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Development Plan & ADLS
Docket No. 20010015 DP/ADLS
DEVELOPMENT PLAN AND ADLS APPLICATIONS
CITY OF CARMEL, INDIANA
March 17, 2020
Carmel Plan Commission
Applicant: Adams & French Property, LLC
Attorneys: Nelson & Frankenberger, LLC
Jim Shinaver, Attorney
Jon C. Dobosiewicz, Land Use Professional
317-844-0106
TABLE OF CONTENTS
1. Explanation of Request
2. Site Location Map / Aerial Photograph
3. Color Site Plan
4. Building Perspectives
5. Building Elevations
Signage Details
6. Engineered Site Development Plan
Landscape Plan
7. Findings of Fact Form
TAB 1
TAB 2
Extra Space Storage
Site Location Map / Aerial Photograph Rangeline RoadNORTHSITECarmel Drive
TAB 3
TAB 4
EXTRA SPACE STORAGE | PERSPECTIVE VIEW 103/05/202005
EXTRA SPACE STORAGE | PERSPECTIVE VIEW 203/05/202006
TAB 5
EXTRA SPACE STORAGE | EXTERIOR ELEVATIONS03/05/2020 3/64" = 1'-0"043/64" = 1'-0"1WEST ELEVATION1ST FLOOR0'-0"2ND FLOOR13'-4"3RD FLOOR24'-0"ROOF34'-8"T/ PARAPET40'-0"3/64" = 1'-0"4EAST ELEVATION3/64" = 1'-0"2NORTH ELEVATION3/64" = 1'-0"3SOUTH ELEVATION1ST FLOOR0'-0"2ND FLOOR13'-4"3RD FLOOR24'-0"ROOF34'-8"T/ PARAPET40'-0"T/ ELEVATOR45'-4"1ST FLOOR0'-0"T/ CANOPY14'-4"1ST FLOOR0'-0"METAL COPINGINSULATED METAL PANELBURNISHED BLOCKBURNISHED BLOCKBRICK SOLDIER COURSE DETAILBURNISHED BLOCKROLL UP DOORBRICK SOLDIER COURSE DETAILSTOREFRONT GLAZINGSTEPPED BRICK DETAILMETAL CANOPYBURNISHED BLOCKMETAL COPINGINSULATED METAL PANELFACE BRICK ABURNISHED BLOCKSTOREFRONT GLAZINGBURNISHED BLOCKSTOREFRONT GLAZINGMETAL CANOPYSLIDING ENTRANCE DOORSROLL UP LOADING DOORBURNISHED BLOCK
BREAKROOM
ELEV.
STAIR
RENTABLE SPACE
ADMINISTRATIVE
MEP
CIRCULATION
LOADING ZONE
OFFICE
LOADING
BAY332' - 8"41' - 7"79' - 3"60' - 6"151' - 4"62' - 8"
DUMPSTER
SPRINKLER
ELEV.
STAIR
STORAGE
JAN.
WC
WC
ELEC.
EXTRA SPACE STORAGE | SD FIRST FLOOR PLAN
03/05/2020 3/64" = 1'-0"01
TAB 6
WEST CA
R
M
E
L
D
R
I
V
E
S00°05'46"E(M) S00°45'10"W(D) 411.64'N00°05'46"W(M) N00°45'10"E(D) 398.63'S89°17'51"W(M) N89°51'24"W(D) 226.23'
N00°50'56"W(M)
N89°26'06"E(M) S89°42'58"E(D) 189.95'S00°50'56"E(M)S00°00'00"E (D)181.33'(M) 182.73'(D)N89°48'49"E(M) S89°20'15"E(D) 190.00'N89°25'05"E(M) S89°43'58"E(D) 241.02'
S89°17'51"W(M)
N89°51'24"W(D)
299.23'
DELTA=10°06'20"
R=561.07'
T=49.61'
L=98.96'
CH BRG=N83°08'42"W(M)
CH LEN=98.83'
PROPOSED BUILDING
20,121SF± PER FLOOR
F.F.E. = 829.85
S2
S1
S3
S2
A1 B1
H1 P1
P1
H3
B2
H5H4
P2
P1
P1
H3
H3
P3
P3
P1
P3
H7
C200SITE PLANW190582-C200 siteSITE 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 = 4.37± AC
BUILDING AREA = 20,121± SF PER FLOOR
PERCENT IMPERVIOUS = 87%
ZONING = I-1
FRONT YARD BSL REQUIRED = 0' FT MIN.
10' MAX.
REAR YARD BSL REQUIRED = 0' FT
SIDE YARD BSL REQUIRED = 0' FT
PARKING REQUIRED:
PARKING REQUIREMENT: 1 PER
EMPLOYEE
PARKING DIMENSIONS = 9' x 18'
BIKE PARKING REQUIRED = 4 SPACES
PARKING PROVIDED:
9 - STANDARD SPACES
1 - ADA SPACES
10 - TOTAL SPACES
SITE PLAN NOTES
PAVEMENT
STANDARD DUTY ASPHALT PAVING
STANDARD DUTY CONCRETE
MATCH EXISTING PAVEMENT
HARDSCAPE
INTEGRAL WALK AND CURB
CONCRETE PARKING BARRIER
CONCRETE SIDEWALK
ACCESSIBLE RAMP
PAVEMENT FLUSH WITH SIDEWALK
RETAINING WALL
BUILDING ACCESSORIES
DUMPSTER ENCLOSURE (INSIDE THE BUILDING)
CANOPY (CANTILEVERED OVER THE DRIVE)
ACCESSORIES
CONNECT EXISTING FENCE TO BUILDING
SIGNAGE & MARKINGS
ACCESSIBLE PARKING SPACE & SIGN ON BUILDING
4" PAINTED WHITE SOLID LINES (TYP)
4" PAINTED WHITE SOLID LINE ISLAND
H1
H2
H3
H4
H5
B1
B2
A1
S1
S2
S3
P1
P2
P3
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)STANDARD DUTY ASPHALT
CONCRETE 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
EXISTING ASPHALT
PAVEMENT
SITE PLAN LEGEND
UTILITIES
ABBREVIATIONS
OTHER
LINE TYPES
SECTION LINE REVISIONS AND ISSUESPart of Section 36, Township 18 North, Range 3 East, Hamilton County, IndianaW19.0582PREPARED FOR:147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANAPROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:SSRDESIGNED BY:DWG NAME:PROJECT NO.:W19.0582DATEBY01.13.2020SSRDATE:SSRKnow what's below.
before you dig.Call
R APPROVAL PENDINGNOT FOR CONSTRUCTIONCARMEL SELF STORAGEISSUED FOR CITY REVIEW01.13.2020BJSW
S
N
E ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMSTEVEN SCOTT RUCKER, PE No. 11300279
01/13/2020
H7
DECIDUOUS SHRUBS
EVERGREEN SHRUBS
PLANT SCHEDULE
PLAN
KEY BOTANICAL NAME COMMON NAME SIZE QUANTITY ROOT CONDITION
B & B BARE CONT
ON CENTER
SPACING
SPECIAL
INSTRUCTIONS
PfG
SxG SPIRAEA X 'GOLD MOUND'
POTENTILLA FRUTICOSA 'GOLDFINGER'GOLDFINGER POTENTILLA
GOLD MOUND SPIREA
#2
#3
X
X SEE PLAN
SEE PLAN MIN 18"
MIN 18"
BkG
IgC ILEX GLABRA 'CHAMZIN'
BUXUS X KOREANA 'GREEN GEM'GREEN GEM BOXWOOD
NORDIC HOLLY 18"
18"
X
X SEE PLAN
SEE PLAN MIN 18"
MIN 18"
6
3
5
7
MATURE SIZE
3'T x 3'W
30"T x 36"W
2'T x 2'W
4'T x 4'W
E
OHUOHUOHUOHU OHU OHU OHU OHU
OHU
OHU
OHU
OHU
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
G
W
W
W
G
G
W
WEST CA
R
M
E
L
D
R
I
V
E
C
C C
CGGG
PROPOSED BUILDING
20,121SF± PER FLOOR
F.F.E. = 829.85CEEEEEW
LANDSCAPE PLAN NOTES
SEED / SOD (ALTERNATE) - FOR SEED, REFER TO PERMANENT SEEDING CHART
ON SHEET L201 LANDSCAPE DETAIL SHEET. SOD SHALL BE CERTIFIED GRADE
CULTIVATED GRASS SOD: OF "ADVENTURE BLEND" TURF TYPE TALL FESCUE (BY
GENERAL CONTRACTOR).
LANDSCAPE BED EDGE (TYP.)
MULCH W190582-L100GENERAL NOTES
1.IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. IF IN QUESTION, CONTACT THE
LANDSCAPE DESIGNER.
2.ANY EXISTING TREE(S) THAT MAY REQUIRE REMOVAL BUT ARE NOT SHOWN ON THE PLAN AS BEING REMOVED SHALL BE BROUGHT TO THE
ATTENTION OF THE LANDSCAPE ARCHITECT. TREE(S) MAY BE RELOCATED (OR REPLACED) TO AN APPROVED ALTERNATE LOCATION
ONSITE FOLLOWING LANDSCAPE ARCHITECT APPROVAL.
3.ALL SHRUBS 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 LANDSCAPE DESIGNER AND
SHALL BE UNIFORM IN TEXTURE AND COLOR AND SHALL BE OBTAINED FROM SAWMILL OR LUMBERING OPERATIONS. NO UTILITY MULCH
OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED.
4.AN APPROVED PRE-EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING AND GROUND COVER BEDS AT RATES SPECIFIED BY
MANUFACTURER FOR EACH VARIETY OF PLANT.
5.FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY LANDSCAPE DESIGNER BEFORE PLANTING OPERATIONS ARE TO
PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH A WOODED STAKE INDICATING VARIETY AND SIZE OF TREE. ALL GROUND
COVER AND MULCH BED LINES SHALL BE MARKED BY A HIGHLY VISIBLE PAINT LINE WITH OCCASIONAL WOOD STAKES FOR REFERENCE.
ALL STAKES SHALL BE REMOVED FOLLOWING PLANTINGS OPERATIONS. LANDSCAPE DESIGNER RESERVES THE RIGHT TO ADJUST PLANT
LOCATIONS ON SITE.
6.NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PLANTS ARE SHOWN TO BE UNAVAILABLE, THE CONTRACTOR SHALL
NOTIFY LANDSCAPE DESIGNER PRIOR TO BID DATE IN WRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH PROJECT
IDENTIFICATION AT NURSERY OR CONTRACTORS OPERATION PRIOR TO MOVING TO JOB SITE. PLANTS MAY ALSO BE INSPECTED AND
APPROVED OR REJECTED ON THE JOB SITE.
7.ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, LATEST EDITION, AS SET FORTH BY AMERICAN
ASSOCIATION OF NURSERYMEN.
8.PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION
OPERATIONS AND AS DIRECTED BY OWNER.
9.ALL NEW LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE
DESIGNER. AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE DESIGNER SHALL BE
REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR.
10.THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS PORTION OF WORK.
11.PEAT MOSS TO BE USED ON PROJECT SHALL BE A DOMESTIC OR IMPORTED MATERIAL, CHOCOLATE BROWN IN COLOR AND COMPOSED OF
PARTIALLY DECOMPOSED VEGETABLE MATERIAL. PEAT MOSS TO ALSO BE MILDLY ACIDIC IN CHARACTER AND SHALL MEET APPROVAL OF
LANDSCAPE DESIGNER.
12.LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE DESIGNER IN WRITING PRIOR TO BID DATE OF ANY PLANTS THAT HE FEELS MAY NOT
SURVIVE IN LOCATIONS NOTED.
13.ALL LANDSCAPING PLANTINGS TO BE MAINTAINED FOR 1 YEAR FOLLOWING TURNOVER. MAINTENANCE TO INCLUDE WATERING, WEEDING,
CULTIVATION, MULCHING, MOWING AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF PLANTINGS.
NOTE: AT END OF MAINTENANCE PERIOD, CONTRACTOR TO REMOVE GUYING AND STAKING FROM TREES.
14.CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY TYPE OF WORK AS REQUESTED BY LANDSCAPE DESIGNER.
15.BACKFILL FOR TREE AND SHRUB PLANTING SHALL BE 75% APPROVED TOPSOIL AND 25% APPROVED PEAT MOSS. TOP LAYER OF BACKFILL
SHALL BE 100% EXISTING TOPSOIL. A 5-10-5 ANALYSIS SLOW RELEASE FERTILIZER SHALL BE INCORPORATED INTO BACKFILL AT
APPROVED RATES.
16.PROVIDE MINIMUM 4" PLANTING SOIL IN ALL GROUND COVER AND FLOWER AREAS WITH MIXTURE COMPRISING OF ONE PART COMMERCIAL
GRADE 'POTTING SOIL,' 5 PARTS TOPSOIL AND 4 PARTS PEAT MOSS. A FULL 4" LAYER OF APPROVED SHREDDED FIBROUS PEAT MOSS MAY
BE USED IN LIEU OF PLANTING MIX.
17.PLANTS SHALL BEAR A TAG SHOWING GENUS, SPECIES AND VARIETY. REMOVE AT TIME OF FINAL ACCEPTANCE.
18.PLANTS SHALL BE CERTIFIED BY THE STATE OF INDIANA DEPARTMENT OF NATURAL RESOURCES AND FREE FROM DISEASE OR
HAZARDOUS INSECTS.
19.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.
20.CONTRACTOR TO REVIEW THE SWPPP SERIES PLANS FOR STABILIZATION (SEEDING/SOD/MULCH) REQUIREMENTS.
L100LANDSCAPE PLANREQUIREMENT:PROVIDED:
LANDSCAPE ORDINANCE REQUIREMENTS
RANGE LINE ROAD OVERLAY - SECTION 3.79 RL-OL PARKING STANDARDS
- D. PARKING AREAS SHALL BE LOCATED AT THE REAR OR SIDE OF BUILDINGS, AND SCREENED
CONSISTENT WITH THE STANDARDS OF BUFFERYARD TYPE "A" AS DESCRIBED IN ARTICLE 5, SECTION
5.21: BUFFERYARD STANDARDS
BUFFERYARD TYPE "A" =
- MIN. FRONT AND SIDE YARD = 5'
- MIN. REAR YARD = 10'
- MIN. SHADE OR EVERGREEN TREES PER 100' = 4
RANGE LINE ROAD OVERLAY - SECTION 3.75 RL-OL LANDSCAPING STANDARDS
- A. PROTECTION OF EXISTING TREES AND VEGETATION
- 1. SITES WITHIN THE RL-OL DISTRICT WITH EXISTING TREES OR STANDS
SHALL PROTECT AND INCORPORATE THEM INTO THE OVERALL SITE
DESIGN. THE LANDSCAPE PLAN SHALL PRESERVE NOT LESS THAN 50% OF
ALL TREES THAT ARE:
A. 6" DBH OR LARGER AND
B. LOCATED WITHIN THE BUFFERYARD OR GREENBELT
NA
REQUIRED:
NA
PER PLAN AS
SPACE
ALLOWS.
NA
REVISIONS AND ISSUESPart of Section 36, Township 18 North, Range 3 East, Hamilton County, IndianaW19.0582PREPARED FOR:147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANAPROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:SSRDESIGNED BY:DWG NAME:PROJECT NO.:W19.0582DATEBY01.13.2020SSRDATE:SSRKnow what's below.
before you dig.Call
R APPROVAL PENDINGNOT FOR CONSTRUCTIONCARMEL SELF STORAGEISSUED FOR CITY REVIEW01.13.2020BJSW
S
N
E ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SM
TAB 7
Page 9 Filename: Development Plan and DP Amend Application 20.docx
FINDINGS OF FACT FORM
DEVELOPMENT PLAN CONSIDERATION
Carmel Plan Commission, Carmel, Indiana
DOCKET NO. DP PROJECT NAME:
PETITIONER:
Based upon all the evidence presented by the Petitioner and upon the Department Report of the
Department of Community Services, dated, we determine that the Development Plan complies with
the Standards set forth in the Carmel Unified Development Ordinance.
We hereby approve the Development Plan as submitted with the following specific conditions as
agreed to by the petitioner.
Condition 1.
Condition 2.
We hereby disapprove of the Development Plan as submitted for the following reasons:
1.
2.
3.
DATED THIS DAY OF , 20 .
Commission Member
Rev.
20010015 Extra Space Storage
Adams and French Property, LLC