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37943 Eiland Blvd (5)
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Of N 00 00 �� I--- � cS ' n DRAWING INDEX 0 0 ■ ■ CS COVER SHEET ■ ■ A-0.1 SCOPE OF WORK ■ A-0.2 ACCESSIBLE DETAILS ARCHITECTURAL ■ ■ F-1 MERCHANDISE PLAN ■ AD-1 DEMOLITION FLOOR PLAN ■ AD-2 INTERIOR DEMOLITION ELEVATIONS ■ ■ A-1 FLOOR PLAN, SCHEDULES & NOTES ■ ■ A-2 NOT USED ■ ■ A-3 FLOOR FINISH PLAN & FINISH SCHEDULE ■ ■ A-4 NOT USED ■ ■ A-4A NOT USED ■ A-5 ENLARGED PLAN, SECTIONS, ELEVATIONS & DETAILS ■ ■ A-6 INTERIOR RETAIL ELEVATIONS ELECTRICAL ■ ■ E-1 ELECTRICAL NOTES, SCHEDULE & LEGEND ■ ■ E-2 ELECTRICAL POWER PLAN ■ ■ E-3 NOT USED ■ ■ E-4 ELECTRICAL DETAILS CIVIL ■ C-1.0 COVER SHEET ■ C-2.0 GENERAL NOTES ■ C-3.0 AERIAL PHOTOGRAPH ■ C-4.0 DEMOLITION PLAN ■ C-5.0 SITE, GRADING, AND PAVING PLAN ■ C-6.0 PAVING AND CONSTRUCTION DETAILS ■ 1 OF 1 TOPOGRAPHIC SURVEY TEAM MEMBERS I ra BLVD, ZEPHYRHILLS, FL 33542 0651 LOCATION MAP SYMBOLS - - __(D CENTERLINE OF COLUMN Vr r L LVVr %r 1V11 CVS CAREMARK BIG "10" 1. EXTERIOR SIGNAGE 2. EXTERIOR LIGHTING 3. LANDSCAPING & IRRIGATION 4. PARKING LOT & STRIPING 5. INTERIOR SIGNS & GRAPHIC PANELS 6. INTERIOR LIGHTS & WALL WASHERS 7. MANAGER'S OFFICE, BREAK ROOM, & BATHROOMS 8. TEMPERATURE CONTROL - HVAC 9. TELEPHONES & CALL BUTTONS 10. HAND OFF A CLEAN SITE CUSTOMER SERVICE EXPECTATIONS 1. PROVIDE PROACTIVE COMMUNICATION 2. GO BEYOND EXPECTATIONS 3. TAKE OWNERSHIP 4. MAINTAIN A POSITIVE ATTITUDE 5. PROVIDE PROACTIVE SOLUTIONS & OPTIONS NOTE TAG REFERENCING # GENERAL NOTES ON PLANS O DOOR NUMBER RE: DOOR SCHEDULE BUILDING ANALYSIS XX ELEVATION MARK xxx THE BUILDING SHALL BE IN COMPLIANCE WITH THE MOST CURRENT AND APPLICABLE VERSIONS OF- 1 XX ENLARGED PLAN XXX DETAIL MARK __ rxx-",.N SECTION MARK SIM - SIMILAR 'OH' - OPPOSITE HAND ARCHITECT: ROBERT REID WEDDING ARCHITECTS ROB KANTROWITZ CIVIL• FORESITE GROUP, INC BRETT BASQUIN AND PLANNERS, AIA, Inc. 10150 HIGHLAND MANOR DRIVE 4112 W. CYPRESS STREET TEL: (813) 879-6996 SUITE 210 TEL: (334) 887-6064 ext. 302 TAMPA, FL 33607 FAX: (813) 871-5203 TAMPA, FL 33610 FAX: (334) 887-6064 MEP: ENGINUITY CONSULTING ENGINEERS, LLC MIKE AYERS 2700 N. MACDILL AVE SUITE 107 TEL: (813) 512-6539 TAMPA, FL 33607 CVS CVS/PHARMACY, INC. PATRICK MALONE PROJECT 3501 E. FRONTAGE RD. STE 300 TEL: (508) 479-1856 MANAGER: TAMPA, FL 33607 FAX: (552) 652-9978 CVS CVS/PHARMACY, INC. MICHAEL DECARVALHO CONTRACTOR: COMPANY NAME PLANNING ONE CVS DRIVE TEL: (401) 770-4069 STREET ADDRESS MANAGER: WOONSOCKET, RI 02895 FAX: (401) 770-5237 SUITE NUMBER CITY, STATE, ZIP CODE LANDLORD: FEDJO REALTY CORPORATION - CMP11381 6328 N. 126 AVENUE TEL: (516) 516-829-6757 LITCHFIELD PARK, AZ. 85340 FAX: (516) 432-3643 ABBREVIATIONS IABBREMATINECESSARILY ONS SHOWN ARE NOT USED ON THE PROJECT CONTACT TEL: (000) 000-0000 FAX: (000) 000-0000 DRAWINGS) AD (CONTINUED) G M l Q T (CONTINUED) AB ANCHOR BOLT DEC DEGREES GA GAUGE MAX MAXIMUM QTY QUANTITY T THERMOSTAT A/C AIR CONDITIONING DEFS DIRECT -APPLIED EXTERIOR GALV GALVANIZED MDP MAIN DISTRIBUTION PANEL ^ TYP TYPICAL AC ALTERNATING CURRENT FINISH SYSTEM GC GENERAL CONTRACTOR MECH MECHANICAL K TS TEMPERATURE SENSOR ACI AMERICAN CONCRETE INSTITUTE DGG DENS -GLASS GOLD GB GRADE BEAM MEZZ MEZZANINE T THICKNESS (STRUCTURAL) ACCESS ACCESSORIES DIA DIAMETER GWB GYPSUM WALL BOARD MFR MANUFACTURER RA RETURN AIR T&G TONGUE AND GROOVE ADA AMERICANS WITH DISABILITIES DIM DIMENSION GAB GRADED AGGREGATE BASE MH MANHOLE, METAL HALIDE 1R WOOD PRESERVATIVE -TREATED ACT DL DEAD LOAD MIN MINIMUM RAD RADIUS MATERIALS ADD'L ADDITIONAL DN DOWN H MLO MAIN LUGS ONLY RCP REFLECTED CEILING PLAN TS TUBULAR STEEL (STRUCTURAL) ADJ ADJUSTABLE DS DOWNSPOUT HGT HEIGHT MO MASONRY OPENING RD RE: ROOF DRAIN REFERENCE, REFER TRS TRUSS (STRUCTURAL) AFF ABOVE FINISHED FLOOR DTL DWGS DETAIL DRAWINGS HORIZ HORIZONTAL MSB MTD MAIN SWITCHBOARD MOUNTED REINF REINFORCING ' I U AFP ALUM ABOVE FINISHED PLATFORM ALUMINUM E HP HTR HORSEPOWER OR HIGH POINT HEATER N REQD RHC REQUIRED RETAIL HEALTH CENTER AMP AMPERE, AMPS AIR �1 UL UNDERWRITERS LABORATORIES, ARCH ARCHITECT, ARCHITECTURAL HVAC HEATING, VENTILATING AND 1 RM ROOM INC. ASHRAE AMERICAN SOCIETY OF HEATING, EA EC EACH ELECTRICAL CONTRACTOR HVU CONDITIONING HEATING AND VENTILATING UNIT N/A NEC NOT APPLICABLE NATIONAL ELECTRICAL CODE RO RPM ROUGH OPENING REVOLUTIONS PER MINUTE LION UPS UNLESS OTHERWISE NOTED UNINTERRUPTIBLE POWER REFRIGERATION AND AIR COND11IONING ENGINEERS EF EXHAUST FAN HVY HEAVY NEMA NATIONAL ELECTRICAL RTU ROOFTOP UNIT SUPPLY ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS EJ ELEV EXPANSION JOINT ELEVATION NF MANUFACTURER'S ASSOCIATION NEAR FACE S ` / AVG AVERAGE EIFS EXTERIOR INSULATION AND NFPA NATIONAL FIRE PROTECTION �/ FINISH SYSTEM ID ID INSIDE DIAMETER ASSOCIATION SC SITE CONTRACTOR V VOLT ELEC EMBED ELECTRICAL EMBEDMENT INT INVERT ELEVATION INTERIOR NIC NOT IN CONTRACT SCHED SCHR SCHEDULED SECONDARY CHILLED WATER VA VOLT-AMPERE BC BUILDING CONTRACTOR EMP EMPLOYEE INTER INTERMEDIATE NL NIGHT LIGHT RETURN VERT VERTICAL BLDG BUILDING EMS ENERGY MANAGEMENT SYSTEM IN INCH, INCHES NO NOM NUMBER NOMINAL SD SMOKE DAMPER, STORM DRAIN VIF VERIFY IN FIELD BM BOTT BEAM BOTTOM ENCL ENCLOSURE INSUL ISA INSULATION INTERNATIONAL SYMBOL OF NTS NOT TO SCALE SECT S SECTION SENSOR VRC VERTICAL RECIPROCATING CONVEYOR BTU BRITISH THERMAL UNIT ENT ENTRY, ENTRANCE ACCESSIBILITY O SF SQUARE FEET VTR VENT THROUGH ROOF BOF BOTTOM OF FOOTING EQUIP EQUIPMENT SHT SHEET BRG BET BEARING BETWEEN EQUI EXH EXTERIOR GRADE EXHAUST OA OUTSIDE AIR S{M SHT MTL SIMILAR SHEET METAL C EXP EXPANSION J-BOX JUNCTION BOX OC ON CENTER SPEC SPECIFICATION EXIST EXISTING JT JST JOINT JOIST OCC OF OCCUPANTS OUTSIDE FACE SQ SQUARE W/ W/0 WITH WITHOUT CF CUBIC FEET EXT EXTERNAL, EXTERIOR OD OUTSIDE DIAMETER SS STAINLESS STEEL, SANITARY SEWER WCO WALL CLEANOUT CERTS CFM CERTIFICATES CUBIC FEET PER MINUTE EW EWC EACH WAY ELECTRIC WATER COOLER K OH OPNG OPPOSITE HAND OPENING STC SOUND TRANSMISSION CLASS WC WATER CLOSET CKT CIRCUIT k KIPS (1000 LBS) OSHA OCCUPATIONAL SAFETY AND STD STL STANDARD STEEL WD WL WOOD WIND LOAD LG CENTERLINE CEILING kV KILOVOLT HEALTH ADMINISTRATION STIFF STIFFENER WP WEATHERPROOF CLR CLEAR OR CLEARANCE FA FIRE ALARM kVA kW KILOVOLT -AMPS KILOWATT STIR STIRRUPS WO WALL OPENING CMU CONCRETE MASONRY UNIT FACP FIRE ALARM CONTROL PANEL kWH KILOWATT --HOUR STRUCT STRUCTURAL WWF WELDED WIRE FABRIC CO CLEANOUT FCO FLOOR CLEANOUT pAR PARALLEL SUSP SYMM SUSPENDED SYMMETRICAL W WF WIDTH WIDE FLANGE (STRUCTURAL) COL COLUMN FD FIRE DAMPER, FLOOR DRAIN P/C PRECAST CONCRETE Si SAW JOINT CONC CONCRETE, CONCENTRIC FIN FINISH (ED) PC PIECE SOA SECURITY OBSERVATION AREA V CONT CONTINUOUS, CONTINUATION FIXT FIXTURE LB POUNDS PDU POWER DISTRIBUTION UNIT COORD COORDINATE FDN FOUNDATION LF LINEAR FEET PERP PERPENDICULAR T CR CONDENSATE RETURN FLG FLANGE LL LIVE LOAD, LANDLORD PH PHASE XFMR TRANSFORMER CJ CONTROL JOINT FTG FOOTING LLH LONG LEG HORIZONTAL PT PAINT T/F TOP AND BOTTOM CTR CV CENTER CHECK VALVE FS FF FAR SIDE FINISHED FLOOR LLV LONG LEG VERTICAL PL PLATE T/FTG TOP OF FOOTING - I Y CW COLD WATER FLR FLOOR LONG LONGITUDINAL PLBG PLUMBING THICK THICKNESS D FLUOR FLUORESCENT LT LP LIGHT LOW POINT PNL P{V PANEL POST INDICATORSPER VALVE THRESH TO THRESHOLD TOP OF YD YARD FR FIRE-RETARDENT-TREATED LTG LIGHTING PSF POUNDS PER SQUARE FOOT UN TOJ TOP OF JOIST DBL DOUBLE FT MATERIALS FOOT, FEET LWC LIGHT WEIGHT CONCRETE PVC POLYVINYL CHLORIDE TOS TOP OF STEEL DC DIRECT CURRENT FRP FIBERGLASS REINFORCED PANEL L LENGTH PWD PLYWOOD THRU THROUGH FLORIDA BUILDING CODE, SIXTH EDITION (2017) FLORIDA MECHANICAL CODE, SIXTH EDITION (2017) FLORIDA PLUMBING CODE, SIXTH EDITION (2017) 2014 NATIONAL ELECTRICAL CODE / NFPA 70 FLORIDA FIRE PREVENTION CODE, SIXTH EDITION FLORIDA ACCESSIBILITY CODE, SIXTH EDITION (2017) UNDER THE SIXTH EDITION OF THE FLORIDA BUILDING CODE -EXISTING BUILDING, THIS PROJECT IS AN ALTERATION -LEVEL 2 EXISTING PROPOSED CURRENT OCCUPANT CVS REALTY.CO. CVS REALTY CO. TYPE OF BUSINESS RETAIL/PHARMACY RETAIL/PHARMACY USE GROUP/MIXED USE M M TYPE OF CONSTRUCTION II-B II-B HEIGHT/NO OF STORIES_ BUILDING 1 1 HEIGHT/NO OF STORIES CVS SPACE 1 1 HIGH RISE ? (Y/N) N N COVERED MALL ? (Y/N) N N FULLY SUPPRESSED CVS SPACE (SPRINKLERED) (Y/N) N N AUDIBLE/VISUAL FIRE ALARM (Y/N) N N OCCUPANT LOAD (1004.1) Retail/Sales (30 sf/occ.): 9,499 sf / 317 occ. Pharmacy (100 sf/occ.): 1,084 sf / 11 occ. Receiving (300 sf/occ.): 670 sf / 3 occ. Manager (100 sf/occ.): 99 sf / 1 occ. Restrooms/Hall/Employee (30 sf/occ.): 553 sf / 19 occ. Upper Floor Storage (300 sf/occ.): 1,090 sf / 4 occ. TOTAL OCCUPANT LOAD 355 occ. PLUMBING FIXTURE CALCULATION Total Occupant Load: 355 People Men's Fixtures (1:1-500): 1 Water Closet & 1 Lavatory Women's Fixtures (1:1-500): 1 Water Closet & 1 Lavatory SCOPE OF WORK FOR REMOVAL OF STRUCTURAL BARRIERS IS AS DIRECTED BY CVS AND IS LIMITED TO DEFICIENCIES IDENTIFIED IN REPORT DATED 07 SEPTEMBER, 2017. GENERAL NOTES 1. CONTRACTORS SHALL NOT SCALE THESE DRAWINGS FOR CONSTRUCTION PURPOSES. IN THE EVENT OF OMISSION OF 17. PAINT ALL WALL SURFACES, DOOR FRAMES, BULKHEADS AND CEILINGS IN ROOMS WHERE INDICATED ON ROOM FINISH NECESSARY DIMENSIONS OR INFORMATION, CONTRACTOR SHALL NOTIFY ARCHITECT. FIGURED AND CALCULATED DIMENSION SCHEDULE. PAINT BEHIND ALL MOVEABLE ITEMS ADJACENT TO WALLS RECEIVING PAINT AND RELOCATE ITEMS. TAKES PRECEDENCE OVER SCALED MEASUREMENTS. DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE 18. ALL WEATHER - EXPOSED SURFACES SHALL HAVE A WEATHER RESISTIVE BARRIER TO PROTECT THE INTERIOR WALL COVERING. OVER SMALLER SCALE DRAWINGS. ALL PLAN DETAILS AND WALL SECTIONS ARE ASSUMED TO BE TYPICAL CONDITIONS UNLESS EXTERIOR OPENINGS SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WATERPROOF. DETAILED OR NOTED OTHERWISE. 19. ALL WORK TO CONFORM TO ALL LOCAL, STATE, AND NATIONAL BUILDING CODES, INCLUDING ACCESSIBILITY REQUIREMENTS. 2. ALL FINISHED FLOOR ELEVATIONS RE: TO ARCHITECTURAL DRAWINGS ONLY. RE: CIVIL DRAWINGS FOR RELATIONSHIP TO 20. CONTRACTOR TO REVIEW AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS PRIOR TO COMMENCING WORK. ANY PROJECT BENCHMARK(S). CONDITIONS NOT DOCUMENTED ON THESE DRAWINGS OR OBSERVED TO BE DIFFERENT THAN THOSE SHOWN ON THESE 3. VERIFY ALL DIMENSIONS, CONDITIONS, AND GRADES AT JOB SITE. ALL CONTRACTORS SHALL COORDINATE THEIR WORK WITH DRAWINGS ARE TO BE REPORTED TO THE ARCHITECT AND OWNER PRIOR TO BEGINNING CONSTRUCTION. OTHER TRADES AND REPORT DISCREPANCIES, PRIOR TO THEIR CONSTRUCTION, TO THE ARCHITECT FOR REVIEW AND 21. CONTRACTOR TO CONTACT ANY AND ALL LOCAL UTILITIES TO SUBMIT ALL APPLICABLE PERMIT DOCUMENTS, QUALIFICATIONS, CLARIFICATION OR ACTION. ETC., AND BE RESPONSIBLE FOR ALL FEES ASSOCIATED WITH PERMITS, UTILITY EXTENSIONS, TAP -INS, ETC. ARCHITECT TO 4. VERIFY SIZE, LOCATIONS AND CHARACTERISTICS OF ALL EQUIPMENT TO BE FURNISHED WITH MANUFACTURERS OR SUPPLIERS SUBMIT DOCUMENTS FOR PERMIT PLAN REVIEW AND OWNER REVIEW, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING BEFORE BEGINNING CONSTRUCTION. THE PERMITS AND ALL PERMIT AND AND INSPECTION COSTS. 5. VERIFY SIZE AND LOCATION OF ALL OPENINGS FOR MECHANICAL AND ELECTRICAL EQUIPMENT AND RELATED WORK WITH 22. THE CONTRACTOR SHALL REMOVE ALL DEBRIS AS A RESULT OF THIS PROJECT DAILY, OR AS DIRECTED BY OWNER'S CONTRACTORS INVOLVED AND EQUIPMENT TO BE FURNISHED. FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE REPRESENTATIVE, IN A LEGAL MANNER. MANUFACTURER'S STANDARD DETAILS OR APPROVED SHOP DRAWINGS / DATA SHEETS IN ACCORDANCE WITH THE PROJECT 23. EACH SUBCONTRACTOR IS RESPONSIBLE TO COORDINATE AND SCHEDULE HIS WORK WITH THE GENERAL CONTRACTOR AND ALL SPECIFICATIONS. OTHER CONTRACTORS WHOSE WORK SHALL BE AFFECTED. 6. CEILING HEIGHTS SCHEDULED ON THE ROOM FINISH SCHEDULE OR REFLECTED CEILING PLAN ARE TAKEN FROM THE FINISHED 24. PARKING AT THE SITE BY ALL CONSTRUCTION STAFF SHALL BE LIMITED TO ONLY THE AREAS DESIGNATED BY THE OWNER. FLOOR ELEVATION. 25. THE AREA OF WORK SHALL MAINTAIN A WEATHER TIGHT AND SECURED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL 7. ALL PLAN DIMENSIONS ARE TO FACE OF FINISHED WALLS, FACE OF MASONRY, AND CENTERLINE OF COLUMNS, UNLESS NOTED TAKE ALL PRECAUTIONS NECESSARY TO SECURE THE AREA OF WORK. OTHERWISE. 26. CONTRACTOR SHALL VERIFY IF EXISTING GAS SERVICE HAS SEISMIC SHUT-OFF VALVE. IF ABSENT PROVIDE PER CITY 8. VERIFY ALL ELEVATIONS AND DIMENSIONS OF STRUCTURAL ELEMENTS WITH ARCHITECTURAL DRAWINGS. IN CASE OF CONFLICT, REQUIREMENTS. NOTIFY ARCHITECT. THE CONTRACTORS SHALL VERIFY ALL DIMENSIONS AND BE RESPONSIBLE FOR THEM. ALL DIMENSIONAL 27. CONTRACTOR SHALL REVIEW ALL PERMIT DOCUMENTS FROM CITY FOR HANDWRITTEN COMMENTS AND OTHER REQUIREMENTS. DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. FORWARD TO ARCHITECT IMMEDIATELY SO DRAWINGS AND SCOPE OF WORK CAN BE REVISED. 9. ADD SUFFICIENT BLOCKING IN STUD WALLS TO SUPPORT ALL ITEMS OR EQUIPMENT SHOWN OR SPECIFIED TO BE ATTACHED TO 28. ALL WALLS AND FLOOR IN FREIGHT ELEVATOR LOBBY AREA AND PUBLIC AREAS ALONG THE PATH OF CONSTRUCTION DELIVERY THE WALLS. PROVIDE ADDITIONAL STRUCTURAL SUPPORT (ANGLES, CHANNELS, ETC.) WITHIN WALLS WHERE THE WEIGHT OF MUST BE PROTECTED DURING DEMOLITION AND CONSTRUCTION. AREAS SHALL BE KEPT CLEAN AND FREE OF DEBRIS AND ATTACHED ITEMS OR EQUIPMENT IS TOO GREAT TO BE SUPPORTED BY METAL STUDS. PROVIDE BLOCKING FOR OWNER DUST DAILY. GC/CONTRACTORS SHALL COORDINATE WITH BUILDING MANAGEMENT FOR SCHEDULING. FURNISHED OR INSTALLED ITEMS. 29. GC/CONTRACTORS SHALL COORDINATE CARTING OF DEBRIS WITH THE BUILDING MANAGEMENT. 10. PARTITIONS WHERE INDICATED BY SYMBOL ARE TO EXTEND AND SEAL AGAINST THE BOTTOM OF THE DECK ABOVE. 30. ALL FIRE ALARM DEVICES SCHEDULED TO BE RELOCATED DURING CONSTRUCTION TO COMPLY WITH THE CODE AND REQUIRED 11. INSTALL METAL TRIM ON ALL GYPSUM BOARD EDGES ABUTTING OTHER MATERIALS OR STOPPING SHORT OF OTHER MATERIALS HEIGHTS. TO FORM A REVEAL OR RECESS. 31. GC TO UPDATE PANEL DIRECTORIES IN ELECTRICAL CLOSETS. 12. USE METAL CORNER BEADS ON ALL GYPSUM BOARD EXTERIOR CORNERS. 32. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER 13. COORDINATE WITH MECHANICAL CONTRACTOR FOR LOCATIONS OF ALL FLOOR DRAINS. DISTRIBUTION FACILITIES (POWER POLES, PULL -BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, 14. ALL PLUMBING WET WALLS (EXCLUDING CHASES) SHALL BE FRAMED WITH 6" METAL STUDS. ETC.) OR TO THE LOCATION OF HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER 15. ALL PRODUCTS UTILIZED IN THIS CONSTRUCTION SHALL BE ASBESTOS FREE. LINES -WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION 16. TRANSITION OF DIFFERENT FLOORING MATERIALS AT DOORWAYS SHALL OCCUR AT CENTERLINE OF DOORS AND SHALL BE NO DELAYS AND/OR ADDITIONAL EXPENSES. HIGHER THAN 1/4". CHANGES IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. 37943 OLAND BLVD. ZEPHYRHILLS, FL 33542 PROJECT TYPE RI ET / ADA DEAL TYPE N/A ♦,. "•"0 -' I! A Robert Reid Wedding. Architects & Planners, AIA, Inc. 4112 Cypress Street - Tampa, Florida 33607 - 813-879.6996 612 South MW1ary Trail - Deerfield Beach, Florida 33442 - 954-4924M Florida License Ifs: Archilectunkinterior Design: AA-001123 - Engineering: 00002655 SIC ■ M0"M101r;; SE&: REVIEW OA -Z C F. LS C008 Ngrt �'� $,DIA► W1T`H P �/AI 0 0 THE CSC U �IC"itlT la�"OE, R << RDIWgNCEs �. el D' REVISIONS: 06/06/18 REV1 REMOVAL OF AUDIOLOGY DRAWING BY: RK/KS/BO DATE: 04/23/2018 JOB NUMBER: 18027 TITLE: COVER SHEET SHEET NUMBER: CS COMMENTS: APPROVED ,yyl►. ,: LU J...116_.•. Ill'i L_ 6 .1.1.. ._ _ .�_,y.J..�:,aJ1Y. .WLAINM��rr�wr.. ....L. :tiK-s'•�u-.r.wL.r.. - - - _ J, .1111=•1;.L r.1 i.. -ei ' ' - - - - --.L.:�-- - - ----- '-'�-. _ .L N THH 0651 FL TAKE HIGH HIGHER - SCOPE OF WORK: STRUCTURAL BARRIER REMOVAL - SCOPE OF WORK: GENERAL INFORMATION: FRONT CHECKOUT: RETAIL- EXTERIOR: MEN'S RESTROOM: WOMEN'S RESTROOM: CONTRACTOR TO PROVIDE / COORDINATE THE FOLLOWING: 1. REMOVE/RELOCATE MERCHANDISE FIXTURES AS SHOWN. 1. REMOVE VINYL BASE ON ENTIRE RETAIL AREA, COORDINATE 1. RESTRIPE ALL ACCESSIBLE PARKING FACES AND ACCESS 1. REMOVE EXISTING HAND DRYER THAT IS A PROTRUDING 1. REMOVE EXISTING HAND DRYER THAT IS A PROTRUDING 1. CONSTRUCTION SUPERINTENDENT TO BE ON -SITE DURING ALL 2• EXISTING 20'-4'CHECKOUT TO REMAIN. SEE STRUCTURAL WITH NAI VENDOR. AISLES IN CONTRASTING COLOR TO PROVIDE 144' MINIMUM OBJECT. HAND DRYER TO BE RELOCATED TO DIFFERENT WALL OBJECT. HAND DRYER TO BE RELOCATED TO DIFFERENT WALL BARRIER REMOVAL SCOPE OF WORK FOR ADA CHECKOUT. 2• REMOVE LOWER TRIM BOARD AROUND RETAIL PATCH, REPAIR WIDTH PARKING SPACE & 60' MINIMUM WIDTH ACCESS AISLE. INSTALL NEW COMPLIANT MODEL HAND DRYER ADJACENT TO INSTALL NEW COMPLIANT MODEL HAND DRYER ADJACENT TO CONSTRUCTION ACTIVITIES. 3. RELOCATE EXISTING HELIUM AND SECURE TO WALL AND PAINT. 2. REPAINT PARKING SPACES ALONG THE ENTIRE FRONTAGE OF THE LAVATORY & MOUNT AT 40"AFF MAX TO HIGHEST THE LAVATORY OUTSIDE THE ACCESSIBLE STALL & MOUNT AT 2. PAY PERMIT FEE AND PROVIDE BUILDING DEPARTMENT WITH 4. PATCH, REPAIR, AND PAINT FRONT WALL (PT20). 3. REMOVE WALL COVERING AND LAMINATE THROUGHOUT RETAIL STORE WHERE ACCESSIBLE PARKING IS LOCATED. OPERABLE PART. PATCH, REPAIR AND REFINISH WALL AS 40"AFF MAX TO HIGHEST OPERABLE PART. PATCH, REPAIR AND ALL PERTINENT INFORMATION AS REQUIRED, COORDINATE WITH 5. 6. PATCH AND REPAIR CARPET AND BASE AS REWIRED. INSTALL NEW CARPET (FF18) BEHIND CHECKOUT. PATCH, REPAIR AND PAINT. 4. REMOVE ALL EXISTING AISLE MARKERS. COORDINATE WITH 3. ALTER SLOPE OF ACCESSIBLE PARKING SPACES AND ACCESS AISLES TO HAVE A MAXIMUM SLOPE &CROSS -SLOPE OF 1.59'r 2. REQUIRED. EXTEND POWER TO NEW LOCATION. REMOVE PORTABLE WASTE RECEPTACLE AND INSTALL NEW REFINISH WALL AS REQUIRED. EXTEND POWER TO NEW LOCATION. AOR AS NECESSARY. OBTAIN SUB -PERMITS AS REQUIRED. 7. INSTALL NEW VINYL BASE (fF16). STORE CONTRACTOR TO USE APPROPRIATE QC METHODS SO THAT SURFACE MOUNTED WASTE RECEPTACLE AT 2'-6' AFF TO 2. RESTROOM DOOR DOES NOT HAVE REQUIRED MANEUVERING 3. SECURE NECESSARY PERMITS, INCLUDING PERMIT(S) FOR 8. INSTALL MG PRINTER AND CASH DRAWER AT CHECKOUT. 5. REMOVE EXISTING HANGING GRAPHICS AND TRACKS SHALLOWER SLOPES DO NOT CREATE PONDING. PROVIDE A OPENING. CLEARANCES OF 18'WIDTH BY 60'DEEP MINIMUM. CURRENTLY THROUGHOUT FLUSH TRANSITION BETWEEN SURFACE MATERIALS. 3. ADJUST CLOSER SO IT HAS A CLOSING SPEED FROM 90'OPEN HAS 15.5"CLEAR ON PULL SIDE OF DOOR. REMOVE EXISTING STORE SET-UP TRAILERS, PRIOR TO START CONSTRUCTION. 6. REMOVE/RELOCATE AND INSTALL NEW POWER POLES AS 4. REPAIR AND/OR FILL GAPS AT EXPANSION JOINTS ALONG TO 12'FROM THE LATCH IS 5 SECONDS MINIMUM. ADJUST DOOR, FRAME, HARDWARE & SHIFT DOORWAY 2 %"CLOSER TO 4. PROVIDE SUB -CONTRACTOR TRADES AS REQUIRED. REQUIRED ACCESSIBLE ROUTE FROM ACCESS AISLE TO BUILDING DOOR CLOSER TO REQUIRE LESS THAN 5 LEIS OF FORCE TO HINGED SIDE. RELOCATE EXISTING DOOR, HARDWARE AND 5. STORAGE TRAILER AND CONTAINERS ARE THE RESPONSIBILITY 7. EXISTING ECC TO REMAIN IN RETAIL SIDEWALK. CONDITION OCCURS AT TWO LOCATIONS ALONG THE OPERATE. INSTALL NEW DOOR FRAME. PATCH, REPAIR AND REFINISH OF THE GC / STORE SET-UP MANAGER. PHQTOLAB I DIGITAL CAFE: 1. EXISTING PLUMBING CHASE TO REMAIN. LIGHTLY SAND 8. INSTALL NEW FLM AND PROVIDE POWER. 9• REPLACE CEILING TILES WITH POWER POLE RELOCATION. ROUTE FROM THE ENTRY. EXPANSION JOINT OPENINGS IN GROUND SURFACES SHALL NOT BE GREATER THAN W WIDE OR 4. REMOVE EXISTING RESTROOM SIGNAGE (MOUNTED ON DOOR) & INSTALL NEW ACCESSIBLE RLB RESTROOMwSIGN. SHIFT WALL AS REQUIRED (MATCH EXISTING RESTROOM & HALLWAY WALL FINISHES). EXTEND GYPSUM BOARD CEILING IN RESTROOM 6. GC TO PROVIDE LIGHTING IN CONTAINERS FOR NIGHT TIME LAMINATE AND PAINT (PT20) MhiH EPDXY PANT. 10. RELOCATE, LEVEL, AND STRAIGHTEN MERCHANDISING 3i"DEEP IN DIRECTION OF TRAVEL LOCATION & MOUNT SIGN TO PROVIDE 18 X 18 CLEAR FLOOR TO MATCH EXISTING. PAINT P1 ATRIUM WHITE. INSTALL NEW VISIBILITY. 2. TT REMOVE EXISTING PHO OLAB MILLWORK. SAVE U11U11ES AND GONDOLAS XTURES PER LATEST MERCHANDISE PLAN. 11. REPLACE DAMAGED AND STAINED CEILING TILES WITH NEW 5. INSTALL NEW ACCESSIBLE ROUTE FROM PUBLIC SIDEWALK TO SPACE CENTERED ON THE TACTILE CHARACTERS AND BEYOND 11LE & BASE IN RESTROOM TO MATCH EXISTING. 7. COORDINATE LOCATION OF STORAGE CONTAINER AND 3. EQUIPMENT FOR RELOCATION. RELOCATE EXISTING PASSPORT SCREEN AS DIRECTED BY TILES; 4 BOXES MAXIMUM. STORE ENTRY. REMOVE EXISTING CURBS (AS REQUIRED). INSTALL NEW CONCRETE SIDEWALK WITH SLOPE NOT 0 T THE ARC OF THE DOOR SWING. MOUNT ON LATCH SIDE OF DOOR AT 60' AFF MAXIMUM TO THE TOP OF RESTROOM SIGN 3. REMOVE PORTABLE WASTE RECEPTACLES AND INSTALL NEW SURFACE MOUNTED WASTE RECEPTACLES AT 2'-6' AFF TO DUMPSTER WITH STORE MANAGER. (NO ITEMS ARE TO BE STORE MANAGER AND COORDINATED WITH CPM. 12. PATCH, REPAIR, AND PAINT WALLS AS REQUIRED (PT20). EXCEED 4.5% AND CROSS -SLOPE NOT TO EXCEED 1.5X VERIFY & 48' MINIMUM TO THE TOP OF RESTROOM SIGN. PATCH, OPENING INSIDE AND OUTSIDE OF THE ACCESSIBLE STALL LEFT IN THE BACKROOM). 4. REMOVE EXISTING SINK AND CAP PLUMBING. 13. PATCH AND REPAIR CARPET (FF1) WITH GONDOLA MOVES AND SLOPES OF ACCESSIBLE ROUTE TO STORE ENTRY (MAXIMUM REPAIR AND REFINISH WALL AS REQUIRED. 4. ADJUST CLOSER SO IT HAS A CLOSING SPEED FROM 90' OPEN 5. REMOVE EXISTING SOAP AND PAPER TOWEL DISPENSERS. VINYL BASE (FF16) INSTALLATION ON ENTIRE RETAIL AREA. SLOPE 4.57% MAXIMUM CROSS -SLOPE 1.5%). 5. CURRENTLY THERE IS 48.25°FROM SIDE WALL TO EDGE OF TO 12'FROM THE LATCH IS 5 SECONDS MINIMUM. ADJUST DOOR 8. OFFLOAD & PROPERLY STORE ALL CONSTRUCTION MATERIAL 6. RELOCATE EXISTING FIRE EXTINGUISHER. 14. NEW CARPET (FF10) AND VINYL BASE (FF16) INSTALLATION ON 6 REPAIR AND/OR ALL SIDEWALK ,101NT ALONG ACCESSIBLE LAVATORY AND 15'FROM CENTERLINE OF LAVATORY TO TOILET CLOSER TO REQUIRE LESS THAN 5 LEIS OF FORCE TO 9. DEVELOP CONSTRUCTION TIMELINE AND PHASING PLAN WITH 7. REMOVE AND REPLACE DRYWALL AT SINK LOCATION AS REQUIRED. ENTIRE RETAIL AREA BY VENDOR TH CARPET REPLACEMENT PROGRAM. . ROUTE. JOINT IS CURRENTLY 1-WIDE AND %'DEEP. PARTITION. RESTROOM WILL BE CONVERTED TO A SINGLE USER TOILET ROOM. INSTALL NEW PRIVACY HARDWARE. 5. OPERATE. REMOVE EXISTING RESTROOM SIGNAGE (MOUNTED TO DOOR) & CVS CPM AND STORE OPERATIONS. STORE IS OPEN 8AM TO 10PM. GC TO PROPOSE SCHEDULE FOR 8. RELOCATE EXISTING POS TO CHECKOUT. 15. INSTALL NEW DRIVE AISLE CARPET (FF11). EXTEND DRIVE 7. CROSS SLOPE OF ACCESSIBLE EXTERIOR ROUTE AT ENTRY PERPENDICULAR TO THE DIRECTION OF TRAVEL) EXCEEDS 1:48 REMOVE TOILET PARTITION AND STALL DOOR. REMOVE EXISTING INSTALL NEW ACCESSIBLE RLB RESTROOM SIGN. SHIFT IS HOURLY 9. REMOVE EXISTING DIGITAL PHOTO EQUIPMENT AND SAVE FOR AISLE. LAVATORY, MIRROR, HAND DRYER AND SOAP DISPENSER INSIDE LOCATION &MOUNT SIGN TO PROVIDE 18w X 180CLEAR FLOOR CONSTRUCTION OVERNIGHT AND COORDINATE WITH CPM. RELOCATION. 16. RECONNECT NEW OR RELOCATED WALL FIXTURES INTO 2.08% CROSS SLOPE IS 4.4% AND 4.OX ACCESSIBLE STALL CAP PLUMBING LINES. PATCH, REPAIR AND SPACE CENTERED ON THE TACTILE CHARACTERS AND BEYOND 10. PROPOSED WORK WILL BE COMPLETED OVERNIGHT ASS 10. REMOVE EXISTING CARPET, PREPARE SURFACE FOR NEW LIGHTED EXISTING POWER SOURCE FOORR LIGHTED HEADERS. 8. [TER EXISTING EXTERIOR ROUTE TO REDUCE CROSS SLOPE TO REFINISH WALL AS REQUIRED TO MATCH EXISTING.REMOVE THE ARC OF THE DOOR SWING. MOUNT ON LATCH SIDE OF FLOORING. 17. INSTALL NEW CORNER BOXES AND END PANELS AS SHOWN. 1.5% OR LESS EXISTING URINAL AND SCREEN. CAP PLUMBING. PATCH REPAIR DOOR AT 60' AFF MAXIMUM TO THE TOP OF RESTROOM SIGN DISCUSSED IN PRE -BID. FOLLOW SCHEDULING NIGHT WORK 11. REMOVE EXISTING PHOTO LAB WALL GRAPHICS. 1& INSTALL NEW PIN LETTERS ORDERED BY STORE SET-UP, ( AND REFINISH WALL AS REQUIRED TO MATCH EXISTING. & 48' MINIMUM TO THE TOP OF RESTROOM SIGN. PATCH, CRITERIA 2011 DOCUMENT. 12. REMOVE GATE. INSTALLED BY G.G.). INTERIOR: 6. REMOVE EXISTING URINAL AND SCREEN. CAP PLUMBING. REPAIR AND REFINISH WALL AS REQUIRED. 11. PROVIDE DUMPSIER FOR ALL CONSTRUCTION DEBRIS, SECURE 13. 14. REMOVE VINYL BASE. REMOVE CARPET, PREPARE SURFACE FOR NEW. 19. INSTALL NEW AISLE MARKERS (ORDERED BY STORE SET-UP 7. ALTER EXISTING FLOOR SURFACE WITHIN REQUIRED FLOOR SPACE INSIDE ACCESSIBLE STALL SO AS THE SLOPE DOES NOT 6. PROVIDE DOOR SELF CLOSER ON ACCESSIBLE TOILET STALL PERMIT IF REQUIRED. 15. INSTALL NEW OPTION 'C'PHOTO LAB INCLUDING NEW INSTALLED BY G.G.). AISLE MARKERS TO BE INSTALLED AT 9'-0°TO BOTTOM FROM FINISHED FLOOR. VERIFY THAT AISLE RETAIL EXCEED 1.5% IN ALL DIRECTIONS. RAISE FLOOR DRAIN AND 7, DOOR PROVIDE DOOR PULL ON PUSH SIDE OF ACCESSIBLE TOILET 12. COORDINATE ALL INSPECTIONS WITH THE COUNTY AS REQUIRED. 16. MILLWORK, COUNTERS, CABINETS, AND UTILITIES. REINSTALL EXISTING DIGITAL PHOTO EQUIPMENT AND PROVIDE MARKERS DON'T BLOCK PIN LETTERS. 1. REMOVE EXISTING STAND ALONE PRICE CHECKER IN RETAIL REPLACE PRICE CHECKER WITH A NEW COMPLIANT MODEL SO 8. MODIFY FLOOR TO PROVIDE 1.5% MAX SLOPE. REMOVE EXISTING TILE FLOORING AND BASE AND INSTALL NEW STALL DOOR CENTERED AT 34" MINIMUM TO 48' MAXIMUM AFF, INSTALLED NEAR THE LATCH SIDE OF THE DOOR. THERE 13. STORE PERSONNEL AND/OR STORE SETUP ARE RESPONSIBLE 17. ELECTRICAL CONNECTION AND DATA. REINSTALL (2) EXISTING DIGITAL ORDER STATIONS ON NEW 20. REPAINT ALL METAL DOORS AND FRAMES INCLUDING EMERGENCY EXIT DOOR) IN RETAIL (PT-20). THE DISPLAY SCREEN IS VISIBLE FROM A POINT LOCATED 40' ABOVE THE CENTER OF THE CLEAR FLOOR SPACE. PROVIDE A CERAMIC TILE T1 BY DALTILE, SALERNO, GRIGO PERLA SL84. FLOOR TILE TO BE 12X12 / COVE BASE 6X12, LATICRETE CURRENTLY IS A DOOR PULL PROVIDED ONLY ON THE PULL SIDE FOR ALL MERCHANDISE MOVES INCLUDING PHARMACY. COUNTER. 21. CLEAN STOREFRONT GLASS. 30X48'CL.EAR FLOOR SPACE. MOUNT UNIT SO HIGHEST GROUT 160 DUSTY GREY. ADJUST FLOOR DRAIN FLUSH WITH 8, PROVIDE NEW LOCKING HARDWARE ON ACCESSIBLE STALL 14. RELOCATE, LEVEL, AND STRAIGHTEN MERCHANDISING 18• 19. INSTALL NEW GATE. REINSTALL MONEYGRAM. 22. CLEAN CEILING DIFFUSERS AND RETURN AIR GRILLES. 2. OPERABLE PART IS AT 48°MAX. RELOCATE EXISTING CUSTOMER SERVICE BUTTON IN AISLE 8 TO 9• NEW FINISH. RELOCATE EXISTING COMPLIANT 36°LONG REAR GRAB BAR. 9. Dom' RELOCATE LAVATORY AND MIRROR INSIDE THE ACCESSIBLE GONDOLAS/FIXTURES (ONLY IF GC HAS GONDOLA TRAIN). 20. PATCH, REPAIR, AND PAINT WALLS (PT20). BE WITHIN REACH RANGES AT 48'AFF FOR FORWARD AND PROVIDE 1 %'MIN CLEARANCE BELOW GRAB BAR TO TOP OF STALL (CURRENTLY FROM SIDE WALL) AND PROVIDE 60" COORDINATE WITH STORE SETUP CREW LEAD. 21. INSTALL NEW CARPET (FF18) BEHIND CHECKOUT. PARALLEL L APPROACH. WATER CLOSET TANK. MOUNT REAR GRAB BAR TO EXTEND SIDE WALL. MOUNT AT MAXIMUM 4'AFF NTH A MINIMUM 15. PATCH AND REPAIR CARPET WITH THE RELOCATION OF ALL 22. 23. INSTALL NEW VINYL BASE (FF16). INSTALL NEW PHOTO LAB WALL GRAPHICS. COORDINATE WITH 3. INSTALL NEW TACTILE 6X9•" EMERGENCY EXIT ONLY" SIGNAGE AT RETAIL & STOCKROOM EMERGENCY EXIT. SIGN TO BE FROM CENTERLINE OF WATER CLOSET 12 INCHES MINIMUM ON ONE SIDE AND 24 INCHES MINIMUM ON THE OTHER SIDE. BAR CLEARANCE OF 29 FROM FINISHED FLOOR TO BOTTOM OF APRON. MAINTAIN 60' MIN. CLEAR FROM THE EDGE OF MERCHANDISING GONDOLAS. PATCH CARPET UNDER LSI. MOUNTED ON FACE OF OUT -SWINGING DOOR. ALSO PROVIDE TO BE INSTALLED BETWEEN 33°MIN. AND 36°MAX. AFF TO TOP LAVATORY TO TOILET SIDE WALL AND 15'MIN. FROM GONDOLAS AS NECESSARY TO AVOID TRIP HAZARDS. 24. INSTALL NEW FIXTURES AS SHOWN. VERTICAL 9'X2' EXIT'SIGNAGE AT THE FRONT ENTRANCE OF GRIPPING SURFACE PATCH, REPAIR AND REFINISH WALL AS CENTERLINE OF LAVATORY TO SIDE PARTITION. REFER TO 16. FULL CARPET REPLACEMENT TO BE ORDERED AS DIRECTED BY LOCATED ON RIGHT DOOR FRAME EDGE, TOWARDS CENTER OF DOORS. PROVIDE NEW SIGN NTH WHITE RAISED TEXT AND 10. REQUIRED. REMOVE 2 EXISTING PAPER TOWEL DISPENSER. PATCH & ACCESSORY MOUNTING HEIGHTS DETAIL FOR MOUNTING HEIGHTS AND KNEE AND TOE CLEARANCES. PATCH, REPAIR AND CPM IN RETAIL ONLY. COOLER AREA RAISED BRAILLE TEXT. PROVIDE 180X18' CLEAR FLOOR SPACE REPAIR A AS REQUIRED. REFINISH WALL AS REQUIRED. 17. NEW CARPET SCOPE OF WORK INCLUDES RETAIL, HALLWAY, CENTERED ON THE TACTILE CHARACTERS AND BEYOND THE 11. INSTALL NEW 18"MIN. VERTICAL GRAB BAR WITH BOTTOM OF 10. RELOCATE TOILET PARTITION TO EXPAND ACCESSIBLE AND PHOTO, CHECKOUT, DRIVE AISLE PHARMACY. 1. REMOVE EXISTING VCT, PREPARE SURFACES FOR NEW ARC OF THE DOOR SWING. SIGNAGE TO BE MOUNTED AT 60' BAR 40'AFF WITH THE CENTERLINE OF THE BAR LOCATED 40" STANDARD STALL REINSTALL TOILET PARTITION TO PROVIDE 18. GC RESPONSIBLE FOR CARPET INSTALLATION IN THE 2. FLOORING. REMOVE CARPET, PREPARE SURFACES FOR NEW FLOORING. AFF MAX. TO TOP OF SIGN AND & 48' AFF MIN. TO BOTTOM OF SIGN FROM REAR WALL PER CVS REQUEST. INSTALL BLOCKING IN WALL TO REINFORCE THE NEW VERTICAL GRAB BAR. PATCH, 15'MINIMUM FROM CENTERLINE OF LAVATORY INSIDE ACCESSIBLE STALL TO THE PARTITION. INSTALL NEW SECTION PHARMACY, AND BEHIND CHECKOUT. GC IS ALSO RESPONSIBLE 3. INSTALL NEW VCT (FF22) IN FRONT AND UNDER EXISTING REPAIR AND REFINISH WALL AS REQUIRED. OF TOILET PARTITION TO MATCH EXISTING GRAY LAMINATE AS FOR REMOVAL AND INSTALLATION OF NEW VCT AT COOLER COOLERS/FREEZER LOCATION AS SHOWN. LEVEL TRANSITION 12. INSTALL INSULATION AT HOT WATER AND DRAIN PIPES AS O T WELL AS PROTECTION AT THE HOT & COLD WATER SUPPLY REQUIRED. PATCH, REPAIR AND REFINISH WALL &FLOOR TO MATCH EXISTINGFINISHES. LOCATION. 4. BETWEEN VCT AND CARPET. PATCH, REPAIR, AND PAINT WALL (PT20) BENJAMIN MOORE HALLWAY: VALVES UNDER LAVATORY. 11. RELOCATE EXISTING FRAMED MIRROR INSIDE THE ACCESSIBLE 19. INSTALL FURRING STRIPS FOR WALL FIXTURES AS NEEDED. WINDS BREATH. 1. EXISTING tOW'DRINKING FOUNTAIN APRON IS AT 26'AFF. 13. LOWER EXISTING BABY CHANGING STATION SO THAT THE WORK STALL TO 40'MAXIMUM HEIGHT TO THE REFLECTIVE SURFACE 20. COORDINATE AND INSTALL ALL COMMUNICATION WIRING (EAS, 5. INSTALL NEW PIN LETTERS (ORDERED BY STORE SET-UP, RAISE EXISTING tOW'DRINKING FOUNTAIN. PATCH & REPAIR WALL TO MATCH EXISTING. MOUNT EXISTING LOW DRINKING SURFACE IS AT 28"AFF MIN TO 34'AFF MAX, PROVIDE 27"MIN KNEE CLEARANCE, AND HANDLE AT 48'AFF MAX. PATCH, OF THE MIRROR OUTSIDE OF THE ACCESSIBLE STALL CENTER MIRROR ON LAVATORY. PATCH, REPAIR AND REFINISH WALL AS 21. PHONES, POS). COORDINATE BURGLAR AND FIRE ALARM RELOCATION / 6. 7. INSTALLED BY G.G.). CLEAN COOLER EEZER EXTERIOR, AND TOPS INSTALL NEW COOLER END PANELS AS REQUIRED. FOUNTAIN TO ALLOW 27'MINIMUM KNEE CLEARANCE 30" MINIMUM WIDTH, WMINIMUM DEPTH AT 27'AFF AND '11°MINIMUM 14. REPAIR AND REFINISH WALL AS REQUIRED. REMOVE EXISTING FAUCET CONTROL AND INSTALL NEW 12. REQUIRED. REMOVE 2 EXISTING PAPER TOWEL DISPENSER. PATCH & DEPTH AT 9' AFT-, TOE CLEARANCE TO BE 9" AFF MINIMUM, 30' LEVER -TYPE FAUCET HANDLE AT LAVATORY. HARDWARE SHALL REPAIR WALL AS REQUIRED. INSTALLATION WITH CVS ASSOCIATED PROTECTION SERVICES MINIMUM WIDTH, 17-MINIMUM DEPTH, SPOUT AT 36-MAX AFF. NOT REQUIRE MORE THAN 5 LEIS OF FORCE TO OPERATE & 13. INSTALL NEW 18'MIN. VERTICAL GRAB BAR WITH BOTTOM OF (APS) DEPARTMENT. (PLEASE NOTE: IF THE DRINKING FOUNTAIN IS MOUNTED SO SHALL NOT REQUIRE TIGHT GRASPING PINCHING OR TWISTING OF THE WRIST. BAR 40°AFF WITH THE CENTERLINE OF THE BAR LOCATED 40' 22. COORDINATE AND PAY FOR CCTV CAMERA RELOCATION. MANAGERS 1. OFFICE: CLEAN RETAIL SIDE OF MANAGER'S OFFICE AND DOOR. THAT THE UNDERSIDE IS LESS THAN 27' AFF, THEN THE KNEE SPACE WILL NOT BE COMPLIANT, AND IF THE DRINKING 15. REMOVE EXISTING FRP. PATCH, REPAIR (SKIM WALLS), AND FROM REAR WALL PER CVS REQUEST. INSTALL BLOCKING IN WALL TO REINFORCE THE NEW VERTICAL GRAB BAR. PATCH, 23. CLEAN ALL AIR SUPPLY AND RETURN GRILLES AND CEILING FOUNTAIN IS MOUNTED SO THAT THE BOTTOM IS GREATER PAINT WALLS. WALLS TO BE PAINTED PT28 BENJAMIN MOORE REPAIR AND REFINISH WALL AS REQUIRED. PANELS IN PHARMACY, RX WAITING, RETAIL, RESTROOMS & PHARMACY: THAN 27' AFF, AND IT IS NOT IN AN ALCOVE, THEN IT WILL V342 ATRIUM WHITE COROTECH HIGH PERFORMANCE PRE -CATALYZED WATERBORNE EPDXY, EGGSHELL FINISH. 14. RAISE LAVATORY OUTSIDE THE ACCESSIBLE STALL & MOUNT AT MAXIMUM 34'AFF WITH A MINIMUM CLEARANCE OF 29'FROM HALLWAY. BE A PROTRUDING OBJECT BECAUSE IT EXTENDS MORE THAN 4' FROM THE WALL AT A HEIGHT BETWEEN 27' AND 80' AFF. 16. CLEAN AND PAINT EXISTING CEILING P1, ATRIUM WHITE. FINISHED FLOOR TO BOTTOM OF APRON. MAINTAIN 60'MIN. 24. ALLOW FOR 6 BOXES OF CEILING TILES FOR REPLACEMENT OF 1. 2 REMOVE RX ANCILLARY SIGNS. REMOVE VINYL BASE. 2010 ADA 306.3. IF THE MAXIMUM SPOUT HEIGHT CAN BE 17. 18. RESTROOMS TO BE INDUSTRIALLY CLEANED. CLEAN EXISTING SUPPLY & RETURN GRILLS. CLEAR FROM THE EDGE OF LAVATORY TO TOILET SIDE WALL DAMAGED. 3. REMOVE CARPET, PREPARE SURFACE FOR NEW. MAINTAINED, CONSIDER MOUNTING THE WATER COOLER SO FROM CENTERLINE OF LAVATORY TO SIDE AND PARTITION. REFER TITION. PAR REFER TO ACCESSORY MOUNTING HEIGHTS DETAIL 25. REPLACE UP TO 6 LIGHT BULBS. 4. PATCH, REPAIR, AND PAINT ALL INTERIOR RX WALLS AS THAT THE UNDERSIDE IS SLIGHTLY HIGHER THAN 27' AFF TO FOR MOUNTING HEIGHTS AND KNEE AND TOE CLEARANCES. 26. RELOCATE EXISTING FIRE EXTINGUISHERS AS REQUIRED. REQUIRED (PT23) BENJAMIN MOORE FAIRVIEW BLUE. ENSURE COMPLIANT KNEE SPACE.) PATCH, REPAIR AND REFINISH WALL AS REQUIRED. 27. RELOCATE AND ADD CASH BOXES PER PLAN. 5. INSTALL NEW CARPET (FF18). 2. INSTALL A CANE TOUCH APRON WITH LOWEST EDGE AT 27' 15. INSTALL INSULATION AT HOT WATER AND DRAIN PIPES AS 6. INSTALL NEW VINYL BASE (FF16). AFF UNDER `H1GH'DRINKING FOUNTAIN TO DIRECT BLIND OR WELL AS PROTECTION AT THE HOT & COL) WATER SUPPLY 28. REMOVE ALL WALL COVERING AND LAMINATE FROM RETAIL 7. PAINT VALANCE (RETAIL SIDE) AND UNDERSIDE OF VALANCE VISION -IMPAIRED INDIVIDUALS AROUND UNIT. VALVES UNDER LAVATORY INSIDE AND OUTSIDE OF THE WALLS. PATCH, REPAIR AND PAINT. (PT24) BENJAMIN MOORE RUBY RED. ACCESSIBLE STALL 29. VERIFY EACH FIRE EXTINGUISHER HAS SIGNAGE IDENTIFYING 8. INSTALL NEW RX ANCILLARY SIGNS TO MATCH THE GRAPHIC CHECKOUT,• 16. REMOVE (3) EXISTING FAUCET CONTROLS AT LAVATORIES LOCATION PER NFPA 1- SECTION 6.1.3. INSTALL NEW SIGN 9. PACKAGE. INSTALL NEW PIN LETTERS (ORDERED BY STORE SET-UP, 1. REMOVE 4-Or'SECTION OF COUNTERTOP AT THE FRONT INSIDE & OUTSIDE OF THE ACCESSIBLE STALL AND INSTALL (3) NEW LEVER -TYPE FAUCET HANDLES AT LAVATORIES OUTSIDE TO MATCH EXISTING IF SIGN IS MISSING. INSTALLED G.G. CHECKOUT, CLOSEST TO THE ENTRANCE. INSTALL A NEW ADA SPEC 4'-0' SECTION WITH A HEIGHT OF 34' AFFMATCH THE ACCESSIBLE STALL HARDWARE SHALL NOT REQUIRE 30. GC IS RESPONSIBLE FOR CONTACTING JURISDICTION AND 10. INSTALL NEWW PH MACIST LEDGE AND PHOTO FRAMES. . EXISTING BEIGE MILLWORK. MORE THAN 5 LEIS OF FORCE TO OPERATE & SHALL NOT PROVIDE THE ACTUAL PERMITTING FEES INCLUSIVE IN BID. 2. RELOCATE REGISTER AND CREDIT CARD READER TO NEW ADA REQUIRE TIGHT GRASPING, PINCHING, OR TVMS11NG OF THE WRIST. 31. GC'S TO INCLUDE IN THEIR BID QUALIFICATIONS ANY PHARMACY WAITING: COUNTER. 17. RELOCATE SOAP DISPENSER INSIDE THE ACCESSIBLE STALL TO ADDENDUMS AND PRE -BID NOTES. 1. REMOVE VINYL BASE. 3. 4. RELOCATE EXISTING UNDERMOUNT EAS SCANNER. END PANEL TO BE RELOCATED AND RE -SECURED AFTER 18. BE MOUNTED AT 40"AFF MAX TO HIGHEST OPERABLE PART. LOWER EXISTING BABY CHANGING STATION SO THAT THE WORK 32. REPLACE ALL END PANELS AND CORNER BOXES. GC TO 2. REMOVE CARPET; PREPARE SURFACE FOR NEW. REMOVING SECTION OF COUNTERTOP. RELAMINATE CUT EDGE SURFACE IS AT 28'AFF MIN TO 34°AFF MAX, PROVIDE 27-MIN VERIFY QUANTITY WITH MERCHANDISE PLAN (AND FINAL 3. REMOVE (4) EXISTING WAITING CHAIRS. OF COUNTERTOP TO MATCH EXISTING. KNEE CLEARANCE, AND HANDLE AT 48°AFF MAX. PATCH, MERCHANDISE PLAN PRIOR TO ORDER). 4. REMOVE EEXXISTING PRICE CHECKER MOUNTED TO WALL PATCH AND REPAIR. 5. INSTALL CVS APPROVED ISA SIGNAGE AT ALL DESIGNATED ACCESSIBLE COUNTERS. REPAIR AND REFINISH WALL AS REQUIRED. REMOVE EXISTING 5. REMOVE EXISTING HANGING GRAPHICS. FRP. PATCH, REPAIR (SKIM WALLS), AND PAINT WALLS. WALLS 6. INSTALL NEW CHAIRRAIL (W18) AND PAINT BELOW (PT20). PHARMACY WAITING: TO BE PAINTED PT28 BENJAMIN MORE V342 ATRIUM WHITE COROTECH HIGH PERFORMANCE PRE -CATALYZED WATERBORNE GRAPHICS 1. / SIGNAGE: REMOVE EXISTING HANGING GRAPHICS AND TRACKS 7. 8. INSTALL NEW WALL COVERING (W12) ABOVE C HAIRRAIL INSTALL 3 NEW CHAIRS WITH NEW BRAND DESIGN (RED). 1. REMOVE FIXED/MOVABLE SEATING, FURNISHINGS, AND/OR 19. EPDXY, EGGSHELL FINISH. REMOVE EXISTING TILE FLOORING AND BASE AND INSTALL NEW THROUGHOUT. 9. INSTALL PHARMACY SERVICE HOURS SIGNAGE ACCESSORIES AS REQUIRED TO PROVIDE 5% MINIMUM CERAMIC TILE T1 BY DALIILE, SAI.ERNO, GRIGIO PERLA SL84. 2. REPLACE RX ANCILLARY SIGNS (DROP OFF, PICK UP & 10. INSTALL NEW DRIVE AISLE CARPET (FETID. WHEELCHAIR SPACES IN WAITING AREA AND ON AN ACCESSIBLE ROUTE. PROVIDE 1 ACCESSIBLE SEAl1NG SPACE INSTALL NEW FLOOR TILE TO BE 12X12 /COVE BASE 6X12, LAl1CRElE CONSULTATION). 11. INSTALL NEW VINYL BASE (FF16). 'ACCESSIBLE WAITING" SIGN AT WALL IN WAITING AREA GROUT #60 DUSTY GREY. ADJUST FLOOR DRAIN FLUSH NTH 3. REMOVE ALL RX WAITING AREA GRAPHICS. . NEW FINISH. 4. REMOVE GREETING CARD CEILING SIGN (IF APPLICABLE). 20. REPLACE EXISTING TOILET PARTITIONS. TOILET PAR11TON BY 5. INSTALL NEW PIN LETTERS (ORDERED BY STORE SET-UP, HALLWAY: PHARMACY: GLOBAL PARTITIONS. STEEL SHEETS WITH POWDER -COATED INSTALLED BY 1. PAINT HALLWAY DOORS AND FRAMES (20). 1. RELOCATE CREDIT CARD READER TO PROVIDE 36' WIDE CLEAR FINISH: MILL-PHOSPHATIZED, CORROSION -RESISTANT STEEL SHEET, STRETCHER -LEVELED FLATNESS ASTM A 591/A 591M 6. ISLE INSTALL NEW AISLE MARKERS (ORDERED BY STORE SET-UP, INSTALLED BY G.G.). AISLE MARKERS TO BE INSTALLED AT 2. 3. PATCH, REPAIR, AND PAINT WALLS (PT20). REMOVE CARPET, PREPARE SURFACE FOR NEW FLOORING. COUNTER SPACE AT REGISTER (CLOSEST TO THE GATE). REPAIR MILLWORK SURFACE. CLASS C, OR AS1M A 653/A 653M; WITH MANUFACTURER'S BOTTOM FROM FINISHED BOOR. VERIFY THAT AISLE 4. INSTALL NEW CARPET FF11) AND VINYL BASE(FF16).GRILLES. 2. CONSULTATION COUNTER KNEE CLEARANCE 34' AFF, 360 WIDE, 21. STANDARD POWDER -COATED FINISH. COLOR: GRAY 2125. REPLACE EXISTING TOILET SEATS. MATCH COLOR AND SHAPE. MARKERS MARKERS DON'T BLOCK PIN LETTERS. 5. CLEAN EXISTING AIR DUCT SUPPLY AND RETURN GRILLES. 4.75' DEEP, ALCOVE DEPTH 20'. REMOVE THE LEDGE AND 22. CLEAN AND PAINT EXISTING CEILING P1, ATRIUM WHITE. 7. INSTALL NEW PLUMOLI) FOR EXISTING LIGHTED WINDOW SIGNS. REPLACE WITH NEW U-CHANNEL BY IMPRESSIONS. 23. RESTROOMS TO BE INDUSTRIALLY CLEANED. 8. REMOVE EXISTING WELCOME/OPEN 24 HOURS ENTRANCE SIGN. 24. CLEAN EXISTING SUPPLY & RETURN GRILLS. PHOTO: ENTRY: 1. ALL ITEMS TO BE ADDRESSED WITH THH SCOPE OF WORK. 1. REMOVE PORTION OF CARPET AND RUBBER FLOORING AT 2. REMOVE EXISTING 34' DOUBLE DROP-OFFS. INSTALL NEW 36' ENTRY; PREPARE SURFACE FOR NEW SOFT GRID MAT. ADA DROP-OFF WITH 17°MIN. DEPTH & 32' DROP-OFF, 2. EXISTING FILM TO REMAIN. COLORS TO MATCH EXISTING. PROVIDE ISA SIGNAGE AT 3. EXISTING ATM TO REMAIN. ACCESSIBLE DROP-OFF COUNTER. MATCH EXISTING MILLWORK. 4. REMOVE MERCHANDISE FIXTURES AS SHOO. 5. INSTALL NEW SOFT GRID MAT (FF21). 6. PATCH, REPAIR, AND PAINT WALLS (PT20). 7. CLEAN GLASS BY ENTRANCE AND STOREFRONT.. 37943 OLAND BLVD. ZEPHYRHILLS, FL 33542 PROJECT TYPE FEET / ADA DEAL TYPE N/A C��M�\•�i �kL ALA CJA Robert Reid Wedding. Architects & Planners, AIA, Inc. 4112 Cypress Street - Tampa, Forida 33607 - 813-879-8998 612 SmM MMtary Tral - Deerfield Beach, Fbrkla 33 - %4-492-9980 Florida License We. ArchitectraaUlmerbr Dear: AA-0001123 - Enghreerbg: 00002655 CONSULTANT SE&. - 61 E Keith F. Silas AR0012923 REVISIONS: 06/06/18 REV1 REMOVAL OF AUDIOLOGY DRAWING BY: RK/KS/BO DATE: 04/23/2018 JOB NUMBER: 18027 TITLE: SCOPE OF WORK SHEET NUMBER: COMMENTS: A-O,,1 APPROVED 4 -0 3/4" COUNTER LENGTH EMPLOYEE SIDE ADJACENT CHECKOUT CHECKOUT COUNTER EQUIPMENT COUNTER TOP io O t- z 36 CLEAR o 0 COUNTER i SPACE CUSTOMER m CARD READER O ELEVATION z CLEAR FLOOR SPACE (30"x48") RETAIL SIDE 3'-0" I COUNTER PLAN - PARALLEL APPROACH ISA SIGNAGE MOUNTED ON MAGAZINE RACK I-II-�� ON THE ADJACENT -/- CUSTOMER II CHECKOUT TO -Y CARD READER - IDENTIFY MAG RACK ACCESSIBLE SCANNER I I CHECKOUT SCREEN CHECKOUT L =1= COUNTER TOP COUNTER ELEVATION CUSTOMER CARD READER IN FOREGROUND CHECKOUT COUNTER TOP END PANEL BEYOND — FINISH FLOOR MERCHANDISE AREA ' EMPLOYEE SIDE COUNTER SECTION FRONT CHECKOUT COUNTER SCALE: 1/2" = 1'-0" TACTILE "EXIT" SIGN %-DG IICTAII A /A A n X Q 0 s RETAIL SIDE TACTILE "EXIT" SIGN EXIT SIGN 2 MOUNTING CLEARANCES -0. SCALE: 1 /4" = 1'-0" SIGNAGE BACKGROUND TACTILE CHARACTERS SHALL TO BE CONTRASTING BE SANS SERIF AND SELECTED COLOR TO TEXT. FROM FONTS WHERE THE COLOR TO BE WIDTH OF THE UPPERCASE SELECTED BY CVS PM. LETTER "0" IS 55% MINIMUM AND 110% MAXIMUM OF THE TOP OF 2" HEIGHT OF THE UPPERCASE SIGN LETTER "I." AND WHERE THE HEIGHT OF THE UPPERCASE ELETTER "I" IS 5/8" MINIMUM AND 2" MAXIMUM. CHARACTERS SHALL BE ALL XUPPERCASE AND RAISED 1/32" MINIMUM FROM SIGN SURFACE. - 00 Z o a M GRADE 2 BRAILLE EITHER CENTERED OR JUSTIFIED LEFT 3/8" MIN BELOW TACTILE o Z CHARACTERS. SEE CURRENT ADOPTED ADA STANDARDS FOR BRAILLE SPECIFICATION�S� FINISHE FLOOR TACTILE EXIT SIGN SCALE: 3" = V-0" W X a TACTILE "EMERGENCY EXIT ONLY" SIGN RE: DETAIL 5/A-0.2 18" CLEAR AREA-,,�4 TACTILE "EMERGENCY EXIT ONLY" SIGN EXIT SIGN i31MOUNTING CLEARANCES -2.2 SCALE: 1/4" = 1'-0" 1'-3" 1'-3" 9„ BOTTOM EDGE 70* TOP OF OF UNIT SIGN ��I� �^�1��v ME FIG EN C -E FACE OF EXIT 1'-3" — — � WALL-- z 00 --�' STANDING00 UNIT - 201 SPOUT —ONLY "* - `D WAil1N ®::[ o ® � oo-o--oo—v�o o--oc C—o— O OOO COOL COOOOO COC OOOC) _ = of a LOW UNIT N a - I to SIGNAGE BACKGROUND GRADE 2 BRAILLE CLEAR SPACE = o J M TO BE CONTRASTING EITHER CENTERED OR FINISH FLOOR (30"x48") i rn COLOR TO TEXT. JUSTIFIED LEFT 3/8" o '`' _Z COLOR TO BE MIN BELOW TACTILE -�� NOTE: TEXT TO BE ACCESSIBLE WAITING SIGN I �, SELECTED BY CVS PM. CHARACTERS. SEE 3" HEIGHT. — �J — CURRENT ADOPTED ADA KNEE & TOE STANDARDS FOR RE: DETAIL 8/A-0.2 FOR CLEARANCE - BRAILLE CLEARANCES 1 8" 111 CANE TOUCH • nn^LI I I 1 6" 1 111 11 LVV1\ TACTILE "FOR - ACCESSIBLE EXIT USE FRONT DOOR" SIGN RE: DETAIL 10/A-0.2 LATCH SIDE OF DOOR TACTILE "EMERGENCY EXIT ONLY" SIGN RE: DETAIL 5/A-0.2 18" CLEAR AREA —,,�4 18" CLEAR AREA TACTILE "EMERGENCY EXIT ONLY" SIGN & "FOR ACCESSIBLE EXIT USE FRONT DOOR" SIGN EXIT SIGN 9 MOUNTING CLEARANCES 1141 -0. SCALE: 1 /4" = 1'-0" INTERNATIONAL SYMBOL OF ACCESSIBILITY TACTILE 'FOR 6" ACCESSIBLE EXIT USE FRONT DOOR"SIGN TOP OF SIGN a \W a z � � a �o arn — o Xa Ln 00 SIGNAGE BACKGROUND GRADE 2 BRAILLE TO BE CONTRASTING EITHER CENTERED OR COLOR TO TEXT. JUSTIFIED LEFT 3/8" COLOR TO BE MIN BELOW TACTILE o z SELECTED BY CVS PM. CHARACTERS. SEE CURRENT ADOPTED ADA STANDARDS FOR FLOOR OL FINISHED BRAILLE SPECIFICATIONS. SIDE FRONT FLOOR ACCESSIBLE 5 TACTILE EXIT SIGN 6 WAITING SIGN 7 E.W.C. PLAN CLEARANCES 8 E.W.C. ELEVATION CLEARANCES 10 TACTILE EXIT SIGN -0, SCALE: 3" = 1'-0" -0, SCALE: 1/2" = 1'-0" -0, SCALE: 1/2" = 1'-0" 8 -0, SCALE: 1/2" = 1'-O" q-0, SCALE: 3" = V-0" SIGNAGE SHALL COMPLY WITH CURRENT ADOPTED ADA STANDARDS AND IBC 1110.1. SIGNS SHALL HAVE A NON -GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. 0 UQ% NUMBER. 0651 37943 OLAND BLVD. ZEPHYRHILLS, FL 33542 PROJECT TYPE- RESET / AUDIO / ADA DEAL TYPE: N/A I a PRo,1ECT N 1212541 ARCHITECT OF RECORD: Robert Reid Wedding Architects & Planners, AIA, Inc. 4112 Cypress Street - Tamps, Florida 33607 - 813-879.6996 612 South Military Trail - Deerfield Beach, Florida 33442 - 954-492-9980 Florida License #'a: Architectural/Interior Design: AA-CO01123 - Engineering: 00002655 CONSULTANT I DEVELOPER REVISIONS: DRAWING BY: RK/KS DATE: 04/23/2018 JOB NUMBER: 18027 TITLE: ACCESSIBLE DETAILS SHEET NUMBER: A - 0. 2 COMMENTS: TAKE -OFF / BID SET 4 STORE AREA CALCULATIONS SCALE: RETAIL AREA: 1/8" = 1'-0' SERVICE AREA: 553 S.F. 9,499 S.F. TOTAL STORE AREA- 10,908 S.F. RECEIVING AREA- PHARMACY AREA: UPPER FLOOR 670 S.F. 1,084 S.F. 1,090 S.F. ARCHITECT INFO: CVS STORE LAYOUT INFO: COMPANY NAME: RRW ARCHITECTS CONTACT NAME COURTNEY.BAUER20CVSHEALTH.COM CONTACT NAME: ROB KANTROWITZ CONTACT PHONE: 401-770-6175 CONTACT PHONE: 813-879-6996 X225 CONTACT EMAIL- COURTNEY.BAUER20CVSHEALTH.COM CONTACT EMAIL rob.kantrowitzOrrw—architects.com REMINDERS: 1.) MAINTAIN 12' CLEAR MINIMUM PUSH CLEARANCE AT HANDLE SIDE OF ALL DOORS TO/PROM RETAIL 2.) MAINTAIN 18' CLEAR MINIMUM PULL CLEARANCE AT HANDLE SIDE OF ALL DOORS TO/FROM RETAIL 3.) MAINTAIN 30' X 48' CLEAR FLOOR SPACE AT ALL CLM's, FL.M's, E.C.C's, B.P.M.'s, do A.T.M.'s. 4.) MAINTAIN 2'-8' MINIMUM CLEAR AISLE AT ALL COLUMNS. 2 EXISTING MEZZANINE PLAN 0-1 SCALE: 1 /8" = 1'-0" STRUCTURAL BARRIER REMOVAL SCOPE OF WORK REFER TO SHEET A-0.1 LEGEND: (E) = EXISTING (M) = MODIFIED (N) = NEW (R) = RELOCATED PP = POWER POLE WiO11111J O BREAKROOM (E) LACKERS C.H. = 8'-0' RECEMNG AREA E C.H. = 10'-3' -0" b —o• a I� i w z 0 U t 140'-0' (OVERALL) (V.I.F.) 110'-11' (RETAIL) (V.I.F.) SIGN (N) 84 -4 ................................................................. w......4g .....u78.:::.':::::. N ......... ... ......... `COS 87W U x HALL ) _ AM J C1 0 o i� F1 0 0 1 j 1 I TTN d :t AN EC a 4X60 WAVING ENDCAP (OPEN) 3xso _ (OPEN) (OPEN) I t719Z H 'scF 094tgE a LL 7"1 .... '.. _ ...... '......... '......... '.... .. '........ ' '.........' '....... '.' '........ _ :'.'....... ® WO /ELF 1� mmm ®° to; I MILN -� WNW * ryaMMEL I 1 'd 36X60 X64 EC ATED NELIT Eoi 1SDEC NR EC ATED Ec 4'-5 ........... M�BM w ............ 0 s 0 ( ... yw -a 3ma I (5'-5'� m w w o 5'-O' �$ a o g w 4'-11 ° -COS 7 w — tga IIII NT sv( �5'-9" < Y ih , �� U U 3 X m Lu /ELF rn " rn m x w g v v fz X 5`-0' = m ¢ X 4 -11 x Oro g ENDCV 1 U v rn g m g U g g N " ((OPEN U J U co) W x x A \/) �2' JC X Y N X OJ9U9C � m v D_ C g O tv g O Z X w Y M t+xf � Y F1g NW21 g m q 22 aw 23 x LL24 Y l X, d (� O Y —/ Y .p). :� J N rX X_ C p °' .~•) C p x� g g H o o w F o o "-L120 eq Nf O In Tw \ '� .�.. g g M 5 —D 8 g /V X X J t- ` ca R' ti) w gX OX m mtYm x 1� 'w U N x x x x v V _ x y x x X M U x CD J J •x• a x a x x w �.`..� xco (9 U mto x= x X? �M�/) w x X N Xg N 0 us M Us 3: gx t �1 ! � 5'-0° w xa� o cYi �iFIJ8 "' m a � a of 5'-0" - °° LL Y 4 -r w v, o g g ° °r w m w ca 5'-6" ZZ 14 ZOl= j ^ 4'-11° w 3�_g• a W = A(IPEI LLt�,1517oF1awot(tmCIV Fi-PEN) � ENpCAP ENt)CAP EC EC lam/ n wp 7-7- •' •-ECiy� 00 i� iv C is �" n °p `o EC d n i1 C.H. = 13'-1°/AR g11; r- C H. = 12'-5' BREAC aszrvee ;� to 00 F11 s I m r tor. sc QQ ao oo F1 m _D' BASIC N BOW I 89 F1 o m Aasuve E PHARMACY C.H. = 8'-r vp "�"� Wd3H ISd3d �� a Y � �• 6'-2' " 09tlfpliQ a J m 17, 4'-9' 5,_2• 6 VITMN LIF 42X60(3) F1 co w J o U i a 4'- p Jai VITMN LIF 42X60(3) v v a E4w E28 Ai EF11 7-9' ° O 31 r. TISS ECK 6X� g f I HLTH LIF ECK 33X60 (3) (3) 0 I 6'-1 • X 36x X60 yw . �C 1a 'f 2$ w =ZJ -. '�' ALRGY E 12XW (3) CH REM LIF ECK 12X60 (3) U PP a F1 1 30XW (3) K ED COLD LIF ECK 3OX60 (3) 6'-2' 7-6' .14 € A1ITOIUt1N1N (E) -- - S T i ; s,i - •^'"�""�� / 1 0 a) HUM 3X60 (3) E) 4'-! 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LAYOUT DESIGNER 1 PROJECT COURTNEY BAUER 401.770.6175 Add -Me PkNxgw, RESET GROUP FILE NOTES ALL I BARWARE TT BHD BOD TRK DAIRY DEt.AN DRUG FL WINE FSHN READ STORES J-HOOKS 1X1 CHECKOUT LABELS COTTON KIOSK CL2LOW GLASSES TRK 15X72 (3) WH tdENS E GINGE HELIUM HERSHEY •CLAIRES J440OKS tACTAtD M8M MEDLJNE MNYGRM ALE BELABEL BALLOON SYRUP CUTaN DISPLAY COTTON CNTR EVENT EVENT RACK RACK LABELS FIXTURE PA•t RH.Iff �TOA p wmuPw/o w LABEL EVENT PHOTO BATTERY SPINNER PN� POSTAGE PSE LVL1 STAMPS WAXAn C PSE RX READING REGI WL WMNAL LVL 1 3X84 GLASSES - ~WAXIER (3) END 3X66 R. (DC'-ALAR) ZEPHYmHLLS RELiIONN. IRX RETAIL AKE,AWA TOC F3 WATCH ZONNIC WTR ITEMS ECK PHARMACY MINIWMG BEVERAGE MINNVING ueaEverr MINI WING 4 PROGRAM LABELS 9.99 FBI OFF SHELF MAP KEY -OPEN POWER WING II -CANE SPINNER -OPEN ENDCAP K-BATTERY P.W. 1 #-DIE CAST FLOORSTAND L-LIP BALM P.W_ 4-PERFECT SCENTS F.S. LC-LIGHTERS/PLAYING CARD 9-LIP & LOTION FLOORSTAND MF--MAKEUP REMOVER F.S. 23RAINGEAR RACK SM 0-MEDICAL DEVICE AA -COMPRESSION THERAPY P.W. BATTERY F.S. BS-BROOKSIDE FLOORSTAND P-BODY MISTS F.S. SVO CP-COPPER FIT POWER WING PC- PHONE CHARGING F.S. EE-BATH POUF P.W. ELEV FILM SPNR W/MEDIA, PHONES PP -APOTHECARY P.W. ENERGY SHOTS P.W. PUCKER POPS P.W. PZ- POPARAZZI NAIL F.S. CF-CLAIRE'S HAIR ACC F.S. RR -SEWING P.W. HE -HELIUM TANK TY-BEANIE BABY FLOORSTAND UU-SHOE P.W. COSMETICS VERSIONS COS MGR RGI LOREAL YBELU �tFECT REVLON NOTES HOT SP07 HOT SPOT HOT SPOT ij,,,, HOT SPOT SVO LABELS LABELS LABELS LABELS COSMETIC CLASSIFICATIONS: cD•nebo Pkxmpm. s REVLON 144X78 W/HS LORL 1BOX78 W/HS MAYBL 180X78 W/HS COVERGIRL 10SX78 WIHS ALMAY 4BX78 NYX 6OX78 ELF 36X78 'ACC IMP 101X78 FT SAL NAIL 72X78 WITH ESSIE SAL HAN 5SX78 VINYLUX 24X78 ART NAIL 33X78 GONDOLA FIXTURE VENDOR: LOZIER SPECIAL MERCHANDISING NOTES: TIER 3 STORE •AnI• �LIGHTBOX PRELIMINARY MERCHANDISE PLAN COURTNEY BAUER 401 770 6175 3/12/18 AUDIOLOGY ADDED TO STORE (E) FILLER BOX OPTION C PHOTO LAB • SLIDE RUNS AS INDICATED TO MAINTAIN AISLE WIDTHS NEXT TO AUDIOLOGY • RELOCATE/SHIFT DOWN COSMETIC WALL TO ACCOMMODATE AUDIOLOGY ❑ • LIGHT SHELVES AT HEALTHY SKIN AND FACE • ADD QUEUE AT PHARMACY CHECK OUT ° REVISED PRELIMINARY MERCHANDISE PLAN COURTNEY BAUER 401,770,6175 4110118 • ADDED ADA WAITING SPACE TO RX WAITING (REMOVED ONE CHAIR AND RELOCATED AD RACK) FINAL NICOLE WAGNER 401-770-4854 5a/2018 • REMOVED AUDIOLOGY ROOM AND REPLACED EXISTING FIXTURE • RESET RUNS TO EXISTING CONDITIONS "OPEN 24 • INCREASE BASE DECK TO 19" IN AISLE 12 • UPDATED HALLMARK FIXTURE TO LATEST VERSION o UGHT80X (E) : ADDED 12' HALLMARK FIXTURE ALONG WALL RELO GIFT CARD END CAP SIGN (N) • RELO RX WAITING AREA • ADDED 6' FIXTURE ALONG RX WALL • REMOVED RUN IN GM/HEALTH QUADRANT INCREASED BASE DECK TO 18" IN AISLE 5 UPDATED AISLE MARKERS/PLACEMENT DUE TO RUN REMOVAL J ADDED 6' FIXTURE TO END OF HEALTH RUNS a • SLID HEALTH QUADRANT FORWARD TO MAINTAIN MINIMUM OF 6' AISLE v • DRIVE AISLE ADJUSTED o • LAYOUT REFLECTS CURRENT MERCHANDISING GUIDELINES AND STANDARD in 1 c d-j O V a� +I FLOORING LEGEND CARPET FLOORING: F1 RETAIL SALES FLOORING EA COMPANY: INTERFACE DESCRIPTION: CUSTOM EXPOSED 50CM CARPET TILE COLOR: 180527 SQ.FT.: 7,760 SQ.FT. (INCLUDES DRIVE AISLE) N FF1 DRIVE AISLE - NEW/RELO to "MONEYGRAM" COMPANY: INTERFACE LIGHTBOX (E) DESCRIPTION: CUSTOM EXPOSED 50CM CARPET TILE eAOR TO RELO F.E. COLOR: 108191 I OPEN 24 HOURS' F1 CUSHION -BACK CARPET TILE (NEW/RELO/REND-BIR DESCRIPTION: BEHIND CHECKOUT & PHARMACY UGHTBOX (E) COMPANY: INTERFACE —PHOTO PRODUCT: SAN ROCO -DE 7 CH. = 13-1 / COLOR: 8883 - GRIGIO C.H. = 12'-5' ITEM #: 1466802500 SQ.FT. 148 SQ.FT. (BEHIND CHECKOUT ONLY-THH) IBULE FLOORING (NEW SPEC. 11 /20/17) FVESTF2 DESCRIPTION: USED IN (FL AND PR ONLY - NOT CA) o� COMPANY: Mats Inc. COLOR: BLACK FILLER BOX ITEM #: RTSG41_BK SOFTGRID SQ.FT. 103 SQ.FT. F2 VINYL FLOORING: COOLER AREA VINYL TILE DESCRIPTION: LUXURY VINYL TILE COMPANY: MATS INC COLOR: FLOORWORKS PLANK GRAY ASH ITEM #: W 7550 SQ.FL: 150 SQ.FT. OMITTED DEPARTMENTS: • CHILD BOOK • BATTERY 2 P.W. • DIG MEM • COMPRESSION THERAPY P.W. • GLACEAU FLM • PREPAID PHONE F.S. • REUSABLE BAG RACK • HONEST BABY • UPSELL • PET BED RACK DEMOGRAPHICS CLUSTER DEFINITION HISPANIC AFRICAN FILM MAP KEY LP -TIER NOTES AREA AMERICAN CK COKE N/A N/A PS- PEPSI LP TIER LIF (DRIVE AISLE) arty sro% NuWER. 0651 37943 EILAND BLVD. ZEPHIRHILLS, FL 33542 PRoJEcT rrK- rEMr I nuoio I aa► oe&rft.N/A ARCHITECT OF RECORD Robert Reid Wedding. Architects & Planners, AIA, Inc. 4112 Cypress Street - Tampa, Florida 33607 - 813-879.6996 612 South Mitrary Trall - Deertetd Beach, Fbdd® 33442 - 954-492-9980 Fbdda Ucenae V: ArWtecaaallUrterbr Design: AA•C001123 - Engineering: 00002655 CMILTANT: DDELOPER: Keith F. Silas AR0012923 REVISIONS: 06/06/18 REV1 REMOVAL OF AUDIOLOGY DRAWING BY: SR/RK/KS/BO DATE: 03/05/2018 JOB NUMBER: 18027 TITLE: MERCHANDISE PLAN SHEET NUMBER: F-1 COMMENTS: SURVEY 1�Ii11i1�I�I���I�IpY�YI�I11Mp11paWwr�u,�l�ru�r.rrur ZArtRIIAI LEGEND o = WALL TO REMAIN o = WALL TO BE REMOVED o = VALANCE TO REMAIN c===3 = VALANCE TO BE REMOVED (E) = EXISTING TO REMAIN (R) = EXISTING RELOCATED (D) = DEMOLISH / REMOVE F F F F = EXIST FLOOR FINISH TO BE REMOVED FFFFF FFF TRACK POCKET DOOR (M) + 1dn'_n" lnuFRel I 1 lul F 1 GENERAL NOTES 1. REFER TO SHEET A-0.1 FOR DETAIL SCOPE OF WORK. 2. PROVIDE STORAGE CONTAINER FOR CONSTRUCTION MATERIAL INCLUDING OFFLOADING ALL CONSTRUCTION RELATED DELIVERIES. COORDINATE LOCATION OF STORAGE CONTAINER WITH STORE MANAGER 3. PROVIDE DUMPSTER FOR ALL CONSTRUCTION DEBRIS. 4. ALL WALLS SCHEDULED TO REMAIN THAT ARE DAMAGED UNDER THIS SCOPE OF WORK SHALL BE PATCHED AND PAINTED TO MATCH EXIST. COORD WITH PM. 5. COORDINATE BURGLAR ALARM RELOCATION / INSTALLATION WITH CVS ASSOCIATED PROTECTION SERVICES (APS) DEPARTMENT. END PANEL (R) POS & CREDIT CARD READER (R) — 4'-0" SECTION OF COUNTERTOP (D) 1 UNDERMOUNT EAS (R) 20'-4" CHECKOUT (E) 1 POS & CREDIT CARD READER (E) — POS & CREDIT CARD READER (E) GATE (D) POS & CREDIT CARD READER (R) DEMOLITION NOTES 1. SAVE ALL EQUIPMENT AND UTILITIES FOR RE —USE. 2. REMOVE/RELOCATE EXISTING MERCHANDISE FIXTURES PER SHEET F-1 MERCHANDISE PLAN. 3. RELOCATE, LEVEL AND STRAIGHTEN MERCHANDISE FIXTURES PER LATEST SHEET F-1 MERCHANDISE PLAN. 4. REMOVE ALL EXISTING AISLE MARKERS. COORDINATE WITH STORE SETUP. 5. REMOVE EXISTING HANGING GRAPHICS AND TRACKS THROUGHOUT. 6. REMOVE WALLCOVERING & LAMINATE FROM WALLS THROUGHOUT RETAIL & PREPARE SURFACE FOR NEW FINISH. 7. REMOVE EXISTING FLOORING AND VINYL BASE IN RETAIL, PHOTOLAB, CHECKOUT, PHARMACY, HALLWAY. 8. RELOCATE EXISTING FIRE EXTINGUISHERS AS REQUIRED. I I I I— L--J I a CARPET & � BASE (D) J _ C.H. = 13'-1 iir--i nl'I III I u�1 H L_ 1 J1 u I III I KPM R _36" KPK_JJ i �dl DIGITAL ORDER STATION (R) III I p I II I I I I SCANNER (R) r—� j L J ti I I I I I DIGITAL ORDER STATION (R) i it j II MONEYGRAM (R) I II I I * NOTE: I RELOCATE PASSPORT SCREEN AS DIRECTED BY II STORE MANAGER ENLARGED PARTIAL CARPET & BASE (D) 9 I IF 570 I I I I F-- I I I I I (E) HE HELIUM TANK (R) FlRE EXTINGUISHER (R) F� PRINTER (R) APEX PROCESSOR (R) CASEWORK (D) REMOVE & REPLACE DAMAGED GYPSUM BOARD SINK (D) - CAP PLUMBING SOAP (D), TOWEL DISPENSER (D) SENSOR(E) ALARM (E) � STOM NUMBEft. 06511 37943 OLAND BLVD. ZEPHYRHILLS, FL 33542 PROJECT TYPE RESET / AUDIO / ADA DEAL TYPE: N/A I cs MEcT rr• 121254 � ARCHITECT OF RECORD: Robert Reid Wedding. Architects & Planners, AIA, Inc. 4112 Cypress Street - Tampa, Florida 33607 - 813-879-6996 612 South Military Trail - Deerfield Beach, Florida 33442.954-492-9980 Florida License Irs: Architectural/Interior Design: AA-CO01123 - Engineering: 00002655 CONSULTANT I DEVELOPER: FS—EA—U. REVISIONS: DRAWING BY: RK/KS DATE: 04/23/2018 JOB NUMBER: 18027 TI TLE: DEMOLITION FLOOR PLAN SHEET NUMBER: AD - COMMENTS: TAKE —OFF / BID SET 1' .... .,.. Z J U I Q Ito W — I— tn X FRONT WALL ELEVATION ",A_-2 SCALE: 1/4" = 1'-0" EXISTING ATM LIGHTED SIGN. WELCOME/OPEN 24 HOURS ENTRANCE SIGN (D) r _ _ _ z _+ o LIGHTED HEADERS LO W ' / r ' LINE OF FIXTURES —� I w Cli cli 00 ri II II �� � II n ii I I I CORNER BOX (D) EXISTING S.O.A. (MANAGER'S OFFICE) WALL FIXTURES (D) TM (E EXISTING 'BEAUTY HANGING WOOD TRIM GRAPHIC PANELS (D) (D) EXIT I LIGHTED HEADERS L \ LINE OF FIXTURES —�— N� 1 \ ^N I I "y X v \ W I I I ll II � I FIRE EXTINGUISHER (R) EXISTING TUR EXIT DOOR �, SHELVING (D) (D) 2 LEFT SIDE WALL ELEVATION AD-2 SCALE: 1/4" = 1'-0" 3 BACK WALL ELEVATION AD-2 SCALE: 1/4" = 1'-O" c� z J W U J I ;!s i— N X 7 7 F 777 IGRAPHICPHOTO I I M PHOTNUO I �GPHOTO RAPH CI (D) I I GR(DP) IC I I (D) L-1L L-� -TII I� CC READER (R), POS (R), EAS (R) FLM J\ — — FLM :OGLE [4'-O-SEC11ON (D) (E) LINE OF FIXTURES 20'-4" CHECKOUT (M) EXISTING MONEYGRAM LIGHTED SIGN EXISTING OPEN 24 HOURS LIGHTED SIGN CC READER (R), POS (R), EAS (R) n KPM (E) ADA SHELVING (D) I�HECKOUT (D) I, GATE (D) HELIUM TANK (R) FIRE EXTINGUISHER (R) - PRINTER (R) UTILITY CHASE (E) (2) POS (R), MG (R), SCANNER (R) G4 (R) G4 oho I APEX (R)' MILLWORK PANEL (D) JN "B" PHOTO LAB (D) PHOTO MILLWORK (D) — SINK (D) - CAP PLUMBING A - WOOD TRIM 'BEAUTY HANGING GRAPHIC PANELS (D) EXISTING 'BEAUTY HANGING (E) GRAPHIC PANELS (D) 7 I - — — — — — — — — LIGHTED HEADERS — � LIGHTED HEADERS LINE OF FIXTURES LINE OF FIXTURES r ' II II ri II II ll 00 II II ll EXISTING S.O.A. (MANAGERS OFFICE) "PHARMACISTS WHO EXISTING "PHARMACY HANGING CARE" HANGING GRAPHIC PANELS (D) GRAPHIC PANELS (D) "HALLMARK" HANGING 'STATIONERY HANGING WOOD TRIM (D) WOOD TRIM (E) GRAPHIC PANELS (D) GRAPHIC PANELS (D) i I I I I ILI l _1 � 7F -7 177 117 Thar7nacists care 1 I.-: C-D =L z (/)Z W Dro -Off Consultatio Pick -Up Uj r --1 � LIGHTED HEADERS RIOa I (D (D) (D) (� 711 — — � a I LINE OF FIXTURES N I — — — — Q.M.I. GRILLE #2 (E) II II — — — — -- — AS PAD EAS PAD7 7 II / II N W " 34"\ II II DROP-OFF (D)DROP-OFF ) 1111001111111111a MU MIA Lm-mu— — I EXT'G 4'-2" UNIWEB ADA 6'-2" UNIWEB S-O" CONSULT ADA AREA RILL WORKBENCH (E) WORKBENCH (E) GATE (M) 11'-4- CHECKOUT (E) SHELVING (D) OCK ALL DOOR LEDGE (D) CARD READER (R) DOOR & FRAME (D) (E) "FOOD" HANGING GRAPHIC "BEVERAGE' HANGING WOOD TRIM (D) WOOD TRIM (E) "HEALTH' HANGING GRAPHIC PANELS (D) GRAPHIC PANELS (D) PANELS (D) rL �� d �- I I �I I -�- I 1 i I � LIGHTED HEADERS LIGHTED HEADERS T — T — T — — — — — T — — LIGHTED HEADERS LIGHTED HEADERS INE OF FIXTURES — I I I I I —INE OF FIXTURES I I SINE OF FIXTURES �—tINE OF FIXTURES I I I I I I I I I tFF- r I I I I I I I I I I I L-PHOTO CASEWORK (D) 4 RIGHT SIDEWALL ELEVATION AD-2 SCALE: 1/4" = 1'-0" 1-DOOR 1-DOOR I 3-DOOR 3-DOOR 3-DOOR 3-DOOR 3-DOOR EXISTING GRILLE _ICE FREEZER L COOLER COOLER COOLER COOLER COOLER POCKET (E) (E) (E) (E) (E) (E) (E) CLEAN COOLER & FREEZER EXTERIORS & TOPS STM WMER 0651 37943 OLAND BLVD. ZEPHYRHILLS, FL 33542 PROJECT TYPE: RESET / AUDIO / ADA DEAL TYPE- N/A I Cs PROJECT Nu 1212541 ARCHITECT OF RECORD: ! A It Robert Reid Wedding Architects & Planners, AIA, Inc. 4112 Cypress Street - Tampa, Florida 33607.813-879-6996 612 South Military Trail - Deerfield Beach, Florida 33442 - 954-492-9980 Florida Lkense #'s: Architecturel/Interior Design: AA-0001123 - Engineering: 00002655 COWS DEVELOPER REVISIONS: DRAWING BY: RK/KS DATE: 04/23/2018 JOB NUMBER: 18027 TI TLE: INTERIOR DEMOLITION ELEVATIONS SHEET NUMBER: AD 2 COMMENTS: TAKE -OFF / BID SET I. DOOR TYPES LEGEND �w� u O INDICATES DOOR - RE: THIS SHEET FOR DOOR SCHEDULE .4tt wt am T) m m FLM (E) OX - PARTITION TYPE 4'-0' ADA SEC110N (N) `A" No ® FLOOR PLAN NOTES DOOR TYPE NOT USED DOOR TYPE `B" !� O FINISH DESIGNATION 'OS & CREDIT CARD READER (R), EAS (R) O TACTILE "EXIT' SIGN TE TACTILE "EMERGENCY EXIT ONLY" a TA TACTILE "FOR ACCESSIBLE EXIT USE FRONT DOOR" (E) EXISTING TO REMAIN 'OS & CREDIT CARD READER (R), EAS (R) (R) EXISTING RELOCATED (N) NEW IE (►il) MODIFIED 'OS & CREDIT CARD READER (E) EAS (E) -rail WALL LEGEND EXISTO G CONCRETE SLAB REPOUR CONCRETE SLAB (3000 PSI) DOOR AS SCHEDULED WITH # 3 EPDXY DOWELS AT 12`O.C. W/ 4` EMBEDMENT INTO EXISTING GWB GWB DOOR FRAME BEYOND SLAB AND 1 13 CONTINUOUS SEALANT, EA SIDE SEALANT, EA SIDE CARPET TILE/FLOOR FINISH DOOR FRAME DOOR FRAME • SCHEDULED DOOR SCHEDULED DOOR � b t. \ \ PROVIDE VAPOR BARRIER 5 . �4WELL \\/\\/\\/\ COMPACTEAND /��/��/�� �� TERMITE RE -TREATED FILL 2 HOLLOW METAL HEAD 3 HOLLOW METAL JAMB 4 THRESHOLD 5 SLAB REPAIR A-1 SCALE: 1 1 /2" = 1'-0` A-1 SCALE: 1 1/2' = 1'-0' A-1 SCALE: 1 1/2* = 1'-0` A-1 SCALE: 1 1/2" = 1'-0' TEMP. SENSOR 1/8` = 1'-0` t 140'-0- (OVERALL) (V.I.F.) 110'-11" (RETAIL) (V.I.F.) o EXIST WALL NEW WALL c - EXISTING VALANCE TANK (R) GENERAL NOTES 30S & CREDIT CARD READER (E), 05 (E)- �-4- � I , -- SHEI.-MG (N) SENSOR(E) M (E) EXTINGUISHER (R) (2) DIGITAL ORDER STA `. 1/4" = 1'-0' Z) t (R) CAFE (N) 1. REFER TO SHEET A-0.1 FOR DETAILED SCOPE OF WORK. 2. REFER TO SHEET A-0.2 FOR SERVICE AND TRANSACTION ACCESSIBILITY. 3. SEE SHEET A-3 FOR FINISH INFORMATION. 4. ALL WORK TO BE PERFORMED IN ACCORDANCE W/ ALL LOCAL & STATE BUILDING CODES 5. ALL WORK TO BE VERIFIED WITH P.M. PRIOR TO START OF WORK. 6. UNLOAD ALL DELIVERIES TO JOB SITE & REMOVE OF ALL DEBRIS CAUSED BY THE WORK. 7. PROVIDE ALL TEMPORARY BRACING. 8. CLEAN AND PREPARE SUBFLOORS TO RECEIVE NEW FINISH. 9. ALL DIMENSIONS SHOWN ARE FROM FINISH SURFACE TO FINISH SURFACE, 10. ALL NEW WOOD INSTALLED THROUGHOUT THIS PROJECT SHALL BE FIRE -RETARDANT. 11. ALL WALLS SCHEDULED TO REMAIN THAT ARE DAMAGED UNDER THIS SCOPE OF WORK SHALL BE PATCHED AND PAINTED TO MATCH EXIST. COORD WITH PM. 12. (LEAN CEILING SUPPLY DIFFUSERS AND RETURN AIR GRILLES. 13. CLEAN STOREFRONT GLASS AND ALL WALLS 14. RESET ALL MERCHANDISE FIXTURES & CATEGORIES. 15.INSTALL BULKHEAD PANELS, DUMMY COLUMNS, END PANELS AT GONDOLAS, WALL UNITS (INCLUDING TOP RAIL CUPS ON EXISTING WALL UNITS ABOVE 60` AND WOOD STRAPPING ON NEW WALL UNITS). 16. RE -LOCATE, LEVEL, AND STRAIGHTEN MERCHANDISING GONDOLAS/FIXTURES PER LATEST MERCHANDISE PLAN. 17. INSTALL FURRING STRIPS FOR WALLFIXTURES AS REQUIRED. 18. PROVIDE ADDITIONAL BACKING AND SUPPORT IN WALLS FOR NEW BEER AND WINE AREA 19. PATCH AND REPAIR WALLS AS REQUIRED WITH RELOCATION OF MERCHANDISE FIXTURES 20.000RDINATE DIMENSIONS AND LOCATION OF CARPET TILES WITH FINAL MERCHANDISE PLAN. 21. PATCH RETAIL CARPET AFTER FIXTURE MOVE AS DIRECTED BY CVS PROJECT MANAGER. 22.APPLY P8 PRIOR TO ALL VINYL INSTALLATION. 23. TRANSITION OF FLOORING MATERIAL AT DOORWAYS: CHANGES IN LEVEL UP TO 1/4 IN MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BETWEEN 1/4 IN AND 1/2 IN SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. CHANGES IN LEVEL GREATER THAN 1/2 IN SHALL BE ACCOMPUSHED BY MEANS OF A RAMP THAT COMPLIES WITH FBC CH 11 405 OR 406. 24.CLEAN COOLER AND FREEZER CONDENSER GRILLES. WIPE DOWN COOLERS AND FREEZERS AFTER RELOCATION. 25.EXISTING COOLER ISSUES TO BE IDENTIFIED AND ADDRESSED. 26. ALL NEW OR RELOCATED WALL FIXTURE TO TIE INTO EXISTING POWER FOR LIGHTED HEADERS 27. COORDINATE AND INSTALL ALL COMMUNICATIONS WIRING (EAS, PHONES, P.O.S) 28. EXTEND DUCTWORK AS REQUIRED. 29. RE -LOCATE ALL EXISTING UTILITIES AS REQUIRED. 30.TAPE ALL DRYWALL JOINTS WITH A MINIMUM OF TWO COATS OF JOINT COMPOUND. ALL COMPOUND JOINTS TO BE WET -SANDED ONLY. 31. MOUNT FIRE EXTINGUISHERS AT 4'-0" A.F.F. MAX TO TOP OF EXTINGUISHER AND 27" MAX TO BOTTOM OF EXTINGUISHER (SUPPLIED BY TENANT). VERIFY THAT EACH FIRE EXTINGUISHER HAS SIGNAGE IDENTIFYING ITS LOCATION PER NFPA. IF SIGN IS MISSING INSTALL NEW SIGN TO MATCH EXISTING 32. COORDINATE BURGLAR & FIRE ALARM INSTALLATION/RELOCATION WITH CVS ASSOCIATED PROTECTION SERVICES (APS) DEPARTMENT 37943 EILAND BLVD. ZEPHYRHILLS, FL 33542 PROJECT TYPE- SET / ADA DEAL TYPE- NIA Robert Reid Wedding. Architects & Planners, AIA, Inc. 4112 Cypress Street - Tampa, Florida 33607 - 813-8794M 612 South MMmy TraN - Dew#dd Beads, Florida 33442 - 954492-9980 Florida License 9s: Nd4Eacbmi Merbr Design: AA-CO01123 - Engineedng: 00002655 EWA..; UM rr7G/' U Keith F. Silas AR0012923 REVISIONS: 06/06/18 REV1 REMOVAL OF AUDIOLOGY DRAWING BY: RK/KS/BO DATE: 04/23/2018 JOB NUMBER: 18027 TI TLE: FLOOR PLAN, SCHEDULES AND NOTES SHEET NUMBER: COMMENTS: APPROVED I Id INTERIOR FINISH SCHEDULE TAG I MATERUL / DESCRIPTION I MFR. STYLE/ CAT. NO. I COLOR NOTES ACOUSTICAL Al CEILING TILE MATCH EXISTING MATCH EXISTING WHITE 2 x 4 PANELS PAINTS / SEALANTS r-P-1-1 PAINT BENJAMIN MOORE OC-145 ATRIUM WHITE EGGSHELL FINISH, ECOSPEC 374, 2 COATS, WALL I TRIM PAINT, r-P-2-1 PAINT BENJAMIN MOORE MATCH EXISTING MATCH EXISTING SMOOTH sir PAINT EXISTING MANAGER'S OFFICE DOOR THRESHOLD COLOR TO MATCH EXISTING PTB PRIMER NU-BRITE/MURALC 8400/CLEAR ® PAINT BENJAMIN MOORE BM981 WINDS BREATH EGGSHELL FINISH, ECOSPEC 374, 2 COATS, WALL / TRIM PAINT. ALL HEARING CENTER WALLS. CONTACT: PALM. BALLAS, 906-902-3614 T2 PANT, EGGSHELL BENJAMIN MOORE BM 779 FAR" BLUE ECOSPEC 374, 2 COATS, WALL PANT. PAINT, FLAT BENJAMIN MOORE BM 20DI-10 RAINY RED 2 COATS, RX VALANCE ® PANT, FLAT BENJAMIN MOORE V342 ATRIUM I•I1E COROTECH HIGH PERFORMANCE PRE -CATALYZED WATERBORNE EPDXY, EGGSHELL FNISFI CERAMIC TILE 0=cmmc DALTTLE CONTACT. (877) 556-5728 SALERNO (ilg0 PERLA SL84 FLOOR TILE 12x1$ WALL TILE 12x12, WALL TILE 6x6, COVE BASE 6x12 & MLLNOSE 302. LA11C RE1E GROUT - #150 DUSTY GREY FLOORING 0 MODULAR CARPET INTERFACE B0300 3055 SLATE REFER TO 'CARPET AW SPEC R-21 MODULAR CARPET INTERFACE FLOR-S (6003002504) 3059 ANTHRACITE REFER TO 'CARPET' SPEC FF16 VINYL BASE BURKE MOM 4GL COVE 701 BLACK FF18 ANTI -FATIGUE FLOORING INTERFACE SAN ROOD 1466802500 8883 LRIpO REFER TO CARPET TILE" SPEC, CUS♦ IONBAC & BACKING 0 SOFT GRID MAT MATS. INC. RTSG4LBK a" REFEIR TO FURNG*IGS, SPEC, EINWARM FLOOR MATS AND FRAMES Q VINYL 11LE MATS. INC. FLOOR WORKS PLANK W7550 GRAY ASH INSTALL TILE WITH LONG LENGTH PATtka TO WITH DOOR. WALL COVERING OW-1-21 PHARMACY KXIN WAL LCOVERING 3' CHAIR RAIL TO BE INSTALLED 3Y AFF TO CENTER CHAIR RAIL WI8 ACROVYN CHAIR RAIL IMPACT SPECIALTIES M 1035 CLAMSFIELL am AL MOUNTING �' CAPS & OUTSIDE CORNERS, RE 9 A-4.1 INTERIOR FINISH NOTES: 1. ALL INTERIOR FLOORING FINISHES SHALL CONFORM M A CLASS 1 RATING WEN TESTED PER ASTM E 684, AND A MAXINAN SPECIFIC OPTICAL DENSITY OF 450 OR LESS WHEN TESTED PER ASTM E 66Z 2. ALL INTEINIOR WALL FINISHES SHALL CONFORM TO A LASS A FLAME SPREAD RATING AND A MAXWM DEVELOPING RATING OF 4% 3. ALL ACOUSTIM CEILINGS SHALL CONFORM TO A MAMMUM FLOE SPREAD IM OF 25 AND A MAWN SMOKE DEVELOPED INDEX OF 50. 4. ALL INTERIOR FINISHES SHALL HAVE A MINIMUM CRITICAL RADIANT FWX OF LASS 1 OR BETTER. ROOM FINISH SCHEDULE ROOM NAME WALLS - RE: NOTE 1 RR BASE CEILING CEI HGT• REMARKS 1 2 3 4 ENTRY ® - - L - FF21 FF16 EIOSI K REPUWCE DNi 0 PARS 13'-1" RETAIL AREA PTZ ® ® FFTt FF16 Ef091NG, REPUICE D�WIGFD PANELS IDUK 12'-5'/13'-1" & UNDERSIDE OF VALANCE PHARMACY " PT2 ® ® M_8- 1 rM--61 RET;ACE DAM PNMELS 8'-7" PHARMACY WAITING " ® W -2 FF11 FM__61 DOSI K REPLACE DAYA6ED PANELS 8'-7' INSTALL WN aMMRRAIL wta Pm 192 COOLERS - - - T2 fFF16 1 D051ING, REPUYCE I)WO PARS 12'-5' CHECKOUT PT2 - - - FF18 FF16 D051 K REPLACE OAW6m PNE1S 13'-1' DIGITAL CAFE 72 - - - FFtO FF16 D09 K REPM ONM PAWS 13'-1' EMPLOYEE HALLWAY ® " " PTT FF11 FF16 D091NG, REPUICE DAM PMS 8'-7" TOILET ROOMS PTZ PTZ ® I M EX/M"EX IMN, NB ® 8--0" NOTE: 1. WALLS ARE NUMBERED STARTING WITH THE WALL 0 CHECKOUT AS 11, do THEN ROTATE COUNTER -CLOCKWISE 2. GC IS RESPONSIBLE FOR INSTALLING COVE BASE WHERE THEY ARE INSTALLING FLOORING. 3. INTERFACE IS RESPONSIBLE FOR COVE BASE WHERE THEY ARE INSTALLING FLOORING. GENERAL G.C. NOTES: 1. G.C. AND/OR C.P.M. REWIRED TO ORDER CERTAIN SPECIFIED EQUIPMENT USING THE M.C. ORDER GUIDE VIA S.O.S. ORDER GUIDE ,f7. REFER TO ORDER GUIDE FOR SPECIIC S.O.S. EQUIPMENT TO ORDER. A-3 % SCALE: 1 /8" = 1'-0" it s FF10 CNM -- NOT HAXIED FIN OAffff FF,$ CaN chat carrPEr .❖.•. © a „ 1_J L=J 110 -11 GENERAL NOTES 1. REFER TO SHEET A-0.1 FOR DETAILED SCOPE OF WORK 2. COORDINATE DIMENSIONS AND LOCATION OF CARPET TILES WITH FINAL FIXTURE PLAN. 3. PATCH RETAIL CARPET AFTER FIXTURE MOVE AS DIRECTED BY CVS PROJECT MANAGER. 4. APPLY PT8 PRIOR TO ALL VINYL INSTALLATION. 5. FLOORING IS ORDERED AND INSTALLED BY THE GENERAL CONTRACTOR FOR THE FOLLOWING AREAS: - PHOTO - COOLERS - BEHIND FRONT STORE CHECKOUT - BEHIND THE PHARMACY INTERFACE ORDERS AND INSTALLS ALL REMAINING FLOORING THAT IS IDENTIFIED AS PART OF THE SCOPE OF WORK. 6. DRIVE AISLE CARPET SHOULD EXTEND TO THE EXTENT OF ALL MILLWORK PANELS ON RETAIL SB)E. 140 PHARMACY OR CHECKOUT/ DIGITAL CAFE CARPET SHOULD BE VISIBLE FROM RETAIL. 7. REPUTE DAMAGED VINYL BASE THROUGHOUT THE STORE 8. PATCH, REPAIR k PAINT WALLS, CARPET do CEILING AS REQUIRED 9. PREPARE ALL SURFACE TO RECEIVE NEW FINISHES PER MANUFACTURERS RECOMMENDATIONS. PROVIDE MOISTURE RESISTANT TILE BACKER BOARD AT RESTROOMS. WALL LEGEND EXIST WALL NEW WAIL = -= EXISTING VALANCE � � r 37943 OLAND BLVD. ZEPHYRHILLS, FL 33542 PROJECT TYPE FEBET / ADA DEAL TYPE N/A �1��iil1 ■L �1 �ouI 0-III -i Robert Reid Wedding. Architects & Planners, AIA, Inc. 4112 Cypress Street - Tampa. Florids 33607 - 813.879.6996 612 South Military Trail - Deaisid Beach, Florida 33442 - 954-492-9980 Florida License Vs: Archhe axalllnterlor Design: AA-CO01123 - Erginee g: 00002655 CC=LTAW: DEVELOPER Keith F. Silas AR0012923 REVISIONS: 06/06/18 REV1 REMOVAL OF AUDIOLOGY DRAWING BY: RK/KS/BO DATE: 04/23/2018 JOB NUMBER: 18027 TITLE: FLOOR FINISH PLAN & FINISH SCHEDULE SHEET NUMBER: COMMENTS: APPROVED A-3 ' NOTE: VERTICAL DIMENSIONS TO TOP OF OPERABLE PART OR REACH x C� Y �o <W x Q = I.-: La_ O J '4- O Lao' e x to Z I C, MwCD OZ rN Z N O N PAPER HAND SOAP TOILET SEAT COAT HOOK S FACE -MOUNTED SURFACE -MOUNTED BABY CHANGING TOWEL DRYER DISPENSER COVER WASTE RECEPTACLE SANITARY NAPKIN STATION HOLDER DISPENSER DISPOSAL 1'-3" OF TACTILE OF TACTILE CHARACTERS FACE OF WALL CHARACTERS 1 "-2 CANE -TOUCH APRON 5" 15" e x POUT MAX IN ~ o- o - a o MIN) _ MIN) M Q o Q A JA a `N N m a LEAR o z LEAR o z =I o O= I - M I O N ;.� = I ONO Z~ N = Z N 1 0 C.� N O N am BABY CHA G EL TRIC WATER NEE & OE 1 STATION COOLER CLEARANCE (ELEVATION) (ELEVATION) MI MOUNTING = CENTER MIRROR ON LAVATORY MIN _j MIN. BRACKET TACTILE °D g TACTILE INSULATION AT COLD & HOT FROM a- 3'-0" MIN. PROVIDE Z S-4" FIRE CHARACTERS CHARACTERS WATER AND DRAIN PIPES AS 25 WALL OPEN SIDE 1 1/2" MIN. 1'-8" EXTINGUISHER t A-5/SCALE: 1/4" = 1'-0" URINAL PARTITION (D) WASTE (D) PAPER TOWEL DISPENSER (D) LAVATORY (R) FAUCET (D)INSULATION (D) FAUCET (D) FRP (D) TILE & BASE (D) TOILET PARTITION (D) BABY CHANGING STATION (R) LAVATORY (R) MIRROR (R) FAUCET (D) SOAP (R) PAPER TOWEL DISPENSER (D) HAND DRYER (D) SCALE: 1/4" = 1'-0" TOLIET PARTITION (N) SOAP (R) MIRROR (R) LAVATORY (R) FAUCET (N) HAND DRYER (N) INSULATION (N) I T1 WOMEN'S TOILE SCALE: 1/4" = 1'-0" GRAB B1 FAUCE' INSULATIC WAS' ADJUST SLOB DRAI 9 MEWS TOIL[ A-5 SCALE: 1/4" = 1'-O" TOILET PARTITIC FAUCE WAS1 1' 0" 2'-O" CLEARANCE AT iv 12 42 18 I MIN. GRAB BAR 8»� A MIN I z MIN. O Z W C:) N (.D ta_ (/7 N Q O REAR GRAB BAR TOILET TISSUE SURFACE -MOUNTED DISPENSER SANITARY NAPKIN DISPOSAL FRP (D) TILE & BASE (D) BABY CHANGING STATION (R) GRAB BAR (R) PAPER TOWEL DISPENSER (D) SOAP (D) LAVATORY (D) MIRROR (D) HAND DRYER (D) ALTER FLOOR SLOPE (M) TOILET PARTITION (D) URINAL (D) PR ATION 5 WOMEN'S TOILET ELEVATION A-5 SCALE: 1/4" = 1'-O" VERTICAL GRAB BA 10 MEN'S TOILET ELEVATION A-5 SCALE: 1/4" = 1'-0" FAUCET (N) LAVATORY (R) INSULATION (N) ICE CHECKER (D) WAITING CHAIR (D) I I BPM (R) RDWARE (R) D) WAITING CHAIRS (D) TOILET ROOM ACCESSORY SCHEDULE ITEM DESCRIPTION (OR APPROVED EQUAL) 18" GRAB BAR BRADLEY 8120-001180 WASTE SURFACE -MOUNTED RECEPTACLE BOBRICK B-279 FAUCETS DELTA 520LF-WFMPU W/O POP-UP DRAIN HAND DRYER BRADLEY 2902-2800 110 120V RESTROOM SIGN MEN W ISA GRAPHIC RESTROOM SIGN WOMEN W ISA GRAPHIC TOILET PARTITION SEE DESCRIPTION A-0.1 CANE -TOUCH APRON FOR WATER COOLER INSULATION O a L J IF THERE IS NOT AT LEAST NOTE: a o w o N 12" OF WALL ADJACENT TO 1 VERIFY HEIGHT WITH LOCAL CODES z L o wo Q o w Q o z t8» AN IN -SWINGING DOOR THEN THE SIGN CAN BE PLACED ON 2 DO NOT MOUNT ACCESSORIES ABOVE GRAB BARS. i = o �- x MIN. THE FACE OF THE DOOR (BUT 3. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING `" 1— N N 0° W -I W (PLAN) (PLAN) ONLY IF IT HAS A CLOSER OBJECTS BELOW AND AT THE ENDS SHALL BE 1 1/2" SIDE &VERTICAL GRAB FIRE EX INGUISHER OUTSWINGING DOOR INSWINGING DOOR AND NO HOLD -OPEN DEVICE.)MINIMUM. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ABOVE SHALL BE 12" MINIMUM. BARS NOTE: NOTE: 4. OPERABLE PARTS SHALL NOT REQUIRE MORE THAN 5 PROVIDE 30"X48" CLEAR SPACE AT EVERY FIRE SIGNAGE SHALL COMPLY WITH 2O10 ADA STANDARDS. SIGNS SHALL HAVE A NON -GLARE LBS OF FORCE TO OPERATE & SHALL NOT REQUIRE EXTINGUISHER AND PULL STATION. DO NOT ENCROACH ON FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WTH THEIR BACKGROUND. (REFER TO TIGHT GRASPING, PINCHING, OR TWISTING OF THE REQUIRED DOOR CLEARANCE. 2010 ADA 216, 703.2, 703.3) WRIST. 5. PROVIDE 2x6 DIMENSIONAL LUMBER IN PARTITION AT HEIGHT REQUIRED FOR ACCESSORY INSTALLATION. LAVATORY (R), FAUCET (N), INSULATION (N) FAUCET (N) HAND DRYER (N) WASTE (N) TILE & BASE (N) TOILET PARTITION (N) ALTER SIZE TO BE COMPLIANT SOAP (R) LAVATORY (R) MIRROR (R) FAUCET (N) HAND DRYER (N) WASTE (N) SELF CLOSER, PULL (N) BABY CHANGING STATION (R) VERTICAL GRAB BAR (N) A-5/SCALE: 1/4" = 1'-0" WOMEN'S TOILET ELEVATION A-5 SCALE: 1/4" = 1'-0" HAND DRYEI BABY CHAP STATIOI 11 MEN'S TOILET ELEVATION A-5 SCALE: 1/4" = 1'-0" E (N) 8 WOMEN'S TOILET ELEVATION A-5 SCALE: 1/4" = 1'-0" T1 12 MEN'S TOILET ELEVATION (*MHALLWAY ELEVATION A-5 SCALE: 1/4" = 1'-0" A-5 SCALE: 1/4" = 1'-0" CHAIRRAIL (N) WALL COV TERMINAL ACCESSIBLE SIG (2) WAITING CHAIF VERTICAL GRAD BAR (N) TILE & BASE (N) BABY CHANGING STATION (R) GRAB BAR (R) ALTER SLOPE AT DRAIN (M) WASTE (N) HAND DRYER (N) INSULATION (N) Q \ < PLUMBING NOTES 1. GENERAL NOTES ARE APPLICABLE TO ALL PLUMBING WORKING DRAWINGS. 2. THE WORK SHALL BE EXECUTED IN STRICT CONFORMITY WITH BASE BUILDING SPECIFICATION AND WITH THE LATEST EDITION OF THE PREVAILING LOCAL PLUMBING AND BUILDING CODES AND ALL LOCAL REGULATIONS THAT MAY APPLY. IN CASE OF CONFLICT BETWEEN THE CONTRACT DOCUMENTS AND A GOVERNING CODE OR ORDINANCE THE MORE STRINGENT STANDARD SHALL APPLY. 3. ALL PLUMBING WORK SHALL BE COORDINATED WITH ALL OTHER TRADES BEFORE PROCEEDING WITH INSTALLATION. 4. NO CHANGES ARE TO BE MADE IN PLUMBING LAYOUT WITHOUT WRITTEN PERMISSION BY THE ARCHITECT. 5. NO PIPING SHALL RUN EXPOSED IN SALES OR FINISHED AREAS. 6. OBTAIN ALL NECESSARY PERMITS AND PAY RELATED FEES. 7. INSTALL BALL VALVES ON ALL BRANCH SUPPLY LINES. B. PROVIDE ACCESS PANELS ON ALL INACCESSIBLE VALVES AND CLEANOUTS. PROVIDE ACCESS PANELS. MOUNT SHUT-OFF VALVES NO HIGHER THAN 12'-0" AFF. 9. ALL WORK SHALL BE PROPERLY TESTED, BALANCED AND CLEANED. PROVIDE A ONE YEAR WARRANTY FROM DATE OF FINAL INSPECTION ON ALL PARTS AND LABOR. 10. FOLLOW PDI STANDARDS FOR WATER HAMMER ARRESTORS. 11. PROVIDE ALL FIXTURES. 12. SANITARY SEWER PIPING SHOWN IS BASED ON 0.25" PER FOOT FALL FOR ALL PIPING. COORDINATE BUILDING SEWER LOCATION AND INVERT ELEVATION WITH CIVIL DRAWINGS. ANY SANITARY PIPING 2 1/2" OR SMALLER TO HAVE 1/4" SLOPE PER FOOT, ALL OTHERS TO BE 1/8" PER FOOT 13. TRAP SEAL PRIMERS ARE TO BE PROVIDED AT NO ADDITIONAL COST TO OWNER IF REQUIRED BY LOCAL BUILDING CODE OFFICIALS. 14. CONNECT VENT TO EXISTING VTR'S LEGEND PT20 FINISH DESIGNATION - RE: THIS SHEET & SHEET A-3 (E) = EXISTING (R) = RELOCATED (N) = NEW (D) = DEMOLISH/REMOVE (M) = MODIFIED WALL LEGEND o EXIST WALL GENERAL NOTES 1. SEE DETAILED RESTROOM SCOPE OF WORK ON SHEET A-0.1. 2. SEE DOOR SCHEDULE ON SHEET A-1. 3. REMOUNT EXISTING GRAB BARS & ACCESSORIES AS REQUIRED WITH INSTALLATION OF NEW FRP. REFER TO ACCESSORY MOUNTING DETAILS FOR MOUNTING HEIGHTS AND DIMENSIONS. CLOSER NOTE: ADJUST DOOR SO THAT AT CLOSING SPEED FROM 70' TO 3" BPM (R) FROM LATCH IS 3 SECONDS MINIMUM (PER FACBC) AND THAT THE SPEED FROM 90' OPEN TO 12" FROM THE LATCH IS 5 SECONDS MINIMUM (PER 2010 ADA STANDARDS). ADJUST DOOR CLOSER TO REQUIRE LESS THAN 5 LBS OF FORCE TO OPERATE. SECTION OF PARTTION (N) `- ACCESSIBLE SIGN (N) DOOR & FRAME (N), HARDWARE (R), CLOSER (M) CANE -TOUCH APRON AT HIGH EWC (R) LOW EWC (R) CHAIRRAIL (N) ip xd8' l.OA CIFAR SChCF / 2 WAITING CHAIRS (N) ACCESSIBLE SIGN (N) ' i 7�'x�8" M',A WAR SPAt2�. --- • I � d M, 1� J B BAR (N) MEN'S RESTROOM: 1. INDUSTRIALLY CLEAN RESTROOMS. 2. CLEAN EXISTING SUPPLY GRILL. 3. CLEAN & PAINT EXISTING CEILING P1, ATRIUM WHITE. 4. REMOVE EXISTING FRP PANELS AND INSTALL NEW FRP PANELS. 5. INSTALL NEW EXHAUST FAN & VENT SYSTEM. WOMEN'S RESTROOM: 1. INDUSTRIALLY CLEAN RESTROOMS, L. CLEAN EXISTING SUPPLY GRILL. 3. CLEAN & PAINT EXISTING CEILING P1, ATRIUM WHITE. 4. REMOVE EXISTING FRP PANELS AND INSTALL NEW FRP PANELS. 5. REMOVE ALL EXISTING PLASTIC LAMINATE TOILET PARTITIONS. INSTALL NEW GREY PLASTIC LAMINATE PARTITIONS TO REVISED CONFIGURATION. PROVIDE ADA COMPLIANT DOOR PULLS (PUSH & PULL SIDE), LOCKING HARDWARE, SELF CLOSER AT NEW STALL DOORS. DOORS, FRAMES AND WALLS PT2 "HIGH" EWC (E) CANE -TOUCH APRON (N) "LOW" EWC (R) BASE (N) 90M NLIAMR. 0651 37943 EILAND BLVD. ZEPHYRHILLS, FL 33542 PROJECT TYPES RESET / AI,AIO / ADA DEAL TYPE: NIA CS PROJECT NUMBER. 121254 ARCHITECT OF RECORD Robert Reid Wedding Architects & Planners, AIA, Inc. 4112 Cypress Street - Tampa, Florida 33607 - 813-879-6996 612 South Military Trail - Deerfield Beach, Florida 33442 - 95"92-9980 Florida License #'s: ArchitectureVintedor Design: AA-CO01123 - Engineering: 00002655 CONSULTANT DEVELOPER REVISIONS: DRAWING BY: RK/KS DATE: 04/23/2018 JOB NUMBER: 18027 TI TILE: ENLARGED PLAN, SECTIONS, ELEVATIONS & DETAILS SHEET NUMBER: A 5 COMMENTS: TAKE -OFF / BID SET u us �u L. i ., �.,_ C9 z J W U O J 1 � w I R X W EXISTING HALLMARK LIGHTED SIGN. STRAIGHTEN AND 71GH7EN UP CORDS. T2 TACTILE wEXITw (N) RE DETAIL 2/A—_4 AND 4/A-0.2 0 LIGHTED HEADERS • LINE OF FIXTURES 0 II o II x I II Ln LAI �I I T2 FF16 FF16 EXISTING S.O.A. (MANAGER'S OFFICE) 12'-0` WALL FIXTURES (N) [ATM 18' (E) CLEAR AREA 1 FRONT WALL ELEVATION A-6 SCALE: 1/4' = 1'-0' CD J_ SIGN (N) -h J 1 � I LIGHTED HEADERS CV EQ. LINE Vr FIXTURES I x I FIRE EXT. (E) co `1 io `n I EXISTING EXIT DOOR FF16 12'-0- WALL FIXTURES (N) 2 LEFT SIDE WALL ELEVATION A-6 SCALE: 1/4' = 1W PIN LETTERS (N) EXISTING MONEY GRAM SIGN, EXISTING OPEN 24 HOURS STRAIGHTEN AND TIGHTEN UP � LIGHTED SIGN. STRAIGHTEN COiRE& AND 7MAN UP CORDS. 16 (R) (R) I I LcU AMor FLIP ADA REGISTER, CREDIT OOLER SECTION (N) CARD READER & POS 3'-1' (E) 20'-4" CHECKOUT (M) SCAN (R) TYP. OF 3 GATE (N) PIN LETTERS (N) EXISTING UTILITY CHASE z z T2 J , U U -F o �w ( PRINTER R) _= LIGHTED HEADERS APEX (R) ® LINE OF FIXTURES X W L- ------- 3c- co II KPM (R) DIGITAL 9'-0- WALL FIXTURES (N) GATE (N) CAFE (R) WALL FIXTURES (E) EQ. LIGHTED HEADERS LINE OF FIXTURES GENERAL FINISH NOTES: SEE SHEET A-3 FOR FINISH PLAN & SCHEDULE. THIS IS A PRELIMINARY LAYOUT. INTERIOR SIGNAGE PACKAGE TO BE VERIFIED PRIOR TO CONSTRUCTION. LINE OF FIXTURES EXISTING S.O.A. (MANAGERS OFFICE) EQ. EQ. EQ. le EQ. o T2 4 FT-2-1uE Ir DOOR &FRAM(N) O aa a d i�i T2 K. J Dro -Off UNDERSIDPTO Onsuttati0 OPEN TO Pick-U T2 VALANCE T2 PHARMACY LIGHTED HEADERS i' MILLWORK GONDOLA FIXTURE W/ I � T2 I LINE OF FIXTURES _' _ `" PANEL OPEN SHELVING —BEHIND GOFIXNURE W/ DOLA MILLWORK EL .— ACCESSIBLE SHELVING \ / \, / i W �+. WAITING SIGN (N) W16 1 —1 � Pas� IF � °O `� RE:1 /A-20 Rx WAITING 1/4' CLEAR ACRYLIC —LII io (I M C1 CHAIRS 77 I r7 i METAL CAP (N) FIL VIC LO 10 AN �► Rx WAITING r 4'—Y UNIWEB 3f 36" ADA 6'—Y UNIWEB S—V CONSULT/ 11'-4` CHECKOUT (E) T2 FF16 33'-0- WALL FIXTURES (N) BASE (N)�El CHAIRS (N) L WORKBENCH (E) DROP-OFF DROP-OFF WORKBENCH (E) GATE (M) ALL (N) (N) 3 BACK WALL ELEVATION 5 Rx WAITING ELEVATION 6 Rx WAITING ELEVATION A-6 SCALE: 1/4' = 1'-0' A-6 SCALE: 1/4' = 1'4r A-6 SCALE: 1/4' = 1'4r LIGHTED HEADERS FIXTURES i = I CID LO 4 RIGHT SIDEWALL ELEVATION A-6 SCALE: 1/4' = 1'-0' J . 27'-0- WALL FIXTURES (N) PIN LETTERS (N) 1—DOOR 2—DOOR FRZ.ICE FREEZER (E) (E) 4 rlIT#T.�I; IN PIN LETTERS (N) EQ. V EQ. 1 FT2_j CN LIGHTED HEADERS OF FIXTURES I 1 _ � I u r 33'-0- WALL FIXTURES (N) STORE OEM 0651 37943 OLAND BLVD. ZEPHYRHILLS, FL 33542 PROJECT TYPE RESET / ADA DEAL TYPE N/A M PROJECT MAJOR. 121254 AF CHffECT OF RECORD: ! A Robert Reid Wedding. Architects & Planners, AIA, Inc. 4112 Cypress Street - Tampa, Florida 33607 - 813.87"M 612 Sauth Military Trail - Dew%M Beach, Florida 33442 - N"92-9980 Florida License Vs: ArcritecMalflMerior Design: AA-0001123 - Engineering: 00002655 w" Keith F. Silas AROO12923 REVISIONS: 06/06/18 REV1 REMOVAL OF AUDIOLOGY DRAWING BY: RK/KS/BO DATE: 04/23/2018 JOB NUMBER: 18027 TI TLE: INTERIOR RETAIL ELEVATIONS SHEET NUMBER: A-6_ COMMENTS: APPROVED NOTES: • INSTALL OUTLETS AT FIXTURE BACK PANEL 30" A.F.F. POS OUTLET WIRED TO SEPARATE ISOLATED GROUND PANEL • HOLD WIRING BETWEEN FIXTURE UPRIGHTS AS ON DETAIL 3/E6 • WIRING RUN IN SHELVING UPRIGHTS TO RECEIVE 1/2" GREENFIELD OR BX SLEEVE. • INSTALL THE CASH DROP BOXES IN LOCATIONS AS SHOWN. • LOCATE UNDERCOUNTER CASH CHANGE DRAWER AS DIMENSIONED. • DRILL 2-1/2" DIAMETER HOLE IN CHECKOUT TOP AS DIMENSIONED. PROVIDE BLACK GROMMET TO FIT. DPC - DUPLEX POS ISOLATED GROUND OUTLET DC - DUPLEX CONVENIENCE OUTLET M3" FP - COMPUTER FACE PLATE BOXMO - MONEY ORDER TYPICAL OUTLET SPACING THE ELECTRICAL REVISIONS DESCRIBED HEREIN ARE PURELY INCIDENTAL TO THE RELOCATION AND/OR REPLACEMENT OF PARTITIONS, EQUIPMENT AND FURNISHINGS FOR THE PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ASCERTAIN AND PROVIDE FOR ANY ADDITIONAL ENGINEERING TO ACCOMPLISH THE WORK DESCRIBED; & TO DETERMINE THE CONDITION OF THE EXISTING PANEL OR SUBPANEL AND EXISTING DEVICES, CONDUIT, ETC. BEFORE REUSING COMPONENTS OR RECONNECTING SAME TO EXISTING PANELS OR SUBPANELS. NOTIFY THE ARCHITECT IF REPLACEMENT OF COMPONENTS OTHER THAN THOSE SHOWN OR UPGRADING OF COMPONENTS IS NECESSARY DUE TO CONDITION, SERVICEABILITY OR A CHANGE OF CONNECTED LOAD. NOTE: VERIFY ALL EXISTING CONDITIONS IN FIELD PRIOR TO CONSTRUCTION. POWER RISER IS EXISTING TO REMAIN. SCOPE OF WORK THE SCOPE OF ELECTRICAL WORK SHALL INCLUDE, BUT IS NOT LIMITED TO THE FOLLOWING: 1. IDENTIFY ALL THE CIRCUITS BEING FED FROM EXISTING PANELS, WHICH ARE BEING REUSED FOR RENOVATIONS IN RETAIL, AND FOR THE RELOCATED POWER POLES. 2. ELECTRICAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO BID & INSTALLATION. INFORM ENGINEER OF RECORD OF ANY DISCREPANCY BETWEEN THE DOCUMENTS & THESE CONDITIONS & HE SHALL INCLUDE IN HIS BID TO CORRECT THE SAME AS DIRECTED. THE ENGINEER & ARCHITECT ARE NOT RESPONSIBLE FOR ANY ADDITIONAL COSTS RESULTING FROM VERIFIABLE EXISTING CONDITIONS DISCOVERED AFTER THE CONTRACT HAS BEEN AWARDED. 3. ELECTRICAL CONTRACTOR SHALL KEEP AS -GUILTS AND SUBMIT TO ENGINEER OF RECORD FOR REVIEW. ALL CHANGES SHALL BE FORWARDED A MINIMUM OF (2) WEEKS PRIOR TO FINAL INSPECTION. ANY EXPENSES, SUCH AS REVISIONS OR AS-BUILTS, NECESSARY FOR FINAL C.O. SHALL BE AT THE EXPENSE OF THE OWNER. NOTE: CONTRACTOR TO REPAIR ALL BURNT OUT LAMPS AND BALLASTS. LIGHTING TO BE 100% OPERATIONAL UPON LEAVING. CLEAN ALL EMERGENCY LIGHTS. SYMBOL LEGEND MOUNTING HEIGHT IS FROM FINISHED FLOOR TO CENTERLINE OF DEVICE OR OUTLET. HEIGHT MAY VARY TO COINCIDE WITH BUILDING CONSTRUCTION. SYMBOL DESCRIPTION MOUNTING HEIGHT DUPLEX RECEPTACLE OUTLET AS NOTED RECESSED CLOCK RECEPTACLE OUTLET AS NOTED TELEPHONE OUTLET. PROVIDE 1 - 1" C. (WITH PULLWIRE) TO 6" ABOVE AS NOTED SUSPENDED CEILING. REFER TO TELEPHONE WIRING DIAGRAM FOR FURTHER INFORMATION. a DATA AS NOTED QJ JUNCTION BOX W/ COVERPLATE - WALL MOUNTED AS NOTED NOTE: UNLESS OTHERWISE NOTED ALL OUTLETS & J-BOXES TO BE LOCATED 18" A.F.F. COLOR OF RECEPTACLES TO BE "MITE". REVIEW ELECTRICAL NOTES TO VERIFY CONDITIONS PER ELECTRICAL LEGEND. ELECTRICAL LEGEND NOTES: R1 RELOCATED POWER POLE AS MANUF. BY WEIDENBACH-BROWN WITH ALL COMPONENTS FOR A COMPLETE AND STATIONARY INSTALLATION. WIRING CHASES TO BE FLUSH MOUNTED TO TOP OF GONDOLA RE: 8/E-1. PROVIDE JUNCTION BOX 6" ABOVE CEILING FOR WRING CHASE CONNECTION. OPROVIDE NEW DUPLEX RECEPTACLE FOR RELOCATED APEX MACHINE COORDINATE EXACT LOCATION WITH FINAL CVS MERCHANDISE PLAN (F-1). INTERCEPT AND EXTEND EXISTING BRANCH CIRCUIT TO RELOCATED APEX MACHINE LOCATION RECONNECT AS REQUIRED FOR OPERATION. R3 PROVIDE NEW RECEPTACLE FOR RELOCATED PRINTER. COORDINATE EXACT LOCATION WITH FINAL CVS MERCHANDISE PLAN. INTERCEPT AND EXTEND EXISTING BRANCH CIRCUIT TO RELOCATED PRINTER LOCATION. RECONNECT AS REQUIRED FOR OPERATION. R4 PROVIDE NEW RECEPTACLE FOR RELOCATED MONEYGRAM. COORDINATE EXACT LOCATION WITH FINAL CVS MERCHANDISE PLAN. INTERCEPT AND EXTEND EXISTING BRANCH CIRCUIT TO RELOCATED MONEYGRAM LOCATION. RECONNECT AS REQUIRED FOR OPERATION. R5 PROVIDE NEW RECEPTACLE FOR RELOCATED DOS. COORDINATE EXACT LOCATION WITH FINAL CVS MERCHANDISE PLAN. INTERCEPT AND EXTEND EXISTING BRANCH CIRCUIT TO RELOCATED DOS LOCATION. RECONNECT AS REQUIRED FOR OPERATION. PROVIDE NEW RECEPTACLE FOR RELOCATED SCANNER. R6 COORDINATE EXACT LOCATION WITH FINAL CVS MERCHANDISE PLAN. INTERCEPT AND EXTEND EXISTING BRANCH CIRCUIT TO RELOCATED SCANNER LOCATION. RECONNECT AS REQUIRED FOR OPERATION. R7 PROVIDE ONE NEMA 545R QUAD RECEPTACLE FLUSH MOUNTED @ 14" AFF FOR RELOCATED KPM. COORDINATE LOCATION WITH FINAL CVS MERCHANDISE PLAN. EXTEND BRANCH CIRCUIT TO RELOCATED KPM LOCATION. RECONNECT AS REQUIRED FOR OPERATION. Rg PROVIDE ONE NEMA 5-15R QUAD RECEPTACLE MOUNTED ABOVE CABINET. R9 PROVIDE ONE NEMA 5-15R QUAD RECEPTACLE FLUSH MOUNTED @ 24" AFF TO BOTTOM OF BOX. R10 PROVIDE ONE NEMA 5-15R QUAD RECEPTACLE FLUSH MOUNTED 1" BELOWER COUNTER TOP. R11 PROVIDE AND INSTALL GFI TOP RAIL OUTLETS AS MANUFACTURE BY WIRING CHASE WITHIN GONDOLA. R12 PROVIDE ONE JUNCTION BOX AT 24" AFF, WITH 1" CONDUIT WITH PULL WIRE AT 12" ABOVE CEILING. R13 NEW POWER POLE AS MANUF. BY WEIDENBACH-BROWN W/ ALL COMPONENTS FOR A COMPLETE AND STATIONARY INSTALLATION. WIRING CHASES TO BE FLUSH MOUNTED TO TOP OF GONDOLA RE: 8/E-1. PROVIDE JUNCTION BOX 6" ABOVE CEILING FOR WIRING CHASE CONNECTION. ELECTRICAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE, SIXTH EDITION, THE 2014 NATIONAL ELECTRICAL CODE AND SHALL ALSO COMPLY WITH ALL APPLICABLE RULES AND REGULATIONS OF LOCAL AND STATE LAWS AND ORDINANCES. 2. ELECTRICAL CONTRACTOR SHALL ARRANGE FOR ALL NECESSARY PERMITS, LICENSES, UTILITY COORDINATION, AND INSPECTIONS AS REQUIRED BY THE CITY, COUNTY, OR UTILITY COMPANY. OWNER WILL PAY FEES. CONTRACTOR IS RESPONSIBLE FOR ALL EQUIPMENT REQUIRED BY UTILITY COMPANY AND SHOULD INCLUDE NECESSARY COSTS IN BID. 3. CONTRACTOR SHALL MAKE A THOROUGH EXAMINATION OF THE SITE AND THE CONTRACT DOCUMENTS. NO CLAIM FOR EXTRA COMPENSATION WILL BE RECOGNIZED IF DIFFICULTIES ARE ENCOUNTERED WHICH AN EXAMINATION OF SITE CONDITIONS AND CONTRACT DOCUMENTS PRIOR TO EXECUTING CONTRACT WOULD HAVE REVEALED. 4. PRIOR TO BID CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF AND DISCREPANCIES WITH CONTRACT DOCUMENTS AND EXISTING SITE CONDITIONS. 5. CONTRACTOR SHALL VERIFY NAMEPLATE DATA AND BREAKER SIZES FOR ALL EQUIPMENT PRIOR TO PURCHASE. GROUNDING: 1. THE INTERIOR ELECTRICAL SYSTEM SHALL BE COMPLETELY AND EFFECTIVELY GROUNDED AS REQUIRED BY THE NATIONAL ELECTRICAL CODE. ALL METALLIC RACEWAYS SHALL BE MECHANICALLY AND ELECTRICALLY SECURE AT ALL JOINTS AND AT ALL BOXES, CABINETS, FITTINGS AND EQUIPMENT. 2. PER ARTICLE 250.50 GROUNDING ELECTRODE SYSTEM, THE CONTRACTOR IS TO UTILIZE ALL OF THE AVAILABLE ELECTRODES BONDED TOGETHER TO FORM A RELIABLE SYSTEM. ELECTRODES INCLUDE: METAL UNDERGROUND WATER PIPE, METAL FRAME OF BUILDING, CONCRETE ENCASED ELECTRODE, GROUND RING, ROD & PIPE ELECTRODES AND PLATE ELECTRODES. AT A MINIMUM ONE OF THE PRESCRIBED ELECTRODES MUST BE UTILIZED IN ADDITION TO THE METAL UNDERGROUND WATER PIPE. OUTLET BOXES / DEVICES: 1. OUTLET SHALL BE GRAY WITH STAINLESS STEEL COVER PLATE. 2. ALL OUTLET BOXES SHALL BE RIGIDLY MOUNTED AND SHALL BE EQUIPPED WITH SUITABLE SCREW FASTENED COVERS. OPEN KNOCKOUTS OR HOLES IN BOXES SHALL BE PLUGGED WITH SUITABLE BLANKING DEVICE. 3. OUTLET BOXES LOCATED ABOVE CEILING SHALL BE LEGIBLY IDENTIFIED WITH BRANCH CIRCUIT NUMBER OF CIRCUIT TERMINATED WITHIN BY MEANS OF BLACK PERMANENT MARKER. SWITCHGEAR: 1. PANELBOARDS SHALL BE MANUFACTURED BY SQUARE 'D' COMPANY, AND BE NQOD TYPE. FURNISH WITH COPPER BUS BARS, COPPER EQUIPMENT GROUND BUS AND BOLT -ON CIRCUIT BREAKERS. APPROVED EQUALS: GENERAL ELECTRIC AND SIEMENS. 2. DISCONNECT SWITCHES SHALL BE HEAVY-DUTY TYPE AND MANUFACTURED BY SQUARED' COMPANY. FUSES SHALL BE DUAL ELEMENT, CARTRIDGE TYPE, FUSES SHALL BE BY ONE MANUFACTURER: BUSSMAN "FUSETRON" OR CHASE-SHAWMUT'TRONIC". 3. INSTALL ENGRAVED PLASTIC -LAMINATE LABELS ON EACH MAJOR UNIT OF ELECTRICAL EQUIPMENT IDENTIFYING PANELBOARD NAME OR EQUIPMENT SERVING. EXAMPLES ARE, PANELBOARDS AND DISCONNECT SWITCHES, MOTOR STARTERS, I.E. LABELS SHALL BE 1/16" THICK BLACK PLASTIC LAMINATE WITH 3/8" WHITE CORE PLIE LETTERS. 4. PANELBOARD DIRECTORY CARDS SHALL BE TYPEWRITTEN WITH ACCURATE AND CURRENT INFORMATION BY THE CONTRACTOR AT THE END OF CONSTRUCTION. LIGHTING FIXTURES: 1. THE CONTRACTOR SHALL FURNISH AND INSTALL COMPLETE IN ALL RESPECTS ALL LIGHTING FIXTURES LISTED IN THE FIXTURE SCHEDULE OR SHOWN ON THE PLANS. Cf]► 2. THE CONTRACTOR SHALL SUBMIT CATALOG CUTS OF ALL THE FIXTURES TO THE ARCHITECTIOWNER AND SHALL NOT PURCHASE UNTIL APPROVAL IS RECIEVED. 3. BALLASTS FOR FLUORESCENT LAMPS SHALL BE ELECTRONIC MANUFACTURED BY " ORSAM SYLVANIA" OR EQUAL. ALL BALLASTS FOR FLUORESCENT FIXTURES SHALL BE INDIVIDUALLY FUSED. FUSES SHALL BE INSTALLED ON THE LINE SIDE OF THE BALLAST. 4. FLUORESCENT LAMPS SHALL BE RAPID START, T8/32 WATT, 3500K. ALL LAMPS SHALL BE AS MANUFACTURED BY SYLVANIA OR EQUAL. 5. ALL FIXTURES SHALL BE PROPERLY AND CAREFULLY SUPPORTED AND ALIGNED, AND THE CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY STEEL SHAPES, ETC., FOR SUPPORT OF FIXTURES AS REQUIRED AND DETAILED ON THE DRAWINGS. PROVIDE JUNCTION BOX STEM MOUNTED FROM DECK TO SUPPORT ALL CEILING MOUNTED EXIT LIGHTS. 6. LIGHTING FIXTURES SHALL BE CLEAN AND LAMPED WITH NEW LAMPS AT THE TIME OF FINAL INSPECTION. 7. COORDINATE ALL LOCATIONS OF LIGHTING FIXTURES WITH ARCHITECTURAL DRAWINGS. WIRE/RACEWAY: 1. ALL CONDUCTORS SHALL BE COPPER, INSULATION SHALL BE DUAL TYPE THHN.THWN 75°C (167°F) FOR DRY, DAMP AND WET LOCATIONS. CONDUCTOR INSULATION WITH SINGLE TYPE MARKING THHN 90-C (194"F) MAY BE USED FOR DRY LOCATIONS ONLY. ALL CONDUCTORS SHALL BE COLOR CODED AS REQUIRED BY NEC AND FURTHER IDENTIFIED AND CODED AS SPECIFIED HEREINAFTER. COLOR CODING SHALL BE BY MEANS OF COLORED INSULATING MATERIAL, SUITABLE COLORED, PERMANENT, NON -AGING INSULATING TAPE APPLIED TO CONDUCTORS AT EACH CABINET OR JUNCTION POINT. THE COLOR CODING SHALL BE ACCOMPLISHED AS THE CONDUCTORS ARE INSTALLED. THE FOLLOWING SYSTEMS OF COLOR CODING SHALL BE STRICTLY ADHERED TO: A) GROUND LEADS: GREEN B) 1201208 VOLT UNGROUNDED PHASE WIRES: PHASE A: BLACK PHASE B: RED PHASE C: BLUE NEUTRAL: WHITE 2. THE COLOR CODE ASSIGNED TO EACH PHASE WIRE SHALL BE CONSISTENTLY FOLLOWED THROUGHOUT. 3. UNLESS OTHERWISE INDICATED, ALL BRANCH CIRCUIT CONDUCTORS SHALL BE NO. 12 AWG. ANY BRANCH CIRCUIT RUN OVER 75 FEET IN LENGTH. MEASURING ONE WAY FROM THE FIRST OUTLET OF THE CIRCUIT TO THE PANEL, SHALL BE NO 10. AWG. FOR THE ENTIRE CIRCUIT. 4. UNLESS OTHERWISE NOTED ALL CONDUCTORS SHALL BE RUN IN THIN WALL CONDUIT AND THIN WALL CONDUIT SHALL BE UNDERWRITERS' APPROVED GALVANIZED ELECTRICAL METALLIC TUBING, ZINC OR CADMIUM PLATED. CONDUITS RUN UNDERGROUND SHALL BE SCHEDULE 40 PVC. 5. COMBINING OF CIRCUITS IN SAME RACEWAY FOR HOMERUNS PERMITTED BUT LIMITED TO THREE (3) CIRCUITS PER NEUTRAL AND MUST CONTAIN GROUND. 6. ALL RACEWAYS SHALL BE PROPERLY ALIGNED, GROUPED AND SUPPORTED BY MECHANICAL TYPE 'CADDY CLIPS AT INTERVALS NOT EXCEEDING 8 FEET. EXISTING RACEWAYS TO REMAIN SHALL BE RESUPPORTED WHERE RACEWAY SUPPORTS EXCEED 8 FEET. 7. ALL RACEWAYS WITH NO. 10 OR 12 AWG PHASE CONDUCTORS FOR RECEPTACLES, LIGHTING FIXTURES AND SIMILAR CIRCUITS SHALL BE PROVIDED WITH A PARITY SIZED GREEN EQUIPMENT GROUND CONDUCTOR. INCLUDING WALL SWITCHES AND FLEXIBLE CONDUIT TO LIGHT FIXTURES. EQUIPMENT GROUND CONDUCTOR SIZES FOR CIRCUITS WITH PHASE CONDUCTORS LARGER THAN NO. 12 AWG. ARE INDICATED ON DRAWINGS. GROUND CONDUCTORS SHALL BE CONNECTED TO GROUND BUSS IN PANELBOARDS. 8. RACEWAY PENETRATIONS OF FIRE RATED WALLS AND/OR FLOORS SHALL BE SEALED TO MAINTAIN INTEGRITY OF CONSTRUCTION. ALL PRODUCTS, MATERIALS AND METHODS OF INSTALLATION SHALL BE UL APPROVED AND MEET NFPA. 9. CONDUIT RUNS SHOWN ARE DIAGRAMMATIC IN NATURE. CONTRACTOR IS RESPONSIBLE FOR SIZING AND LOCATING ALL PULLBOXES PER LOCAL AND NATIONAL ELECTRICAL CODES. ALL PULLBOXES SHALL REMAIN ACCESSIBLE AND LOCATIONS COORDINATED WITH ALL OTHER TRADES. PAN EL (EXISTING) P CIRCUIT BREAKER TYPE AIC RATING: 22,000 A 120/208 V., 3 PH., 3W 100A. MAIN LUGS ONLY SURFACE MOUNTED - NEMA 1 CKT. NO. NO. OF POLES TRIP AMPS VOLT AMPS LOAD AO BO CO CKT. NO. NO. OF POLES TRIP AMPS VOLT AMPS LOAD 1 1 20 - SPARE (E) 1000 2 1 20 1000 REC PHOTO EXPRESS (E) 3 1 20 - SPARE (E) 1500 4 1 20 1500 OFFICE SERVER (E) 5 1 20 1500 EXISTING EQUIP. (E) 2500 6 1 20 1000 REC PHOTO EXPRESS (E) 7 1 20 1500 EXISTING EQUIP. (E) 3000 8 1 20 1500 OFFICE RECEPT. (E) 9 2 30 2000 PROCESSOR (E) 1000 10 1 20 - SPARE (E) 11 30 - PROCESSOR (E) 2500 12 1 20 1500 POWER POLE (E) 13 1 20 500 PLUGMOLD (E) 2000 14 1 20 1500 POWER POLE (E) 15 1 20 500 PLUGMOLD (E) 2000 16 1 20 1500 POWER POLE (E) 17 1 20 1000 REC: CASH WRAP (E) 2500 18 1 20 1500 POWER POLE (E) 19 1 20 1000 REC: CASH WRAP (E) 2500 20 1 20 1500 EXISTING EQUIPMENT(E) 21 1 40 1500 PRINTER (E) 2000 22 1 20 500 PLUGMOLD (E) 23 1 40 1500 PRINTER (E) 1500 24 1 20 - SPARE (E) 25 1 20 - SPARE (E) - 1 26 1 20 - SPARE (E) 27 1 20 - SPARE (E) - 28 1 20 - SPARE (E) 29 1 20 - SPARE (E) - 30 1 20 - SPARE (E) 31 1 20 500 CABINET RECPT. (E) 2000 32 1 20 1500 PEPSI FLM (N) 33 1 20 1500 POWER POLE (N) 1500 34 1 20 - SPARE (E) 35 1 20 - SPARE (E) - 36 1 20 - SPARE (E) 37 1 20 - SPARE (E) - 38 1 20 - SPARE (E) 39 1 20 - SPARE (E) - 40 1 20 - SPARE (E) 41 1 1 20 - SPARE (E) - 42 1 20 - SPARE (E) LIGHTING RECEPTACLES RECEPTACLES HVAC EQUIPMENT SUBFEED LARGEST MOTOR TOTAL CONNECTED VA 0.0 KVA X 1.25 DEMAND FACTOR 10.0 KVA X 1.00 DEMAND FACTOR 3.5 KVA X 0.50 DEMAND FACTOR 0.0 KVA X 1.00 DEMAND FACTOR 13.2 KVA X 1.00 DEMAND FACTOR 0.0 KVA X 1.00 DEMAND FACTOR 2.2 KVA X 1.00 DEMAND FACTOR 10500 8000 9000 0.0 KVA DEMAND LOAD 10.0 KVA DEMAND LOAD 1.8 KVA DEMAND LOAD 0.0 KVA DEMAND LOAD 13.2 KVA DEMAND LOAD 0.0 KVA DEMAND LOAD 2.2 KVA DEMAND LOAD PANEL CALCULATION 27.20 TIMES 1000 DIVIDED BY DIVIDED BY 1.7 1.732 AMPS 75.50 NOTES: 1 2. OR VERIFYDATA ON ALL EQUIPMENT PRIOR TO SELECTING CIRCUIT E CONTRACTOR BRCONDUITS. CONTRACTOR TO VERIFY OTHER OWNER REQUIRED LOADS I.R. WELLS, BLDGS, SITE LIGHTING, ETC... PRIOR TO BIDDING AND PURCHASE OF ELECTRICAL COMPONENTS. 37943 EI W BLVD. ZEPHYRHILLS, FL 33542 PRDJ=TM FM AM DEAL TYPES NIA 06A z I II =xv I� Robert Reid Wedding. Architects & Planners, AIA, Inc. 4112 Cypress Street - Tampa, Florida 33607 - 813-879-6996 612 South Military Trail - Deerfield Beech, Florida 33442 - 954.492-9980 Florida License rs: ArchitectunA lnterior Design: AA-0001123 - Engineering: 00002655 COMLTW.. ENGINUITY CONSULTING ENGINEERS, LLC CA NO. 32146 5121 EHRLICH RD, SUITE 104E TAMPA, FLORIDA 33624 813.358.5550 DEVELOPER MICHAEL AYERS, P.E. FL NO 36319 REVISIONS: 1 REVISION 06.12.2018 DRAWING BY: GW DATE: 03/05/2018 JOB NUMBER: 18027 TITLE: ELECTRICAL NOTES, SCHEDULES, & LEGEND SHEET NUMBER: E1 COMMENTS: TAKE OFF / BID SET A I I co X X V 6 P32 11 X 11 X I R1 ' 36xl4x60 1 POWER PLAN �-2SCALE:3/16"=V-0" 1 P33 11 I 11 I 11 11 I I r R1 � YH }w QS J W = J m R8 P31 :0 3 E-4 R8 P31 =0 R7 2 E-4 R2 1 DD? E-4 4 E-4 DM R3 R4 96 �� NOTE: PROVIDE HOSPITAL GRADE WIRING, RECEPTACLES AND SWITCHES FOR THE "HEARING CENTER". INSTALL WIRING AND DEVICES IN ACCORDANCE WITH NEC ARTICLE 517. GC TO COORDINATE INSTALLATION OF (1) QUAD OUTLET, (1) PHONE LINE AND (1) 12 PORT UNIT APC SURGE PROTECTOR ROUTER IN THE BACK STOCK ROOM FOR THE HEARING CENTER WITH BOOTH PROVIDER. NOTE: REFER TO ELECTRICAL ELEVATIONS FOR ADDITIONAL DIMENSION INFORMATION. V-6,.�,_i e„ ,_1 6,�,� R5 R6 NOTE: REFER TO LOW VOLTAGE SPEC MANUAL (REDBOOK) FOR ADDITIONAL INFORMATION. NOTE: REFER TO ELECTRICAL LEGEND NOTES ON SHEET E-1 phartnacy STORE NUMBER: M1 37943 ELAND BLVD. ZEPHYRHILLS, FL 33542 PROECT TYPE FEET / ALM / ADA DEAL TYPE NIA CS PROJECT NUMBER. JM254 ARCHITECT OF RECORD: ! A Robert Reid Wedding. Architects & Planners, AIA, Inc. 4112 Cypress Street - Tampa. Ronda 33607 - 813-879-6996 612 South Military Trail - Deerfield Beach, Ronda 33442 - 954-492-9980 Flonda License Ws: Architectural/Intenor Design: AA-CO01123 - Engineering: 00002655 CONSULTANT: ENGINUITY CONSULTING ENGINEERS, LLC CA NO. 32146 5121 EHRLICH RD, SUITE 104B TAMPA, FLORIDA 33624 813.358.5550 DEVELOPER: VEAL' MICHAEL AYERS, P.E. FL NO 36319 REVISIONS: Q1 REVISION 06.12.2018 DRAWING BY: GW DATE: 03/05/2018 JOB NUMBER: 18027 TITLE: ELECTRICAL POWER PLAN SHEET NUMBER: E- 2 COMMENTS: TAKE OFF / BID SET TELEPHONE & POWER 6" X 3" GROMMET OUTLET (N) APEX HOLE THROUGH KPK (R) PROCESSOR PANEL FOR ELEC (rR) PRINTER (TYP-) I � (R) T I � � pCD o po LINEAR LINEAR I I I CAFE (N) CAFE (N) " r-1 41,'-107n 1rr N �o \ MILLWORK PANEL (N) LINEAR MERCHANDISE SHELF MILLWORK WIRING CHASE. MILLWORK PANEL (N) 37" 2"x4" CUT-OUT CAFE (N) 9 � RUN ALL WIRING WITHIN 2"x4" CUT-OUT GATE (N) 3'-8" FOR ELEC IN FIXTURE BASE OR CHASE. FOR ELEC IN MILLWORK PANEL 101-4" MILLWORK PANEL LINEAR CAFE (N) 1 DIGITAL CAFE ELEVATION E-3 SCALE: 114" =1'-0" EXISTING/NEW POWER - POLE AS SCHED, LOCATE NEXT TO GONDOLA POST GC TO DRILL OPENING AT THE END OF THE GONDOLA NEXT TO THE GONDOLA POST FOR WIRING CHASE/CONDUIT GONDOLA RUN CONDUIT THRU CENTER OF GONDOLA OUTLET UNDER BASE SHELF 6 POWER POLE INSTALL DETAIL �SCALE: N.T.S. 2 DIGITAL CAFE ELEVATION 11'E-3 SCALE: 114" =1'4r FASTEN POWER POLE TO CEIUNG TILE GRID NTH SUPPLIED 24" STRUCTURAL BAR. GONDOLA ENDCAP 3 DIGITAL CAFE ELEVATION E-3 SCALE: 114" =1'-0" 2'-5" TELEPHONE & POWER OUTLE PANEL 3T' GATE (N) 4 DIGITAL CAFE ELEVATION E-3 SCALE: 114" =1'-0" MONEYGRAM (R) '-1 MILLWORK WIRING CHASE. RUN ALL WIRING WITHIN FIXTURE BASE OR CHASE. 5 DIGITAL CAFE ELEVATION E-3 SCALE: 114" =1'-0" NOTE: REFER TO ELECTRICAL LEGEND NOTES ON SHEET E-1 MILLWORK PANEL (N) 37943 EILAND BLVD. ZEPHYRHILLS, FL 33542 FFAE T TYPES I5ff / AU30 / ADA DEAL TYPB TWA 5ol Robert Reid Wedding. Architects & Planners, AIA, Inc. 4112 Cypress Street - Tampa, Florida 33607 - 813-879-6996 612 South Military hail - Deerfield Beach, Florida 33442 - 954-492-9980 Florida License Vs: ArchitacOxalfinterior Design: AA-0001123 - Engineering: 00002655 CO= LTkff. ENGINUITY CONSULTING ENGIMERS, LLC CA NO. 32146 5121 EHRLICH RD, SUITE 104E TAMPA, FLORIDA 33624 813.358.5550 x all� si . VE&-. MICHAEL AYERS, P.E. FL NO 36319 REVISIONS: 1 REVISION 06.12.2018 DRAWING BY: GW DATE: 03/05/2018 JOB -NUMBER: 18027 TITLE: ELECTRICAL DETAILS SHEET NUMBER: E-3 COMMENTS: TAKE OFF / BID SET LOCATION MAP 0 ADA REMEDIATION PLANS FOR: f)liarnnacl 1 TM STORE NO. 0651 37943 EILAND BLVD. N.W.C. OF EILAND BLVD. AND MAIN ST. ZEPHYRHILLS, FL 33542 ACRES PHENS EN AT R OAKS VICINITY MAP SPANISH TRAILS V I L L A C E Rur aHesprtai _ lephyIull- ARBOR RIDGE VALLEYDALE ACRES VALLEYDALE RO ASSOCIATION INC _ 6 ELWOOD VIER OAKS SILVER OAKS VILLAGE i..ql CHARLESTON 1 OAKS DIXIE HEIGHTS f n wood Daleq DRIFTWOODDIVISION irk CEDAR RIDGE ` OFFICE CONDO a ,r„wP4f JU STADIUM PARK SLEEPY HOLLOW MOBILE ESTATES E, ® o LITTLE AC FILAND PARK TOWNHOMES G r GREEN HILLS ESTATES PARKVIEW ACRES ZEPHYR PARK x Zephyrhills High School ©United States 0 A K PARK Postal Serwre N,9- A. N.11, Ave SHEET INDEX P' C-1.0 COVER SHEET E T I N TOWNSHIP 2 RANGE 21 E C-2.0 GENERAL NOTES S O 36S 7 � C-3.0 AERIAL PHOTOGRAPH C-4.0 DEMOLITION PLAN C-5.0 SITE, GRADING, AND PAVING PLAN PROJECT DIRECTORY C-6.0 PAVING & CONSTRUCTION DETAILS 1 OF 1 TOPOGRAPHIC SURVEY OWNER SURVEYOR CVS PHARMACY LLC. POLARIS ASSOCIATES INC. 37943 EILAND BLVD. 2165 SUNNYDALE BOULEVARD, 1-14 ZEPHYRHILLS, FL 33541 SUITE D ARCHITECT CLEARWATER, FL 33765 ROBERT REID WEDDING (727) 461-6113 ARCHITECTS AND PLANNERS, AIA CONTACT: DAN RIZZUTO 4112 CYPRESS STREET LOCAL ISSUING AUTHORITY TAMPA, FL 33607 CITY OF ZEPHYRHILLS PLANNING (813) 879-6996 DEPT. CONTACT: ROB KANTROWITZ 38537 5TH AVENUE CIVIL ENGINEER ZEPHYRHILLS, FL 33542 PREPARED BY: FORESITE GROUP, INC. (817) 780-0006 10150 HIGHLAND MANOR DR. SUITE 210 TAMPA, FL 33610 (813) 549-3250 CONTACT: BRETT BASQUIN, P.E. FI: IRFS17FF PER CSU02-18, THE FOLLOWING SCOPE OF WORK SHALL BE PERFORMED: 1. REPAIR ANY PARKING LOT DAMAGE: SEE DEMO PLAN AND NEW PAVING LIMITS 2. SEAL COAT PARKING LOT: NOT APPLICABLE (RECENTLY COMPLETED) 3. RE -STRIPE PARKING LOT: NOT APPLICABLE (RECENTLY COMPLETED) 4. REPLACE BROKEN CURB STOPS: NOT APPLICABLE 5. PAINT ALL CURBS, CURB STOPS, AND BOLLARDS THAT ARE CURRENTLY PAINTED TO MATCH EXISTING. NOT APPLICABLE FL GA 2611.E Foresite Group, Inc. 10150 Highland Manor Dr. Suite 210 Tampa, FL 33610 o 813.5493250 f 813.6213580 w I www.fg-inc.net THESE PLANS HAVE BEEN PREPARED FOLLOWING THE 2010 AMERICANS WITH DISABILITIES ACT AND CVS PHARMACY ADA DESIGN GUIDELINES DATED 11/21/2014. GENERAL PROVISIONS 1. THE GENERAL NOTES PRESENTED HEREIN ARE INTENDED TO SERVE AS A GUIDE TO THE CONTRACTOR AND ARE NOT INTENDED TO SUPERCEDE GOVERNING JURISDICTIONAL CRITERIA THAT MAY APPLY. FOR SPECIFIC ITEMS NOT IDENTIFIED ON THE CONSTRUCTION PLANS, THE CONTRACTOR SHALL REQUEST INFORMATION FROM THE ENGINEER AND JURISDICTIONAL INSPECTOR PRIOR TO COMMENCEMENT OF WORK AND ORDERING OF APPLICABLE MATERIALS. 2. PRIOR TO CONSTRUCTION WORK, THE CONTRACTOR SHALL COORDINATE CLOSELY WITH THE DEVELOPER FOR TIMING OF CONSTRUCTION TASKS THAT MAY AFFECT ADJACENT PROPERTY USERS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION OF ALL WORK SHOWN OR IMPLIED ON THE CONSTRUCTION PLANS AND SHALL INCLUDE COST TO PERFORM AND INSTALL WORK ITEMS ON BID. 4. THE CONTRACTOR SHALL OBTAIN FROM THE DEVELOPER COPIES OF ALL AVAILABLE REGULATORY AGENCY PERMITS. 5. CONSTRUCTION ACTIVITIES THAT WILL RESULT IN THE DISTURBANCE OF ONE (1) OR MORE ACRES OF LAND ARE REQUIRED TO OBTAIN COVERAGE UNDER THE U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA) AND FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES (CGP) IF STORMWATER FROM THE ACTIVITY HAS THE POTENTIAL TO ENTER A SURFACE WATER OF THE STATE OR A MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4). A CGP NOTICE OF INTENT (NOI) FORM MUST BE FILED WITH THE AGENCY HAVING JURISDICTION OVER THE NPDES PROGRAM AT LEAST 2 DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION. COVERAGE WILL BE EFFECTIVE 48 HOURS AFTER THE POST -MARKED DATE OF THE COMPLETE NOI SUBMITTAL. THE OPERATOR OF THE PROJECT IS REQUIRED TO SIGN AND FILE THE NOI. THE OPERATOR IS THE ENTITY THAT OWNS OR OPERATES THE PROJECT AND HAS SUFFICIENT AUTHORITY TO ASSURE COMPLIANCE WITH THE PERMIT REQUIREMENTS. TYPICALLY, THE OPERATOR WILL BE THE OWNER, DEVELOPER, OR GENERAL CONTRACTOR. THE ARCHITECT/ENGINEER SHOULD NOT BE INDICATED AS THE OPERATOR AND SIGN THE NOI UNLESS THEY HAVE OPERATIONAL CONTROL OVER THE PROJECT. THE RESPONSIBLE AUTHORITY IS THE PERSON THAT HAS AUTHORITY TO SIGN THE NOI FOR THE OPERATOR. TO TERMINATE PERMIT COVERAGE, THE OPERATOR SHALL FILE A NOTICE OF TERMINATION (NOT) WITHIN 14 DAYS OF FINAL STABILIZATION OF THE SITE. THE CONTRACTOR SHALL KEEP ON SITE A COPY OF THE SWPPP, NOI, AND WATER MANAGEMENT DISTRICT PERMITS ISSUED, TOGETHER WITH THE INSPECTION REPORTS AND CURRENT PLANS, INCLUDING ANY MODIFICATIONS REQUIRED. 6. UNLESS OTHERWISE NOTED ON THE PLANS, THE CONTRACTOR SHALL USE THE GEOMETRY PROVIDED ON THE CONSTRUCTION PLANS. BENCHMARK INFORMATION SHALL BE PROVIDED TO THE CONTRACTOR BY THE DEVELOPER OR DEVELOPER'S SURVEYOR. ANY DISCREPANCIES BETWEEN FIELD MEASUREMENTS AND CONSTRUCTION PLAN INFORMATION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. 7. THIS SET OF PLANS MAY CONTAIN DRAWINGS PREPARED BY OTHER PROFESSIONALS, WHICH CONTAIN THE NAME, ADDRESS, AND LOGO OF THE PROFESSIONAL. FORESITE GROUP, INC. IS NOT RESPONSIBLE FOR DRAWINGS PREPARED BY OTHER PROFESSIONALS. 8. THE CONTRACTOR SHALL SUBMIT A COPY OF THE SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING THE MATERIALS REQUIRED FOR CONSTRUCTION. PRIOR TO SUBMISSION, THE CONTRACTOR SHALL THOROUGHLY CHECK SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES FOR COMPLETENESS AND FOR COMPLIANCE WITH THE CONSTRUCTION PLANS. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS AND FIELD CONDITIONS PERTAINING TO THE SHOP DRAWINGS AND SHALL COORDINATE ANY RELATED WORK. AT THE TIME OF SUBMISSION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF DEVIATIONS IN SUBMITTALS FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE CONTRACTOR'S RESPONSIBILITY FOR ERRORS AND OMISSIONS IN SUBMITTALS IS NOT RELIEVED BY THE ENGINEER'S REVIEW OF SUBMITTALS. 9. THE CONTRACTOR SHALL PROTECT BENCHMARKS, PROPERTY CORNERS, AND OTHER SURVEY MONUMENTS FROM DAMAGE OR DISPLACEMENT. IF A MARKER NEEDS TO BE REMOVED, IT SHALL BE REFERENCED BY A LICENSED LAND SURVEYOR AND REPLACED, AS NECESSARY, BY SAME. 10. THE CONTRACTOR IS RESPONSIBLE FOR ALL QUALITY CONTROL TESTING. MINIMUM TESTING SHALL INCLUDE, BUT NOT BE LIMITED TO: A) PIPING AND STRUCTURAL EXCAVATION, BEDDING, BACKFILL MATERIALS AND DENSITY TESTS; B) DETERMINATION OF COMPACTIOE EFFORT NEEDED FOR COMPLIANCE WITH THE DENSITY REQUIREMENTS; C) CONCRETE AND ASPHALT QUALITY CONTROL TESTING INCLUDING DESIGN MIX REVIEW, MATERIALS, FIELD SLUMP AND AIR CONTENT, AND FIELD- AND LAB -CURED STRENGTH SAMPLES AND TESTING. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REQUIRED TESTING OR APPROVALS FOR ANY WORK (OR ANY PART THEREOF) IF LAWS OR REGULATIONS OF ANY REGULATORY AGENCY SPECWWMIY REQUIRE TESTING, INSPECTIONS OR APPROVAL. THE CONTRACTOR SHALL PAY ALL ASSOCIATED COSTS AND SHALL FURNISH THE DEVELOPER AND ENGINEER THE REQUIRED CERTIFICATES OF INSPECTION, TESTING OR APPROVAL. 12.ANY DESIGN OR TESTING LABORATORY UTILIZED BY THE CONTRACTOR SHALL BE AN INDEPENDENT LABORATORY ACCEPTABLE TO THE DEVELOPER AND THE ENGINEER, APPROVED IN WRITING, AND COMPLYING WITH THE LATEST EDITION OF THE "RECOMMENDED REQUIREMENTS FOR INDEPENDENT LABORATORY QUALIFICATION,- PUBLISHED BY THE AMERICAN COUNCIL OF INDEPENDENT LABORATORIES. 13. ALL TEST RESULTS SHALL BE PROVIDED (PASSING AND FAILING) ON A REGULAR AND IMMEDIATE BASIS TO THE DEVELOPER AND ENGINEER. 14. THE ENTIRE PROJECT SITE SHALL BE THOROUGHLY CLEANED AT THE COMPLETION OF THE WORK. CLEAN ALL INSTALLED PIPELINES, STRUCTURES, SIDEWALKS, PAVED AREAS, ACCUMULATED SILT IN PONDS, AND ALL ADJACENT AREAS AFFECTED BY WORK. EQUIPMENT TO CLEAN THESE SURFACES SHALL BE SUBJECT TO APPROVAL BY THE DEVELOPER. EROSION AND SEDIMENT CONTROL 1. EROSION AND SEDIMENT CONTROL MEASURES AS DESCRIBED ON THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE PROVIDED AND INSTALLED PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WORK. MINIMUM SEDIMENT CONTROL CONSISTS OF SILT FENCING, HAY BALES, AND FLOATING TURBIDITY BARRIERS PER FDOT INDEX NO. 102 AND 103. MINIMUM EROSION CONTROL CONSISTS OF SEEDING AND MULCHING, SODDING, WETTING SURFACES, PLACEMENT OF COARSE AGGREGATE, AND TEMPORARY PAVING. 2. MAINTAIN TEMPORARY EROSION CONTROL SYSTEMS AS DIRECTED BY OWNER, OR GOVERNING AUTHORITIES TO CONTROL EROSION AND SILTATION DURING CONSTRUCTION PERIOD. OWNER HAS AUTHORITY TO LIMIT SURFACE AREA OF ERODIBLE EARTH MATERIAL EXPOSED BY CLEARING AND GRUBBING, EXCAVATION, TRENCHING, BORROW AND EMBANKMENT OPERATIONS. OWNER ALSO HAS AUTHORITY TO DIRECT CONTRACTOR TO PROVIDE IMMEDIATE PERMANENT OR TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES. 3. CONTRACTOR SHALL RESPOND TO EROSION AND SEDIMENT CONTROL MAINTENANCE REQUIREMENTS AS SITE CONDITIONS WARRANT, AND IMPLEMENT ADDITIONAL MEASURES TO CONTROL EROSION ORDERED BY OWNER OR GOVERNING AUTHORITIES WITHIN FORTY-EIGHT (48) HOURS OR SOONER IF REQUIRED AT NO ADDITIONAL COST TO THE OWNER. 4. CONTRACTOR WILL BE REQUIRED TO INCORPORATE PERMANENT EROSION CONTROL FEATURES INTO PROJECT AT EARLIEST PRACTICAL TIME TO MINIMIZE NEED FOR TEMPORARY CONTROLS. 5. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS REPRESENT A MINIMUM REQUIREMENT. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES NEEDED IN ORDER TO PREVENT THE TRANSFER OF SEDIMENT FROM THE PROJECT AREA AND PREVENT THE EROSION OF SURFACES DURING CONSTRUCTION, AS NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER BODIES. 6. GRASS ALL DISTURBED AREAS WITHIN SEVEN (7) DAYS OF INITIAL DISTURBANCE. TYPE OF GRASS SHALL BE AS FOLLOWS: TEMPORARY GRASSING TO BE SODDING AT ALL DRAINAGE STRUCTURES, RETENTION AREAS, SWALES AND DITCHES, AND WHERE SLOPES ARE STEEPER THAN 5:1. TEMPORARY GRASSING CAN BE SEED AND MULCH AT ALL OTHER LOCATIONS UNLESS OTHERWISE INDICATED ON THE DRAWINGS OR SPECIFICATIONS. 7. CONTRACTOR SHALL INSPECT EVERY TWO (2) WEEKS DURING CONSTRUCTION, REMOVE ANY SEDIMENT BUILD-UP, AND REPAIR AND REINSTALL ANY DAMAGED OR MISSING SEDIMENT CONTROL MEASURES. INSTALL ADDITIONAL MEASURES IF INSPECTION REVEALS ADDITIONAL SEDIMENTATION CONTROL IS NECESSARY. 8. AREAS TO BE PAVED SHALL BE TREATED WITH A BITUMINOUS PRIME COAT AND SANDED TO MINIMIZE EROSION, WHERE PAVING IS SCHEDULED TO OCCUR MORE THAN FORTY-EIGHT (48) HOURS AFTER INSTALLATION OF BASE COURSE. AREAS TO BE PAVED WITH CONCRETE SHALL BE EITHER PROTECTED WITH A LAYER OF FDOT COARSE AGGREGATE MATERIAL OR SHALL BE PAVED WITHIN FORTY-EIGHT (48) HOURS OF INSTALLATION OF THE SUBGRADE. INSTALL FINAL SURFACE COURSES WITHIN FORTEEN (14) DAYS AFTER REMOVAL OF EXISTING PAVEMENT. MAINTENANCE OF TRAFFIC 1- THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A MAINTENANCE OF TRAFFIC (M.O.T.) PLAN PRIOR TO CONSTRUCTION. THE M.O.T. PLAN SHALL SHOW ALL PROPOSED TRAFFIC CONTROL SIGNS, PAVEMENT MARKINGS, BARRICADES, AND OTHER DEVICES AND SHALL DETAIL ALL PROPOSED CONSTRUCTION SEQUENCING. THE M.O.T. PLAN SHALL BE APPROVED BY THE ENGINEER, OWNER, AND ROADWAY JURISDICTIONAL AGENCY PRIOR TO CONSTRUCTION. ALL PROPOSED ROADWAY AND DRIVEWAY LANE CLOSURES AND TIMING SHALL BE CLOSELY COORDINATED WITH THE ROADWAY JURISDICTIONAL AGENCY PRIOR TO CONSTRUCTION. 2. ALL CONSTRUCTION SIGNING AND MARKINGS SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND MAINTAINED DURING CONSTRUCTION IN ACCORDANCE WITH FDOT INDEX NO.600 AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). THE PLACEMENT OF THE SIGNING AND MARKINGS SHALL BE APPROVED IN THE FIELD BY THE ENGINEER PRIOR TO CONSTRUCTION. 3. INSPECT TRAFFIC CONTROL DEVICES ON A DAILY BASIS TO ENSURE PLACEMENT OF BARRICADES AND FUNCTION OF LIGHTS IS MAINTAINED THROUGHOUT CONSTRUCTION. 4_ CONTRACTOR SHALL CONTACT PROPERTY OWNERS TO BE AFFECTED BY CONSTRUCTION AND SHALL COORDINATE TEMPORARY DRIVEWAY CLOSURES AND SEQUENCING. MAINTAIN ACCESS FOR ALL PROPERTY OWNERS DURING CONSTRUCTION. 5. WET UNSTABILIZED AREAS AS NECESSARY TO CONTROL DUST. 6. ADJUST TRAFFIC CONTROL DEVICES AS REQUIRED UNDER EMERGENCY CONDITIONS. 7. THE CONTRACTOR SHALL COORDINATE ACTIVITIES WITH OTHER CONTRACTORS WHO MAY BE WORKING IN THE IMMEDIATE VICINITY. 8. IF WORK OCCURS WITHIN FIFTEEN (1 5) FEET OF ACTIVE ROAD TRAVEL LANES BUT NO CLOSER THAN TWO (2) FEET FROM THE EDGE OF PAVEMENT, SIGNAGE AND WARNING DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH FDOT INDEX NO.600 AND 602. 9. TYPE I OR TYPE 11 BARRICADES AT 20-FEET CENTERS SHALL BE PLACED AND MAINTAINED ALONG THE EDGE OF THE ROAD WHEREVER DROP-OFFS OR OTHER HAZARDS EXIST, AND TO BLOCK ENTRANCE INTO COMPLETED OR PARTIALLY -COMPLETED PAVEMENTS UNTIL SUCH PAVEMENTS ARE OPEN TO PUBLIC USE. SITE PREPARATION 1. UNLESS OTHERWISE DIRECTED BY THE DEVELOPER OR ENGINEER, THE CONTRACTOR SHALL CONTAIN ALL CONSTRUCTION ACTIVITIES WITHIN THE PROPERTY, RIGHT-OF-WAY (R.O.W.), AND EASEMENTS AS INDICATED ON THE DRAWINGS. AT NO TIME SHALL THE CONTRACTOR DISTURB SURROUNDING PROPERTIES OR TRAVEL ON SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTY OWNER. ANY REPAIR OR RECONSTRUCTION OF DAMAGED AREAS IN SURROUNDING PROPERTIES SHALL BE REPAIRED BY THE CONTRACTOR ON AN IMMEDIATE BASIS. ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2. STAKE OUT THE CONSTRUCTION AREA, ESTABLISH LINES AND LEVELS, TEMPORARY BENCH MARKS, BATTER BOARDS, CENTERLINES, BASELINES, AND REFERENCE POINTS FOR THE WORK, AND VERIFY ALL DIMENSIONS RELATING TO INTERCONNECTION WITH EXISTING FEATURES. REPORT ANY INCONSISTENCIES IN THE PROPOSED GRADES, LINES AND LEVELS, DIMENSIONS AND LOCATIONS TO THE ENGINEER BEFORE COMMENCING WORK. FORTUITOUS FINDS 1. IF EVIDENCE OF THE EXISTENCE OF HISTORIC RESOURCES IS DISCOVERED OR OBSERVED AT THE SITE, ALL WORK SHALL CEASE IN THE AREA OF EFFECT, AND THE DEVELOPER, OWNER, CONTRACTOR, OR AGENT THEREOF SHALL NOTIFY THE APPRORPRIATE AGENCY IMMEDIATELY. EXAMPLES OF SUCH EVIDENCE INCLUDE WHOLE OR FRAGMENTARY STONE TOOLS, SHELL TOOLS, ABORIGINAL OR HISTORIC POTTERY, HISTORIC GLASS, HISTORIC BOTTLES, BONE TOOLS, HISTORIC BUILDING FOUNDATIONS, SHELL MOUNDS, SHELL MIDDENS, OR SAND MOUNDS. UPON THE AGENCY'S TIMELY ASSESSMENT OF THE SIGNIFICANCE OF THE FINDS, NOTIFICATION TO MITIGATE ANY ADVERSE EFFECTS SHALL BE ISSUED SO AS TO MINIMIZE DELAYS TO DEVELOPMENT ACTIVITIES. 2. IF ANY HUMAN SKELETAL REMAINS OR ASSOCIATED BURIAL ARTIFACTS ARE DISCOVERED AT THE SITE, ALL WORK IN THE AREA MUST CEASE, AND THE PERMTTTEE MUST IMMEDIATELY NOTIFY THE NEAREST LAW ENFORCEMENT OFFICE AND THE APPROPRIATE PERMITTING AGENCY. ACCORDING TO CHAPTER 872, FLORIDA STATUTES, IT IS UNLAWFUL TO DISTURB, VANDALIZE, OR DAMAGE A HUMAN BURIAL. 3. PROTECT ALL TREES AND SHRUBS LOCATED OUTSIDE THE R.O.W., EASEMENTS, AND OWNER -SECURED PROPERTY, PARTICULARLY THOSE TREES AND SHRUBS LOCATED ADJACENT TO WORK AREAS. 4. WITHIN THE R.O.W., EASEMENTS, AND OWNER -SECURED PROPERTY, TREES AND SHRUBS SHALL REMAIN IN ACCORDANCE WITH THE FOLLOWING SCHEDULE: NEW ROADWAY CONSTRUCTION - TREES AND SHRUBS TO REMAIN WHERE LOCATED MORE THAN FIFTEEN (15) FEET FROM THE BACK OF CURB, OR OUTSIDE THE LIMITS OF EXCAVATION OR FILL AREAS, WHICHEVER IS FURTHER. UTILITY PIPELINE CONSTRUCTION - TREES AND SHRUBS TO REMAIN OUTSIDE A 15-FEET WIDE PATH, CENTERED ON THE PIPELINE. 5. TREES TO REMAIN IN THE CONSTRUCTION AREA SHALL BE BOXED, FENCED OR OTHERWISE PROTECTED IN ACCORDANCE WITH DETAILS ON THE DRAWINGS. DO NOT PERMIT HEAVY EQUIPMENT OR STOCKPILES WITHIN BRANCH SPREAD AREA. AREAS TO RECEIVE CLEARING AND GRUBBING SHALL INCLUDE ALL AREAS TO BE OCCUPIED BY THE PROPOSED IMPROVEMENTS, AREAS FOR FILL AND SITE GRADING, AND BORROW SITES. REMOVE TREES OUTSIDE OF THESE AREAS ONLY AS INDICATED ON THE DRAWINGS OR AS APPROVED IN WRITING BY THE ENGINEER. 6. EXERCISE EXTREME CARE DURING THE CLEARING AND GRUBBING OPERATIONS. DO NOT DAMAGE EXISTING STRUCTURES, PIPES OR UTILITIES. 7. CLEARING SHALL CONSIST OF REMOVING TREES AND BRUSH AND DISPOSAL OF OTHER MATERIALS THAT ENCROACH UPON OR OTHERWISE OBSTRUCT THE WORK. 8. GRUBBING SHALL CONSIST OF REMOVING AND DISPOSING OF STUMPS, ROOTS LARGER THAN TWO (2) INCHES IN DIAMETER, AND MATTED ROOTS. REMOVE TO A DEPTH OF NOT LESS THAN EIGHTEEN (18) INCHES BELOW THE ORIGINAL SURFACE LEVEL OF THE GROUND. 9. ALL COMBUSTIBLE DEBRIS AND REFUSE FROM SITE PREPARATION OPERATIONS SHALL BE PROPERLY REMOVED TO LEGAL OFF -SITE DISPOSAL AREAS. 10. DAMAGED AREAS SHALL BE REPLACED TO A CONDITION EQUAL TO OR BETTER THAN THE CONDITION PRIOR TO DISTURBANCE. EARTHWORK GRADING: 1. GRADING SHOWN ON THESE PLANS ARE PROVIDED TO THE CONTRACTOR FOR GENERAL GRADING INTENT OF THE PROJECT. THE CONTRACTOR SHALL GRADE THE ENTIRE SITE TO PROVIDE POSITIVE DRAINAGE IN ALL AREAS THROUGHOUT THE SITE. SMOOTH TRANSITIONS SHALL BE PROVIDED BETWEEN CONTOURS OR SPOT ELEVATIONS AS SHOWN ON THE PLANS TO ACCOMPLISH THE GRADING INTENT. ALL SLOPES SHALL BE STABILIZED IMMEDIATELY AFTER FINAL GRADING HAS BEEN COMPLETED. CONTRACTOR SHALL NOTIFY OWNER AND ENGINEER PRIOR TO DEMOBILIZATION OF GRADING EQUIPMENT TO DETERMINE THAT THE GRADING INTENT HAS BEEN ACHIEVED. 2. ALL PAVING SURFACES IN INTERSECTIONS AND ADJACENT SECTIONS SHALL BE GRADED TO DRAIN POSITIVELY AND TO PROVIDE A SMOOTH TRANSITION OF DRMNG SURFACE FOR VEHICLES WITH NO SHARP BREAKS IN GRADE, AND NO UNUSUALLY STEEP OR REVERSE CROSS SLOPES. THE STANDARD CROWN MAY BE CHANGED TO DRAIN POSITIVELY IN THE AREA OF INTERSECTIONS. THE CONTRACTOR SHALL ACCOMPLISH THE ABOVE AND CONSULT THE ENGINEER SO THAT THE ENGINEER MAY MAKE ANY AND ALL REQUIRED INTERPRETATIONS OF THE PLANS OR GIVE SUPPLEMENTARY INSTRUCTIONS TO ACCOMPLISH THE INTENT OF THE PLANS. 3. UNIFORMLY SMOOTH GRADE THE SITE. DEPRESSIONS FROM SETTLEMENT SHALL BE FILLED AND COMPACTED. TOPS OF EMBANKMENTS AND BREAKS IN GRADE SHALL BE ROUNDED. FINISHED SURFACES SHALL BE REASONABLY SMOOTH, COMPACTED, FREE FROM IRREGULAR SURFACE CHANGES, AND COMPARABLE TO THE SMOOTHNESS OBTAINED BY BLADE GRADER OPERATIONS. 4. SLOPE GRADES TO DRAIN AWAY FROM STRUCTURES AT A MINIMUM OF'/ -INCH PER FOOT FOR TEN (10) FEET. FINISHED SURFACES ADJACENT TO PAVED AREAS AND WITHIN TEN (10) FEET OF STRUCTURES SHALL BE WITHIN ONE (1) INCH OF THE PROPOSED GRADE. ALL OTHER AREAS SHALL BE WITHIN THREE (3) INCHES OF THE PROPOSED GRADE. 5. NEWLY -GRADED AREAS SHALL BE PROTECTED FROM TRAFFIC AND EROSION. ALL SETTLEMENT OR WASHING AWAY THAT MAY OCCUR PRIOR TO SEEDING OR ACCEPTANCE SHALL 13E REPAIRED AND GRADES AND SLOPES RE-ESTABLISHED TO THE REQUIRED ELEVATIONS AT NO ADDITIONAL COST TO THE DEVELOPER. 6. THE CONTRACTOR SHALL NOTE THAT FILL AND COMPACTION REQUIREMENTS FOR EACH AREA OF THE SITE MAY DIFFER PER THE IMPROVEMENTS PROPOSED UPON THE RESPECTIVE SURFACE. PROPER FILL AND COMPACTION SHALL BE UTILIZED PER THE PLANS AND GEOTECHNICAL ANALYSIS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD FOR CLARIFICATION IF NECESSARY. 7. THE CONTRACTOR SHALL ENSURE THAT AREAS DESIGNATED FOR COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA) ARE CONSTRUCTED PER CURRENT GUIDELINES. EXCAVATION, TRENCHING, AND FILL: 1. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (FS 553.60-553.64). ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST REQUIRED TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT AND THE RESPOSIBILITY OF THE CONTRACTOR. 2. THE CONTRACTOR SHALL CONSULT THE GEOTECHNICAL REPORT FOR SOIL PREPARATION AND GENERAL EARTHWORK REQUIREMENTS. 3. ROUGH EXCAVATE AND GRADE ANY PROPOSED STORMWATER PONDS AT THE BEGINNING OF SITE GRADING ACTIVITIES. DIRECT SITE RUNOFF TO THE PONDS TO MINIMIZE RUNOFF TO OFF -SITE AREAS. 4. FIELD DENSITY TESTING FREQUENCIES: A) ONE (1) TEST FOR EACH 10,000 SQUARE FEET OR FRACTION THEREOF PER LIFT OF GENERAL BACKFILLING, WITH A MINIMUM OF TWO (2) TESTS FOR EACH LAYER; B) ONE (1) TEST FOR EACH 100 SQUARE FEET OR FRACTION THEREOF OF BACKFILL AROUND AND UNDER STRUCTURES; C) ONE (1) TEST FOR EACH 300 LINEAL FEET OR FRACTION THEREOF PER LIFT OF GENERAL BACKFILLING IN THE PIPELINE TRENCH; D) ONE (1) TEST PER LIFT PER EACH CHANGE IN TYPE OF FILL; E) ONE (1) TEST PER 1000 SQUARE FEET OF PAVEMENT SUBGRADE, WITH A MINIMUM OF TWO (2) TESTS. 5. PREVIOUSLY -EXCAVATED MATERIALS CONFORMING TO THE FOLLOWING REQUIREMENTS SHALL BE UTILIZED WHEREVER POSSIBLE, UNLESS OTHERWISE DIRECTED BY GEOTECHNICAL REPORT: A. ACCEPTABLE MATERIALS: AASHTO M145 CLASSIFICATION A-1, A-3, A-2-4, A-2-6; ASTM D2487 CLASSIFICATION GW, GP, GM, SM, SW, SP; UNLESS OTHERWISE DISAPPROVED WITHIN THE SOIL AND SUBSURFACE INVESTIGATION REPORTS. NO MORE THAN 12% OF ACCEPTABLE MATERIALS SHALL PASS THE NUMBER 200 SIEVE. B. UNACCEPTABLE MATERIALS: AASHTO M145 CLASSIFICATION A-2-5, A-2-7, A-4, A 5, A-6, A-7, A-8; ASTM D2487 CLASSIFICATION GC, SC, ML, MH, CL, CH, OL, OH, PT; UNLESS OTHERWISE APPROVED WITHIN THE SOIL AND SUBSURFACE INVESTIGATION REPORTS. 5. PROVIDE BARRIERS, WARNING LIGHTS AND OTHER PROTECTIVE DEVICES AT ALL EXCAVATIONS. 6. SIDEWALKS, ROADS, STREETS, AND PAVEMENTS SHALL NOT BE BLOCKED OR OBSTRUCTED BY EXCAVATED MATERIALS, EXCEPT AS AUTHORIZED BY THE ENGINEER, IN WHICH CASE ADEQUATE TEMPORARY PROVISIONS MUST BE MADE FOR SATISFACTORY TEMPORARY SAFE PASSAGE OF PEDESTRIANS AND VEHICLES. MINIMIZE INCONVENIENCE TO PUBLIC TRAVEL OR TO ADJOINING PROPERTY USERS. 7. FURNISH, INSTALL, AND MAINTAIN, WITHOUT ADDITIONAL COMPENSATION, SHEETING, BRACING, AND SHORING SUPPORT REQUIRED TO KEEP EXCAVATIONS WITHIN THE PROPERTY OR EASEMENTS PROVIDED, TO SUPPORT THE SIDES OF THE EXCAVATION, AND TO PREVENT ANY MOVEMENT WHICH MAY DAMAGE ADJACENT PAVEMENTS OR STRUCTURES, DELAY THE WORK, OR ENDANGER LIFE AND HEALTH. VOIDS OUTSIDE THE SUPPORTS SHALL BE IMMEDIATELY FILLED AND COMPACTED. 8. ALL EXCAVATIONS SHALL BE MADE BY OPEN CUT UNLESS OTHERWISE INDICATED. SLOPE SIDES OF TRENCHES SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS AND THE RECOMMENDATIONS CONTAINED WITHIN THE GEOTECHNICAL REPORT. 9. EXCAVATE TRENCHES TO DEPTH INDICATED OR REQUIRED FOR FLOW LINES AND INVERT ELEVATIONS. OVER EXCAVATE TRENCHES A MINIMUM OF TWO (2) FEET WHERE EXCAVATIONS OCCUR WITHIN UNSUITABLE SOILS, AND REPLACE OVER -EXCAVATED MATERIAL NTH SUITABLE SOILS. 10.EXCEPT AS OTHERWISE INDICATED ON PLANS OR SPECIFICATIONS, EXCAVATE FOR PRESSURE PIPING SO TOP OF PIPING IS A MINIMUM OF THREE (3) FEET BELOW FINISHED GRADE. 11. TRENCH BOTTOMS AND THE BOTTOMS OF ALL STRUCTURES SHALL BE KEPT DRY, COMPACTED, AND STABLE TO A DEPTH TWO (2) FEET BELOW THE BOTTOM OF THE TRENCH OR STRUCTURE. 12ALL BEDDING, FILL, AND BACKFILL MATERIAL SHALL BE SUITABLE SOILS OR FLOWABLE FILL. WHERE TRENCH OR EXCAVATION IS WITHIN THE INFLUENCE AREA OF ROADWAYS, STRUCTURES, FOUNDATIONS, OR SLABS, PLACE BACKFILL IN LAYERS OF 84NCH LOOSE DEPTH. IN ALL OTHER AREAS, PLACE FILL AND BACKFILL IN LAYERS OF 12-INCH LOOSE DEPTH. 13.MINIMUM DENSITY REQUIREMENT (ASTM D1557 OR AASHTO T180): FILL UNDER AND WITHIN THE INFLUENCE AREA OF ROADWAYS, STRUCTURES, SLABS, FOUNDATIONS = 98 PERCENT; POND AND ROAD EMBANKMENT FILL = 95 PERCENT; ALL OTHER AREAS = 90 PERCENT. CONSTRUCTION ABANDONMENT PROCEDURE 1. IF CONSTRUCTION OF IMPROVEMENTS IS TERMINATED PRIOR TO COMPLETION PER THE APROVED CONSTRUCTION DOCUMENTS, THE OWNER SHALL REMOVE ANY CONSTRUCTION AND STOCKPILED VEGETATIVE DEBRIS AND FILL AND DISPOSE OF SUCH MATERIALS AT A LEGALLY -APPROVED OFF -SITE LOCATION. DISTURBED LAND SHALL BE ROUGH GRADED, SEEDED AND MULCHED. PAVING, SIDEWALKS, AND CURBING 1. MATERIALS AND CONSTRUCTION METHODS FOR THE ROADWAY AND PAVING CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 2. ROADWAY PAVING, BASE, AND SUBGRADE THICKNESSES, MATERIAL STABILITY, AND DENSITY REQUIREMENTS SHALL BE IN ACCORDANCE WITH DETAILS ON THESE DRAWINGS AND THE GEOTECHNICAL REPORT. 3. SIDEWALKS ARE TO BE CONSTRUCTED IN THE AREAS AS SHOWN ON THE CONSTRUCTION PLANS. THE SIDEWALK SHALL BE CONSTRUCTED OF MINIMUM 41NCHES OF CONCRETE WITH A 28-DAY COMPRESSION STRENGTH OF 2500 PSI. JOINTS SHALL BE EITHER TOOLED OR SAW CUT AT A MAXIMUM DISTANCE OF 5 FEET. ACCESSIBLE RAMPS SHALL BE PROVIDED AT ALL INTERSECTIONS AND SHALL BE IN ACCORDANCE WITH THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, LATEST EDITION. 4. CURBING SHALL BE CONSTRUCTED WHERE NOTED ON THE CONSTRUCTION PLANS. CONCRETE FOR CURBS SHALL BE FOOT CLASS "1" CONCRETE WITH A MINIMUM 28-DAY COMPRESSION STRENGTH OF 2500 PSI. ALL CURBS SHALL HAVE SAW CUT CONTRACTION JOINTS AND SHALL BE CONSTRUCTED AT INTERVALS NOT TO EXCEED 10 FEET ON CENTER. CONSTRUCTION OF CURBS SHALL BE IN CONFORMANCE WITH FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION) SECTION 520 AND DETAILS PROVIDED ON THE CONSTRUCTION PLANS. 5. FIELD COMPACTION DENSITY, STABILITY, AND THICKNESS TESTING FREQUENCIES OF SUBGRADE, BASE, AND ASPHALT SHALL BE TESTED ONCE EVERY 300 LINEAR FEET OF PAVING PER 24-FEET WIDE STRIP, STAGGERED LEFT, CENTER AND RIGHT OF CENTERLINE. WHERE LESS THAN 300 LINEAR FEET OF SUBGRADE, BASE, AND ASPHALT IS PLACED IN ONE (1) DAY, PROVIDE MINIMUM OF ONE (1) TEST FOR EACH DAY'S CONSTRUCTION AT A LOCATION DESIGNATED BY THE ENGINEER. ASPHALT EXTRACTION GRADATION SHALL BE TESTED FROM GRAB SAMPLES COLLECTED ONCE EVERY 1800 SQUARE YARDS OF ASPHALT DELIVERED TO THE SITE (OR A MINIMUM OF ONCE PER DAY). 6. PAVING TIMING REQUIREMENTS ARE AS FOLLOWS: A. INSTALL SUBGRADE AND BASE COURSE MATERIALS WITHIN 48 HOURS OF THE REMOVALIOPEN CUTTING OF EXISTING PAVEMENT CONSISTING OF STREETS, DRIVEWAYS, OR SIDEWALK. INSTALL FINAL SURFACE COURSES WITHIN 14 DAYS AFTER REMOVAL OF EXISTING PAVEMENT. B. AREAS TO RECEIVE ASPHALT SHALL RECEIVE EROSION CONTROL MEASURES NO LATER THAN 48 HOURS AFTER ACCEPTANCE OF BASE COURSE. TEMPORARY EROSION CONTROL CONSISTS OF PLACEMENT OF A BITUMINOUS PRIME COAT AND SANDING THE SURFACE. PERMANENT EROSION CONTROL CONSISTS OF PLACEMENT OF THE STRUCTURAL COURSE. C_ AREAS TO RECEIVE CONCRETE PAVING SHALL BE EITHER PROTECTED WITH A LAYER OF FDOT COARSE AGGREGATE MATERIAL OR SHALL BE PAVED WITHIN 48 HOURS OF ACCEPTANCE OF THE SUBGRADE. ACCESSIBILITY 1. SITE IMPROVEMENTS SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT AND THE FLORIDA ACCESSIBILITY CODE. THE CONTRACTOR SHALL FURNISH THE OWNER AND ENGINEER WITH PROOF THAT ALL APPLICABLE FEATURES AND AREAS OF THE SITE ARE IN COMPLIANCE WITH THE AFORMENTIONED CRITERIA. SIGNS AND PAVEMENT MARKINGS (OFF -SITE OR IN R-O-W) 1. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND THE LATEST IMPLEMENTED EDITION OF FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS (INDEX NO. 9535, 11860, 11862, 11865, 17302, 17346 AND 17349 APPLY). GENERALLY, ALL MARKINGS SHALL CONFORM TO THE FOLLOWING: 64NCH EDGE LINES, 64NCH LANE LINES, 64NCH SINGLE CENTERLINES, AND 6-INCH DOUBLE LINE PATTERNS, UNLESS OTHERWISE NOTED ON THE PLANS. 2. ALL ROADWAY PAVEMENT MARKINGS IN RIGHT-OF-WAY SHALL BE PAINTED OR THERMOPLASTIC WITH RAISED PAVEMENT MARKERS (TYPE 911 - 4" X 4"), AS INDICATED ON PLANS. RAISED PAVEMENT MARKERS ARE TO BE INSTALLED IN ACCORDANCE WITH PLANS AND FDOT INDEX NO. 17352. 3. ON -SITE PAVEMENT MARKINGS SHALL BE PAINTED. PAINT SHALL MEET THE REQUIREMENTS OF FDOT SPECIFICATION SECTION 971, NON -REFLECTIVE WHITE TRAFFIC PAINT. 4. ALL ROADWAY TRAFFIC SIGNS SHALL BE MANUFACTURED USING HIGH INTENSITY RETROREFLECTIVE MATERIALS. THE BACK OF ALL FINISHED PANELS SHALL BE STENCILED WITH THE DATE OF FABRICATION, THE FABRICATOR'S INITIALS, AND THE NAME OF THE SHEETING IN 3-INCH LETTERS. 5. INTERNAL SITE TRAFFIC SIGNS ARE NOT REQUIRED TO BE RETROREFLECTIVE. 6. THE CONTRACTOR SHALL VERIFY THE REQUIRED LENGTH OF THE SIGN COLUMN SUPPORTS IN THE FIELD PRIOR TO FABRICATION. 8. PRIOR TO FINAL PAVEMENT MARKING INSTALLATION, A CURE TIME OF THE ASPHALT PER THE MANUFACTURER'S SPECIFICATIONS IS REQUIRED. PAVEMENT MARKINGS (ON -SITE CVS) PART 1-GENERAL 1.1 SUMMARY A. SECTION INCLUDES: 1. PAINTED MARKINGS APPLIED D TO ASPHALT AND CONCRETE PAVEMENT. 2. MARKINGISTRIPING REMOVAL METHODS FOR ASPHALT AND CONCRETE PAVEMENT. 3. SEALCOATING AND/OR SLURRY SEALS APPLIED TO ASPHALT AND CONCRETE PAVEMENT. 1.2 DEFINITIONS A. SHOT-BLASTING: SMALL METAL BEADS CHIP AWAY PAINT OR ETCH THE CONCRETE SURFACE WITH A SELF-CONTAINED VACUUM. B. GRINDING: REMOVAL METHOD THAT GRINDS DOWN EXISTING SURFACE. C. SEALCOATING AND/OR SLURRY SEALS: A LIQUID THAT IS APPLIED TO ASPHALT TO PROTECT IT FROM OXIDATION AND THE DAMAGE CAUSED BY WINTER CRACKING, AS WELL AS UV RAYS AND TRAFFIC. 1. SEALCOAT: HAS A DENSE" LIQUID" CONSISTENCY. 2. SLURRY: SEAL IS A COARSER AGGREGATE. 1.3 PREINSTALLATION MEETINGS A. PREINSTALLATION CONFERENCE: CONDUCT CONFERENCE AT PROJECT SITE. 1. REVIEW METHODS AND PROCEDURES WITH CVS CPM RELATED TO MARKING PAVEMENT INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: A. PAVEMENT AGING PERIOD BEFORE APPLICATION OF PAVEMENT MARKINGS. B. REVIEW REQUIREMENTS FOR PROTECTING PAVEMENT MARKINGS, INCLUDING RESTRICTION OF TRAFFIC DURING INSTALLATION PERIOD. C. DRYING TIME SHOULD FOLLOW MANUFACTURES RECOMMENDED DRY TIMES AND PRACTICES OR OBTAIN CVS CPM APPROVAL IN WRITING IF DEVIATING. D. CONFIRM WITH CVS CPM IF JUST RE -STRIPING (PAINTING OVER EXISTING LINES) IS ALLOWED OR REMOVING EXISTING PEELING PAINT THAT WOULD JEOPARDIZE THE FINISH QUALITY OF THE POINT SURFACE. 1.4 ACTION SUBMITTALS A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT (PAINT, SEALCOAT, SLURRY SEAL, ETC.) 1. INCLUDE TECHNICAL DATA AND TESTED PHYSICAL, PERFORMANCE PROPERTIES, MIXING, PREPARATION, AND APPLICATION INSTRUCTION. B. LEED SUBMITTALS: 1. PRODUCT DATA FOR CREDIT IEQ 4.2: FOR INTERIOR, FIELD APPLIED, PAVEMENT -MARKING PAINTS, DOCUMENTATION INCLUDING PRINTED STATEMENT OF VOC CONTENT. 2. PREFERRED LEED PAINT FORMULA ONLY TO BE USED ON APPLICABLE PROJECTS. GENERAL CONTRACTOR MUST CONFIRM AND OBTAIN APPROVAL FROM CVS CPM. 1.5 QUALITY ASSURANCE A. REGULATORY REQUIREMENTS: COMPLY WITH MATERIALS, WORKMANSHIP, AND OTHER APPLICABLE REQUIREMENTS OF CVS/PHARMACY, OR AUTHORITY HAVING JURISDICTION, FOR PAVEMENT -MARKING WORK 1. MEASUREMENT AND PAYMENT PROVISIONS AND SAFETY PROGRAM SUBMITTALS INCLUDED IN STANDARD SPECIFICATIONS DO NOT APPLY TO THIS SECTION. 1.6 FIELD CONDITIONS A. ENVIRONMENTAL LIMITATIONS: PROCEED WITH PAVEMENT MARKING ONLY ON CLEAN, DRY SURFACES AND AT A MINIMUM AMBIENT OR SURFACE TEMPERATURE OF 40 DEG F FOR ALKYD MATERIALS, 55 DEG F FOR WATER BASED MATERIALS, AND NOT EXCEDDING 95 DEG F, OR PER MANUFACTURE'S RECOMMENDATION. PART 2-PRODUCTS 2.1 MANUFACTURERS A. SHERWIN WILLIAM'S SETFAST ACRYLIC LATEX TRAFFIC MARKING PAINT (TM 2161) OR EQUIVALENT PRODUCT THAT MEETS MATERIAL SPECIFICATIONS BELOW. IF WORKING ON LEED PROJECT PREFERRED SPEC IS SHERWIN WILLIAMS SETFAST LOW VOC ACRYLIC TRAFFIC PAINT (TM 5627) OR EQUIVALENT. 2.2 PAVEMENT -MARKING MATERIALS A. PAVEMENT -MARKING PAINT: 1. ALKYD -RESIN, LEAD AND CHROMATE FREE, COMPLYING WITH AASHTO M 248. 2. MPI #32, ALKYD TRAFFIC -MARKING PAINT. 3. LATEX, WATERBORNE EMULSION, LEAD AND CHROMATE FREE, COMPLYING WITH FS TT-P-1952. 4. MPI #97, LATEX TRAFFIC -MARKING PAINT. B. GLASS BEADS: • 1. ONLY TO BE USED WHEN REQUIRED BY LOCAL. JURISDICTION. 2. AASHTO, TYPE 1 (MADE WITH 100% RECYCLED GLASS), ROUNDNESS 75 TO 80 PERCENT TRUE SPHERE BY WEIGHT. C. ALL PAVEMENT MARKING WITH D.O.T RIGHT-OF-WAY SHALL BE THERMOPLASTIC AND IN ACCORDANCE WITH D.O.T SPECIFICATIONS. 2.3 SEALCOATING AND/OR SLURRY SEALS A. CONTRACTOR SHALL CONFIRM WITH CVS CPM IF SEALCOATING REQUIRED BASED UPON PAVEMENT MARKINGS REMOVAL TYPE USED AND FIELD CONDITIONS OF EXISTING PAVING. B. TYPE 11 AND TYPE III ARE THE PREFERRED TYPES OF SEALCOAT/ SLURRY SEALS. CONTRACTOR SHALL CONFIRM WITH CVS CPM WHICH TYPE TO USE AND OBTAIN APPROVAL IN WRITING TO DEVIATE FROM THE PREFERRED METHODS. C. TYPES OF SEALCOATI SLURRY SEALS: 1. TYPE I (FINEST): (2.36 MM (NO. 8)), FOR SMALL CRACKS, MOSTLY FOR LOW TRAFFIC. 2. TYPE 11(GENERAQ: COARSER THAN TYPE 1(6.4 MM (0.25)), FOR MODERATE TRAFFIC AND MOST COMMON TYPE. 3. TYPE Ili (COARSE): MOST COARSE TYPE, FOR SEVERE DEFECTS. 4. MICROSURFACING: SAME INGREDIENTS AS THE ABOVE COMBINED WITH POLYMER ADDITIVES. PART 3 - EXECUTION 3.1 EXAMINATION A. VERIFY THAT PAVEMENT IS DRY AND IN SUITABLE CONDITION TO BEGIN PAVEMENT MARKING ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. B. PROCEED WITH PAVEMENT MARKING ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 3.2 PAVEMENT MARKING A. ALLOW PAVING TO AGE FOR A MINIMUM OF 30 DAYS BEFORE STARTING PAVEMENT MARKING. B. SWEEP AND CLEAN SURFACE TO ELIMINATE LOOSE MATERIAL AND DUST. C. APPLY PAINT WITH MECHANICAL EQUIPMENT TO PRODUCE PAVEMENT MARKINGS, OF DIMENSIONS INDICATED, WITH UNIFORM, STRAIGHT EDGES. 1. APPLY GRAPHIC SYMBOLS AND LETTERING WITH PAINT -RESISTANT, DIE -CUT STENCILS, FIRMLY SECURED TO PAVEMENT. MASK AN EXTENDED AREA BEYOND EDGES OF EACH STENCIL TO PREVENT PAINT APPLICATION BEYOND THE STENCIL APPLY PAINT SO THAT IT CANNOT RUN BENEATH THE STENCIL 2. BROADCAST GLASS BEADS UNIFORMLY INTO WET MARKINGS AT RATE OF 6 LB/GAL. 3.3 PROTECTING AND CLEANING A PROTECT PAVEMENT MARKINGS FROM DAMAGE AND WEAR DURING REMAINDER OF CONSTRUCTION PERIOD. B. CLEAN SPILLAGE AND SOILING FROM ADJACENT CONSTRUCTION USING CLEANING AGENTS AND PROCEDURES RECOMMENDED BY MANUFACTURER OF AFFECTED CONSTRUCTION. 3.4 PAVEMENT MARKING REMOVAL A. GENERAL NOTES: OLD MARKINGS MUST BE COMPLETELY REMOVED WITH NO RESIDUAL PAINT MARKINGS BEING OBSERVED PRIOR TO NEW SEAL COAT AND/OR STRIPING. THE PROCESS SHOULD NOT CAUSE EXCESSIVE NOISE, DEBRIS, OR DISRUPTION TO CVS/PHARMACY CUSTOMERS. BLACK OUT PAINT WILL NOT BE USED TO COVER OLD STRIPING. GRINDING AND SHOT BLASTING ARE THE PREFERRED METHODS FOR STRIPINGI MARKING REMOVAL, BUT SAND -BLASTING AND WATERBLASTING MAY BE ALLOWED IF APPROVED BY CVS CPM AND REMOVE THE OLD PAINT ENTIRELY. PLEASE SEE BELOW FOR APPROVED REMOVAL METHODS. B. SHOT-BLASTING: MARKING REMOVAL BY METAL BEADS AT A HIGH SPEED. 1. VACUUM MUST FULLY RECOVER ALL BEADS AND DEBRIS. C. SAND -BLASTING: MARKING REMOVAL BY SAND AT A VERY HIGH SPEED. 1. SAND MUST BE RECOVERED. D. GRINDING: 1. DUST AND GRINDING DEBRIS MUST BE COMPLETELY RECOVERED. E. WATERBLASTINGIHIGH PRESSURE WATER OR STEAM OR SUPERHEATED WATER: 1. 40,000 PSI 2. DEBRIS MUST BE RECOVERED. 3.5 SEALCOATING AND/OR SLURRY SEALS A. USE SEALCOAT PRODUCT FROM ASMA MEMBER, WHICH MEETS THEIR STRICT STANDARD SPECIFICATION. GENERAL CONTRACTOR RESPONSIBLE FOR APPROPRIATE AND CLEAN APPLICATION. FOLLOW MANUFACTURER'S RECOMMENDED DRY TIME BEFORE PAINTING NEW SURFACE. GENERAL COMMENT: * IF CONFLICTS EXIST BETWEEN THESE NOTES AND NOTES ON PLAN SHEETS, DEFER TO NOTES ON PLAN SHEETS. * THESE NOTES AND SPECIFICATIONS ONLY APPLY IN THE EVENT THERE ARE NO JURISDICTIONAL SPECIFICATIONS. #*CVS pharmacy EXISTING BUILDING ± 111200 SF STOW NUMER 0651 37943 OLAND BLVD. ZEPHYRHILLS, FL 33542 PROJECT TYPE ADA MODFCATION DEAL TYPE SELF DEVELORIIENT *4,2; YA_31_*�I�IT-,T, 0:1:1 FL CA 26115 Foresite Group, Inc. 10150 Highland Manor Dr. o 1813.549.3250 Suite 210 f 1813.621.3580 Tampa, FL 33610 w I www.fg-inc.net COMILTANT: CLIENT ! A Robert Reid Wedding Architects & Planners, AIA, Inc. 4112 Cypress Street - Tampa, Florida 33607 - 813-8794M 612 South Military Trail - Deerfield Beach, Florida 33442 - 954-492-9M Florida Ucerue fs: Andritecturaillmerior Design: AA-0001123 - Enginaedng: 00002655 MAL' ®®®®' C. eq�®®®®® ®® t�,� - SQ ®®a ® * : No. 6WO •: * iz '® '• STATE OF . • . - . `4 - '®®'� ZI .1ALORIOP• ®' 7!: ®/I/ I n 111® 06/01 /18 REVISIONS: 10CITY COMMENT 06/01/18 DRAWING BY: JMR DATE: 04/20/2018 JOB NUMBER: 340.050 TITLE: GENERAL NOTES SHEET NUMBER: C�200 COMMENTS: RELEASED FOR CONSTRUCTION I . F I_' 0 A • it kA US HIGHWAY 301 ski A A 1 20' 20 10 0 20 40 SCALE IN FEET �cv$_. pharmacy EXISTING BUILDING ± 117200 SF STORE NUMBER. 0651 37943 EILAND BLVD. ZEPHYRHILLS, FL 33542 PROJECT TYPE: ADA MODIFCATM DEAL TYPE SELF DEVELOPMENT CS PROJECT NUMBER: ENGINEER: FL CA 26115 Foresite Group, Inc. 10150 Highland Manor Dr. o 813.549.3250 Suite 210 f 813.621.3580 Tampa, FL 33610 w I www.fg-inc.net CONSULTANT: CLIENT: ! A Robert Reid Wedding Architects & Planners, AIA, Inc. 4112 Cypress Street -Tampa, Florida 33607 - 813-879-6996 612 South Military Trail - Deerfield Beach, Florida 33442 - 954-492-99W Florida License Vs Architecturaltinterior Design AA-0001 123 - Engineering: 00002655 SEAL: o No.68570 STATE OF 44 D�/®U AL 'e A\v 06/01/18 REVISIONS-. Q CITY COMMENT 06/01/18 DRAWING BY: JMR DATE: 04/20/2018 JOB NUMBER: 340.050 TITLE AERIAL PHOTOGRAPH SHEET NUMBER: C�3mO COMMENTS: RELEASED FOR CONSTRUCTION GENERAL NOTES: 1. REFER TO GENERAL NOTES SHEET OF SITE DEVELOPMENT PLANS SET FOR ADDITIONAL INFORMATION. 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE DEMOLITION AND CONSTRUCTION -RELATED PERMITS FROM THE GOVERNING AGENCY PRIOR TO DEMOLITION AND CONSTRUCTION OF THE SITE. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY WORK INCLUDING DEMOLITION. 4. CONTRACTOR SHALL COORDINATE WITH CITY/COUNTY AS REQUIRED DURING ALL DEMOLITION AND NEW CONSTRUCTION ACTIVITIES, AS APPLICABLE. 5. REMOVE SHRUBS AND TREES AS NOTED. GRUB OUT ROOTS AND STUMPS AND LEGALLY DISPOSE OF DEBRIS. 6. TREES PROPOSED TO BE PRESERVED SHALL BE PROTECTED AS NOTED AND AS REQUIRED BY THE JURISDICTIONAL AGENCY. CONTRACTOR SHALL CONTACT THE JURISDICTIONAL FORESTERMNDSCAPING INSPECTOR FOR AN INSPECTION OF TREE PROTECTION MEASURES PRIOR TO COMMENCEMENT OF CONSTRUCTION, IF REQUIRED. TREE BARRICADE AT DRIP LINE OF TREE SHALL BE PROTECTED UNTIL CONSTRUCTION ACTIVITY IN VICINITY REQUIRES REMOVAL. 7. ALL NEW WORK SHOWN IN THESE SHEETS SHALL COMPLY WITH APPLICABLE STATE, FEDERAL, AND LOCAL BUILDING AND UTILITY INSTALLATION CODES. 8. ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES EXCEPT IN CASES WHERE, WITHIN THE LOCAL JURISDICTION, THE CITY/COUNTY STANDARD SPECIFICATIONS ARE MORE STRINGENT. 9. THERE MAY BE ADDITIONAL UTILITIES NOT SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR LOCATIONS SHOWN, AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF CONSTRUCTION AND TO NOTIFY THE OWNER IN CASE OF DISCREPANCIES THAT AFFECT THE CONSTRUCTION PROJECT. 10. PRIOR TO ANY EXCAVATION, THE CONTRACTOR IS RESPONSIBLE FOR NOTIFICATION OF AND LIAISON WITH UTILITY COMPANIES IN THE PROCESS OF LOCATION AND RELOCATION OF AND TIE-IN TO EXISTING UTILITIES. 11. CONTRACTOR IS RESPONSIBLE FOR CONTACTING CITY/COUNTY AND ALL EXISTING UTILITY PROVIDERS BEFORE REMOVING ANY UTILITIES FROM THEIR EXISTING LOCATION ON THE SITE. THE CONTRACTOR SHALL PERFORM ALL UTILITY DEMOLITION OR RELOCATION ACTIVITIES IN ACCORDANCE WITH THE EXISTING UTILITIES SPECIFICATIONS, MATERIALS, AND REQUIREMENTS. 12. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE THAT MAY OCCUR TO ANY ADJACENT STRUCTURES OR PROPERTY, OR ANY EXISTING STRUCTURES WITHIN LIMITS OF CONSTRUCTION THAT ARE DESIGNATED ON THE PLANS TO REMAIN, AND SHALL REPAIR OR REPLACE SUCH DAMAGED PROPERTY TO THE PROPERTY OWNER'S SATISFACTION AT NO COST TO THE OWNER. 13. THE CONTRACTOR SHALL NOT DEVIATE FROM THESE PLANS AND SPECIFICATIONS WITHOUT THE PRIOR WRITTEN CONSENT OF THE ENGINEER. 14. THE CONTRACTOR SHALL SEQUENCE THE WORK AND PROVIDE TEMPORARY MEASURES AS NECESSARY TO MAINTAIN ACCESS TO THE SITE THROUGH ALL ENTRANCES AT ALL TIMES DURING CONSTRUCTION. TEMPORARY PROVISIONS MAY INCLUDE, BUT ARE NOT LIMITED TO: BARRICADES, FLASHING LIGHTS, FLAGMAN, TEMPORARY PAVEMENT, AND DIRECTIONAL SIGNAGE AS NECESSARY TO ACCOMPLISH THE WORK. 15. CONTRACTOR SHALL CONSIDER COORDINATION ASPECTS OF CRANES AND CONSTRUCTION EQUIPMENT OPERATIONS DURING DEMOLITION ACTIVITY. 16. CONSTRUCTION EQUIPMENT SHALL NOT BE PARKED IN COUNTY, CITY OR STATE RIGHT-OF-WAY, AND MUST BE STORED WITHIN SITE. 17. THE CONTRACTOR SHALL LEGALLY DISPOSE OF ALL ITEMS DESIGNATED FOR REMOVAL IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL LAWS. SUCH MATERIAL, WHETHER HAZARDOUS OR NON -HAZARDOUS, LAND -CLEARING, CONSTRUCTION OR DEMOLITION DEBRIS SHALL BE PROPERLY HANDLED AND TRANSPORTED TO AN APPROPRIATE OFF -SITE FACILITY. 18. ALL TREE ROOTS EXISTING WITHIN APPROVED IMPROVEMENT AREAS AND ORIGINATING FROM A PROTECTED TREE, SHALL BE SEVERED CLEAN AT THE LIMITS OF THE PRESERVED AREA WHERE INDICATED ON THE SITE DEVELOPMENT CONSTRUCTION PLANS. 19. DEMOLISH PORTION OF EXISTING CONCRETE AS NECESSARY FOR NEW WORK DEMOLISH TO NEAREST CONTROL JOINT. 20. IRRIGATION LINES AND HEADS SHALL BE LOCATED PRIOR TO GRADING. IRRIGATION LINES AND HEADS SHALL BE REPLACED OR RELOCATED WHEN NECESSARY DUE TO GRADING FOR NEW SIDEWALKICURBS OR NEW LANDSCAPE PLACEMENT. LEGEND CONCRETE SIDEWALK AND/OR CURB TO BE REMOVED ElASPHALT PAVING TO BE REMOVED LANDSCAPING TO BE REMOVED PROPERTY LINE — LOD LOD LOD — LIMITS OF DISTURBANCE 1"=20' 20 10 0 20 40 SCALE IN FEET I I I I I 1 I I I 1 I I 1 I 1 1 rC pharmacy- 1 *11,200 SF FFE= 501.38 NOTE: CONTRACTOR SHALL PRACTICE PROPER STORMWATER POLLUTION PREVENTION I J MEASURES DURING CONSTRUCTION ACTIVITIES 1 1 = I 8„ IX/STING MOVEABLESIGN 20" (TO REMAIN, TYP) IX/STING TRASH CONTAINER, FLOWER POT, AND METAL BENCH (TO BE 7EMPORARX YRELOCATED FOR SIDEWALK REMOYAL EXISTING PARKING 5" AND RESETAF7ER SIDEWALKREPLACEMEN7) SPACES NUMBER EXISTING BUILDING ENTRANCE 1 EXISTING BUILDING CANOPY EXISTING CONCRETES/DEWALK (TO REMAIN, TYP.) (TO BESAWCUT, REMOVED, EXISTING COLUMN AND REPLACED, TYR) EXISTING SIDEWALK 1 (TO REMA/N, 7YR) EXISTING CART CORRAL POR77ONOFEX/STING CURB (TOBEREMOVEDAND (TO REMA/N, TYPJ (TOBESAWCUT, REMOVED, REPLACED. SEESHEETC-50 FOR PROPOSED LOCATION) 1 AND REPLACED, TYR) 1 2 1 IXIS77NG CURB (TO REMAIN, 7YP) Ic IX/STING TREE (TO REMAIN)77 EXIS77NG SIGN �� �; .': :.I.': ; _' :.':::.�:::. •:: }:: • •:: . (TO REMAIN TYR) J:::•:;:r::. 4::: :.iL•�.:: :r:...;:J:::...:r::.... (8J EXISTING WHEEL STOPS : (TO BE REMOVED AND (5) /N BEST COND177ON TO BE REUSED :: •; �". •:: • ':: ' ::.'::; • ::: : ::; 7„ 1 ATNON-ADA SPACES SEE SHEET C-5.0 FOR LOCA770NS) ; EX!S 77NG A CCESS/BL E S/GNA GE (EXISTING POLES AND SIGNS TO BE ' - •, '. POR770N OFIX/STING ASPHAL TPAV/NG REMOVED AND RE —USED INNEWBOLLARD(TO BESAWCUT,REMOVED, AND REPLACED, TYR) S/GNAGECONFIGURAT70N. REPLACE I :.. : 1 ` POLEAND 1BENTF/NES/GN.) PORT/ONOFEX/S77NGCURB 1 A. (TO BE SAWCUT, REMOVED, AND REPLACED, TYP) 24 EXISTING MONUMENT SIGN _ l (11 1 (TO REMAIN) ' J • LIMB UP TREE TO ALLOW 84' VERTICAL SANITARY CLEARANCEFORNEWACCESS/BLEROU7E MANHOLE _._ _ _ _ eHu u RIM EL =502 02 EXIS77NG TREE (TO REMAIN, TYP) IXIS77NG FIBER OP77C PEDESTAL (TO REMA/N) EX/ShING LANDSCAPING IX/STING S7REET SIGN (TO BE REMOVED AND REPLACED OUTSIDE OFNEW (TO BE RELOCATED) CONCRETE S/DEWALKL/MITS SOD D/S7URBED AREAS AD✓ACENT TO NEWS/DEWALK 70 MATCH EX/S77NG. ANY/RRIGA77ONLINES OR HEADS W/77IIN LIMITS OF LANDSCAPE REMOVAL/7?EPLACEMENT SHALL BERELOCA7ED OR REPLACED, TYP) STATE ROAD 54 j,a WI rn �I o� >I N89°4131 d: 94.08' 4 DEMO DIMENSION PLAN SCALE: 1" =10' %*Cvs pharmacy EXISTING BUILDING ± n,2oo SF sroFE NUMBER 0651 37943 OLAND BLVD. ZEPHYRHILLS, FL 33542 PROECT TYPE- ADA MODFCATION DEAL TYPE- SELF DEYELOPIdENT CS PROJECT N FL CA 2611S Foresite Group, Inc. 10150 Highland Manor Dr. o 813.549.3250 Suite 210 f 813.621.3580 Tampa, FL 33610 w I www.fg-inc.net CONSULTANT CLIENT ! A Robert Reid Wedding Architects & Planners, AIA, Inc. 4112 Cypress Street - Tampa, Florida 33607 - 6138796996 612 South Mary Trail - Deerfield Beach, Florida 33442 - 954.492-9M Florida License ft. ArchitecturaUlyderior Design: AA-0001123 - Engineering: 00002M SEAL C 8q`q ®®®®® �e �.�G E NSFPG�� ® y� NO.685M 'a STATE OF :' . 0��[►` o�;ez ASS op�A p �#N ®����►� I II 1,10,°°® 06/01 /18 REVISIONS: 1&CITY COMMENT 06/01/18 DRAWING BY: JMR DATE: 04/20/2018 JOB NUMBER: 340.050 TITLE: DEMOLITION PLAN SHEET NUMBER: C�400. COMMENTS: RELEASED FOR CONSTRUCTION GENERAL NOTES: 15. LANDSCAPING INCLUDING TREES, SHRUBS, MULCH, AND SOD SHALL BE REPLACED TO 1. REFER TO SPECIFIC PURPOSE TOPOGRAPHIC SURVEY FOR ADDITIONAL INFORMATION AND ACCOMMODATE NEW CONCRETE PLACEMENT. EXISTING SYMBOL LEGEND. 16. IRRIGATION LINES AND HEADS SHALL BE LOCATED PRIOR TO GRADING. IRRIGATION LINES AND 2. IN GENERAL, ITEMS SHOWN AS BOLD LINEWORK REPRESENT PROPOSED FEATURES TO BE HEADS SHALL BE REPLACED OR RELOCATED WHEN NECESSARY DUE TO GRADING FOR NEW CONSTRUCTED AS PART OF THIS PROJECT, UNLESS NOTED OTHERWISE. SIMILARLY, SHADED SIDEWALK/CURBS OR NEW LANDSCAPE PLACEMENT. LINEWORK REPRESENTS EXISTING FEATURES OR ITEMS SHOWN FOR INFORMATIONAL PURPOSES ONLY. 17. 4' SLOPE LEVELS ARE NOT ACCEPTABLE FOR CONFIRMING REQUIRED SLOPES. ONLY 2' SLOPE LINES ARE ALLOWED. 3. UNLESS NOTED OTHERWISE, ON -SITE PROPOSED DIMENSIONS USED TO SHOW THE GEOMETRIC LAYOUT OF THE PROPOSED PARKING LOT ARE SHOWN AT THE FACE OF CURB. PROPOSED 18. TRIM PLANTINGS TO AT LEAST 84" ABOVE SIDEWALK TO PROVIDE CLEAR HEAD SPACE. DIMENSIONS USED TO SHOW THE LOCATION OF THE PROPOSED BUILDING ARE GIVEN AT THE OUTSIDE FACE OF THE BUILDING CORNERS ON SITE CURB RADII AMC GIVEN AT THE FACE OF CURB. DIMENSIONS FOR ITEMS WITHIN THE RIGHT-OF-WAY ARE GIVEN AT THE EDGE OF PAVEMENT - 4. PAINTED PAVEMENT MARKINGS AND SIGNS SHALL CONFORM TO THE LATEST MUTCD MANUAL AND FDOT DESIGN STANDARDS. 5. CONTRACTOR IS RESPONSIBLE FOR CORRECT HORIZONTAL AND VERTICAL ALIGNMENT OF ALL TIES BETWEEN PROPOSED AND EXISTING IMPROVEMENTS. 6. REFER TO ARCHITECTURAL PLANS FOR BUILDING INFORMATION. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL CONSTRUCTION AND STOCKPILED VEGETATIVE DEBRIS AND FILL FROM THE SITE IN THE EVENT THE CONSTRUCTION SITE IS ABANDONED PRIOR TO PROJECT COMPLETION. 8. CONTRACTOR SHALL REFER TO THE LATEST FDOT DESIGN STANDARDS OR OTHER APPLICABLE MANUALS FOR CONSTRUCTION DETAILS REFERENCED WITHIN THE PLANS. 9. DAMAGED SIDEWALK RESULTING FROM CONSTRUCTION ACTIVITY ALONG THE PROPERTY FRONTAGE SHALL BE REMOVED AND REPLACED. SIDEWALKS THAT ARE REMOVED MUST BE RESTORED WITHIN THREE (3) DAYS. SAFE PEDESTRIAN TRAFFIC MUST BE MAINTAINED AT ALL TIMES. 10. SAFE VEHICULAR AND PEDESTRIAN TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. 11. LANDSCAPE ISLANDS SHALL BE MOUNDED TO PROVIDE POSITIVE DRAINAGE FLOW BUT SHALL NOT EXCEED A 4:1 SLOPE. 12. ALL CONSTRUCTION WITHIN THE FDOT RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITIONS OF THE "FDOT DESIGN STANDARDS INDICES", THE "FDOT STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION", AND THE "FDOT UTILITY ACCOMMODATIONS MANUAL". 13. ALL NEW ON -SITE PARKING LOT STRIPING PER CVS SPEC UPDATE CSU02-15. CONTRACTOR SHALL ALLOW A MINIMUM OF 1 WEEK FOR PAVEMENT TO CURE BEFORE STRIPING FIRST COAT. 14. CONTRACTOR SHALL CHECK SPOT GRADES AT AREAS OF NEW AND ADJACENT EXISTING PAVING PRIOR TO BE BEGINNING CONSTRUCTION TO VERIFY THAT COMPLIANCE WITH SLOPE LIMITS CAN RF MFT 1"=20' 20 10 0 20 40 SCALE IN FEET FND LB 4515 I I I I I I I I I I ACCESSIBLE ROUTE ALONG SIDEWALK 1:22 (4.5%) MAXIMUM SLOPE IN DIRECTION OF TRAVEL AND 1:6i (1.5%) MAXIMUM CROSS -SLOPE CONTRACTOR SHALL FILL EXPANSION JOINTS -� ALONG ACCESSIBLE ROUTE WITH JOINT SEALANT. MAX. 1/4" JOINT DEPTH AND 112" WIDE D - I I o• I I • r4 O II ACCESSIBLE PARKING STALLS AND ACCESS AISLE (1:67 (1.5%) MAXIMUM SLOPE IN ALL DIRECTIONS, TYP.) 5'X5' MIN. UNOBSTRUCTED FLAT LANDING MAXIMUM 1.5% SLOPE IN ALL DIRECTIONS (TYP.) I EXISTING MONUMENT SIGN (TO REMAIN) 5'X5' MIN. UNOBSTRUCTED FLAT LANDING MAXIMUM 1.5% SLOPE IN ALL DIRECTIONS (TYP.) I DC JOHN SANITARY - dH; MANHOLE "lM EL=50202 ACCESSIBLE ROUTE ALONG SIDEWALK 1:22 (4.5%) MAXIMUM SLOPE IN DIRECTION OF TRAVEL AND 1:67 (1.5%) MAXIMUM CROSS -SLOPE SITE DATA TOTAL SITE AREA: ±1.73 AC. DISTURBED AREA: 0.10 AC. TOTAL GROUND FLOOR AREA: ± 11,200 S.F. PARKING REQUIRED: 56 SPACES (1/200 SF) EXISTING PARKING PROVIDED: 56 SPACES PROPOSED PARKING PROVIDED: 55 SPACES (ADMIN VARIANCE REQUIRED) ACCESSIBLE PARKING REQUIRED: 3 SPACES ACCESSIBLE PARKING PROVIDED: 3 SPACES I I NOTE: CONTRACTOR SHALL PRESSURE WASH THE EXISTING ON -SITE SIDEWALKS AFTER EXTERIOR WORK IS COMPLETE. 'V pharmacy ±11,200 SF I FFE= 501.38 I 1 r--I I O 1 I `.J FF-I EXISTING BUILDING IJ-I ENTRANCE EXISTING SIDEWALK (TO REMAIN) I E T a❑ : s Dol 'Do�� e • • • d O . ,, • m 8 G er • • •.. - e •e - d A - STORA: 1212' 5' 12, • INLET GE=498.82 EE)e Lee ACCESSIBLE PARKING -- S AND ACCESSIBLE ROUTE 1 C-5.0 IT TIE NEW ASPHALT PAVEMENT INTO EXISTING ASPHALT PAVING AT EXISTING GRADE (TYP.) PROPOSED CURB TO MATCH EXISTING / (TYP.) ACCESSIBLE RAMP WITH HANDRAILS 12 MAXIMUM 1:13 (7.7%) SLOPE IN DIRECTION OF TRAVEL AND 1:67 (1.5%) MAX CROSS -SLOPE (8/C-6.0) L c DISTURBED AREAS TO BE REPLACED L 1 WITH SOD TO MATCH EXISTING (TYP.) CONTRACTOR SHALL COORDINATE TIE IN GRADE PRIOR TO SIDEWALK PLACEMENT TO CONFIRM ACCESSIBILITY ") DESIGN GRADES SHOWN CAN BE MET (TYP) WI rn vl of >I _ N89 °4131 "W 94.0E STATE ROAD 54 0.87' NEW CVS STANDARD CART CORRAL Ic oo, X I � I f_ 1 63, Ls_�_�J v 0' v o � d C 23 O N o N d o ° a 4 I d 4 d LOC 5 BOLLARD ACCESSIBLE SIGNAGE C 6.0 (TO BE CENTERED ON STALL, TYP.) 1 9 BIKE RACK C 6.0 501.32 501.3 501.38 1 CONCRETE SIDEWALK AT BUILDING I I 6.0 (TYP.) L'_'_�J TC 501.47 BC 500.99 TAPER CURB OVER 1' ---_ 4111111111111111 16.11' LOC L 3' HANDRAIL EXTENSIONS SHALL EXTEND V PAST END OF RAMP DOl OOl �-_OOl OOl 00, El 1:1 a , DOl _ 001 001 v d Q 0 4 C�--� ° a LL J d z 0 O oD 0 rn d d o • d \1 , v 3 V v 4 v o • d d Q v PROPOSED EXPANSION JOINT CENTERED ON DOOR. DOWEL EXPANSION JOINT WITH #4@18" O.C. (18" LONG, 6" EMBED. GREASE END OF ROD @ 2ND POUR SIDE) EXISTING BUILDING ENTRANCE CONTRACTOR SHALL PROVIDE PHASING PLAN FOR NEW SIDEWALK INSTALLATION TO KEEP ONE SIDE OF DOOR OPEN AT ALL TIMES 501.38 501.38 DOl DO, DO D0, 501.35 50>.36 v ? v 501.17 01.18 5 1 5 1.2( a � ° e• a a a a° - a a d < r ° 501.94 TC 500.BC ° d 500.91 d 5 0. 500.90 v ALL EXPANSION JOINTS WITHIN ACCESSIBLE PARKING AND/OR ACCESS AISLES SHALL BE FILLED WITH JOINT SEALANT (TYP.) 500.91 � 500.88 �6�CROSSWALK STRIPING C-6.0 (TYP.) TC 501.57 BC 501.091 ACCESSIBLE RAMP 8 WITH HANDRAILS C-6.0 (TYP.) I I 5101.87` 60.5' CONCRETE PAVING SHALL EXTEND V PAST END OF ACCESSIBLE PARKING SPACES (TYP.) PLAN DIMENSIONS SCALE: 1" = 10' TRASH CONTAINER, FLOWER POT AND METAL BENCH TO BE RESET TO ORIGINAL LOCATION. BOLT BENCH TO SIDEWALK TO MATCH EXISTING. 501.34 Zr DOl D 501.35 l� 50110 501.13 501.17 001 Do, 301 • v a . v 4 ° (5) REUSED HEELSTOPS, d SET SO TIRE IS 3', FROM o ° FACE OF CURB (TYP.) 500.96 TC v 500.48 BC v d. ° Q ;uD.48 +500.7 �uu to -4500 3� +500.29 5 0.89 PROPOSED PAVEMENT STRIPING PER CVS SPEC BOLLARD ACCESSIBLE SIGNAGE 5 UPDATE CSU02-15 (TYP.) CONCRETE PAVING (TO BE CENTERED ON STALL, TYP.) C-6.0 (TYP.) C�) ACCESSIBLE STRIPING 7 500.74 (TYP.) C-6.0 500.67 L 500.54 PROPOSED PAVEMENT STRIPING ASPHALT PAVING 4 -500. 16 TO MATCH EXISTING (TYP.) (TYP.) CONTRACTOR SHALL ENSURE SMOOTH/FLUSH TRANSITION BETWEEN NEW ASPHALT PAVEMENT AND EXISTING ASPHALT PAVEMENT G1 74 PROPOSED ACCESSIBLE ROUTE ON NEW ASPHALT 9PAVING MAXIMUM 1:22 (4.5%) SLOPE IN DIRECTION OF TRAVEL AND 1:67 (1.5%) MAX CROSS -SLOPE (TYP.) � �u 500.94 BC M O 500.95 TC I 50 .45 BC t��500.88 TC 500.42 BC LOC L 503.0 TC 502.55 BC LIMB UP TREES TO PROVIDE A MINIMUM 84" - - CLEAR HEAD SPACE ABOVE 5' SIDEWALK WIDTH SOD DISTURBED AREA TO MATCH EXISTING 77621 CONCRETE SIDEWALK �� TO RIGHT OF WAY / 2 PROPOSED LOCATION OF RELOCATED STREET SIGN - LOC "11 502.91 502.98 ACCESSIBLE PARKING & ACCESSIBLE ROUTE SCALE: 1" = 10' **CVS pharmacy EXISTING BUILDING ± 117200 SF STORE NUMBER 0651 37943 EILAND BLVD. ZEPHYRHILLS, FL 33542 PROJECT TYPE- ADA MODIFCATION DEAL TYPE- SELF DEVELOPMENT CS PROJECT NUMBER: ENGINEER ORESIT[ FL CA 26115 Foresite Group, Inc. 10150 Highland Manor Dr. o 813.549.3250 Suite 210 f 813.621.3580 Tampa, FL 33610 w I www.fg-inc.net CONSULTANT CLIENT: ! A Robert Reid Wedding Architects & Planners, AIA, Inc. 4112 Cypress Street - Tampa Florda 33607 - 813-879-6996 612 South Military Trail - Deerfield Beach, Florida 33442 - 954-492-9980 Florida License #'s: Architectural/Intenor Design: AA-CO01123 - Engineering. 00002655 SEAL: d1���00�0 C . 84,9 o�o��� ®� E N & o Y.f No. 685 0 o o STATE OF 0�0 N4 ��o o� M 0 n o M;�N\N06/01/18 REVISIONS'. Di CITY COMMENT 06/01/18 DRAWING BY: JMR DATE: 04/20/2018 JOB NUMBER: 340.050 TITLE: SITE, GRADING, AND PAVING PLAN SHEET NUMBER: C�5mO. COMMENTS: RELEASED FOR CONSTRUCTION NOTE: UNLESS OTHERWISE NOTED ON PLANS, CONTRACTION JOINTS TO BE 64r O.C. FOR 5' SIDEWALKS AND 9-0- FOR 9' SIDEWALKS AND EXPANSION JOINTS TO BE 32'-0" O.C. MAX., OR AT BACK OF CURB, CHANGE OF DIRECTION, OTHER WALK, UTILITY APPURTENANCE, OR FACE OF STRUCTURE. 1/8" RADIUS - PREMOLDED FILLER SAWCUTJOINT 4000 PSI AIR ENTRAINED CONCRETE •- :. M • •' • : 6X6, 1.4/1.4 WWF, ra CENTERED IN SLAB COMPACTED LIMEROCK BASE COMPACTED TO 98% MODIFIED STANDARD PROCTOR MAXIMUM DRY I -III I I I DENSITY (ASTM 1557) CONTRACTION JOINT TOP OF EXISTING SUB GRADE COMPACTED TO 98% STANDARD PROCTOR (ASTM D-698) CONCRETE SIDEWALK AT BUILDING NOT TO SCALE JOINT SEALANT, FLUSH 1 r y�qW•00404�.4w, W,� ow.'r�..�Awll P 6, 1/8 " RADIUS TYP. 1/8WIDE X 1" DEEP PROVIDE A LIGHT BROOM FINISH UNLESS OTHERWISE NOTED . ' d • CONTROLAND • SAWCUT CONTROL JOINT EXPANSION JOINT • d : :. `v CONTROL JOINT • I-1 I I-1 I I-1 I I-1 I I-1 I I -I 'ntF _III -III -I 11-1 I I-) 11-I I ' 1(8' RADIUSLUSH WM�PAVING SURFACE. 1-1 1 1-1 I I COMPACTED SUB GRADE • .° • • -I NOTES: 1.) PROVIDE 1/2" PRE -FORMED EXPANSION JOINTS (P.E.J.) AT MAX. OF 35' O.C. AND WHERECONCRETE PAVING AND BACK OF CURB MEETS BUILDING, CONCRETE STEPS, COLUMNS, ETC.2.) PROVIDE CONTROL JOINTS AT 5'O.C. PRE -MOLDED FILLER 3.) ALL SIDEWALKS SHALL HAVE A CROSS SLOPE OF 1.5% MAX UNLESS OTHERWISE INDICATED. EXPANSION JOINT CONCRETE SIDEWALK TO RIGHT OF WAY NOT TO SCALE NOTE: UNLESS OTHERWISE NOTED ON PLANS, CONTRACTION JOINTS TO BE 12' O.C. MAX AND EXPANSION JOINTS AT CHANGE OF MATERIAL, AT BACK OF CURB, CHANGE OF DIRECTION, OTHER WALK, UTILITY APPURTENANCE, OR FACE OF STRUCTURE. PORTLAND CEMENT CONCRETE PREMOLDED FILLER 1/8" RADIUS DESIGN STRENGTH SHALL BE JOINT SEALANT, FLUSH 4,000 PSI WITH PAVING SAWCUT JOINT 1/8" RADIUS \1 • ----a-- ---- /I - - - --►- d--`--tea 1/ _ d 6X6, 1.4/1.4 WWF, CENTERED IN SLAB _ COMPACTED DEPTH GRADED _ -III-III-) 11-1 I I I I LIMEROCK BASE COMPACTED TO 98% I I iv r MODIFIED STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM 1557) CONTRACTION JOINT TOP OF EXISTING SUB GRADE COMPACTED TO 98% STANDARD PROCTOR (ASTM D-698) NOTE: 1. DETAIL REFLECTS TYPICAL CVS CONCRETE PAVING DETAIL. 2. A TACK COAT SHALL BE APPLIED BETWEEN THE CONCRETE PAVING SECTION AND THE OWSITE ASPHALT SECTION. 3. CONCRETE CONTRACTION JOINTS SHALL BE LOCATED AT NO LESS THAN 17 CENTERS. IF SAW CUTTING THE JOINTS IS TO BE EMPLOYED, THE JOINTS SHOULD BE CUT WHILE THE CONCRETE IS STILL "GREEN" AND AS SOON AFTER PLACEMENT AS THE EQUIPMENT CAN BE MOVED ONTO THE PAVEMENT WiTHOUT DISTURBING THE CONCRETE FINISH. 4. ALL NEW CONCRETE IN PARKING LOT TO BE STAINED BLACK. STANDARD DUTY CONCRETE PAVEMENT NOT TO SCALE 000 O1j" ASPHALTIC CONCRETE WEARING SURFACE, TYPE SP-9.5 OR TYPE SPA 2.5 (FDOT SEC. 334), MIN. TRAFFIC LEVEL C, SINGLE LIFT. TACK COAT BETWEEN SURFACE AND BINDER COARSES. OB 6" LIMEROCK BASE WITH 98% MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557, ASTM D-558) TO YIELD MINIMUM LBR = 100. REFER TO GEOTECHNICAL REPORT FOR OPTIONAL CRUSHED CONCRETE BASE. OC 12" CONTROLLED FILL SUBGRADE STABILIZED TO MINIMUM 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557, AASHTO T-180) TO YIELD A MINIMUM LBR = 40. STANDARD DUTY ASPHALT NOTES: 1. BASE MATERIAL SHALL BE EXTENDED A MINIMUM OF 1 FOOT BEYOND THE BACK OF CURB AND SUB -BASE SHALL BE EXTENDED 1 FOOT MIN. BEYOND THE BASE. STANDARD -DUTY FLEXIBLE PAVEMENT C� -6.0 / NOT TO SCALE EXPANSION JOINT SURFACE MOUNTED FLANGE BASE. USE STAINLESS HARDWARE TO ANCHOR TO CONCRETE. PAINT ALL ALUMINUM COMING INTO CONTACT WITH CONCRETE AND ALL DISSIMILAR METALS WITH BITUMINOUS PAINT PRIOR TO INSTALLATION. 12" ABUT SIGNS REUSE EXISTING ACCESSIBLE PARKING SIGN LL REUSED FINE SIGN O (REPLACE BENT SIGN) AIRKING B p PROVIDE ADDITIONAL DISABLED i= SIGNAGE PERMIT m BELOW THE HANDICAPPED ONLY O SIGN AS REQUIRED PER REGULATIONS. BLANK SIZE: 1'x1' 6" " Z BOLT SIGNS TO GALVANIZED METAL PIPE COLUMN RADII: 1-1/2" BORDER: 3/8", INSET 318" 4 _ TEXT: 1-1/4", SERIES "C" o ~ 6" DIAMETER CONCRETE FILLED STEEL COLOR: F TOP BOTTOM " PiPE BOLLARD WITH BLUE PLASTIC BACKGROUND BLUE WHITE BOLLARD COVER LOGO AND BORDER WHITE BLACK POST: GALVANIZED CHANNEL FINISHED GRADE CONCRETE SURROUND AROUND PIPE COLUMN ACCESSIBLE SIGN SIGN POST TF -� _ BLANK SIZE: I ti% 12" �_I �- RADII:1-Mr _ I BORDER: 318", INSET 318" $250 FONT: ARIAL BLACK REG. @ 1.75" $ 250 _ FINE FONT: HIGHWAY "E" @ 1.25" 6 j WHITE BACKGROUND WITH FINE I :•:..• "` ?.. I I (- BLACK FONT AND BORDER FINE AMOUNT SIGN 1'-6" STANDARD SIGNAGE SIGN POST IN BOLLARD BOLLARD ACCESSIBLE SIGNAGE NOT TO SCALE NOTE: 1.) ALL DIMENSIONS ARE TO THE CENTER OF STRIPE. 4" SOLID WHITE 2•) WHERE WHITE STRIPING IS PROPOSED OVER REFLECTIVE CONCRETE PAVEMENT, PROVIDE CONTRASTING TRAFFIC PAINT BLACK PAINT BACKGROUND (MINIMUM 2-) ON EACH SIDE OF WHITE STRIPING / 5'-0" MIN. OR WIDTH OF SIDEWALK WHICHEVER /IS GREATER (BUT NOT MORE THAN 1' BEYOND EDGE OF SIDEWALK) CROSSWALK STRIPING \ C-6.0 / NOT TO SCALE INSTALL NEW BOLLARD SIGNAGE. BOLLARD TO BE NO MORE THAN 6" OFF SIDEWALKIASPHALT TRANSITION (TYP.) r FLUSH CONCRETE SIDEWALK (3) EVENLY SPACED 6" PAINTED CHEVRONS, WHITE COLOR AT 60 DEGREES WITH CONTRASTING BLACK BACKGROUND PAINT fQY W l- J Z UO Z u- g o NOTES: iio ~ 1. ALL LINES TO BE 6"IN WIDTH. 6" PARKING SPACE STRIPE. 2. BLUE PAVEMENT MARKINGS SHALL BE TINTED TO MATCH �� BLUE COLOR (TYP.) SHADE 15180 OF THE FEDERAL STANDARDS 595a. 6" PARKING SPACE STRIPE. GIN 3. 3-0" WHITE CHEVRONS EQUALLY SPACED WITH WHITE BORDER ACCESSIBLE PARKING DETAIL WHITE COLOR WITH PROVIDE CONTRAST( B FOR ACCESS AISLE. CONTRASTING BLACK BACKGROUND PAINT. 4. PROVIDE TWO (2) COATS OF PAINT MEETING THE LATEST CVS DIMENSION TO CENTER SPECIFICATIONEQUALTO ERWI M OF WHITE STRIPE (TYP.) AI 61ETFAST 5. CONTRACTOR SHALL ALLOW A MINIMUM OF 1 WEEK TO CURE BEFORE FINAL STRIPING- 6. WHERE WHITE STRIPING IS PROPOSED OVER CONCRETE PAVEMENT NG LACK PAINT BACKGROUND (MINIMUM 7) ON EACH SIDE OF WHITE STRIPING. ACCESSIBLE STRIPING NOT TO SCALE 1-1/2" OUTSIDE DIA. ANODIZED ALUMINUM HANDRAIL WITH VERTICALS 6-4" O.C. MAX OR AS INDICATED 0 SECTION B-B NOT TO SCALE 4 c� 1' HANDRAIL EXTENSION IN - DIRECTION OF RAMP (TYP.) 4 4 5' MIN. CLEAR 1• Bike Security Rados Co. sells bicycle: racks, bike parking equipment, bike storage systems and skateboard tacks. 12 Sawyer Loop, Wentanxth, NH 03281 To order, call (800) 545-2757 or (617) 876-1180. NMI -• Outdoor Moderate Security Bike Rack HOME Click here for Specifications Model No's. BS-4S(YC) & BS-4B(YC) "mar 49. U-45 no s.tLra:-t+s..b� Rr6-u � tear+dr:t �i aria eat a o MAW*" I rn� cesttye) z'-o- Fjwntt.Etetatlttm ; OwdaiN(adprtal / t�/2-,a .a�u"�wya�il.r�tltra Pram View "mitt Or IM-40 nor' fieln►-6rMe t1r.aM t.diY.r+t.rw yar(tywl ,t.wa & c Ath r-a• xeAssett Front Eler last Side Metatlen BIKE RACK DETAIL .0 J NOT TO SCALE Temporary Crosswalk Narking pg ne 31m a a 4 CR CR • v • CR 4 CR 00 miVMSSOW N"111.S303d CR 1 II Awmn PEDESTRIAN 038010CROSSWALK (Optional) NlYM301S ._. UND"M� SIDEWALK CLOSED R Ri1o�IRttll C1.08® CRMIND ` WNJdWIY b Temporary Crosswalk Nartirg b ZR01•tBE CR aaaiwicaa® CR cR CR CR Q t1�OlIBl� 0 CR Tat I PEDESTRUN CROSSWALK I 814 PEDESTRIAN14 MID -BLOCK SIDEWALK MID -BLOCK SIDEWALK CLOSURE CROSSWALK CLOSURE WITH TEMPORARY WALKWAY CORNER SIDEWALK CLOSURE WITH TEMPORARY CROSSWALKS GENERAL NOTES 1. Only the signs controlling pedestrian flaws are shova Other 7. When catstrudion activities involve sidewalks on both sides of the street, work zone signs will be needed to control traffic on the streets. aftorts should be made to stage the construction so that both sidewalks are net cut of service at the same time. 2. Far spacing oftraffic control devices sad general TCZ CONDITIONS requirements refer to Index No 00. Maximum spacing between 8. In the event that sidewalks an both sides of the street are dosed, pedeotriara bwrkades. vwticW panels. Maws or tuWw markers shaft not &Wl be guided around the construction zone. WHERE ANr VEiIWM &WIPMENT be greater than 25. WORKERS OR THEIR ACTNITIES 9. Temporary walkways shall be a mfalmma of 4' wide with a msximrrm 0.02 cress ENCROACH ON THE SIDEWALK FOR A 3. Street lighting should be considered. slope and a maxlmwm OAS running slope between ramps. Temporary walkways PERIOD OF MORE THAN 60 MWITES. SYMBOLS less than S in width shall provide for a 9 x 9 passtng space at intervals not ® work Area 4. For nighttime closures use Type A flashing warning lights an to exceed 200'. Tdnporery ramps shelf meet the requirements for curb ramps barricades supporting signs and closingsidewalks. Use Type C specified pacified in Index No. 304. Temporary walkway surfaces and ramps shall be Is Chaaselizi g Device (See Index No. SOO) steadyartorn lights on chaimelizing devices separating the work stable, firm, slip resistant, and kept free of any obstnxtiars and hazards such area from vehicular traffic. as holes, debris, mud, construction equipment, stared mxwlals, etc. D work tare sign Po'4u1� Locations For Either Temporary S. Pedestrian traffic signal display controlling closed crosswalks 10. Temporwy ramps and temporary crosswalk markings shell be removed with CR Ra or Permanent Curb mps. shall be covered or deactivated. reopening of the sidewalk, unless otherwise noted in the plans. All work and materials associated with constructing teoperary curb ramps amps and temporary -0. Lane Identification + Direction of Traffic 6. Post Mounted Signs located near or adjacent to a sidewalk shall crosswalk markings, removal and disposal of tempway curb ramps and have a T mindnaev clearance from the bottom of sign to the temporary crosswalk mwkings, and restoration to odglaw condition shall be en-m Pedestrian Longitudinal chmmeitzing Device sidewalk. paid for as Maintenance of Traffic, rump Sum. LAST p,Ey�� ZZ O FOOT DESIGN STANDARDS INDEX SHEFT PEDESTRIAN CONTROL FOR CLOSURE OF SIDEWALKS NO. "1O o7io1n2 2Q19 660 1 V HANDRAIL EXTENSION IN DIRECTION OF RAMP (TYP.) FLAT LANDING (1:67) MAX SLOPE IN ALL DIRECTIONS fA 5' FLAT 21' RAMP SECTION A -A NOT TO SCALE EXISTING MONUMENT SIGN (TO REMAIN) "I 1. W _ 0- 0 RAMP co to -y 1:13 MAX SLOPE V HANDRAIL EXTENSION IN DIRECTION OF RAMP (TYP.) - FLAT LANDING (1:67) MAX SLOPE IN ALL DIRECTIONS 5' FLAT I l J Af ACCESSIBLE CURB RAMP WITH HANDRAIL NOT TO SCALE VERTICALS TO BE SURFACE MOUNTED WITH 2 (3/8") HILTI KWIK BOLTS WITH 21/2" EMBEDMENT (TYP.) 1 V HANDRAIL EXTENSION IN NP DIRECTION OF RAMP (TYP.) _ d 5' MIN. CLEAR C VS pharmacy XI87nNG BUILDING± 11200 sF ffQ% MAKR W51 37943 EILAND BLVD. ZEPHYRHILLS, FL 33542 PROJECT TYPE ADA MODIFCATION DEAL TYPE SELF DEVELOPIJIM CS PROJECT NUMBER. ENGANEBfi FORESITE FL CA 2611S Foresite Group, Inc. 10150 Highland Manor Dr. o 813.549.3250 Suite 210 f 813.621.3580 Tampa, FL 33610 w www.fg-inc.net CONSULTANT CUEW: Robert Reid Wedding Architects & Planners, AIA, Inc. 4112 Cypress Street - Tampa, Florida 33607 - 8IM796M 612 Sant Mittary Traci - Deerfield Beach, Florida 33442 - 954-492-9960 Fkxida License ls: AMNWdurWrftrior Dest ri: AA-0001123 - Engineering: 00002655 SEAL: o®®®'�.� C. eqs ®®®®® N �, Q a ®. fie` -- �'\01 DEN No.61' o 'o STATE OF :' .4 ® ?� �v oi(� . R�0RiDP N 06/01 /18 REVISIONS: OCITY COMMENT 0&01/18 DRAWING BY: JMR DATE: 04/20/2018 JOB NUMBER: 340.050 TITLE: PAVING & CONSTRUCTION DETAILS SHEET NUMBER: C�600 COMMENTS: RELEASED FOR CONSTRUCTION N 0 O Ld t 00 00 N O O Z 40.2 N89.41'31 "W LBD4515 170.98' 40 20 0 40 SCALE: 1 "=40' SITE DETAIL 00 N O N w 00 Z_ 00 N O O Z S89'44'00"E 370.13' a� c� cd r r� FIR 5/8" DC JOHN N88.57'25"W 133.94' NORTH R/W LINE STATE ROAD 54 502.1 + 501.95 4 +501.97 502.20+ 502 3 HOLE _- D E S C R I P T 1 0 N A PORTION OF TRACT 64, ZEPHYRHILLS COLONY COMPANY LANDS, AS RECORDED IN PLAT BOOK 2, PAGE 6, PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, BEING IN SECTION 3, TOWNSHIP 26 SOUTH, RANGE 21 EAST, BEING MERE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHEAST 1/4 OF SAID SECTION 3; THENCE NORTH 89'41'31" WEST ALONG THE SOUTH BOUNDARY OF SAID NORTHEAST 1/4, A DISTANCE OF 94.08 FEET; THENCE DEPARTING SAID SOUTH BOUNDARY, NORTH 00'18'29" EAST, A DISTANCE OF 31.00 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF STATE ROAD 54 (AS IT NOW EXISTS); THENCE NORTH 89'41'31" WEST ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 10.00 FEET TO A POINT ON THE WESTERLY BOUNDARY OF A CERTAIN PARCEL AS DESCRIBED IN O.R. BOOK 1223, PAGE 1713 OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA FOR A POINT OF BEGINNING; THENCE DEPARTING SAID WESTERLY BOUNDARY, NORTH 89'41'31" WEST ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 55.21 FEET; THENCE NORTH 88'57'25" WEST ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 133.94 FEET; THENCE DEPARTING SAID NORTHERLY RIGHT-OF-WAY LINE, NORTH 00'28'18" EAST, A DISTANCE OF 207.28 FEET; THENCE NORTH 89'41'31" WEST, A DISTANCE OF 170.98 FEET; THENCE NORTH 00'28'18" EAST, A DISTANCE OF 90.92 FEET; THENCE SOUTH 89'44'00" EAST, A DISTANCE OF 370.13 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY OF U.S. HIGHWAY 301 (AS IT NOW EXISTS); THENCE SOUTH 00'28'18" WEST ALONG SAID WESTERLY RIGHT-OF-WAY, A DISTANCE OF 296.19 FEET TO THE NORTHEAST CORNER OF SAID CERTAIN PARCEL; THENCE NORTH 89'41'31" WEST ALONG THE NORTHERLY BOUNDARY OF SAID CERTAIN PARCEL, A DISTANCE OF 10.00 FEET; THENCE SOUTH 00'28'18" WEST ALONG THE WESTERLY BOUNDARY OF SAID CERTAIN PARCEL, A DISTANCE OF 4.00 FEET TO THE POINT OF BEGINNING. TOGETHER WITH THOSE CERTAIN NON-EXCLUSIVE EASEMENTS ff AS SET FORTH IN DECLARATION OF RECIPROCAL EASEMENTS p AND RESTRICTIVE COVENANTS RECORDED FEBRUARY 9, 1998 H- IN O.R. BOOK 3878, PAGE 33 OF THE PUBLIC RECORDS OF cf) PASCO COUNTY, FLORIDA. cl) U 503.07 '503.0} Q a 4 a LINE TABLE LINE BEARING LENGTH L1 N89'41'31"W 10.00' L2 N89'41'31 "W 55.21' L3 N89'41'31"W 10.00' L4 S00'28'18"W 4.00' STATE ROAD 54 N 0 T E S 1. BEARINGS ARE BASED ON THE SOUTH LINE OF THE NORTHEAST 1/4 OF SECTION 3, TOWNSHIP 26 S, RANGE 21 E, BEING N89'41'31 "W. 2. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED. 3. NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR EXISTENCE OF ANY UNDERGROUND UTILITIES, ENCROACHMENTS, IMPROVEMENTS, STRUCTURES OR FOUNDATIONS. UNDERGROUND UTILITY LINE LOCATIONS (IF SHOWN HEREON) ARE BASED UPON UTILITY PROVIDER ATLASES AND VISIBLE SURFACE EVIDENCE. 4. RE -USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH IT WAS INTENDED, WITHOUT WRITTEN VERIFICATION, WILL BE AT THE RE -USERS SOLE RISK AND WITHOUT LIABILITY TO THE SURVEYOR. NOTHING HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE TO WHOM CERTIFIED. 50059 +500.48 +500.42 +500.34 +50011 50008 999.96 +499.6 5. ALL FOUND POINTS ARE UNMARKED UNLESS 498.87 OTHERWISE NOTED. ALL PERIMETER BEARINGS AND 498.80+ DISTANCES ARE ALSO FIELD MEASURED UNLESS NOTED. 500.62 +500.50 +500.44 6. THIS SURVEY IS NOT INTENDED TO SHOW THE +500.35 +500•t1 soo.ta 5oo.os LOCATION OR EXISTENCE OF ANY JURISDICTIONAL, 498.91 HAZARDOUS OR ENVIRONMENTALLY SENSITIVE 0- 498.AREAS. +499.6 7. THE SITE APPEARS TO BE IN FLOOD ZONES X AND AE(EL 86.4), ACCORDING TO THE FEDERAL �500.61 +500.53 +500.45 +500.35 +500.19 __ _ +0-20 s�o.�62 fie. EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 499.02 120235, MAP NUMBER 12101CO289F, EFFECTIVE ® 498.85+ DATE 9/26/2014, (MAP INDEX NUMBER 12101CIND2A, EFFECTIVE DATE SEPTEMBER 26, 499.8 2014). POLARIS ASSOCIATES, INC. AND THE SIGNING 500.27+ :i 500.79 WHO SURVEYOR HEREON ASSUMES NO LIABILITY FOR THE +so0.38 500.71 +500.52 +500.48 ACCURACY OF THIS DETERMINATION. THE AUTHOR OF THE MAP, THE FEDERAL EMERGENCY 499 MANAGEMENT AGENCY, OR THE LOCAL 501 + =+500.7 .04 499.06+ GOVERNMENTAL AGENCY HAVING JURISDICTION OVER WHEEL STOP (TYP) OSUCH MATTERS SHOULD BE CONTACTED PRIOR TO +500.395009 M ANY JUDGMENTS BEING MADE FROM THIS INFORMATION. THE ABOVE REFERENCED MAP STATES 500.76 +500.49 +500.47 F0.500.29 + + 499.8 IN THE NOTES TO THE USER THAT "THIS MAP IS 5" > FOR USE IN ADMINISTERING THE NATIONAL FLOOD 499.07 ' 499.00 + INSURANCE PROGRAM" AND "THAT BASE FLOOD ELEVATIONS (BFEs) SHOWN REPRESENT ROUNDED WHOLE -FOOT ELEVATIONS AND THEREFORE MAY NOT EXACTLY E CT TFLOOD HE O 10ST 500.74 + +500� + 500.43 500.14 PRESENTED NETHE NSURANCEOD DYTAFIS ( ) +499.8 - REPORT". THE FIS REPORT WAS NOT CONSULTED FOR THIS SURVEY. 499.11 499.03 + • 8. ANY ZONING INFORMATION SHOWN OR NOTED HEREON IS BASED ON INFORMATION AVAILABLE 500.73 + 500.39 + 500.29 +500.19 +soo.o7 � DURING THE PREPARATION OF THE SURVEY. THIS - __ +5oo.a7 _ 499:9 INFORMATION SHOULD BE VERIFIED WITH THE GOVERNING AUTHORITY PRIOR TO ANY �6" +499.8 DETERMINATIONS OR DESIGN. 499.14 499.08+ 9. SHOWN ANYWHERE ON THIS SURVEY, THE WORD "CERTIFY" IS UNDERSTOOD TO BE AN EXPRESSION i00.68 +5004fi +500.29 +500.19 +500,1; +499.89 4;7500'4 LL, OF A PROFESSIONAL OPINION BASED UPON THE - - j SURVEYOR'S BEST KNOWLEDGE, INFORMATION AND BELIEF, AND THAT IT THUS CONSTITUTES NEITHER A \ 499'e GUARANTEE NOR A WARRANTY. 499.18 499.10+ 78.9, 10. UNLESS OTHERWISE INDICATED, THE PROPERTY 3 DESCRIPTION AND EASEMENTS SHOWN WERE sooal +500.09 +499.96------ �499.75 soo 16 - �--____ +5W.22 49y6o FURNISHED TO POLARIS ASSOCIATES, INC. AND ARE 0058 PRESUMED TO BE CORRECT. NO SEARCH OF ANY PUBLIC RECORDS, FOR EASEMENTS, DEEDS, ETC., + 9.9 499.27 WAS PERFORMED BY THIS FIRM FOR THE +499.18 COMPLETION OF THIS SURVEY AND THERE MAY BE ADDITIONAL RESTRICTIONS THAT MAY BE FOUND IN i0t.1 +499A5 i00.77 500.39 500.22 +499.80----T499.56 Hfi THE PUBLIC RECORDS OF THIS COUNTY. 499.39 +501.0 5M't0 11. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT 501.52 499.37 +499.29 OF AN ABSTRACT OF TITLE AND MAY BE SUBJECT 499.41 TO EASEMENTS, RESTRICTIONS, RIGHTS -OF -WAY AND +500.9 +5004 50055 +493.7 OTHER MATTERS OF RECORD. 500.06 "® �aat; _ 16 +499.81 +499.5�_ 12. ELEVATIONS ARE BASED ON SITE BENCHMARKS _ _ 50007 +449s•27 4es•a3 (TBM) SHOWN HEREON, ASSUMED VERTICAL DATUM. 499.52 + 499.49 13. TREES 4" IN DIAMETER AND LARGER HAVE BEEN +5oo.s _ 499. 499.56 4 LOCATED WITH COMMON NAME AND APPROXIMATE 499.7 3818 DIAMETER BREAST HIGH. SMALLER TREES, +4ss.77 +5007 500.20 49925 NON -PROTECTED SPECIES (INCLUDING +499.41 __+09.12 ___. 4987 I 499 7 49 ORNAMENTALS) AND TREES WITHIN JURISDICTIONAL 500.32 500.29 STORM INLET 49942 AREAS (IF ANY) HAVE NOT BEEN LOCATED. TREES GE=498.82 49`&e� g a�g9g'i 49si 499.7 49973 BY NATURE ARE IRREGULAR IN SIZE AND SHAPE. 499.6 975+499.71 EVERY EFFORT IS MADE TO ACCURATELY LOCATE 99.33 98.8 499 75 a99. TREES. THE TREE LOCATION IS THE CENTER OF THE + 499.61 86 499.5 499.82 499.84 49s.7 + 499.+ 499.88 TREE. THIS LOCATION MAY BE DIFFERENT IF _ LOCATED FROM A DIFFERENT DIRECTION. ALL TREE LOCATIONS SHOULD BE FIELD CHECKED IF CRITICAL �7" TO DESIGN. 499.6+ 14. THIS SURVEY IS BASED ON U.S. FEET. (VMTICAL) +500.43 500.60 501.35 + 501.40 502-6 5016 5ZJ74 502.72 502.75 LLJ 502.78 a a - 50188 N + 50170 + 50113 } 502.fi9 00 10 5 0 10 SCALE: 1 "= 10' TOPOGRAPHIC DETAIL SECTION 3, TOWNSHIP 26 S, RANGE 21 E PASCO COUNTY, FLORIDA L E G E N D A/C = AIR CONDITIONER UNIT ® = BACKFLOW PREVENTER BLDG = BUILDING • = BOLLARD or POST (C) = CALCULATED DATA ® = BOX, CABLE TELEVISION CCR = CERTIFIED CORNER RECORD ® = BOX, ELECTRIC UTILITY CLF = CHAIN LINK FENCE 0 = BOX, ELECTRIC UTILITY (TRANSFORMER) CMP = CORRUGATED METAL PIPE ® = BOX, TELEPHONE CONC = CONCRETE kt = DECORATIVE LIGHT POLE COR = CPB = CORNER CONDOMINIUM PLAT BOOK =ELECTRIC OUTLET C T = CURB TIE = FIRE HYDRANT �) = DEED DATA FLAGPOLE DB = DEED BOOK = FLARED END SECTION DIP = DUCTILE IRON PIPE ® = GRATE INLET ECMP = ELLIPTICAL CORRUGATED METAL PIPE = GROUND LIGHT EL = ELEVATION E- = GUY ANCHOR EP = EDGE OF PAVEMENT = LIGHT POLE, CONCRETE ERCP = ELLIPTICAL REINFORCE CONCRETE PIPE = LIGHT POLE, METAL (F) = FCM = FIELD DATA FOUND CONCRETE MONUMENT _ LIGHT POLE, WOOD FDOT = FLORIDA DEPARTMENT OF TRANSPORTATION ® = MAILBOX FIR = FOUND IRON ROD Q = MANHOLE, ELECTRIC FND = FOUND NAIL & DISC © = MANHOLE, GREASE TRAP FOP = FOUND OPEN PIPE Qs = MANHOLE, SANITARY SEWER FPP = FOUND PINCHED PIPE ® = STORM SEWER STRUCTURE FRRS = FOUND RAILROAD SPIKE O = MANHOLE, TELEPHONE F/T = FENCE TIE ® = METER, ELECTRIC FXC = FOUND X-CUT ® = METER, GAS GE = GRATE ELEVATION TWO = METER, RECLAIMED WATER IE = INVERT ELEVATION (L) = LEGAL DESCRIPTION DATA ®=METER, WATER LB = LICENSED BUSINESS C:Ej = MITERED END SECTION LS = LICENSED SURVEYOR 0 = MONITORING WELL MAS = MASONRY ® = PEDESTRIAN CROSSING SIGNAL MHW = MEAN HIGH WATER ® = SANITARY CLEANOUT NP = NORMAL POOL O = SCHEDULE B-2 ITEM O/A = OVERALL ® = TELEPHONE RISER OR = OFFICIAL RECORDS BOOK = TRAFFIC SIGN (P) = PLAT DATA ® = TRAFFIC SIGNAL BOX PB = PG = PLAT BOOK PAGE = TRAFFIC SIGNAL POLE PLS = PROFESSIONAL LAND SURVEYOR = UNDERGROUND CABLE TELEVISION MARKER POB = POINT OF BEGINNING ® = UNDERGROUND CABLE TELEVISION WARNING SIGN POC = POINT OF COMMENCEMENT jE = UNDERGROUND ELECTRIC MARKER PRM = PERMANENT REFERENCE MONUMENT Ews = UNDERGROUND ELECTRIC WARNING SIGN PSM = PROFESSIONAL SURVEYOR & MAPPER M = UNDERGROUND FIBER OPTIC MARKER P/T = PAVEMENT TIE ® = UNDERGROUND FIBER OPTIC WARNING SIGN PVC = POLY VINYL CHLORIDE = UNDERGROUND FORCEMAIN MARKER RCP = REINFORCE CONCRETE PIPE ® = UNDERGROUND FORCEMAIN WARNING SIGN RLS = REGISTERED LAND SURVEYOR = UNDERGROUND GAS MARKER R/W = RIGHT-OF-WAY ® = UNDERGROUND GAS WARNING SIGN SEC = SECTION SHW = SEASONAL HIGH WATER rg( =UNDERGROUND RECLAIMED WATER MARKER SIR = SET IRON ROD 1/2" LB 6113 Rws = UNDERGROUND RECLAIMED WATER WARNING SIGN SND = SET NAIL & DISC LB 6113 = UNDERGROUND SANITARY SEWER MARKER SR = STATE ROAD ® = UNDERGROUND SANITARY SEWER WARNING SIGN S/T = SIDEWALK TIE M = UNDERGROUND TELEPHONE MARKER STY = STORY ® = UNDERGROUND TELEPHONE WARNING SIGN SW = SIDEWALK X = UNDERGROUND WATER MARKER TBM = TEMPORARY BENCH MARK ® = UNDERGROUND WATER WARNING SIGN (TYP) = TYPICAL c = UTILITY POLE, CONCRETE VCP = W/ = VITRIFIED CLAY PIPE WITH c� =UTILITY POLE, METAL WF = WOOD FENCE `� = UTILITY POLE, WOOD W/T = WALL TIE Gv Doi = VALVE, GAS RV Doa = VALVE, RECLAIMED WATER + 25.25 = POINT OF ELEVATION sv D04 = VALVE, SANITARY wv poa = VALVE, WATER ® = WELL STORM CURB INLETS 0 = CONCRETE = ASPHALT = CONCRETE PAVERS ® = BRICK = TOP OF BANK = TOE OF SLOPE or CENTER LINE OF DITCH = 6' CHAIN LINK FENCE UNLESS OTHERWISE NOTED 52.15 = BACK OF CURB OVERHEAD UTILITY LINES 51.61 = FLOWLINE 51.63 = EDGE OF PAVEMENT ----G -G------ = APPROXIMATE LOCATION OF UNDERGROUND GAS LINE ----W--------- W----- = APPROXIMATE LOCATION OF UNDERGROUND WATER LINE ----F-- -F------ = APPROXIMATE LOCATION OF UNDERGROUND FORCEMAIN ----R---------- ------ = APPROXIMATE LOCATION OF UNDERGROUND RECLAIMED WATER LINE -------12" PVC = APPROXIMATE LOCATION OF UNDERGROUND SANITARY SEWER LINE ----24" RCP----- = APPROXIMATE LOCATION OF UNDERGROUND STORM SEWER LINE T R E E L E G E N D e = BAY TREE = BOTTLE BRUSH TREE 0 = CAMPHOR TREE ® = CEDAR @o = CHINABERRY TREE = CITRUS TREE d = CYPRESS TREE a = ELM TREE Qi = EUCALYPTUS TREE Q = MAGNOLIA TREE ® = MAPLE TREE O = MULBERRY TREE ®= OAK TREE = OTHER SPECIES = PALM TREE O = PECAN TREE = PERSIMMON TREE = PINE TREE ® = SYCAMORE TREE Q = WAX MYRTLE TREE ® = WILLOW TREE DATE NUMBER I REVISIONS 19 C E R T I F I C A T I O N CERTIFIED TO: FORESITE GROUP INC. I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 FLORIDA STATUTES. MARCH 23, 2018 DATE OF SURVEY DAN H. RIZZUTO PROFESSIONAL LAND SURVEYOR LICENSE NUMBER LS 5227 STATE OF FLORIDA PROJECT: CVS, EILAND BLVD, ZEPHYRHILLS, FL TYPE OF SURVEY: TOPOGRAPHIC SURVEY PREPARED FOR: FORESITE GROUP INC. POLARIS ASSOCIATES INC. PROFESSIONAL SURVEYING LB 6113 2165 S UNNYDALE BOULEVARD, SUITE D CLE ARWATE R, FLORIDA 33765 (727) 461-61 13 DATE OF SURVEY: MARCH 23, 2018 CHECKED BY: SCALE: DRAWN BY: JOB NO. DRAWING PATH: SHEET DHR AS NOTED JT 4863-01 IH: \JN\4863\DWG\4863T.DWG 1 OF 1