Manatee County, Florida S36-T35s-R18e

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FINAL SITE PLAN / BY CONSTRUCTION PLANS FOR REVISIONS SHOPPES AT UTC DESCRIPTION

Sheet List Table SWFWMD ERP SWFWMD COUNTY S & D & COUNTY S PGA SUPERSTORE CONST. UTILITY Sheet Number Sheet Title

G-01 COVER SHEET DATE * * * G-02 GENERAL NOTES G-03 SWPPP 5 4 3 2 1 * * * 6 * * C-01 EXISTING CONDITIONS AND DEMOLITION PLAN NO. MANATEE COUNTY, FLORIDA * * * C-02 SITE PLAN * * C-03 SITE DETAILS * C-04 SITE DETAILS * C-05 GRADING AND DRAINAGE PLAN S36-T35S-R18E * * C-06 DRAINAGE DETAILS * * C-07 UTILITY PLAN * * C-08 UTILITY DETAILS PREPARED FOR * * C-09 UTILITY DETAILS * * C-10 UTILITY DETAILS BENDERSON DEVELOPMENT COMPANY * * LA-01 LANDSCAPE PLAN Tampa, Florida 33624 Florida Tampa, 4260 Ave. W. Linebaugh OPPES - PGA\CAD\PLANS\PLAN_COVER.DWG 7978 Blvd. Cooper Creek

7978 COOPER CREEK BLVD Resource Water University Park, 34201 University Park, Florida Phone: 813.265.3130 941.275.9721 Phone: UNIVERSITY PARK, FL 34201 00007652 CA www.wraengineering.com Engineering ~ Environmental Engineering

I N

R NORTH S T

. D LV B CRC K E E CAD CAD File Path: R C R E P O O C APPROVED: MRS DRAWN: COVER SHEET COVER CRC

UNIVERSITY PARKWAY DESIGNED:

PROJECT LOCATION 18E RNG: 5/1/2018 10:02:43 AM S:\~PROJECT FILES\1539 - UTC SH - BENDERSON CALL 48 HOURS BEFORE YOU DIG Plot Date:

IT'S THE LAW! TWN: DIAL 811 36 35S SEC: VICINITY MAP PERMITTING PROJECT LOCATION FINAL SITE PLAN / SHOPPES AT UTC - PGA SUPERSTORE UTCAT SHOPPES PGASUPERSTORE

PREPARED BY CONSTRUCTION PLANS 1539 ISSUED FOR: ISSUED #: JOB

Clint Ryan Cuffle, P.E. State of WRA Engineering ~ Environmental Florida, Professional Engineer, License No. 69139 2018 This item has been electronically Water Resource signed and sealed by Clint Ryan 7978 Cooper Creek Blvd., Suite 102 Cuffle, P.E. on 5/1/18 using a SHA authentication code. University Park, Florida 34201 Printed copies of this document are not considered signed and Phone: 941.275.9721 Fax: 813.275.9729 sealed and the SHA authentication code must be www.wraengineering.com verified on any electronic copies

Plot Date: 5/1/2018 Datum: NGVD 29

CLINT R. CUFFLE FL P.E. # G-01 2018 WRA Plot Date: 5/1/2018 9:56:55 AMCAD File Path: S:\~PROJECT FILES\1539 - BENDERSON - UTC SHOPPES - PGA\CAD\PLANS\PLAN_GENNOTES.DWG WATER AND SEWER CONSTRUCTION NOTES: GENERAL CONSTRUCTION NOTES: GENERAL SITE NOTES: STORMWATER FACILITY O&M GUIDELINES:FACILITY STORMWATER LANDSCAPE NOTES: Call 48 hours before48 hours you dig! Call 1-800-432- IT'S THE LAW! 4770 Datum: Date: Plot ufe ..o 5/1/18 using a SHA Cuffle, P.E. on This item has been electronically verified on any electronic copies Printed copies of this document signed and sealed by Clint Ryan Florida, Professional Engineer, are not considered signed and Clint Ryan Cuffle, P.E. State of authentication code must be Engineering ~ Environmental REVISIONS authentication code. sealed and the SHA License No. 69139

G-02 6

NGVD29 SHOPPES AT UTC Water Resource 5/1/2018 GENERAL NOTES 5 PGA SUPERSTORE 4260 W. Linebaugh Ave. 4 Tampa, Florida 33624 3 7978 Cooper Creek Blvd. University Park, Florida 34201 2 ISSUED FOR: PERMITTING www.wraengineering.com CA 00007652 1 JOB #: 1539 SEC: 36TWN: 35S RNG:18E DESIGNED: CRC DRAWN: MRS APPROVED: CRC Phone: 813.265.3130 941.275.9721 NO. DATE DESCRIPTION BY STORM WATER POLLUTION PREVENTION PLAN GENERAL EROSION AND TURBIDITY CONTROL NOTES BY

Call 48 hours before you dig! REVISIONS IT'S THE LAW! DESCRIPTION 1-800-432-4770 DATE 5 4 3 2 1 6 NO. Tampa, Florida 33624 Florida Tampa, PPES - PGA\CAD\PLANS\PLAN_SWPPP.DWG 4260 Ave. W. Linebaugh 7978 Blvd. Cooper Creek Water Resource Water University Park, 34201 University Park, Florida Phone: 813.265.3130 941.275.9721 Phone: www.wraengineering.com CA 00007652 CA www.wraengineering.com Engineering ~ Environmental Engineering CRC CAD CAD File Path: APPROVED: MRS SWPPP DRAWN: CRC DESIGNED: 18E RNG: 5/1/2018 9:57:00 AM S:\~PROJECT FILES\1539 - UTC SHO - BENDERSON Plot Date: TWN: 36 35S SEC: PERMITTING SHOPPES AT UTCAT SHOPPES PGASUPERSTORE 1539 ISSUED FOR: ISSUED #: JOB

Clint Ryan Cuffle, P.E. State of WRA Florida, Professional Engineer, License No. 69139 2018 This item has been electronically signed and sealed by Clint Ryan Cuffle, P.E. on 5/1/18 using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies

Plot Date: 5/1/2018 Datum: NGVD 29 G-03 BY REVISIONS DESCRIPTION

END CURB REMOVAL DATE 5 4 3 2 1 6 NO. EXISTING CURBING TO BE REMOVED STRIPING TO BE REMOVED

STRIPING TO BE REMOVED EXISTING CURBING TO BE REMOVED HYDRANT TO BE RELOCATED DUMPSTER ENCLOSURE TO BE REMOVED STRIPING TO BE REMOVED (TYP.) END CURB REMOVAL

STRIPING TO BE REMOVED (TYP.)

END CURB REMOVAL EXISTING CURBING Tampa, Florida 33624 Florida Tampa, PPES - PGA\CAD\PLANS\PLAN_DEMO.DWG TO BE REMOVED 4260 Ave. W. Linebaugh 7978 Blvd. Cooper Creek

SIDEWALK TO BE REMOVED Resource Water University Park, 34201 University Park, Florida SIDEWALK TO BE REMOVED Phone: 813.265.3130 941.275.9721 Phone: www.wraengineering.com CA 00007652 CA www.wraengineering.com Engineering ~ Environmental Engineering

END CURB REMOVAL STRIPING TO BE REMOVED (TYP.) END CURB REMOVAL SIDEWALK TO BE REMOVED STRIPING TO BE REMOVED EXISTING CURBING TO BE REMOVED CRC STRIPING TO BE REMOVED (TYP.) STRIPING TO BE REMOVED (TYP.) CAD CAD File Path:

EXISTING CURBING TO BE REMOVED END CURB REMOVAL APPROVED: MRS

STRIPING TO BE REMOVED (TYP.) DRAWN:

END CURB REMOVAL CRC EXISTINGCONDITIONS AND DEMOLITION PLAN DEMOLITION AND DESIGNED: 18E RNG: 5/1/2018 9:57:09 AM S:\~PROJECT FILES\1539 - UTC SHO - BENDERSON

Plot Date: ASPHALT PAVEMENT

TO BE REMOVED TWN:

1. THE EXISTING FEATURES SHOWN ARE BASED ON SURVEY INFORMATION AND PREVIOUSLY PERMITTED PLANS. : 36 35S 2. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH THE UTILITY COMPANIES AND OWNERS TO DISCONNECT EXISTING SERVICES 1. ASPHALT REMOVAL SHALL INCLUDE FULL DEPTH BASE REMOVAL. SEC: TO THE SITE PRIOR TO CONSTRUCTION. PERMITTING 2. IN AREAS WHERE THE PROPOSED ASPHALT IS TO MATCH EXISTING ASPHALT, 3. UNDERGROUND UTILITY SERVICES FOR GAS, SANITARY SEWER AND POTABLE WATER TO REMAIN DURING DEMOLITION UNLESS THE PAVEMENT SHALL BE MECHANICALLY SAWCUT TO ENSURE CLEAN STRAIGHT SHOPPES AT UTCAT SHOPPES OTHERWISE NOTED. SEE UTILITY PLAN FOR WORK REGARDING UNDERGROUND UTILITIES, OVERHEAD ELECTRICAL, TELEPHONE AND CABLE EDGES. THIS INCLUDES AREAS AFFECTED BY UTILITY INSTALLATION. PGASUPERSTORE

TV LINE AND POLES TO BE REMOVED WITHIN THE PROPERTY. 1539 3. ALL TREES INTENDED FOR REMOVAL ARE TO BE RELOCATED ON SITE OR 4. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL THE REQUIRED PERMITS AND APPROVAL PRIOR TO ANY ACTIVITY. REPLACED. SEE LANDSCAPE PLANS. ISSUED FOR: ISSUED #: JOB

5. ALL EXISTING STORM INLETS ARE TO BE PROTECTED AND MAINTAINED IN WORKING CONDITION. REFER TO EROSION CONTROL DETAILS 4. ALL TREES WITHIN CLOSE PROXIMITY OF THE PROPOSED CONSTRUCTION AREA Clint Ryan Cuffle, P.E. State of WRA ARE TO BE PROPERLY BARRICADED. Florida, Professional Engineer, AND SPECIFICATIONS. License No. 69139 2018 5. A TREE PERMIT MAY BE REQUIRED PRIOR TO ANY CONSTRUCTION, NATIVE This item has been electronically 6. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC. CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY signed and sealed by Clint Ryan AND/OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM THE SITE. VEGETATIVE REMOVAL WITHIN THE Cuffle, P.E. on 5/1/18 using a SHA DRIPLINE OF A TREE, AND / OR TREE REMOVAL. authentication code. Printed copies of this document 7. THE CONTRACTOR WILL FOLLOW ALL THE GUIDELINES AND REGULATIONS AS SET FORTH BY OSHA AND OTHER AGENCIES HAVING are not considered signed and sealed and the SHA JURISDICTION OVER THE JOB SITE. THE OWNER, OWNER'S REPRESENTATIVE, AND THE ENGINEER WILL NOT BE RESPONSIBLE FOR JOB SITE authentication code must be SAFETY PROCEDURES AND IMPLEMENTATION. verified on any electronic copies

8. DURING DEMOLITION THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING EROSION AND TRANSPORT OF SEDIMENTS TO INLETS, Plot Date: 5/1/2018 SURFACE DRAINS, AND OFF SITE AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RESTORATION EFFORTS THAT MAY BE REQUIRED. Datum: NGVD 29 9. DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT THE CONTRACTOR'S EXPENSE. C-01 BY REVISIONS DESCRIPTION DATE 5 4 3 2 1 6 NO.

STRIPED CROSSWALK

3 R4.50' R8.00' R5.00' R5.00' R10.00' TYPE D CURB (TYP.) R10.00' 19.00' R10.00' R10.00' 5.00' 24.00' HANDICAP RAMP 4 250.40' 12.00' Tampa, Florida 33624 Florida Tampa, PPES - PGA\CAD\PLANS\PLAN_SITE.DWG STRIPED CROSSWALK R10.00' R5.00' 4260 Ave. W. Linebaugh 7978 Blvd. Cooper Creek Water Resource Water

TYPE D CURB (TYP.) 34201 University Park, Florida 8.00' Phone: 813.265.3130 941.275.9721 Phone:

R5.00' 00007652 CA www.wraengineering.com 70.00' R10.00' 8 ~ Environmental Engineering 4 HANDICAP RAMP 12 9.00' 24.00' R10.00' HANDICAP RAMP 24.00' TYPE D CURB (TYP.) 19.00' 150.00' R4.50' 30.50' R5.00' 10 19.00' 24.00' R4.00' 9.00' 80.00' R10.00' 5 5

12 CRC R5.00' CAD CAD File Path: 280.91' 24.00' R10.00'

290.96' APPROVED: 5 R15.00' MRS R10.00' R10.00' TYPE D CURB (TYP.) 28.00' DRAWN: SITE PLAN CRC DESIGNED: 18E RNG: 5/1/2018 9:57:19 AM S:\~PROJECT FILES\1539 - UTC SHO - BENDERSON Plot Date: TWN:

1. ALL TRAFFIC CONTROL DEVICES SHALL COMPLY WITH THE LATEST EDITION OF THE MANUAL OF 36 35S UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND FDOT DESIGN STANDARDS. SEC: PERMITTING 2. STOP SIGNS WITHIN DEVELOPMENT SHALL BE 30" X 30". SHOPPES AT UTCAT SHOPPES 3. ALL SIGN RETROREFLECTIVITY MUST MEET THE MINIMUM REQUIREMENTS OF THE LATEST PGASUPERSTORE

VERSION OF THE MUTCD. 1539

4. ALL THERMOPLASTIC RETROREFLECTIVITY REQUIREMENTS SHALL BE COMPLETED IN ACCORDANCE WITH LATEST EDITION OF THE FLORIDA DEPARTMENT OF TRANSPORTATION FOR FOR: ISSUED #: JOB ROAD AND BRIDGE CONSTRUCTION, SECTION 711 FOR ROADWAY WITHIN MANATEE COUNTY RIGHT WRA OF WAY. SUBMIT RETROREFLECTIVITY CERTIFICATION WHEN COMPLETE PER SECTION 711.

2018 5. CROSSWALKS SHALL BE DELINEATED WITH A 12" SOLID WHITE PAVEMENT MARKING AS SHOWN.

6. 2' HANDICAP DETECTABLE WARNINGS SHALL BE INSTALLED ON EACH END OF EVERY CROSSWALK AS SHOWN ON PLAN.

7. ALL ROADWAY DESIGN SHALL BE IN ACCORDANCE WITH MANATEE COUNTY TRANSPORTATION DEPARTMENT ‐ HIGHWAY, TRAFFIC & STORMWATER STANDARDS, 2007.

Plot Date: 5/1/2018 Datum: NGVD 29 C-02

CRC RNG: TWN: APPROVED: DRAWN: DESIGNED: SEC: CRC 35S 36 DATE NO. MRS 18E BY JOB #: JOB DESCRIPTION 1539 Phone: 813.265.3130 941.275.9721 813.265.3130 Phone:

www.wraengineering.com CA 00007652 CA www.wraengineering.com ISSUED FOR: ISSUED PERMITTING 1

University Park, Florida 34201 Florida Park, University

7978 Cooper Creek Blvd. Creek Cooper 7978

3 Tampa, Florida 33624 Florida Tampa,

PGA SUPERSTORE PGA PLAN

4 4260 W. Linebaugh Ave. Linebaugh W. 4260

5 5/1/2018

SHOPPES AT UTC AT SHOPPES

GRADING AND DRAINAGE AND GRADING Water Resource Water 29 NGVD

6 C-05

Engineering ~ Environmental ~ Engineering REVISIONS Plot Date: Datum: EXISTING INLET EXISTING DRAINAGE PIPE FLOW DIRECTION PROPOSED GRADE SHOT EXISTING GRADE SHOT MEG GRADING AND DRAINAGE INDEX MEG MEG MEG MEG MEG CURB PER DETAILS UNLESS OTHERWISE NOTED. DISTURBED DURING CONSTRUCTION. BOTTOM TYPES SHALL BE APPROVED BY ENGINEER OF RECORD PRIOR TO INSTALLATION W W W W W EL=22.56 4. STORM STRUCTURE SHOP DRAWINGS INCLUDING STRUCTURE 3. SOD OR SEED TO STABILIZE ALL REMAINING OPEN SPACE AREAS 2. ALL SIDEWALKS SHALL BE 5' WIDE UNLESS OTHERWISE NOTED. 1. ALL CURBING SHALL BE MODIFIED FDOT TYPE F OR FDOT TYPE D

WITH GRATE W REPLACE CURB INLET TOP MEG MEG MEG MEG MEG MEG

MEG

2018 CAD File Path: File CAD Date: Plot WRA PPES - PGA\CAD\PLANS\PLAN_GRADING.DWG - PPES SHO UTC - BENDERSON - FILES\1539 S:\~PROJECT AM 9:57:29 5/1/2018 2018WRA Plot Date: 5/1/2018 9:57:38 AMCAD File Path: S:\~PROJECT FILES\1539 - BENDERSON - UTC SHOPPES - PGA\CAD\PLANS\DETAILS_DRAINAGE.DWG Datum: Date: Plot Engineering ~ Environmental REVISIONS

C-06 6

NGVD29 SHOPPES AT UTC Water Resource 5/1/2018 DRAINAGE DETAILS 5 PGA SUPERSTORE 4260 W. Linebaugh Ave. 4 Tampa, Florida 33624 3 7978 Cooper Creek Blvd. University Park, Florida 34201 2 ISSUED FOR: PERMITTING www.wraengineering.com CA 00007652 1 JOB #: 1539 SEC: 36TWN: 35S RNG:18E DESIGNED: CRC DRAWN: MRS APPROVED: CRC Phone: 813.265.3130 941.275.9721 NO. DATE DESCRIPTION BY