PRELIMINARY ENGINEERING PLANS AND SPECIFICATIONS

(1)

THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTION BY EDC, INC. SHALL BE WITHOUT LIABILITY TO EDC, INC.

PRELIMINARY ENGINEERING PLANS AND SPECIFICATIONS KANNER CPUD FOR

SECTION 16, TOWNSHIP 38S, RANGE41E STUART, FLORIDA

KANNER CPUD - PRELIMINARY ENGINEERING 19 March 2021 #20-313

LOCATION MAP

Project Location

INDEX OF SHEETS

1. COVER

2. OVERALL PAVING, GRADING, & DRAINAGE PLAN 3. OVERALL UTILITY PLAN

4. PAVING, GRADING & DRAINAGE DETAILS 5. UTILITY DETAILS

6. UTILITY DETAILS 7. UTILITY DETAILS 8. UTILITY DETAILS 9. UTILITY DETAILS

10250 SW VILLAGE PKWY - SUITE 201 PORT SAINT LUCIE, FL 34987

 772-462-2455

(DATE) DAVID C. BAGGETT, P.E.

#81375

F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098

PORT SAINT LUCIE OFFICE

10250 SW VILLAGE PARKWAY - SUITE 201 PORT SAINT LUCIE, FL 34987

772-462-2455

 www.edc-inc.com

ENGINEERS SURVEYORS

ENVIRONMENTAL

Project Location

VICINITY MAP

SE INDIAN STREET KANNER HIGHWAY

SE WILLOUGHBY

BLVD

TO I-95

Z:\EDC-2020\20-313 - Costco Stuart - Kanner Highway\ENGINEERING\AutoCAD\DWGs\20-313 Preliminary Eng R1.dwg, Cover, 3/19/2021 8:49:35 AM, Jessica, EDC, Inc.

(2)

TOB

TOB TOB

TOB

TOB TOB TOB

TOB

TOB TOB

TOB

CART CART CART

CART

CART CART

TOB

CART

TOB TOB TOB

TOB

TOB TOB

TOB

D

EX 6-in FM EX 6-in FM EX 6-in FM EX 6-in FM EX 6-in FM EX 6-in FM

EX 6-in FM

EX 12-in WM EX 12-in WM EX 12-in WM EX 12-in WM EX 12-in WM EX 12-in WM

EX 12-in WM EX 12-in WM

EX 16-in WM

EX 16-in WM EX 16-in WM EX 12-in FM

EX 16-in WM

EX 12-in FM

EX FM

5.5'5.4'5.6' 5.5'5.9' 5.3' 5.9'6.0' 5.8' 5.7'5.0' 5.9' 5.8' 6.4'

5.7' 5.0'

4.6'

6.3' 6.3' 5.9'

7.0' 5.8' 5.6' 5.4' 5.5' 6.0' 6.3'

5.8' 6.8'6.0' 5.8' 5.9'

6.7' 6.2' 6.0' 6.5'

6.8'

6.7' 5.8' 7.0' 6.6'

6.5'

4.3'

5.9'

5.9' 5.7'

5.5'

8.0' 8.4'

6.9' 6.6'

7.6' 7.7' 6.7'

7.8' 8.0' 7.5'

7.8' 7.4' 9.3' 9.5' 8.9'

7.5' 9.7' 10.6'7.9' 10.9' 10.4' 8.3' 7.9'

6.5' 6.8' 9.1'

9.5'

20-313 2 OF 9

OVERALL PAVING, GRADING, & DRAINAGE PLAN

KANNER CPUD STUART FLORIDA

REVISION COMMENTS

DRAWN BY

DESIGNED BY JLW

DCB 04MAR21

20-313 preliminary eng r1.dwg FILENAME AS SHOWN SCALE DATE

Overall PGD LAYOUT

THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTION BY EDC, INC. SHALL BE WITHOUT LIABILITY TO EDC, INC. DATE

(DATE) DAVID C. BAGGETT, P.E.

#81375

10250 SW VILLAGE PARKWAY - SUITE 201 PORT SAINT LUCIE, FL 34987

772-462-2455

 www.edc-inc.com

ENGINEERS SURVEYORS ENVIRONMENTAL

10250 VILLAGE PARKWAY SUITE 201

PORT ST. LUCIE, FL 34987

 772-462-2455

80

INSTALL GATED RESIDENT ENTRANCE

RECREATION AREA POOL & CABANA

INSTALL GATED ENTRANCE

40' FDOT D.E.

(DB 2, PG 432)

PARCEL 704 SFWMD EASEMENT (ORB 2777, PG 782)

EX. CATCH BASIN RIM: 11.58

BUILDING 2 11,200 SF

BUILDING 1 8,050 SF

INSTALL LANDSCAPE BUFFER WALL

INSTALL GATED ENTRANCE

RETAIL, BULK MERCHANDISE INTERIOR FLOOR AREA: 157,531 SF

ENTRY VESTIBULE: 4,489 SF TOTAL BUILDING GSF: 162,020 GSF INSTALL

MAINTENANCE BUILDING

PERPETUAL EASEMENT ORB 2777, PG 282

INSTALL DUMPSTER &

RECYCLING INSTALL MEDIAN BREAK W/

CONTROLLED MOVEMENT (LEFT-IN, RIGHT-IN, &

RIGHT-OUT ONLY)

ELIMINATE / CLOSE EX. CONTROLLED MEDIAN BREAK

INSTALL MEDIAN BREAK W/ FULL MOVEMENT &

TRAFFIC SIGNAL

INSTALL RIGHT-IN &

RIGHT-OUT ONLY

INSTALL TRASH COMPACTOR

INSTALL FUEL FACILITY

EXISTING 6" FORCE MAIN

(CONTRACTOR TO CONFIRM SIZE AND LOCATION PRIOR TO CONSTRUCTION) EXISTING 12" WATER MAIN

(CONTRACTOR TO CONFIRM SIZE AND LOCATION PRIOR TO CONSTRUCTION) 9'

18'

12'

24'

33.67'

12.33' 12.33'

12' 12'

20'

32.34'

28.67'

20' 20'

20'

20' U.E.

ORB 1174, PG 761

24' LANDSCAPE BUFFER

25' LANDSCAPE BUFFER 15'

25' LANDSCAPE BUFFER & WALL 15'

15'

25' LANDSCAPE BUFFER & WALL

APPROX. LOCATION

EX. DRAINAGE CONNECTION FROM WILLOUGHBY BLVD

40.00' R/W STUART FARMS(PB 1, PG 63)(VACATED PER ORB 334, PG 1917)

EX. DMH RIM: 8.38

EX. COMMUNICATION MANHOLE RIM: 7.83

EX. DMH RIM: 10.58

EX. DMH RIM: 9.73

EX. DMH RIM: 9.18

EX. DMH RIM: 8.36

EXISTING 16" WATER MAIN (CONTRACTOR TO CONFIRM SIZE AND LOCATION PRIOR TO CONSTRUCTION)

EXISTING 12" FORCE MAIN (CONTRACTOR TO CONFIRM SIZE AND LOCATION PRIOR TO CONSTRUCTION)

EXISTING 6" TEE (FORCE MAIN) (CONTRACTOR TO CONFIRM SIZE AND LOCATION PRIOR TO CONSTRUCTION)

(CONTRACTOR TO CONFIRM SIZE AND LOCATION PRIOR TO CONSTRUCTION) GOVERNMENT LOT 6GOVERNMENT LOT 7

INSTALL CS-1a (CONTROL STRUCTURE)

INSTALL CS-1 (CONTROL STRUCTURE)

EX. FIRE HYDRANT

APPROXIMATE LOCATION OF 16" X 12" REDUCER (TO BE FIELD VERIFIED AS NEEDED)

APPROXIMATE LOCATION OF 12" GV

APPROXIMATE LOCATION OF 12" X 6" REDUCER & 6" GV (TO BE FIELD VERIFIED AS NEEDED)

EXISTING 16" WATER MAIN

(CONTRACTOR TO CONFIRM SIZE AND LOCATION PRIOR TO CONSTRUCTION)

EXISTING ARV (FORCE MAIN)

EXISTING ARV (WATER MAIN) EXISTING 16"x12" TEE & 12" GV

DRAINAGE STATEMENT:

THE PROPOSED PROJECT WILL CONSTRUCT A MASTER STORWATER MANAGEMENT SYSTEM CONSISTING OF A SERIES OF INTERCONNECTED WET DETENTION LAKES AND DRY RETENTION PONDS.

THE SYSTEM WILL BE DESIGNED TO SATISFY THE APPLICABLE CRITERIA OF THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT (SFWMD), CITY OF STUART, FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT), AND MARTIN COUNTY. THE PROJECT WILL PROVIDE THE REQUIRED 0.50" OF DRY PRE-TREATMENT FOR THE COMMERCIAL USE AREAS BY UTILIZING A MIX OF DRY RETENTION PONDS AND UNDERGROUND EXFILTRATION TRENCH. THE PROJECT WILL BE DESIGNED TO MEET THE ALLOWABLE DISCHARGE RATE FOR THE EXISTING DRAINAGE CONNECTIONS DOWNSTREAM TO THE KANNER HIGHWAY DRAINAGE SYSTEM. THIS INCLUDE CONSTRUCTING A DRAINAGE BYPASS SYSTEM TO PROVIDE CONVEYANCE OF OFF-SITE FLOWS THAT CURRENTLY DRAIN WEST THROUGH THE PROPERTY FROM THE SURROUNDING DRAINAGE BASIN AND WILLOUGHBY BLVD TO THE EAST. THE PROPOSED SYSTEM WILL ALSO EXPAND AN EXISTING FDOT LAKE ON-SITE THAT CURRENTLY SERVES KANNER HWY. THE EXPANDED LAKE WILL CONTINUE TO SERVE KANNER HWY IN ADDITION TO THE ON-SITE DEVELOPMENT. THE DEVELOPER SHALL FILE ALL REQUIRED PERMITS AND AGREEMENTS TO CONSTRUCT OR MODIFY THE PROPOSED INFRASTRUCTURE CURRENTLY SERVING OFF-SITE AREAS.

DATUM:

ALL ELEVATION ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988.

NGVD29 = NAVD88 + 1.475

EX. DRAINAGE CONNECTION FROM WILLOUGHBY BLVD

INSTALL CS-3a (CONTROL STRUCTURE) INSTALL CS-4

(CONTROL STRUCTURE) EXFILTRATION FOR DRY PRE-TREATMENT (FINAL LENGTHS AND DIMENSIONS TO BE DETERMINED ON FINAL CONSTRUCTION PLANS)

EX. PROJECT DRAINAGE OUTFALL 3

CONSTRUCT NEW STRUCTURE AT EX. FDOT CULVERT BENEATH KANNER HGWY EX. CONNECTION TO KANNER HGWY DRAINAGE SYSTEM EX. PROJECT

DRAINAGE OUTFALL 2

INSTALL CS-3 (CONTROL STRUCTURE IN FDOT LAKE)

APPROX. LOCATION OF OFF-SITE DRAINAGE FROM SURROUNDING PROPERTIES

& WILLOUGHBY BLVD ROW

WILLOUGHBY BLVD

KANNER HGWY

INSTALL PIPED BYPASS SYSTEM

FOR OFF-SITE DRAINAGE INSTALL PIPED BYPASS SYSTEM

FOR OFF-SITE DRAINAGE

INSTALL MITERED END-SECTION WITHIN EX. DITCH EX. DRAINAGE DITCH EX. PROJECT

DRAINAGE OUTFALL 1

AA

SEE TYPICAL EAST-WEST MAIN ROAD SECTION ON SHEET 4

NOTE:

THE DRAINAGE SYSTEM AND PROPOSED GRADING CRITERIA DEPICTED ON THIS SHEET IS PRELIMINARY AND SUBJECT TO CHANGE UPON FINAL DESIGN COORDINATION WITH STATE AND LOCAL REGULATORY ENTITIES

DRY RETENTION AREA 4 0.46 ACRES

EX. FDOT LAKE TO BE EXPANDED (TO LIMITS SHOWN HERE)

1.67 ACRES

LAKE 2 1.56 ACRES

LAKE 1 1.00 ACRES

DRY RETENTION AREA 3 0.53 ACRES BIO-DETENTION SHELF

0.41 ACRES

EX. POWER POLE

EX. POWER POLE EX. POWER POLE

POST DA B-NWW-4A

POST DA C-1

POST DA B-NWW-4.1

POST DA A-3

CONTROL ELEVATION = 3.00 NAVD MIN PAVEMENT ELEV. = 8.50 NAVD

(10YR-1DAY STORM EVENT) MIN FINISHED FLOOR ELEV. = 10.50 NAVD

100YR-3DAY STORM EVENT)

POST DA A-1

(10YR-1DAY STORM EVENT) MIN FINISHED FLOOR ELEV. = 12.50 NAVD

(100YR-3DAY STORM EVENT)

29.41'

25.34'

24.67'

25.33'

25.34'

28.67' 27.34'

25.34'

27.58'

25.34' 25.34' 25.34'

25.34' 25.34'

22.67' 16.67'

20' 20'

20' 20' 20' 20'

46.62'

28.67' 9'

18'

12' WIDE TRANSITION SPACE 12' WIDE

TRANSITION SPACE

12' WIDE TRANSITION SPACE

INSTALL CS-2 (CONTROL STRUCTURE)

POST DA-A-2

10YR-1DAY STORM EVENT) MIN FINISHED FLOOR ELEV. = 11.50 NAVD

(100YR-3DAY STORM EVENT) CONSTRUCT SWALE TO

CAPTURE DRAINAGE FROM NORTH P/L

EX. POND ON-SITE TO BE FILLED UP TO PROPERTY LINE (M.E.)

BUILIDNG 3 7,640 SF

BUILIDING 4 8,000 SF

27.34'

Z:\EDC-2020\20-313 - Costco Stuart - Kanner Highway\ENGINEERING\AutoCAD\DWGs\20-313 Preliminary Eng R1.dwg, Overall PGD, 3/19/2021 8:49:36 AM, Jessica, EDC, Inc.

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TOB

TOB TOB

TOB

TOB TOB TOB

TOB

TOB TOB

TOB

CART CART CART

CART

CART CART

TOB

CART

TOB TOB TOB

TOB

TOB TOB

TOB

D

EX 6-in FM EX 6-in FM EX 6-in FM EX 6-in FM EX 6-in FM EX 6-in FM

EX 6-in FM

EX 12-in WM EX 12-in WM EX 12-in WM EX 12-in WM EX 12-in WM EX 12-in WM

EX 12-in WM EX 12-in WM

EX 16-in WM

EX 16-in WM EX 16-in WM EX 12-in FM

EX 16-in WM

EX 12-in FM

EX FM

P 8-in WM P 8-in WM

P 8-in WM P 8-in WM P 8-in WM P 8-in WM P 8-in WM P 8-in WM P 8-in WM P 8-in WM P 8-in WM

P - WM P 6-in WM

P 6-in WM P 6-in WM

P 6-in WM

P 6-in WM P 6-in WM

P 6-in WM

P 8-in WM

P 8-in WM P 8-in WM P 8-in WM P 8-in WM P 8-in WM P 8-in WM

P 8-in WM

P 6-in WM P 6-in WM P - WM P - WM

P - WM

5.5'5.4'5.6' 5.5'5.9' 5.3' 5.9'6.0' 5.8' 5.7'5.0' 5.9' 5.8' 6.4'

5.7' 5.0'

4.6'

6.3' 6.3' 5.9'

7.0' 5.8' 5.6' 5.4' 5.5' 6.0' 6.3'

5.8' 6.8'6.0' 5.8' 5.9'

6.7' 6.2' 6.0' 6.5'

6.8'

6.7' 5.8' 7.0' 6.6'

6.5'

4.3'

5.9'

5.9' 5.7'

5.5'

8.0' 8.4'

6.9' 6.6'

7.6' 7.7' 6.7'

7.8' 8.0' 7.5'

7.8' 7.4' 9.3' 9.5' 8.9'

7.5' 9.7' 10.6'7.9' 10.9' 10.4' 8.3' 7.9'

6.5' 6.8' 9.1'

9.5'

20-313 3 OF 9

OVERALL UTILITY PLAN

KANNER CPUD STUART FLORIDA

REVISION COMMENTS

DRAWN BY

DESIGNED BY 04MAR21

Overall Utility LAYOUT

(DATE) DAVID C. BAGGETT, P.E.

#81375

772-462-2455

 www.edc-inc.com

ENGINEERS SURVEYORS ENVIRONMENTAL

10250 VILLAGE PARKWAY SUITE 201

PORT ST. LUCIE, FL 34987

 772-462-2455

FDOT LAKE TO BE EXPANDED (TO LIMITS SHOWN HERE)

1.67 ACRES

LAKE 2 1.56 ACRES

LAKE 1 1.00 ACRES

RECREATION AREA POOL & CABANA

40' FDOT D.E.

(DB 2, PG 432)

PARCEL 704 SFWMD EASEMENT (ORB 2777, PG 782)

EX. CATCH BASIN RIM: 11.58

INSTALL 25'x25' CITY OF STUART LIFT STATION

PERPETUAL EASEMENT ORB 2777, PG 282

INSTALL FUEL FACILITY

(CONTRACTOR TO CONFIRM SIZE AND LOCATION PRIOR TO CONSTRUCTION) EXISTING 12" WATER MAIN

(CONTRACTOR TO CONFIRM SIZE AND LOCATION PRIOR TO CONSTRUCTION) 20' U.E.

ORB 1174, PG 761

24' LANDSCAPE BUFFER

25' LANDSCAPE BUFFER 25' LANDSCAPE BUFFER & WALL

15'

25' LANDSCAPE BUFFER & WALL

APPROX. LOCATION

EX. CATCH BASIN & DRAINAGE PIPES

40' R/W STUART FARMS(PB 1, PG 63)(VACATED PER ORB 334, PG 1917)

EX. DMH RIM: 8.38

EX. COMMUNICATION MANHOLE RIM: 7.83

EX. DMH RIM: 10.58

EX. DMH RIM: 9.73

EX. DMH RIM: 9.18 EX. DMH RIM: 8.36

EXISTING 16" WATER MAIN (CONTRACTOR TO CONFIRM SIZE AND LOCATION PRIOR TO CONSTRUCTION)

EXISTING 6" TEE (FORCE MAIN) (CONTRACTOR TO CONFIRM SIZE AND LOCATION PRIOR TO CONSTRUCTION)

(CONTRACTOR TO CONFIRM SIZE AND LOCATION PRIOR TO CONSTRUCTION) GOVERNMENT LOT 6GOVERNMENT LOT 7

EX. FIRE HYDRANT

APPROXIMATE LOCATION OF 16" X 12" REDUCER (TO BE FIELD VERIFIED AS NEEDED)

APPROXIMATE LOCATION OF 12" GV APPROXIMATE LOCATION OF

12" X 6" REDUCER & 6" GV (TO BE FIELD VERIFIED AS NEEDED)

EXISTING 16" WATER MAIN

(CONTRACTOR TO CONFIRM SIZE AND LOCATION PRIOR TO CONSTRUCTION)

EXISTING ARV (FORCE MAIN)

EXISTING ARV (WATER MAIN) EXISTING 16"x12" TEE & 12" GV CONNECT TO EX. 6" FM

W/ 6" TEE & 6" GV

80

INSTALL ±1,296 LF 8" WATER MAIN

CONNECT TO EX. 16" WM W/

16" TEE, 16" GV, & 16"x8" REDUCER INSTALL PLUG FOR FUTURE

WATER MAIN CONNECTION

INSTALL 8" GRAVITY SEWER (TYP)

INSTALL 6" SEWER SERVICE (TYP)

INSTALL 6"

SEWER SERVICE (TYP) INSTALL 8" GRAVITY

SEWER (TYP)

INSTALL 6" SEWER SERVICE (TYP)

INSTALL 6" SEWER SERVICE (TYP) INSTALL 8" GRAVITY

SEWER (TYP)

INSTALL 8" GRAVITY SEWER (TYP)

INSTALL 8"x8" TEE & 8" GV

INSTALL (1) TEE INSTALL

(1) WET TAP & VALVE (1) METER & RPZ ASSEMBLY (1) DDCV ASSEMBLY

INSTALL FIRE HYDRANT (TYP) INSTALL

(1) WET TAP & VALVE (1) METER & RPZ ASSEMBLY (1) DDCV ASSEMBLY

INSTALL (1) WET TAP & VALVE (1) METER & RPZ ASSEMBLY (1) DDCV ASSEMBLY

INSTALL FIRE HYDRANT (TYP)

INSTALL

16"x8" WET TAP & GV

INSTALL

(1) WET TAP & VALVE (1) METER & RPZ ASSEMBLY

INSTALL FIRE HYDRANT (TYP) INSTALL FIRE

HYDRANT (TYP) INSTALL FIRE

HYDRANT (TYP)

UTILITY STATEMENT:

WATER, SEWER, AND FIRE PROTECTION SERVICE WILL BE PROVIDED BY THE CITY OF STUART UTILITIES DEPARTMENT VIA CONNECTIONS TO EXISTING MAINS LOCATED ON THE SOUTHERN AND EASTERN PROPERTY BOUNDARIES. THE PROPOSED PROJECT WILL CONSTRUCT ON-SITE UTILITY INFRASTRUCTURE THROUGHOUT THE PUD TO SERVE THE MULTIPLE USES WITHIN THE DEVELOPMENT. ALL UTILITY DESIGN AND CONSTRUCTION WILL BE IN CONFORMANCE WITH THE LATEST STANDARDS OF THE CITY OF STUART AND THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECITON (FDEP). THE ON-SITE UTILITY SYSTEM FOR WATER, SEWER, AND FIRE PROTECTION WILL BE PRIVATELY OWNED, OPERATED, AND MAINTAINED BY THE DEVELOPER OR A DESIGNATED PROPERTY OWNERS ASSOCIATION UPON PROPER LEGAL ESTABLISHMENT.

THE PRIVATE ON-SITE UTILITY INFRASTURCTURE WILL CONSIST OF A GRAVITY SEWER SYSTEM, SEWER AND WATER SERVICES TO THE BUILDINGS, GREASE TRAPS (WHERE REQUIRED), A PRIVATE FIRE PROTECTION MAIN, AND THE ASSOCIATED APPURTENANCES. ALL POINTS OF SERVICE FOR WATER AND SEWER SHALL BE LOCATED WITHIN AN EXISTING RIGHT-OF-WAY OR CITY OF STUART UTILITY EASEMENT. THE ONLY PUBLIC UTILITY TO BE CONSTRUCTED ON-SITE SHALL BE A NEW CITY OF STUART WASTEWATER LIFT STATION. THE LIFT STATION WILL BE DESIGNED TO SERVE THE ENTIRE PUD AND SHALL BE CONSTRUCTED ADJACENT TO THE KANNER HIGHWAY RIGHT-OF-WAY AS SHOWN ON THE SITE PLAN. THE DEVLEOPER SHALL EXTEND AN EXISTING CITY OF STUART WATER MAIN ACROSS THE PROPERTY FRONTAGE ON KANNER HIGHWAY. THE PROPOSED GRAVITY SEWER WILL COLLECT WASTEWATER FROM THE VARIOUS USES AND CONVEY IT TO THE PROPOSED CITY OF STUART LIFT STATION. THE LIFT STATION WILL DISCHARGE TO AN EXISTING CITY OF STUART FORCE MAIN LOCATED AT THE SOUTHERN PROPERTY BOUNDARY.

A PRIVATE FIRE PROTECTION MAIN SHALL BE CONSTRUCTED THROUGH THE PUD WITH CONNECTIONS TO BUILDINGS SPRINKLER SYSTEMS, HYDRANTS, AND FIRE DEPARTMENT CONNECTIONS (FDC'S). THE DEVELOPER SHALL FILE ALL REQUIRED PERMITS AND AGREEMENTS PRIOR TO CONSTRUCTING OR MODIFYING ANY PORTION OF UTILITY INFRASTRUCTURE ASSOCIATED WITH THE APPROVED SITE PLAN. THE DEVELOPMENT WILL RECIEVE ELECTRICAL AND COMMUNICATION SERVICE FROM LOCAL PROVIDER SYSTEMS THAT EXIST ON KANNER HIGHWAY AND

WILLOUGHBY BOULEVARD. PRIOR TO CONSTRUCTION COMPLETION THE DEVELOPER SHALL PROVIDE EASEMENTS FOR ON-SITE PRIVATE ELECTRICAL AND COMMUNICATION UTILITIES WHERE REQUIRED.

DATUM:

ALL ELEVATION ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988.

NGVD29 = NAVD88 + 1.475

NOTE:

THE “UTILITY" SYSTEM LAYOUT DEPICTED ON THIS SHEET IS PRELIMINARY AND SUBJECT TO CHANGE UPON FINAL DESIGN

COORDINATION WITH STATE AND LOCAL REGULATORY ENTITIES

BIO-DETENTION SHELF 0.41 ACRES

BUILIDING 4 8,000 SF

BUILIDNG 3 7,640 SF

INSTALL GREASE TRAP (TYP) FINAL SIZING TBD @ FINAL

CONSTRUCTION PLANS INSTALL GREASE TRAP (TYP)

FINAL SIZING TBD @ FINAL CONSTRUCTION PLANS INSTALL GREASE TRAPS (TYP)

FINAL SIZING TBD @ FINAL CONSTRUCTION PLANS

INSTALL GREASE TRAPS (TYP) FINAL SIZING TBD @ FINAL CONSTRUCTION PLANS EX. POWER POLE

EX. POWER POLE

EX. POWER POLE EX. POWER POLE

INSTALL

8" PRIVATE FIRE LINE

INSTALL

INSTALL FIRE LINE TO BUILDING (TYP)

INSTALL FDC (TYP)

INSTALL FIRE LINE TO BUILDING (TYP)

INSTALL FDC (TYP)

INSTALL

INSTALL FIRE LINE TO BUILDING (TYP) INSTALL

FDC (TYP) INSTALL

(1) WET TAP & VALVE

(1) 1" METER & RPZ ASSEMBLY

(1) 3/4" HOSE BIB FOR L.S. INSTALL FIRE

HYDRANT (TYP) INSTALL

8" TEE

INSTALL 8" RPZ

INSTALL FIRE LINE TO BUILDING (TYP) INSTALL

FDC (TYP) INSTALL FIRE HYDRANT (TYP) INSTALL FIRE LINE

TO BUILDING (TYP)

INSTALL FDC (TYP)

(1) TEE INSTALL

(1) TEE INSTALL (1) TEE INSTALL

(1) TEE INSTALL

(1) TEE

INSTALL (1) TEE INSTALL (1) TEE

INSTALL (1) TEE

(1) TEE INSTALL

(1) TEE

INSTALL (1) TEE

INSTALL (1) TEE INSTALL WATER

SERVICE TO BUILDING (TYP)

INSTALL WATER SERVICE TO BUILDING (TYP)

INSTALL 8" DDCV

INSTALL

(1) 16"x8" WET TAP & 8" GV (1) 6" REDUCER

(1) METER & RPZ INSTALL

FDC (TYP)

INSTALL FDC (TYP)

INSTALL GREASE TRAP (TYP) FINAL SIZING TBD @ FINAL CONSTRUCTION PLANS INSTALL 6" SEWER

SERVICE (TYP)

INSTALL 6" SEWER SERVICE (TYP) INSTALL

FDC (TYP)

WILLOUGHBY BLVD

KANNER HGWY

JLWDCB

RETAIL, BULK MERCHANDISE INTERIOR FLOOR AREA: 157,531 SF

ENTRY VESTIBULE: 4,489 SF TOTAL BUILDING GSF: 162,020 GSF BUILDING 2

11,200 SF BUILDING 1

8,050 SF

Z:\EDC-2020\20-313 - Costco Stuart - Kanner Highway\ENGINEERING\AutoCAD\DWGs\20-313 Preliminary Eng R1.dwg, Overall Utility, 3/19/2021 8:49:41 AM, Jessica, EDC, Inc.

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20-313 4 OF 9

PAVING, GRADING, & DRAINAGE DETAILS

KANNER CPUD STUART FLORIDA

REVISION COMMENTS

DRAWN BY

DESIGNED BY 04MAR21

PGD Details LAYOUT

(DATE) DAVID C. BAGGETT, P.E.

#81375

772-462-2455

 www.edc-inc.com

ENGINEERS SURVEYORS ENVIRONMENTAL

10250 VILLAGE PARKWAY SUITE 201

PORT ST. LUCIE, FL 34987

 772-462-2455

TYPICAL LAKE SECTION

*NOTE: LAKES TO BE EXCAVATED TO A MINIMUM OF 12' BELOW CONTROL ELEVATION UNLESS THE BORING LOGS REVEAL EXCEPTIONAL MATERIAL AND LAKE SIZE ALLOWS FOR DEEPER MATERIAL.

C.E.

2 1 2

1 4 MAX

12' MIN / 25' MAX 2'

VARIES 10'

MAINT. ESMT. 20'

10' LITTORAL

1 1 10

1 4 8'

4 1

LITTORAL PLANTINGS (10:1 MAX SLOPE)

BOTTOM OF LAKE

4 MAX 1 10' MAINT. ESMT. 20' 10' LITTORAL

10 1 8'

TOB

1. Use 3,000 P.S.I. concrete at 28 days for construction.

NOTES:

R=2"

R=3/4"

6"

18"

TYPE "D" CURB

2. Subgrade to extend an additional 6" beyond Type "D" Curb.

Base

6"

Pav't

Subgrade

TYPE "D"

CURB

3. Type "D" Curb to be constructed in accordance with FDOT Standard plans 520-001.

*

*NOTE: WHEN USED ON HIGH SIDE OF ROADWAYS, THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT THE THICKNESS OF THE LIP SHALL BE 6", UNLESS OTHERWISE SHOWN ON PLANS.

8"

2'-0"

R Std. 6" Min.

1'-6"

6"

2" R 3" R

6"

1'-0"

6"

TYPE "F" CURB DETAIL

NOT TO SCALE NOT TO SCALE

4" THICK ON-SITE SIDEWALK DETAIL

NOTES:

1. Use 3,000 P.S.I. Concrete At 28 Days for sidewalk construction.

2. Sidewalk thickness to be increased to 6" thick at driveway locations.

3. All repairs required during construction shall be removed and replaced 10' minimum to next full joint.

4. All sidewalk within FDOT right-of-way to be constructed per Standard plans 522-001.

NOT TO SCALE

TYPICAL ON-SITE PAVEMENT SECTION

1" FDOT TYPE SP-9.5 1-1/2" FDOT TYPE SP-12.5 95% Laboratory Marshall Density

8" LIMEROCK OR COQUINA BASE 98% Modified Proctor test max. dry density, LBR min of at least 100

12" min. STABILIZED SUB-BASE COURSE 98% Modified Proctor test max. dry density Stabilized to an LBR of at least 40

2% MAX

NOT TO SCALE

MARTIN COUNTY ENGINEERING - STANDARD DETAILS ^DETAIL

FLEXIBLE PAVEMENT SECTIONS R-10

^>.

· · ·

>.

· · ·

>

· · ·

· · BOTTOM

TYPICAL DRY RETENTION SECTION

1 4

4 1

*NOTE: SOD ALL DISTURBED AREAS

12' (VARIES) 12'

3'

TOB

R/W R/W

TYPICAL EAST-WEST MAIN ROAD SECTION

NOT TO SCALE

8'

TYPICAL ON-SITE SIDEWALK SECTION

F-CURB TYPICAL ON-SITE

PAVEMENT SECTION

2% MAX

8'

15' 20' ROADWAY

2% MAX 2% MAX

4 MAX 1

^DCB ^JLW

Z:\EDC-2020\20-313 - Costco Stuart - Kanner Highway\ENGINEERING\AutoCAD\DWGs\20-313 Preliminary Eng R1.dwg, PGD Details, 3/19/2021 8:49:44 AM, Jessica, EDC, Inc.

(5)

20-313 5 OF 9

UTILITY DETAILS

KANNER CPUD STUART FLORIDA

REVISION COMMENTS

DRAWN BY

DESIGNED BY 04MAR21

Utility Details LAYOUT

(DATE) DAVID C. BAGGETT, P.E.

#81375

772-462-2455

 www.edc-inc.com

ENGINEERS SURVEYORS ENVIRONMENTAL

10250 VILLAGE PARKWAY SUITE 201

PORT ST. LUCIE, FL 34987

 772-462-2455

STANDARD SEPARATION STATEMENT FOR WATER / SEWER CONFLICTS

DATE:

FILE NAME:

SHEET NUMBER STANDARD UTILITY DETAILS

City of Stuart Public Works Department

4 CONFLICT NOTES WATER and SEWER

CITY OF STUART PAVEMENT RESTORATION DETAIL

(ASPHALT)

DATE:

FILE NAME:

7 DETAIL (ASPHALT) PAVEMENT RESTORATION

TYPICAL TRENCH DETAIL

DATE:

FILE NAME:

9 DETAIL

TYPICAL TRENCH CITY OF STUART

WATER DISTRIBUTION NOTES

DATE:

FILE NAME:

1 NOTES

WATER DISTRIBUTION

CITY OF STUART

WATER DISTRIBUTION NOTES

CONTINUED

DATE:

FILE NAME:

2 NOTES

WATER DISTRIBUTION

WASTEWATER CONSTRUCTION NOTES CITY OF STUART

DATE:

FILE NAME:

3 NOTES

WASTEWATER CONSTRUCTION

JLWDCB

Z:\EDC-2020\20-313 - Costco Stuart - Kanner Highway\ENGINEERING\AutoCAD\DWGs\20-313 Preliminary Eng R1.dwg, Utility Details, 3/19/2021 8:49:49 AM, Jessica, EDC, Inc.

(6)

20-313 6 OF 9

UTILITY DETAILS

KANNER CPUD STUART FLORIDA

REVISION COMMENTS

DRAWN BY

DESIGNED BY 04MAR21

Utility Details (2) LAYOUT

(DATE) DAVID C. BAGGETT, P.E.

#81375

772-462-2455

 www.edc-inc.com

ENGINEERS SURVEYORS ENVIRONMENTAL

10250 VILLAGE PARKWAY SUITE 201

PORT ST. LUCIE, FL 34987

 772-462-2455

TYPICAL POTABLE / RECLAIMED WATER METER WITH BACKFLOW PREVENTER ASSEMBLY

5/8" X 3/4" & 1"

( COMMERCIAL / IRRIGATON)

BACKFLOW DEVICE MUST BE LANDSCAPED

M

DATE:

FILE NAME:

29 PREVENTER ASSEMBLY TYPICAL BACKFLOW

PLAN

PROFILE

1.5" & 2" POTABLE / RECLAIMED WATER METER & BACKFLOW PREVENTER ASSEMBLY SERVICE

(COMMERCIAL)

DATE:

FILE NAME:

30 PREVENTER ASSEMBLY TYPICAL BACKFLOW BACKFILLING REQUIREMENTS

DATE:

FILE NAME:

10 REQUIREMENTS BACKFILLING

OVER CITY OF STUART UTILITIES TYPICAL FIRE HYDRANT ASSEMBLY

DATE:

FILE NAME:

25 ASSEMBLY

TYPICAL FIRE HYDRANT

BACTERIOLOGICAL SAMPLING POINT DETAIL

DATE:

FILE NAME:

28 POINT DETAIL

BACTERIOLOGICAL SAMPLING

UTILITY CROSSING DETAIL

DATE:

FILE NAME:

15 DETAIL

UTILITY CROSSING

JLWDCB

Z:\EDC-2020\20-313 - Costco Stuart - Kanner Highway\ENGINEERING\AutoCAD\DWGs\20-313 Preliminary Eng R1.dwg, Utility Details (2), 3/19/2021 8:49:50 AM, Jessica, EDC, Inc.

(7)

20-313 7 OF 9

UTILITY DETAILS

KANNER CPUD STUART FLORIDA

REVISION COMMENTS

DRAWN BY

DESIGNED BY 04MAR21

(DATE) DAVID C. BAGGETT, P.E.

#81375

772-462-2455

 www.edc-inc.com

ENGINEERS SURVEYORS ENVIRONMENTAL

10250 VILLAGE PARKWAY SUITE 201

PORT ST. LUCIE, FL 34987

 772-462-2455

PLAN

SECTION A-A

SECTION B-B

WATER METER / BACKFLOW PREVENTER ASSEMBLY - FIRE SERVICE w/ DOMESTIC SUPPLY

DATE:

FILE NAME:

32 FIRE SERVICE w/ DOMESTIC SUPPLY WATER METER/BACKFLOW PREVENTER-

PLAN

SECTION A-A

DOUBLE CHECK VALVE

w/ DETECTOR CHECK ASSEMBLY / FIRE SERVICE

PLANTINGS MUST SCREEN AT PLANT HEIGHT,NO GROW IN PERIOD.

DATE:

FILE NAME:

33 w/ DETECTOR CHECK ASSEMBLY DOUBLE CHECK VALVE

SHALLOW MANHOLE

(DEPTH LESS THAN 5'-0")

DATE:

FILE NAME:

36 (DEPTH LESS THAN 5'-0") SHALLOW MANHOLE

DATE:

FILE NAME:

37 MANHOLE

STANDARD

STANDARD MANHOLE SERVICE CONNECTION

(LATERAL)

DATE:

FILE NAME:

41 (LATERAL)

SERVICE CONNECTION

TERMINAL/ SERVICE LATERAL CLEANOUT DETAIL

DATE:

FILE NAME:

43 CLEANOUT DETAIL

TERMINAL/SERVICE LATERAL

JLWDCB

(8)

20-313 8 OF 9

UTILITY DETAILS

KANNER CPUD STUART FLORIDA

REVISION COMMENTS

DRAWN BY

DESIGNED BY 04MAR21

(DATE) DAVID C. BAGGETT, P.E.

#81375

772-462-2455

 www.edc-inc.com

ENGINEERS SURVEYORS ENVIRONMENTAL

10250 VILLAGE PARKWAY SUITE 201

PORT ST. LUCIE, FL 34987

 772-462-2455

----

--- ---

--- --- ---

--- ---

---

--- ---

---

WASTEWATER SERVICE TAP DETAIL

DATE:

FILE NAME:

44 TAP DETAIL

WASTEWATER SERVICE

PLAN

TYPICAL LIFT STATION DETAIL

DATE:

FILE NAME:

52 LIFT STATION DETAIL TYPICAL

TYPICAL LIFT STATION DATA

DATE:

FILE NAME:

53 LIFT STATION DATA TYPICAL

TYPICAL LIFT STATION SITE PLAN

DATE:

FILE NAME:

54 LIFT STATION PLAN TYPICAL

TYPICAL L/S CONTROL PANEL

DATE:

FILE NAME:

56 L/S CONTROL PANEL TYPICAL

---

--- ---

---

8.00

SECTION

LIFT STATION TREMIE POUR DETAIL

DATE:

FILE NAME:

55 POUR DETAIL

LIFT STATION TREMIE

JLWDCB

(9)

20-313 9 OF 9

UTILITY DETAILS

KANNER CPUD STUART FLORIDA

REVISION COMMENTS

DRAWN BY

DESIGNED BY 04MAR21

(DATE) DAVID C. BAGGETT, P.E.

#81375

772-462-2455

 www.edc-inc.com

ENGINEERS SURVEYORS ENVIRONMENTAL

10250 VILLAGE PARKWAY SUITE 201

PORT ST. LUCIE, FL 34987

 772-462-2455

DATE:

FILE NAME:

59 EQUIPMENT SCHEDULE LIFT STATION

GENERAL ELECTRICAL NOTES

SPECIFIC ELECTRICAL NOTES

DATE:

FILE NAME:

60 NOTES

ELECTRICAL

ELECTRICAL LEGEND

DATE:

FILE NAME:

61 LEGEND

ELECTRICAL

DATE:

FILE NAME:

62 REAR VIEW

L/S CONTROL PANEL

DATE:

FILE NAME:

63 TCU PANEL

JLWDCB

(10)

A A 20-313 1 OF 1 LAKE EXCAVATION VS

RETENTION EXHIBIT

COSTCO - KANNER HIGHWAY PUD

STUART FLORIDA

REVISION COMMENTS

DRAWN BY DESIGNED BY MDL MDL

10MAR2021

20-313 detention area exhibit.dwg

FILENAME AS SHOWN SCALE DATE

Retention Exhibit LAYOUT

THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUT

HORIZATION AND ADOPTION BY EDC, INC. SHALL BE WITHOUT LIABILITY TO EDC, INC.

DATE

(DATE)

DAVID C. BAGGETT, P.E. #81375

10250 SW VILLAGE PARKWAY - SUITE 201 PORT SAINT LUCIE, FL 34987 772-462-2455

 www.edc-inc.com F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098

ENGINEERS SURVEYORS ENVIRONMENTAL 10250 VILLAGE PARKWAY SUITE 201 PORT ST. LUCIE, FL 34987  772-462-2455 TYPICAL LAKE SECTION A-A

C.E. 2

1 2

1 4 MAX 25'

2' ±122'

10'

20' MAINT. ESMT. 10' LITTORAL 1

1 10 1 4

8' 1 4

LITTORAL PLANTINGS (10:1 MAX SLOPE) BOTTOM OF LAKE

10'

20' MAINT. ESMT. 10' LITTORAL 1 10

8'

TOB RETENTION TOE

RETENTION AREA

Page 1 of 1 Cut/Fill Report Generated: By user: Drawing:

2021-03-10 16:10:38 Mark Z:\EDC-2020\20-313 - Costco Stuart - Kanner Highway\ENGINEERING\AutoCAD\DWGs\Z:\EDC-2020\20-313 - Costco Stuart - Kanner Highway\ENGINEERING\AutoCAD\DWGs\20-313 Detenti on Area Exhibit.dwg Volume Summary Name Type Surface1 full Totals

2d Area (Sq. Ft.)

Total

Cut (Cu. Yd.) Fill (Cu. Yd.) 72900.00 31606.35 0.00 Net (Cu. Yd.) 31606.35<Cut> * Value adjusted by cut or fill factor other than 1.0

Cut Factor Fill Factor

2d Area (Sq. Ft.) Cut (Cu. Yd.) Fill Net (Cu. Yd.) 1.0000 1.0000 72900.00 31606.35 0.00

(Cu. Yd.) 31606.35<Cut> file:///C:/Users/Mark/AppData/Local/Temp/CutFillReport.xml 3/10/ 2021

8' 10' 10' 1' 46' 122' 270' 270'

TOP OF BANK RETENTION/DETENTION TOE CONTROL ELEVATION POND TOE

Z:\EDC-2020\20-313 - Costco Stuart - Kanner Highway\ENGINEERING\AutoCAD\DWGs\20-313 Detention Area Exhibit.dwg, 3/10/2021 4:26:40 PM, DWG To PDF.pc3

(11)

TOB TOB

TOB

TOB TOB

TOB

CARTCARTCART

CART

CARTCART

TOB TOB

CART

CART TOB

TOB

TOB TOB

TOB

D

POST DA A-1

70'

115' 70'

12'

12' 160' 50' 76'

54.33' 65.33'

12'

CARTCARTCART

CART

CARTCART

CART

CART 25'27.39'

25'

5'

20' 5'

25'

48.79'

32.14'

38.8'

16.68'

47.17'

49.83'

66.83'

RETAIL, BULK MERCHANDISE INTERIOR FLOOR AREA: 157,531 SF

ENTRY VESTIBULE: 4,489 SF TOTAL BUILDING GSF: 162,020 GSF

6.8' 5.8' 6.0'

20-313 - costco master site plan4 auto turn.dwg A-TURN GARBAGE TRUCK

Know what's

below

^.

Call

before you dig.

www.callsunshine.com It's fast.

It's free.

It's the law.

EXISTING METER

PROPOSED PAVEMENT PROPOSED MITERED END SECTION PROPOSED SIGN

HANDICAP PARKING SYMBOL EXISTING CONCRETE EXISTING PAVEMENT

PROPOSED CONCRETE

GARBAGE TRUCK TURNING EXHIBIT

20-313

STUART FLORIDA

FLORIDA

REVISION COMMENTS

DRAWN BY

DESIGNED BY JJL

DB 19MARCH2021FILENAME AS SHOWN SCALE DATELAYOUT

(DATE)

772-462-2455

PORT SAINT LUCIE OFFICE 10250 SW VILLAGE PARKWAY - SUITE 201

PORT SAINT LUCIE, FL 34987

772-462-2455

 www.edc-inc.com

ENGINEERS SURVEYORS

01 OF 01

KANNER CPUD

Z:\EDC-2020\20-313 - Costco Stuart - Kanner Highway\ENGINEERING\AutoCAD\DWGs\20-313 - Costco Master Site Plan4 AUTO TURN.dwg, A-TURN GARBAGE TRUCK, 3/19/2021 10:53:25 AM, James, EDC, Inc.

(12)

TRACT 5

STUART FARMS PLAT BOOK 1, PAGE 63 MARTIN COUNTY, FLORIDA.

TRACT 6

STUART FARMS PLAT BOOK 1, PAGE 63 MARTIN COUNTY, FLORIDA.

CROSSINGS AT INDIAN RUN

PLAT BOOK 14, PAGE 37 MARTIN COUNTY, FLORIDA.

CROSSINGS AT INDIAN RUN

PLAT BOOK 14, PAGE 37 MARTIN COUNTY, FLORIDA.

32.06'

70'

115' 70'

12'

12' 160' 50' 76'

54.33' 65.33' Building 1

8,050 SF Building 2

11,200 SF

BUILDING 3

7,640 sf

12'

TOB

LAKE 2 LAKE 1

GATED ENTRANCE TOP OF BANK

TOP OF BANK

GATED ENTRANCE

MAINTENANCE BUILDING

20' 50'

25.02'

RECREATION POOL & AREA CABANA

GATED RESIDENT ENTRANCE

LANDSCAPE BUFFER & WALL

20' 20'

9.83' 15' 10'

APPROXIMATE EDGE OF WATER

APPROXIMATE EDGE OF WATER TOP OF BANK

LIFT STATION

(APPROXIMATE LOCATION)

Zoning: A-1A

Land Use: Low Density

Existing Use: Lychee Tree Nursery

Zoning: CPUD

Land Use: Commercial Existing Use: Vacant Zoning: RPUD

Land Use: Multi-Family Residential Existing Use: Multi-Family

Zoning: A-1A

Land Use: Low Density Existing Use: Single Family Zoning: PS

Land Use: General Institutional

Existing Use: Martin County High School

Zoning: RPUD

Land Use: Multi-Family Residential Existing Use: Multi-Family

20' EASEMENT (O.R. BOOK 1174, PAGE 761)

4 STORY MULTIFAMILY BUILDING

(144 UNITS)

4 STORY MULTIFAMILY BUILDING

(94 UNITS)

4 STORY MULTIFAMILY BUILDING GROUND FLOOR PARKING

(90 UNITS)

MULTIFAMILY BUILDING 4 STORY

MULTIFAMILY BUILDING

(70 UNITS)

25' WIDE

GARAGE (TYP.) 15'

FUEL TRUCK PARKING AREA CONTROLLER OFFICE LOADING DOCK

LOADING AND SERVICE AREA

COMPACTORS

FUTURE ACCESS

RETENTION DRY AREA 1

RETENTION DRY AREA 2

DUMPSTER &

RECYCLING

TOB

DOT BASIN

16' 24' 18' 10'

15' 15'

Building 4 8,600 sf

MONUMENT OR FREESTANDING SIGN

LANDSCAPE BUFFER AND BERM

8' SIDEWALK

LANDSCAPE BUFFER PERPETUAL EASEMENT (O.R. BOOK 2777, PAGE 282) TOB

TOB

1st. FLOOR GARAGE W/ TANDEM PARKING (TYP.)

SERVICE AREA

W/ DUMPSTER

15.82'

25' 8' SIDEWALK

8' WIDE SIDEWALK

25' WIDE LANDSCAPE BUFFER & WALL

30'28' 18.58'

30' 15.89'

10'

96.33' 147.5'

36'

12'

MARTIN COUNTY ACCESS STRIP (O.R. BOOK 882, PAGES 783 & 785)

10'

20'

20' 24' 12' 5'

6' WIDE SIDEWALK

12.66' 10'

11.66'

30' 24' 6' WIDE SIDEWALK

6' WIDE SIDEWALK

78.33'

153.87'

24' 12.33'

30' 34.67'30'

N20°42'47"W 1282.12' S89°29'39"E 858.35'

N20°42'47"W 300.43'

N65°59'26"E 965.99' S65°59'26"W 1439.54'

S23°41'38"E 600.01'

S65°59'26"W 330.01'

S23°41'38"E 210.19'

64.99'

6' SIDEWALK

CARTCARTCART

CART

CARTCART

TOB TOB

CART

RETENTION DRY AREA 3

25'

79'

165.67'

25'

20'

178.33'20'

TOB

^148.08'

TOB

20'

47.17'

49.83'

66.83'

BIO-DETENTION SHELF 0.41 ac

157,531 SF Interior Floor Area 4,489 SF Entry Vestibule Total Building Gross: 162,020 sf

FUTURE EXPANSION 32.14'

25'

48.79'

53'

FUEL FACILITY CANOPY FUEL FACILITY

(18 Fuel Pumps) (6 Future Fuel Pumps)

SERVICE AREA

W/ DUMPSTER DUMPSTER &

RECYCLING

428.33'268.67'

223.67'

490'

147.68'

25' 25' 189.67'

257.67'

262.54'

356.67'

ENTRY VESTIBULE

173.33'

PROPOSED RIGHT TURN LANE

BIKE RACKS

BIKERACK BIKERACK

BIKE RACK

BIKERACK

BIKE RACK

BENCHS

BENCH

18'

18' 18'

24'

18' 24' 18' 9'

6' WIDE SIDEWALK

20'20'

TRASH COMPACTOR

85'

92.14'

NATIVE VEGETATION AREA (9.88 acres)

LEGEND

BENCH BENCH

BENCH

33.83' 40.33' 26.44'

60.02'

71.72'

60' 294.67'

493.5'

251.31'

362.1'

73.1'

234.89'

RIGHT-IN, AND RIGHT-OUT ONLY MEDIAN BREAK

WITH FULL MOVEMENT AND TRAFFIC SIGNAL MONUMENT OR FREESTANDING SIGN

MONUMENT OR FREESTANDING SIGN

MONUMENT SIGN

Building 5

Retail, Bulk Merchandise

MONUMENT SIGN

25' R30'

R70' 30' 20'

20' 20'20'

20' 20'

20' 24' 24' 20'

MEDIAN BREAK

WITH CONTROLLED MOVEMENT LEFT-IN, RIGHT-IN, AND

RIGHT-OUT ONLY

ELIMINATE / CLOSE EXISTING CONTROLLED MEDIAN BREAK

70'

50'

54.33' 65.33' 36'

25' 25'

SOUTH KANNER HIGHWAY (S.R.76)

R30'

92.33' 105.31' 93.17'

100.27'

77.51'

24' 16'

18' 18'

9'

24' 24'

10.5' 10.5'

10.5'

9' 10.5'

12' 12' 12' 10' 14'

16'20'

20'16'

20' 16'

TOB

P 8-in WM P 8-in WM

P 8-in WM

P 8-in WM P 8-in WM

P 8-in WM P 8-in WM P 8-in WM P 8-in WM P 8-in WM

P 8-in WM P 8-in WM

P 6-in WM P 6-in WM

P 6-in WM

P 8-in WM P 8-in WM

P 8-in WM P 8-in WM P 8-in WM P 8-in WM

P 6-in WM P - WM

P - WM P - WM

P - WM

MONUMENT OR FREESTANDING SIGN

91.08'

50.84' 246.11'

142.65'

20.96' 218.54'

446' LF OF HOSE

448' LF OF HOSE

449' LF OF HOSE 448' LF

OF HOSE

440' LF OF HOSE

447' LF OF HOSE

395' LF OF HOSE

423' LF OF HOSE

414' LF OF HOSE

429' LF OF HOSE

398' LF OF HOSE

318' LF OF HOSE 444' LF

OF HOSE 441' LF

OF HOSE

144.47'

21.49' 54.6'

29.73'

20-313 - costco master site plan5 auto turn.dwg FIRE PROTECTION PLAN

Know what's

below

^.

Call

before you dig.

www.callsunshine.com It's fast.

It's free.

It's the law.

EXISTING METER

PROPOSED PAVEMENT PROPOSED MITERED END SECTION PROPOSED SIGN

HANDICAP PARKING SYMBOL EXISTING CONCRETE EXISTING PAVEMENT

PROPOSED CONCRETE

FIRE PROTECTION & ACCESS EXHIBIT

20-313

STUART FLORIDA

FLORIDA

REVISION COMMENTS

DRAWN BY

DESIGNED BY JJL

DB 19MARCH2021FILENAME AS SHOWN SCALE DATE

LAYOUT

(DATE)

772-462-2455

PORT SAINT LUCIE OFFICE 10250 SW VILLAGE PARKWAY - SUITE 201

PORT SAINT LUCIE, FL 34987

772-462-2455

 www.edc-inc.com

ENGINEERS SURVEYORS

01 OF 01

KANNER CPUD

FDC6 FDC7

FDC8

FH10 FDC5

FDC4 FDC3 FDC1

FDC2

FH9 FH7

FH5

FH3 FH4 FH1

FH2

FH8

FH12 FH13

FH11

PROPOSED FDC

PROPOSED FIRE HYDRANT

FH6

HOSE AS THE LINE LIES

FH14 FH15

FH16 FH17

FH18

DAVID C. BAGGETT, P.E.

#81375

Z:\EDC-2020\20-313 - Costco Stuart - Kanner Highway\ENGINEERING\AutoCAD\DWGs\20-313 - Costco Master Site Plan5 AUTO TURN.dwg, FIRE PROTECTION PLAN, 4/20/2021 4:50:09 PM, James, EDC, Inc.

(13)

Luminaire Schedule

Project: COSTCO STUART SITE REV2 05-11-2021

Symbol Qty Label [MANUFAC] Description Arr. Lum. Lumens LLF Lum. Watts Total Watts

4 P Visionaire Lighting LLC VLX-1-T3-192LC-7-4K-UNV POLE MOUNT 33.5' AFG 49816 0.900 421 1684

1 P1 Visionaire Lighting LLC VLX-1-T5W-160LC-7-4K-UNV POLE MOUNT 33.5' AFG 43091 0.900 353 353

13 P5 Visionaire Lighting LLC VLX-1-T2-160LC-5-4K-UNV-CLS POLE MOUNT 28' AFG 22774 0.900 267 3471

5 W Visionaire Lighting LLC VMX-1-T4-80LC-7-4K-UNV WALL MOUNT 20' AFG 20959 0.900 177 885

15 SA Visionaire Lighting LLC VLX-1-T2-160LC-5-4K-UNV-CLS POLE MOUNT 28' AFG 22774 0.900 267 4005

25 SB Visionaire Lighting LLC VLX-1-T5W-160LC-5-5K-UNV POLE MOUNT 28' AFG 32951 0.900 266 6650

9 SC Visionaire Lighting LLC VLX-1-T3-160LC-3-4K-UNV POLE MOUNT 28' AFG 23138 0.900 171 1539

Calculation Summary

Project: COSTCO STUART SITE REV2 05-11-2021

Label CalcType Units Avg Max Min Avg/Min Max/Min

RESIDENTIAL PROP LINE NO 8' AFG Illuminance Fc 0.06 0.2 0.0 N.A. N.A.

RESIDENTIAL PROP LINE SO 8' AFG Illuminance Fc 0.15 0.2 0.0 N.A. N.A.

COSCTO WAREHOUSE PARKING Illuminance Fc 5.25 12.1 2.5 2.10 4.84

COSTCO MAIN WAREHOUSE ENTRANCE Illuminance Fc 7.67 9.5 5.2 1.48 1.83

ENTRY ROAD Illuminance Fc 2.84 7.0 0.6 4.73 11.67

MIXED USE SITE & PARKING Illuminance Fc 1.84 5.5 0.6 3.07 9.17

E0.1

KANNER CPUD

Applicant:

M&M Realty Partners 1260 Stelton Rd Piscataway, NJ 07704 703-839-3776

Engineer:

Maser Consulting

410 Eagleview Blvd, Suite 104 Exton, PA 19341

610-254-9140

Landscape Architect/Land Planner:

Lucido & Associates 701 E Ocean Blvd Stuart, FL 34904 772-220-2100 Surveyor:

Stephen J Brown Inc 619 E. 5th St Stuart, FL 34994 772-288-7176

Key / Location:

Project Team:

Date By Description

REG. # 1018 Thomas P. Lucido

Sheet Designer

Project Number

Computer File Manager

Municipal Number 0

SCALE: 1" =

701 E Ocean Blvd., Stuart, Florida 34994 (772) 220-2100, Fax (772) 223-0220

lucido & associates

NORTH

C

PROJECT LOCATION

Master Site Plan

City of Stuart, Martin County, Florida

8.21.2020 SLS Initial Submittal 12.18.2020 SLS 1st Resubmittal

--- --- --- ---

200' 50' 100'

100'

signed KAMM CONSULTING PROJECT #:

PRINCIPAL Florida License #58232 Bradly L Brown

PROJECT MANAGER:

date

Certification of Authorization #8189 Fort Pierce, Florida 34950

Phone 954.448.0792

[email protected] 1408 Orange Avenue

2021-0130 JOHN MAYR

ISSUED FOR PERMIT ONLY 03-11-21

NOT FOR PRICING OR CONSTRUCITON

03-11-21

(14)

LAKE 1 LAKE 1

4 STORY

MULTIFAMILY BUILDING GROUND FLOOR PARKING

(90 UNITS)

SB MH: 28 SB

MH: 28

SB MH: 28 SA

MH: 28

SA MH: 28

0.0

0.1

0.0

1.0 1.3 1.8 2.5 3.3 3.5 3.6 3.6 2.9 2.3 1.0 0.9 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7

1.0 1.3 1.9 2.6 3.1 2.5 1.6 1.4 1.3 1.1 1.0 0.9 0.9 0.9 0.9 0.9 0.8 0.9 0.9 0.9 0.9 0.9 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.1

1.0 1.3 1.9 2.5 3.2 3.8 3.9 3.6 3.1 2.7 2.3 2.0 1.9 1.8 1.6 1.4 1.2 1.1 1.0 1.0 1.0 1.0 1.0 1.1 1.2 1.3 1.3 1.3 1.2 1.1 1.1 1.0 1.0 0.9 1.0 1.0 1.1 1.2 1.3 1.5

1.0 1.3 1.8 2.4 3.0 3.2 3.4 3.4 3.0 2.7 2.5 2.4 2.4 2.3 2.1 1.8 1.6 1.3 1.1 1.0 1.0 1.1 1.2 1.4 1.6 1.8 1.9 1.9 1.7 1.5 1.3 1.1 1.0 1.0 1.0 1.2 1.4 1.6 1.9

1.1 1.3 1.6 2.1 2.4 2.7 2.8 2.8 2.7 2.7 2.8 3.0 3.0 3.0 2.8 2.4 1.9 1.5 1.2 1.1 1.1 1.2 1.4 1.7 2.2 2.5 2.6 2.5 2.3 1.9 1.5 1.2 1.1 1.1 1.1 1.3 1.6 2.1 2.5

1.7 1.8 1.8 1.9 2.5 2.5 2.5 2.7 3.0 3.4 3.6 3.4 2.8 2.1 1.6 1.3 1.1 1.1 1.2 2.0 2.6 3.1 3.2 3.1 2.8 2.1 1.6 1.1 1.1 1.2 1.4 1.8 2.4 3.1

3.4 2.8

1.1 1.6 2.0 2.6 5.4 5.1 4.1 4.5 4.5 5.5 4.0 2.6 2.3 2.3 2.5 2.9 3.4 3.8 3.4 2.8 2.1 1.6 1.3 1.2 1.2 1.3 2.0 2.6 3.1 3.5 3.3 2.8 2.2 1.7 1.2 1.1 1.2 1.5 1.9 2.4 3.0

0.7 0.9 1.3 1.7 2.2 3.6 3.4 3.7 3.9 4.2 4.0 3.3 2.1 2.0 2.0 2.3 2.6 3.1 3.3 3.0 2.5 2.0 1.5 1.2 1.1 1.1 1.2 1.9 2.3 2.8 2.8 2.8 2.5 2.0 1.6 1.1 1.1 1.1 1.4 1.7 2.2 2.7

0.6 0.8 1.0 1.1 1.2 1.3 1.4 1.7 2.1 2.2 2.2 1.9 1.6 1.7 1.9 1.8 1.8 1.7 1.7 1.7 1.9 2.2 2.4 2.5 2.5 2.3 2.1 1.7 1.4 1.1 1.0 1.0 1.1 1.3 1.6 1.9 2.1 2.2 2.2 2.0 1.7 1.4 1.1 1.0 1.0 1.1 1.2 1.5 1.8 2.1

0.8 1.0 1.1 1.3 1.2 1.1 1.5 1.8 2.0 2.0 1.7 1.5 1.5 1.5 1.5 1.5 1.4 1.4 1.4 1.5 1.6 1.7 1.8 1.9 1.9 1.7 1.6 1.4 1.2 1.0 1.0 1.0 1.0 1.1 1.3 1.4 1.6 1.6 1.6 1.5 1.3 1.2 1.0 1.0 1.0 1.0 1.1 1.3 1.4 1.6 1.7

1.0 1.4 1.9 2.4 3.1 3.1 3.6 3.4 3.5 3.2 2.3 1.9 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.1 1.0 0.9 0.9 0.9 1.0 1.0 1.0 1.1 1.1 1.1 1.0 1.0 0.9 0.9 0.9 1.0 1.0 1.2

1.7 2.2 3.1 4.9 4.2 4.2 4.3 3.8 4.8 2.8 2.2 1.3 1.1 1.0 1.0 0.9 0.9 0.9 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8

1.9 1.5 0.6 0.6

KANNER CPUD

Applicant:

M&M Realty Partners 1260 Stelton Rd Piscataway, NJ 07704 703-839-3776

Engineer:

Maser Consulting

410 Eagleview Blvd, Suite 104 Exton, PA 19341

610-254-9140

Landscape Architect/Land Planner:

Lucido & Associates 701 E Ocean Blvd Stuart, FL 34904 772-220-2100 Surveyor:

Stephen J Brown Inc 619 E. 5th St Stuart, FL 34994 772-288-7176

Key / Location:

Project Team:

Date By Description

REG. # 1018 Thomas P. Lucido

Sheet Designer

Project Number

Computer File Manager

Municipal Number 0

SCALE: 1" =

701 E Ocean Blvd., Stuart, Florida 34994 (772) 220-2100, Fax (772) 223-0220

lucido & associates

NORTH

C

PROJECT LOCATION

Master Site Plan

City of Stuart, Martin County, Florida

8.21.2020 SLS Initial Submittal 12.18.2020 SLS 1st Resubmittal

--- --- --- ---

200' 50' 100'

100'

signed KAMM CONSULTING PROJECT #:

PRINCIPAL Florida License #58232 Bradly L Brown

PROJECT MANAGER:

date

Certification of Authorization #8189 Fort Pierce, Florida 34950

Phone 954.448.0792

[email protected] 1408 Orange Avenue

2021-0130 JOHN MAYR

ISSUED FOR PERMIT ONLY 03-11-21

NOT FOR PRICING OR CONSTRUCITON

03-11-21