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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 CC 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. CC CC CC CC Revision CC CC CC (60' RIGHT-OF-WAY) Date CC CC 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 CC 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 6 : NO PARKING - FIRE LANE FIRE - PARKING NO CC CC CC PLANNING AND DEVELOPMENT DEPARTMENT Job No.: B150132 CC CC 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 1 ( C-2.1 TOPOGRAPHIC SURVEY 2379 BROAD STREET INTERSTATE 275 BROOKSVILLE, FLORIDA 34604 C-3.0 EROSION AND SEDIMENTATION CONTROL PLAN (352) 796-7211 1 ( 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/# 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.