MARCH 1 TO MAY 10 AND AUGUST 10 TO SEPTEMBER 30.
PERMANENT SEEDING DONE BETWEEN MAY 10 AND AUGUST 10 MAY NEED TO BE IRRIGATED.
SEEDING OUTSIDE OR BEYOND OPTIMUM SEEDING DATES IS STILL POSSIBLE WITH THE
UNDERSTANDING THAT RESEEDING OR OVERSEEDING MAY BE REQUIRED IF ADEQUATE SURFACE
COVER IS NOT ACHIEVED. RESEEDING OR OVERSEEDING CAN BE EASILY ACCOMPLISHED IF
THE SOIL SURFACE REMAINS WELL PROTECTED WITH MULCH.
1. SELECT A SEEDING MIXTURE AND RATE FROM TABLE 1. SELECT SEED MIXTURE BASED ON
SITE CONDITIONS, SOIL PH, INTENDED LAND USE, AND EXPECTED LEVEL OF MAINTENANCE.
2. APPLY SEED UNIFORMLY WITH A DRILL OR CULTIPACKER SEEDER OR BY BROADCASTING. PLANT
OR COVER THE SEED TO A DEPTH OF ONE-FOURTH TO ONE-HALF INCH. IF DRILLING OR
BROADCASTING THE SEED, ENSURE GOOD SEED-TO-SOIL CONTACT BY FIRMING THE SEEDBED
WITH A ROLLER OR CULTIPACKER AFTER COMPLETING SEEDING OPERATIONS. (IF SEEDING IS
DONE WITH A HYDROSEEDER, FERTILIZER AND MULCH CAN BE APPLIED WITH THE SEED IN A
SLURRY MIXTURE.)
3. MULCH ALL SEEDED AREAS AND USE APPROPRIATE METHODS TO ANCHOR THE MULCH IN PLACE.
CONSIDER USING EROSION CONTROL BLANKETS ON SLOPING AREAS AND CONVEYANCE
CHANNELS
MAINTENANCE
_ INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN
CALENDAR DAYS UNTIL THE VEGETATION IS SUCCESSFULLY ESTABLISHED.
_ CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE VIGOROUS DARK GREEN OR
BLUISHGREEN SEEDLINGS WITH A UNIFORM VEGETATIVE COVER DENSITY OF 90 PERCENT OR
MORE.
_ CHECK FOR EROSION OR MOVEMENT OF MULCH.
_ REPAIR DAMAGED, BARE, GULLIED, OR SPARSELY VEGETATED AREAS AND THEN FERTILIZE,
RESEED, AND APPLY AND ANCHOR MULCH.
_ IF PLANT COVER IS SPARSE OR PATCHY, EVALUATE THE PLANT MATERIALS CHOSEN, SOIL
FERTILITY, MOISTURE CONDITION, AND MULCH APPLICATION; REPAIR AFFECTED AREAS
EITHER BY OVERSEEDING OR PREPARING A NEW SEEDBED AND RESEEDING. APPLY
AND ANCHOR MULCH ON THE NEWLY SEEDED AREAS.
_ IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE SOIL PH OR
NUTRIENT DEFICIENCY PROBLEMS. (CONTACT YOUR SOIL AND WATER CONSERVATION
DISTRICT OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.)
_ IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING
TO SOIL TEST RECOMMENDATIONS.
_ ADD FERTILIZER THE FOLLOWING GROWING SEASON. FERTILIZE ACCORDING TO SOIL TEST
RECOMMENDATIONS.
_ FERTILIZE TURF AREAS ANNUALLY. APPLY FERTILIZER IN A SPLIT APPLICATION. FOR
COOL-SEASON GRASSES, APPLY ONE-HALF OF THE FERTILIZER IN LATE SPRING AND ONE
HALF IN EARLY FALL. FOR WARM-SEASON GRASSES, APPLY ONE-THIRD IN EARLY SPRING,
ONE-THIRD IN LATE SPRING, AND THE REMAINING ONE-THIRD IN MIDDLE SUMMER.
TABLE 1. PERMANENT SEEDING RECOMMENDATIONS
THIS TABLE PROVIDES SEVERAL SEED MIXTURE OPTIONS. ADDITIONAL SEED MIXTURES ARE
AVAILABLE COMMERCIALLY. WHEN SELECTING A MIXTURE, CONSIDER INTENDED LAND USE
AND SITE CONDITIONS, INCLUDING SOIL PROPERTIES (E.G., SOIL PH AND DRAINAGE), SLOPE
ASPECT, AND THE TOLERANCE OF EACH SPECIES TO SHADE AND DROUGHT.
REFERENCE IN CHAPTER 7 PAGES 35-40 IN THE INDIANA STORM WATER QUALITY MANUAL
LAWNS AND HIGH-MAINTENANCE AREAS
1. BLUEGRASS
2. PERENNIAL RYEGRASS
(TURF TYPE)
3. TALL FESCUE (TURF TYPE)
- BLUEGRASS
170 LBS.
30 LBS.
140 LBS.5.5 TO 7.0
60 LBS.
90 LBS.5.6 TO 7.0
5.6 TO 7.5
PERMANENT SEED
SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH
06/14/22
REVISIONS AND ISSUESPart of SW/4, Section 28, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaW21.0436PREPARED FOR:SOUTH OF BROUGHTON ST., EAST OF BROAD ST., NORTH OF HORSEFERRY RD., WEST OF BIRD CAGE WALKPROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:JKDESIGNED BY:DWG NAME:PROJECT NO.:W21.0436DATEBY11.19.2021MLTDATE:RLWKnow what'sbelow.
before you dig.Call
R
DB KLAIN CONSTRUCTIONVILLAGE OF WEST CLAY BLOCK "D" PARKING LOTPLANS RESUBMITTED FOR COMMENTS05.12.2022RLWENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netB uild with conf idence.S M
RUSSELL L. WEBSTER II, PE No. 11900318RUSSELL L .WEBST
ER I
IPROFESSIONA L E NGINEERREGISTER
E
D
INDIA N A
No. PE11900318
STATE OF
APP
R
O
V
AL P
E
N
DI
NG
NOT FOR CONSTRUCTIONC102SWPPP DETAILSW210436-C102 swppp detSEDIMENTATION/SILT FENCE
MAXIMUM LOAD SLOPE AND DISTANCE FOR
WHICH A SILT FENCE IS APPLICABLE
INSTALLATION
PREFABRICATED SILT FENCE
1. LAY OUT THE LOCATION OF THE FENCE SO THAT IT IS PARALLEL TO THE CONTOUR OF THE SLOPE AND AT LEAST 10 FEET BEYOND THE TOE OF THE SLOPE TO PROVIDE A
SEDIMENT STORAGE AREA. TURN THE ENDS OF THE FENCE UP SLOPE SUCH THAT THE POINT OF CONTACT BETWEEN THE GROUND AND THE BOTTOM OF THE FENCE END
TERMINATES AT A HIGHER ELEVATION THAN THE TOP OF THE FENCE AT ITS LOWEST POINT.
2. EXCAVATE AN EIGHT-INCH DEEP BY FOUR-INCH WIDE TRENCH ALONG THE ENTIRE LENGTH OF THE FENCE LINE. INSTALLATION BY PLOWING IS ALSO ACCEPTABLE.
3. INSTALL THE SILT FENCE WITH THE FILTER FABRIC LOCATED ON THE UP-SLOPE SIDE OF THE EXCAVATED TRENCH AND THE SUPPORT POSTS ON THE DOWN-SLOPE SIDE OF THE
TRENCH.
4. DRIVE THE SUPPORT POSTS AT LEAST 18 INCHES INTO THE GROUND, TIGHTLY STRETCHING THE FABRIC BETWEEN THE POSTS AS EACH IS DRIVEN INTO THE SOIL. MINIMUM OF
12 INCHES OF THE FILTER FABRIC SHOULD EXTEND INTO THE TRENCH.
5. LAY THE LOWER FOUR INCHES OF FILTER FABRIC ON THE BOTTOM OF THE TRENCH AND EXTEND IT TOWARD THE UP-SLOPE SIDE OF THE TRENCH.
6. BACKFILL THE TRENCH WITH SOIL MATERIAL AND COMPACT IT IN PLACE.
NOTE: IF THE SILT FENCE IS BEING CONSTRUCTED ON-SITE, ATTACH THE FILTER FABRIC TO THE SUPPORT POSTS AND ATTACH WOODEN LATHE TO SECURE THE FABRIC TO THE
POSTS. ALLOW FOR AT LEAST 12 INCHES OF FABRIC BELOW GROUND LEVEL. COMPLETE THE SILT FENCE INSTALLATION, FOLLOWING STEPS 1 THROUGH 6 ABOVE.
MAINTENANCE
_ INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS.
_ IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. NOTE: ALL REPAIRS SHOULD MEET
SPECIFICATIONS AS OUTLINED WITHIN THIS MEASURE.
_ REMOVE DEPOSITED SEDIMENT WHEN IT IS CAUSING THE FILTER FABRIC TO BULGE OR WHEN IT REACHES ONE-HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT. WHEN
CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, GRADE THE SITE TO BLEND WITH THE SURROUNDING AREA, AND
STABILIZE.
REFERENCE IN CHAPTER 7 PAGES 215-221 IN THE INDIANA STORM WATER QUALITY MANUAL
2-WOOD POST/STAKES WRAPPED
WITH SILT FENCE AND ROTATED AT
LEAST ONE FULL TURN TO SECURE
SILT FENCE END IN PLACE
SILT FENCE
SILT FENCE
POST
TO JOIN TO
ENDS OF TWO
FENCES.
EMBEDDED SILT FENCE MATERIAL MIN. 8"
INTO GROUND W/ 4" LAID ALONG BOTTOM OF
TRENCH. SOIL SLICING IN ACCORDANCE
WITH ASTM D 6462 8.2.2 IS ALSO
ACCEPTABLE.
GEOTEXTILE FABRIC LAID ON
DOWN SLOPE SIDE AND
BOTTOM OF TRENCH
8"X4" TRENCH TO BE BACKFILLED
AND COMPACTED
WOVEN FILTER FABRIC SILT
FENCE MATERIAL COVER
POST 2"X2" WOOD OR 1.33
LBS/FOOT STEEL 6' MAX.
SPACING
EMBEDDED SILT FENCE MATERIAL
MIN. 8" INTO GROUND W/ 4" LAID
ALONG BOTTOM OF TRENCH. SOIL
SLICING IN ACCORDANCE WITH
ASTM D 6462 8.2.2 IS ALSO
ACCEPTABLE.
GEOTEXTILE
FABRIC LAID ON
DOWN SLOPE SIDE
AND BOTTOM OF
TRENCH
POST 2"X2" WOOD OR 1.33 LBS/FOOT
STEEL 8' MAX. SPACING
WIRE FENCE 14 GUAGE (MIN)-6" MESH
REQ'D. IN SWALES OR AREAS OF
CONCENTRATED FLOW
NONWOVEN FILTER FABRIC -
SECURE TO POSTS WITH 2" LATH
2-WOOD POST/STAKES WRAPPED
WITH SILT FENCE AND ROTATED
AT LEAST TWO FULL TURNS TO
PROVIDE A SECURE CONNECTION
WOOD OR METAL
STAKES TO SECURE
THE STRAW BALES
(TWO PER BALE)
10 MIL. PLASTIC LINING
STRAW BALE (TYP)
SECTION LINE
STRAW BALE (TYP)
BINDING WIRE
WOOD OR METAL
STAKES (TYP) - 2 PER
BALENATIVE MATERIAL (OPTIONAL)
POLYETHYLENE LINING 10
MIL. EXTENDING OVER
BALES
(NO SCALE)TYPE "ABOVE GRADE
W/ STRAW BALES"4"WOOD OR METAL
STAKES TO SECURE
THE STRAW BALES
(TWO PER BALE)
POLYETHYLENE LINING 10
MIL. EXTENDING OVER
BALES
METAL PINS OR STAPLES
TO SECURE THE
POLYETHYLENE LINING TO
THE STRAW BALES
METAL PINS OR STAPLES
TO SECURE THE
POLYETHYLENE LINING
TO THE STRAW BALES
CONCRETE
WASHOUT
WOOD POST 3"x3"x8'
BLACK LETTER 6" HEIGHT
3/8" TREATED
PLYWOOD 48"x24"
PAINTED WHITE
0.5" LAG SCREWS
INSTALLATION
1. UTILIZE AND FOLLOW THE DESIGN IN THE STORM WATER POLLUTION PREVENTION PLAN TO
INSTALL THE SYSTEM.
2. DEPENDENT UPON THE TYPE OF SYSTEM, EITHER EXCAVATE THE PIT OR INSTALL THE
CONTAINMENT SYSTEM.
3. A BASE SHALL BE CONSTRUCTED AND PREPARED THAT IS FREE OF ROCKS AND OTHER DEBRIS
THAT MAY CAUSE TEARS OR PUNCTURES IN THE POLYETHYLENE LINING.
4. INSTALL THE POLYETHYLENE LINING. FOR EXCAVATED SYSTEMS, THE LINING SHOULD EXTEND
OVER THE ENTIRE EXCAVATION. THE LINING FOR BERMED SYSTEMS SHOULD BE INSTALLED OVER
THE POOLING AREA WITH ENOUGH MATERIAL TO EXTEND THE LINING OVER THE BERM OR
CONTAINMENT SYSTEM. THE LINING SHOULD BE SECURED WITH PINS, STAPLES, OR OTHER
FASTENERS.
5. PLACE FLAGS, SAFETY FENCING, OR EQUIVALENT TO PROVIDE A BARRIER TO CONSTRUCTION
EQUIPMENT AND OTHER TRAFFIC.
6. PLACE A NON-COLLAPSING, NON-WATER HOLDING COVER OVER THE WASHOUT FACILITY PRIOR TO
A PREDICTED RAINFALL EVENT TO PREVENT ACCUMULATION OF WATER AND POSSIBLE OVERFLOW
OF THE SYSTEM (OPTIONAL).
7. INSTALL SIGNAGE THAT IDENTIFIES CONCRETE WASHOUT AREAS.
8. POST SIGNS DIRECTING CONTRACTORS AND SUPPLIERS TO DESIGNATED LOCATIONS.
9. WHERE NECESSARY, PROVIDE STABLE INGRESS AND EGRESS (SEE TEMPORARY CONSTRUCTION
INGRESS/EGRESS PAD ON PAGE 17) OR ALTERNATIVE APPROACH PAD FOR CONCRETE WASHOUT
SYSTEMS.
10. USE A 10 MIL. POLYETHYLENE LINED DUMPSTER AS AN ALTERNATE.3'3'PLAN
1. ACTUAL LAYOUT DETERMINED IN
FIELD.
2. THE CONCRETE WASHOUT SIGN
SHALL BE INSTALLED WITHIN
30FT. OF THE TEMP. CONCRETE
WASHOUT FACILITY.
SECTION
CONCRETE WASHOUT8"8"8"X4" TRENCH TO BE
BACKFILLED AND COMPACTED
POSTS: STEEL T OR U TYPE, OR 2"X2" HARD WOOD POST
FENCE: WOVEN WIRE, 14-1/2 GA., 6" MAX. MESH OPENING
FABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION.
LOAD SLOPE
LESS THAN 2%
2 TO 5%
5 TO 10%
10 TO 20%
MORE THAN 20%
MAX. DISTANCE ABOVE FENCE
100 FT.
75 FT.
50 FT.
25 FT.
15 FT.
WITHOUT WIRE SUPPORT WITH WIRE SUPPORT
(NO SCALE)
FLOW
FINISH GRADE
UNDISTURBED
GROUND
FLOW
FINISH GRADE
UNDISTURBED
GROUNDNOTES:
1. THE SWPPP
INFORMATION SIGN MUST
BE LOCATED NEAR THE
CONSTRUCTION EXIT OF
THE SITE, SUCH THAT IT
IS ACCESSIBLE AND
VIEWABLE BY THE
GENERAL PUBLIC, BUT
NOT OBSTRUCTING
VIEWS AS TO CAUSE A
SAFETY HAZARD.
2. ALL POSTED DOCUMENTS
MUST BE MAINTAINED IN
A CLEARLY READABLE
CONDITION AT ALL TIMES
THROUGHOUT
CONSTRUCTION AND
UNTIL THE
NOTICE-OF-TERMINATION
(NOT) IS FILED FOR THE
PERMIT.
3. CONTRACTOR SHALL
POST OTHER STORM
WATER AND/OR EROSION
AND SEDIMENT CONTROL
RELATED PERMITS ON
THE SIGN AS REQUIRED
BY THE GOVERNING
AGENCY.
4. SIGN SHALL BE LOCATED
OUTSIDE OF PUBLIC
RIGHT-OF-WAY AND
EASEMENTS UNLESS
APPROVED BY THE
GOVERNING AGENCY.
5. CONTRACTOR IS
RESPONSIBLE FOR
ENSURING STABILITY OF
THE SWPPP
INFORMATION SIGN.SWPPP INFORMATION SIGN
COPY
OF
NOI
COPY OF
IDEM
NOTICE OF
SUFFICIENCY
SWPPP INFORMATION
DETAILED DESCRIPTION OF THE LOCATION OF THE
SWPPP DOCUMENTATION (BINDER AND SITE MAPS)
ON THE SITE.
SIGN TO BE
CONSTRUCTED OF A
RIGID MATERIAL, SUCH
AS PLYWOOD OR
OUTDOOR SIGN BOARD.
SIGN MUST BE
CONSTRUCTED IN A
MANNER TO PROTECT
DOCUMENTS FROM
DAMAGE DUE TO
WEATHER (WIND, SUN,
MOISTURE, ETC.).
"SWPPP INFORMATION"
MUST BE DISPLAYED
PROMINENTLY
ACROSS THE TOP OF
THE SIGN, AS SHOWN
IN THE DETAIL.3" MIN.3" MIN.COPY
OF
DRAINAGE
APPROVAL
LETTER
COPY
OF
CONSTRUCTION
SITE
NOTICE AS
APPLICABLE
COPY
OF
CONSTRUCTION
SITE
NOTICE AS
APPLICABLE
COPY
OF
CONSTRUCTION
SITE
NOTICE AS
APPLICABLE
(NO SCALE)APRON ON THIS
SIDE OF THE DIKE
SHALL BE FOLDED
UNDER THE DIKE
SECTION 20" AND
GLUED DOWN
CONSTRUCTION
AREA
SECTION A-A
DIKE PLAN VIEW
APRON
ADHESIVE
FLOW
ADHESIVE
20" 20"ADHESIVEADHESIVEADHESIVE
ADHESIVE
NOTES
1. INSTALLED SILT DIKE UNIT SHALL HAVE CONTINUOUS
AND FIRM CONTACT WITH PAVEMENT.
2. ADHESIVES SHALL BE LIQUID NAIL OR APPROVED
EQUAL FOR CONCRETE PAVEMENT APPLICATIONS AND
EMULSIFIED ASPHALT FOR ASPHALT APPLICATIONS.
ADHESIVE SHALL BE PLACED WHERE THE UNITS
OVERLAP AND A 20" STRIP ALONG BOTH EDGES.
FLOW
OVERLAP PER
MANUFACTURER'S
RECOMMENDATIONS
SILT DIKE
(ON EXISTING PAVEMENT)
(NO SCALE)
ALTERNATE
CONTRACTOR MAY USE A
10 MIL. POLYETHYLENE
LINED DUMPSTER FOR
CONCRETE WASHOUT.
SHEET 1 OF 1
DRAWN
CHECKED
QA
MFG
APPROVED
DWG NOSIZE
SCALE
REV
REPLACEABLE SEDIMENT BAGS
WITH GEOTEXTILE FILTER FABRIC
LIFT HANDLES
STAINLESS
STEEL
CLAMPING
BAND
REAR CURB GUARD FLAPWITH MAGNETIC TIE-DOWNS
ALL PRODUCTS MANUFACTURED
BY INLET & PIPE PROTECTION, INC
DISTRIBUTED BY ADS
WWW.INLETFILTERS.COM
(866) 287-8655 PH
(630) 355-3477 FX
INFO@INLETFILTERS.COM
INSTALLATION:
1.
2.
REMOVE GRATE
DROP FLEXSTORM INLET FILTER ONTO
LOAD BEARING LIP OF CASTING OR
CONCRETE STRUCTURE
3. REPLACE GRATE
STANDARD 2"
OVERFLOW
AREA 11 GAUGE STEEL SUSPENSION SYSTEM
IPP
TABLE 1. TEMPORARY SEEDING SPECIFICATIONS
AUG. 1 - SEPT. 1
GERMAN MILLET
WHEAT OR RYE 150 LBS.1 TO 1½ INCHES SEPT. 15 - OCT. 30
SPRING OATS 100 LBS.1 INCH MARCH 1 - APRIL 15
ANNUAL RYEGRASS 40 LBS.¼ INCH MARCH 1 - MAY 1
40 LBS.1 TO 2 INCHES MAY 1 - JUNE 1
SUDANGRASS 35 LBS.MAY 1 - JULY 30
BUCKWHEAT 60 LBS. APRIL 15 - JUNE 1
CORN (BROADCAST)300 LBS.MAY 11 - AUG. 10
SORGHUM 35 LBS.MAY 1 - JULY 15
1 TO 2 INCHES
1 TO 2 INCHES
1 TO 2 INCHES
1 TO 2 INCHES
1. PERENNIAL SPECIES MAY BE USED AS A TEMPORARY COVER, ESPECIALLY IF THE AREA TO BE
SEEDED WILL REMAIN IDLE FOR MORE THAN ONE YEAR.
2. SEEDING DONE OUTSIDE THE OPTIMUM SEEDING DATES INCREASES THE CHANCES OF SEEDING FAILURE.
DATES
MAY BE EXTENDED OR SHORTENED BASED ON THE LOCATION OF THE PROJECT
SITE WITHIN THE STATE.
NOTES
1. MULCH ALONE IS AN ACCEPTABLE TEMPORARY COVER AND MAY BE USED IN LIEU OF TEMPORARYSEEDING,
PROVIDED THAT IT IS APPROPRIATELY ANCHORED.
2. A HIGH POTENTIAL FOR FERTILIZER, SEED, AND MULCH TO WASH EXISTS ON STEEP BANKS, CUTS, AND IN
CHANNELS AND AREAS OF CONCENTRATED FLOW.
SEEDBED PREPARATION
1. TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS.
2. APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST. IF TESTING IS NOT DONE, APPLY 400 TO 600
POUNDS PER ACRE OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT.
3. WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF THE SOIL WITH
A DISK OR RAKE OPERATED ACROSS THE SLOPE.
SEEDING
1. SELECT A SEED SPECIES OR AN APPROPRIATE SEED MIXTURE AND APPLICATION RATE FROM TABLE 1.
2. APPLY SEED UNIFORMLY WITH A DRILL OR CULTIPACKER SEEDER OR BY BROADCASTING. PLANT OR COVER
SEED TO THE DEPTH SHOWN IN TABLE 1.
NOTES
1. IF DRILLING OR BROADCASTING THE SEED, ENSURE GOOD SEED-TO-SOIL CONTACT BY FIRMING THE
SEEDBED WITH A ROLLER OR CULTIPACKER AFTER COMPLETING SEEDING OPERATIONS.
2. DAILY SEEDING WHEN THE SOIL IS MOIST IS USUALLY MOST EFFECTIVE.
3. IF SEEDING IS DONE WITH A HYDROSEEDER, FERTILIZER AND MULCH CAN BE APPLIED WITH THE SEED IN A
SLURRY MIXTURE.
3. APPLY MULCH AND ANCHOR IT IN PLACE.
MAINTENANCE
1. INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS.
2. CHECK FOR EROSION OR MOVEMENT OF MULCH AND REPAIR IMMEDIATELY.
3. MONITOR FOR EROSION DAMAGE AND ADEQUATE COVER (80 PERCENT DENSITY); RESEED, FERTILIZE, AND
APPLY 4. MULCH WHERE NECESSARY.
4. IF NITROGEN DEFICIENCY IS APPARENT, TOP-DRESS FALL SEEDED WHEAT OR RYE SEEDING WITH 50 POUNDS
PER ACRE OF NITROGEN IN FEBRUARY OR MARCH.
REFERENCE IN CHAPTER 7 PAGES 31-33 IN THE INDIANA STORM WATER QUALITY MANUAL
TEMPORARY SEED
TABLE 1. TEMPORARY SEEDING SPECIFICATIONS
SEED SPECIES1 RATE PER ACRE PLANTING DEPTH OPTIMUM DATES2
EXISTING CONCRETE OR
ASPHALT PAVEMENT
MAINTENANCE
1. INSPECT DAILY AND AFTER EACH STORM EVENT FOR LEAKS, SPILLS, TRACKING OF SOIL BY EQUIPMENT, AND THE POLYETHYLENE LINING
FOR FAILURE.
2. ONCE CONCRETE WASTES HARDEN, REMOVE AND DISPOSE OF THE MATERIAL. EXCESS CONCRETE SHOULD BE REMOVED WHEN THE
WASHOUT SYSTEM REACHES 50 PERCENT OF THE DESIGN CAPACITY AND SHOULD NOT BE USED UNTIL PROPERLY CLEANED OUT.
3. PLASTIC LINER SHOULD BE REPLACED AFTER EVERY CLEANING, THE REMOVAL OF MATERIAL USUALLY DAMAGES IT.
4. REPAIR OR ENLARGE AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE WASTE.
5. IF LIQUIDS DO NOT EVAPORATE IT MAY BE NECESSARY TO VACUUM OR REMOVE THE LIQUIDS AND DISPOSE OF THEM IN AN ACCEPTABLE
METHOD.
6. WHEN CONCRETE WASHOUT SYSTEMS ARE NO LONGER REQUIRED THEY SHALL BE CLOSED AND HOLES, DEPRESSIONS AND OTHER
DISTURBANCES ASSOCIATED WITH THE SYSTEM SHOULD BE BACKFILLED, GRADED, AND STABILIZED.
NOTES:
1. AN OAT OR WHEAT COMPANION OR NURSE CROP MAY BE USED WITH ANY OF THE ABOVE
PERMANENT SEEDING MIXTURES, AT THE FOLLOWING RATES:
(A) SPRING OATS - ONE-FOURTH TO THREE-FOURTHS BUSHEL PER ACRE
(B) WHEAT - NO MORE THAN ONE-HALF BUSHEL PER ACRE
2. A HIGH POTENTIAL FOR FERTILIZER, SEED, AND MULCH TO WASH EXISTS ON STEEP BANKS, CUTS,
AND IN CHANNELS AND AREAS OF CONCENTRATED
INSTALLATION
1. GRADE THE SITE TO ACHIEVE POSITIVE DRAINAGE.
2. ADD TOPSOIL OR COMPOST MULCH TO ACHIEVE NEEDED DEPTH FOR ESTABLISHMENT OF
VEGETATION. (COMPOST MATERIAL MAY BE ADDED TO IMPROVE SOIL MOISTURE HOLDING
CAPACITY, SOIL FRIABILITY, AND NUTRIENT AVAILABILITY.)
SEEDBED PREPARATION
1. TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS.
2. APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST AND WORK INTO THE
UPPER TWO TO FOUR INCHES OF SOIL. IF TESTING IS NOT DONE, APPLY 400 TO 600
POUNDS PER ACRE OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT.
3. TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED. USE A DISK OR RAKE, OPERATED ACROSS
THE SLOPE, TO WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF
THE SOIL.
SEEDING
OPTIMUM SEEDING DATES ARE MARCH 1 TO MAY 10 AND AUGUST 10 TO SEPTEMBER 30.
PERMANENT SEEDING DONE BETWEEN MAY 10 AND AUGUST 10 MAY NEED TO BE IRRIGATED.
SEEDING OUTSIDE OR BEYOND OPTIMUM SEEDING DATES IS STILL POSSIBLE WITH THE
UNDERSTANDING THAT RESEEDING OR OVERSEEDING MAY BE REQUIRED IF ADEQUATE SURFACE
COVER IS NOT ACHIEVED. RESEEDING OR OVERSEEDING CAN BE EASILY ACCOMPLISHED IF
THE SOIL SURFACE REMAINS WELL PROTECTED WITH MULCH.
1. SELECT A SEEDING MIXTURE AND RATE FROM TABLE 1. SELECT SEED MIXTURE BASED ON
SITE CONDITIONS, SOIL PH, INTENDED LAND USE, AND EXPECTED LEVEL OF MAINTENANCE.
2. APPLY SEED UNIFORMLY WITH A DRILL OR CULTIPACKER SEEDER OR BY BROADCASTING. PLANT
OR COVER THE SEED TO A DEPTH OF ONE-FOURTH TO ONE-HALF INCH. IF DRILLING OR
BROADCASTING THE SEED, ENSURE GOOD SEED-TO-SOIL CONTACT BY FIRMING THE SEEDBED
WITH A ROLLER OR CULTIPACKER AFTER COMPLETING SEEDING OPERATIONS. (IF SEEDING IS
DONE WITH A HYDROSEEDER, FERTILIZER AND MULCH CAN BE APPLIED WITH THE SEED IN A
SLURRY MIXTURE.)
3. MULCH ALL SEEDED AREAS AND USE APPROPRIATE METHODS TO ANCHOR THE MULCH IN PLACE.
CONSIDER USING EROSION CONTROL BLANKETS ON SLOPING AREAS AND CONVEYANCE
CHANNELS
MAINTENANCE
_ INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN
CALENDAR DAYS UNTIL THE VEGETATION IS SUCCESSFULLY ESTABLISHED.
_ CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE VIGOROUS DARK GREEN OR
BLUISHGREEN SEEDLINGS WITH A UNIFORM VEGETATIVE COVER DENSITY OF 90 PERCENT OR
MORE.
_ CHECK FOR EROSION OR MOVEMENT OF MULCH.
_ REPAIR DAMAGED, BARE, GULLIED, OR SPARSELY VEGETATED AREAS AND THEN FERTILIZE,
RESEED, AND APPLY AND ANCHOR MULCH.
_ IF PLANT COVER IS SPARSE OR PATCHY, EVALUATE THE PLANT MATERIALS CHOSEN, SOIL
FERTILITY, MOISTURE CONDITION, AND MULCH APPLICATION; REPAIR AFFECTED AREAS
EITHER BY OVERSEEDING OR PREPARING A NEW SEEDBED AND RESEEDING. APPLY
AND ANCHOR MULCH ON THE NEWLY SEEDED AREAS.
_ IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE SOIL PH OR
NUTRIENT DEFICIENCY PROBLEMS. (CONTACT YOUR SOIL AND WATER CONSERVATION
DISTRICT OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.)
_ IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING
TO SOIL TEST RECOMMENDATIONS.
_ ADD FERTILIZER THE FOLLOWING GROWING SEASON. FERTILIZE ACCORDING TO SOIL TEST
RECOMMENDATIONS.
_ FERTILIZE TURF AREAS ANNUALLY. APPLY FERTILIZER IN A SPLIT APPLICATION. FOR
COOL-SEASON GRASSES, APPLY ONE-HALF OF THE FERTILIZER IN LATE SPRING AND ONE
HALF IN EARLY FALL. FOR WARM-SEASON GRASSES, APPLY ONE-THIRD IN EARLY SPRING,
ONE-THIRD IN LATE SPRING, AND THE REMAINING ONE-THIRD IN MIDDLE SUMMER.
TABLE 1. PERMANENT SEEDING RECOMMENDATIONS
THIS TABLE PROVIDES SEVERAL SEED MIXTURE OPTIONS. ADDITIONAL SEED MIXTURES ARE
AVAILABLE COMMERCIALLY. WHEN SELECTING A MIXTURE, CONSIDER INTENDED LAND USE
AND SITE CONDITIONS, INCLUDING SOIL PROPERTIES (E.G., SOIL PH AND DRAINAGE), SLOPE
ASPECT, AND THE TOLERANCE OF EACH SPECIES TO SHADE AND DROUGHT.
REFERENCE IN CHAPTER 7 PAGES 35-40 IN THE INDIANA STORM WATER QUALITY MANUAL
LAWNS AND HIGH-MAINTENANCE AREAS
1. BLUEGRASS
2. PERENNIAL RYEGRASS
(TURF TYPE)
3. TALL FESCUE (TURF TYPE)
- BLUEGRASS
170 LBS.
30 LBS.
140 LBS.5.5 TO 7.0
60 LBS.
90 LBS.5.6 TO 7.0
5.6 TO 7.5
PERMANENT SEED
SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH
TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD
(NO SCALE)
GEOTEXTILE FABRIC UNDERLINER
#2 STONE AGGREGATE
PUB
LI
C ROA
D
50' (MIN
.
)
06/14/22
EA
S
T
N
EW
MARK
E
T
S
T
R
E
E
T
G
G
G
G
GGG G
G G G G G G GCCCC
CC
CC C C C C CW
W W W W W
TYP.
TYP.
11 116
EMERICK
ORTHODONTICS
D D D D
D
D
D D D D D D D D D D D D DDDDDDDDDDDDDDDDDDDDDDDDDDDDDD
DDDDD
D6
4
3
P1
P1
P1
P1
H1
H1
H1
H1
H1
H2 H2 H2
H2
H3
S1
S1
P3
P4
P4
P4
P4
P4
P4
P3 P3 P3
H1
S1
TYP.
H4
H4
H4
H4
H3 H3
H1
A1
TYP.
A2
H6
H7
H5
H7
H8
H9
A1
C200SITE PLANw210436-C200 siteSITE PLAN NOTES
PAVEMENT
STANDARD DUTY ASPHALT PAVING
STANDARD DUTY CONCRETE WITH 1' CHAMFERED CORNERS
STORM INLET WITH CONCRETE APRON SHOWN ON SHEET C302
MATCH EXISTING PAVEMENT
HARDSCAPE
6" CURB AND GUTTER
MATCH EXISTING CURB
CURB TURN OUT
LIGHT POLE - TO MATCH EXISTING LIGHT POLES AND CONNECT TO
EXISTING ELECTRICAL.
TAPER CURB WITHIN 3 FEET
PAVEMENT FLUSH WITH SIDEWALK
LANDING
ACCESSIBLE RAMP
MATCH EXISTING SIDEWALK
SIGNAGE & MARKINGS
4" PAINTED WHITE SOLID LINES (TYP)
ACCESSIBLE PARKING SPACE WITH SIGNAGE
ACCESSORIES
PARKING BARRIER
H1
H2
H3
S1
P1
P2
P3
P4
ELECTRICAL RISER
GUY ANCHOR
ELECTRIC JUNCTION BOX
ORNAMENTAL LIGHT
GENERATOR
STREET LIGHT
ELECTRIC MANHOLE
ELECTRIC OUTLET
UTILITY POLE
UTILITY POLE W/ TRANSFORMER
TRANSFORMER
COMMUNICATIONS JUNCTION BOX
COMMUNICATIONS MANHOLE
COMMUNICATIONS PEDESTAL
RIGHT OF WAY LINE
FENCE
GUARD RAIL
BUILDING SETBACK LINE
BOUNDARY LINE
CISTERN
DRINKING FOUNTAIN
FIRE DEPT HOOKUP
FIRE HYDRANT
POST INDICATOR VALVE
CHILLED WATER MANHOLE
WATER MANHOLE
SPRINKLER CONTROL BOX
SPRINKLER CONTROL VALVE
SPRINKLER
SPIGOT
WELL HEAD
WATER METER
WATER VALVE
GAS METER
GAS VALVE
ELECTRIC METER
LIQUID PROPANE GAS TANK
MONITORING WELL
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL
BOLLARD
FLAG POLE
PARKING METER
POST
SIGN
PARKING WHEEL STOP
DOWN SPOUT
ACCESSIBLE SPACE
GATE POST
COMMUNICATIONS RISER
STORM CLEANOUT
BEEHIVE INLET
CURB INLET
FLOOR DRAIN
ROUND INLET
SQUARE INLET
STORM MANHOLE
SANITARY SEWER CLEANOUT
LIFT STATION
SANITARY SEWER MANHOLE
SANITARY STUB MARKER
SEPTIC TANK
PARKING LOT LIGHT (1 HEAD)
PARKING LOT LIGHT (3 HEAD)
PARKING LOT LIGHT (4 HEAD)
PARKING LOT LIGHT (2 HEAD)HEAVY DUTY ASPHALT
CONCRETE PAVEMENT
RIGHT OF WAY PAVEMENT
DISTRIBUTION BOX
ROW RIGHT OF WAY
BSL BUILDING SETBACK LINE
ESMT EASEMENT
D.&U.E. DRAINAGE AND UTILITY EASEMENT
FFE FINISH FLOOR ELEVATION
12 PARKING COUNT
STANDARD DUTY ASPHALT
STONE
PAVEMENT
SITE PLAN LEGEND
UTILITIES
ABBREVIATIONS
OTHER
LINE TYPES REVISIONS AND ISSUESPart of SW/4, Section 28, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaW21.0436PREPARED FOR:SOUTH OF BROUGHTON ST., EAST OF BROAD ST., NORTH OF HORSEFERRY RD., WEST OF BIRD CAGE WALKPROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:JKDESIGNED BY:DWG NAME:PROJECT NO.:W21.0436DATEBY11.19.2021MLTDATE:RLWKnow what'sbelow.
before you dig.Call
R
DB KLAIN CONSTRUCTIONVILLAGE OF WEST CLAY BLOCK "D" PARKING LOTPLANS RESUBMITTED FOR COMMENTS05.12.2022RLWENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netB uild with conf idence.S M
W
S
N
E
RUSSELL L. WEBSTER II, PE No. 11900318RUSSELL L .WEBST
ER II
PROFESSIONA L E NGINEERREGISTER
E
D
INDIA N A
No. PE11900318
STATE OF
APP
R
O
V
AL PENDI
NG
NOT F
O
R
CONST
R
U
CTI
O
N
SITE PLAN GENERAL NOTES
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR
VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE
RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING
CONSTRUCTION.
2. ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF
WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE
BIDDING CONTRACTORS.
3. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)
STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART
"P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. IN
ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE
THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED
PROFESSIONAL ENGINEER.
4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR
TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT.
5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO
APPLICABLE LOCAL STANDARDS.
6. BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE
ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION.
7. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE
CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT.
8. ALL DIMENSIONS ARE BASED ON FACE OF CURB OR BACK OF ROLL CURB
OR FACE OF BUILDING.
9. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING, BUILDING
DIMENSIONS AND SIGNAGE SPECIFICATIONS. DO NOT STAKE BUILDING
FROM THESE PLANS.
10. COORDINATE CONSTRUCTION ACTIVITIES WITH ADJOINING WORK IF
APPLICABLE. VERIFY EXTENT OF ADJOINING WORK AND COORDINATE AS
REQUIRED.
11. FIELD VERIFY EXISTING CURBS AND TAPER PROPOSED VERTICAL CURBS
TO MATCH WITHIN A MIN. OF THREE (3) FEET.
12. ± DIMENSIONS INDICATE FIELD DIMENSION ADJUSTMENT AREA BASED ON
ACTUAL FIELD LAYOUT COORDINATES.
13. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO
START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE
PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL
NOTIFY THE ENGINEER IMMEDIATELY.
14. PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING
AREAS AS NECESSARY. ALL AREAS WHERE PROPOSED PAVEMENT MEETS
EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE FREE
OF ALL LOOSE DEBRIS. THE EDGE OF EXISTING ASPHALT PAVEMENT
SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS
WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING.
15. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL
AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED
DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS,
SUBCONTRACTORS, OR SUPPLIERS AFTER CONSTRUCTION WORK IS
COMPLETE.
16. THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY
CORNER MONUMENTS DURING CONSTRUCTION.
17. REFER TO ARCHITECTURAL PLANS FOR BUILDING ACCESSORY DETAILS.
18. REFER TO SHEET C201 FOR SITE PLAN DETAILS UNLESS OTHERWISE
NOTED.
SITE DATA
SITE AREA = 1.77 AC
PERCENT IMPERVIOUS = 92%
ZONING = PUD
FRONT YARD BSL REQUIRED = 10 FT
H4
A1
FIRE TRUCK MOVEMENT
S2
H5
H6
H7
H8
H9
06/14/22
NOTE:
12"X18" 18 GAUGE HOT DIP GALVANIZED NON-REFLECTIVE SIGN .
USE 6" PIPE BOLLARD FILLED W/
CONCRETE ONLY WHEN SIGN IS
IN PAVED AREA OR SIDEWALK
1'-6"3'-9"7'-0" (MIN)VARIESACCESSIBLE SIGN BOLLARD
MOUNT DETAIL
ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION,
FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO
POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
WHERE PARKING SPACES THAT ARE RESERVED FOR PERSONS WITH
DISABILITIES ARE DESIGNATED TO ACCOMMODATE WHEELCHAIR VANS, A VAN
ACCESSIBLE (R7-8P) PLAQUE SHALL BE MOUNTED BELOW THE R7-8 SIGN.
THE R7-8SIGN SHALL HAVE A GREEN LEGEND AND BORDER AND A WHITE
WHEELCHAIR SYMBOL ON A BLUE SQUARE ALL ON A WHITE BACKGROUND.
THE R7-8P PLAQUE SHALL HAVE A GREEN LEGEND AND BORDER ON A WHITE
BACKGROUND.3'-6"3 LBS./FT. GALVANIZED CHANNEL
SIGN POST PER INDOT STANDARD
SPECIFICATION SEC. 910.14.
ACCESSIBLE SIGNS
ACCESSIBLE PARKING
SYMBOL DETAIL
STANDARD DUTY CONCRETE PAVING SECTION
COMBINED CONCRETE CURB & GUTTER
COMBINED CONCRETE CURB & GUTTER
CURB JOINT DETAIL
C201SITE DETAILSW210436-C201 site detCONCRETE CURB TURNOUT5'-0"3'-0"2'R 2'
R
(NO SCALE)
4"-#53 AGGREGATE (INDOT)
6" CONC. (4000 PSI)
W/FIBER ADDITIVE
(NO SCALE)
THIS SIGN
TYPICAL AT ALL
ACCESSIBLE
PARKING SPACES
THIS SIGN TYPICAL AT
ALL VAN ACCESSIBLE
PARKING SPACES
PENALTY SIGN WITH
WORDING AS REQUIRED
BY STATE OR LOCAL LAW
SLOPE TOP
OF CONCRETE
GROUND/PAVING SURFACE
3500 P.S.I.
P.C. CONCRETE
3"12" X 6"
12" X 9"
10" DIA.18"1"
18"R
7"
11"
4" (TYP.)
NOTE:
ALL STRIPES TO BE PAINTED WHITE.
MINIMUM = 3"
SPECIAL = 4"
(NO SCALE)
RESERVED
PARKING
1" RAD.
ALL CORNERS
12"18"TYPE II
(NO SCALE)12 3/4"BACKFILL 6 3/4"1"R
2 "R
6"3/4"6" 3/4"SLOPE 1/4" PER FT.
6" MIN. 18"
1"R
2 "R
6"12 3/4"BACKFILL
3" TOPSOIL
TYPE III
(NO SCALE)
(NO SCALE)
PARKING BARRIER
(NO SCALE)
R7-8 R7-8P
50' MAXIMUM
5°
20°
PRECAST CONC. PARKING
BARRIER WITH 2-#3 REBARS
USE 4000 PSI CONC.
BEVELED E
D
G
E
#5 REBAR 1'-6"
WITH 3/4" HOLE CAST
FACE OF CU
R
B
O
R
EDGE OF A
S
P
H
A
L
T
30"
6.0'
7 5/8"HEIGHT OF SYMBOL:MINIMUM = 28"SPECIAL = 41"WIDTH OF SYMBOL:
MINIMUM = 24"
SPECIAL = 36"NOTE:
BLUE BACKGROUND AND
WHITE BORDER ARE OPTIONAL
VAN
ACCESSIBLE
12"
NOTE:
WHERE PARKING SPACES THAT ARE RESERVED FOR PERSONS WITH
DISABILITIES ARE DESIGNATED TO ACCOMMODATE WHEELCHAIR VANS, A
VAN ACCESSIBLE (R7-8P) PLAQUE SHALL BE MOUNTED BELOW THE R7-8
SIGN. THE R7-8SIGN SHALL HAVE A GREEN LEGEND AND BORDER AND A
WHITE WHEELCHAIR SYMBOL ON A BLUE SQUARE ALL ON A WHITE
BACKGROUND. THE R7-8P PLAQUE SHALL HAVE A GREEN LEGEND AND
BORDER ON A WHITE BACKGROUND.6"RESERVED
PARKING
VAN
ACCESSIBLE
3"3"(R7-8P)
(R7-8)
8' MIN. VAN
(5' MIN. CAR) 8'8'
ACCESSIBLE PARKING SPACES
NOTE:
ALL PAINT TO BE BLUE NON-SKID SURFACE
APPLICATION OF CILICA SAND OR GLASS BEAD BY
METHOD OF MIXTURE AND OR BROADCASTING.
PROPOSED ADA SIGNS
(SEE SIGN DETAILS)20'(NO SCALE)
3" TOPSOIL
MIN. 4" COMPACTED
#53 STONE BASE
MIN. 4" COMPACTED
#53 STONE BASE
6" MIN. 18"
PREPARED SUBGRADE
COMPACTED PER INDOT
STANDARD SPECIFICATIONS
PREPARED SUBGRADE
COMPACTED PER INDOT
STANDARD SPECIFICATIONS
PREPARED SUBGRADE COMPACTED PER INDOT
STANDARD SPECIFICATIONS. MAY REQUIRE
TREATMENT BEFORE PAVING.REVISIONS AND ISSUESPart of SW/4, Section 28, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaW21.0436PREPARED FOR:SOUTH OF BROUGHTON ST., EAST OF BROAD ST., NORTH OF HORSEFERRY RD., WEST OF BIRD CAGE WALKPROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:JKDESIGNED BY:DWG NAME:PROJECT NO.:W21.0436DATEBY11.19.2021MLTDATE:RLWKnow what'sbelow.
before you dig.Call
R
DB KLAIN CONSTRUCTIONVILLAGE OF WEST CLAY BLOCK "D" PARKING LOTPLANS RESUBMITTED FOR COMMENTS05.12.2022RLWENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netB uild with conf idence.S M
RUSSELL L. WEBSTER II, PE No. 11900318RUSSELL L .WEBST
E
R I
IPROFESSIONA L E NGINEE RRE G I S TER
E
DINDIA N A
No. PE11900318
STATE OF
APP
R
O
V
AL PE
N
DI
NG
NOT F
O
R
C
O
NS
T
R
U
C
TI
ON
GREATER THAN 5' (1)
LESS THAN 5' (2)
Bc= OUTSIDE DIAMETER
D = INSIDE DIAMETER
d = DEPTH OF BEDDING
MATERIAL BELOW PIPE
TYPICAL BEDDING SECTION - RCP PIPE
MIN. 6" TOPSOIL TO ENSURE
GRASS GROWTH IF NOT UNDER
PAVEMENT.
(1) MIN. 1.25 Bc
(2) 1.25 Bc + 12" (MIN.)
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE.
(1) REGULAR BACKFILL (2) "B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95% STANDARD
PROCTOR DENSITY.
"B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95% STANDARD
PROCTOR DENSITY.
NOTE:
ALL BEDDING & INITIAL
BACKFILL SHALL BE INSTALLED
IN 6" TO 12" BALANCED LIFTS. A
MIN. OF 9" CLEARANCE SHALL
BE PROVIDED ON EACH SIDE OF
THE INSTALLED PIPE.
(2) "B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR DENSITY
#8 CRUSHED STONE OR
APPROVED EQUIVALENT
CLASS I BEDDING MATERIAL
HAND TAMPED OR WALKED
INTO PLACE
TYPICAL BEDDING SECTION - PVC & HDPE
ALL BEDDING & INITIAL BACKFILL SHALL
BE INSTALLED IN 6" TO 12" BALANCED
LIFTS A MIN. 9" CLEARANCE SHALL BE
PROVIDED ON EACH SIDE OF THE
INSTALLED PIPE
Bc = OUTSIDE DIAMETER
D = INSIDE DIAMETER
D = DEPTH OF BEDDING
MATERIAL BELOW PIPE
(1) REGULAR BACKFILL
GREATER THAN 5' (1)
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE IN
THE PUBLIC
RIGHT-OF-WAY
1.25 Bc + 12" (MIN.)
MIN. 6" TOPSOIL TO ENSURE
GRASS GROWTH IF NOT UNDER
PAVEMENT
12" MIN.Bc
(2) "B" BORROW OR EQUIV. GRANULAR
MATERIAL COMPACTED TO 95%
STANDARD PROCTOR DENSITY.
TYP. BEDDING SECTION - CMP
(NO SCALE)
D
EDGE OF PAVEMENT,
CURB, GUTTER OR SIMILAR
STRUCTURE IN THE PUBLIC
RIGHT-OF-WAY.
27" & SMALLER
(1) "B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 85%
STANDARD PROCTOR.
30" TO 60"
66" & LARGER 6
NOTES
·ALL BEDDING & INITIAL BACKFILL SHALL BE
INSTALLED IN 6" TO 12" BALANCED LIFTS.
·MIN. OF 9" CLEARANCE EACH SIDE OF PIPE
FOR 42" DIA. AND LESS.
·MIN. OF 12" CLEARANCE EACH SIDE OF PIPE
FOR LARGER THAN 42" DIA.
(1) "B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 90%
STANDARD PROCTOR DENSITY
4
3
27" & SMALLER
30" TO 60"
6
4
d(MIN.)
(NO SCALE)4"d
1/6 Bc
d(MIN.)
D
Bc
66" & LARGER
3
Bc= OUTSIDE DIAMETER
D = INSIDE DIAMETER
d = DEPTH OF BEDDING
MATERIAL BELOW PIPE
(NO SCALE)
SPRINGLINE (1)
REGULAR BACKFILL(1)
1.25 Bc + 12" (MIN.)
FOR ≤ 42" DIA.
1.25 Bc + 24" (MIN.)
FOR > 42" DIA.
5' OR LESS (2)
GREATER THAN 5' (1)
STANDARD DUTY CONCRETE PAVING SECTION
(NO SCALE)
4"-#53 AGGREGATE (INDOT)
6" CONC. (4000 PSI)
W/FIBER ADDITIVE
PREPARED SUBGRADE COMPACTED PER INDOT
STANDARD SPECIFICATIONS. MAY REQUIRE
TREATMENT BEFORE PAVING.
STANDARD DUTY ASPHALT PAVING SECTION
(NO SCALE)
6"-#53 AGGREGATE (INDOT)
2.5"-HMA 19.0MM BASE
1.5"- HMA 9.5MM SURFACE
PREPARED SUBGRADE COMPACTED PER INDOT
STANDARD SPECIFICATIONS. MAY REQUIRE
TREATMENT BEFORE PAVING.
BEEHIVE INLET TYPE "E"
(NO SCALE)
30"X30"VARIES12" MIN.CLASS "A" CONCRETEDIA.SECTION A-A
INLET SET ON 6" BASE OF #8 STONE
6" (TYP.)
"DUMP NO WASTE-DRAINS TO WATERWAY"8"TOP OF CASTING
ELEVATION
E.J. 6489 NEENAH R-4342
OR EQUAL
VARIES (4.5' MAX.)NOTES:
1. 6" CONCRETE PRECAST OR POURED IN PLACE.
2. REFER TO BEDDING DETAIL AS REQUIRED
3. VAR. PIPE SIZE
21" MAX STRAIGHT CONNECTIONS
15" MAX SKEW CORNER CONNECTIONS
4. MIN. 6" FLAT TOP WITH 24" ROUND OPENING
5. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT.
6. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOX OR INLET
WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESS SUFFICIENT BOX INLET WALL
AREA REMAINS ON EACH SIDE OF THE CONNECTING PIPE TO ENSURE STRUCTURAL
INTEGRITY OF THE PRECAST BOX.
7. A MAXIMUM OF TWO (2) SKEW/CORNER CONNECTIONS WILL BE ALLOWED FOR EACH PRECAST
BOX INLET.
8. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED
2 REBAR #5
3.5' EA. WALL 3"2"
2"
ADJUSTING RING AS
REQUIRED
6" (TYP.)
MANHOLE (DIA. "F")
PIPES ENTERING/
LEAVING AT
0-45 DEGREES
FINISH GRADE OR PAVEMENT
MANHOLE (DIA. "F")
PIPES ENTERING/
LEAVING AT
45-90 DEGREES
PIPE SIZE
(DIA. "G")
CASTING FRAME & COVER AS SPECIFIED
ASPHALTIC MASTIC OR BUTYL
RUBBER SEAL BETWEEN ALL
JOINTS.
STANDARD PRECAST
MANHOLE CAP OR ECCENTRIC
CONE. (UP TO 24" PIPE.)
FULL HEIGHT MANHOLE
STEPS AS REQUIRED.
CONCRETE REDUCER CAP
PRECAST CONC.
ADJUSTER RINGS, IF
NEEDED (12 MAX.)
BENCHWALLS AT MINIMUM 12" PERFOOT
SLOPE. BENCHWALLS TO BE
CONSTRUCTED TO SPRINGLINE OF PIPE.
INVERT ELEVATION
BASE SHALL BE POURED IN
PLACE OR PRECAST. BOTH
SHALL HAVE #4 BARS-12"
O.C. BOTH WAYS.
BASE SET ON 6"
OF #8 OR #2
STONE
DIAMETER "G"
DIAMETER "F"
4'-0" DIA.
24" DIA.24" DIA.PREFORMED HOLE TO
MAX OF PIPE O.D. + 6"
WITH NON-SHRINK
CEMENT GROUT
NOTE
MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE COATED STEEL
REINFORCING OR AN APPROVED NON-CORROSIVE FIBERGLASS MATERIAL. THE COPOLYMER
POLYPROPYLENE SHALL MEET THE REQUIREMENTS OF ASTM D-4101 REINFORCED WITH
DEFORMED 38" MIN. DIAMETER REINFORCED STEEL CONFORMING TO THE REQUIREMENTS OF
ASTM A-615, GRADE 60. NON-COATED CAST IRON STEPS ARE NOT ACCEPTABLE.
UP TO
60 DEGREES
16" (TYP.)
5"
6"
NOTE
· MANHOLE CONFORMS TO
ASTM C-478
· NO BRICK OR BLOCK WILL BE
ALLOWED IN MANHOLE
· O-RING GASKET ASPHALTIC
MASTIC OR BUTYL RUBBER
SEAL BETWEEN MANHOLE
JOINTS
3"MIN.
3"MIN.
6" for 48" Dia
8" for > 48" Dia
(NO SCALE)
STANDARD STORM MANHOLE
12"-21"
24"
27"-30"
33"-36"
42"
48"
54"
60"
66"N/A
N/A
N/A
84"
72"
60"
60"
48"
48"48"
60"
60"
72"
84"
96"
N/A
N/A
N/A 96"
96"
96"
N/A
N/A
N/A
N/A
N/A
N/A
PAVED AREA INLET TYPE "E"
(NO SCALE)
"DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPE SLOPESLOPE6" CONCRETE
3'-0" 3'-0"3'-0"3'-0"6"
CL
CL
6"6"
TOP OF CASTING ELEVATION E.J. 5250
NEENAH R-3405
OR EQUAL PAVEMENT
E.J. 5250
NEENAH R-3405
OR EQUAL
30"X30"VARIES12" MIN.CLASS "A" CONCRETEDIA.SECTION A-A
INLET SET ON 6" BASE OF #8 STONE
6" (TYP.)8"VARIES (4.5' MAX.)NOTES:
1. 6" CONCRETE PRECAST OR POURED IN PLACE.
2. REFER TO BEDDING DETAIL AS REQUIRED
3. VAR. PIPE SIZE
21" MAX STRAIGHT CONNECTIONS
15" MAX SKEW CORNER CONNECTIONS
4. MIN. 6" FLAT TOP WITH 24" SQUARE OPENING
5. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT.
6. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOX OR INLET WALL TOUCHED
BY A SKEW/CORNER CONNECTION UNLESS SUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF
THE CONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX.
7. A MAXIMUM OF TWO (2) SKEW/CORNER CONNECTIONS WILL BE ALLOWED FOR EACH PRECAST BOX INLET.
8. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED
2 REBAR #5
3.5' EA. WALL 3"2"
2"
ADJUSTING RING AS
REQUIRED
6" (TYP.)
MIN. 4000 PSI
SAWCUT JOINT
(TYPICAL)6"06/14/22
EA
S
T
N
EW
MARK
E
T
S
T
R
E
E
T
E E E E E E E E E
E E E E
E
E E E E E E E E E E E E E
ETBM #1
G
G
G
G
GGG G
G G G G G G G CC
CCCCCC C C C C CW
W W W W W
EMERICK
ORTHODONTICS
D D D D
D
D
D D D D D D D D D D D D DDDDDDDDDDDDDDDDDDDDDDDDDDDDDD
DDDDDDSTM STM STM STM
INTERCEPT EXISTING DRAIN
INSTALL CLEANOUT
INV=894.7±
92' OF 10" HPDE @ 1.0% MIN.
CONNECT 10" HPDE
INV=893.70
INTERCEPT EXISTING
DRAIN. FIELD LOCATE
AND CONNECT.
CONNECT 6" PERF. UNDERDRAIN
INV=894.00
18" OUTLET
DISCHARGE SUMMARY
PEAK DISCHARGE (CFS)
RETURN PERIOD
10 YR.
100 YR.
11.67 8.42
ALLOWABLE ACTUAL W/OFFSITE
13.70 12.46
NET SITE ACREAGE (MINUS ROW)
OFF-SITE ACREAGE
DETENTION VOLUME REQUIRED
DETENTION VOLUME PROVIDED
1.77 ACRES
0 ACRES
0 CF
0 CF
C300w210436-C300 gradDEVELOPMENT PLANSTORM STRUCTURE T.O.C.
ELEVATION LOCATION
PAVED AREA INLET
TOP OF CASTING (T.O.C.)
ELEVATION LOCATION
BEEHIVE INLET
TOP OF CASTING (T.O.C.)
ELEVATION LOCATION
CHAIRBACK CURB
TOP OF CASTING (T.O.C.)
ELEVATION LOCATION
SOLID LID CASTING
TOP OF CASTING (T.O.C.)
ELEVATION LOCATION
END SECTION INVERT
ELEVATION LOCATION REVISIONS AND ISSUESPart of SW/4, Section 28, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaW21.0436PREPARED FOR:SOUTH OF BROUGHTON ST., EAST OF BROAD ST., NORTH OF HORSEFERRY RD., WEST OF BIRD CAGE WALKPROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:JKDESIGNED BY:DWG NAME:PROJECT NO.:W21.0436DATEBY11.19.2021MLTDATE:RLWKnow what'sbelow.
before you dig.Call
R
DB KLAIN CONSTRUCTIONVILLAGE OF WEST CLAY BLOCK "D" PARKING LOTPLANS RESUBMITTED FOR COMMENTS05.12.2022RLWENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netB uild with conf idence.S M
W
S
N
E
RUSSELL L. WEBSTER II, PE No. 11900318RUSSELL L .WEBST
ER II
PROFESSIONA L E NGINEERREGISTER
E
D
INDIA N A
No. PE11900318
STATE OF
APP
R
O
V
A
L P
E
N
DI
NG
NOT FOR CONSTRUCTIONGENERAL UTILITY NOTES
1. THE CONTRACTOR SHALL CONTACT APPLICABLE STATE
UNDERGROUND LOCATION SERVICE AT LEAST 72 HOURS PRIOR TO
ANY WORK AND SHALL CONTACT THE OWNER AND/OR ENGINEER
SHOULD UTILITIES APPEAR TO BE IN CONFLICT WITH THE PROPOSED
IMPROVEMENTS. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT
WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
2. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED
WITHIN THE LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION
PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS
CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF
ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF
THIS INFORMATION IS NOT GUARANTEED.
3. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO
LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. WITHIN THE
CONSTRUCTION LIMITS. THE LOCATION AND PROTECTION OF UTILITY
STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING
CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY
COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR.
4. THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND
VERIFY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF
ALL UTILITIES.
5. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE
WITH O.S.H.A. STANDARDS FOR WORKER SAFETY.
6. ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING
UNDER OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH
GRANULAR MATERIAL.
7. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATION, SIZE,
AND ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES,
PAVEMENTS, ETC. AS RELATED TO THEIR WORK. NOTIFY ENGINEER
OF ANY CONFLICT AND/OR DISCREPANCIES IN THE CONSTRUCTION
DOCUMENTS.
8. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL CLEARANCE BETWEEN
STORM / SANITARY SEWER SYSTEMS AND DOMESTIC/FIRE LINE
SERVICE. SANITARY SEWER LINE IN PROXIMITY OF WATER LINE SHALL
BE C900 WATER MAIN GRADE PVC.
9. CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL
SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES)
BETWEEN SANITARY SEWERS, WATER MAINS AND STORM SEWERS IS
18" OR LESS.
10. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING
CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO
REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY
TO RETURN IT TO EXISTING CONDITIONS OR BETTER.
11. WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET
WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND
GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS.
12. COMPACTED "B" BORROW BACK FILL REQUIRED OVER ALL UTILITIES IN
PAVED AREAS.
13. ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH
PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS.
14. CONTRACTOR SHALL COORDINATE WITH WATER COMPANY FOR
DOMESTIC AND FIRE SERVICE. CONNECT TO BUILDING DOMESTIC AND
FIRE LINE. COORDINATE WITH PLUMBING DRAWINGS.
15. COORDINATE LOCATION OF ELECTRICAL AND COMMUNICATION LINES
WITH LOCAL UTILITIES.
16. COORDINATE LOCATION OF REQUIRED CONDUITS FOR ELECTRIC
SERVICE, LIGHT POLES, COMMUNICATION SERVICE AND IRRIGATION
SYSTEM.
17. COORDINATE LOCATION AND SIZE OF GAS SERVICE CONNECTION AND
INSTALLATION OF SERVICE LINE AND METER WITH GAS COMPANY.
18. COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM
LINES WITH PLUMBING DRAWINGS.
19. FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO
DOMESTIC/FIRE LINE INSTALLATION AND STORM SEWER / SANITARY
SEWER INSTALLATION.
20. SANITARY SEWER LATERAL, WATER SERVICE, &
ELECTRICAL/COMMUNICATION CONDUITS SHALL BE GRANULAR
BACKFILL FOR ENTIRE RUN.
21. ALL EXISTING MANHOLE AND CATCH BASIN GRATES, WATER OR GAS
VALVES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATIONS.
22. OWNER/CONTRACTOR TO ACQUIRE ALL NECESSARY EASEMENTS FOR
UTILITY SERVICES.
23. CONTRACTOR TO CONNECT DOWNSPOUTS INTO THE EXISTING STORM
SEWER SYSTEM. THE DRAINAGE REPORT FOR THIS AREA SHOULD BE
CONSULTED TO VERIFY CONNECTING INTO APPROPRIATE STORM
SEWER SYSTEMS PER ORIGINAL DESIGN AND WATERSHEDS.
ELECTRICAL RISER
GUY ANCHOR
ELECTRIC JUNCTION BOX
ORNAMENTAL LIGHT
GENERATOR
STREET LIGHT
ELECTRIC MANHOLE
ELECTRIC OUTLET
UTILITY POLE
UTILITY POLE W/ TRANSFORMER
TRANSFORMER
COMMUNICATIONS JUNCTION BOX
COMMUNICATIONS MANHOLE
COMMUNICATIONS PEDESTAL
RIGHT OF WAY LINE
FENCE
GUARD RAIL
BOUNDARY LINE
FIRE DEPT HOOKUP
FIRE HYDRANT
POST INDICATOR VALVE
WATER MANHOLE
WATER METER
WATER VALVE
GAS METER
GAS VALVE
ELECTRIC METER
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL
BOLLARD
SIGN
PARKING WHEEL STOP
DOWN SPOUT
ACCESSIBLE SPACE
COMMUNICATIONS RISER
STORM CLEANOUT
BEEHIVE INLET
CURB INLET
FLOOR DRAIN
ROUND INLET
SQUARE INLET
STORM MANHOLE
SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOLE
SANITARY STUB MARKER
ROW RIGHT OF WAY
ESMT EASEMENT
D.&U.E. DRAINAGE AND UTILITY EASEMENT
FFE FINISH FLOOR ELEVATION
TOC TOP OF CASTING
CMP CORRUGATED METAL PIPE
RCP REINFORCED CONCRETE PIPE
PVC POLYVINYL CHLORIDE PIPE
VCP VITRIFIED CLAY PIPE
HDPE HIGH DENSITY POLYETHYLENE PIPE
DIP DUCTILE IRON PIPE
SSD SUB SURFACE DRAIN PIPE
STM STORM
SAN SANITARY
STR STRUCTURE
CO CLEANOUT
PLAN LEGEND
UTILITIES
ABBREVIATIONS
OTHER
LINE TYPES
FLOW LINE
SANITARY SEWER MAIN
STORM SEWER MAIN
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
AERIAL COMMUNICATIONS
OVERHEAD UTILITY
FORCE MAIN
G G G
W W
E(A)E(A)
E E E
C C C
C(A)C(A)
OHU OHU
FM FM
AERIAL FIBER OPTIC CABLEFO(A)FO(A)
UNDERGROUND FIBER OPTICFOFO
SANITARY SEWER LATERALSAN SAN
ROOF DRAINSTM STM
SUB SURFACE DRAIN
GENERAL GRADING NOTES
1. CONTRACTOR SHALL REFER TO THE STORMWATER POLLUTION PREVENTION
PLAN AND DETAILS FOR CONSTRUCTION SCHEDULING AND EROSION CONTROL
MEASURES TO BE INSTALLED PRIOR TO EARTHMOVING ACTIVITIES.
2. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT)
STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND
CONSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMS ARE
TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE
NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY
ALSO BE APPLICABLE.
3. 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 AS NOTED IN THE GEOTECHNICAL REPORT.
4. AFTER STRIPPING TOPSOIL, PROOFROLL AREAS TO BE FILLED WITH A MEDIUM
WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE
MATERIAL. RECOMMENDATIONS FOR DRYING, AMENDING AND/OR REMOVAL
OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PAVED AND/OR
BUILDING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION BY
THE OWNER'S GEOTECHNICAL TESTING REPRESENTATIVE.
5. TOPSOIL SHALL BE PLACED IN MOUNDING AREAS, NONSTRUCTURAL FILL
AND/OR PLANTING AREAS TO A MINIMUM DEPTH OF 6". EXCESS TOPSOIL
SHALL BE REMOVED FROM THE SITE.
6. WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET
WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND
WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO
GEOTECHNICAL REPORT AND/OR CONSULT WITH OWNER'S GEOTECHNICAL
TESTING REPRESENTATIVE FOR RECOMMENDATIONS.
7. FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS,
BORROW PITS OR OTHER APPROVED SOURCES. EARTH SHALL BE FREE FROM
ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES AND LARGE
ROCKS. THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED SIX
INCHES FOLLOWING COMPACTION, PROPER MOISTURE CONTENT OF FILL
MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION DENSITY. ALL
FILL BENEATH PAVED AREAS, FLOOR SLABS AND FUTURE BUILDINGS SHALL BE
COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM
D-1557. FIELD COMPACTING TEST SHALL BE RUN ON EACH LIFT, IN FILL
SECTIONS, AND THE REQUIRED COMPACTION ON EACH LIFT SHALL BE IN
ACCORDANCE WITH INDOT SECTION 211.
8. MAXIMUM LAWN SLOPE IS 3:1.
9. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN
THE LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION PROVIDED BY
THE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS
EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE
SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED.
10. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE
MAINS, CONDUITS, SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS.
THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT
AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH
APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE
CONTRACTOR.
11. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE.
12. COMPACTED "B" BORROW BACK FILL REQ'D. OVER ALL UTILITIES IN PAVED
AREAS.
13. ALL GRADES AT BOUNDARY SHALL MEET EXISTING. CONTRACTOR SHALL
ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A
SMOOTH FIT AND CONTINUOUS GRADE. BUTT JOINTS SHALL BE PROVIDED AT
TRANSITIONAL AREAS BETWEEN PROPOSED AND EXISTING PAVEMENT.
14. ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR
WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL.
15. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH
O.S.H.A. STANDARDS FOR WORKER SAFETY.
16. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO
THE START OF CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF EARTH IS
ENCOUNTERED, THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND
ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVAL OR IMPORTING
OF EARTH.
17. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS AFTER
INSTALLATION. CONTRACTOR TO TEST FOR AND CORRECT ANY PONDING
CONDITIONS. ANY AREAS THAT HOLD WATER MORE THAN 1/8" DEEP SHALL BE
CUT OUT AND CORRECTED TO POSITIVE DRAINAGE AT NO COST TO THE
OWNER/ DEVELOPER OR ENGINEER.
18. ADA ACCESSIBLE PARKING SPACES, RAMPS, AND ROUTES SHALL BE IN
ACCORDANCE WITH THE LATEST ADA STANDARDS FOR ACCESSIBLE DESIGN.
19. CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL
SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN
SANITARY SEWER FACILITIES, WATER MAIN, AND STORM SEWERS IS 18" OR
LESS.
20. ALL DISTURBED AREA SHALL BE STABILIZED IN ACCORDANCE TO THE STORM
WATER POLLUTION PREVENTION PLAN AND LANDSCAPE PLAN.
21. THIS SITE DOES NOT LIE IN A SPECIAL FLOOD ZONE HAZARD AREA AS
ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY -
NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD
INSURANCE RATE MAP #18057C0205 G, DATED 11/19/2014.
22. ALL ON-SITE STORM SEWERS ARE PRIVATE.
CARMEL REQUIREMENTS
1. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
2. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING
MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE
NOT PERMITTED WITHIN THE RIGHT-0F-WAY.
3. M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE M.F.P.G. 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 FLOOD WATERS CAN ENTER A
BUILDING.
4. M.L.A.G. = LOWEST ADJACENT GRADE IS THE ELEVATION OF THE
LOWEST GRADE ADJACENT TO A STRUCTURE WHEN THE SOIL
MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE
STRUCTURE. (INCLUDING STRUCTURAL MEMBERS SUCH AS
BASEMENT WALKOUT, PATIOS, DECKS, PORCHES, SUPPORT POST,
OR PIERS, AND RIM OF THE WINDOW WELL.
BENCHMARK INFORMATION
SITE TBM
NORTHEAST BONNET NUT FIRE HYDRANT LOCATED IN THE
NORTHWEST PARKING LOT ISLAND. OPPOSITE NORTHEAST
CORNER OF NEW MARKET HG LLC BUILDING.
ELEV.899.605 (NAVD 88)
06/14/22
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ORTHODONTICS
C300w210436-C300 gradDEVELOPMENT PLANREVISIONS AND ISSUESPart of SW/4, Section 28, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaW21.0436PREPARED FOR:SOUTH OF BROUGHTON ST., EAST OF BROAD ST., NORTH OF HORSEFERRY RD., WEST OF BIRD CAGE WALKPROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:JKDESIGNED BY:DWG NAME:PROJECT NO.:W21.0436DATEBY11.19.2021MLTDATE:RLWKnow what'sbelow.
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NOT FOR CONSTRUCTIONDB KLAIN CONSTRUCTIONVILLAGE OF WEST CLAY BLOCK "D" PARKING LOTENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netB uild with conf idence.S M
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GENERAL UTILITY NOTES
1. THE CONTRACTOR SHALL CONTACT APPLICABLE STATE
UNDERGROUND LOCATION SERVICE AT LEAST 72 HOURS PRIOR TO
ANY WORK AND SHALL CONTACT THE OWNER AND/OR ENGINEER
SHOULD UTILITIES APPEAR TO BE IN CONFLICT WITH THE PROPOSED
IMPROVEMENTS. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT
WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
2. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED
WITHIN THE LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION
PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS
CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF
ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF
THIS INFORMATION IS NOT GUARANTEED.
3. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO
LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. WITHIN THE
CONSTRUCTION LIMITS. THE LOCATION AND PROTECTION OF UTILITY
STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING
CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY
COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR.
4. THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND
VERIFY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF
ALL UTILITIES.
5. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE
WITH O.S.H.A. STANDARDS FOR WORKER SAFETY.
6. ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING
UNDER OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH
GRANULAR MATERIAL.
7. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATION, SIZE,
AND ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES,
PAVEMENTS, ETC. AS RELATED TO THEIR WORK. NOTIFY ENGINEER
OF ANY CONFLICT AND/OR DISCREPANCIES IN THE CONSTRUCTION
DOCUMENTS.
8. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL CLEARANCE BETWEEN
STORM / SANITARY SEWER SYSTEMS AND DOMESTIC/FIRE LINE
SERVICE. SANITARY SEWER LINE IN PROXIMITY OF WATER LINE SHALL
BE C900 WATER MAIN GRADE PVC.
9. CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL
SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES)
BETWEEN SANITARY SEWERS, WATER MAINS AND STORM SEWERS IS
18" OR LESS.
10. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING
CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO
REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY
TO RETURN IT TO EXISTING CONDITIONS OR BETTER.
11. WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET
WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND
GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS.
12. COMPACTED "B" BORROW BACK FILL REQUIRED OVER ALL UTILITIES IN
PAVED AREAS.
13. ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH
PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS.
14. CONTRACTOR SHALL COORDINATE WITH WATER COMPANY FOR
DOMESTIC AND FIRE SERVICE. CONNECT TO BUILDING DOMESTIC AND
FIRE LINE. COORDINATE WITH PLUMBING DRAWINGS.
15. COORDINATE LOCATION OF ELECTRICAL AND COMMUNICATION LINES
WITH LOCAL UTILITIES.
16. COORDINATE LOCATION OF REQUIRED CONDUITS FOR ELECTRIC
SERVICE, LIGHT POLES, COMMUNICATION SERVICE AND IRRIGATION
SYSTEM.
17. COORDINATE LOCATION AND SIZE OF GAS SERVICE CONNECTION AND
INSTALLATION OF SERVICE LINE AND METER WITH GAS COMPANY.
18. COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM
LINES WITH PLUMBING DRAWINGS.
19. FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO
DOMESTIC/FIRE LINE INSTALLATION AND STORM SEWER / SANITARY
SEWER INSTALLATION.
20. SANITARY SEWER LATERAL, WATER SERVICE, &
ELECTRICAL/COMMUNICATION CONDUITS SHALL BE GRANULAR
BACKFILL FOR ENTIRE RUN.
21. ALL EXISTING MANHOLE AND CATCH BASIN GRATES, WATER OR GAS
VALVES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATIONS.
22. OWNER/CONTRACTOR TO ACQUIRE ALL NECESSARY EASEMENTS FOR
UTILITY SERVICES.
23. CONTRACTOR TO CONNECT DOWNSPOUTS INTO THE EXISTING STORM
SEWER SYSTEM. THE DRAINAGE REPORT FOR THIS AREA SHOULD BE
CONSULTED TO VERIFY CONNECTING INTO APPROPRIATE STORM
SEWER SYSTEMS PER ORIGINAL DESIGN AND WATERSHEDS.
ELECTRICAL RISER
GUY ANCHOR
ELECTRIC JUNCTION BOX
ORNAMENTAL LIGHT
GENERATOR
STREET LIGHT
ELECTRIC MANHOLE
ELECTRIC OUTLET
UTILITY POLE
UTILITY POLE W/ TRANSFORMER
TRANSFORMER
COMMUNICATIONS JUNCTION BOX
COMMUNICATIONS MANHOLE
COMMUNICATIONS PEDESTAL
RIGHT OF WAY LINE
FENCE
GUARD RAIL
BOUNDARY LINE
FIRE DEPT HOOKUP
FIRE HYDRANT
POST INDICATOR VALVE
WATER MANHOLE
WATER METER
WATER VALVE
GAS METER
GAS VALVE
ELECTRIC METER
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL
BOLLARD
SIGN
PARKING WHEEL STOP
DOWN SPOUT
ACCESSIBLE SPACE
COMMUNICATIONS RISER
STORM CLEANOUT
BEEHIVE INLET
CURB INLET
FLOOR DRAIN
ROUND INLET
SQUARE INLET
STORM MANHOLE
SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOLE
SANITARY STUB MARKER
ROW RIGHT OF WAY
ESMT EASEMENT
D.&U.E. DRAINAGE AND UTILITY EASEMENT
FFE FINISH FLOOR ELEVATION
TOC TOP OF CASTING
CMP CORRUGATED METAL PIPE
RCP REINFORCED CONCRETE PIPE
PVC POLYVINYL CHLORIDE PIPE
VCP VITRIFIED CLAY PIPE
HDPE HIGH DENSITY POLYETHYLENE PIPE
DIP DUCTILE IRON PIPE
SSD SUB SURFACE DRAIN PIPE
STM STORM
SAN SANITARY
STR STRUCTURE
CO CLEANOUT
PLAN LEGEND
UTILITIES
ABBREVIATIONS
OTHER
LINE TYPES
FLOW LINE
SANITARY SEWER MAIN
STORM SEWER MAIN
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
AERIAL COMMUNICATIONS
OVERHEAD UTILITY
FORCE MAIN
G G G
W W
E(A)E(A)
E E E
C C C
C(A)C(A)
OHU OHU
FM FM
AERIAL FIBER OPTIC CABLEFO(A)FO(A)
UNDERGROUND FIBER OPTICFOFO
SANITARY SEWER LATERALSAN SAN
ROOF DRAINSTM STM
SUB SURFACE DRAIN
GENERAL GRADING NOTES
1. CONTRACTOR SHALL REFER TO THE STORMWATER POLLUTION PREVENTION
PLAN AND DETAILS FOR CONSTRUCTION SCHEDULING AND EROSION CONTROL
MEASURES TO BE INSTALLED PRIOR TO EARTHMOVING ACTIVITIES.
2. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT)
STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND
CONSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMS ARE
TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE
NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY
ALSO BE APPLICABLE.
3. 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 AS NOTED IN THE GEOTECHNICAL REPORT.
4. AFTER STRIPPING TOPSOIL, PROOFROLL AREAS TO BE FILLED WITH A MEDIUM
WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE
MATERIAL. RECOMMENDATIONS FOR DRYING, AMENDING AND/OR REMOVAL
OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PAVED AND/OR
BUILDING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION BY
THE OWNER'S GEOTECHNICAL TESTING REPRESENTATIVE.
5. TOPSOIL SHALL BE PLACED IN MOUNDING AREAS, NONSTRUCTURAL FILL
AND/OR PLANTING AREAS TO A MINIMUM DEPTH OF 6". EXCESS TOPSOIL
SHALL BE REMOVED FROM THE SITE.
6. WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET
WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND
WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO
GEOTECHNICAL REPORT AND/OR CONSULT WITH OWNER'S GEOTECHNICAL
TESTING REPRESENTATIVE FOR RECOMMENDATIONS.
7. FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS,
BORROW PITS OR OTHER APPROVED SOURCES. EARTH SHALL BE FREE FROM
ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES AND LARGE
ROCKS. THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED SIX
INCHES FOLLOWING COMPACTION, PROPER MOISTURE CONTENT OF FILL
MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION DENSITY. ALL
FILL BENEATH PAVED AREAS, FLOOR SLABS AND FUTURE BUILDINGS SHALL BE
COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM
D-1557. FIELD COMPACTING TEST SHALL BE RUN ON EACH LIFT, IN FILL
SECTIONS, AND THE REQUIRED COMPACTION ON EACH LIFT SHALL BE IN
ACCORDANCE WITH INDOT SECTION 211.
8. MAXIMUM LAWN SLOPE IS 3:1.
9. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN
THE LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION PROVIDED BY
THE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS
EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE
SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED.
10. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE
MAINS, CONDUITS, SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS.
THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT
AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH
APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE
CONTRACTOR.
11. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE.
12. COMPACTED "B" BORROW BACK FILL REQ'D. OVER ALL UTILITIES IN PAVED
AREAS.
13. ALL GRADES AT BOUNDARY SHALL MEET EXISTING. CONTRACTOR SHALL
ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A
SMOOTH FIT AND CONTINUOUS GRADE. BUTT JOINTS SHALL BE PROVIDED AT
TRANSITIONAL AREAS BETWEEN PROPOSED AND EXISTING PAVEMENT.
14. ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR
WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL.
15. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH
O.S.H.A. STANDARDS FOR WORKER SAFETY.
16. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO
THE START OF CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF EARTH IS
ENCOUNTERED, THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND
ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVAL OR IMPORTING
OF EARTH.
17. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS AFTER
INSTALLATION. CONTRACTOR TO TEST FOR AND CORRECT ANY PONDING
CONDITIONS. ANY AREAS THAT HOLD WATER MORE THAN 1/8" DEEP SHALL BE
CUT OUT AND CORRECTED TO POSITIVE DRAINAGE AT NO COST TO THE
OWNER/ DEVELOPER OR ENGINEER.
18. ADA ACCESSIBLE PARKING SPACES, RAMPS, AND ROUTES SHALL BE IN
ACCORDANCE WITH THE LATEST ADA STANDARDS FOR ACCESSIBLE DESIGN.
19. CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL
SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN
SANITARY SEWER FACILITIES, WATER MAIN, AND STORM SEWERS IS 18" OR
LESS.
20. ALL DISTURBED AREA SHALL BE STABILIZED IN ACCORDANCE TO THE STORM
WATER POLLUTION PREVENTION PLAN AND LANDSCAPE PLAN.
21. THIS SITE DOES NOT LIE IN A SPECIAL FLOOD ZONE HAZARD AREA AS
ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY -
NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD
INSURANCE RATE MAP #18057C0205 G, DATED 11/19/2014.
CARMEL REQUIREMENTS
1. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
2. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING
MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE
NOT PERMITTED WITHIN THE RIGHT-0F-WAY.
3. M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE M.F.P.G. 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 FLOOD WATERS CAN ENTER A
BUILDING.
4. M.L.A.G. = LOWEST ADJACENT GRADE IS THE ELEVATION OF THE
LOWEST GRADE ADJACENT TO A STRUCTURE WHEN THE SOIL
MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE
STRUCTURE. (INCLUDING STRUCTURAL MEMBERS SUCH AS
BASEMENT WALKOUT, PATIOS, DECKS, PORCHES, SUPPORT POST,
OR PIERS, AND RIM OF THE WINDOW WELL.
BENCHMARK INFORMATION
SITE TBM
NORTHEAST BONNET NUT FIRE HYDRANT LOCATED IN THE
NORTHWEST PARKING LOT ISLAND. OPPOSITE NORTHEAST
CORNER OF NEW MARKET HG LLC BUILDING.
ELEV.899.605 (NAVD 88)
06/14/22
BROAD STREETBIRD CAGE WALKHORSEFERRY ROAD
E
A
S
T
N
EW
MA
RK
E
T
S
T
R
E
E
T
E E E
E E
E
EE E E E E
BROUGHTON
STREET
G
G
G G G GCC
C CC C
CW
W W
C
EMERICK
ORTHODONTICS
STM
Storm 204 to 200
885
890
895
900
905
885
890
895
900
905 STORM 303
885
890
895
900
905
885
890
895
900
905
STORM SEWER STRUCTURE DATA TABLE
STRUCTURE
NUMBER
301
302
303
TOP OF
CASTING
895.60
896.57
896.57
STRUCTURE
TYPE
BEEHIVE INLET, 24 X 24
48'' DIA. MANHOLE
PAVED INLET, 30 X 30
CASTING TYPE
R-4342
R-1772
R-3405
INVERT
INV OUT (S)= 892.94 (12" RCP)
INV IN (NW)= 892.98 (12" RCP)
INV OUT (SE)= 893.49 (12" RCP)
STORM SEWER PIPE DATA TABLE
UPSTREAM
STRUCTURE
301
303
DOWNSTREAM
STRUCTURE
302
SIZE
12"
12"
MATERIAL
RCP
RCP
LENGTH
33'
21'
SLOPE
1.57%
2.39%
C600STORM SEWER PLAN AND PROFILESTORM SEWER NOTES
1. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED
IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR
STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND
STORMWATER POLLUTION PREVENTION PLAN.
2. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD
SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND CONSTRUCTION
METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE
INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER
SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE.
3. THE CONTRACTOR SHALL CONTACT APPLICABLE STATE UNDERGROUND
LOCATION SERVICE AT LEAST 72 HOURS PRIOR TO ANY WORK AND SHALL
CONTACT THE OWNER AND/OR ENGINEER SHOULD UTILITIES APPEAR TO BE IN
CONFLICT WITH THE PROPOSED IMPROVEMENTS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES
WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
4. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE
LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION PROVIDED BY THE
VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS
EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE
SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED.
5. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS,
CONDUITS, SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS. THE
LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND
MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE
UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR.
6. THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY ANY
AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES.
7. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH
O.S.H.A. STANDARDS FOR WORKER SAFETY.
8. ANY PART OF STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF
PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL.
9. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATION, SIZE, AND
ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS, ETC. AS
RELATED TO THEIR WORK. NOTIFY ENGINEER OF ANY CONFLICT AND/OR
DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS.
10. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL CLEARANCE BETWEEN STORM /
SANITARY SEWER SYSTEMS AND DOMESTIC/FIRE LINE SERVICE. SANITARY
SEWER LINE IN PROXIMITY OF WATER LINE SHALL BE C900 WATER MAIN GRADE
PVC.
11. CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL
SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN
SANITARY SEWERS, WATER MAINS AND STORM SEWERS IS 18" OR LESS.
12. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING
CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR
AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO
EXISTING CONDITIONS OR BETTER.
13. WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET WEATHER,
PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER
MANAGEMENT TO CONTROL MOISTURE OF SOILS.
14. COMPACTED "B" BORROW BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED
AREAS.
15. ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT
AND SHALL HAVE TRAFFIC BEARING RING AND COVERS.
16. COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM LINES WITH
PLUMBING DRAWINGS.
17. FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO STORM SEWER
INSTALLATION.
18. ALL EXISTING MANHOLE AND CATCH BASIN GRATES SHALL BE ADJUSTED TO NEW
FINISH GRADE ELEVATIONS.
19. EXISTING PIPES WITHIN CONSTRUCTION LIMITS ARE TO BE CLEANED OUT TO
REMOVE ALL SILT AND DEBRIS.
20. ALL STORM PIPE CONNECTIONS AT STRUCTURES SHALL BE GROUTED TO
ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT.
21. ALL STORM SEWER STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH
PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS.
22. ALL STORM SEWER STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED
MORTAR CHANNEL FROM INVERT IN TO INVERT OUT.
23. NEW PIPES AND STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE
CLEANED OUT TO REMOVE ALL SILT AND DEBRIS PRIOR TO FINAL TURNOVER TO
THE OWNER.
24. ALL HDPE PIPE SHALL BE DUAL WALLED, HANCOR HQ, ADS N-12 PIPE OR
APPROVED EQUAL.
25. ALL FITTINGS AND ACCESSORIES INCLUDING BUT NOT LIMITED TO END CAPS,
CLEANOUTS, REDUCERS, ETC., SHALL BE OF HDPE MATERIAL COMPARABLE WITH
STORAGE PIPES.
26. PROVIDE BACKFILL WITH A MINIMUM OF 4" BEDDING MATERIAL OF #8 AGGREGATE
COMPACTED IN 8" LIFTS TO 95% MAXIMUM DRY DENSITY.
27. VERIFY EXISTING STORM INVERT ELEVATIONS PRIOR TO STARTING NEW STORM
SEWER CONNECTION.
28. 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 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE
AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO
BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH
SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE
WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL.
ELECTRICAL RISER
GUY ANCHOR
ELECTRIC JUNCTION BOX
ORNAMENTAL LIGHT
GENERATOR
STREET LIGHT
ELECTRIC MANHOLE
ELECTRIC OUTLET
UTILITY POLE
UTILITY POLE W/ TRANSFORMER
TRANSFORMER
COMMUNICATIONS JUNCTION BOX
COMMUNICATIONS MANHOLE
COMMUNICATIONS PEDESTAL
RIGHT OF WAY LINE
FENCE
GUARD RAIL
BOUNDARY LINE
FIRE DEPT HOOKUP
FIRE HYDRANT
WATER METER
WATER VALVE
GAS METER
GAS VALVE
ELECTRIC METER
LIQUID PROPANE GAS TANK
MONITORING WELL
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL
PARKING WHEEL STOP
DOWN SPOUT
ACCESSIBLE SPACE
COMMUNICATIONS RISER
STORM CLEANOUT
BEEHIVE INLET
CURB INLET
FLOOR DRAIN
ROUND INLET
SQUARE INLET
STORM MANHOLE
SANITARY SEWER CLEANOUT
LIFT STATION
SANITARY SEWER MANHOLE
SANITARY STUB MARKER
PARKING LOT LIGHT (1 HEAD)
PARKING LOT LIGHT (3 HEAD)
PARKING LOT LIGHT (4 HEAD)
PARKING LOT LIGHT (2 HEAD)
ROW RIGHT OF WAY
ESMT EASEMENT
D.&U.E. DRAINAGE AND UTILITY EASEMENT
FFE FINISH FLOOR ELEVATION
CMP CORRUGATED METAL PIPE
RCP REINFORCED CONCRETE PIPE
PVC POLYVINYL CHLORIDE PIPE
VCP VITRIFIED CLAY PIPE
HDPE HIGH DENSITY POLYETHYLENE PIPE
DIP DUCTILE IRON PIPE
SSD SUB SURFACE DRAIN PIPE
STM STORM
SAN SANITARY
STR STRUCTURE
CO CLEANOUT
STORM SEWER PLAN
AND PROFILE LEGEND
UTILITIES
ABBREVIATIONS
OTHER
LINE TYPES
FLOW LINE
INDEX CONTOUR
INTERMEDIATE CONTOUR
SANITARY SEWER MAIN
STORM SEWER MAIN
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
AERIAL COMMUNICATIONS
OVERHEAD UTILITY
FORCE MAIN
G G G
W W
E(A)E(A)
E E E
C C C
C(A)C(A)
OHU OHU
FM FM
AERIAL FIBER OPTIC CABLEFO(A)FO(A)
UNDERGROUND FIBER OPTICFOFO
EMERGENCY FLOOD ROUTE
SANITARY SEWER LATERALSANSAN
ROOF DRAINSTM STM
SUB SURFACE DRAIN
FLOW DIRECTION AND SLOPE
LEGEND
EXISTING GRADE
FINISHED GRADE
GRANULAR BACKFILL
W
S
N
E
STORM STRUCTURE T.O.C.
ELEVATION LOCATION
PAVED AREA INLET
TOP OF CASTING (T.O.C.)
ELEVATION LOCATION
BEEHIVE INLET
TOP OF CASTING (T.O.C.)
ELEVATION LOCATION
CHAIRBACK CURB
TOP OF CASTING (T.O.C.)
ELEVATION LOCATION
SOLID LID CASTING
TOP OF CASTING (T.O.C.)
ELEVATION LOCATION
END SECTION INVERT
ELEVATION LOCATION
REVISIONS AND ISSUESPart of SW/4, Section 28, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaW21.0436PREPARED FOR:SOUTH OF BROUGHTON ST., EAST OF BROAD ST., NORTH OF HORSEFERRY RD., WEST OF BIRD CAGE WALKPROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:JKDESIGNED BY:DWG NAME:PROJECT NO.:W21.0436DATEBY11.19.2021MLTDATE:RLWKnow what'sbelow.
before you dig.Call
R
DB KLAIN CONSTRUCTIONVILLAGE OF WEST CLAY BLOCK "D" PARKING LOTPLANS RESUBMITTED FOR COMMENTS05.12.2022RLWENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netB uild with conf idence.S M
RUSSELL L. WEBSTER II, PE No. 11900318RUSSELL L .WEBST
ER II
PROFESSIONA L E NGINEERREGISTER
E
D
INDIA N A
No. PE11900318
STATE OF
APP
R
O
V
A
L P
E
N
DI
NG
NOT FOR CONSTRUCTIONBENCHMARK INFORMATION
SITE TBM
NORTHEAST BONNET NUT FIRE HYDRANT LOCATED IN THE
NORTHWEST PARKING LOT ISLAND. OPPOSITE NORTHEAST
CORNER OF NEW MARKET HG LLC BUILDING.
ELEV.899.605 (NAVD 88)
06/14/22
EA
S
T
N
EW
MARK
E
T
S
T
R
E
E
T
E E E E E E E E E
E E E E
E
E
E
E E E E E E E E E E E E E ETBM #1
G
G
G
G
G
G
G G
G G G G G G G CC
CCCCCC C C C C CW
W W W W W
EMERICK
ORTHODONTICS
STM STM STM STM
C601w210436-C602 flood routing planFLOOD ROUTING PLANREVISIONS AND ISSUESPart of SW/4, Section 28, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaW21.0436PREPARED FOR:SOUTH OF BROUGHTON ST., EAST OF BROAD ST., NORTH OF HORSEFERRY RD., WEST OF BIRD CAGE WALKPROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:JKDESIGNED BY:DWG NAME:PROJECT NO.:W21.0436DATEBY11.19.2021MLTDATE:RLWKnow what'sbelow.
before you dig.Call
R
DB KLAIN CONSTRUCTIONVILLAGE OF WEST CLAY BLOCK "D" PARKING LOTPLANS RESUBMITTED FOR COMMENTS05.12.2022RLWENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netB uild with conf idence.S M
W
S
N
E
RUSSELL L. WEBSTER II, PE No. 11900318RUSSELL L .WEBST
ER II
PROFESSIONA L E NGINEERREGISTER
E
D
INDIA N A
No. PE11900318
STATE OF
APP
R
O
V
A
L P
E
N
DI
NG
NOT FOR CONSTRUCTIONELECTRICAL RISER
GUY ANCHOR
ELECTRIC JUNCTION BOX
ORNAMENTAL LIGHT
GENERATOR
STREET LIGHT
ELECTRIC MANHOLE
ELECTRIC OUTLET
UTILITY POLE
UTILITY POLE W/ TRANSFORMER
TRANSFORMER
COMMUNICATIONS JUNCTION BOX
COMMUNICATIONS MANHOLE
COMMUNICATIONS PEDESTAL
RIGHT OF WAY LINE
FENCE
GUARD RAIL
BOUNDARY LINE
FIRE DEPT HOOKUP
FIRE HYDRANT
POST INDICATOR VALVE
WATER MANHOLE
WATER METER
WATER VALVE
GAS METER
GAS VALVE
ELECTRIC METER
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL
BOLLARD
SIGN
PARKING WHEEL STOP
DOWN SPOUT
ACCESSIBLE SPACE
COMMUNICATIONS RISER
STORM CLEANOUT
BEEHIVE INLET
CURB INLET
FLOOR DRAIN
ROUND INLET
SQUARE INLET
STORM MANHOLE
SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOLE
SANITARY STUB MARKER
ROW RIGHT OF WAY
ESMT EASEMENT
D.&U.E. DRAINAGE AND UTILITY EASEMENT
FFE FINISH FLOOR ELEVATION
TOC TOP OF CASTING
CMP CORRUGATED METAL PIPE
RCP REINFORCED CONCRETE PIPE
PVC POLYVINYL CHLORIDE PIPE
VCP VITRIFIED CLAY PIPE
HDPE HIGH DENSITY POLYETHYLENE PIPE
DIP DUCTILE IRON PIPE
SSD SUB SURFACE DRAIN PIPE
STM STORM
SAN SANITARY
STR STRUCTURE
CO CLEANOUT
PLAN LEGEND
UTILITIES
ABBREVIATIONS
OTHER
LINE TYPES
FLOW LINE
SANITARY SEWER MAIN
STORM SEWER MAIN
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
AERIAL COMMUNICATIONS
OVERHEAD UTILITY
FORCE MAIN
G G G
W W
E(A)E(A)
E E E
C C C
C(A)C(A)
OHU OHU
FM FM
AERIAL FIBER OPTIC CABLEFO(A)FO(A)
UNDERGROUND FIBER OPTICFOFO
SANITARY SEWER LATERALSAN SAN
ROOF DRAINSTM STM
SUB SURFACE DRAIN
GENERAL GRADING NOTES
1. CONTRACTOR SHALL REFER TO THE STORMWATER POLLUTION
PREVENTION PLAN AND DETAILS FOR CONSTRUCTION SCHEDULING AND
EROSION CONTROL MEASURES TO BE INSTALLED PRIOR TO EARTHMOVING
ACTIVITIES.
2. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT)
STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND
CONSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMS
ARE TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT.
PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD
SPECIFICATIONS MAY ALSO BE APPLICABLE.
3. 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 AS NOTED IN THE
GEOTECHNICAL REPORT.
4. AFTER STRIPPING TOPSOIL, PROOFROLL AREAS TO BE FILLED WITH A
MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF
UNSUITABLE MATERIAL. RECOMMENDATIONS FOR DRYING, AMENDING
AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED
PAVED AND/OR BUILDING AREAS WILL BE DETERMINED AT THE TIME OF
CONSTRUCTION BY THE OWNER'S GEOTECHNICAL TESTING
REPRESENTATIVE.
5. TOPSOIL SHALL BE PLACED IN MOUNDING AREAS, NONSTRUCTURAL FILL
AND/OR PLANTING AREAS TO A MINIMUM DEPTH OF 6". EXCESS TOPSOIL
SHALL BE REMOVED FROM THE SITE.
6. WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET
WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND
WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO
GEOTECHNICAL REPORT AND/OR CONSULT WITH OWNER'S GEOTECHNICAL
TESTING REPRESENTATIVE FOR RECOMMENDATIONS.
7. FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS,
BORROW PITS OR OTHER APPROVED SOURCES. EARTH SHALL BE FREE
FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES AND
LARGE ROCKS. THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO
EXCEED SIX INCHES FOLLOWING COMPACTION, PROPER MOISTURE
CONTENT OF FILL MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED
COMPACTION DENSITY. ALL FILL BENEATH PAVED AREAS, FLOOR SLABS
AND FUTURE BUILDINGS SHALL BE COMPACTED TO AT LEAST 95% OF THE
MAXIMUM DRY DENSITY PER ASTM D-1557. FIELD COMPACTING TEST
SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS, AND THE REQUIRED
COMPACTION ON EACH LIFT SHALL BE IN ACCORDANCE WITH INDOT
SECTION 211.
8. MAXIMUM LAWN SLOPE IS 3:1.
9. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED
WITHIN THE LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION
PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS
CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF ABOVE
GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS
INFORMATION IS NOT GUARANTEED.
10. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE
MAINS, CONDUITS, SERVICE LINES, ETC. WITHIN THE CONSTRUCTION
LIMITS. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR
SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION
WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY
OF THE CONTRACTOR.
11. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE.
12. COMPACTED "B" BORROW BACK FILL REQ'D. OVER ALL UTILITIES IN PAVED
AREAS.
13. ALL GRADES AT BOUNDARY SHALL MEET EXISTING. CONTRACTOR SHALL
ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A
SMOOTH FIT AND CONTINUOUS GRADE. BUTT JOINTS SHALL BE PROVIDED
AT TRANSITIONAL AREAS BETWEEN PROPOSED AND EXISTING PAVEMENT.
14. ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER
OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL.
15. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE
WITH O.S.H.A. STANDARDS FOR WORKER SAFETY.
16. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR
TO THE START OF CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF
EARTH IS ENCOUNTERED, THE CONTRACTOR SHALL CONFIRM WITH THE
OWNER AND ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVAL
OR IMPORTING OF EARTH.
17. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS AFTER
INSTALLATION. CONTRACTOR TO TEST FOR AND CORRECT ANY PONDING
CONDITIONS. ANY AREAS THAT HOLD WATER MORE THAN 1/8" DEEP SHALL
BE CUT OUT AND CORRECTED TO POSITIVE DRAINAGE AT NO COST TO THE
OWNER/ DEVELOPER OR ENGINEER.
18. ADA ACCESSIBLE PARKING SPACES, RAMPS, AND ROUTES SHALL BE IN
ACCORDANCE WITH THE LATEST ADA STANDARDS FOR ACCESSIBLE
DESIGN.
19. CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL
SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES)
BETWEEN SANITARY SEWER FACILITIES, WATER MAIN, AND STORM
SEWERS IS 18" OR LESS.
20. ALL DISTURBED AREA SHALL BE STABILIZED IN ACCORDANCE TO THE
STORM WATER POLLUTION PREVENTION PLAN AND LANDSCAPE PLAN.
21. THIS SITE DOES NOT LIE IN A SPECIAL FLOOD ZONE HAZARD AREA AS
ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY -
NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON
FLOOD INSURANCE RATE MAP #18057C0205 G, DATED 11/19/2014.
BENCHMARK INFORMATION
SITE TBM
NORTHEAST BONNET NUT FIRE HYDRANT LOCATED
IN THE NORTHWEST PARKING LOT ISLAND.
OPPOSITE NORTHEAST CORNER OF NEW MARKET
HG LLC BUILDING.
ELEV.899.605 (NAVD 88)
EMERGENCY FLOOD ROUTE
EMERGENCY SPILLWAY
PATH EXTENDS TO BIRD
CAGE WALK RIGHT-OF-WAY
CLOGGED INLET LIMITS
WITH APPROXIMATE
BREAK-OVER ELEVATION
THE 2013 DRAINAGE REPORT BY
TERRA SITE DEVELOPMENT,
INC., INDICATES THAT THIS IS A
SECONDARY SPILLWAY, BUT WE
DON'T HAVE SURVEY DATA ON
THIS ALLEY TO CONFIRM.
06/14/22