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HomeMy WebLinkAboutPacket for HO 09-23-24CARMEL PLAN COMMISSION PZ-2024-00128-V MEETING DATE: 23 SEPTEMBER 2024 BZA PACKET EVERWISE CREDIT UNION 10920 N. MICHIGAN RD. ZIONSVILLE, IN W228 N745 Westmound Drive | Waukesha, Wisconsin 53186 P: 262.549.9600 PROJECT LOCATION 12 September 2024 Planning Department – City of Carmel 1 Civic Square Carmel, Indiana 46032 RE: Everwise Credit Union - 10920 N. Michigan Road To Whom It May Concern, The Redmond Company is proudly presenting the proposed development plans for the newest branch of Everwise Credit Union (“Everwise”). Introduction The proposed development is located at the southwest corner of Michigan Road (US -421) and West Pointe Drive. The 1.15 acre site is currently undeveloped and zoned as B-3. The proposed facility is a single-story, 3,400 SF building for Everwise Credit Union, a financial institution local to the Indianapolis area. The building includes a lobby, restrooms, break room , and secure employee workrooms. Additionally, the site will house a dumpster enclosure and transformer screen. Business Operations Everwise Credit Union is a financial institution with several locations throughout the Indianapolis metro. Formerly known as Teacher’s Credit Union, they strive to provide excellent service to their members. Part of this service is providing access to drive-up Interactive Teller Machines (ITMs). The site includes two ITMs on the west side of the building. The drive-up area of the site has four lanes – one for the night deposit, two for ITMs, and one for a bypass lane. Entitlement Strategy & Timeline Everwise will comply with the local approval process by submitting the required documents to the Technical Advisory Committee, Plan Commission, Commercial Committee, and the Board of Zoning Appeals. They anticipate receiving municipal approvals in the summer of 2024. Single-phase construction is planned to begin in early 2025. The facility is anticipated to be open and operational in the Fall of 2025. Site Plan The site is arranged in such way that the main entrance of the building is oriented to the intersection of West Pointe Drive and North Michigan Road. The entrance to the site is on the west, off of Redd Road, and is a shared access with the daycare center directly to the south. No additional curb cuts will be part of the project. Sidewalks are included throughout the site to provide access from all three street frontages with a clear path to the main entrance of the building. Additionally, Everwise will be providing bicycle parking near the main entrance of the building as required. There are two sections of vehicle parking. On the east side of the building, with easy access to the main entrance, there are (13) parking stalls for members with one of them being van accessible. On the west end of the site, there are (16) parking stalls for employees with access to the secure employee entrance on the west side of the building. On the west side of the building, there are four drive-up lanes. One is used for access to the night deposit. Two are used for ITMs, and the one on the far west is intended as a bypass lane. There is room on the site for (4) vehicles to queue in each lane. In the Northwest corner of the site, there is a dumpster enclosure and the proposed transformer. Both are screened by a masonry wall with materials matching the principal building. Additionally, the dumpster can be accessed by a locking gate with cane bolts. Architecture Everwise Credit Union and their design team have modified the Everwise prototype to conform to the design requirements of the US 421 Overlay District as required by the City. We have chosen to explore a design that compliments traditional Italianate architecture. The general form of the building is a simple box, with some minor setbacks added for safety and/or to provide a place for material transitions. The entrance is accented with a simple rectangular canopy-style roof with a decorative cornice around the perimeter. The canopy wraps around the corner of the building and is anchored on each end by split-face block pilasters. This element is intended to be a twist on the small, covered porches that are consistent with the Italianate style. The exterior of the building is constructed using glass, brick, split-faced concrete block, and EIFS. The split-faced concrete block wraps the entire perimeter of the building, is topped with a cast stone sill band, and serves as a solid base to visually anchor the building to the ground. The primary material is a charcoal-colored brick, which stretches from the top of the cast stone sill to the bottom of the EIFS accent band. The EIFS is a stucco-look feature that gives the illusion of a decorative cornice to provide a distinct “top” to the elevations. Also included on all sides of the building are corbels – or brackets – that are one of the defining characteristics of the style. There are windows on all sides of the building. These windows are tall, stretching from the floor to the ceiling on the interior. They are wider than is common in Italianate architecture, but the expanse of the small, punched openings is broken up by mullions dividing the individual windows into three panes. The windows are spaced evenly along the facades and are topped by two soldier courses of light gray brick. The soldier courses sit proud of the main brick veneer, and they are a nod to the window hoods and pediments that are a staple of the style. The roof line is simple: a straight parapet with a decorative EIFS band giving the appearance of a cornice. On the roof is a mechanical screen that is intended to resemble a cupola – or belvedere – which is a very popular and signature element in Italianate architecture. To maintain adequate airflow, framed metal louvers have been included in the mechanical screen. These louvers have been arranged to align with the windows of the façade below and are intended to give the illusion of the panoramic windows that are typical of a traditional cupola. The material of the screen wall is a thin brick matching the primary material of the rest of the building. Thin brick is used in lieu of modular to reduce the structural loads on the roof. Lastly, the lobby is an ode to the all-glass conservatories that were popular during the time of Italianate architecture. True conservatories are entirely glass with cast iron structure which give them a light, dainty feel. The lobby of the building is tall and was originally a glass box – more like a traditional conservatory. Stone pilasters have been added to break up the large expanses of glass and keep with the rhythm of openings in the style. Even with these pilasters, however, there is still a significant amount of glass in this area. This is where the nod to the conservatory lies: the large amount of glass in the lobby allows an abundance of natural light to flood the space and gives Everwise an area to entertain their members and their guests. Conclusion Everwise Credit Union is excited for the opportunity to submit their new facility to the Plan Commission to be considered for this site. They will provide a valuable addition to the Carmel and Zionsville communities, and their building will contribute to the architectural interest of the US-421 overlay district. Please do not hesitate to contact us with any additional questions. Sincerely, Miranda R. Seals, AIA, NCARB Architect The Redmond Company 12 September 2024 Planning Department – City of Carmel 1 Civic Square Carmel, Indiana 46032 RE: Everwise Credit Union - 10920 N. Michigan Road Statement of Request Section 3.95.F of the Carmel UDO states that “Drive Thru Location: Must be located to the rear of the parcel and not visible from right-of-ways.” We are requesting a variance regarding this requirement. The site in question has three street frontages – Redd Road to the West, Weston Pointe Drive to the North, and Michigan Road to the East. Due to the nature of the site location and relationship with the surrounding roads, there is not true “rear of the parcel.” The location of the drive-thru ITMs is located at the rear of the building, but it is still visible from both Redd Road and Weston Pointe Drive. The building shields the drive-thru ITMs from traffic on Michigan Road. Statement of Support Redmond has worked in tandem with the City of Carmel Planning Department to revise the site design to best satisfy the site and UDO. As required, the drive-thru ITMs are located to the rear of the building. The city concluded that this was the best location for the drive-thrus. With the number of trees and the amount of landscaping on the site, we believe that the visible impact of the drive-thru will be minimal. Sincerely, Miranda R. Seals, AIA, NCARB Architect The Redmond Company Page 8 of 12 File: Hearing Officer Development Standards Variance Handout 2024_REVISED Revised: 02-16-2024 FINDINGS OF FACT SHEET - DEVELOPMENT STANDARDS VARIANCE CARMEL ADVISORY BOARD OF ZONING APPEALS (Petitioner to fill out 1-3 + first two blanks) Docket No.: _______________________________________________ Petitioner: _______________________________________________ 1. The approval of this variance will not be injurious to the public health, safety, morals and general welfare of the community because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ 2. The use and value of the area adjacent to the property included in the variance will not be affected in a substantially adverse manner because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ 3. The strict application of the terms of the Unified Development to the property will result in practical difficulties in the use of the property because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ DECISION IT IS THEREFORE the decision of the Carmel Board of Zoning Appeals that Development Standards Variance Docket No. ___________________________ is granted, subject to any conditions stated in the minutes of this Board, which are incorporated herein by reference and made a part hereof. Adopted this _______________ day of __________________________________, 20 _______. _____________________________________________ _____________________________________________ HEARING OFFICER, Carmel Board of Zoning Appeals _____________________________________________ _____________________________________________ SECRETARY, Carmel Board of Zoning Appeals Conditions of approval of the Board, if any, are listed on the Letter of Grant. PZ-2024-00128-V Miranda Seals on behalf of Everwise Credit Union The stacking for the drive-up ITMs complies with the zoning requirements. However, in the event that traffic were to back up, it would not impede the pedestrian or vehicular traffic for the majority of the site. The drive-thru ITMs are positioned so users have easy access and can exit seamlessly. Historically, drive-thru ITMs do not create a high volume of traffic when compared to other uses. This development will enhance the surrounding area and prove to be a kind neighbor to the adjacent properties. Given the nature of the site, the drive-thru is located at the optimal position to provide easy ingress and egress from the ammenity while minimizing the impact oon traffic on and surrounding the site. The site has three street frontages, meaning there is no true "rear of the parcel". The only location on site that would fit that requirement would be on the south property line. The property directly to the south is an active daycare. Placing the drive-thru in that location would be more hazardous to pedestrian and vehicular traffic. � TREDMOND I, COMPANY P Y Everwise Credit Union 10920 N. Michigan RD. Zionsville, IN 46077 PROJECT TEAM OWNER Everwise Credit Union 110 South Main Street South Bend, IN 46601 DESIGN / BUILDER The Redmond Company W228 N745 Westmound Drive Waukesha, WI 53186 PROJECT CONTACT: Miranda R. Seals EMAIL: mseals@theredmondco.com P: 262.896.8728 CIVIL ENGINEER Weihe Engineering 14528 S. Outer 40 Road, Suite 444 Chestervield, MO 63017 PROJECT CONTACT: Dave Dobkowski EMAIL: dobkowskid@weihe.net P: 314.343.2211 LANDSCAPE ARCHITECT Weihe Engineering 14528 S Outer 40 Road, Suite 444 Chestefield, MO 63017 PROJECT CONTACT: Dave Dobkowski EMAIL: dobkowskid@weihe.net P: 314.343.2211 VICINITY MAP GENERAL NOTES PROJECT LOCATION r �v GENERAL NOTES 1 SUB -CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO COMMENCING CONSTRUCTION. 2 FINISH FLOOR ELEVATION IS 100'-0". REFER TO CIVIL PLAN FOR ACTUAL DATUM ELEVATIONS. 3 ALL WORK OF THE SUB -CONTRACTOR SHALL BE IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND COMPLY WITH ALL GOVERNING LAWS, CODES, ORDINANCES, RULES AND REGULATIONS OF THE CITY, COUNTY, STATE AND FEDERAL JURISDICTION INCLUDING REQUIREMENTS OF THE STATE DEPARTMENT OF NATURAL RESOURCES. 4 PRIOR TO COMMENCMENT OF WORK, THE SUB -CONTRACTOR SHALL CAREFULLY EXAMINE THE SITE OF THE WORK AND VERIFY GRADE ELEVATIONS, UTILITIES, AND OTHER EXISTING CONDITIONS WHETHER OR NOT SHOWN ON THE DRAWINGS. LOCATE ALL GENERAL SITE REFERENCE DATA FOR PROPERTY LINES AND GRADE ELEVATIONS AND DO THAT WORK WHICH IS NECESSARY TO PREVENT THEIR DISLOCATION OR DESTRUCTION. 5 THE CLEARING/FILLING/ EXCAVATING OF THE CONTRACT WORK AREA SHALL BE ACCOMPLISHED IN SUCH A MANNER AS TO MINIMIZE THE RUNOFF OF SILT AND SEDIMENT INTO THE STORM DRAINAGE SYSTEM AND ONTO ADJACENT OR DOWNSTREAM PROPERTIES. EROSION CONTROL MEASURES SHALL BE INSTITUTED AS NECESSARY BYTHE SUBCONTRACTOR. ANY AND ALL EROSION CONTROL PLANS REQUIRED FOR THIS WORK SHALL BE THE RESPONSIBILITY OF THE SUB -CONTRACTOR. 6 SUB -CONTRACTOR SHALLCLEAR THE CONTRACT WORKAREA ONLY. PROTECT EXISTING UTILITIES, TREES AND/OR NATURAL VEGETATION WHICH IS REQUIRED TO REMAIN. 7 NO DEBRIS, EARTH MATERIAL, CLEARED VEGETATION OR WASTE MATERIALS SHALL BE DEPOSITED ON ANY OTHER PROPERTY WITHOUT FIRST OBTAINNIG THE REQUIRED PERMITS AND/OR APPROVALS. THIS INCLUDES THE INTRUSION OF SUCH MATERIAL INTO THE CITY STREET AND DRAINAGE SYSTEMS. CLEAN ANY DEBRIS LEFT IN THE STREETAS A RESULT OF OPERATIONS IMMEDIATELY. 8 BARRICADE AND POST WARNING SIGNS AND LIGHTS ADJACENT TO OPEN DEPRESSIONS AND HOLES OCCURING AS PART OF THE WORK 9 MAINTAIN ACCESS TO ADJACENT PROPERTIES AT ALL TIMES, 10 USE MEANS NECESSARY TO PREVENT DUST FROM BECOMING A NUISANCE TO THE PUBLIC, NEIGHBORS, AND OTHER WORK BEING PERFORMED ON OR NEAR THE SITE. 11 GRADE AREAS ADJACENT TO BUILDINGS TO ACHEIVE DRAINAGE AWAY FROM BUILDINGS. SLOPE 5%OR GREATER, AS MAYBE SHOWN, FOR THE FIRST 10'-0' TOWARDS APPROVED DRAINAGE FACILITIES. 12 FINISH FLOOR SHALL BE A MINIMUM 4" ABOVE ADJACENT FINISH GRADE. 13 DO NOT SCALE DRAWINGS. 14 VERIFY ALL ROUGH -IN DIMENSIONS FOR ALL BUILT-IN EQUIPMENT PRIOR TO PERFORMING WORK. NO CHANGE ORDERS WILL BE APPROVED FOR SUB -CONTRACTOR FAILURE TO DO SO. 15 THE SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, FITTING, OR PATCHING THAT MAYBE REQUIRED TO COMPLETE THE WORK 16 REPETITIVE FEATURES IN THE CONSTRUCTION DOCUMENTS ARE OFTEN DRAWN ONLY ONCE AND SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 17 THE SUB -CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPENCIES BETWEEN EXISTING CONDITIONS AND THOSE SHOWN ON THE CONSTRUCTION DOCUMENTS TO THE ARCHITECT. 18 ALL 3D IMAGES / DRAWINGS ARE INTENDED FOR GRAPHIC REPRESENTATION ONLY AND ARE PROVIDED FOR REFERNCE ONLY. SHEET INDEX DOCKET NUMBER PZ-2024-00128-V 0 Z 0 5 0} WZ a :1E v C O D L � V l}1.0 31.0 L V •� V Z Lw' Z , W O N ` / N 0 W N MUNICIPAL REVIEW Project Number 24022 Date 05/29/2024 Revisions # 1 Description I Date Index 0,010.0 ©2024 The Redmond Company 1 f fi- F �( AA S sit POlIV7_ —�� EORIVE Y s ` p ONESTCR �� Y BUILDING 3,500 SF SEiBA J -------------- ��oob000� ooa�00000050 -- µ��tl5 -�N �sE1 ACK \ ''. \ r EXISTING DAYCARE BUILDING E a A. k At T' 'e N 1 ARCHITECTURAL SITE PLAN AERIAL 1" = 50'-0" F9 025' S0' 100' SCALE: 1" = 50'-01, U 1 3 4 ZONING ORDINANCES REQUIREMENTS PROVIDED / PROPOSED • MUNICIPALITY: CITY OF CARMEL, INDIANA • ADDRESS 10920 N. MICHIGAN RD ZIONSVILLE, IN 46077 • PROPERTY AREA: 50,094 SF (1.15 ACRES) • GENERAL ZONING: B-3 • MIN. BUILDING AREA: 2,500 SF 3,500 SF PROPOSED PARKING • 9'X20'OR 10 X 18'W/2'BUMPER OVERHANG 9'X 18'STALLS 9' X 20' STALLS ADJACENT TO SIDEWALKS (RETAIL SALES) 1 PER 200 SF; MIN. (17) (31) PROVIDED; (2) ADA • BIKE RACKS • (2) SPACES FOR EACH 5,000 SF, MIN. (4) (6) PROVIDED • DRIVE-THRU STACKING • AUTOMATED TELLER MACHINE: (3) MIN EACH (4) PROVIDED FOR EACH • UNDERLYING- ZONING DISTRICT: AREA I SUBDISTRICT, GB: GENERAL BUSINESS DISTRICT • PERMITTED USE. YES • MAX LOT COVERAGE: 80% 67%IMPERVIOUS • FLOOR AREA RATIO: 170% 6 9% • BUILDING SETBACKS: • MICHIGAN ROAD: MIN. 30', MAX 120' MIN 107'-0" PROVIDED • WEST POINTE DRIVE: MIN. 15' MIN 18'-3"PROVIDED • REDD ROAD. MIN. 15' 150 0' PROVIDED OVERLAY DISTRICT: YES US-141 CORRIDOR OVERLAY DISTRICT • MAX. HEIGHT: 30' (20' ON ELEVATIONS ABUTTI NG RESIDENTIAL DISTRICT) 19'- 10" PROVIDED 1. ADDITIONAL e'ALLOWED FOR MECHANICAL SCREENS 5'-2" MECHANICAL SCREEN PROVIDED • MIN. HEIGHT: 20' 19'-10" PROVIDED (VARIANCE REQUIRED) • BUILDING MATERIALS: • FOUNDATION: BRICK, STONE, SPLIT -FACE BLOCK SPUT-FACE BLOCK • FACADE. BRICK OR STONE BRICK (2 COLORS) • ACCENTS (<10%): EIFS, WOOD CLAPBOARD EIFS (SEE ELEVATIONS FOR CALCS) SIDING, CEDAR SHINGLES, CONTRASTING BRICK OR STONE OVERLAY DISTRICT DESIGN STANDARDS • COMPLIMENT FEDERAL, GEORGIAN, ITALINATE ITALIANATE OR GREEK REVIVAL PERIOD • MUST HAVE DEFINED BASE, MIDDLE AND TOP YES • FACADE OVER 90' LONG MUST HAVE A 8' DEEP OFFSET (60' SEGMENT) N/A • SLOPED ROOFS SHALL BE 4:12 TO 1412 PITCH N/A • FLAT ROOFS SHALL MATCH HISTORICAL ARCHITECTURAL STYLE YES • MECHANICAL EQUIPMENT SHALL NOT BE VISIBLE (SCREENED) SCREENED • ENTRANCE SHALL BE DEFINED AND ARTICULATED BY ARCHITECTURAL ELEMENTS (LINTELS, COLUMNS, CANOPY, "PORCH" PEDIMENT, PILASTERS, COLUMNS, ETC.) — SEE PROJECT NARRATIVE FOR FULL DESCRIPTION OF BUILDING STYLE. O 1w i o V 3 �z L Z • Q� o N N 0 � B W N c MUNICIPAL REVIEW Project Number 24022 Date 05/29/2024 Revisions # Description Date ARCHITECTURAL SITE PLAN AERIAL 5 010.2 ©2022 The Redmond Company P 2 ZONING ORDINANCES REQUIREMENTS PROVIDED / PROPOSED • MUNICIPALITY: CITY OF CARMEL, INDIANA • ADDRESS 10920 N. MICHIGAN RD ZIONSVILLE, IN 46077 • PROPERTY AREA: 50,094 SF (1.15 ACRES) • GENERAL ZONING: B-3 • MIN. BUILDING AREA: 2,500 SF 3,500 SF PROPOSED PARKING • 9'X20'OR 10 X 18'W/2'BUMPER OVERHANG 9'X 18'STALLS 9' X 20' STALLS ADJACENT TO SIDEWALKS (RETAIL SALES) 1 PER 200 SF; MIN. (17) (31) PROVIDED; (2) ADA • BIKE RACKS • (2) SPACES FOR EACH 5,000 SF, MIN. (4) (6) PROVIDED • DRIVE-THRU STACKING • AUTOMATED TELLER MACHINE: (3) MIN EACH (4) PROVIDED FOR EACH • UNDERLYING- ZONING DISTRICT: AREA I SUBDISTRICT, GB: GENERAL BUSINESS DISTRICT • PERMITTED USE: YES • MAX LOT COVERAGE: 80% 67%IMPERVIOUS • FLOOR AREA RATIO: 170% 6.9% • BUILDING SETBACKS: • MICHIGAN ROAD: MIN. 30', MAX 120' MIN. 107'-0" PROVIDED • WEST POINTE DRIVE: MIN. 15' MIN. 18'-3"PROVIDED • REDD ROAD: MIN. 15' 150'-0" PROVIDED OVERLAY DISTRICT: VES US-141 CORRIDOR OVERLAY DISTRICT • MAX. HEIGHT: 30' (20' ON ELEVATIONS ABUTTI NG RESIDENTIAL DISTRICT) 19'- 10" PROVIDED 1. ADDITIONALB''ALLOWED FOR MECHANICAL SCREENS 5'-2" MECHANICAL SCREEN PROVIDED • MIN. HEIGHT: 20' 19'-10" PROVIDED (VARIANCE REQUIRED) • BUILDING MATERIALS: • FOUNDATION: BRICK, STONE, SPLIT -FACE BLOCK SPUT-FACE BLOCK • FACADE: BRICK OR STONE BRICK (2 COLORS) • ACCENTS (<10%): EIFS, WOOD CLAPBOARD EIFS (SEE ELEVATIONS FOR CALCS) SIDING, CEDAR SHINGLES, CONTRASTING BRICK OR STONE OVERLAY DISTRICT DESIGN STANDARDS • COMPLIMENT FEDERAL, GEORGIAN, ITALINATE ITALIANATE OR GREEK REVIVAL PERIOD • MUST HAVE DEFINED BASE, MIDDLE AND TOP YES • FACADE OVER 90' LONG MUST HAVE A 8' DEEP OFFSET (60' SEGMENT) N/A • SLOPED ROOFS SHALL BE 4:12 TO 14'12 PITCH N/A • FLAT ROOFS SHALL MATCH HISTORICAL ARCHITECTURAL STYLE YES • MECHANICAL EQUIPMENT SHALL NOT BE VISIBLE (SCREENED) SCREENED • ENTRANCE SHALL BE DEFINED AND ARTICULATED BY ARCHITECTURAL ELEMENTS (LINTELS, COLUMNS, CANOPY, "PORCH" PEDIMENT, PILASTERS, COLUMNS, ETC.) "SEE PROJECT NARRATIVE FOR FULL DESCRIPTION OF BUILDING STYLE. US-421 OVERLAY I � B-3 • B-2 011* SUBJECT PROPERTY ;l US-421 OVERLAY N 1 ARCHITECTURAL SITE PLAN AERIAL 1" = 50'-0" L-jF9 025' 50' 100' SCALE: 1" = 50'-0" 5 O D T w� W 3 �z N L Z a� o N � B W CDN MUNICIPAL REVIEW Project Number 24022 Date 05/29/2024 Revisions # Description Date NEIGHBORING PROPERTY ZONING A010.3 ©2022 The Redmond Company 15' ELECTRICAL \ • V Ec r FOINTE DR/ VE EASEMENT I I 5 \ \ PROPOSEDDUMPSTER PROPOSEDTRANSFORMER _ PROPOSED ` \ MONUMENTSIGN e j DIRECTIONAL I 2 SIGNAGE; 1-SIDED p ,w' 1i I K O L.L I 11 ,� Q 1 (] I I I PROPOSED 1 0" 0 I UTILITY METERS 1p1 11NE LLI I ,., III PPOPE0. m \ I 18' - 0" 25' - 0" 18- 0" O I � 'IT" 0, I TYP w MIN. LOYSEtBACK III 1 EMPEE PARRTNG ' IIII I III I 2B� 0.. I ,d MEMBER EpSEMENt EASEMENT LINE NE STORY PARMNG EASEMENT BUILDING I 20' 0" 9'- 0" 9'- 0" BICYCLE 1 11. - o.. 9' - o.. 3,500 SF PARIONG 20' SANR T EASEME I EASEMENT I I "' RM RM 20 0 I g NIGHT CONCRETE pEPO51T � ISIAND 5 P P II II1 DIRECTIONAL I L U U U 0 0 U H U 0 5 SIGNAGE; 1-SIDED I I DIRECTIONAL DIRECTIONAL - D UM SEteA SIGNAGE; 2-SIDED UM CK lN7M I I SIGNAGE; 2-SIDED I I MP, I 1 ,p m w 0 -a ---L-L; — ---- -- -- — — — EXISTING DAYCARE BUILDING N ARCHITECTURAL SITE PLAN I Al 1" = 20'0^ 0' 10, 20' 40' SCALE: 1" = 20'-0" 1 1 1 4 5 ZONING ORDINANCES REQUIREMENTS PROVIDED/PROPOSED MUNICIPALITY: CITY OF CARMEL, INDIANA • ADDRESS 10920 N. MICHIGAN RD ZIONSVILLE, IN 46077 • PROPERTVAREA: 50,094SF(1.15 ACRES) GFNFRAI ZONING: B-3 • MIN. BUILDING AREA: 2,500 SF 3,500 SF PROPOSED PARKING • YX 20'OR 10'X 18'W/2'BUMPER OVERHANG 9X 18'STALLS 9 X 20 STALLS ADJACENT TO SIDEWALKS • (RETAIL SALES) 1 PER 200 SF; MIN. (17) (31) PROVIDED; (2) ADA • BIKE RACKS • (2) SPACES FOR EACH 5,ODO SF, MIN. (4) (6) PROVIDED • DRIVE-THRU STACKING • AUTOMATED TELLER MACHINE: (3) MIN EACH (4) PROVIDED FOR EACH I_INDERLVING ZONING DISTRICT: AREA I SUBDISTRICT, GB: GENERAL BUSINESS DISTRICT • PERMITTED USE: YES • MAX LOT COVERAGE: 80% 67%IMPERVIOUS • FLOOR AREA RATIO: 170% 6.9% • BUILDING SETBACKS: • MICHIGAN ROAD: MIN. 30', MAX 120' MIN. 107 - 0" PROVIDED • WEST POINTE DRIVE: MIN. 1S' MIN. 18'-3"PROVIDED • REDD ROAD: MIN. 15, 150'- 0" PROVIDED OVERLAY DISTRICT: YES US-141 CORRIDOR OVERLAY DISTRICT • MAX. HEIGHT: 30' (20' ON ELEVATIONS ABUTTING RESIDENTIAL DISTRICT) 19' - 10" PROVIDED 1. ADDITIONAL 8'ALLOWED FOR MECHANICALSCREENS 5'-2" MECHANICAL SCREEN PROVIDED • MIN. HEIGHT: 20' 19' - 10" PROVIDED (VARIANCE REQUIRED) • BUILDING MATERIALS: • FOUNDATION: BRICK, STONE, SPLIT -FACE BLOCK SPLIT -FACE BLOCK • FACADE: BRICK OR STONE BRICK (2 COLORS) • ACCENTS (<10%): EIFS, WOOD CLAPBOARD EIFS (SEE ELEVATIONS FOR CALCS) SIDING, CEDAR SHINGLES, CONTRASTING BRICK OR STONE OVERLAY DISTRICT DESIGN STANDARDS • COMPLIMENT FEDERAL, GEORGIAN, ITALINATE ITALIANATE OR GREEK REVIVAL PERIOD • MUST HAVE DEFINED BASE, MIDDLE AND TOP YES • FACADE OVER 90' LONG MUST HAVE A 8' DEEP OFFSET (60' SEGMENT) N/A • SLOPED ROOFS SHALL BE 4:12 TO 1412 PITCH N/A • FLAT ROOFS SHALL MATCH HISTORICAL ARCHITECTURAL STYLE YES • MECHANICAL EQUIPMENT SHALL NOT BE VISIBLE (SCREENED) SCREENED • ENTRANCE SHALL BE DEFINED AND ARTICULATED BY ARCHITECTURAL ELEMENTS (LINTELS, COLUMNS, CANOPY, "PORCH" PEDIMENT, PILASTERS, COLUMNS, ETC.) — SEE PROJECT NARRATIVE FOR FULL DESCRIPTION OF BUILDING STYLE. P Q c •0 D lw i o V 3 �z L Z •� Q� o N N B W N MUNICIPAL REVIEW Project Number 24022 Date 05/29/2024 Revisions # I Description Date ARCHITECTURAL SITE PLAN 5 010.1 ©2022 The Redmond Company Z g O - 0 0 0 Z ; W' a w � o = O o � V 0 O ONION w� W L � V L Z , Q� o N UTILITY METERS7ACCESS ' VESTIBULE u N EMPLOYEE j ENTRANCE r CORRIDOR 10S RESTROO CLOSET 119 125 MUNICIPAL REVIEW LOBBY DATA 01 123 Project Number 24022 RESTROOM Date 05/29/2024 126 Revisions ❑ _ # I Description Date WORK � ROOM 127 � BREAK N — — — ROOM 107 04' 8' SCALE: 1/8" = V-D^ 16 FIRST FLOOR PLAN 020.0 2 3 I I 5 ©2022 The Redmond Company II II II II II II II II II II ■®■■■ ■■■ Emmons ■ ■■I (1)SOUTH ELEV PRESENTATION METAL WRAPPED ACCENT BRACKET FRAMED ALUMINUM LOUVER FORMED METALCORI ICE METAL RAPPED ACCENT BRACKETS EIFS BAND F BE gu 1, ca SOLDIER COURSE ( BLACKALUM'. a FRAMED STOREI CAST STONE SILL SPIT -FACE CONCRETE BLOCK(C 2 LAS 1 tLLV F'KLbLN I A I IUN 1/8" = 1'-0. FORMED METAL CORNICE FRAMED ALUMINUM LOUVER FORMED METAL CORNICE _ METAL -WRAPPED ACCENT BRACKETS INTERNALLY -LIT SIGNAGE BRICK(BRK-3) rIII�IIII�III yIIII ENTRANCE CANOPY UM- r ITS BICKALUMIN FRAMED STOREFRONT SPLIT -FACE CONCRETE BLOCK (CMU-1) T­ SPANDREL GLA➢NG 3 NORTH ELEV PRESENTATION FORMED METAL CORNICE FRAMEDALUMINIM LOUVER THIN BRICK (BRK-2) FORMED METAL CORNICE EIFS BAND (EIFS-1) SOLDIER COURSE(BRK-1) a BRICK(BRK-1) LWi UP -DOWN WALL SCONCE SOLDIER COURSE(BRK-3) CAST STONE SILL (CS-1 SPLITFACECONCRETE BLOCK (CMU-1) THIN BRICK(BRK-2) (FORMED METAL CORNICE METAL WRAPPED ACCENT BRACKETS SOLDIER COURSE (BRK-2) BRICK (BRK-2) INTERNALLY -LIT SIGNAGE Q (FORMED METAL CORNICE (ENTRANCE CANOPY BLACK ALUMINUM FRAMED m O SIGNAGE BACKING(W) =11'-8" SIGNAGE(W) =6'-7" PERCENTAGE = 56.7% SIGNAGEBACIUNG(H)=6'-11" SIGNAGE(H) PERCENTAGE =ITS% FORMED METAL CORNICE FRAMEDALUMINUM LOUVER THIN ERICK(BRK-2) FORMED METAL CORNICE BAND(EIFS-1) HER COURSE (BRK-1) K(BRK-1) V ~ 2 TOWN WALL SCONCE HER COURSE(BRK-3) a 7Y METERS m Ci O STONE SILL (CS-1) -FACE CONCRETE SIGN GE BACKING PA9 = 11' - 8" SIGNAGE(W) =6'-7" PERCENTAGE =S6.T% SIGN GE BACKING (H) = 6-11" SIGNAGE(H) =5'-3' PERCENTAGE =75% METAL WRAPPED ACCENT BRACKETS FRAMEDALUMINUM LOUVER FORMED METAL CORNICE FRAMED ALUMINUM LOUVER THIN( BWCK (BRK-2) THINBRICKRICK(ERK-2) FORMED METAL CORNICE METAL -WRAPPED — FORMED METAL CORNICE ACCENT BRACKETS EIFS BAND (EIFS-1) - EIFS BAND (EIFS-1) SOLDIER COURSE (BRK-1) SOLDIER COURSE (BRK-1) BRICK (BRK-17 BRICK (BRK-1) _ EXTERIOR WALL PACK _ UP -DOWN WALL SCONCE '' _ ry t ¢ V LIGHT ___—_ _________ -----y SOLDIER COURSE (BRK-37 o a CAST STONE SILL (CS-1) NIGHT DEPOSIT BOX m � O SPLIT -FACE CONCRETE BLOCK CAST STONE SILL (CMU-1) - (CS-1) UTILITY METERS --' SPLIT -FACE CONCRETE BLOCK (CMU-1) 4 WEST ELEV PRESENTATION SPANDREL GLAZING /a' - 1'-0' MATERIAL CALCULATIONS OVERALL WALL AREA: 1,320 IF WALL AREA (W/OUT GLAZING): 1,010 IF ITS MASONRY: En IF (9%) 920 IF (91%) GIAZING: 310 IF OVERALL WALL AREA 1,261 IF WALL AREA (W/OUT GLAZING): ITS 805 IF 85 SF MASONRY: (1011h) 720IF (90%) GL NG: 456 IF SOUTH ELEVATION OVERALL WALL AREA: 1,3155F WALL AREA (\V/OUT GLA➢NG): 1,027 IF EIFS: 785F ( MASONRY: IF (9292%) GLAZNG: 288 288 IF WEST L OVERALLWALL WALLAREA 1,2555F WALL AREA (V/OUT GLAZING): 1,084 IF ITS MASONRY: 74 F ( 1,01010IF (9393%) GLAZING: 171 IF 'LOUVERSNOTWaIU IMOVIR LL CALCULAnONS EXTERIOR MATERIAL LEGEND $VSTEM !EIFS 1IA 6BICK VENEER K-m: CAST STONE SILL ICS-il SPLITFACECONCRETE 1Cr.1u.11: COLORS SHOWN ARE APPROXIMATE. FINAL COLORS WILL BE DETERMINED THROUGH SELECTION OF ACTUAL MATERIALS. BOLLARD; PAINTED T MATCH CS- DUMPSTER CAL PADLOCKAND CASTSTONE COPING (CS-1) BRICK (BRK-1) A030.0 s V V 6 IAIII A030.0 \/ J ENLARGED DUMPSTER ENCLOSURE PLAN 1, - 1'-0" 6 DUMPSTER ENCLOSURE - FRONT ELEV. / DUMPSTER ENCLOSURE - SIDE ELEV. / o \DUMPSTER ENCLOSURE - REAR ELEV. V �Il ti� V LIS�L��• ORIgnoir UNO(D B' FRONT VIEW SIDE VIEW 6 W-'W KME:N'-Td SQUARE FOOTAGE! 34.69' QTY. G MANUFACTURE &INSTALL INTERNALLY ILLUMINATED CHANNEL LETTERS AND LOGO. LOGO AND LETTERS TO CONSIST OF ALUMINUM RETURNS, ACRYLIC FACES, WHITE TRIM -CAP AND WHITE LED LOGO FACE TO HAVE TRANSLUCENT DIGITALLY PRINTED GRAPHICS. -CREDIT UNION LETTERS TO BE ROUTED I' THICK ACRYLIC LETTERS. LOGO AND LETTERS TO BE INDIVIDUALLY MOUNTED TO EXTERIOR WALL. 0 a o 11 C .0 yD T V �i �3 L W MUNICIPAL REVIEW Project Number 24022 5 BUILDING ELEVATIONS k030.0 ©2022 The Redmond Company • i--e ROOM, I�Mm mo loll i Jill. ��� tr � ��, III ./• II - 4 Q O - 3 w LLI T00 z 4 - " 0 1 r 1�1 1 3D RENDERING - VIEW FROM NORTHEAST W 12"uj mwlgd W N J 1•.4 J u w Z z W N MUNICIPAL REVIEW I- Project Number 24022 Date 05/29/2024 Revisions # Description Date 2 3D RENDERING - VIEW FROM SOUTHWEST EXTERIOR RENDERINGS 12.. = 1.-0.. 2 5 040.1 ©2023The Redmond Company 2I_1 all ►r�wrRrrr �sarai7+w i �rii�rr rr 7►aw�Rrrr lrr:►fR:R1:7 �sirai7 a,q i�aii�:�r rr 7►aw�Rfrr ■ •ir:► f R:R r:7 FRONT VIEW BACK VIEW SCALE: 1/2"=1' 0" SCALE: 1/2" =1 %0" QTY: 2 MANUFACTURE & INSTALL DIGITALLY PRINTED WRAP FOR TWO ATM STRUCTURES. 0 0 WHITE PMS 672 C PMS 674 C PMS 7648 C PMS 7650 C Everwise Credit Union ITM DRAWINGS RIGHT SIDE VIEW SCALE: 24022 THE COMPANY 05/29/2024 ©2023The Redmond Company 2'-8 v rn m v o m iD 00 2' - 0" FORMED ALUMINUM CORNICE FORMED ALUMINUM SIGNAGE; BY OWNER o CMU-1 6 SF SIGN 0_M, ONUMENT SIGN - LEFT 6'-0" 5' - 4" 14 SF SIGN (FRONT) 14 SF SIGN (BACK) 2 MONUMENT SIGN -FRONT 1 /2" = 1'-0" (BACK IS OPPOSITE) 30.00" 0 1 30.00" 1. 2'-8" v rn m FORMED ALUMINUM CORNICE FORMED ALUMINUM SIGNAGE; BY OWNER o in iD BRK-1 CMU-1 00 2'-0" FORMED ALUMINUM CORNICE BRK-1 CMU-1 3 MONUMENT SIGN -RIGHT EXTERIOR MATERIAL LEGEND O. SYST THIN BRICK VENEER (BRK-2): 30.00" 30 00 BRICK VENEER (BRK-3): CAST STONE SILL (CS-1) SPLIT -FACE CONCRETE BLOCK Lj C( MU-1): COLORS SHOWN ARE APPROXIMATE. FINAL COLORS WILL BE DETERMINED THROUGH SELECTION OF ACTUAL MATERIALS. FRONT VIEW BACK VIEW SIDE VIEW FRONT VIEW BACK VIEW SIDE VIEW SCALE: 3/4"=1'-0" SCALE: 3/4'=1'•0" SCALE: 3/4-=1'-0' SCALE: 3/4"=1'-0" SCALE: 3/4-=T-0" SCALE: 3./4' -1' 0" SIGN DIMENSION = 16" X 24" AREA = 2.6 SF (EACH SIDE) SIGN DIMENSION = 16" X 24" AREA = 2.6 SF , THE Eve rwi se Credit Union NOTE: FOR REFERENCE ONLY. DIRECTIONAL SIGNAGE TO BE DETERMINED DURING DESIGN PHASE AND CAN BE SUBMITTED FOR APPROVAL LATER. I, R E D M O N D COMPANY SIGNAGE DRAWINGS 24022 OS/29/2024 © 2023 The Redmond Company