1 2 3 4 5 6 SITE DATA LOCATION MAP HILLSBOROUGH COUNTY, FLORIDA STATEMENT OF INTENT: SECTION 16-TOWNSHIP 29 SOUTH-RANGE 18 EAST THE OWNER PROPOSES TO CONSTRUCT ONLINE GROCERY PICKUP (OGP) DESIGNATED PARKING AND THE REQUIRED SITE SUPPORT ELEMENTS TO SERVE IT. www.cphcorp.com ALL WORK TO TAKE PLACE WITHIN THE WALMART PROPERTY. A Full Service NO OFF SITE WORK PROPOSED. CURRENT SITE IS FULLY DEVELOPED. A & E Firm ADDRESS: 5601 Mariner Street, Suite 105 1505 N DALE MABRY HIGHWAY, TAMPA, FL 33607 Tampa, FL 33609 Ph: 813.288.0233

WAL-MART SITE AREA: 17.29 AC ± (753,152 S.F. ±) Plans Prepared By: A ZONING: PD-A CPH, Inc. LANDUSE: RETAIL State of Florida Licenses: PARCEL ID: - A-16-29-18-ZZZ-000005-47500 Engineer No. 3215 Surveyor No. LB7143 FEMA FLOOD MAP: PANEL 12057C0334H Architect. No. AA26000926 SITE IS IN ZONE X, OUSIDE THE 100 YEAR FLOOD ZONE Landscape No. LC000298

BUILDING INFORMATION EXISTING BUILDING AREA: 163,900 S.F. (GROSS LEASABLE AREA) FLOOR AREA RATIO: 0.22 NUMBER OF STORIES: 1 PARKING INFORMATION SITE LOCATION HONG SOON KIL PRE-OGP - EXISTING CONDITION: ZONING=CG PARKING PROVIDED: 704 SP. / 163,900 S.F.= 4.30 SP. / 1,000 S.F. LANDUSE=1410 (NOT INCLUDING CART CORRALS.)

POST-OGP - PROPOSED CONDITION:

PARKING PROVIDED: 687 SP. / 163,900 S.F.= 4.19 SP. / 1,000 S.F. This item has been electronically (NOT INCLUDING CART CORRALS.) signed and sealed by Devin Barrs, PE. On June 12, 2018 using a digital signature. Printed copies of this PARKING BREAKDOWN: 704 EXISTING SPACES N document are not considered signed - 32 SPACES (REMOVED) and sealed and the digital signature + 8 OGP SPACES must be verified on any electronic STUART FLORIDA PROPERTY, LLC. HONG SOON KIL + 7 SPACES _ copies. ZONING=CI ZONING=CI 687 PROPOSED PARKING SPACES LANDUSE=C100 LANDUSE=C100 CODE REQUIRED PARKING: 4.0 SP. / 1000 S.F. 1" = 2000' 163,900 S.F. / 250 S.F. = 655 SPACES JEM INVESTMENTS, LTD. ADA PARKING: B ZONING=CI C W PROVIDED: 16 SPACES

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LANDUSE=1107 CC LAND COVERAGE SUMMARY CONSULTANTS LIMIT OF DISTURBANCE AREA: 35,386 S.F. / 0.81 AC. OWNER ARCHITECT

CC PRE-OGP - EXISTING CONDITION: WAL-MART STORES EAST, LP BRR ARCHITECTURE, INC. CC PERVIOUS AREA: 7,585 S.F. / 0.17 AC.

NO PARKING - FIRE LANE FIRE - PARKING NO IMPERVIOUS AREA: 27,801 S.F. / 0.64 AC. 2001 SE 10TH STREET 6700 ANTIOCH PLAZA, SUITE 300 TOTAL : 35,386 S.F. / 0.81 AC. BENTONVILLE, ARKANSAS 72716 MERRIAM, KANSAS 66204 POST-OGP - EXISTING CONDITION: (479) 273-4000 (913) 236-3318 PERVIOUS AREA: 6,522 S.F. / 0.15 AC. ATTN.: PHIL SCOVILL IMPERVIOUS AREA: 28,864 S.F. / 0.66 AC. TOTAL : 35,386 S.F. / 0.81 AC. GEOTECHNICAL DRAINAGE STATEMENT: ENGINEER

CC NO PARKING - FIRE LANE FIRE - PARKING NO CC MACTEC ENGINEERING AND CONSULTING, INC. THE PROPOSED PROJECT WILL RESULT IN AN INCREASE OF 1,063 SF CPH, INC.

CC CC OF IMPERVIOUS AREA. THIS REPRESENTS 0.14% OF THE TOTAL SITE 5601 MARINER STREET, SUITE 105 4919 W. LAUREL STREET PROPERTY. IMPACTS TO THE EXISTING SYSTEM ARE NEGLIGIBLE. TAMPA, FL 33609 TAMPA, FL 33607 BUILDING STATEMENT: (813) 288-0233 (813) 289-0750 (B) (B) THE SQUARE FOOTAGE OF THE EXISTING WALMART #1960 WILL NOT CC CHANGE AS A RESULT OF THIS PROPOSED PROJECT. THE SCOPE ATTN.: DEVIN BARRS, P.E. CC DOES INCLUDE INTERIOR REMODELING OF THE EXISTING BUILDING. ALL EXTERIOR BUILDING MODIFICATIONS, INCLUDING AWNINGS, SHALL

NO PARKING - FIRE LANE FIRE - PARKING NO COMPLY WITH THE WESTSHORE OVERLAY DISTRICT.

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CC Revision

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CC (60' RIGHT-OF-WAY) Date

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CC NO PARKING - FIRE LANE FIRE - PARKING NO HIMES AVENUE 7 6 5 4 3 2 C 1

STORE #1960 No. EXISTING 4 LANES UNDIVIDED ASPHALT ROAD

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CC CC EXISTING BLDG. AREA 163,900 S.F.± (GROSS LEASABLE AREA) Designed: R.REID CC APPROVAL AGENCIES

CC CC F.F. ELEV. 58.16' (NGVD 29) Drawn: R.REID CITY OF TAMPA Checked: J.BRYANT

N HIMES AVENUE

6ƒ : NO PARKING - FIRE LANE FIRE - PARKING NO

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CC CC PLANNING AND DEVELOPMENT DEPARTMENT Job No.: B150132

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TRENCH TO REMAIN CC 306 EAST JACKSON STREET EXISTING EXFILTRATION Date: 04/24/2018 C 2018 (200' RIGHT-OF-WAY)

(DS-R) TAMPA, FLORIDA 33607

(1W) (B) (B) (ST) INDEX OF SHEETS (813) 274-8577 (DNE) (B) CC STATE ROAD NO. 600 CC (TA) ATTN.: REVIEWER EXISTING 8 LANES DIVIDED ASPHALT ROAD

NO (B) PARKING (DNE) (B) (LTO) C-1.0 OVERALL SITE PLAN (NORTH DALE MABRY HIGHWAY) WATER MANAGEMENT DISTRICT (B) (NER) (EF) C-2.0 TOPOGRAPHIC SURVEY SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT 1ƒ ( C-2.1 TOPOGRAPHIC SURVEY 2379 BROAD STREET INTERSTATE 275 BROOKSVILLE, FLORIDA 34604 C-3.0 EROSION AND SEDIMENTATION CONTROL PLAN (352) 796-7211 1ƒ ( C-3.1 EROSION AND SEDIMENTATION CONTROL ATTN.: REVIEWER LOCATION OF PROPOSED DETAILS AND NOTES ONLINE GROCERY PICKUPC-4.0 SITE DIMENSION PLAN AND SITE IMPROVEMENTS C-4.1 SIGNAGE AND STRIPING PLAN C-5.0 SITE GRADING AND UTILITY PLAN S.R. 93 C-6.0 GENERAL DETAILS D (RIGHT-OF-WAY VARIES) L-1.0 LANDSCAPE PLAN (INTERSTATE 275 SOUTHBOUND) EXISTING 3 LANES LIMITED ACCESS HIGHWAY L-5.1 LANDSCAPE NOTES AND DETAILS N OVERALL SITE PLAN ONLINE GROCERY PICKUP ADDITION STORE NO. 1960, CITY OF TAMPA, HILLSBOROUGH COUNTY, FLORIDA

THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. SEE GENERAL NOTES FOR MASTER LEGEND. Sheet No. C-1.0 1 2 3 4 5 6 PROPOSED KEYNOTE LEGEND GENERAL SITE NOTES

1 LIMITS OF CURB AND GUTTER REMOVAL. 1. SITEWORK FOR THIS PROJECT SHALL MEET OR EXCEED THE "WAL MART SITE SPECIFIC SPECIFICATIONS". 2 PROTECT & SAVE EXISTING CURB AND GUTTER. 2. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE , SLOPED PAVING, EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS, AND www.cphcorp.com 3 PROTECT & SAVE EXISTING ASPHALT PAVEMENT. EXACT BUILDING UTILITY ENTRANCE LOCATIONS. A Full Service 4 CONTRACTOR SHALL NEATLY SAW-CUT, REMOVE EXISTING CONCRETE CURB AND GUTTER . 3. TEMPORARY CONSTRUCTION FENCES SHALL BE INSTALLED AT THE GENERAL CONTRACTOR'S A & E Firm EXPENSE AND INSTALLED AT LOCATIONS PER WAL-MART CONSTRUCTION MANAGERS DIRECTION. 5 PROPOSED OGP PARKING SIGN, REFER TO SHEET C-4.1 & C-6.0 FOR SPECIFICATIONS AND DETAILS (TYP.). 4. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, SUPERVISION, AND EQUIPMENT 5601 Mariner Street, Suite 105 REQUIRED FOR THE ORDERLY DEMOLITION AND REMOVAL OF EXISTING PAVEMENT AND CURBING Tampa, FL 33609 6 PROPOSED OGP STRIPING, REFER TO SHEET C-4.1 & C-6.0 FOR SPECIFICATIONS AND DETAILS (TYP.). AS SHOWN ON THE DRAWINGS AND DESCRIBED HEREIN. Ph: 813.288.0233 5. THE CONTRACTOR SHALL SCHEDULE SITE WORK IN PHASES TO MINIMIZE INTERRUPTION OF 7 PROPOSED ASSOCIATE PATH STRIPING, REFER TO SHEET C-6.0 FOR DETAIL. Plans Prepared By: A PATRON ACCESS TO WAL-MART. CONTRACTOR SHALL COORDINATE PHASING AND SCHEDULE OF WORK WITH WAL-MART CONSTRUCTION MANAGER PRIOR TO COMMENCEMENT OF WORK. CPH, Inc. REMOVE EXISTING STRIPING. STRIPING SHALL BE REMOVED BY ABRASIVE BLASTING, TYP. NO PARKING - FIRE LANE FIRE - PARKING NO 8 State of Florida Licenses: 6. CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY EXISTING ITEM DURING Engineer No. 3215 N 9 NEW CURB AND GUTTER, REFER TO SHEET C-6.0 FOR DETAIL (TYP.). CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, Surveyor No. LB7143 20 0 20 40 ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. 10 CONTRACTOR SHALL NEATLY SAWCUT & REMOVE EXISTING ASPHALT TO LIMITS REQUIRED Architect. No. AA26000926 Landscape No. LC000298 TO INSTALL PROPOSED CURBED LANDSCAPE AREA. EXISTING PAVEMENT DAMAGED 7. CONTRACTOR SHALL COORDINATE ALL ACTIVITIES WITH THE WAL-MART CONSTRUCTION OUTSIDE OF CURB LIMITS SHALL BE REPLACED TO MATCH EXISTING CONDITIONS. MANAGER AND THE STORE MANAGER. THE EXISTING STORE SHALL REMAIN IN OPERATION DURING CONSTRUCTION. 11 CONTRACTOR SHALL NEATLY SAWCUT & REMOVE EXISTING CONCRETE TO LIMITS REQUIRED TO INSTALL NEW ASPHALT. Graphic Scale in Feet 8. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL JURISDICTIONAL REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 12 19.5' LONG SUPERSPEED HUMP BY TREETOP. 9. PERMITTING: IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY REQUIRED PERMITTING 13 352326('6<6/#ƒ 2&%281'%<6<6/7<3 FOR DEMOLITION FROM RESPONSIBLE REGULATORIES AND FULLY ACKNOWLEDGE AND COMPLY WITH ALL REQUIREMENTS PRIOR TO COMMENCING DEMOLITION WORK. 14 PROPOSED PAVEMENT MARKING, REFER TO SHEET C-6.0 FOR DETAILS, TYP. 10. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE THE EXTENT OF DEMOLITION 15 EXISTING SIGN TO BE REMOVED. REQUIRED IN ORDER TO PERFORM THE CONTRACT WORK FOR THIS PROJECT. THE CONTRACTOR SHALL CONDUCT SITE VISITS AND SHALL EXAMINE ALL OF THE INFORMATION WITHIN THESE DOCUMENTS: ALL DISCREPANCIES AND/OR OMISSIONS SHALL BE BROUGHT TO THE ATTENTION OF 16 EXISTING BOLLARDS TO BE REMOVED . THE ENGINEER PRIOR TO BID SUBMITTAL.

17 PROPOSED 6" CONCRETE BOLLARDS REFER TO SHEET C-6.0 FOR DETAIL . 11. PROVIDE ADEQUATE PROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES. EXECUTE THE WORK IN A MANNER TO AVOID HAZARDS TO PERSONS AND PROPERTY AND PREVENT 18 PROTECT AND SAVE EXISTING INLET. INTERFERENCE WITH THE USE OF AND ACCESS TO ADJACENT BUILDINGS. STREETS AND SIDEWALKS SHALL NOT BE UNNECESSARILY BLOCKED BY DEBRIS AND EQUIPMENT. This item has been electronically 19 PROTECT AND SAVE LIGHT POLE, TYP. 12. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALK, DRIVES, ETC. CLEAR AND FREE signed and sealed by Devin Barrs, PE. FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN On June 12, 2018 using a digital 20 PROTECT AND SAVE FIRE LANE STRIPING, TYP. AND VEHICULAR TRAFFIC. signature. Printed copies of this document are not considered signed 13. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES 21 CONTRACTOR SHALL NEATLY REMOVE EXISTING LANDSCAPE AREAS TO LIMITS REQUIRED and sealed and the digital signature TO INSTALL NEW ASPHALT. EXISTING PAVEMENT DAMAGED OUTSIDE OF LIMITS SHALL BE DURING DEMOLITION OF THE EXISTING FACILITIES. REPLACED TO MATCH EXISTING CONDITIONS. must be verified on any electronic 14. CONTRACTOR MUST STOP OPERATION AND NOTIFY THE OWNER FOR PROPER DIRECTION IF ANY copies. 22 PROPOSED 18" TALL WHITE PAVEMENT MARKING "NO PARKING" ENVIRONMENTAL OR HEALTH RELATED CONTAMINATE IS ENCOUNTERED DURING DEMOLITION/EXCAVATION PROCESS.

15. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED.

16. CONTRACTOR SHALL MATCH PROPOSED CURB, CONCRETE AND PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT. B 17. CONTRACTOR IS TO INSTALL SMOOTH TRANSITIONS BETWEEN CHANGES IN CURB TYPES.

NO PARKING - FIRE LANE FIRE - PARKING NO 18. WHERE EXISTING PAVEMENT, CURB, CURB AND GUTTER, SIDEWALK, DRIVEWAY, OR VALLEY GUTTER IS REMOVED FOR THE PURPOSE OF CONSTRUCTING OR REMOVING BOX CULVERTS, PIPE, INLETS, MANHOLES, APPURTENANCES, FACILITIES OR STRUCTURES, ETC. SAID PAVEMENT SHALL BE REPLACED AND RESTORED IN EQUAL OR BETTER CONDITION THAN THE ORIGINAL. CONTRACTOR SHALL PROVIDE ALL NECESSARY LABOR, MATERIALS, EQUIPMENT, TOOLS, SUPPLIES, PAINT, AND EQUIPMENT REQUIRED.

19. CONTRACTOR MAY LIMIT SAW-CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THIS SHEET, BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE PROPOSED LEGEND SURROUNDING PAVEMENT, SIDEWALK, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IT'S REMOVAL AND REPAIR.

LIMITS OF SAWCUT 20. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB. 21. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT CONCRETE PER ARCH. SPECIFICATIONS. LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING REFER TO ARCH. PLANS. CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND APPROXIMATE LIMITS OF PROPOSED FULL DEPTH STANDARD DUTY CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. * ASPHALT PAVEMENT SECTION CONSTRUCTION. 22. CONTRACTOR SHALL PRODUCE A SUITABLE MAINTENANCE OF TRAFFIC PLAN TO USE FOR THE DURATION OF THIS CONSTRUCTION PROJECT.

LIMITS FOR REMOVAL OF EXISTING ASPHALT PAVEMENT & 23. DIRECTIONAL SIGNS AND HC SIGNS THAT ARE REMOVED AS PART OF THE LIQUOR ADDITION BASE MATERIAL. CLEAN FLORIDA FILL SHALL BE BACKFILLED PROJECT THAT ARE LOCATED WITHIN PAVEMENT AREAS SHALL BE REMOVED IN ITS ENTIRETY IN REMOVED VOID, BROUGHT TO GRADE AND PERMANENTLY WHICH INCLUDES POLES, PIPE BOLLARDS AND BELOW GRADE SIGN BASES. THE REPAIR OF STABILIZED PER LANDSCAPE PLAN AND WALMART DAMAGED PAVEMENT DUE TO SIGN REMOVAL SHALL BE INCLUDED WITHIN SCOPE OF PROJECT. SPECIFICATION. REMOVAL OF SIGNS LOCATED WITHIN LANDSCAPE AREAS SHALL BE BACKFILLED WITH CLEAN FILL, NOTE: REFER TO DETAIL ON SHEET C-6.0 FOR PAVEMENT COMPACTED AND BROUGHT TO GRADE. * MATERIALS. REFER TO PAVEMENT REMOVAL NOTES, 24. ALL TRAFFIC DIRECTIONAL SIGNAGE USED SHALL BE IN COMPLIANCE WITH MUTCD. THIS SHEET 25. CONTRACTOR SHALL REMOVE EXISTING STRIPING THAT CONFLICTS WITH PROPOSED SIGN LEGEND IMPROVEMENTS. STRIPING SHALL BE REMOVED USING ABRASIVE BLASTING. Revision 26. (1W) ONE WAY ALL PAINT USED FOR PARKING STRIPING SHALL BE ALKYD PETROLEUM BASED PAINT. TWO COATS OF PAINT TO BE USED PER THE SPECIFICATIONS. ALL AREAS OF ON-SITE PAVEMENT RESTRIPING (LTO) LEFT TURN ONLY SHALL BE INSTALLED TO MATCH WITH EXISTING CONDITIONS OR PROPOSED STRIPING AREAS AS

NOTED ON PLANS. (DNE) DO NOT ENTER Date (ST) STOP 27. ALL NEW PAVEMENT MARKINGS SUCH AS DIRECTIONAL ARROWS AND LETTERING SHALL BE PAINTED USING TEMPLATES. (B) SPEED HUMP C 28. ALL SIGNS SHALL HAVE 7'-0" MIN. CLEARANCE FROM FINISH GRADE TO BOTTOM OF LOWEST SIGN 7 6 5 4 3 2 1 (TA) TURN AROUND AREA No.

S 00°51'09" W 609.17'

NO PARKING - FIRE LANE FIRE - PARKING NO MOUNTED ON POST. (EF) SPECIAL EXIT SIGN Designed: R.REID PAVEMENT REMOVAL: (NER) NO EXIT RETURN TO FRONT Drawn: R.REID (DS-R) DIRECTIONAL SIGN - RIGHT 1. WHERE EXISTING PAVEMENT IS TO BE REMOVED, SAW-CUT THE SURFACING LEAVING A UNIFORM AND STRAIGHT EDGE WITH MINIMUM DISTURBANCE TO THE REMAINING ADJACENT SURFACING. IF CONSTRUCTION RESULTS IN RAVELING OF THE SAW-CUT SURFACE, RECUT BACK FROM THE Checked: J.BRYANT RAVELED EDGE PRIOR TO RESTORATION. Job No.: B150132 2. AFTER REMOVAL OF ASPHALT PAVEMENT AND PROOF ROLLING THE DEPTH OF REMAINING BASE MATERIAL VERIFICATION SHALL BE COMPLETED TO ENSURE THE SELECTED AREAS OF BASE Date: 04/24/2018 C 2018 20 MATERIAL TO BE REPLACED IS ADEQUATE. PHASED WORK MAY INCLUDE EXISTING UNDERGROUND UTILITIES TO BE PROTECTED. STORE #1960 3. CONTRACTOR SHALL REMOVE ANY RESIDUAL ROOTS AND ORGANICS ASSOCIATED WITH ANY TREE FINISHED FLOOR ELEV. = 34.54' REMOVAL PRIOR TO SUBGRADE PREPARATION.

EXISTING BUILDING FLOOR AREA = 159,000 SF 4. CONTRACTOR SHALL VERIFY THE CONDITION OF EXISTING BASE AND REMOVE OR REPLACE AS (DS-R) EXISTING GARDEN CENTER AREA = 4,900 SF REQUIRED TO ENSURE THE COMPACTION AND INTEGRITY MEETS OR EXCEEDS WAL-MART 16 PAVEMENT SPECIFICATIONS. 3 SWSL/4", TYP. 5. CONTRACTOR SHALL TAKE CARE TO PROTECT EXISTING CURBS AND STRUCTURES FROM DAMAGE 8 17 (1W) DURING REMOVAL AND REPLACEMENT OF EXISTING ASPHALT. 1 (ST) 2 5 5 5 5 6. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING 24.0' THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL 4.5' PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 3 14 (DNE) 7. WET DOWN MASONRY DEBRIS DURING DEMOLITION AND LOADING OPERATIONS TO PREVENT THE (B) DYSL/4", TYP. SPREAD OF DUST. 15 R20' 9 2 (TA) 2 8. USE A CARBORUNDUM SAW WHENEVER MASONRY OR CONCRETE IS TO BE REMOVED WITHIN 16 17.9' 1 EXISTING STRUCTURES. AIR HAMMERS OR OTHER DEVICES WILL BE PERMITTED ON EXTERIOR 24.0' WORK. 11 9.5' 6 10.0' 8 R2' 9 4 TYP. 21 TYP. R3' 3 16.0' TYP. 2 NO 4 (B) 22 10 R65' 8 1 21.6'

12 24.0' 2 13 PARKING R3' R3' R44' (DNE) 9 (B) 6 SWSL/4", TYP. 13 8 14 (LTO) 10 R1' D DYSL/4", TYP. 4 7 13 4 9 3 24.0' R10' 4.0' 3 13 21 12 8 22.8' 21 4 9 8 22.6' 19 2 9 8 21 1 1 15 18 9 1 1 (NER) (B) 2 (EF) 1 SITE DIMENSION PLAN 2 2 18 18 19 N 86°23'22" E 342.68' ONLINE GROCERY PICKUP ADDITION STORE NO. 1960, CITY OF TAMPA, HILLSBOROUGH COUNTY, FLORIDA

THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. SEE GENERAL NOTES FOR MASTER LEGEND. Sheet No. www.sunshine811.com C4.0 1 2 3 4 5 6 GENERAL GRADING GENERAL UTILITY NOTES NOTES 1. THE CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITY INSPECTORS 72 HOURS BEFORE 1. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS CONNECTING TO ANY EXISTING LINE. www.cphcorp.com NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. A Full Service 2. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED 2. IF ANY EXISTING STRUCTURES ARE DAMAGED DURING CONSTRUCTION IT SHALL FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE A & E Firm BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S 5601 Mariner Street, Suite 105 OR BETTER. RESPONSIBILITY TO FIELD LOCATE ALL EXISTING UTILITIES WITHIN THE PROPOSED Tampa, FL 33609 CONSTRUCTION AREA LIMITS AND NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE Ph: 813.288.0233 3. EXISTING GRADE CONTOURS ARE SHOWN AT ONE FOOT (1') INTERVALS. NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN Plans Prepared By: A 4. FINISHED GRADE CONTOURS ARE SHOWN AT ONE FOOT (1') INTERVALS. UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ANY UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, THAT INTERFERE CPH, Inc. 5. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND WITH THE PROPOSED CONSTRUCTION SHALL BE CLOSELY COORDINATED WITH THE State of Florida Licenses: BE CONSTRUCTED TO SAME. ENGINEER AND THE RESPECTIVE UTILITY COMPANY FOR RELOCATION OR PROPER Engineer No. 3215 INSTRUCTION. DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE Surveyor No. LB7143 6. SITEWORK SHALL MEET OR EXCEED THE "WAL*MART STANDARD SITEWORK RELOCATION OF VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT, AND NO EXTRA Architect. No. AA26000926 SPECIFICATIONS". COMPENSATION WILL BE ALLOWED. Landscape No. LC000298

7. ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO ANY 3. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING UTILITY DURING LAND DISTURBANCE ACTIVITIES. CONSTRUCTION AT NO COST TO THE OWNER.

8. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ACTUAL IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER LOCATION OF ALL UTILITY ENTRANCES TO INCLUDE SANITARY SEWER LATERALS, DOMESTIC DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND THE WALMART SPECIAL AND FIRE PROTECTION WATER SERVICE, ELECTRICAL, TELEPHONE AND GAS SERVICE. CONDITIONS, SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES, IN SUCH A MANNER AS TO PREVENTION. THIS APPLIES TO WALMART BUILT PROJECTS ONLY. ONLY THE EPA AVOID CONFLICT AND ASSURE PROPER DEPTHS ARE ACHIEVED AS WELL AS COORDINATING OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE WITH UTILITY REQUIREMENTS AS TO LOCATION AND SCHEDULING FOR TIE-INS/ CONNECTIONS ASSOCIATED WITH CONSTRUCTION ACTIVITIES APPLY TO JOINT/ DEVELOPER BUILT PRIOR TO CONNECTING TO EXISTING UTILITIES. PROJECTS. 5. THE TOP ELEVATION OF MANHOLES CONSTRUCTED IN PAVED AREAS SHALL MATCH FINISHED 9. ELEVATION OF NEW PAVEMENT TO MATCH ELEVATION OF PAVEMENT TO REMAIN. IT GRADE. THE TOP ELEVATION OF MANHOLES CONSTRUCTED IN GRASSED AREAS SHALL BE 4" SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE POSITIVE DRAINAGE ABOVE FINISHED GRADE (UNLESS NOTED OTHERWISE). AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 6. ALL MANHOLES CONSTRUCTED WITHIN PAVED AREAS SHALL BE INSTALLED WITH TRAFFIC 10. TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY BY CPH, BEARING RINGS AND COVERS. INC. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN HIMES AVENUE ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, 7. ALL CLEAN-OUTS WITHIN THE PAVEMENT AREA SHALL BE INSTALLED WITH TRAFFIC This item has been electronically A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT BEARING PARTS AS APPLICABLE. TO THE OWNER FOR REVIEW. signed and sealed by Devin Barrs, PE. On June 12, 2018 using a digital 8. CONTRACTOR SHALL GROUT AROUND ALL PIPE ENTRANCES TO SANITARY SEWER 11. CONTRACTOR MUST STOP OPERATION AND NOTIFY THE OWNER FOR PROPER MANHOLES WITH NON-SHRINKING GROUT TO ASSURE CONNECTION IS WATER TIGHT. signature. Printed copies of this DIRECTION IF ANY ENVIRONMENTAL OR HEALTH RELATED CONTAMINATE IS document are not considered signed ENCOUNTERED DURING EXCAVATION/CONSTRUCTION. 9. ALL CONCRETE FOR ENCASEMENT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF and sealed and the digital signature 3000 P.S.I. AT 28 DAYS. must be verified on any electronic 12. REFER TO EROSION AND SEDIMENTATION PLANS, SHEETS C-3 & C-3.1 FOR EROSION copies. CONTROL LOCATIONS & SPECIFICATIONS. 10. ALL WATER LINES SHALL HAVE A MINIMUM OF 3' OF COVER. PE WATER SERVICE MAY BE REDUCED TO 2' WHEN NECESSARY. 13. CONTRACTOR SHALL FIELD VERIFY EXISTING AND SURROUNDING DEVELOPMENT GRADES AND CONTACT ENGINEER IF ANY DISCREPANCIES EXIST PRIOR TO 11. CONTRACTOR SHALL COORDINATE INSPECTION ON ALL UTILITIES, WITH APPROPRIATE CONSTRUCTION. AUTHORITIES PRIOR TO COVERING TRENCHES DURING INSTALLATION.

12. CONSTRUCTION SHALL COMPLY WITH ALL GOVERNING CODES AND REQUIREMENTS.

B 13. THE CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE SATISFACTION OF THE RESPECTIVE UTILITY COMPANIES AND THE OWNER'S INSPECTING AUTHORITIES.

14. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES.

15. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND GRADING LEGEND TRENCHING PROCEDURES. THE CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING AND OTHER MEANS OF PROTECTION. THIS TO INCLUDE BUT NOT BE LIMITED, (T.C.) TOP OF CURB FOR ACCESS AND EGRESS FROM ALL EXCAVATION AND TRENCHING. CONTRACTOR IS (E.P.) EDGE OF PAVEMENT RESPONSIBLE TO COMPLY WITH PERFORMANCE CRITERIA FOR OSHA. (M.E.) MATCH EXISTING ELEVATION 16. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY (E.P.) EDGE OF PAVEMENT STANDARDS. ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT. XX EXISTING CONTOUR ELEVATION 17. ALL FILL MATERIAL IS TO BE IN PLACE AND COMPACTED BEFORE INSTALLATION OF PROPOSED CONTOUR ELEVATION XX PROPOSED UTILITIES.

6ƒ : 18. ALL WATER MAINS, FIRE WATER MAINS AND SERVICES SHALL BE TESTED, APPROVED AND DISINFECTED IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS PRIOR TO CONNECTION TO MUNICIPAL SYSTEM.

SITE BENCHMARK #2 19. THE MINIMUM HORIZONTAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF THE WATER AND SEWER LINE IS SIX (6) FEET, OR MINIMUM VERTICAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF THE WATER OVER SEWER LINE IS (12) INCHES.

20. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY PROVIDERS 48 HOURS PRIOR TO ANY UTILITIES CONSTRUCTION.

21. CONTRACTOR SHALL ENSURE ALL UTILITIES SERVING THE WAL-MART BUILDING ARE MAINTAINED WITHOUT INTERRUPTION DURING ALL PHASES OF DEMOLITION AND

CONSTRUCTION. CONTRACTOR SHALL CONSTRUCT NEW UTILITY MAINS & SERVICES WHICH ARE Revision SITE BENCHMARK #1 STORE #1960 DESIGNATED FOR RELOCATION PRIOR TO DEMOLITION OF EXISTING UTILITIES. ALL NEW FINISHED FLOOR ELEV. = 34.54' UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED CLEAR FOR USE PRIOR TO DEMOLITION / REMOVAL OF EXISTING UTILITIES. CONTRACTOR SHALL COORDINATE UTILITY EXISTING BUILDING FLOOR AREA = 159,000 SF CONSTRUCTION WITH APPROPRIATE AUTHORITIES TO MINIMIZE ANY INCONVENIENCES TO

WAL-MART STORE OPERATIONS. Date 34.15± M.E. EXISTING GARDEN CENTER AREA = 4,900 SF 22. A MINIMUM STRENGTH OF 3000 PSI CONCRETE SHALL BE USED FOR ROADWAY AND DRAINAGE STRUCTURES. C 7 6 5 4 3 2 1

EXISTING ELECTRIC No. PROTECT AND SAVE ALL 23. ALL CONSTRUCTION MUST BE COMPLIANT WITH THE AMERICAN DISABILITIES ACT. PULL BOX SHALL BE 34.56 EXISTING UTILITIES, TYP. RELOCATED. Designed: R.REID 34.53± M.E. 34.53 34.20 34.19 34.17 34.56± M.E. 34.30 34.24 34.34 34.31 34.21 34.13 Drawn: R.REID

DEWATERING NOTE: Checked: J.BRYANT 34.16± M.E. Job No.: B150132 34.13 WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF 33.63 WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND Date: 04/24/2018 C 2018 34.23 34.12 33.95± M.E. 34.10 34.17 34.24 GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. 33.62 34.27 34.14 33.77 REFER TO MASTER SITE SPECIFICATIONS. 33.73 33.60 33.74 34.25± M.E. 34.20± M.E. 33.67 33.77 33.64 34.10± M.E. 33.27 33.62± M.E. 33.54± M.E. 33.68± M.E. PROTECT AND SAVE ALL 33.55± M.E. 33.54± M.E. 33.53± M.E. 33.56± M.E. THE PRESENCE OF GROUNDWATER SHOULD ANTICIPATED ON THIS 33.6102± M.E. 33.70± M.E. 33.67± M.E. 34.04 34 PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR EXISTING UTILITIES, TYP. 33.57± M.E. 34.04 34.06 34.69 33.74 33.54 33.69 34.18 ADDRESSING THIS ISSUE. 33.56 33.12 33.54 33.19± M.E. 33.49 33.68 34.52 34.02

34.01± M.E. 32.99± M.E. 33.24± M.E. SUPPLEMENTARY UTILITY NOTES: 34.14± M.E. 33.43± M.E. 34.18 34.19 33.51± M.E. 34.19 33.64± M.E. 1. ALTHOUGH EVERY EFFORT HAS BEEN MADE TO IDENTIFY THE 33.68± M.E. 33.69± M.E. 33.07± M.E. 33.69± M.E. LOCATIONS, SIZES, ETC. OF EXISTING UTILITY LINES, THE CONTRACTOR IS CAUTIONED THAT THERE MAY BE INCOMPLETE/INCONSISTENT INFORMATION ON THE PLANS. THE CONTRACTOR SHALL PERFORM A THOROUGH INVESTIGATION 34.26 WITHIN THE FIRST 3 WEEKS OF THE PROJECT TO IDENTIFY ALL 33.76 EXISTING UTILITIES, THEIR LOCATIONS, ELEVATIONS AND SIZES, WHETHER BY SOFT DIG OR BY COORDINATION WITH THE UTILITY 1ƒ ( PROVIDERS. BEYOND THE INITIAL 3 WEEK PERIOD, ANY DELAYS OR ADDITIONAL COST ASSOCIATED WITH UTILITY ISSUES SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND THERE WILL BE NO ADDITIONAL COST TO THE OWNER/DEVELOPER.

2. THE CONTRACTOR IS DIRECTED TO CREATE A PHASING STRATEGY D DURING CONSTRUCTION TO ENSURE THAT SERVICES TO THE BUILDING, AS WELL AS PUBLIC ACCESS TO THE EXISTING STORE IS MAINTAINED AS EFFICIENTLY AS POSSIBLE. COORDINATION BETWEEN THE EROSION CONTROL PLANS MUST ALSO BE CONSIDERED IN PHASING IN ORDER TO KEEP JOB SITE CLEAN AND ORDERLY.

3. EXISTING RIMS AND COVERS OF MANHOLES, INLETS, CLEANOUTS, ETC. IN AREAS OF PAVEMENT REPLACEMENT/OVERLAY ARE TO BE ADJUSTED TO MATCH NEW GRADE ELEVATIONS. N ONLINE GROCERY PICKUP ADDITION SITE GRADING PLAN AND UTILITY STORE NO. 1960, CITY OF TAMPA, HILLSBOROUGH COUNTY, FLORIDA

THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT 20 0 20 40 COMPLETE SET OF PLANS. SEE GENERAL NOTES FOR MASTER LEGEND. Graphic Scale in Feet Sheet No. www.sunshine811.com C-5.0