7642 Gall Blvd - Laserfiche WebLink

Browse Search

k1nTF• SEE THE LANDLORD WORK LETTER FOR CONDUITS REQUIRED FROM SPACE 100 FOR MENU BOARDS, SPEAKERS. MONUMENTS SIGNS. VERIFY LOCATIONS WITH TENANTS PLANS AND TENANT REPRESENTATIVE. ZONING DATA: BUILDING SET BACKS: REQUIRED PROVIDED PROPERTY OWNER: SF ZEPHYR COMMONS OUTPARCELS LLC 400 CLEMATIS ST SUITE 201 FRONT: 30'-0" 81'-8" WEST PALM BEACH, FL 33401 SIDE: 0'-0" 58'-6" - 23'-9" PROPERTY LOCATION: SITE LIES ON EAST SIDE OF 301 BETWEEN (NORTH) (SOUTH) KOSSIK RD AND PRETTY POND RD REAR: 20'-0" 60'-0" ZEPHYRHILLS BUILDING SEPARATION: 15-0" N/A LEGAL DESCRIPTION: SEE BOUNDARY SURVEY BUILDING AREA: (FAR) 19,050 SF 6,430.00 SF PROPERTY ACREAGE: 38,101 SF (0.87 ACRES) BUILDING HEIGHT: MAXIMUM PROVIDED 55'-0" 24'-8" PROPERTY ZONING: C-2 PROPERTY USE: EXISTING PROPOSED PROPERTY LAND USE: MIXED USE (MU) NONE RETAIL COMMERCIAL TRACT FEATURE SITE PLAN LEGEND: #) AMOUNT OF PARKING PROJECT BOUNDARIES ENCLOSURE ❑ PROPOSED DRAINAGE INLET. REFER CIVIL DRAWINGS r----- EXTERIOR CANOPIES ABOVE GENERAL NOTES: PROPOSED BUILDING ENCLOSURE CONCRETE SIDEWALK LANDSCAPE AREA PROPOSED ASPHALT AREA 1. G.C. SHALL COORDINATE ALL THE SITE WORK WITH CIVIL, PLUMBING. MECHANICAL, STRUCTURAL, ELECTRICAL AND ARCHITECTURAL DRAWINGS. G.C. SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO BIDDING AND COMMENCE WORK. 2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK. PRIOR TO CONSTRUCTION. 3. G.C. SHALL COORDINATE WITH ALL UTILITY COMPANIES AS REQUIRED AND SHALL PROVIDE ALL REQUIRED UTILITY WORK TO BE PERFORMED AS INDICATED BY CIVIL, PLUMBING, MECHANICAL, STRUCTURAL. ELECTRICAL AND ARCHITECTURAL DRAWINGS AND/OR REQUIRED BY UTILITY COMPANIES. G.C. SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCE WORK. 4. G.C. SHALL COORDINATE WITH LOCAL POSTAL SERVICE PROVIDER FOR LOCATION, INSTALLATION AND PURCHASE OF REQUIRED MAILBOXES. G.C. SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCE WORK. 5. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR CONSTRUCTION SITE SAFETY 6. DURING THE CONSTRUCTION AND OR MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED BY THE CONTRACTOR. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF HIS PERSONNEL. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDER/�L REGISTER OF THE DEPARTMENT OF TRANSPORTATION SITE PLAN KEYED NOTES: ITEM # DESCRIPTION ASPHALT PAVING - SURFACE REFER TO CIVIL DRAWINGS CONCRETE CURB. REFER TO CIVIL DRAWINGS ❑HANDICAP 3 PARKING, 12' X 18' ACCESSIBLE PARKING SPACE ADA COMPLIANT W/ 5'-0" WIDE PEDESTRIAN ACCESS DELINEATED WITH 4" PAINTED STRIPES AND PROVIDED WITH INTEGRAL BLACK COLORED CONCRETE. STRIPE PARKING, 4" WIDE WHITE STRIPES TWO COATS, TYPICAL ALL PARKING SPACES. aLANDSCAPE AREA, SEE LANDSCAPE PLAN FOR PLANTING TO BE INSTALLED, WHERE LANDSCAPE IS TO REMAIN PROTECT FROM ADJACENT CONSTRUCTION OPERATIONS AND REPAIR DAMAGE. 6" EXTERIOR CONC. PATIO SLAB W/ CONTROL JOINTS AS SHOWN MAX. SLOPE 1 5% TO 2% MAX.. REFER TO DETAIL 8/SP-2.0 & CIVIL DRAWINGS. 7❑ COMM DN CMU DUMPSTER ENCLOSURE. REFER TO DETAIL 1 ON SHEET SP-2.0 7A NOT JSED ❑CONCRETE 8 SIDEWALK SLAB/BRUSH FINISH WITH TOOLED JOINTS AT 5'-0" MAX ON 95% COMPACTED GRANULAR FILLWAXIMUM RUNNING SLOPE IS 5%. MAXIMUM CROSS SLOPE IS 2%. REFER TO CIVIL DRAWINGS. SEE SP-2 FOR DETAILS 9a ACCESSIBLE H.C. STRIPPING ROUTE. REFER TO DETAIL 3 ON SHEET SP-2.0 10 5' W. PEDESTRIAN ACCESS WAY. 11 9'-0" X 20'-0" PARKING SPACES FOR MARKING AND STRIPING DETAILS, SEE: CIVIL DWG'S 12 12'-0" V/ X 6" D CONCRETE REINFORCED SLAB. REFER TO CILVIL FOR ADDITIONAL REQUIREMENTS. 13 PROPOSED LOCATION FOR MONUMENT/PYLON SIGNAGE. G-C. TO COORDINATE FINAL _OCATION W/ LANDLORD REQUIREMENTS - THIS NOT PART OF THIS PROJECT. 14 PROPOSED DRAINAGE INLET STRUCT. REFER CIVIL DRAWINGS 15 PROPOSED SPEAKER POST/ ORDER CONFIRMATION SYSTEM (OCS) & MENU ORDER BOARD TO COORDINATE FINAL LOCATION W1 G C. REQUIREMENTS (FOR ROUTING OF CONDUITS) 16 DUMPSTER ENCLOSURE - DRAINAGE OPENING. REFER TO ENLARGEMENT FLOOR PLAN. 17 EXTERIOR CANOPIES ABOVE 18 20.00' LANDSCAPE BUFFER EASEMENT. SEE CIVIL DRAWINGS 19 10.00' CR 15.00' EASEMENT. SEE CIVIL DRAWINGS 20 9'-0" X 18'-0" PARKING SPACES FOR COMPACT CARS. RE: CIVIL DWG'S 21 TRANSFORMER 22 BOLLARD SEE CIVIL DWG'S FOR DETAIL 1} fl f i _ SITE } Yj i i T e c hi mi mationcil, Associates. Inc. AA26001933 Architecture • Planning • Interior Design 14125 N.W. 80th Ave. Suite 303 Miami Lakes.. Fl. 33016 T, 786-235-9097 F. 305-362-4420 dtiinfo@dtiarcttitect.com >Avw dtiarchitect.com Revisions: Date Description IL oq* N LLJ M M a0~a VO�� W H Z w W O LLL aW�U X 1- IL� O LU ° 0 LU > Lu _j J Z w o LV _a U F- oW aZ Z a Q W Lo J = V ❑ M W J v, � CL H O > ❑ U LQ a�� W� pVW c%j�Z 0=W a O a O a W N � V �o WLL a� � M� a= �W = J J N Job Number: 19093.01 File name: Issued Date: 03.30.20 Drawn by: J.0 Checked by: C.P SHEET NAME SITE PLAN SITE PLAN U_sc ALE: KEY PLAN NOT TO SCALE SHF.FT NtT\1I3EIZ SP-1.0