HomeMy WebLinkAboutHarvest Market Full Set146th ST.SR 37PZ-2023-00075 ADLS AMEND
NO SCALE
HAMILTON COUNTY
PROJECT LOCATION PROJECT LOCATION
LOCATION MAPAREA MAP
CITY OF CARMEL STANDARD NOTES
DESIGN DATA
EXISTING ZONING
C-2
ZONING OVERLAY
N/A
TOTAL ACREAGE
5.07 ACRES
NET ACREAGE
5.07 ACRES
BUILDING COVER RATIO
34.1%
BUILDING SQUARE FOOTAGE
75,207 SQUARE FEET
IMPERVIOUS COVER RATIO
96.2%
DISTURBED AREA
2.67%
W
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CITY OF CARMEL PLANNING
ONE CIVIC SQUARE
CARMEL, IN 46032
ANGIE CONN / ALEXIA LOPEZ
TEL: 317/571-2417
CITY OF CARMEL ENGINEERING
ONE CIVIC SQUARE
CARMEL, IN 46032
JOHN THOMAS / ALEX JORDAN
TEL: 317/571-2441
CITY OF CARMEL BLDG SERVICES
ONE CIVIC SQUARE
CARMEL, IN 46032
BILL HOHLT
TEL: 317/571-2444
CITY OF CARMEL FIRE DEPARTMENT
TWO CIVIC SQUARE
CARMEL, INDIANA 46032
CHRIS ELLISON
TEL: 317/571-2600
CARMEL CITY UTILITIES
30 W MAIN ST, SUITE 220
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
HAMILTON COUNTY HIGHWAY DEPT
1700 SOUTH 10TH STREET
NOBLESVILLE, INDIANA 46060
TEL: 317/773-7770
HAMILTON COUNTY HEALTH DEPARTMENT
18030 FOUNDATION DR. SUITE A
NOBLESVILLE, INDIANA 46060
JASON LEMASTER
TEL: 317/776-8500
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
10701 NORTH COLLEGE AVENUE, SUITE A
INDIANAPOLIS, IN 46280-1098
RYAN HARTMAN
TEL: 317/844-9200
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
CENTERPOINT ENERGY
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
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. 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. 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 #18057C0228G, DATED NOVEMBER 19, 2014.
13. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD
SURVEYS & PLAT FOR EXACT INFORMATION.
14. THIS SITE DOES NOT CONTAIN ANY WETLANDS AT SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR
FISH AND WILDLIFE SERVICE; CARMEL, INDIANA, NATIONAL WETLANDS INVENTORY MAP DATED MARCH
10, 2023.
GENERAL NOTES
CONSTRUCTION PLANS FOR
HARVEST MARKET
2140 E. 116TH STREET
INDIANAPOLIS, IN 46032
APPROXIMATELY 5 ACRES LOCATED ON 2140 E. 116TH STREET, INDIANAPOLIS, IN 46032 - PART OF
S/2 OF SECTION 31, TOWNSHIP 18 NORTH, RANGE 4 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, IN
LAND DESCRIPTION
BENCH INFORMATION
(NAVD 1988)
OPUS SOLUTION 01271250.20o OP1588672574588
ON POINT #200
ELEV.=823.912
20
CHISELED "□" SOUTH SIDE LIGHT POLE BASE LOCATED ±150' SW OF ENTRANCE TO
PETCO STORE.
ELEV.= 824.569
ASI TBM #21
CHISELED "□" ON NORTH SIDE LIGHT POLE BASE LOCATED AT SW SIDE OLD MARSH
PARKING LOT.
ELEV.= 824.559
ASI TBM #22
CHISELED "X" ON NORTH BOLT FIRE HYDRANT LOCATED ±50' NORTH OF NW CORNER OF
OLD MARSH BUILDING.
ELEV.= 823.900
BENCHMARK INFORMATION
PLANS PREPARED FOR
DBS GROUP
ONALASKA, WI
TELEPHONE: (608) 881-6007 x-106
CONTACT PERSON: MIKE CAMPBELL
EMAIL: MCAMPBELL@DBSG.COM C001 TITLE SHEET C001TITLE SHEETW22.0802AQ W22.080203/03/2023BS MK/AQ HARVEST MARKET 2140 E. 116TH STREET, INDIANAPOLIS, IN 46032 PLANS PREPARED BY
WEIHE ENGINEERS, INC.
10505 N. COLLEGE AVE.
INDIANAPOLIS, INDIANA 46280
TELEPHONE: (317) 846-6611
FAX: (317) 843-0546
CONTACT PERSON: ERIC CARTER, RLA
EMAIL: CARTERE@WEIHE.NET
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 DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN
ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
4. ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THE FRONTAGE OF THIS
DEVELOPMENT ARE INDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANY
DRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUEST BY THE CITY TO ACCOMMODATE THE
PAVEMENT WIDENING, AUXILIARY LANES, MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO THE
PROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES WILL
BE BORNE BY THE DEVELOPER.
5. 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.
6. CONTRACTOR SHALL PROTECT THE EXISTING CITY DUAL DUCT BANK IN THE RIGHT -OF-WAY. IN THE EVENT OF
CONFLICT WITH THE PROPOSED IMPROVEMENTS, RELOCATION OF THE DUAL DUCT BANK AND ALL
ASSOCIATED/APPURTENANT/ANCILLARY ITEMS SHALL BE THE SOLE RESPONSIBILILTY OF THE DEVELOPER SUBJECT TO
REVIEW AND APPROVAL BY THE CITY.
7. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY.
10 9 a b c d 8 7 6 e f g h10 9 8 7 6
5 4 3 2 Part of the S/2 of Section 31, Township 18 North, Range 4 East, Clay Township, Hamilton County, Indiana 1 PREPARED FOR: PROJECT NO.
SHEET NO.a b c d 5 4 3 2 e 1
f hISSUED FOR PERMIT 05.16.2023 SMB 1 REVISIONS PER TAC REVIEW 05.23.2023 SMB 2 REVISED TO ADD ADA RAMP ON WEST SIDE OF AAA WAY 06.06.2023 SMB3 REVISIONS PER CITY COMMENTS 06.28.2023 SB / SR4 g ALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netB uild w ith confidence. S M E N GI N E E RS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHE Land Surveying | Civil EngineeringLandscape ArchitecturePROJECT NO.:REVISIONS AND ISSUES DATE BY DWG NAME: DESIGNED BY:DRAWN BY:CHECKED BY:DATE:Know what'sbelow.
before you dig.Call
R
Sheet Index
Sheet No.Sheet Title
C001 TITLE SHEET
C101 STORMWATER POLLUTION PREVENTION PLAN PHASE I
C104 STORMWATER POLLUTION PREVENTION PLAN DETAILS
C200 SITE PLAN
C201 SITE DETAILS
C202 SITE DETAILS
C300 GRADING PLAN
C800 UTILITY PLAN
L100 LANDSCAPE PLAN
L101 LANDSCAPE DETAILS
07/25/23
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D D DD DD D DD DD4
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SITE PREPARATION / SWPPP PHASE 1
NOTES
INSTALL CONCRETE WASHOUT. REFER TO DETAIL ON SHEET C104.
INSTALL SILT DIKE OR COIR LOG ON PAVEMENT. REFER TO DETAILS
ON SHEET C104.
EXISTING TREES TO REMAIN.
LIMITS OF EXISTING BUILDING.
REMOVE EXISTING CONCRETE WALK(S) TO NEAREST JOINT (IF
APPLICABLE).
SAWCUT EXISTING PAVEMENT FULL DEPTH FOR REMOVAL.
REMOVE EXISTING PAVING.
SAWCUT EXISTING CURB FOR REMOVAL.
REMOVE EXISTING CURB.
REMOVE EXISTING TREE(S) AND VEGETATION.
REMOVE/RELOCATE EXISTING SIGN(S).
STAGING AREA. PROVIDE CONSTRUCTION DUMPSTER, FUELING
AREA, AND PORT-O-LET AS NEEDED.
RELOCATE FIRE HYDRANT. COORDINATE WITH SHEET C800 AND
SERVICE PROVIDER.
REMOVE ATM ISLAND.
REMOVE PAINT.
EXISTING ASPHALT PAVEMENT TO BE MILLED AND REPLACED.
COORDINATE WITH OWNER.
RELOCATE LIGHT POLE AND BASE
EXISTING AREAS
TOTAL SITE = 5.07 AC.
DISTURBED = 0.14 AC.
PERVIOUS = 0.17 AC.
IMPERVIOUS = 4.90 AC.
REMOVED ASPHALT PAVEMENT
REMOVED CONCRETE PAVEMENT
HATCH LEGEND
SWPPP PHASE 1 LEGEND
- INLET PROTECTION - USE SUBSURFACE
INLET PROTECTION WITH OVERFLOW
CAPABILITY (DANDY SAC)
- STAGING AREA
- INSTALL COIR LOGS (GRASS AREA) OR SILT
DIKES (PAVEMENT AREA) AS SHOWN.
CONTRACTOR TO ADD ADDITIONAL MEASURES
AS CONSTRUCTION PHASING AND SITE
CONDITIONS DICTATE
- CONCRETE WASHOUT
- LIMITS OF DISTURBANCE
SD
IP
1
2
3
4
5
6
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8
9
10
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D
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
LEGEND C101 SWPPP I C101STORMWATER POLLUTION PREVENTION PLAN PHASE IW22.0802AQ W22.080203/03/2023BS MK/AQ HARVEST MARKET 2140 E. 116TH STREET, INDIANAPOLIS, IN 46032 10 9 a b c d 8 7 6 e f g h10 9 8 7 6
5 4 3 2 Part of the S/2 of Section 31, Township 18 North, Range 4 East, Clay Township, Hamilton County, Indiana 1 PREPARED FOR: PROJECT NO.
SHEET NO.a b c d 5 4 3 2
e 1
f hISSUED FOR PERMIT 05.16.2023 SMB 1 REVISIONS PER TAC REVIEW 05.23.2023 SMB 2 REVISED TO ADD ADA RAMP ON WEST SIDE OF AAA WAY 06.06.2023 SMB3 REVISIONS PER CITY COMMENTS 06.28.2023 SB / SR4 g ALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netB uild w ith confidence. S M E N G I N E E RS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHE Land Surveying | Civil EngineeringLandscape ArchitecturePROJECT NO.:REVISIONS AND ISSUES DATE BY DWG NAME: DESIGNED BY:DRAWN BY:CHECKED BY:DATE:W
S
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Know what'sbelow.
before you dig.Call
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UNDERGROUND GAS
UNDERGROUND WATER
UNDERGROUND ELECTRIC
G G G
W W
E E E
UNDERGROUND FIBER OPTICFO FO
LINE TYPES
15
16
17
07/25/23
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"
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 APPROACH PAD FOR
CONCRETE WASHOUT SYSTEMS.
10. USE A 10 MIL. POLYETHYLENE LINED DUMPSTER AS AN ALTERNATE.
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 WASHOUT
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 LINED (10 MIL. POLYETHYLENE) DUMPSTER FOR CONCRETE WASHOUT.
NOTE: DUMPSTER IS TO BE USED FOR CONCRETE WASHOUT ONLY. NO CONSTRUCTION WASTE
OR DEBRIS SHALL BE ALLOWED TO PREVENT TEARING OF THE LINER.
TEMPORARY SEED
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 TEMPORARY SEEDING, 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 SPECIES 1 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.
MAINTENANCE
1) AFTER EACH STORM EVENT AND AT WEEKLY INTERVALS, INSPECT THE SILT DIKES AND LEVEL OF SEDIMENT PRESENT
UPSTREAM OF THE DIKE.
2) IF THE SEDIMENT IS 1/2 THE HEIGHT OF THE DIKE, REMOVE SEDIMENT AND DISPOSE OF IN AN APPROVED LOCATION.
4) INSPECT DIKE TO ENSURE STORMWATER FLOW IS NOT FLOWING AROUND OR UNDER THE DIKE.
5) REPLACE SATURATED OR REPAIR TORN OR DAMAGED DIKES AS REQUIRED.
INSTALLATION
1) INSTALL SILT DIKE PER THE PLAN LOCATIONS.
2) INSTALL DIKE ON PAVEMENT SURFACE PER MANUFACTURERS RECOMMENDATIONS AND INSURE GOOD CONTACT WITH THE
ASPHALT SURFACE WITH NO VOIDS UNDER FABRIC.
REPLACEABLE SEDIMENT BAGS
WITH GEOTEXTILE FILTER FABRIC
LIFT HANDLES
STAINLESS
STEEL
CLAMPING
BAND
REAR CURB GUARD FLAP
WITH 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
STANDARD 2"
OVERFLOW
AREA
11 GAUGE STEEL SUSPENSION SYSTEM
C104 SWPPP DETAILS C104STORMWATER POLLUTION PREVENTION PLAN DETAILSW22.0802AQ W22.0802 03/03/2023BS MK/AQ HARVEST MARKET 2140 E. 116TH STREET, INDIANAPOLIS, IN 46032 10 9 a b c d 8 7 6 e f g h10 9 8 7 6
5 4 3 2 Part of the S/2 of Section 31, Township 18 North, Range 4 East, Clay Township, Hamilton County, Indiana 1 PREPARED FOR: PROJECT NO.
SHEET NO.a b c d 5 4 3 2 e 1
f hISSUED FOR PERMIT 05.16.2023 SMB 1 REVISIONS PER TAC REVIEW 05.23.2023 SMB 2 REVISED TO ADD ADA RAMP ON WEST SIDE OF AAA WAY 06.06.2023 SMB3 REVISIONS PER CITY COMMENTS 06.28.2023 SB / SR4 g ALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netB uild w ith confidence. S M E NG I NE E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHE Land Surveying | Civil EngineeringLandscape ArchitecturePROJECT NO.:REVISIONS AND ISSUES DATE BY DWG NAME: DESIGNED BY:DRAWN BY:CHECKED BY:DATE:COIR LOG (FIBER ROLL)
2"x2"x36" HARDWOOD
STAKES (TYP.) @ 5.0' O.C. 12"
MIN. DEEP FROM GRADE
EXISTING
GRADE
12" FILTREXX SILTSOXX
OR AMERICAN
EXCELSIOR CURLEX
PER MANUFACTURER'S
SPECIFICATIONS OR
APPROVED EQUAL
07/25/23
26 26 20
5
18 25
7
27 27 25 18
7
21 24
3
25
22
P1
P2 P2
B1
B5
B1
B2
H1
H1
H1
H2
H3
H3
H3
H4 H4
H1
H1
H1
H1
H5
H5
H9
H7
S1
S1
S2
S3
S3
S4
S4
S4
S4
S4
B1
B1
B1
B1
B1
H5
P1
P1
P1
P1 P1
P1
P1
P1
P1
P1
S4
H6
H7
H9H9
H8H7 H7
B3
H7
P2
P2
S4
S1
S1
S1
B4
B4
B4
B4
B4
B4
B4
B4
B4
B4
B4
S2
S2
S5
S5
H6
H6 H1
H1
B1
H7
S1
S6
SITE DATA
SITE AREA = 5.07 AC
BUILDING AREA = 75,207 SF
PERCENT IMPERVIOUS = 96.2%
ZONING = C-2
FRONT YARD BSL REQUIRED = N/A
FRONT YARD BUFFER = N/A
REAR YARD BSL REQUIRED = N/A
REAR YARD BUFFER = N/A
SIDE YARD BSL REQUIRED = N/A
SIDE YARD BUFFER = N/A
PARKING REQUIRED:
PARKING REQUIREMENT: N/A
PARKING REQUIRED = N/A
PARKING DIMENSIONS = 9' x 18' (MIN.)
BIKE PARKING REQUIRED = 38 SPACES
PARKING PROVIDED:
293 - STANDARD SPACES
15 - ADA SPACES
308 - TOTAL SPACES
SITE PLAN NOTES
PAVEMENT
STANDARD DUTY ASPHALT MILL AND REPLACE
MATCH EXISTING PAVEMENT
HARDSCAPE
6" STRAIGHT CURB
6" CURB AND GUTTER
INTEGRAL WALK AND CURB
MATCH EXISTING CURB
CONCRETE SIDEWALK
ACCESSIBLE RAMP WITH DETECTABLE WARNING SURFACE (ADA TILE
SOLUTIONS, BRICK RED, OR APPROVED EQUAL)
SIDEWALK FLUSH WITH PAVEMENT
6" STANDARD DUTY CONCRETE SPEED TABLE. REFER TO DETAIL ON
SHEET C201
ACCESSIBLE RAMP
ACCESSORIES
EXISTING LIGHT POLE LOCATION WITH NEW BASE, POLE, AND
FIXTURE
BIKE RACK
PATIO AREA
CART CORRAL
PROPOSED LIGHT POLE LOCATION WITH NEW BASE, POLE, AND
FIXTURE
SIGNAGE & MARKINGS
ACCESSIBLE PARKING SPACE
STOP SIGN
PEDESTRIAN CROSSWALK
4" PAINTED WHITE SOLID LINES (TYP)
24" PAINTED WHITE STOP BAR
POLE MOUNTED ACCESSIBLE SIGN
CONCRETE PAVEMENT
STANDARD DUTY ASPHALT
PAVEMENT
SITE PLAN LEGEND C200 SITE PLAN C200SITE PLANW22.0802AQ W22.080203/03/2023BS MK/AQ HARVEST MARKET 2140 E. 116TH STREET, INDIANAPOLIS, IN 46032 P1
P2
H1
H2
H3
H4
H5
H6
H7
B1
B2
S1
S2
S3
S4
10 9 a b c d 8 7 6 e f g h10 9 8 7 6
5 4 3 2 Part of the S/2 of Section 31, Township 18 North, Range 4 East, Clay Township, Hamilton County, Indiana 1 PREPARED FOR: PROJECT NO.
SHEET NO.a b c d 5 4 3 2 e 1
f hISSUED FOR PERMIT 05.16.2023 SMB 1 REVISIONS PER TAC REVIEW 05.23.2023 SMB 2 REVISED TO ADD ADA RAMP ON WEST SIDE OF AAA WAY 06.06.2023 SMB3 REVISIONS PER CITY COMMENTS 06.28.2023 SB / SR4 g ALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netB uild w ith confidence. S M E N GI N E E RS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHE Land Surveying | Civil EngineeringLandscape ArchitecturePROJECT NO.:REVISIONS AND ISSUES DATE BY DWG NAME: DESIGNED BY:DRAWN BY:CHECKED BY:DATE:W
S
N
E
Know what'sbelow.
before you dig.Call
R
H8
B3
EXISTING CONCRETE PAVEMENT
B4
S5
B5
H9
NOTE
PARKING LOT TO BE MILLED AND REPLACED TO
EXISTING GRADES. COORDINATE WITH SHEET C300.
NOTE
PROPOSED ASPHALT SHALL BE RESTRIPED PER
EXISTING STRIPING AND NOTES ON THIS SHEET.
S6
07/25/23
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
ACCESSIBLE 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 LBS./FT. GALVANIZED CHANNEL
SIGN POST PER INDOT STANDARD
SPECIFICATION SEC. 910.14.
ACCESSIBLE SIGNS
ACCESSIBLE PARKING
SYMBOL DETAIL
NOTE: PAVING SECTIONS PROVIDED WITHOUT
BENEFIT OF A GEOTECHNICAL REPORT. IT IS
RECOMMENDED THAT A GEOTECHNICAL REPORT BE
FURNISHED WITH PAVEMENT SECTION
RECOMMENDATIONS. ADJUST ABOVE SECTIONS AS
REQUIRED TO MATCH GEOTECHNICAL
RECOMMENDATIONS.
NOTE:
SIGN IS TO BE MOUNTED ON GALVANIZED STEEL U-POST AND
MEET INDOT AND INDIANA MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES FOR STREETS AND HIGHWAYS.
STANDARD DUTY CONCRETE PAVING SECTION
STANDARD DUTY ASPHALT PAVING SECTION
INTEGRAL WALK AND CURB DETAIL
CURB JOINT DETAIL
TOP OF CURB
(NO SCALE)
NOTE: MAXIMUM TRANSVERSE CONTRACTION JOINT DISTANCE 10 FEET
FOR TANGENT SECTIONS AND 5 FEET FOR RADIUS SECTIONS.
PAVEMENT
TRANSVERSE EXPANSION JOINTS
TRANSVERSE CONTRACTION JOINTS
BOTTOM
OF CURB
(NO SCALE)
5"-#53 AGGREGATE (INDOT)
6" CONC. (4000 PSI)
W/FIBER ADDITIVE
(NO SCALE)
6"-#53 AGGREGATE (INDOT)
2.5"-HMA 19.0MM BASE
1.5"- HMA 9.5MM SURFACE
(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
12" X 6"
12" X 9"
10" DIA.
1"
18"R
7"
NOTE:
ALL STRIPES TO BE PAINTED WHITE.
MINIMUM = 3"
SPECIAL = 4"
(NO SCALE)
RESERVED
PARKING
1" RAD.
ALL CORNERS
2.0% MAX. SLOPE
CLASS "A" CONCRETE
SCORE
PAVEMENT
1/8"RAD.
EXISTING
GROUND
EARTH
BACKFILL
4"
TOPSOILPAVEMENT
(NO SCALE)
STOP SIGN (24" x 24")
(NO SCALE)
CURB DETAIL
(NO SCALE)
(NO SCALE)
VARIES (SEE PLANS)
1" RAD.
R7-8 R7-8P
50' MAXIMUM
5°
20°MINIMUM = 28"SPECIAL = 41"MINIMUM = 24"
SPECIAL = 36"NOTE:
BLUE BACKGROUND AND
WHITE BORDER ARE OPTIONAL
VAN
ACCESSIBLE
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.
RESERVED
PARKING
VAN
ACCESSIBLE(R7-8P)
(R7-8)
PEDESTRIAN CROSSWALK
(NO SCALE)
NOTES:
· CONTRACTOR SHALL PROPERLY RE-ALIGN STOP BARS AND OTHER PAVEMENT
MARKERS AS NECESSARY TO INSTALL CROSSWALK.
· CROSSWALK STRIPES SHALL BE APPLIED IN ACCORDANCE WITH MUNICIPAL
STANDARDS.
· STRIPES ARE THERMOPLASTIC WHITE WITHIN R.O.W.; OTHERWISE PAINTED
WHITE.
· CONTRACTOR SHALL APPLY LONG LIFE MARKING MATERIALS ONLY.SPC.9' MIN. VAN
(5' MIN. CAR) 9'9'
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)
24"
A-A
B-B
Section B-B Section A-A
Diagram 1: Bicycle Rack Type
Mounting Surface
Diagram 2: Bicycle Parking Location and Design
BICYCLE PARKING DETAIL
(NO SCALE)
PREPARED SUBGRADE
COMPACTED PER INDOT
STANDARD SPECIFICATIONS
PREPARED SUBGRADE COMPACTED PER INDOT
STANDARD SPECIFICATIONS. MAY REQUIRE
TREATMENT BEFORE PAVING.
PREPARED SUBGRADE COMPACTED PER INDOT
STANDARD SPECIFICATIONS. MAY REQUIRE
TREATMENT BEFORE PAVING.
MIN. 4" COMPACTED
#53 STONE BASE
CURB CURB
A
A
PLAN VIEW
SECTION A-A
PROPOSED PAVEMENT
SPEED TABLE C201 SITE DETAILS C201SITE DETAILS W22.0802AQ W22.080203/03/2023BS MK/AQ HARVEST MARKET 2140 E. 116TH STREET, INDIANAPOLIS, IN 46032 COMBINED CONCRETE CURB & GUTTER
TYPE II
(NO SCALE)
BACKFILL
1"R
2"R
3" TOPSOIL
MIN. 4" COMPACTED
#53 STONE BASE
PREPARED SUBGRADE
COMPACTED PER INDOT
STANDARD SPECIFICATIONS
10 9 a b c d 8 7 6 e f g h10 9 8 7 6
5 4 3 2 Part of the S/2 of Section 31, Township 18 North, Range 4 East, Clay Township, Hamilton County, Indiana 1 PREPARED FOR: PROJECT NO.
SHEET NO.a b c d 5 4 3 2 e 1
f hISSUED FOR PERMIT 05.16.2023 SMB 1 REVISIONS PER TAC REVIEW 05.23.2023 SMB 2 REVISED TO ADD ADA RAMP ON WEST SIDE OF AAA WAY 06.06.2023 SMB3 REVISIONS PER CITY COMMENTS 06.28.2023 SB / SR4 g ALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netB uild w ith confidence. S M E N G I N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHE Land Surveying | Civil EngineeringLandscape ArchitecturePROJECT NO.:REVISIONS AND ISSUES DATE BY DWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY: DATE:NOTE: PAVING SECTIONS PROVIDED WITHOUT
BENEFIT OF A GEOTECHNICAL REPORT. IT IS
RECOMMENDED THAT A GEOTECHNICAL REPORT BE
FURNISHED WITH PAVEMENT SECTION
RECOMMENDATIONS. ADJUST ABOVE SECTIONS AS
REQUIRED TO MATCH GEOTECHNICAL
RECOMMENDATIONS.SIDEWALKLANDSCAPE ISLAND07/25/23
C201 SITE DETAILS C202SITE DETAILSW22.0802AQ W22.080203/03/2023BS MK/AQ HARVEST MARKET 2140 E. 116TH STREET, INDIANAPOLIS, IN 46032 10 9 a b c d 8 7 6 e f g h10 9 8 7 6
5 4 3 2 Part of the S/2 of Section 31, Township 18 North, Range 4 East, Clay Township, Hamilton County, Indiana 1 PREPARED FOR: PROJECT NO.
SHEET NO.a b c d 5 4 3 2 e 1
f hISSUED FOR PERMIT 05.16.2023 SMB 1 REVISIONS PER TAC REVIEW 05.23.2023 SMB 2 REVISED TO ADD ADA RAMP ON WEST SIDE OF AAA WAY 06.06.2023 SMB3 REVISIONS PER CITY COMMENTS 06.28.2023 SB / SR4 g ALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netB uild w ith confidence. S M E N GI N E E RS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHE Land Surveying | Civil EngineeringLandscape ArchitecturePROJECT NO.:REVISIONS AND ISSUES DATE BY DWG NAME: DESIGNED BY:DRAWN BY:CHECKED BY:DATE:07/25/23
W W
GENERAL NOTES
1. 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 #18057C0228G, DATED NOVEMBER
19, 2014.
BENCHMARK DATA
BENCH INFORMATION
(NAVD 1988)
OPUS SOLUTION 01271250.20o OP1588672574588
ON POINT #200
ELEV.=823.912
20
CHISELED "□" SOUTH SIDE LIGHT POLE BASE
LOCATED ±150' SW OF ENTRANCE TO PETCO
STORE.
ELEV.= 824.569
ASI TBM #21
CHISELED "□" ON NORTH SIDE LIGHT POLE BASE
LOCATED AT SW SIDE OLD MARSH PARKING
LOT.
ELEV.= 824.559
ASI TBM #22
CHISELED "X" ON NORTH BOLT FIRE HYDRANT
LOCATED ±50' NORTH OF NW CORNER OF OLD
MARSH BUILDING.
ELEV.= 823.900
EXISTING AREAS
PERVIOUS = 0.17 AC.
IMPERVIOUS = 4.90 AC.
PROPOSED AREAS
PERVIOUS = 0.19 AC.
IMPERVIOUS = 4.88 AC.
CONCRETE PAVEMENT
ASPHALT MILL AND REPLACE
PAVEMENT
GRADING PLAN LEGEND
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.C300 GRADING PLAN
C300GRADING PLANW22.0802AQ 03/03/2023BS MK/AQ HARVEST MARKET 2140 E. 116TH STREET, INDIANAPOLIS, IN 46032 W22.080210 9 a b c d 8 7 6 e f g h10 9 8 7 6
5 4 3 2 Part of the S/2 of Section 31, Township 18 North, Range 4 East, Clay Township, Hamilton County, Indiana 1 PREPARED FOR: PROJECT NO.
SHEET NO.a b c d 5 4 3 2 e 1
f hISSUED FOR PERMIT 05.16.2023 SMB 1 REVISIONS PER TAC REVIEW 05.23.2023 SMB 2 REVISED TO ADD ADA RAMP ON WEST SIDE OF AAA WAY 06.06.2023 SMB3 REVISIONS PER CITY COMMENTS 06.28.2023 SB / SR4 g ALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netB uild w ith confidence. S M E N GI N E E RS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHE Land Surveying | Civil EngineeringLandscape ArchitecturePROJECT NO.:REVISIONS AND ISSUES DATE BY DWG NAME: DESIGNED BY:DRAWN BY:CHECKED BY:DATE:W
S
N
E
Know what'sbelow.
before you dig.Call
R
EXISTING CONCRETE PAVEMENT
NOTE:
07/25/23
W W
26 26 20
5
18 25
7
27 27 25 18
7
21 24
3
25
22
4" GW6" SS4" GW4" GW
W1
S1
WATER MAIN NOT LOCATED.
CONTRACTOR TO LOCATE PRIOR
TO RELOCATING HYDRANT AND LIGHT POLE
UTILITY PLAN NOTES
SANITARY SEWER NOTES:
GREASE TRAP - SEE PLANS AND DETAILS BY OTHERS
WATER SERVICE NOTES:
PROPOSED FIRE HYDRANT LOCATION PER CURRENT CARMEL
STANDARDS
C800 UTILITY PLAN
C800UTILITY PLANW22.0802AQ W22.0802 03/03/2023BS MK/AQ HARVEST MARKET 2140 E. 116TH STREET, INDIANAPOLIS, IN 46032 S1
10 9 a b c d 8 7 6 e f g h10 9 8 7 6
5 4 3 2 Part of the S/2 of Section 31, Township 18 North, Range 4 East, Clay Township, Hamilton County, Indiana 1 PREPARED FOR: PROJECT NO.
SHEET NO.a b c d 5 4 3 2 e 1
f hISSUED FOR PERMIT 05.16.2023 SMB 1 REVISIONS PER TAC REVIEW 05.23.2023 SMB 2 REVISED TO ADD ADA RAMP ON WEST SIDE OF AAA WAY 06.06.2023 SMB3 REVISIONS PER CITY COMMENTS 06.28.2023 SB / SR4 g ALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netB uild w ith confidence. S M E N GI N E E RS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHE Land Surveying | Civil EngineeringLandscape ArchitecturePROJECT NO.:REVISIONS AND ISSUES DATE BY DWG NAME: DESIGNED BY:DRAWN BY:CHECKED BY:DATE:W
S
N
E
Know what'sbelow.
before you dig.Call
R
CONCRETE PAVEMENT
STANDARD DUTY ASPHALT
PAVEMENT
SITE PLAN LEGEND
EXISTING CONCRETE PAVEMENT
UNDERGROUND GAS
UNDERGROUND WATER
UNDERGROUND ELECTRIC
G G G
W W
E E E
UNDERGROUND FIBER OPTICFO FO
LINE TYPES
W1
07/25/23