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, 2 www.mckimcreed.com CA Lic. No. 29588

Phone: (941) 379-3404, Fax: (941) 203-1956 Sarasota, FL 34232 551 North Cattlemen Road, Suite 106

CIP NO. 88096 - PROJ. NO. 01038-0065

OCTOBER, 2025

ISSUED FOR BID

NORTH

SCGOV.NET 941.861.5000 TV19

PROJECT LOCATION: SEC. 21, TWP. 37S, RNG. 18E

S TAMIAMI TRAIL (SR 45) PROJECT

SITE

PROJECT NAME: UTILITY CONSTRUCTION PLANS FOR

CIP NO. 88096

OWNER/DEVELOPER:

SARASOTA COUNTY

1660 RINGLING BLVD.

SARAFOTA, FL 34236

STICKNEY POINT ROAD

NORTH

REYNOLDS ST

SHEET INDEXSCALE: N.T.SSITE MAPPROJECT INFORMATION

NOT TO SCALEVICINITY MAP

UTILITY CONSTRUCTION PLANS FOR

SARASOTA COUNTY POTABLE WATER LOOPING PROJECT

SHEET INDEX

Sheet Number Sheet Title

GENERAL

G1 COVER

G2 GENERAL NOTES

G3 LEGEND AND ABBREVIATIONS

G5 SOIL BORING PROFILES

CIVIL

CIVIL DETAILS

D1 CIVIL DETAILS

D2 CIVIL DETAILS

D3 CIVIL DETAILS

D4 CIVIL DETAILS

MAINTENANCE OF TRAFFIC

MOT-1 MAINTENANCE OF TRAFFIC DETAILS

MOT-2 MAINTENANCE OF TRAFFIC DETAILS

CASS WAY

BU

CCAN

EE

R D

RIV

E

CASS STREET

PROJECT SITE

NORTH

S JAC

KSO

N R

O

AD

CAMPAZZO DRIVE

BATELLO

D

R

IVE

HUGHEY KIMAL DRIVE

PROJECT SITE

NORTH

PROJECT

SITES

C1 PHASE 1-PLAN AND PROFILE STA. 1+00 TO STA. 5+85

C2 PHASE 2-PLAN AND PROFILE (S TAMIAMI TRAIL)

STA. 1+00 TO STA. 6+75

C3

PHASE 2- PLAN AND PROFILE (JACKSON RD.)

STA. 1+00 TO STA. 6+29

C4

PHASE 2-PLAN AND PROFILE (JACKSON RD.)

STA. 6+29 TO STA. 11+57

C5 PHASE 2-PLAN AND PROFILE (JACKSON RD.)

STA. 11+57 TO STA. 18+00

C6 PHASE 2-PLAN AND PROFILE (HUGHEY KIMAL DR.)

STA. 20+00 TO STA. 20+75

C7 PHASE 2-PLAN AND PROFILE (CAMPAZZO DR.)

STA. 30+00 TO STA. 32+00

D5 CIVIL DETAILS

G4 SHEET KEYMAP

PROJECT LOCATION: SEC. 13, TWP. 39S, RNG. 19E

PROJECT LOCATION: SEC. 17, TWP. 37S, RNG. 18E

THE FOLLOWING NATIONAL GEODETIC SURVEY VERTICAL CONTROL MONUMENTS

WERE RECOVERED AND UTILIZED FOR THE ELEVATIONS INDICATED HEREIN:

DESIGNATION "D 630", NAVD 88 ELEV. = 17.81'

DESIGNATION "D 634", NAVD 88 ELEV. = 15.37'

PERMITS PERMIT NO.

SARSOTA COUNTY UTILITY APPROVED

FLORIDA DEPARTMENT OF HEALTH IN SARASOTA COUNTY APPROVED

FLORIDA DEPARTMENT OF TRANSPORTATION APPROVED

FDEP GENERIC PERMIT FOR DISCHARGE OF GROUND WATER PENDING

(TO BE ACQUIRED BY THE CONTRACTOR)

SARASOTA COUNTY RIGHT OF WAY USE PERMIT PENDING

(TO BE ACQUIRED BY THE CONTRACTOR)

FDEP - NOI INCLUDING PREPARATION OF SWPPP. PENDING

(TO BE ACQUIRED BY THE CONTRACTOR)

BLAKE PETERS

STATE OF FLORIDA,

PROFESSIONAL ENGINEER,

LICENSE NO. 64429

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY BLAKE

PETERS ON THE DATE ADJACENT TO THE SEAL

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED

AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

McKIM & CREED, INC.

551 NORTH CATTLEMEN ROAD, SUITE 106

SARASOTA, FL 34232

Digitally signed by Blake Peters Date: 2025.10.15 19:10:54-04'00'

S

1 APEX ROAD

34240

POTABLE WATER LOOPING

DESCRIPTION DATE

REVISIONS

SCALE

HORIZONTAL:

VERTICAL:

STATUS:

DRAWN

PROJ. MGR.

DESIGNED

CHECKED

PROJ. START DATE:

MCE PROJ. #

REV.NO. AUG 2021

01038-0065

UTILITY CONSTRUCTION PLANS FOR

SARASOTA COUNTY POTABLE WATER

LOOPING PROJECT

www.mckimcreed.com CA Lic. No. 29588

Phone: (941) 379-3404, Fax: (941) 203-1956 Sarasota, FL 34232 551 North Cattlemen Road, Suite 106

REVISION

DRAWING NUMBER

CSP

PAM

DLH

BRP

SCGOV.NET 941.861.5000 TV19

SEALSEAL

ISSUED FOR BID

GENERAL NOTES

GENERAL

N/A

N/A

G2

SCALE

HORIZONTAL:

VERTICAL:

STATUS:

DRAWN

PROJ. MGR.

DESIGNED

CHECKED

PROJ. START DATE:

MCE PROJ. #

REV.NO. AUG 2021

01038-0065

UTILITY CONSTRUCTION PLANS FOR

SARASOTA COUNTY POTABLE WATER

LOOPING PROJECT

www.mckimcreed.com CA Lic. No. 29588

Phone: (941) 379-3404, Fax: (941) 203-1956 Sarasota, FL 34232 551 North Cattlemen Road, Suite 106

REVISION

DRAWING NUMBER

CSP

PAM

DLH

BRP

SCGOV.NET 941.861.5000 TV19

SEALSEAL

ISSUED FOR BID

GENERAL

LEGEND AND ABBREVIATIONS

N/A

N/A G3

DESCRIPTION SYMBOL

11.25° HORIZONTAL BEND

22.50° HORIZONTAL BEND

45° HORIZONTAL BEND

90° HORIZONTAL BEND

VERTICAL BEND

AIR RELEASE VALVE

VALVE

BLOWOFF VALVE

HYDRANT

YARD HYDRANT

CROSS

TEE

TAPPING SLEEVE AND VALVE

REDUCER

CAP/PLUG

POTABLE WATER SERVICE METER

RECLAIMED WATER SERVICE METER

EXISTING UTILITY SERVICE RECONNECTION

CONCENTRIC SANITARY SEWER MANHOLE

ECCENTRIC SANITARY SEWER MANHOLE

FLAT TOP SANITARY SEWER MANHOLE

CLEAN OUT

ARC FILTER

CHECK DAM

INLET PROTECTION

PIPE INLET PROTECTION

SILT FENCE OUTLET

WATTLE

CHLORINE INJECTION POINT

A

W

R

WETLANDS

RIP-RAP

TEMP. SLOPE STABILIZATION

STRAW WITH NET LINER

1SFD 1 STORY FRAMED DWELLING

1SBKBUS 1 STORY BRICK BUSINESS

A AIR

AC ASBESTOS CEMENT

AL OR ALUM ALUMINUM

ASPH ASPHALT

ARV AIR RELEASE VALVE

BC BACK OF CURB

BFV BUTTERFLY VALVE

BK BRICK

BO BOLLARD

BOV BLOW OFF VALVE

BV BALL VALVE

CATV CABLE TELEVISION

CB CATCH BASIN

C&G CURB AND GUTTER

CHN CHAIN

CI CURB INLET

C/L, ℄ CENTERLINE

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

CON CONCENTRIC

CONC CONCRETE

CPLG COUPLING

CPP CORRUGATED PLASTIC PIPE

CS COMPOST SOCK

CSF COMBO SILT / TREE PROTECTION FENCE

CWTD CLEAN WATER TEMPORARY DIVERSION

CV CHECK VALVE

D DRAIN

DI DROP INLET / DUCTILE IRON

DIP DUCTILE IRON PIPE

D/W DRIVE WAY

DUCT DUCT BANK

DWG DRAWING

EL OR ELEV ELEVATION

EOG EDGE OF GRAVEL

EOI END OF INFORMATION

EP, EOP EDGE OF PAVEMENT

EX EXISTING

EXP EXPANSION

LP LIGHT POLE

LT LIGHT

FCA FLANGE COUPLING ADAPTER

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTOR

FH FIRE HYDRANT

FHA FIRE HYDRANT ASSEMBLY

FLG FLANGE

FLR FLOOR

FM FORCE MAIN

FRP FIBERGLASS REINFORCED PIPE

FO FIBER OPTIC

GL GUTTER LINE

GM GAS METER

GRAV GRAVEL

GTS GAS TEST STATION

GV GAS VALVE

GW GUY WIRE

HB HOT BOX

HDPE HIGH-DENSITY POLYETHYLENE

HP HIGH POINT

HWL HIGH WATER LEVEL

INV INVERT ELEVATION

IPF IRON POST FOUND

JB JUNCTION BOX

JT JOINT

LF LINEAR FEET

LOD LIMITS OF DISTURBANCE

LP LIGHT POLE

LSA LANDSCAPE AREA

LWL LOW WATER LEVEL

MB MAIL BOX

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

MTL METAL

MJ MECHANICAL JOINT

N.C. NORMALLY CLOSED

N.O. NORMALLY OPEN

NIC NOT IN CONTRACT

NWL NORMAL WATER LEVEL

OHE/OE OVER HEAD ELECTRIC

O/F OVERFLOW

OU OVER HEAD UTILITIES

PE PLAIN END

PIV POST INDICATOR VALVE

POLY POLYMER

PP POWER POLE

PRV PRESSURE REDUCING VALVE

PV PLUG VALVE

PVC POLY VINYL CHLORIDE

PW POTABLE WATER

RCP REINFORCED CONCRETE PIPE

REC PER RECORD

RED REDUCER

RFCA RESTRAINED FLANGE COUPLING ADAPTER

RJ RESTRAINED JOINT

RK ROCK

R/W, ROW RIGHT OF WAY

S SIGN

SDMH STORM DRAIN MANHOLE

SF SILT FENCE

SS SANITARY SEWER

S.S. STAINLESS STEEL

SSF SUPER / HIGH HAZARD SILT FENCE

SSMH SANITARY SEWER MANHOLE

STA STATION

SUE SUBSURFACE UTILITY ENGINEERING

S/W SIDE WALK

SVC SERVICE

TBM TEMPORARY BENCH MARK

TC TERRA COTTA

TLP TRAFFIC LIGHT POLE

TOB TOP OF BANK

TOC TOP OF CONCRETE

TH TEST HOLE

TPF TREE PROTECTION FENCE

TSBOX TRAFFIC SIGNAL BOX

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

UNK UNKNOWN

VAR VARIABLE

VCP VITRIFIED CLAY PIPE

WD WOOD

WL WATER LINE

WM WATER METER

WV WATER VALVE

WWF WELDED WIRE FABRIC

XP CROSS LIGHT POLE

YI YARD INLET

DESCRIPTION LINETYPE

PERMANENT EASEMENT

TEMPORARY EASEMENT

SANITARY SEWER FORCE MAIN

RECLAIMED WATER LINE

GRAVITY SANITARY SEWER

WATER LINE

TO BE ABANDONED

DIVERSION DITCH

LIMITS OF DISTURBANCE/CLEARING LIMITS

COMBINATION SILT FENCE/TREE PROTECTION

TEMPORARY SILT FENCE

TEMPORARY SUPER SILT FENCE

TEMPORARY TREE PROTECTION FENCE

COMPOST SOCK

PERMANENT FENCE

GUARD RAIL

FM

R

SS

W

LOD

CSF

SF

SSF

TPF

CS

X X

O O

DESCRIPTION LINETYPE

UNDERGROUND CABLE TV

UNDERGROUND PER RECORD CABLE TV

UNDERGROUND ELECTRIC

PER RECORD UNDERGROUND ELECTRIC

UDERGROUND FIBER OPTIC

PER RECORD UNDERGROUND FIBER OPTIC

SANITARY SEWER FORCEMAIN

PER RECORD SANITARY SEWER FORCE MAIN

UNDERGROUND GAS

UNDERGROUND PER RECORD GAS

OVER HEAD UTILITIES

RECLAIMED WATER LINE

PER RECORD RECLAIMED WATER LINE

GRAVITY SANITARY SEWER

PER RECORD GRAVITY SANITARY SEWER

STORM DRAINAGE

UNDERGROUND TELEPHONE

UNDERGROUND PER RECORD TELEPHONE

UNDERGROUND UNKNOWN

WATER LINE

PER RECORD WATER LINE

FENCE

GUARD RAIL

BACK OF CURB

EASEMENT

EDGE OF GRAVEL

EDGE OF PAVEMENT

PROPERTY LINE

RIGHT OF WAY

ROAD CENTER LINE

100 YEAR FLOODPLAIN

DITCH ℄

MAJOR CONTOUR

MINOR CONTOUR

RIPARIAN BUFFER ZONE 1

RIPARIAN BUFFER ZONE 2

TOP OF BANK

TREELINE

WATERCOURSE ℄

WETLAND BOUNDARY

TV

TV(R)

E E(R)

FO

FO(R)

FM

FM(R)

G

G(R)

OU

R R(R)

SS

SS(R)

T T(R)

U W

W(R) X X

O O

100FP

Z1 Z2

WLB

DESCRIPTION LINETYPE

EXISTING GRADE PAVEMENT PROFILE

EXISTING GRADE GROUND PROFILE

PROPOSED GRADE PROFILE

THEORETICAL 1:1 SLOPE

WETLAND CROSSING

ABBREVIATIONS1

EXISTING LINE LEGEND3

PROPOSED SYMBOL LEGEND4

PROPOSED LINE LEGEND5

PROFILE LINE LEGEND6

AREA LEGEND7

00" -CYPRESS00" -PAPAYA

00"

00"

- MANGO- MAPLE

- BOTTLEBRUSH

00"

00"

- UNKNOWN

- SEAGRAPE00" -CACTUS

- FICUS00"- BANANA00"

-OAK

00" -CITRUS

00"

-MAHOGANY00"

00" -PALM SPECIES

INDICATES TRUNK DIAMETER

- ACACIA NOTE: VERIFICATION OF TREE SPECIES SHOULD BE CONDUCTED BY A

PROFESSIONAL ENGAGED IN THE FIELD OF NATURAL SCIENCE.

00" 00" -GUMBO-LIMBO -SCHEFFLERA00"-PINE00"

- MANGO - BUSH- HEDGE -PLANT

-ORNAMENTAL

MULTI-TRUNK

00"

MULTI

TREE AND LANDSCAPE LEGEND8

THE FOLLOWING NATIONAL GEODETIC SURVEY VERTICAL CONTROL MONUMENTS WERE RECOVERED AND

UTILIZED FOR THE ELEVATIONS INDICATED HEREIN:

DESIGNATION "D 630", NAVD 88 ELEV. = 17.81'

DESIGNATION "A 634", NAVD 88 ELEV. = 15.37'

THIS SURVEY IS REFERENCED TO A PROJECTION OF THE FLORIDA STATE PLANE COORDINATE SYSTEM (WEST

ZONE NAD 1983/2011 ADJUSTMENT).

HORIZONTAL CONTROL ESTABLISHED BY TRIMBLE VRS (VIRTUAL REFERENCE STATION) SERVICE.

THIS SURVEY WAS COMPLETED WITHOUT THE BENEFIT OF A TITLE COMMITMENT.

ANY UNDERGROUND UTILITIES SHOWN ARE BASED ON LIMITED ONE-CALL MARKINGS. NO SUBTERRANEAN

UNDERGROUND EXCAVATION WAS PERFORMED.

FIELD WORK FOR THIS SURVEY COMPLETED SEPTEMBER, 2021.

CONTRACTOR SHALL TAKE NOTE THAT LINE WORK DEPICTED ON THESE PLANS HAVE BEEN UPDATED SINCE THE ORIGINAL SURVEY TO INTEGRATE SUBSEQUENT ROADWAY IMPROVEMENTS BY FDOT IN 2024. THE FDOT IMPROVEMENT LINE WORK IS BASED ON FINAL DESIGN PLAN NOT AS-BUILT INFORMATION. DISCREPANCIES MY EXIST. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AS NECESSARY TO SUCCESSFULLY COMPLETE THE

IMPROVEMENTS.

ORIGINAL SHEET SIZE IS 24"X36".

THE PURPOSE OF THIS SURVEY IS TO SHOW TOPOGRAPHIC INFORMATION ON 4 SITES AROUND SARASOTA

COUNTY.

THIS SURVEY IS SUBJECT TO PERTINENT EASEMENTS, RIGHTS-OF-WAY AND RESTRICTIONS OF RECORD, IF ANY.

RIGHT-OF-WAY LINES INDICATED HEREIN ARE BASED ON AVAILABLE PUBLIC RECORD INFORMATION TOGETHER

WITH FOUND BOUNDARY MONUMENTATION.

THIS SURVEY DRAWING WAS PREPARED FOR THE EXCLUSIVE USE OF THE PARTY OR PARTIES CERTIFIED TO BELOW FOR THE EXPRESS PURPOSE STATED HEREON AND/OR CONTAINED IN THE CONTRACT BETWEEN HYATT SURVEY SERVICES, INC. AND THE CLIENT FOR THIS PROJECT. COPYING, DISTRIBUTING AND/OR USING THIS DRAWING, IN WHOLE OR IN PART FOR ANY PURPOSE OTHER THAN ORIGINALLY INTENDED WITHOUT WRITTEN CONSENT FROM HYATT SURVEY SERVICES, INC. IS STRICTLY PROHIBITED AND RENDERS THE SURVEYOR'S CERTIFICATION, SIGNATURE AND SEAL NULL AND VOID. ANY QUESTIONS CONCERNING THE CONTENT OR

PURPOSE OF THIS DRAWING SHOULD BE DIRECTED TO HYATT SURVEY SERVICES, INC.

SURVEY NOTES:

SURVEY NOTES10

PC POINT OF CURVATURE

PI POINT OF INFLECTION

PT POINT OF TANGENCY

ABBREVIATIONS11

TECO, GAS

4 6" PVC

4A FPL. ELECTRIC (3) 2" PVC

5 6" PVC

6 6" STEEL

7 TECO. GAS UNK

8 8" PVC

9 8" PVC

10 12" PVC

11 2" PVC

SUE TABLE9

DESCRIPTION SYMBOL

11.25° HORIZONTAL BEND

22.50° HORIZONTAL BEND

45° HORIZONTAL BEND

90° HORIZONTAL BEND

AC UNIT

BENCH MARK

TEMP. BENCH MARK

BLOW OFF VALVE

BOLLARD

TEST BORE HOLE LOCATION

CABLE TV PEDISTAL

CATCH BASIN

CLEAN OUT

CONCRETE MONUMENT FOUND

CONTROL POINT

CROSS

CURB INLET

ELECTRIC BOX

ELECTRIC MANHOLE

END OF INFORMATION

FLAG POLE

GAS METER

GUY POLE

GUY WIRE

HANDHOLE

HYDRANT

IRON POST FOUND

IRON ROD FOUND

LIGHT POLE

MAIL BOX

MONITOR WELL

POWER POLE

WATER MANHOLE

PK FOUND

RAIL ROAD SPIKE

SANITARY SEWER MANHOLE

SHRUB

SIGN

STORM DRAIN MANHOLE

TAPPING SLEEVE AND VALVE

TEE

TELEPHONE MANHOLE

TELEPHONE PEDESTAL

TEST HOLE

TRAFFIC SIGNAL BOX

TRANSFORMER

DECIDUOUS TREE

PINE TREE

UTILITY POLE

VALVE

WATER METER

WATER WELL

YARD HYDRANT

AC

BO

B-#

C

CO

CMF

E E

FP

GM

H H

DY

H

IPF

IPF

LP

MB

PP

W

PKF

RRSPIKE

S

D

T T

W

EXISTING SYMBOL LEGEND2

SAMPLE POINT

SAMPLE & BLOWOFF POINT

N

REVISIONS

SCALE

HORIZONTAL:

VERTICAL:

STATUS:

DRAWN

PROJ. MGR.

DESIGNED

CHECKED

PROJ. START DATE:

MCE PROJ. #

REV.NO. AUG 2021

01038-0065

UTILITY CONSTRUCTION PLANS FOR

SARASOTA COUNTY POTABLE WATER

LOOPING PROJECT

www.mckimcreed.com CA Lic. No. 29588

Phone: (941) 379-3404, Fax: (941) 203-1956 Sarasota, FL 34232 551 North Cattlemen Road, Suite 106

REVISION

DRAWING NUMBER

CSP

PAM

DLH

BRP

SCGOV.NET 941.861.5000 TV19

SEALSEAL

ISSUED FOR BID

GENERAL

SHEET KEYMAP

N/A

1" = 200' G4

0200' 200' 400'

SCALE: 1"=200' (Horiz.)

SHEET INDEX MAP

N

C-1

C-2

C-3

C-4

C-7

C-5

CASS WAY

S TAMIAMI TRAIL (SR 45)

S JAC

KSO

N R

O

AD

CAMPAZZO DRIVE

BU

CCAN

EE

R D

RIV

E

CASS STREET

BATELLO

D

R

IVE

HUGHEY KIMAL DRIVE

C-6

S TAMIAMI TRAIL (SR 45)

STICKNEY

POINT ROAD

REYNOLDS ST

N

SITE CONTROL (NAVD 88):

PROJECT SITE

PROJECT SITE

LEGEND:

POORLY GRADED SAND WITH SILT (SP-SM)

fine grained brown to light brown to light gray, very loose to medium dense

LIMESTONE

with sand-sized phosphate grains, light-brown, hard, recovered as calcereous silt

CLAY SAND (SC)

fine grained, gray, medium dense with sand-sized grains with sand-sized phosphate grains

BORING

TERMINATED AT 18.3 FEET BELOW GRADE

B-01

DEPTH

(FT.)

-200 =1 5.0

MC = 15.7

N

POORLY GRADED SAND WITH SILT (SP-SM)

fine grained, brown to gray medium dense.

POORLY GRADED SAND WITH SILT (SP-SM)

with sand-sized phosphate grains, fine grained, gray, loose

CLAYEY SAND (SC)

fine grained, gray, medium dense

POORLY GRADED SAND WITH SILT (SP-SM)

fine grained, brown, loose

CLAYEY SAND (SC)

fine grained, light brown to gray, loose to medium dense

POORLY GRADED SAND WITH SILT

fine grained brown to light brown to light grey, very loose to medium dense.

BORING

TERMINATED AT 18.2 FEET BELOW GRADE

BORING

TERMINATED AT 20 FEET BELOW GRADE

POORLY GRADED SAND WITH SILT (SP-SM)

fine grained, brown to gray, loose to medium dense with gravel-sized shell fragments

LIMESTONE

light brown to gray, soft to hard, recovered as calcereous silt with limestone gravel

BORING

TERMINATED AT 18.1 FEET BELOW GRADE

LIMESTONE

light brown to gray, hard, 100% loss of drilling fluid circulation from 16 to 18 feet, recovered as silty sand with limestone gravel, hard drilling from 17 to 18 feet

- hard drilling from 18 to 18.5 feet

B-02 B-03 B-04

-200 = 45.0

MC = 21.6

-200 = 45.0

MC = 33.40

10 5

N N N

DEPTH

(FT.)

DESCRIPTION DATE

REVISIONS

SCALE

HORIZONTAL:

VERTICAL:

STATUS:

DRAWN

PROJ. MGR.

DESIGNED

CHECKED

PROJ. START DATE:

MCE PROJ. #

REV.NO. AUG 2021

01038-0065

UTILITY CONSTRUCTION PLANS FOR

SARASOTA COUNTY POTABLE WATER

LOOPING PROJECT

www.mckimcreed.com CA Lic. No. 29588

Phone: (941) 379-3404, Fax: (941) 203-1956 Sarasota, FL 34232 551 North Cattlemen Road, Suite 106

REVISION

DRAWING NUMBER

CSP

PAM

DLH

BRP

SCGOV.NET 941.861.5000 TV19

SEALSEAL

ISSUED FOR BID---------

SOIL BORING PROFILES

GENERAL

N/A G5

NOTE:

GEOTECHNICAL DATA PROVIDED BY TERRACON CONSULTANTS, INC. DATED 08/25/21. PLEASE REFER TO THE GEOTECHMICAL

ENGINEERING REPORT PROVIDED IN SPECIFICATIONS.

CORRELATION OF STANDARD PENETRATION RESISTANCE WITH RELATIVE DENSITY AND CONSISTENCY OF SOIL

DESCRIPTION OF SYMBOLS

N/A

S

A

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

SS(R)

SS(R)

SS(R)

FM

FM

FM

FM

FM

FM

SD

SD

SD

SD

SD

SD

SD

SD

W(R)

W(R)

W(R)

W(R)

W(R)

W(R)

W(R)

W(R)

W(R)

W(R)

W(R)

W(R)

W(R)

W(R)

W

W (R)

E

G

G

G

G

G

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

T

T

T

T

T

T

T

T

T

T

T T

T

T

T

T

T T

T

T

T

T

T

T

T

T

T

T

T

T

T

T T

T

T T

T

T

T

T

T

T

T

T

T

T

T

T T

T

T

T

T

T

T

T

T

T T

T

T

T

T

T T

T

T

T

T

T

T

T

T

T

T

T T

G

G

G

G

G

G

G

G

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

W (R

FM

FM

FM

FM

FM

FM

FM

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E E

E

E

E

E

E

E

E

E

E

E

E

E

E

14.56

12 RCP

14.34

12X19

13.20

24 RCP

12.99

30 RCP

12.95

30 RCP

13.25

30 RCP

12.91

30 RCP

12.94

30 RCP

T

17.69

C19.69

6X6 R/W

S TAMIAMI TRAIL

REYNOLDS ST

2" P

VC

6" AC

12" DI

6" PVC

6" P VC12"x1

8" R

CP

1+00

2+00

3+00

4+00

5+00

6+00

6+

10" PVC FM

12"x18" RCP STORM DRAIN

PIPE END TO UNK CONNECTION

UNK STORM DRAIN

SS MANHOLE

COMMUNICATION PEDESTAL

UNK SERVICE LINE

REMOVE EXISTING BLOW OFF ASSEMBLY

AND CONNECT TO EXISTING 6" WM

WITH 6" SOLID SLEEVE

N: 1062557.0927

E: 487913.5587

JM FAMILY MEDICAL WALK-IN CLINIC LLC

6813 S TAMIAMI TRL

SARASOTA, 34231

MOBILE ESTATES HOMEOWNERS ASSOC INC

N/A

SARASOTA, 34231

24" RCP

A

UNK STORM DRAIN

MOBLEY PROPERTY PER

PLAT BOOK 10 PAGE 37

6903 SOUTH TAMIIAMI TRAIL

HAYS PROPERTY PER

PLAT BOOK 10 PAGE 37

6895 SOUTH TAMIAMI TRAIL

CAUTION!

GAS MAIN

8" PVC

6" PVC

F&I: FHA W/ 6"x6" TEE N: 1062853.5926 E: 487612.5241

REMOVE FHA & CONNECT TO

EXISTING 6" GATE VALVE

N: 1062851.7599 E: 487606.0260

STA. 1+46

PROTECT EXISTING

MONITORING WELLS

REMOVE EXISTING ABANDONED 8" PVC FM AS

REQUIRED TO SUPPORT WATER MAIN INSTALLATION

20" STEEL CASING

F & I: 6" 45° HORIZ. BEND

N: 1062586.1820

E: 487900.7866

F & I: 6" 45° HORIZ. BEND

N: 1062588.5303

E: 487897.5684

F & I: 6" 45° HORIZ. BEND

N: 1062581.0047

E: 487834.1941

8" PVC FM

(ABANDONED)

REMOVE WHERE NECESSARY

TO FACILITATE IMPROVEMENTS

F & I: 6" 11.25° HORIZ. BEND

N: 1062592.5398

E: 487818.2325

F & I: 6" 11.25° HORIZ. BEND

N: 1062635.5467 E: 487783.2299

F & I: 6" 45° HORIZ. BEND

N: 1062734.6150 E: 487712.3404

F & I: 6" 11.25° HORIZ. BEND

N: 1062802.4633 E: 487647.4600

PROPOSED 6" DI CLASS 51 WM

(BY OPEN CUT)

F & I: 6" 11.25° HORIZ. BEND

N: 1062662.4419 E: 487772.5694

F & I: 6" 45° HORIZ. BEND

N: 1062735.6269 E: 487705.0158

F & I: 6" 11.25° HORIZ. BEND

N: 1062797.8551 E: 487653.2162

APPARENT

FDOT R/WSEE NOTE 10

SEE NOTE 9

PROTECT EXISTING PALM TREE

REPLACE IN LIKE KIND IF NECESSARY

AS REQUIRED BY FDOT

SEE NOTE 9 B-1

F&I: FHA W/ 6"x6" TEE N: 1062547.6725 E: 487904.4968

F & I: 6"x6" TEE N: 1062555.8419 E: 487905.5279

F & I: 6" 45° VERT. BEND

STA: 6+12

F & I: 6" 45° VERT. BEND

STA: 6+08

6" GV

W/ PLUG

N: 1062548.2821 E: 487896.8437

F & I: 6" 45° HORIZ. BEND

N: 1062554.7360 E: 487900.7368

2+00 3+00 4+00 5+00 6+00 6+40

EX. 2" PVC FM

[DEPTH UNKNOWN]

MAINTAIN 12" MIN. SEPARATION.

IF REQUIRED RE-ROUTE EXISTING

FM BELOW PROPOSED 6" DIP WM TO

OBTAIN MINIMUM SEPARATION

EX. TELEPHONE

[DEPTH UNKNOWN]

R

E Y

N O

LD

S

S T.

R

E Y

N O

LD

S

S T.

36"

MIN.

36"

MIN.

EX. POLYETHYLENE GAS

[DEPTH UNKNOWN]

EX. GRADE AT WATER LINE

SEE NOTE 6

EX. TELEPHONE

[DEPTH UNKNOWN]

EX. TELEPHONE

[DEPTH UNKNOWN]

EX. TELEPHONE

[DEPTH UNKNOWN]

EX. TELEPHONE

[DEPTH UNKNOWN]

EX. 8" PVC FM (ABANDONED)

[DEPTH UNKNOWN]

(REMOVE AS NECESSARY)

EX. 8" PVC FM (ABANDONED)

[DEPTH UNKNOWN]

(REMOVE AS NECESSARY)

EX. 6" PVC WM

EX. 6" PVC WM

TIE INTO EX.

6" GATE VALVE

STA. 1+46

F&I: FHA W/ 6"x6" TEE

STA: 1+49

STA: 1+49

F & I: 6" 11.25° HORIZ. BEND

(ROT-AS-REQ'D)

STA: 2+11

F & I: 6" 11.25° HORIZ. BEND

STA: 2+18

F & I: 6" 45° HORIZ. BEND

STA: 2+99

F & I: 6" 45° HORIZ. BEND

STA: 3+06

F & I: 6" 11.25° HORIZ. BEND

STA: 4+00

F & I: 6" 11.25° HORIZ. BEND

STA: 4+29

F & I: 6" 11.25° HORIZ. BEND

STA: 4+85

F & I: 6" 45° HORIZ. BEND

STA: 5+04

F & I: 6" 45° HORIZ. BEND

STA: 5+68

F & I: 6" 45° HORIZ. BEND

STA: 5+72PROPOSED 6" DI

CLASS 51 WM

(BY OPEN CUT)

EX. 8" PVC FM (ABANDONED)

[DEPTH UNKNOWN]

(REMOVE AS NECESSARY)

EX. TELEPHONE

[DEPTH UNKNOWN]

F & I: 6" 45° VERT. BEND

STA: 6+08

REMOVE EXISTING BLOW OFF

ASSEMBLY AND CONNECT TO EXISTING

6" WM WITH

6" SOLID SLEEVE

STA: 6+12

F & I: 6" 45° VERT. BEND

STA: 6+12

F & I: 6"x6" TEE

STA: 6+03

RESTRAINED JOINTS

N

DESCRIPTION DATE

REVISIONS

SCALE

HORIZONTAL:

VERTICAL:

STATUS:

DRAWN

PROJ. MGR.

DESIGNED

CHECKED

PROJ. START DATE:

MCE PROJ. #

REV.NO. AUG 2021

01038-0065

UTILITY CONSTRUCTION PLANS FOR

SARASOTA COUNTY POTABLE WATER

LOOPING PROJECT

www.mckimcreed.com CA Lic. No. 29588

Phone: (941) 379-3404, Fax: (941) 203-1956 Sarasota, FL 34232 551 North Cattlemen Road, Suite 106

REVISION

DRAWING NUMBER

CSP

PAM

DLH

BRP

SCGOV.NET 941.861.5000 TV19

SEALSEAL

ISSUED FOR BID

CIVIL

PHASE 1-PLAN AND PROFILE

STA. 1+00 TO STA. 5+85

1" = 2"

1" = 20'

C1

020' 20' 40'

SCALE: 1"=20' (Horiz.)

2'

2'

4'

SCALE: 1"=2' (Vert.)

0'

HORIZ. SCALE:

PLAN VIEW

1"=20'

HORIZ. SCALE:

VERT. SCALE:

PROFILE VIEW

1"=20' 1"=2'

AREA RESTORATION

BASE AND RESURFACE ASPHALT

MILL & OVERLAY

CONCRETE SIDEWALK RESTORATION

LP

T

LP

3.

R

CP

1.

R

CP

3.

R

CP

LP

E

E

LPT

TT

LP

FP

.0

T LP

3.

R

CP

3.

R

CP

T

T C

T

LP T

3.

R

CP

3.

R

CP

T

C

SD

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

FP

8" GATE VALVE

CA

SS

S T

S TAMIAMI TRAIL

GOODWILL INDUSTRIES

MANASOTA INC

7241 S TAMIAMI TRL

SARASOTA, 34231

7253 SOUTH TRAIL LLC

7261 S TAMIAMI TRL

SARASOTA, 34231

MATTISONS 41 LLC

7275 S TAMIAMI TRL

SARASOTA, 34231

E E

E

E E E

E E

E

E

E E E E E E E E E E E

E

E E E

E E E E

E

E

E

E

F & I: 8" 45° HORIZ. BEND

(ROT-AS-REQ'D)

N: 1060106.1742

E: 489503.1177

F & I: 8" 45° HORIZ. BEND

(ROT-AS-REQ'D)

N: 1060095.7137

E: 489536.8007

F & I: 8" 45° HORIZ. BEND

(ROT-AS-REQ'D)

N: 1060455.3289 E: 489319.4393

F & I: 8" 22.50° HORIZ. BEND

N: 1060471.1609

E: 489326.1577

6" P

VC

19'x30" RCP

EX. 48" RCP

EX. 48" RCP

EX. 48" RCP EX. 48" RCP

2" P O

LY

"x

" R

CP

EX

. 4

8" R

CP

APPARENT

FDOT R/W

APPARENT

FDOT R/W

CONNECT TO EXISTING 6" WATER MAIN WITH

6"x6" STAINLESS STEEL FULL WRAP TAPPING

SLEEVE (WITH CONCRETE VALVE SUPPORT)

AND 6" RESILIENT WEDGE TAPPING VALVE

WITH VALVE BOX AND CONCRETE PAD

SEE CIVIL DETAILS SHEET D1

N: 1060532.2240 E: 489326.1212

1+00

2+00 3+00 4+00 5+00

6+

6+78

8" BLOW-OFF

SD

SD

SD

SD

W(R)

W(R)

W (R

W (R

W (R

PP

T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T

G G

G

T

FO

FO

FO

FO

G G

G G

G G

G

G

G

G G G G G G G G G G G G G G G G G G G G G G G

G G G

FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO

FO FO FO FO FO

FO

FO FO FO FO

FOFOFOFO

FO

FOFOFOFO

FOFOFOFOFOFOFOFOFOFOFO

FO

FOFO

FO

FO

FO

FO

FOFO

FO

FO

W(R) W(R)

EX. 48" RCP

B-3

8" PVC

EX. 48" RCP

SUN IMPORTS INC

7333 S TAMIAMI TRL

SARASOTA, 34231

STORM DRAIN

MANHOLE

EX

. 4

8" R

CP

F & I: 8''x6'' REDUCER N: 1060527.1710

E: 489326.0858

REMOVE BLOW-OFF ASSEMBLY AND

CONNECT TO EXISTING 8" VALVE

N: 1060053.4032 E: 489558.6042

CA

SS

W

AY

F & I: CONCRETE

SHOCK PAD

SEE NOTE 7

F&I: FHA W/ 8"x6" TEE N:1060310.2953 E:489406.1169

PROPOSED 8" PVC C900 DR 18 WATER MAIN

(BY OPEN CUT)

1+00 2+00 3+00 4+00 5+00 6+00 6+75

REMOVE BLOW-OFF ASSEMBLY AND

CONNECT TO EXISTING 8" VALVE

STA: 6+59

EX. 2" POLY GAS MAIN

(DEPTH UNKNOWN)

EX. FIBER OPTIC

(DEPTH UNKNOWN)

EX. ELECTRIC

(DEPTH UNKNOWN)

EX. ELECTRIC

(DEPTH UNKNOWN)

F & I: 8" 45° HORIZ. BEND

(ROT-AS-REQ'D)

STA: 6+11

F & I: 8" 45° HORIZ. BEND

(ROT-AS-REQ'D)

STA: 5+76

F & I: 8" 22.50° HORIZ. BEND

STA: 1+64

F & I: 8" 45° HORIZ. BEND

(ROT-AS-REQ'D)

N: 1060455.3289 E: 489319.4393

F & I: 8''x6'' REDUCER

STA: 1+08

EX. FIBER OPTIC

(DEPTH UNKNOWN)

EX. 48" RCP STORM DRAIN

EX. GRADE

M

IN

M

IN

EX. 48" RCP STORM DRAIN

EX. POLYETHYLENE GAS MAIN

6" M

IN

6" M

IN

EX. TELEPHONE

(DEPTH UNKNOWN)

CONNECT TO EXISTING 6"

WATER MAIN WITH

6"x6" TAPPING SLEEVE

A VALVE WITH BOX

STA: 1+03

EX. 8"

PVC WM

EX. 6" PVC

WATER MAIN F&I: FHA W/ 8"x6" TEE

STA: 3+47

PROPOSED 8" PVC C900 DR 18 WATER MAIN

(BY OPEN CUT)

F & I: CONCRETE SHOCK PAD

SEE NOTE 7

RESTRAINED JOINTS

RESTRAINED JOINTS

DEFLECT PIPE AS

NECESSARY

DEFLECT PIPE AS

NECESSARY

N

DESCRIPTION DATE

REVISIONS

SCALE

HORIZONTAL:

VERTICAL:

STATUS:

DRAWN

PROJ. MGR.

DESIGNED

CHECKED

PROJ. START DATE:

MCE PROJ. #

REV.NO. AUG 2021

01038-0065

UTILITY CONSTRUCTION PLANS FOR

SARASOTA COUNTY POTABLE WATER

LOOPING PROJECT

www.mckimcreed.com CA Lic. No. 29588

Phone: (941) 379-3404, Fax: (941) 203-1956 Sarasota, FL 34232 551 North Cattlemen Road, Suite 106

REVISION

DRAWING NUMBER

CSP

PAM

DLH

BRP

SCGOV.NET 941.861.5000 TV19

SEALSEAL

ISSUED FOR BID

CIVIL

PHASE 2-PLANAND PROFILE (S TAMIAMI TRAIL)

STA. 1+00 TO STA. 6+75

C2

020' 20' 40'

SCALE: 1"=20' (Horiz.)

2'

2'

4'

SCALE: 1"=2' (Vert.)

0'

HORIZ. SCALE:

PLAN VIEW

1"=20'

HORIZ. SCALE:

VERT. SCALE:

PROFILE VIEW

1"=20' 1"=2'

AREA RESTORATION

BASE AND RESURFACE ASPHALT

MILL & OVERLAY

CONCRETE SIDEWALK RESTORATION

VVH TABLE

VVH# FIELD DESCRIPTION

OF FOUND UTILITY DEPTH

EX.

GROUND

ELEVATION

TOP OF

UTILITY

ELEVATION

6 6" STEEL WM 3.20 12.02 8.82

7 UNK POLY GAS 9.64 11.64 2.00

8 8" PVC WM 3.70 13.04 9.34

NOTES:

1. FIRE HYDRANT, VALVE, AND FITTING SYMBOLS

ARE NOT TO SCALE FOR THE SAKE OF

CLARITY AND MUST BE CONSTRUCTED WITHIN

RIGHT OF WAY.

2. THE EXISTING GRADE SHOWN ON THE

PROFILE IS APPROXIMATE DUE TO ROADWAY

IMPROVEMENTS COMPLETED BY BY FDOT IN

2024. CONTRACTOR SHALL MAINTAIN A

MINIMUM OF 36" COVER THROUGHOUT THE

LENGTH OF THE PROPOSED WATERMAIN.

3. RESTORE ALL IMPACTED SURFACES TO

MATCH EXISTING CONDITIONS IN LIKE AND

KIND.

4. TEMPORARILY REMOVE AND REINSTALL SIGNS

AND POLES AS NECESSARY TO FACILITATE

CONSTRUCTION. INSTALL TEMPORARY

SIGNAGE AS APPROPRIATE.

5. SIDEWALK REPLACMENT LIMITS ARE

ESTIMATED. AVOID IMPACTS TO THE

SIDEWALK WHEREVER POSSIBLE TO

MINIMIZE IMPACT TO RECENT FDOT

ROADWAY IMPROVEMENTS. DAMAGED

SIDEWALK SHALL BE REPLACED TO

MATCH EXISTING CONDITIONS.

6. REFER TO ROADWAY AND DRIVEWAY

RESTORATION DETAILS ON D5.

7. PROPOSED PROTECTIVE CONCRETE SLAB

WHERE 36" COVER CANNOT BE ACHIEVED

OVER THE PROPOSED WATER MAIN. THE

CONCRETE WILL NEED TO BE PAINTED OR

DYED WITH PIGMENT POWDER TO MATCH THE

COLOR OF THE UTILITY BEING PROTECTED.

8. ALL PAVEMENT REPAIRS FOR SARASOTA

COUNTY ROADS SHALL BE IN ACCORDANCE

WITH THE SARASOTA COUNTY UNIFIED

DEVELOPMENT CODE, ARTICLE 18, APPENDIX

F-TRANSPORTATION TECHNICAL DETAILS ,

SHEETS: 2, 10, AND 11.

1" = 2"

1" = 20'

CO

7.

R

CP

E

LP

LP

LP

T

SD

SD

SD

SD

X

X

X

X

X

X

X

X

X

X

X

X

X

X

C

E

E

E

E

E

E

E

E

E E

E E E E E E E E E E

E E

E E

E

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO FO FO FO FO FO FO FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

CLEANOUT

CLEANOUT

UNKNOWN PIPE

ASSUMED PIPE

BETWEEN CLEANOUTS

(PIPE UNKNOWN)

12" WATER VALVE

CLEANOUT

CLEANOUT

JACKSON RD

SARASOTA COUNTY

250 S JACKSON RD

VENICE, 34292

VENETIAN FALLS HOMEOWNERS ASSOC INC

N/A

VENICE, 34292

BATELLO

RD

F & I: 12" GATE VALVE

N: 1001829.7206

E: 539010.0515

E E

E E E E E E E E E E

E E

E

E X

. 18" R C

P

EX. 30" RCP

EX. 30" RCP

2" BLOW OFF

N: 1001424.6832 E: 539253.8267

12" 11.25° HORIZ. BEND

STA: 1+29

REMOVE BLOW-OFF ASSEMBLY AND

CONNECT TO EXISTING 12" VALVE

N: 1001407.5080 E: 539266.7564

1+00

2+00

3+00 4+00

5+00

6+00

7+00

PROPOSED 12" PVC C900 DR 8 WATER MAIN

(BY OPEN CUT)

4" PVC

12" PVC

B-4

FM

(R

FM

(R

FM

(R

FM

(R

FM

(R

FM

(R

W(R)

W(R)

LP

LP

M

AT

CH

L

IN

E

ST

A:

+2

2+00 3+00 4+00 5+00 6+00 6+29

M

IN

EX. GRADE

REMOVE BLOW-OFF ASSEMBLY AND

CONNECT TO EXISTING 12" VALVE

STA: 1+07 PROPOSED 12" PVC C900 DR 18 WATER MAIN

(BY OPEN CUT)

F & I: 12" GATE VALVE

STA: 6+09

F & I: 12" 11.25° HORIZ. BEND

STA: 1+29

RESTRAINED JOINTS RESTRAINED JOINTS

N

DESCRIPTION DATE

REVISIONS

SCALE

HORIZONTAL:

VERTICAL:

STATUS:

DRAWN

PROJ. MGR.

DESIGNED

CHECKED

PROJ. START DATE:

MCE PROJ. #

REV.NO. AUG 2021

01038-0065

UTILITY CONSTRUCTION PLANS FOR

SARASOTA COUNTY POTABLE WATER

LOOPING PROJECT

www.mckimcreed.com CA Lic. No. 29588

Phone: (941) 379-3404, Fax: (941) 203-1956 Sarasota, FL 34232 551 North Cattlemen Road, Suite 106

REVISION

DRAWING NUMBER

CSP

PAM

DLH

BRP

SCGOV.NET 941.861.5000 TV19

SEALSEAL

ISSUED FOR BID

CIVIL

PHASE 2- PLAN AND PROFILE (JACKSON RD.)

STA. 1+00 TO STA. 6+29

1" = 2'

1" = 20'

C3

020' 20' 40'

SCALE: 1"=20' (Horiz.)

2'

2'

4'

SCALE: 1"=2' (Vert.)

0'

HORIZ. SCALE:

PLAN VIEW

1"=20'

HORIZ. SCALE:

VERT. SCALE:

PROFILE VIEW

1"=20' 1"=2'

AREA RESTORATION

BASE AND RESURFACE ASPHALT

MILL & OVERLAY

CONCRETE SIDEWALK RESTORATION

VVH TABLE

VVH# FIELD DESCRIPTION

OF FOUND UTILITY DEPTH

EX.

GROUND

ELEVATION

TOP OF

UTILITY

ELEVATION

10 12" PVC WM 3.60 13.29 9.69

NOTES:

1. FIRE HYDRANT, VALVE, AND FITTING SYMBOLS

ARE NOT TO SCALE FOR THE SAKE OF CLARITY

AND MUST BE CONSTRUCTED WITHIN RIGHT OF

WAY.

2. RESTORE ALL IMPACTED SURFACES TO MATCH

EXISTING CONDITIONS IN LIKE AND KIND.

3. TEMPORARILY REMOVE AND REINSTALL SIGNS

AND POLES AS NECESSARY TO FACILITATE

CONSTRUCTION. INSTALL TEMPORARY

SIGNAGE AS APPROPRIATE.

4. SIDEWALK REPLACEMENT LIMITS ARE

ESTIMATED. AVOID IMPACTS TO THE

SIDEWALK WHEREVER POSSIBLE.

DAMAGED SIDEWALK SHALL BE REPLACED

TO MATCH EXISTING CONDITIONS.

5. REFER TO ROADWAY AND DRIVEWAY

RESTORATION DETAILS ON D5.

6. ALL PAVEMENT REPAIRS FOR SARASOTA

COUNTY ROADS SHALL BE IN ACCORDANCE

WITH THE SARASOTA COUNTY UNIFIED

DEVELOPMENT CODE, ARTICLE 18, APPENDIX

F-TRANSPORTATION TECHNICAL DETAILS ,

SHEETS: 2, 10, AND 11.

7+00 8+00 9+00 10+00 11+00 12+00 12+80

36" M

IN

. F & I: 12" GATE VALVE

STA: 9+55

EX. GRADE

PROPOSED 12" PVC C900 DR 18 WATER MAIN

(BY OPEN CUT)

F & I: 12" 11.25° HORIZ. BEND

STA: 7+27

RESTRAINED JOINTS

F & I: 12" 11.25° VERT. BEND

STA: 11+79

F & I: 12" 11.25° VERT. BEND

STA: 11+84

F & I: 12" 45° HORIZ. BEND

STA: 11+99 F & I: 12" 45° HORIZ. BEND

STA: 12+12

F & I: 12" 45° HORIZ. BEND

(ROT-AS-REQ'D)

STA: 12+44

F & I: 12" 45° HORIZ. BEND

(ROT-AS-REQ'D)

STA: 12+50

6"

MIN.

C O C O

7.

R

C P

E

.9

R C

P E

6.

R

C P

W

6.

R

C P

W

5.

R

C P

E

4.

R

C P

N

5.

R

C P

S

5.

R

C P

S

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

W

SS

FO

FO

FO

FO

FO

FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO

CLEANOUT

CLEANOUT

JACKSON RD

VF(54)

SARASOTA COUNTY

250 S JACKSON RD

VENICE, 34292

VENETIAN FALLS HOMEOWNERS ASSOC INC

N/A

VENICE, 34292

F & I: 12" GATE VALVE

N: 1002173.4452

E: 538990.8130

PROPOSED 12" PVC C900 DR 18 WATER MAIN

(BY OPEN CUT)

E

E

E

E

E

E

E

E E

E E

E E E E E E E E E E E E E E E E E E E

E

E

E

E

E E

E E

E E E E E E E E E E E E E

E E E E E E

EX. 18" R

C

P

EX. 30" RCP

EX. 30" RCP

EX. 30" RCP

EX

. 3

0" R

C P

E X

. 18" R C

P

F & I: 12''x6'' TEE N: 1002178.4701 E: 538990.8471

F & I: 12" 11.25° HORIZ. BEND

N: 1001946.0836

E: 538989.0271

ASSUMED PIPE BETWEEN

CLEANOUTS (PIPE UNKNOWN)

7+00 8+00 9+00 10+00 11+00

12+00

F & I: 12" 45° HORIZ. BEND

N: 1002429.2475

E: 539033.7593

F & I: 12" 45° HORIZ. BEND

N: 1002424.8586

E: 539028.8558

F & I: 12" 45° HORIZ. BEND

N: 1002426.1685

E: 538997.1799

F & I: 12" 45° HORIZ. BEND

N: 1002417.3022

E: 538987.1765

4' MIN

(TYP)

4' MIN

(TYP)

B-4

LP

LP

LP

EX. 30" RCP

EX. UNKNOWN

PIPE 12" 11.25° VERT. BEND

N: 1002397.7181 E: 538987.1537

STA: 11+79

12" 11.25° VERT. BEND

N: 1002402.5163

E: 538987.1733

STA: 11+84

+0

+0

A

PROPOSED 8" DR 11 HDPE WATER MAIN

(BY HDD)

SEE SHEET C6

DESCRIPTION DATE

REVISIONS

SCALE

HORIZONTAL:

VERTICAL:

STATUS:

DRAWN

PROJ. MGR.

DESIGNED

CHECKED

PROJ. START DATE:

MCE PROJ. #

REV.NO. AUG 2021

01038-0065

UTILITY CONSTRUCTION PLANS FOR

SARASOTA COUNTY POTABLE WATER

LOOPING PROJECT

www.mckimcreed.com CA Lic. No. 29588

Phone: (941) 379-3404, Fax: (941) 203-1956 Sarasota, FL 34232 551 North Cattlemen Road, Suite 106

REVISION

DRAWING NUMBER

CSP

PAM

DLH

BRP

SCGOV.NET 941.861.5000 TV19

SEALSEAL

ISSUED FOR BID

CIVIL

PHASE 2-PLAN AND PROFILE (JACKSON RD.)

STA. 6+29 TO STA. 12+80

1" = 2'

1" = 20'

C4

020' 20' 40'

SCALE: 1"=20' (Horiz.)

2'

2'

4'

SCALE: 1"=2' (Vert.)

0'

HORIZ. SCALE:

PLAN VIEW

1"=20'

HORIZ. SCALE:

VERT. SCALE:

PROFILE VIEW

1"=20' 1"=2'

AREA RESTORATION

BASE AND RESURFACE ASPHALT

MILL & OVERLAY

CONCRETE SIDEWALK RESTORATION

NOTES:

1. FIRE HYDRANT, VALVE, AND FITTING SYMBOLS ARE NOT TO SCALE FOR THE SAKE OF CLARITY AND MUST BE CONSTRUCTED

WITHIN RIGHT OF WAY.

2. RESTORE ALL IMPACTED SURFACES TO MATCH EXISTING CONDITIONS IN LIKE AND KIND.

3. TEMPORARILY REMOVE AND REINSTALL SIGNS AND POLES AS NECESSARY TO FACILITATE CONSTRUCTION. INSTALL

TEMPORARY SIGNAGE AS APPROPRIATE.

4. SIDEWALK REPLACEMENT LIMITS ARE ESTIMATED. AVOID IMPACTS TO THE SIDEWALK WHEREVER POSSIBLE. DAMAGED

SIDEWALK SHALL BE REPLACED TO MATCH EXISTING CONDITIONS.

5. ALL PAVEMENT REPAIRS FOR SARASOTA COUNTY ROADS SHALL BE IN ACCORDANCE WITH THE SARASOTA COUNTY UNIFIED DEVELOPMENT CODE, ARTICLE 18, APPENDIX F-TRANSPORTATION TECHNICAL DETAILS, SHEETS: 2, 10 AND 11.

M A

TC

H

LIN

E STA

: 6+29

N

M A

TC

H

LIN

E STA

: 12+80

C O

C O

2.

R

C P

ST

T

X X X X X X X X X X X X X X X X X X

5.

R

C P

N

4.

X1

R

C P

N

5.

X1

R

C P

S

2.

R

C P

N

X X X X X X X X X X X X X X X X X

X

X X X X X X X X X X X X X X X X X X X

SS

CALC

CALC

CALC

SS

SS

SD

SD

SD

SS

SS

SS

SS

SS

W W

W

W

W W

W W

W

W

W

W

W

W

W

SS

SS

SS

SS

SS

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD SD SD SD SD SD SD

SD

FO FO FO FO

FO FO FO FO FO FO FO FO FO FO FO FO FO

FO FO FO FO FO

FO

CLEANOUT

JACKSON ROAD

FREEDOM MARINE SALES LLC

10955 HUGHEY KIMAL DR

VENICE, 34292

VENETIAN FALLS HOMEOWNERS ASSOC INC

N/A

VENICE, 34292

SARASOTA COUNTY

250 S JACKSON RD

VENICE, 34292

A

F & I: ARV

N: 1002766.3410 E: 539046.3268

E E E E E E E E E E E E E E E E E E E

E

E

E E

E

E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E

T T

T

T

T T

T

EX. 48" RCP

13+00

14+00

15+00 16+00

17+00 18+00

19+00

F & I: 12" 11.25° VERT. BEND

N: 1003001.8131 E: 539038.2069

F&I: 16''x12'' REDUCER

F&I: 16" HDPE TO PVC ADAPTER

N: 1002999.3552 E: 539038.1407

1" PVC WATER MAIN

SERVICE LINE WITH

2" CASING

(ABANDONED)

UNK SINGLE SERVICE

CONNECTION LOCATION

SINGLE SERVICE

WATER METER

CLEANOUT

COMMUNICATION

PULLBOX

(VERIZON)

PROPOSED 16" HDPE DR 11

WATER MAIN (BY HDD)

F&I: 16''x12'' REDUCER

F&I: 16" HDPE TO DI ADAPTER

N: 1002784.8633 E: 539036.1739

F & I: 12" 11.25° VERT. BEND

N: 1002777.5715 E: 539036.1041

EX. 48" RCP

EX

. 1

5" R

CP

8" PVC

EX. 23"X14" RCP

10" PVC SS

20'

20' FLOWAGE

EASEMENT

INST #2009007759

55'

55' PUBLIC UTILITY

EASEMENT INST

#2009107180

HDD EXIT

N: 1002759.1361

E: 539035.9168 HDD ENTRY

N: 1003015.1273 E: 539038.3314

H U

G H

EY

K

IM

A

L D R

SS(R

SDSDSDSD

SD

W (R

W

(R

W V

ASSUMED EX. UNKNOWN PIPE

BETWEEN CLEANOUTS

(PIPE UNKNOWN)

EX

. 1

5" R

CP

8" P

VC

COMMUNICATION

PULLBOX

(VERIZON)

EX. 48" RCP

EX. 2" PVC FM

EX. 8" PVC WM

F & I: 8"x8" TS&V W/ BOX N: 1002921.4837

E: 539044.0731

F & I: 8" 45° HORIZ. BEND

N: 1002928.8508

E: 539045.6626

F & I: 8" 45° HORIZ. BEND

(ROT-AS-REQ'D)

N: 1002942.8888

E: 539030.9247

F & I: 8" 90° HORIZ. BEND

(ROT-AS-REQ'D)

N: 1003004.5889

E: 539031.5044

F & I: 12" GATE VALVE

W/ PLUG

N: 1003010.3659 E: 539038.3074

F & I: 12"x8" TEE N: 1003004.7376 E: 539038.2610

F & I: 8" GATE VALVE

N: 1003004.6884 E: 539034.7544

PROPOSED 8" DR 18

PVC WATER MAIN

(BY OPEN CUT)

PROPOSED 12" PVC C900 DR 18 WATER MAIN

( BY OPEN CUT)

-5

-4

-2

-5

-4

-2

13+00 14+00 15+00 16+00 17+00 18+00 19+00

M

IN

EX. GRADE

M

IN

A

F & I: ARV

STA: = 15+88

EX. 15" RCP

HDD EXIT

12°

HDD ENTRY

F & I: 12" 11.25° VERT. BEND

STA: 15+99

F & I: 12" 11.25° VERT. BEND

STA: 18+23

PI

EX. 18" RCP

PC

PC

EX. FO

(DEPTH UNK)

VERTICAL CURVE NO. 1

PVI STATION ELEVATION

EXIT 15+80 12.66

PC 16+03 7.83

PI 16+49 -2.00

PT 16+97 -2.00

F&I: 16''x12'' REDUCER

16" HDPE TO DI ADAPTER

STA: 16+06 F&I: 16''x12'' REDUCER

16" HDPE TO DI ADAPTER

STA: 18+20

PROPOSED 12" PVC C900 DR 18 WATER MAIN

(BY OPEN CUT)

H

U G

H E

Y K

IM

A

L D

R

EX. 8" PVC WM

EX. 1" WM

W/ 2" CASING

(ABANDONED)

F & I: 12" GATE VALVE

STA: 18+32

F & I: 12"x8" TEE

8" GV (FAR)

8" 90° BEND (FAR)

(ROT-AS-REQ'D)

STA: 18+26

450' RADIUS MIN. 450' RADIUS MIN.

PROPOSED 16" HDPE DR 11

WATER MAIN

(BY HDD)

W/ 28" MIN. BOREHOLE

PI

PT PT

VERTICAL CURVE NO. 2

PVI STATION ELEVATION

PT 17+27 -2.00

PI 17+74 -2.00

PC 18+21 7.83

ENTRY 18+36 11.17

F & I: 8" 45° HORIZ. BEND

(ROT-AS-REQ'D)

STA: 17+64

F & I: 8" 45° HORIZ. BEND

STA: 17+50

EX. UNK SS

(DEPTH UNK)

F & I: 8"x8" TS&V W/ BOX

STA: 17+43

RESTRAINED JOINTS

N

DESCRIPTION DATE

REVISIONS

SCALE

HORIZONTAL:

VERTICAL:

STATUS:

DRAWN

PROJ. MGR.

DESIGNED

CHECKED

PROJ. START DATE:

MCE PROJ. #

REV.NO. AUG 2021

01038-0065

UTILITY CONSTRUCTION PLANS FOR

SARASOTA COUNTY POTABLE WATER

LOOPING PROJECT

www.mckimcreed.com CA Lic. No. 29588

Phone: (941) 379-3404, Fax: (941) 203-1956 Sarasota, FL 34232 551 North Cattlemen Road, Suite 106

REVISION

DRAWING NUMBER

CSP

PAM

DLH

BRP

SCGOV.NET 941.861.5000 TV19

SEALSEAL

ISSUED FOR BID

CIVIL

PHASE 2-PLAN AND PROFILE (JACKSON RD.)

STA. 12+80 TO STA. 19+00

1" = 2'

1" = 20'

C5

020' 20' 40'

SCALE: 1"=20' (Horiz.)

2'

2'

4'

SCALE: 1"=2' (Vert.)

0'

HORIZ. SCALE:

PLAN VIEW

1"=20'

HORIZ. SCALE:

VERT. SCALE:

PROFILE VIEW

1"=20' 1"=2'

AREA RESTORATION

BASE AND RESURFACE ASPHALT

MILL & OVERLAY

CONCRETE SIDEWALK RESTORATION

25' PU

B

LIC

R

IG

H

T O F W

A

Y EA

SEM

EN

T

IN

ST #2008152440

35' PU

B

LIC

R

IG

H

T O F W

A

Y EA

SEM

EN

T

IN

ST #2009102935

NOTES:

1. FIRE HYDRANT, VALVE, AND FITTING SYMBOLS ARE NOT TO SCALE FOR THE SAKE OF

CLARITY AND MUST BE CONSTRUCTED WITHIN RIGHT OF WAY.

2. RESTORE ALL IMPACTED SURFACES TO MATCH EXISTING CONDITIONS IN LIKE AND KIND.

3. TEMPORARILY REMOVE AND REINSTALL SIGNS AND POLES AS NECESSARY TO

FACILITATE CONSTRUCTION. INSTALL TEMPORARY SIGNAGE AS APPROPRIATE.

4. SIDEWALK REPLACEMENT LIMITS ARE

ESTIMATED. AVOID IMPACTS TO THE

SIDEWALK WHEREVER POSSIBLE.

DAMAGED SIDEWALK SHALL BE

REPLACED TO MATCH EXISTING CONDITIONS.

5. ALL PAVEMENT REPAIRS FOR SARASOTA COUNTY ROADS SHALL BE IN ACCORDANCE

WITH THE SARASOTA COUNTY UNIFIED DEVELOPMENT CODE, ARTICLE 18, APPENDIX

F-TRANSPORTATION TECHNICAL DETAILS, SHEETS: 2, 10 AND 11.

6. PROPOSED PROTECTIVE CONCRETE SLAB WHERE 36" COVER CANNOT BE ACHIEVED

OVER THE PROPOSED WATER MAIN. THE CONCRETE WILL NEED TO BE PAINTED OR

DYED WITH PIGMENT POWDER TO MATCH THE COLOR OF THE UTILITY BEING

PROTECTED.

M A

TC

H

LIN

E STA

: 12+80

C

CO

MB 12.77

SS SS SS SS SS

X X

X X

X X

X X

X X

X X

X X

X X

FO

FO

FO

FO

FO

FO

FO

FO

CLEANOUT

CLEANOUT

JA

C

K

SO

N R

D

CAMPAZZO DR

PEZZA

N

A D

R

DOUBLE SERVICE

SANITARY SEWER

(TYPICAL)

SINGLE SERVICE

SANITARY SEWER

(TYPICAL)

6" PVC SANITARY SEWER

SERVICE LATERAL

(TYPICAL)

DOUBLE SERVICE

SANITARY SEWER

(TYPICAL)

SINGLE SERVICE

SANITARY SEWER

(TYPICAL)

SINGLE SERVICE

WATER METER

(TYPICAL)

1" PE MATERIAL

(TYPICAL)

FIRE HYDRANT

(TYPICAL)

SINGLE SERVICE

WATER METER

(TYPICAL)

SINGLE SERVICE

SANITARY SEWER

(TYPICAL)

HDD ENTRY

N: 1002177.2097 E: 539174.7656

VENETIAN FALLS HOMEOWNERS ASSOC INC

N/A

VENICE, 34292

E E

E E

E E

E E

E E

E E

E E

E E

E

DOUBLE SERVICE

SANITARY SEWER

(TYPICAL)

9+

+0

F & I: 4" 45° HORIZ. BEND

N: 1002207.6194

E: 539151.4277

F & I: 4" 45° HORIZ. BEND

(ROT-AS-REQ'D)

N: 1002210.1930

E: 539154.0359

CONNECT TO EXISTING

4" WATER MAIN WITH

4" SOLID SLEEVE

REMOVE EXISTING 2"

BLOW-OFF

N: 1002210.1946 E: 539156.1871

F&I: 8''x4'' REDUCER

F&I: 8" HDPE TO DI ADAPTER

N: 1002177.2580 E: 539143.5182

F & I: 4" 45° HORIZ. BEND

(ROT-AS-REQ'D)

N: 1002177.2097

E: 539148.7656

F & I: 4" 45° VERT. BEND

N: 1002179.8665

E: 539151.4091

32+00

4" PVC 6" PVC

6" P V

C

1" PE

4" P V

C

4" PVC

PROPOSED 6" PVC C900 DR 18

WATER MAIN

(BY OPEN CUT)

A

FM

(R

FM(R)FM(R)FM(R)FM(R)

FM(R)

FM

(R

W(R) W(R) W(R) W(R) W(R) W(R) W(R) W(R) W(R) W(R) W(R) W(R) W(R) W(R)

W (R

W

(R

W (R

W

(R

W

W

W

W

W

W WW

W

W W W W W W

W (R

W

(R

W(R)

W(R)

A

WV WV WV

LP

F & I: 6" GATE VALVE

N: 1002178.4785

E: 538998.3389

EX. 30" RCP

EX. UNKNOWN

PIPE

12+15

10+00 11+00

+0

HDD EXIT

N: 1002178.4701 E: 538986.7975

APPROX. DRILLING

RIG LOCATION

HDD WORK ZONE

APPROX. 3,400 SF

SEE NOTE 6

HDD WORK ZONE

APPROX. 2,000 SF

PROTECT

MONITORING WELL

REINSTALL IF

NECESSARY

ONE (1) PIPE STRING

200 LF OF 8" HDPE

COORDINATE PIPE

STRING FUSING AND

LAYOUT WITH

SARASOTA COUNTY

TO MINIMIZE IMPACT

TO FACILITY OPERATIONS

MAINTAIN TWO TEMPORARY

11' WIDE LANES WITHIN EXISTING

PAVEMENT DURING HDD

OPERATIONS AS PART

OF CONTRACTOR'S MAINTENANCE

OF TRAFFIC PLAN.

MAY BE REDUCED TO A SINGLE

LANE AT NIGHT TO SUPPORT

OPEN CUT OPERATIONS

A

ARV

F & I: 12''x6'' TEE N: 1002178.4701

E: 538990.8471 F&I: 8''x6'' HDPE TO DI ADAPTER W/ 8"x6" REDUCER N: 1002178.3581 E: 539007.4721

F & I: 4" 11.25° VERT. BEND

N: 1002177.2424

E: 539145.5062

F & I: 6" 11.25° VERT. BEND

N: 1002178.3522 E: 539005.0466

F & I: 4" 45° HORIZ. BEND

N: 1002179.8665 E: 539151.4091

PROPOSED 8" DR 11 HDPE WATER MAIN

(BY HDD)

PROPOSED 4" PVC C900 DR 18 WATER MAIN

(BY OPEN CUT)

APPROXIMATE LOCATION

OF PROPOSED 20'

PERMANENT

UTILITY EASEMENT

-5

-4

-2

-5

-4

-2

10+00 11+00 12+00 12+50

HDD EXIT

HDD ENTRY

PI PT

PC

PI

PC

PT

EX. UNKNOWN PIPE

(DEPTH UNK)

REMOVE AND REPLACE

AS NECESSARY

EX. 30" RCP

EX. GRADE

EX. BE

12°

VERTICAL CURVE #1

PVI STATION ELEVATION

ENTRY 10+12 11.60

PC 10+25 8.72

PI 10+62 1.00

PT 10+97 1.00

VERTICAL CURVE #2

PVI STATION ELEVATION

PT 11+09 1.00

PI 11+45 1.00

PC 11+81 8.64

EXIT 12+01 12.71

350' RADIUS MIN. 350' RADIUS MIN.

PROPOSED 8" DR 11 HDPE WATER MAIN

(BY HDD)

F & I: 6" GATE VALVE

STA: 10+24

F & I: 12''x6'' TEE

STA: 10+17

F & I: 8" HDPE TO DI ADAPTOR

W/ 8"x6" REDUCER

STA: 10+33

F & I: 6" 11.25° VERT. BEND

STA: 10+31

CONNECT TO EXISTING

4" WATER MAIN WITH

4" SOLID SLEEVE

REMOVE EXISTING 2"

BLOW-OFF

STA: 12+12

F & I: 4" 45° HORIZ. BEND

(ROT-AS-REQ'D)

STA: 12+10

F & I: 4" 45° HORIZ. BEND

STA: 12+06

EXIST. 4" PVC WM

F & I: 4" 11.25° VERT. BEND

STA: 11+71

F & I: 4" 45° HORIZ. BEND

STA: 11+78

F & I: 4" 45° HORIZ. BEND

(ROT-AS-REQ'D)

STA: 11+75

8" HDPE TO DI ADAPTER

W/ 8"x4" REDUCER

STA: 11+69

RESTRAINED JOINTS

N

DESCRIPTION DATE

REVISIONS

SCALE

HORIZONTAL:

VERTICAL:

STATUS:

DRAWN

PROJ. MGR.

DESIGNED

CHECKED

PROJ. START DATE:

MCE PROJ. #

REV.NO. AUG 2021

01038-0065

UTILITY CONSTRUCTION PLANS FOR

SARASOTA COUNTY POTABLE WATER

LOOPING PROJECT

www.mckimcreed.com CA Lic. No. 29588

Phone: (941) 379-3404, Fax: (941) 203-1956 Sarasota, FL 34232 551 North Cattlemen Road, Suite 106

REVISION

DRAWING NUMBER

CSP

PAM

DLH

BRP

SCGOV.NET 941.861.5000 TV19

SEALSEAL

ISSUED FOR BID

CIVIL

PHASE 2-PLAN AND PROFILE (CAMPAZZO DR.)

STA. 30+00 TO STA. 32+00

1" = 2'

1" = 20'

C6

020' 20' 40'

SCALE: 1"=20' (Horiz.)

2'

2'

4'

SCALE: 1"=2' (Vert.)

0'

HORIZ. SCALE:

PLAN VIEW

1"=20'

HORIZ. SCALE:

VERT. SCALE:

PROFILE VIEW

1"=20' 1"=2'

AREA RESTORATION

BASE AND RESURFACE ASPHALT

MILL & OVERLAY

CONCRETE SIDEWALK RESTORATION

VVH TABLE

VVH# FIELD DESCRIPTION

OF FOUND UTILITY DEPTH

EX.

GROUND

ELEVATION

TOP OF

UTILITY

ELEVATION

11 2" PVC WM 2.82 12.78 9.96

NOTES:

1. FIRE HYDRANT, VALVE, AND FITTING SYMBOLS ARE

NOT TO SCALE FOR THE SAKE OF CLARITY AND MUST

BE CONSTRUCTED WITHIN RIGHT OF WAY.

2. RESTORE ALL IMPACTED SURFACES TO MATCH

EXISTING CONDITIONS IN LIKE AND KIND.

3. TEMPORARILY REMOVE AND REINSTALL SIGNS AND

POLES AS NECESSARY TO FACILITATE

CONSTRUCTION. INSTALL TEMPORARY SIGNAGE AS

APPROPRIATE.

4. SIDEWALK REPLACEMENT LIMITS ARE

ESTIMATED. AVOID IMPACTS TO THE

SIDEWALK WHEREVER POSSIBLE.

DAMAGED SIDEWALK SHALL BE

REPLACED TO MATCH EXISTING CONDITIONS.

5. ALL PAVEMENT REPAIRS FOR SARASOTA COUNTY

ROADS SHALL BE IN ACCORDANCE WITH THE

SARASOTA COUNTY UNIFIED DEVELOPMENT CODE,

ARTICLE 18, APPENDIX F-TRANSPORTATION

TECHNICAL DETAILS, SHEETS: 2, 10 AND 11.

6. ACCESS TO RESIDENTS SHALL BE MAINTAIN AT ALL

TIMES INCLUDING EMERGENCY, DELIVERY, AND SOLID

WASTE PICKUP.

CIVIL DETAILS

CIVIL DETAILS

N/A D1

DESCRIPTION DATE

REVISIONS

SCALE

HORIZONTAL:

VERTICAL:

STATUS:

DRAWN

PROJ. MGR.

DESIGNED

CHECKED

PROJ. START DATE:

MCE PROJ. #

REV.NO. AUG 2021

01038-0065

UTILITY CONSTRUCTION PLANS FOR

SARASOTA COUNTY POTABLE WATER

LOOPING PROJECT

www.mckimcreed.com CA Lic. No. 29588

Phone: (941) 379-3404, Fax: (941) 203-1956 Sarasota, FL 34232 551 North Cattlemen Road, Suite 106

REVISION

DRAWING NUMBER

CSP

PAM

DLH

BRP

SCGOV.NET 941.861.5000 TV19

SEALSEAL

ISSUED FOR BID

SCALE

HORIZONTAL:

VERTICAL:

STATUS:

DRAWN

PROJ. MGR.

DESIGNED

CHECKED

PROJ. START DATE:

MCE PROJ. #

REV.NO. AUG 2021

01038-0065

UTILITY CONSTRUCTION PLANS FOR

SARASOTA COUNTY POTABLE WATER

LOOPING PROJECT

www.mckimcreed.com CA Lic. No. 29588

Phone: (941) 379-3404, Fax: (941) 203-1956 Sarasota, FL 34232 551 North Cattlemen Road, Suite 106

REVISION

DRAWING NUMBER

CSP

PAM

DLH

BRP

SCGOV.NET 941.861.5000 TV19

SEALSEAL

ISSUED FOR BID

CIVIL DETAILS

CIVIL DETAILS

D2

SCALE

HORIZONTAL:

VERTICAL:

STATUS:

DRAWN

PROJ. MGR.

DESIGNED

CHECKED

PROJ. START DATE:

MCE PROJ. #

REV.NO. AUG 2021

01038-0065

UTILITY CONSTRUCTION PLANS FOR

SARASOTA COUNTY POTABLE WATER

LOOPING PROJECT

www.mckimcreed.com CA Lic. No. 29588

Phone: (941) 379-3404, Fax: (941) 203-1956 Sarasota, FL 34232 551 North Cattlemen Road, Suite 106

REVISION

DRAWING NUMBER

CSP

PAM

DLH

BRP

SCGOV.NET 941.861.5000 TV19

SEALSEAL

ISSUED FOR BID

CIVIL DETAILS

CIVIL DETAILS

D3

TUNNELING / TRENCHING UNDER / NEAR TREES OF SPECIAL CONCERN

d

3d 5d

SCALE

HORIZONTAL:

VERTICAL:

STATUS:

DRAWN

PROJ. MGR.

DESIGNED

CHECKED

PROJ. START DATE:

MCE PROJ. #

REV.NO. AUG 2021

01038-0065

UTILITY CONSTRUCTION PLANS FOR

SARASOTA COUNTY POTABLE WATER

LOOPING PROJECT

www.mckimcreed.com CA Lic. No. 29588

Phone: (941) 379-3404, Fax: (941) 203-1956 Sarasota, FL 34232 551 North Cattlemen Road, Suite 106

REVISION

DRAWING NUMBER

CSP

PAM

DLH

BRP

SCGOV.NET 941.861.5000 TV19

SEALSEAL

ISSUED FOR BID

CIVIL DETAILS

CIVIL DETAILS

D4

SCALE

HORIZONTAL:

VERTICAL:

STATUS:

DRAWN

PROJ. MGR.

DESIGNED

CHECKED

PROJ. START DATE:

MCE PROJ. #

REV.NO. AUG 2021

01038-0065

UTILITY CONSTRUCTION PLANS FOR

SARASOTA COUNTY POTABLE WATER

LOOPING PROJECT

www.mckimcreed.com CA Lic. No. 29588

Phone: (941) 379-3404, Fax: (941) 203-1956 Sarasota, FL 34232 551 North Cattlemen Road, Suite 106

REVISION

DRAWING NUMBER

CSP

PAM

DLH

BRP

SCGOV.NET 941.861.5000 TV19

SEALSEAL

ISSUED FOR BID

CIVIL DETAILS

CIVIL DETAILS

D5

SCALE

HORIZONTAL:

VERTICAL:

STATUS:

DRAWN

PROJ. MGR.

DESIGNED

CHECKED

PROJ. START DATE:

MCE PROJ. #

REV.NO. AUG 2021

01038-0065

UTILITY CONSTRUCTION PLANS FOR

SARASOTA COUNTY POTABLE WATER

LOOPING PROJECT

www.mckimcreed.com CA Lic. No. 29588

Phone: (941) 379-3404, Fax: (941) 203-1956 Sarasota, FL 34232 551 North Cattlemen Road, Suite 106

REVISION

DRAWING NUMBER

CSP

PAM

DLH

BRP

SCGOV.NET 941.861.5000 TV19

SEALSEAL

ISSUED FOR BID

MAINTENANCE OF TRAFFIC DETAILS

MAINTENANCE OF TRAFFIC

MOT-1

SCALE

HORIZONTAL:

VERTICAL:

STATUS:

DRAWN

PROJ. MGR.

DESIGNED

CHECKED

PROJ. START DATE:

MCE PROJ. #

REV.NO. AUG 2021

01038-0065

UTILITY CONSTRUCTION PLANS FOR

SARASOTA COUNTY POTABLE WATER

LOOPING PROJECT

www.mckimcreed.com CA Lic. No. 29588

Phone: (941) 379-3404, Fax: (941) 203-1956 Sarasota, FL 34232 551 North Cattlemen Road, Suite 106

REVISION

DRAWING NUMBER

CSP

PAM

DLH

BRP

SCGOV.NET 941.861.5000 TV19

SEALSEAL

ISSUED FOR BID

MAINTENANCE OF TRAFFIC DETAILS

MAINTENANCE OF TRAFFIC

MOT-2