M1 BANK PETITION FOR FINAL SITE PLAN APPROVAL & CONDITIONAL USE PERMIT MANCHESTER ROAD DES PERES, MO 63131
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1 M1 BANK PETITION FOR FINAL SITE PLAN APPROVAL & CONDITIONAL USE PERMIT MANCHESTER ROAD DES PERES, MO N. BALLAS RD BOPP RD PRELIMINARY - NOT FOR CONSTRUCTION SHEET INDEX - SITEPLAN & CUP G-0 COVER SHEET C1 OF 2 CIVIL COVER SHEET C2 OF 2 MASTER DEVELOPMENT PLAN L1.0 LANDSCAPE MITIGATION PLAN L1.1 LANDSCAPE DEVELOPMENT PLAN A-1 ARCHITECTURAL SITE PLAN A-2 EXISTING PHOTOS A-3 BUILDING ELEVATIONS A-4 BUILDING ELEVATIONS A-5 CANOPY ELEVATIONS A-6 EXTERIOR RENDERING A-7 TRASH ENCLOSURE A-8 SIGNAGE E-1 SITE LIGHTING PHOTOMETRICS - NW QUADRANT E-2 SITE LIGHTING PHOTOMETRICS - NE QUADRANT E-3 SITE LIGHTING PHOTOMETRICS - SE QUADRANT E-4 SITE LIGHTING PHOTOMETRICS - SW QUADRANT E-5 SITE LIGHTING PHOTOMETRICS - SCHEDULES APPENDIX A DRAFT TRAFFIC STUDY REPORT EXPLANATION OF IMPROVEMENTS THIS PROJECT CONSISTS OF RENOVATION OF AN EXISTING BRICK BUILDING. THE BUILDING WAS FORMERLY A MERCANTILE USE AND WILL BE RENOVATED TO SERVE AS A BANKING FACILITY (BUSINESS OCCUPANCY). A FREESTANDING DRIVE-THRU CANOPY WILL BE ADDED IN THE EXISTING PAVED AREA TO THE WEST OF THE BUILDING. THE MAJORITY OF THE EXTERIOR IS INTENDED TO REMAIN. THE BRICK WILL BE STAINED, EXISTING EIFS PAINTED AND SOME PORTIONS OF EIFS WILL BE REPLACED WITH STAINED BRICK TO MATCH. THE FRONT ENTRY TOWER WILL BE REWORKED TO REMOVE THE EXISTING VESTIBULE DOORS. PORTIONS OF THE BRICK ON THE EXISTING FRONT COLUMNS WILL BE REMOVED AND REPLACED WITH STONE-LIKE MATERIAL TO MATCH THE PAINTED EXISTING EIFS. THIS COULD BE EIFS, THIN STONE PANELS OR REAL STONE. EXISTING WINDOW OPENINGS WILL BE ENLARGED AND REPLACED WITH NEW WINDOWS. SOME NEW OPENINGS WILL BE ADDED. THE FREESTANDING DRIVE-THRU WILL BE OF SIMILAR DESIGN AND MATERIAL TO THE REWORKED FRONT ENTRY TOWER. PARKING ALONG THE SOUTH AND EAST SIDES OF THE BUILDING WILL REMAIN. THE WEST SIDE PAVING WILL BE MODIFIED TO INCORPORATE THE DRIVE-THRU AREA. THE BANK WILL OFFER A FULL RANGE OF PERSONAL AND BUSINESS PRODUCTS THAT WILL DELIVER PROGRESSIVE BANKING SOLUTIONS BASED ON AN INDIVIDUAL'S NEEDS AND FINANCIAL GOALS, AS WELL AS INCLUDING CREDIT AND CASH MANAGEMENT SERVICES TO THEIR BUSINESS RELATIONSHIPS. OTHER SERVICES WILL INCLUDE DIRECT DEPOSIT, ONLINE BANKING, BILL PAY, E-STATEMENTS, MOBILE ACCESS, AND ANYTIME ATM. THE BANK WILL OFFER A FULL-SERVICE FACILITY WITH A WALK-IN LOBBY AND DRIVE THRU, AS WELL AS A 24-HOUR ACCESSIBLE ATM. THE HOURS OF OPERATION WILL BE: LOBBY DRIVE-THRU MONDAY-FRIDAY 9am - 5pm 8:30am - 5pm SATURDAY 9am - noon 9am - noon SUNDAY Closed Closed MANCHESTER RD LINDEMANN RD 2009 INTERNATIONAL BUILDING CODE ZONING CLASSIFICATION C-1 COMMERCIAL DISTRICT LOCKETT RD DESCRIPTION OF WORK RENOVATION OF EXISTING 1 STORY BRICK BUILDING WITH NEW DRIVE-THRU CANOPY STRUCTURE USE GROUP: FIRE SUPPRESSION SYSTEM: B (BUSINESS) UNPROTECTED CONSTRUCTION TYPE: VB (IBC 602.5) ALLOWABLE AREA: 9,000 SF ALLOWABLE, 2 STORIES (40' TALL) (IBC T503) AREA OF WORK: LOCATION MAP NOT TO SCALE CODE INFORMATION - DES PERES, MO BUILDING = 5,918 SF EXISTING, 118 SF VESTIBULE TO BE REMOVED NEW BUILDING TOTAL = 5,800 GSF CANOPY = 1,100 GSF N. GEYER RD COVER SHEET 0" 1/2" 1" G-0
2 UTILITY INFORMATION DES PERES FIRE PROTECTION DISTRICT 1000 NORTH BALLAS ROAD CITY OF DES PERES, MISSOURI (314) METROPOLITAN ST. LOUIS SEWER DISTRICT 2350 MARKET STREET ST. LOUIS, MISSOURI (314) CONTACT: ENGINEERING MISSOURI-AMERICAN WATER COMPANY 727 CRAIG ROAD CREVE COEUR, MISSOURI (314) CONTACT: DAVE MOORE AMEREN UE PO BOX ST. LOUIS, MISSOURI (314) CONTACT: DAVE MUNTINE SPIRE (GAS COMPANY) 720 OLIVE STREET ST. LOUIS, MISSOURI (314) CONTACT: DAN RYAN AT & T 909 CHESTNUT STREET ST. LOUIS, MISSOURI (314) CONTACT: R.O.W. DEPARTMENT
3 4 LOT 18 6 COUNTRYSIDE IN DES PERES PB. 339 PG. 6 LOT 17 PART OF LOT A OF WEINHARDT SUBD. PB.360 PG SQUARE FEET ACRES GREASE SAN GAS ELECTRIC WATER LOT 16 LOT 15
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6 NEW TRASH ENCLOSURE SEE SHEET A-7 23' - 6" PRELIMINARY - NOT FOR CONSTRUCTION 50' - 0" 35 40' - 0" FRONT SETBACK PER ZONING LOCKETT ROAD RIGHT-OF-WAY REAR SETBACK DRIVE-THRU CANOPY STRUCTURE 42' - 5" 1 ARCHITECTURAL SITE PLAN A-1 1" = 30'-0" 25' - 11" 15' - 0" EXISTING BUILDING EXISTING SIGN LOCATION TO BE REUSED 14 60' - 0" MANCHESTER RIGHT-OF-WAY FRONT SETBACK FROM MANCHESTER 22 ARCHITECTURAL SITE PLAN 0" 1/2" 1" A-1
7 EXISTING BRICK TO BE STAINED. PORTIONS AT ENTRY COLUMNS REMOVED AND REPLACED WITH EIFS OR STONE ALL AWNINGS TO BE REMOVED, WINDOWS TO BE ENLARGED EXISTING EIFS PARAPET AND WALLS TO REMAIN, TO BE PAINTED "STONE" COLOR NEW WINDOWS THIS FACADE, EIFS REPLACED WITH STAINED BRICK PORTION OF DRIVE REMOVED AND REPLACED WITH LANDSCAPING AND PATIO AREA LOADING DOCK TO BE REMOVED PRELIMINARY - NOT FOR CONSTRUCTION EXISTING FRONT / SOUTH ELEVATION EXISTING EAST ELEVATION EXISTING NORTH ELEVATION DUMPSTER ENCLOSURE TO BE REMOVED PAVING REWORKED FOR DRIVE-THRU CANOPY LOADING DOCK TO BE REMOVED EXISTING PHOTOS EXISTING NORTH ELEVATION EXISTING WEST ELEVATION EXISTING DUMPSTER ENCLOSURE - TO BE REMOVED 0" 1/2" 1" A-2
8 BACKLIT BUILDING MOUNTED LETTERS 14' - 2" PIN MOUNTED LETTERS/NUMBERS 2' - 0" EXISTING EIFS PARAPET PAINTED TO MATCH NEW COLUMN WRAPS AT ENTRY TOWER NEW BRICK DUMPSTER ENCLOSURE BEYOND. SEE SHEET A-7 28' - 5 1/4" NEW ENLARGED WINDOWS WITH DECORATIVE SCREEN, TYP. PRELIMINARY - NOT FOR CONSTRUCTION EXISTING TRANFORMER TO REMAIN 1 SCHEMATIC SOUTH ELEVATION A-3 1/8" = 1'-0" EXISTING EIFS WALL PANELS TO BE PAINTED PORTION OF EIFS TO BE REMOVED AND REPLACED WITH STAINED BRICK EXISTING VESTIBULE ENCLOSURE REMOVED. ENTRY REWORKED AND PARTIALLY RECLAD NEW DOOR OPENING 19' - 8 3/4" NEW COLUMN WRAPS OF EIFS OR "STONE" EXISTING BRICK - STAINED TYP. BUILDING ELEVATIONS 0" 1/2" 1" 2 SCHEMATIC WEST ELEVATION A-3 1/8" = 1'-0" A-3
9 EXISTING EIFS PARAPET AND WALL PANELS TO BE PAINTED EXISTING OVERHEAD DOOR TO BE REMOVED AND REPLACED BY ONE WITH MORE GLAZING PRELIMINARY - NOT FOR CONSTRUCTION 2 SCHEMATIC NORTH ELEVATION A-4 1/8" = 1'-0" EXISTING VESTIBULE ENCLOSURE REMOVED. ENTRY REWORKED AND PARTIALLY RECLAD PORTION OF EIFS REMOVED AND REPLACED WITH STAINED BRICK NEW WINDOW OPENINGS BUILDING ELEVATIONS 0" 1/2" 1" 1 SCHEMATIC EAST ELEVATION A-4 1/8" = 1'-0" A-4
10 PRELIMINARY - NOT FOR CONSTRUCTION CANOPY SKYLIGHT, POSSIBLY TO INCLUDE PV PANELS DRIVE-THRU CANOPY COLUMNS AND ROOF CLAD WITH EIFS / "STONE" PANELS TO MATCH EXISTING BUILDING 3' /8" CANOPY ELEVATIONS 20' - 0 3/8" 23' - 11" 0" 1/2" 1" 2 A-5 SCHEMATIC CANOPY WEST ELEVATION (EAST SIM) 1/8" = 1'-0" 1 A-5 SCHEMATIC CANOPY SOUTH ELEVATION (NORTH SIM) 1/8" = 1'-0" A-5
11 PRELIMINARY - NOT FOR CONSTRUCTION EXTERIOR RENDERING 0" 1/2" 1" A-6
12 10' - 0" SIGHT PROOF GATE STONE CAP BRICK TO MATCH THE BUILDING 6" DIA STEEL PIPE BOLLARD FILL W/ CONC 4' - 0" EXPANSION JOINT 8' - 0" 2' - 6" 12" DIA CONC PIER TO 36" BELOW FIN GRADE. PIPE TO 30" BELOW GRADE BRICK WATER TABLE COURSE TO MATCH THE BUILDING PRELIMINARY - NOT FOR CONSTRUCTION 10' - 0" 8' - 0" 8' - 0" 5 BOLLARD (ARB) A-7 1/4" = 1'-0" 13' - 10" 4 TRASH ENCLOSURE SECTION A-7 1/4" = 1'-0" 6"X6" GATE POST FILLED W/ CONC. MIN 30" DELOW GRADE, TYP. EJ CJ EJ 6" PCC W/ REINF. 6X6XW1.4XW1.4 10' - 0" CJ EJ 12' - 8" TRASH ENCLOSURE 4 Sim A-7 3 TRASH ENCLOSURE SIDE ELEVATION A-7 1/4" = 1'-0" SIGHT PROOF GATE 2 TRASH ENCLOSURE FRONT ELEVATION A-7 1/4" = 1'-0" SIGHT PROOF GATE 1 TRASH ENCLOSURE PLAN A-7 1/4" = 1'-0" 0" 1/2" 1" A-7
13 9 3/4" 3 SF ILLUMINATED LETTERING PRELIMINARY - NOT FOR CONSTRUCTION 5' - 6" 1' - 0" 3" 1' - 0" 3' - 0" 3" 3" 1" M1 BANK 4' - 6 1/2" 6' - 6" 13.5 SF COMMANDER BOARD SIGN 4' - 9 1/8" 9 1/8" 3' - 0" 1' - 0" 4' - 6 1/2" 6' - 6" SIGNAGE NEW SIGN USES EXISTING SIGN STRUCTURE. EXISTING RUSSELL STOVER SIGN REMOVE CAP AND ADD STONE BANDING, CAP AND NEW FACE FOR LETTERING. REPLACE BRICK VENEER WITH STONE VENEER TO MATCH RENOVATED BUILDING EXTERIOR. ILLUMINATED SIGNAGE PANELS FOR RUSSELL STOVER ARE REPLACED WITH COMMANDER BOARDS. ELEVATION IS THE SAME ON BOTH FACES. 1 MONUMENT SIGNAGE ELEVATION A-8 3/4" = 1'-0" 0" 1/2" 1" A-8
14 NW QUADRANT NE QUADRANT SITE LIGHTING PHOTOMETRICS NW QUADRANT NE QUADRANT 0.8 SW QUADRANT SITE LIGHTING PHOTOMETRICS - NW QUADRANT E-1 1" = 20'-0" SE QUADRANT CANOPY STRUCTURE SW QUADRANT SE QUADRANT 0" 1/2" 1" E-1
15 NW QUADRANT NE QUADRANT SITE LIGHTING PHOTOMETRICS 2.6 MATCHLINE NW 4.5 QUADRANT NE QUADRANT SW QUADRANT CANOPY STRUCTURE SW QUADRANT SE QUADRANT SITE LIGHTING PHOTOMETRICS - NE QUADRANT E-2 1" = 20'-0" SE QUADRANT 0" 1/2" 1" E-2
16 MATCHLINE NW QUADRANT SW QUADRANT CANOPY STRUCTURE NW QUADRANT NE QUADRANT NE QUADRANT SE QUADRANT SF SF SF SF EXISTING SIGN LOCATION TO BE 1.5 REUSED MANCHESTER RIGHT-OF-WAY SW QUADRANT SE QUADRANT 3 SITE LIGHTING PHOTOMETRICS - SE QUADRANT E-3 1" = 20'-0" SITE LIGHTING PHOTOMETRICS 0" 1/2" 1" E-3
17 NW QUADRANT NE QUADRANT NW QUADRANT NE QUADRANT SW QUADRANT SE QUADRANT LOCKETT ROAD 0.0 RIGHT-OF-WAY CANOPY STRUCTURE SF SF SF SF EXISTING SIGN LOCATION TO BE 1.5 REUSED SITE LIGHTING PHOTOMETRICS 4 SITE LIGHTING PHOTOMETRICS - SW QUADRANT E-4 1" = 20'-0" SW QUADRANT SE QUADRANT 0" 1/2" 1" E-4
18 Luminaire Schedule Symbol Qty Label Arrangement Manufacturer Description Lum. Watts Total Watts LLF BUG Rating 1 SA SINGLE PHILIPS GARDCO ECF-S-32L-1.2A-NW-G2-AR-3-UNV-BK-HIS-ECF-RAM-G2-BK B1-U0-G2 4 SB SINGLE PHILIPS GARDCO ECF-S-32L-1.2A-NW-G2-AR-4-UNV-BK-HIS-ECF-RAM-G2-BK B1-U0-G3 12 SC SINGLE LITON LIGHTING CH648UE-10/CR6L36SW-T B2-U1-G1 10 SE SINGLE Liton Lighting Inc WLP31B-25W-UN-DUN-SH UPLIGHT N.A. 1 SA - CHANGE TWIN TO SINGLE SINGLE PHILIPS GARDCO ECF-S-32L-1.2A-NW-G2-AR-3-UNV-BK-HIS-ECF-RAM-G2-BK B1-U0-G2 1 SA - NEW POLE ASSEMBLY SINGLE PHILIPS GARDCO ECF-S-32L-1.2A-NW-G2-AR-3-UNV-BK-HIS-ECF-RAM-G2-BK/SSS D1-BLP B1-U0-G2 8 SF SINGLE PHILIPS-HADCO LIGHTING I35NNFC B2-U0-G0 5 SG SINGLE PHILIPS GARDCO 111L-16L-550-NW-G2-4-UNV-BK B1-U0-G1 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min FRONT ENTRY Illuminance Fc PARKING AND DRIVES Illuminance Fc SPILL Illuminance Fc N.A. N.A. Under Canopy Illuminance Fc Notes: Pole Mounting Height 20'0" plus 2.5' concrete pedestal Under Canopy Downlight Mounting Height 15.4' or 14.0' at the front of Under Canopy Uplight Mounting Height 16.4' Exterior Wall Bracket Mounting Height 9.5' to bottom Calculation Points: 10' x 10' Spacing TRANSLUCENT ROOF 50% TRANSMITTANCE MAINTAINED LIGHT LEVELS ISOFC CURVES ARE FOR.5 FC, MAINTAINED SITE LIGHTING PHOTOMETRICS 5 SITE LIGHTING PHOTOMETRICS - SCHEDULES E-5 1" = 20'-0" 0" 1/2" 1" E-5
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