HomeMy WebLinkAboutPacket for HO 04-28-25
10505 N. College Ave | Indianapolis, IN 46280 | .www.weihe.net | (317) 846-6611 | (800) 452-6408 | Fax: (317) 843-0546
Allan H. Weihe, P.E., L.S. - Founder
Subject: PZ-2025-00062 V Jacquie’s Catering Variance
To: City of Carmel BZA
From: Weihe Engineer’s, Inc.
Date: April 17, 2025
This memo introduces PZ-2025-00062 V Jacquie’s Catering Variance, a new initiative
focused on reopening Jacquie’s Catering at a new location. We are excited to launch
this project and believe it will be beautifying the area with the redeveloped exterior of
the building and reconfiguration of the parking lot.
We are requesting this parking variance due to the strict parking code for a Catering
service. Catering Establishment requires One (1) space per 200 sq. ft. floor area, 36
spaces required for this site (7,105 GFA); 16 parking spaces requested. The 0.78-acre
site is at 4306 W. 96th Street (is not located in any subdivision). It is zoned I-1/Industrial
and US 421 – Michigan Road Overlay District.
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DARRELL A. EDWARDS P.E. #890047
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WEST 96TH STREET
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S88°35'34"W 197.58'
N20°16'06"W 14.58'
S89°21'38"W 35.17'
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N18°10'29"E 19.73'
N78°24'15"E 28.19'
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SF: 1120
FFE: 884.10
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SITE PLAN NOTES
PAVEMENT
P1 BITUMINOUS PAVING FOR PARKING LOT (STANDARD DUTY
ASPHALT PAVEMENT SECTION) - 165#/SQ YD (1 1/2") BITUMINOUS
SURFACE OVER 275#/SQ YD (2 1/2") BITUMINOUS BINDER OVER 8"
COMPACTED AGGREGATE BASE #53 (100% STANDARD PROCTOR)
P2 CONCRETE SIDEWALK
P3 CONCRETE SIDEWALK RAMP WITH NON-SLIP SURFACE PER ADA
STANDARDS
2% MAXIMUM CROSS SLOPE (1.5% RECOMMENDED)
8.33% MAXIMUM RUNNING SLOPE (7.75% RECOMMENDED)
P4 MATCH EXISTING PAVEMENT
P5 1.5" MILL AND OVERLAY
P6 ASPHALT MULTI-USE PATH CONNECTION PER CITY STANDARDS
P7 PROPOSED HEAVY DUTY CONCRETE
HARDSCAPE
H1 MATCH EXISTING CURB
H2 CONCRETE PARKING BARRIER
H3 PROPOSED CONCRETE CURB
H4 CURB TURN OUT WITH RIPRAP
H5 TIE INTO EXISTING CURB
BUILDING ACCESSORIES
B1 EXISTING MAIN BUILDING
B2 PROPOSED BUILDING ADDITION
B3 PROPOSED FENCE (GATE TO BE DETERMINED) (SEE DETAIL ON
SHEET C5.1)
B4 8" BOLLARD
B5 TRASH ENCLOSURE (SEE ARCHITECTURAL PLANS)
B6 BIKE PARKING
B7 LIGHTING POLE AND BASE
SIGNAGE & MARKINGS
S1 BOLLARD MOUNTED VAN ACCESSIBLE PARKING SIGN
(MIN HEIGHT TO BOTTOM OF SIGN 66" ABOVE PAVEMENT)
S2 VAN ACCESSIBLE PARKING AISLE
S3 PARKING STRIPE
S4 BOX TRUCK PARKING
S5 LOADING SPACE
S6 WHITE PAINTED ARROWS
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DARRELL A. EDWARDS P.E. #890047
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PROPOSED AREAS
TOTAL DISTURBED = 0.77 AC.
PERVIOUS = 0.25 AC.
IMPERVIOUS = 0.52 AC.
ALLOWABLE IMPERIOUS = 0.69 AC.
EXISTING AREAS
TOTAL SITE = 0.74 AC.
DISTURBED = 0.77 AC.
PERVIOUS = 0.14 AC.
IMPERVIOUS = 0.63 AC.
DATE:
PROJECT:
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03.11.2025
24214
03-11-2025
mbh
90% CONSTRUCTION DOCUMENTS
EXTERIOR
ELEVATIONS
A202
NEW 36 SQ.FT. SIGN FACE IN EXISTING FRAME.
SIGN CONTRACTOR TO VERIFY IF INTERNALLY
ILLUMINATED
NEW TREX SIDING SEE FINISH SCHEDULE (DK1)
EXISTING STOREFRONT TO REMAIN.
NEW 4' X 7' INSULATED MTL. DOOR.
SEE DOOR SCHEDULE A601.
EXISTING ELECTRICAL PANEL TO REMAIN
EXISTING GAS TO REMAIN
EXISTING MECHANICAL UNITS. REPLACED WITH
NEW UNITS?
NEW
BOUNDARY
EXISTING
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NEW D.S. TO CONCRETE SPLASH BLOCK
8
NEW PAINT. SEE FINISH SCHEDULE (PT1)
DECKORATORS VOYAGE (SEDONA) SOLID
EDGE 5-1/2" W
SHERWIN WILLIAMS 7674 ( PEPPERCORN)
FLAT SEE A601 FOR MORE DETAIL.
999
9
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EXISTING DOOR TO REMAIN
NEW LANDSCAPING SCREEN. SEE CIVIL FOR DETAILS
1110
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DATE:
PROJECT:
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03.11.2025
24214
03-11-2025
mbh
90% CONSTRUCTION DOCUMENTS
EXTERIOR
ELEVATIONS
A201
EXISTING
1
NEW 36 SQ.FT. SIGN FACE IN EXISTING FRAME.
SIGN CONTRACTOR TO VERIFY IF INTERNALLY
ILLUMINATED
2
NEW TREX SIDING SEE FINISH SCHEDULE (DK1)
EXISTING STOREFRONT TO REMAIN.
33
NEW 4' X 7' INSULATED MTL. DOOR.
SEE DOOR SCHEDULE A601.
EXISTING ELECTRICAL PANEL TO REMAIN
EXISTING GAS TO REMAIN
EXISTING MECHANICAL UNITS. REPLACED WITH
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BUILDING
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9
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FLAT SEE A601 FOR MORE DETAIL.
9
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TYP.
9 9
EXISTING DOOR TO REMAIN
EXISTING AIR HANDLING UNIT TO REMAIN.
SIGHTLINE 5'-0" ABOVE PAVEMENT
SIGHTLINE 5'-0" ABOVE PAVEMENT
SIGHTLINE 5'-0" ABOVE PAVEMENT
12
NEW LANDSCAPING SCREEN. SEE CIVIL FOR DETAILS.