HomeMy WebLinkAbout2023-06-07 Carmel Harvest Market146th 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 SHEETC001TITLE SHEETW22.0802AQW22.080203/03/2023BSMK/AQHARVEST MARKET2140 E. 116TH STREET, INDIANAPOLIS, IN 46032PLANS 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 9abcd 8 7 6efgh109876
5 4 3 2 Part of the S/2 of Section 31, Township 18 North, Range 4 East, Clay Township, Hamilton County, Indiana1 PREPARED FOR:PROJECT NO.
SHEET NO.abcd5 4 3 2
e1
fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONISSUED FOR PERMIT05.16.2023SMB1REVISIONS PER TAC REVIEW05.23.2023SMB2REVISED TO ADD ADA RAMP ON WEST SIDE OF AAA WAY06.06.2023SMB3gALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitecturePROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:Know what's below.
before you dig.Call
R
STEVEN SCOTT RUCKER P.E. 11300279
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
C300 GRADING PLAN
C800 UTILITY PLAN
L100 LANDSCAPE PLAN
L101 LANDSCAPE DETAILS
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SITE PREPARATION / SWPPP PHASE 1
NOTES
INSTALL CONCRETE WASHOUT. REFER TO DETAIL ON SHEET C104.
INSTALL SILT DIKE. REFER TO DETAIL 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.
REMOVE ATM ISLAND.
REMOVE PAINT.
REMOVE ASPHALT, BASE TO REMAIN. 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
7
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11
12
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 IC101STORMWATER POLLUTION PREVENTION PLAN PHASE IW22.0802AQW22.080203/03/2023BSMK/AQHARVEST MARKET2140 E. 116TH STREET, INDIANAPOLIS, IN 4603210 9abcd 8 7 6efgh109876
5 4 3 2 Part of the S/2 of Section 31, Township 18 North, Range 4 East, Clay Township, Hamilton County, Indiana1 PREPARED FOR:PROJECT NO.
SHEET NO.abcd5 4 3 2
e1
fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONISSUED FOR PERMIT05.16.2023SMB1REVISIONS PER TAC REVIEW05.23.2023SMB2REVISED TO ADD ADA RAMP ON WEST SIDE OF AAA WAY06.06.2023SMB3gALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitecturePROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:W
S
N
E
Know what's below.
before you dig.Call
R
STEVEN SCOTT RUCKER P.E. 11300279
13
14
UNDERGROUND GAS
UNDERGROUND WATER
UNDERGROUND ELECTRIC
G G G
W W
E E E
UNDERGROUND FIBER OPTICFOFO
LINE TYPES
15
16
17
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
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 SPECIES1 RATE PER ACRE PLANTING DEPTH OPTIMUM DATES2
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.
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 DETAILSC104STORMWATER POLLUTION PREVENTION PLAN DETAILSW22.0802AQW22.080203/03/2023BSMK/AQHARVEST MARKET2140 E. 116TH STREET, INDIANAPOLIS, IN 4603210 9abcd 8 7 6efgh109876
5 4 3 2 Part of the S/2 of Section 31, Township 18 North, Range 4 East, Clay Township, Hamilton County, Indiana1 PREPARED FOR:PROJECT NO.
SHEET NO.abcd5 4 3 2
e1
fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONISSUED FOR PERMIT05.16.2023SMB1REVISIONS PER TAC REVIEW05.23.2023SMB2REVISED TO ADD ADA RAMP ON WEST SIDE OF AAA WAY06.06.2023SMB3gALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitecturePROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:STEVEN SCOTT RUCKER P.E. 11300279
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H6
H7
H6H6
H8
H7 H7
B3
H7
P2
P2
S4
S1
S1
S1
B4
B4
B4
B4
B4
B4
B4
B4
B4
B4
B4
S2
S2
S5
S5
H5
H6
H1
H1
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 PAVING
MATCH EXISTING PAVEMENT
HARDSCAPE
6" STRAIGHT CURB
6" CURB AND GUTTER
INTEGRAL WALK AND CURB
MATCH EXISTING CURB
CONCRETE SIDEWALK
ACCESSIBLE RAMP
SIDEWALK FLUSH WITH PAVEMENT
RAISED MEDIAN
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
CONCRETE PAVEMENT
STANDARD DUTY ASPHALT
PAVEMENT
SITE PLAN LEGEND C200 SITE PLANC200SITE PLANW22.0802AQW22.080203/03/2023BSMK/AQHARVEST MARKET2140 E. 116TH STREET, INDIANAPOLIS, IN 46032P1
P2
H1
H2
H3
H4
H5
H6
H7
B1
B2
S1
S2
S3
S4
10 9abcd 8 7 6efgh109876
5 4 3 2 Part of the S/2 of Section 31, Township 18 North, Range 4 East, Clay Township, Hamilton County, Indiana1 PREPARED FOR:PROJECT NO.
SHEET NO.abcd5 4 3 2
e1
fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONISSUED FOR PERMIT05.16.2023SMB1REVISIONS PER TAC REVIEW05.23.2023SMB2REVISED TO ADD ADA RAMP ON WEST SIDE OF AAA WAY06.06.2023SMB3gALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitecturePROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:W
S
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STEVEN SCOTT RUCKER P.E. 11300279
H8
B3
EXISTING CONCRETE PAVEMENT
B4
S5
B5
NOTE:
12"X18" 18 GAUGE HOT DIP GALVANIZED NON-REFLECTIVE SIGN .
NOTE:
LANE CONTROL ARROWS SHALL BE WHITE AND SHALL BE PLACED IN
ACCORDANCE WITH IMUTCD. THE ARROW SHOULD BE 20 FEET IN
ADVANCE OF THE STOPLINE. THE WORD "ONLY" SHOULD BE LOCATED IN
ADVANCE OF THE PAVEMENT ARROW.
TRAFFIC MARKING DETAILS
(NO SCALE)
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:
TYPICAL SIZES FOR NORMAL INSTALLATION; SIZES MAY
BE REDUCED APPROXIMATELY ONE-THIRD FOR
LOW-SPEED URBAN CONDITIONS.
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"
TOPSOIL
PAVEMENT
(NO SCALE)
STOP SIGN (24" x 24")
(NO SCALE)
TYPICAL
SIDEWALK SECTION
4" CLASS "A"
CONCRETE
1/2" PREFORMED JOINT FILLER
TRANSVERSE JOINT
TRANSVERSE JOINT
1/2" PREFORMED JOINT FILLER
(NO SCALE)
CURB DETAIL
(NO SCALE)
(NO SCALE)
PIPE BOLLARD DETAIL
(NO SCALE)
VARIES (SEE PLANS)
1" RAD.
R7-8 R7-8P
50' MAXIMUM
5°
20°
14" DIA. CONCRETE FOOTING
SEALANT
SLOPE TO DRAIN
PAVING
6"DIA. SCHEDULE
40 STEEL ROUND
PIPE
FILL PIPE FULL W/ CONCRETE
ROUND TOP TO DRAIN
4" TYP.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)
(NO SCALE)
CURB TAPER DETAIL
END OF CURB
PAVEMENT
6" STANDING CURB
SECTION VIEW
PLAN VIEW
3'-0"6" STANDING
CURB TAPER
PAVEMENT
END OF CURB
1"
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)19'(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
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
MIN. 4" COMPACTED
#53 STONE BASE
6'-0" (MAX.) BETWEENTRANSVERSE JOINTS48.0' (MAX.) BETWEEN EXPANSION JOINTSCURB CURB
A
A
BB
PLAN VIEW
SECTION A-A
SECTION B-B
EXISTING ROADWAY
PARABOLIC
CURB
SPEED TABLE
PARABOLIC
APPLY TACK COAT
APPLY TACK COAT
SAWCUT AND 2" MILL
SAWCUT AND 2" MILL
NOTES:
·EXISTING ROAD SURFACE WILL NEED TO BE MILLED AT THE HUMP
EDGES TO PREVENT SPALLING.
·UTILIZE HMA #11 SURFACE FOR SPEED HUMPS (2 LIFTS).
·A TEMPLATE IS RECOMMENDED TO ENSURE THE DIMENSIONS OF THE
HUMP ARE WITHIN REASONABLE TOLERANCES, NORMALLY WITHIN 1/4
INCH.
·STRIPING SHALL BE APPLIED IN ACCORDANCE WITH MUNICIPAL
STANDARDS.
·CONTRACTOR SHALL APPLY LONG LIFE MARKING MATERIALS ONLY.
·INSTALL "SPEED HUMP AHEAD" SIGN (W17-1) AND PEDESTRIAN
CROSSWALK WARNING SIGN (W11-2) PER LATEST MUTCD AND SITE PLAN.
THERMOPLASTIC
WHITE MARKINGS
EXISTING ROADWAY C201 SITE DETAILSC201SITE DETAILSW22.0802AQW22.080203/03/2023BSMK/AQHARVEST MARKET2140 E. 116TH STREET, INDIANAPOLIS, IN 46032COMBINED 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 9abcd 8 7 6efgh109876
5 4 3 2 Part of the S/2 of Section 31, Township 18 North, Range 4 East, Clay Township, Hamilton County, Indiana1 PREPARED FOR:PROJECT NO.
SHEET NO.abcd5 4 3 2
e1
fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONISSUED FOR PERMIT05.16.2023SMB1REVISIONS PER TAC REVIEW05.23.2023SMB2REVISED TO ADD ADA RAMP ON WEST SIDE OF AAA WAY06.06.2023SMB3gALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitecturePROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:STEVEN SCOTT RUCKER P.E. 11300279
CURB
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 ISLAND
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
STANDARD DUTY ASPHALT
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 PLANC300GRADING PLANW22.0802AQ 03/03/2023BSMK/AQHARVEST MARKET2140 E. 116TH STREET, INDIANAPOLIS, IN 46032W22.080210 9abcd 8 7 6efgh109876
5 4 3 2 Part of the S/2 of Section 31, Township 18 North, Range 4 East, Clay Township, Hamilton County, Indiana1 PREPARED FOR:PROJECT NO.
SHEET NO.abcd5 4 3 2
e1
fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONISSUED FOR PERMIT05.16.2023SMB1REVISIONS PER TAC REVIEW05.23.2023SMB2REVISED TO ADD ADA RAMP ON WEST SIDE OF AAA WAY06.06.2023SMB3gALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitecturePROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:W
S
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STEVEN SCOTT RUCKER P.E. 11300279
EXISTING CONCRETE PAVEMENT
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 PLANC800UTILITY PLANW22.0802AQW22.080203/03/2023BSMK/AQHARVEST MARKET2140 E. 116TH STREET, INDIANAPOLIS, IN 46032S1
10 9abcd 8 7 6efgh109876
5 4 3 2 Part of the S/2 of Section 31, Township 18 North, Range 4 East, Clay Township, Hamilton County, Indiana1 PREPARED FOR:PROJECT NO.
SHEET NO.abcd5 4 3 2
e1
fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONISSUED FOR PERMIT05.16.2023SMB1REVISIONS PER TAC REVIEW05.23.2023SMB2REVISED TO ADD ADA RAMP ON WEST SIDE OF AAA WAY06.06.2023SMB3gALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitecturePROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:W
S
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E
Know what's below.
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STEVEN SCOTT RUCKER P.E. 11300279
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 OPTICFOFO
LINE TYPES
W1
Xref ..\..\by others\architectural\Harvest Market-Carmel-IN_2-20-2023-Sheet - A-110 - DIMENSIONED 1ST FLOOR PLAN.dwg
WFOEEE GFOEE
E EFO
FO
FO
FO
FO
FO FO FO FO FOFOGGG
GG G G G
GG
LANDSCAPE LEGEND
MULCHED LANDSCAPE BEDS
SEED / SOD
LANDSCAPE PLAN NOTES
PLANT NAME
QUANTITY
PLANTING AREA
LANDSCAPE ORDINANCE REQUIREMENTS
REQUIREMENT:REQUIRED:PROVIDED:
FP
5.19 LS-01 COMMERCIAL LANDSCAPING STANDARDS / F / 3 /
FOUNDATION PLANTING:
- 5' LANDSCAPE WIDTH
- PLANTINGS SHALL COVER 75% OF PLANTING AREA
- 13 EVERGREEN TREES
- 34 DECIDUOUS SHRUBS
- 28 EVERGREEN SHRUBS
PL
5.19 LS-01 COMMERCIAL LANDSCAPING STANDARDS / F / 4 /
PARKING LOT PLANTING:
- 1 TREE, 5 SHRUBS PER 10 PARKING SPOTS
- 342 PARKING SPOTS
- 34.2 DECIDUOUS
TREES
- 171 SHRUBS
- 29 DECIDUOUS TREES
- 131 DECIDUOUS
SHRUBS
- 106 EVERGREEN
SHRUBS
- 9 EXISTING TREES
CANOPY DECIDUOUS TREES
GaG GINKGO BILOBA 'AUTUMN GOLD'AUTUMN GOLD GINKGO 2.5" cal.10 X 45'T x 30'W
GtS GLEDITSIA TRIACANTHOS INERMIS 'SKYLINE'SKYLINE HONEYLOCUST 2.5" cal.11 X 45'T x 35'W
UlH ULMUS x 'HOMESTEAD'HOMESTEAD HYBRID
ELM 2.5" cal.8 X 50'T x 40'W
PLANT SCHEDULE
PLAN
KEY BOTANICAL NAME COMMON NAME SIZE QTY.B&B CONT.MATURE
SIZE
L100 LANDSCAPEL100LANDSCAPE PLANW22.0802AQW22.080203/03/2023BSMK/AQHARVEST MARKET2140 E. 116TH STREET, INDIANAPOLIS, IN 4603210 9abcd 8 7 6efgh109876
5 4 3 2 Part of the S/2 of Section 31, Township 18 North, Range 4 East, Clay Township, Hamilton County, Indiana1 PREPARED FOR:PROJECT NO.
SHEET NO.abcd5 4 3 2
e1
fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONISSUED FOR PERMIT05.16.2023SMB1REVISIONS PER TAC REVIEW05.23.2023SMB2REVISED TO ADD ADA RAMP ON WEST SIDE OF AAA WAY06.06.2023SMB3gALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitecturePROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:W
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DECIDUOUS SHRUBS
CoS CORNUS SERICEA REDOSIER DOGWOOD #3 25 X 7'T x 10'W
RaG RHUS AROMATICA 'GROW-LOW'GRO-LOW FRAGRANT
SUMAC #5 18 X 2'T x 8'W
RiA RIBES ALPINUM ALPINE CURRANT #3 15 X 6'T x 6'W
SgM SPIRAEA X 'GOLD MOUND'GOLD MOUND SPIREA #3 36 X 3'T x 4'W
SmP SYRINGA MEYERI 'PALABIN'DWARF KOREAN LILAC #3 28 X 5'T x 7'W
SmK SYRINGA PATULA 'MISS KIM'MISS KIM DWARF LILAC #5 42 X 6'T x 6'W
EVERGREEN SHRUBS
BmW BUXUS MICROPHYLLA VAR. KOREANA
'WINTERGREEN'
WINTERGREEN KOREAN
BOXWOOD #3 7 X 3'T x 4'W
JhP JUNIPEROUS HORIZONTALIS 'PLUMOSA'CREEPING JUNIPER #3 79 X 1.5'T x 8'W
JpS JUNIPEROUS X PFITZERIANA 'SEA GREEN'SEA GREEN JUNIPER #5 32 X 5'T x 7'W
TmD TAXUS MEDIA 'DENSIFORMIS'DENSIFORM YEW #5 15 X 3'T x 4'W
EVERGREEN TREES
TeG THUJI OCCIDENTALIS 'EMERALD GREEN'EMERALD GREEN
ARBORVITAE 6' ht.13 X 15'T x 4'W
EXISTING TREE TO REMAIN
EXISTING TREE TO REMAIN
EXISTING TREE TO REMAIN
EXISTING TREE TO REMAIN
EXISTING TREE TO REMAIN
EXISTING TREE TO REMAIN
EXISTING TREE TO REMAIN
EXISTING TREE TO REMAIN
GENERAL NOTES
1.IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. IF IN QUESTION, CONTACT
THE LANDSCAPE ARCHITECT.
2.PROVIDE QUALITY, SIZE, GENUS, SPECIES, AND VARIETY FOR ALL PLANTS INDICATED, COMPLYING WITH APPLICABLE
REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK", LATEST EDITION.
3.SUBMIT A LIST OF NURSERY SOURCES FOR ALL SPECIFIED PLANT MATERIAL INDICATING THE SIZE, GENUS, SPECIES AND
VARIETY. INCLUDE THE QUANTITY OF PLANT MATERIAL TO BE PROCURED FROM EACH NURSERY.
4.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING UTILITIES PERTAINING TO THEIR PHASE OF
WORK. UTILITIES ARE SHOWN TO BE APPROXIMATE. CALL UTILITY LOCATE PRIOR TO ANY PLACEMENT OF PLANT MATERIAL
OR OTHER LANDSCAPE MATERIAL.
5.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS PORTION OF WORK.
6.ANY EXISTING TREE(S) AND/OR PLANTINGS THAT MAY REQUIRE REMOVAL BUT ARE NOT SHOWN ON THE PLAN AS BEING
REMOVED SHALL BE PROTECTED AND BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT TO DETERMINE IF
TREE(S) AND/OR PLANTINGS SHOULD BE 1)REMOVED, 2)SAVED AND INTEGRATED INTO THE LANDSCAPE DESIGN, OR 3)
RELOCATED.
7.CONTRACTOR TO REVIEW THE SWPPP SERIES PLANS FOR STABILIZATION (SEEDING/SOD/MULCH) REQUIREMENTS.
8.PLANTING BEDS AND PLANT MATERIAL SHALL BE LOCATED AS INDICATED ON LANDSCAPE PLAN. IN THE EVENT FIELD
CHANGES OR CONDITIONS REQUIRE MODIFICATION TO THE LANDSCAPE DESIGN, THE CONTRACTOR SHALL CONSULT
LANDSCAPE ARCHITECT AS TO PROPOSED MODIFICATIONS PRIOR TO PLANTING. THE LANDSCAPE ARCHITECT RESERVES THE
RIGHT TO ADJUST PLANT LOCATIONS ON SITE IF NECESSARY.
9.ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, LATEST EDITION, AS SET FORTH BY
AMERICAN ASSOCIATION OF NURSERYMEN.
10.PLANTS SHALL BEAR A TAG SHOWING GENUS, SPECIES AND VARIETY. REMOVE AT TIME OF FINAL ACCEPTANCE.
11.PLANTS SHALL BE CERTIFIED BY THE STATE OF INDIANA DEPARTMENT OF NATURAL RESOURCES AND FREE FROM DISEASE
OR HAZARDOUS INSECTS.
12.LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IN WRITING PRIOR TO BID DATE OF ANY PLANTS THAT HE
FEELS MAY NOT SURVIVE IN LOCATIONS NOTED.
13.NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED WITHOUT APPROVAL OF THE JURISDICTION HAVING AUTHORITY
AND THE LANDSCAPE ARCHITECT. IF PLANTS ARE SHOWN TO BE UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE
ARCHITECT PRIOR TO BID DATE IN WRITING. THE CONTRACTOR SHALL COMPENSATE THE LANDSCAPE ARCHITECT FOR THE
TIME REQUIRED FOR REVIEW AND INSPECTION OF PROPOSED PLANT SUBSTITUTIONS BID AWARD.
14.ALL PLANT MATERIAL SHALL BE SPECIMEN QUALITY. SUBMIT COLOR PHOTOGRAPHS OF PROPOSED PLANT MATERIAL TAKEN IN
THE NURSERY WHERE THEY ARE GROWING. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO INSPECT PLANT
MATERIALS AT NURSERY OR CONTRACTOR YARD PRIOR TO DELIVERY TO THE SITE. THE LANDSCAPE ARCHITECT MAY ALSO
INSPECT AND APPROVED OR REJECTED PLANT MATERIAL ON THE JOB SITE. IN THE EVENT PLANT MATERIAL IS NOT THE
SPECIFIED SIZE OR QUALITY, PLANTS WILL BE REMOVED AND REPLACED AT THE CONTRACTORS EXPENSE.
15.PLANTS AND OTHER LANDSCAPE MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL BE PROTECTED AND
NOT CONFLICT WITH CONSTRUCTION OPERATIONS.
16.COMPOST SHALL BE A WELL DECOMPOSED, STABLE, WEED FREE ORGANIC MATTER SOURCE. IT SHALL BE DERIVED FROM:
AGRICULTURAL, FOOD, OR INDUSTRIAL RESIDUALS; BIOSOLIDS (TREATED SEWAGE SLUDGE); YARD TRIMMINGS;
SOURCE-SEPARATED OR MIXED SOLID WASTE. THE PRODUCT SHALL CONTAIN NO SUBSTANCES TOXIC TO PLANTS AND SHALL
BE REASONABLY FREE (< 1% BY DRY WEIGHT) OF MAN-MADE FOREIGN MATTER. THE COMPOST WILL POSSESS NO
OBJECTIONABLE ODORS AND SHALL NOT RESEMBLE THE RAW MATERIAL FROM WHICH IT WAS DERIVED.
17.SHRUB AND PERENNIAL BEDS SHALL BE PREPARED BY PLACING 3” OF APPROVED COMPOST OVER PULVERIZED TOPSOIL AND
ROTOTILLING TO A DEPTH OF 6”.
18.PRE-EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING AND GROUND COVER BEDS PRIOR TO MULCHING AT RATES
SPECIFIED BY MANUFACTURER FOR EACH VARIETY OF PLANT. PRE-EMERGENT HERBICIDE SHALL BE APPROVED BY THE
LANDSCAPE ARCHITECT PRIOR TO APPLICATION.
19.ALL TREE AND SHRUB PLANTING AREAS TO BE COVERED WITH 3" THICK LAYER OF SHREDDED HARDWOOD BARK MULCH. ALL
GROUND COVER BEDS SHALL BE COVERED WITH 1" SHREDDED HARDWOOD BARK MULCH. BARK MULCH SHALL BE APPROVED
BY THE LANDSCAPE ARCHITECT AND SHALL BE UNIFORM IN TEXTURE AND COLOR AND SHALL BE FREE OF STICKS, LEAVES,
SOIL AND FOREIGN MATERIAL. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED.
20.CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS AND PLANT MATERIAL UNTIL ALL PUNCH LIST WORK HAS BEEN COMPLETED
AND WRITTEN FINAL ACCEPTANCE BY THE LANDSCAPE ARCHITECT OR OWNER. MAINTENANCE SHALL BEGIN IMMEDIATELY
AFTER EACH PLANT IS INSTALLED AND SHALL INCLUDE BUT NOT LIMITED TO, WATERING, WEEDING, PRUNING, DISEASE AND
INSECT CONTROL, MOWING, RESETTING OF PLANTS TO PROPER GRADES OR UPRIGHT POSITION, AND ANY OTHER
PROCEDURE CONSISTENT WITH GOOD HORTICULTURAL PRACTICES.
21.ALL NEW LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL ACCEPTANCE AS
DETERMINED BY LANDSCAPE ARCHITECT OR OWNER. AT THE END OF THIS PERIOD, PLANT MATERIAL DETERMINED TO BE
DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT OR OWNER SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE
CONTRACTOR.
3" LAYER OF SHREDDED
HARDWOOD MULCH
"V" DEFINES EDGE AND
HOLDS IN MULCH
PRE-EMERGENT
HERBICIDE
1" LAYER OF LAYER OF HARDWOOD MULCH
AROUND BASE OF PLANTINGS
3" LAYER OF HARDWOOD MULCH
BETWEEN PLANTS
PRE-EMERGENT
HERBICIDE
PREPARED
PLANTING BED
REMOVE
NON-BIODEGRADABLE
POTS
SEE PLANT SCHEDULE
F0R SPACING
SHRUB AND PERENNIAL BEDS SHALL BE PREPARED BY PLACING 3” OF
APPROVED COMPOST OVER PULVERIZED TOPSOIL AND ROTOTILLING
TO A DEPTH OF 6”.
SECTION PLAN
SUBGRADE
SUN & SHADE SEED MIXTURE
APPLICATION RATE: 3-4 lb./1,000 sq. ft.
TURF-TYPE PERENNIAL RYEGRASS 34%
FINE FESCUE 33%
SHAMROCK KBG 33%
***Sun & Shade Park Mix forms a durable turf for general use areas. Sun & Shade Park Mix will do well under a
wide range of maintenance levels and can be established in full sun to partially shaded conditions. Sun & Shade
Park Mix will provide turf with a fine texture, good mowing quality, and withstand moderate traffic. Sun & Shade Park
Mix will establish quickly for maximum competition against annual weeds.***
SOD NOTES
INSTALLATION
SOD SHOULD NOT BE INSTALLED DURING HOT WEATHER, ON DRY SOIL, FROZEN SOIL, COMPACTED CLAY,
LOOSE SAND OR GRAVELLY SUBSTRATE SOILS, AGGREGATE, OR PESTICIDE TREATED SOIL. THE IDEAL
TIME TO LAY SOD IS MAY 1 TO JUNE 1 OR SEPTEMBER 1 TO SEPTEMBER 30, ALTHOUGH IT CAN BE
INSTALLED AS EARLY AS MARCH 15 IF AVAILABLE OR JUNE 1 TO SEPTEMBER 1 IF IRRIGATED.
SITE PREPARATION
1.APPLY TOPSOIL IF EXISTING SOIL CONDITIONS ARE UNSUITABLE FOR ESTABLISHING VEGETATION.
2.GRADE THE SITE TO ACHIEVE POSITIVE DRAINAGE AND CREATE A SMOOTH, FIRM SOIL SURFACE.
3.WHERE APPLICABLE, USE A CHISEL PLOW, DISK, HARROW, OR RAKE TO BREAK UP COMPACTED SOILS
AND CREATE A FAVORABLE ROOTING DEPTH OF SIX TO EIGHT INCHES.
SOD BED PREPARATION
1.TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS.
2.IF SOIL PH IS TOO ACIDIC FOR THE GRASS SOD TO BE INSTALLED, APPLY LIME ACCORDING TO SOIL
TEST RESULTS OR AT THE RATE RECOMMENDED BY THE SOD SUPPLIER.
3.APPLY FERTILIZER AS RECOMMENDED BY THE SOIL TEST. IF TESTING WAS NOT DONE, APPLY 400 TO 600
POUNDS PER ACRE OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT.
4.WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF SOIL WITH A DISK OR RAKE
OPERATED ACROSS THE SLOPE.
5.RAKE OR HARROW THE AREA TO ACHIEVE A SMOOTH FINAL GRADE AND THEN ROLL OR CULTIPACK THE
SOIL SURFACE TO CREATE A FIRM SURFACE ON WHICH TO LAY THE SOD.
LAYING THE SOD
1.INSTALL SOD WITHIN THIRTY-SIX HOURS OF ITS CUTTING.
2.STORE THE SOD IN A SHADED LOCATION DURING INSTALLATION.
3.IMMEDIATELY BEFORE LAYING THE SOD, RAKE THE SOIL SURFACE TO BREAK ANY CRUST. (IF THE
WEATHER IS HOT, LIGHTLY IRRIGATE THE SOIL SURFACE PRIOR TO LAYING THE SOD.)
4.LAY SOD STRIPS IN A BRICK-LIKE PATTERN.
5.BUTT ALL JOINTS TIGHTLY AGAINST EACH OTHER (DO NOT STRETCH OR OVERLAP THEM), USING A
KNIFE OR MASON'S TROWEL TO TRIM AND FIT SOD INTO IRREGULARLY SHAPED AREAS.
6.ROLL THE SOD LIGHTLY AFTER INSTALLATION TO ENSURE FIRM CONTACT BETWEEN THE SOD AND SOIL.
7.IRRIGATE NEWLY SODDED AREAS UNTIL THE UNDERLYING SOIL IS WET TO A DEPTH OF FOUR INCHES,
AND THEN KEEP MOIST UNTIL THE GRASS TAKES ROOT.
SLOPE APPLICATION
1.INSTALL THE SOD STRIPS WITH THE LONGEST DIMENSION PERPENDICULAR TO THE SLOPE.
2.WHERE SLOPES EXCEED A RATIO OF 3:1, STAPLE OR STAKE EACH STRIP AT THE CORNERS AND IN THE
MIDDLE.
CHANNEL APPLICATION
(SODDING PROVIDES QUICKER PROTECTION THAN SEEDING AND MAY REDUCE THE RISK OF EARLY
WASHOUT.)
1.EXCAVATE THE CHANNEL, ALLOWING FOR THE FULL THICKNESS OF THE SOD.
2.LAY THE SOD STRIPS WITH THE LONGEST DIMENSION PERPENDICULAR TO CHANNEL FLOW.
3.STAPLE OR STAKE EACH STRIP OF SOD AT THE CORNERS AND IN THE MIDDLE.
4.STAPLE JUTE OR BIODEGRADABLE POLYPROPYLENE NETTING OVER THE SODDED AREA TO MINIMIZE
THE POTENTIAL FOR WASHOUT DURING ESTABLISHMENT.
MAINTENANCE
1.INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS
UNTIL SOD IS WELL ROOTED.
2.KEEP SOD MOIST UNTIL FULLY ROOTED.
3.AFTER SOD IS WELL-ROOTED (TWO TO THREE WEEKS), MAINTAIN A PLANT HEIGHT OF TWO TO THREE
INCHES.
4.TIME MOWING TO AVOID RUTS IN TURF.
5.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
ONE-THIRD IN MID-SUMMER.
CROSS SECTION
GAP
PERSPECTIVE VIEW
PERMANENT SEEDING NOTES
GRADING
1.GRADE THE SITE TO ACHIEVE PROPOSED GRADES AND POSITIVE DRAINAGE.
ADD TOPSOIL TO ACHIEVE NEEDED DEPTH FOR ESTABLISHMENT OF VEGETATION.
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: MARCH 1 TO MAY 10 OR AUGUST 10 TO SEPTEMBER 30
PERMANENT SEEDING DONE BETWEEN MAY 10 TO AUGUST 10 - SHALL BE IRRIGATED. SEEDING OUTSIDE OR BEYOND OPTIMUM
SEEDING DATES IS STILL POSSIBLE WITH THE UNDERSTANDING THAT RESEEDING OR OVERSEEDING SHALL 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.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.)
2.MULCH ALL SEEDED AREAS AND USE APPROPRIATE METHODS TO ANCHOR THE MULCH IN PLACE. USE EROSION CONTROL
BLANKETS ON SLOPING AREAS AND CONVEYANCE CHANNELS
MAINTENANCE
1.INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS UNTIL THE
VEGETATION IS SUCCESSFULLY ESTABLISHED.
2.CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE VIGOROUS DARK GREEN OR BLUISHGREEN SEEDLINGS WITH A
UNIFORM VEGETATIVE COVER DENSITY OF 90 PERCENT OR MORE.
3.CHECK FOR EROSION OR MOVEMENT OF MULCH.
4.REPAIR DAMAGED, BARE, GULLIED, OR SPARSELY VEGETATED AREAS AND THEN FERTILIZE, RESEED, AND APPLY AND
ANCHOR MULCH.
5.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.
6.IF VEGETATION FAILS TO GROW, TEST SOIL TO DETERMINE SOIL PH OR NUTRIENT DEFICIENCY PROBLEMS. (CONTACT YOUR
SOIL AND WATER CONSERVATION DISTRICT OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.)
7.IF ADDITIONAL FERTILIZATION OR SOIL AMENDMENTS ARE NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO
SOIL TEST RECOMMENDATIONS.
8.ADD FERTILIZER THE FOLLOWING GROWING SEASON. FERTILIZE ACCORDING TO SOIL TEST RECOMMENDATIONS.
9.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.L100 LANDSCAPEL101LANDSCAPE DETAILSW22.0802AQW22.080203/03/2023BSMK/AQHARVEST MARKET2140 E. 116TH STREET, INDIANAPOLIS, IN 46032Scale: N.T.S.
SOD APPLICATION DETAIL1
Scale: N.T.S.
V-CUT LANDSCAPE BED EDGE DETAIL2
Scale: N.T.S.
GROUNDCOVER PLANTING3
10 9abcd 8 7 6efgh109876
5 4 3 2 Part of the S/2 of Section 31, Township 18 North, Range 4 East, Clay Township, Hamilton County, Indiana1 PREPARED FOR:PROJECT NO.
SHEET NO.abcd5 4 3 2
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fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONISSUED FOR PERMIT05.16.2023SMB1REVISIONS PER TAC REVIEW05.23.2023SMB2REVISED TO ADD ADA RAMP ON WEST SIDE OF AAA WAY06.06.2023SMB3gALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitecturePROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE: