24007698-00_BLAKE AVE WM - PH 1 - BID PLANS.pdf

PDF 10 MB Posted Aug 20, 2026

Attached to: Blake Avenue Water Main Improvements – Phase 1
Solicitation number: ITB-16728
Issued by: Clay County, Florida

About this file

Written by GovTribe AI · Aug 24, 2026

Blake Avenue Water Main Improvements – Phase 1: Bid Plans Summary

This is a set of bid plans and specifications prepared by Crawford, Murphy & Tilly, Inc., for the Town of Orange Park, Florida, for the Blake Avenue Water Main Improvements – Phase 1 project. The project encompasses water main replacement, pavement restoration, curb replacement, and ADA-compliant sidewalk improvements along Blake Avenue from Plainfield Avenue to the west right-of-way of US-17/Park Avenue. The scope includes construction of approximately 532 linear feet of new 8-inch DR-18 PVC water main with associated 6-inch PVC sections, installation of fire hydrant assemblies, water service connections ranging from 3/4-inch to 2-inch lines for multiple residential and commercial properties, and removal and abandonment of existing 6-inch and 3-inch water mains. The project requires asphalt pavement replacement totaling approximately 613 square yards, concrete sidewalk replacement of approximately 22 square yards, curb replacement of approximately 24 linear feet, and comprehensive traffic control and erosion management. The Town of Orange Park issued bid documents on August 20, 2026, with sealed bids due by 10:00 a.m. on Thursday, September 24, 2026. The engineer of record, Donald J. Sheldon, Jr., will accept written questions through 4:00 p.m. on Monday, September 14, 2026. Notice to proceed is anticipated for October 2026.

The bid plans include detailed water main profiles and plans across 15 sheets, mechanical restraint requirements for all pressure main fittings, utility separation standards maintained at minimum 3 feet horizontal and 12 inches vertical separation from existing sanitary and storm sewers, and comprehensive restoration details for pavement, curb, and sidewalk work. Temporary traffic control on Blake Avenue shall maintain one-way eastbound traffic for the project duration with coordination required from the contractor a minimum of 10 calendar days in advance of any road closures or one-way conversions. All work shall comply with OSHA standards, the Florida Trench Safety Act, FDOT specifications, and Town of Orange Park standards. The contractor is solely responsible for determining subsurface and groundwater conditions, obtaining a geotechnical report, maintaining continuous water service to all existing customers throughout construction, and preparing as-built drawings by a licensed Florida surveyor based on NAVD 88 datum.

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Other files

File	Type	Posted
Addendum 2.pdf	PDF	Aug 20, 2026
00320 - UNIT PRICES FOR ADJUSTMENT (Rev).pdf	PDF	Aug 20, 2026
Specs.pdf	PDF	Aug 20, 2026
Geotechnical Exploration Report.pdf	PDF	Aug 20, 2026
Addendum 1.pdf	PDF	Aug 20, 2026

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P A

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A M

VICINITY MAP

N.T.S.

S41, T-4S, R26E

PROJECT

LOCATION

TOWN OF ORANGE PARK, FLORIDA

BLAKE AVENUE

WATER MAIN IMPROVEMENTS - PH I

PLANS PREPARED FOR THE

PLANS PREPARED BY:

CRAWFORD, MURPHY & TILLY, INC.

7785 BAYMEADOWS WAY, SUITE 200

JACKSONVILLE, FL 32256

ENGINEERING BUSINESS REGISTRY NO. 29465

C-1

BID DOCUMENT

ISSUED:

O R

E C

BLAKE AVE

PAR

K AVE

JULY 21, 2026

STATE OF

No. 90306

LD J. SHELDON, JR.

FL O R I DA

L I CENSE

PROFESSIONAL ENGINEE

Sheet List Table Sheet Number Sheet Title

C-1 COVER SHEET

C-2 GENERAL NOTES

C-3 - C-5 WATER MAIN PLAN & PROFILE

C-6 - C-10 WATER DETAILS

C-11 RESTORATION DETAILS

C-12 - C-14 TEMPORARY TRAFFIC CONTROL PLAN

C-15 TEMPORARY TRAFFIC CONTROL

DETAIL

AutoCAD SHX Text DONALD J. SHELDON, JR., STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE No.90306 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY DONALD J. SHELDON, JR. ON THE DATE INDICATED HERE. SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

GENERAL NOTES

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH OSHA, THE FLORIDA TRENCH SAFETY ACT, AND APPLICABLE SAFETY REGULATIONS.

2. ONLY EXCAVATION THAT CAN BE BACKFILLED BY THE END OF THE WORK DAY SHALL BE PERFORMED. NO OPEN TRENCH SHALL REMAIN AFTER WORK

HOURS.

3. GOVERNING SPECIFICATIONS: ALL EQUIPMENT AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH FDOT, TOWN OF ORANGE PARK, AND APPLICABLE

STANDARD DRAWINGS, LATEST EDITION.

4. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER IF FIELD CONDITIONS DIFFER FROM THOSE SHOWN IN THE PLANS. FAILURE TO PROVIDE

TIMELY NOTICE MAY RESULT IN CONTRACTOR RESPONSIBILITY FOR ASSOCIATED COSTS.

5. ALL DISTURBED AREAS SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN PRE-CONSTRUCTION CONDITION, UNLESS OTHERWISE

SPECIFIED.

6. DAMAGE RESULTING FROM CONTRACTOR OPERATIONS OR NEGLIGENCE SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE.

CONTRACTOR RESPONSIBILITIES

7. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, SCHEDULING, AND SITE SAFETY.

8. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE PLANS, SPECIFICATIONS, AND REQUIREMENTS OF AUTHORITIES HAVING

JURISDICTION.

9. THE ENGINEER SHALL NOT HAVE CONTROL OVER OR RESPONSIBILITY FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, OR SAFETY PRACTICES, AND SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO PERFORM WORK IN ACCORDANCE

WITH THE CONTRACT DOCUMENTS.

10. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH UTILITY OWNERS AND OTHER AFFECTED PARTIES AND SHALL VERIFY EXISTING CONDITIONS

PRIOR TO CONSTRUCTION.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURACY AND COMPLETENESS OF ALL RECORD (AS-BUILT) INFORMATION PROVIDED.

UTILITIES AND SURVEY

12. THE LOCATION OF EXISTING UTILITIES AND TOPOGRAPHY IS BASED ON BEST AVAILABLE INFORMATION AND IS NOT GUARANTEED. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS PRIOR TO CONSTRUCTION. THE ENGINEER DOES NOT WARRANT THE COMPLETENESS OR ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR UTILITIES NOT SHOWN OR IDENTIFIED DURING DESIGN.

13. CONTRACTOR SHALL NOTIFY SUNSHINE STATE ONE CALL (811) AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION.

14. ANY PUBLIC LAND CORNER, CONTROL MONUMENT, OR BENCHMARK SHALL BE PROTECTED. DAMAGED MONUMENTS SHALL BE REESTABLISHED BY A

LICENSED SURVEYOR AT THE CONTRACTOR'S EXPENSE.

15. CONTRACTOR SHALL EMPLOY A LICENSED FLORIDA SURVEYOR TO MAINTAIN CONTROL AND PREPARE AS-BUILT DRAWINGS.

16. INVERT ELEVATIONS REFER TO INSIDE BOTTOM OF PIPE OR CENTERLINE OF STRUCTURE UNLESS OTHERWISE NOTED.

EARTHWORK AND PIPE

17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING SITE CONDITIONS INCLUDING SUBSURFACE CONDITIONS, MATERIALS, AND GROUNDWATER CONDITIONS. NO CLAIMS FOR EXTRA COMPENSATION BASED ON SUCH CONDITIONS SHALL BE ALLOWED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A GEOTECHNICAL REPORT. THERE ARE NO GEOTECHNICAL REPORTS AS OF THE DATE SHOWN ON THE COVER SHEET

OF THESE PLANS.

18. FILL SHALL BE PLACED IN MAXIMUM 8-INCH LOOSE LIFTS AND COMPACTED IN ACCORDANCE WITH FDOT SPECIFICATIONS. COMPACTION TESTING SHALL

BE ON AN ASTM D1557 BASIS.

19. UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH APPROVED MATERIAL. A GEOTECHNICAL REPORT SHALL BE OBTAINED AND

REFERENCED WHEN EVALUATING SUITABILITY OF SOILS.

20. PIPE DEFLECTION SHALL NOT EXCEED 50% OF MANUFACTURER LIMITS AND SHALL BE VERIFIED BY TESTING.

21. MECHANICAL RESTRAINT SHALL BE PROVIDED AT ALL PRESSURE MAIN FITTINGS AND TERMINATIONS IN ACCORDANCE WITH PROJECT DETAILS.

STORMWATER

22. EROSION AND SEDIMENT CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH FDOT STANDARDS AND APPLICABLE FDEP NPDES CONSTRUCTION

PERMIT REQUIREMENTS AND LOCAL JURISDICTIONAL REQUIREMENTS.

23. CONTRACTOR IS RESPONSIBLE FOR OBTAINING NPDES PERMITS OR FILING NOTICE OF INTENT (NOI) AND DEVELOPING A STORMWATER POLLUTION

PREVENTION PLAN (SWPPP) WHERE REQUIRED.

24. CONTRACTOR SHALL CONTROL SEDIMENT-LADEN RUNOFF AND STABILIZE DISTURBED AREAS AS SOON AS PRACTICABLE.

25. DEWATERING, IF REQUIRED, SHALL COMPLY WITH ALL APPLICABLE PERMITS AND DISCHARGE REQUIREMENTS.

ROADWAY AND RESTORATION

26. ROADWAY SUBGRADE, SUBBASE, AND BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH FDOT AND TOWN OF ORANGE PARK STANDARDS.

27. FINAL GRADES SHALL BE WITHIN TOLERANCE (±0.01 FT) AND SLOPED TO DRAIN.

28. MAINTENANCE OF TRAFFIC (MOT) SHALL BE PROVIDED IN ACCORDANCE WITH "SECTION 102 - MAINTENANCE OF TRAFFIC", FROM THE FDOT STANDARDS

FOR ROAD AND BRIDGE CONSTRUCTION.

29. SIGNAGE AND STRIPING SHALL CONFORM TO THE MUTCD, LATEST EDITION. THERMOPLASTIC MARKINGS SHALL BE USED UNLESS OTHERWISE

SPECIFIED.

30. ALL DRIVEWAYS, FENCES, MAILBOXES, IRRIGATION, AND OTHER IMPACTED FEATURES SHALL BE RESTORED OR REPLACED BY THE CONTRACTOR.

TESTING AND SUBMITTALS

31. CONTRACTOR SHALL PAY FOR ALL REQUIRED TESTING. FAILED TESTS SHALL BE RETESTED AT THE CONTRACTOR'S EXPENSE.

32. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PRIOR TO CONSTRUCTION. WORK PERFORMED WITHOUT APPROVED SUBMITTALS MAY BE SUBJECT TO

REJECTION.

33. ENGINEER REVIEW OF SUBMITTALS OR RECORD DRAWINGS DOES NOT RELIEVE CONTRACTOR OF RESPONSIBILITY FOR ACCURACY OR

COMPLETENESS.

AS-BUILTS/CLOSEOUT

34. AS-BUILT DRAWINGS SHALL BE PREPARED BY A LICENSED PROFESSIONAL SURVEYOR IN THE STATE OF FLORIDA AND SUBMITTED PRIOR TO FINAL

INSPECTION.

35. ALL ELEVATIONS SHALL BE BASED ON NAVD 88.

36. FINAL INSPECTION SHALL NOT BE SCHEDULED UNTIL REQUIRED AS-BUILTS HAVE BEEN SUBMITTED AND REVIEWED.

37. CONTRACTOR SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA) AND APPLICABLE PUBLIC RIGHT-OF-WAY ACCESSIBILITY GUIDELINES

(PROWAG), IN ACCORDANCE WITH FDOT REQUIREMENTS.

C-2

GENERAL NOTES

24007698-00_GNNT.DWG

ANP

DJS

24007698-00

ANP

DJS

TOWN OF ORANGE PARK

ORANGE PARK, FL

License No. 29465

SHEET OF

SHEET TITLE

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEMARK

CONSULTANTS

P at h:

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APPROVED BY:

OWNER

CRAWFORD, MURPHY & TILLY, INC. 2026

DONALD J. SHELDON, JR., STATE OF FLORIDA, PROFESSIONAL

ENGINEER, LICENSE NO. 90306

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY DONALD J.

SHELDON, JR. ON THE DATE INDICATED ON THE COVER SHEET.

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

TOWN OF ORANGE PARK

ORANGE PARK, FL

BLAKE AVENUE WATER

MAIN IMPROVEMENT - PH 1

BID DOCUMENT

JULY 22, 2026

W W W W W W W W W

10+00 11+00 12+00 13+00 14+00 15+00 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

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

ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST

ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

M M M M

EXISTING 12" STORM SEWER

1177 PLAINFIELD AVE 437 BLAKE AVE

458 BLAKE AVE

436 BLAKE AVE

425 BLAKE AVE

422 BLAKE AVE

415 BLAKE AVE

362 BLAKE AVE

INSTALL 8" x 8" x 6" DI MJ TEE

STA. 12+03.03

OFF. 8.89

CONSTRUCT SINGLE LONG SIDE

WATER SERVICE. SEE DETAIL.

458 BLAKE AVE: 3/4" CONNECTION

STA. 11+15.32

OFF. 8.85

CONSTRUCT DOUBLE SHORT SIDE

WATER SERVICE. SEE DETAIL.

1177 PLAINFIELD AVE: 3/4" CONNECTION

437 BLAKE AVE: 3/4" CONNECTION

STA. = 11+84.20

OFF. = 8.88

CONSTRUCT DOUBLE LONG SIDE

WATER SERVICE. SEE DETAIL.

436 BLAKE AVE: 3/4" CONNECTION

426 BLAKE AVE: 3/4" CONNECTION

STA. = 12+69.67

OFF. = 8.92

CONSTRUCT SINGLE LONG SIDE

WATER SERVICE. SEE DETAIL.

422 BLAKE AVE: 3/4" CONNECTION

STA. 13+73.86

OFF. 8.96

CONSTRUCT SINGLE LONG SIDE

WATER SERVICE. SEE DETAIL.

362 BLAKE AVE: 3/4" CONNECTION

STA. 14+63.71

OFF. 9.00

EXISTING 8"

SANITARY SEWER

W W W W W

CONSTRUCT 9 LF OF

8" DR-18 PVC WATER MAIN

INSTALL 14" x 14" x 8" TAPPING

SLEEVE AND 8" GATE VALVE

ON EXISTING 14" WM. INSTALL

TEMPORARY SAMPLE TAP.

STA. 10+11.00

OFF. 11.66' LT

CONSTRUCT 26 LF OF

8" DR-18 PVC WATER MAIN

CONSTRUCT 95 LF OF

8" DR-18 PVC WATER MAIN

CONSTRUCT 17 LF OF

8" DR-18 PVC WATER MAIN

UNDER EXISTING STORM SEWER.

CONSTRUCT 1 LF OF

8" DR-18 PVC WATER MAIN

CONSTRUCT 1 LF OF

8" DR-18 PVC WATER MAIN

BLAKE AVENUE

D A

ECLOSE VALVE ON EXISTING WM

AFTER PROPOSED WM IS CLEARED

AND SERVICES HAVE BEEN

TRANSFERRED. REMOVE AND

DISPOSE OF EXISTING VALVE BOX

AND COVER. GROUT FILL AND

ABANDON IN PLACE ±532 LF OF

EXISTING 6" WM.

EXISTING

SAN MH

W W

MAINTAIN MINIMUM HORIZONTAL SEPARATION OF 3' MIN

FROM EXISTING SANITARY SEWER (TYP.)

EXISTING

SAN MH

INSTALL 8" 11.25°

DI MJ BEND VERTICAL

STA 10+47.90

OFF. 8.41

CONSTRUCT 56 LF OF

8" DR-18 PVC WATER MAIN

W W W W

EXISTING 14" WM

EXISTING 6" WM

± 285 SY

PAVEMENT

REPLACEMENT

± 254 SY

PAVEMENT

REPLACEMENT

REMOVE EXISTING METER BOXES FROM

SIDEWALK AND INSTALL NEW METER BOXES IN

GRASS. REPLACE ± 3 SY CONCRETE SIDEWALK

SECTION PER TOWN DETAIL.

REMOVE EXISTING METER BOXES FROM

SIDEWALK AND INSTALL NEW METER BOXES IN

GRASS. REPLACE ± 3 SY CONCRETE SIDEWALK

SECTION PER TOWN DETAIL.

CONSTRUCT DOUBLE SHORT SIDE

WATER SERVICE. SEE DETAIL.

425 BLAKE AVE: 3/4" CONNECTION

415 BLAKE AVE: 3/4" CONNECTION

STA. = 14+33.61

OFF. = 8.99

CONSTRUCT 9 LF

OF 6" DR-18 PVC

WATER MAIN

REMOVE EXISTING FIRE HYDRANT

ASSEMBLY AND RETURN TO TOWN

OF ORANGE PARK PUBLIC WORKS.

CONSTRUCT FIRE HYDRANT

ASSEMBLY WITH CONCRETE PAD.

SEE DETAIL.

TO 426 BLAKE AVE

INSTALL 8" 45°

DI MJ BEND (VERT.)

STA 13+20.46

OFF. 8.58

INSTALL 8" 22.50°

DI MJ BEND

STA 10+20.85

OFF. 8.38

INSTALL 8" 45°

DI MJ BEND (VERT.)

STA 13+00.78

OFF. 8.57

INSTALL 8" 45°

DI MJ BEND (VERT.)

STA 13+18.71

OFF. 8.58

CONSTRUCT 96 LF OF

8" DR-18 PVC WATER MAIN

EXISTING 15"

STORM SEWER

INSTALL 8" 45°

DI MJ BEND (VERT.)

STA 12+99.34

OFF. 8.57

EXISTING 8" SANITARY SEWER

℄ CONST. BLAKE AVE

WM STA

0+00 WM STA

1+00

WM STA

2+00

WM STA

3+00

WM STA

4+00

M A

T C

N E

S T

A . 1

EXISTING GRADE

ALONG WATER MAIN

CONNECT TO

EXISTING 14"

WATER MAIN

8" DR-18 PVC WATER MAIN

8" x 8" x 6" DI MJ TEE, TO FIRE HYDRANT

-0+10 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50

EXISTING 15" RCP STORM

APPROX. INV. EL.=14.50

12" MIN. SEPARATION

3' MIN. COVER

22.50° DI MJ BEND

45° DI MJ BEND

45° DI MJ BEND 45° DI MJ BEND

45° DI MJ BEND

11.25° DI MJ BEND

EXISTING 6" WM

APPROX. INV. EL.=18.20

12" MIN. SEPARATION

C-3

WATER MAIN PLAN &

PROFILE

24007698-00_UTIL.DWG

ANP

DJS

24007698-00

ANP

DJS

License No. 29465

SHEET OF

SHEET TITLE

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEMARK

CONSULTANTS

P at h:

:\O ra ng eP ar k\

-0 0_

B la ke A ve \7

0\ U til iti es \2

.d w g D at e:

F rid ay , J ul y

, 2

A M

APPROVED BY:

OWNER

CRAWFORD, MURPHY & TILLY, INC. 2026

DONALD J. SHELDON, JR., STATE OF FLORIDA, PROFESSIONAL

ENGINEER, LICENSE NO. 90306

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY DONALD J.

SHELDON, JR. ON THE DATE INDICATED ON THE COVER SHEET.

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

TOWN OF ORANGE PARK

ORANGE PARK, FL

BLAKE AVENUE WATER

MAIN IMPROVEMENT - PH 1

BID DOCUMENT

JULY 22, 2026

Feet 0 20 40

NOTES:

1. WATER MAIN APPURTENANCES AND ASSOCIATED

IMPROVEMENTS ARE LABELED BY ROADWAY STATION.

2. WATER MAIN ALIGNMENT STATIONING IS SHOWN

SEPARATELY FOR PROFILE CLARITY.

3. PROFILE STATIONING IS BASED ON WATER MAIN

ALIGNMENT.

FULL RECONSTRUCTION PAVEMENT

DESIGN:

2" ASPHALTIC CONCRETE - TYPE

SP-9.5 (2-1" LIFTS)

6" LIMEROCK (98% MAX DENSITY,

AASHTO T -180)

12" COMPACTED SUB-BASE. LBR 40

100% MAX DENSITY, AASHTO-180)

AutoCAD SHX Text p

AutoCAD SHX Text 15" Live Oak

AutoCAD SHX Text 12" Cedar

AutoCAD SHX Text p

AutoCAD SHX Text Crepe Myrtle

AutoCAD SHX Text Water Meter

AutoCAD SHX Text Sidewalk

AutoCAD SHX Text p

AutoCAD SHX Text 20" Pine

AutoCAD SHX Text 37" Live Oak

AutoCAD SHX Text 32" Water Oak

AutoCAD SHX Text 6" Palm

AutoCAD SHX Text 12" Sago

AutoCAD SHX Text 14" Water Oak

AutoCAD SHX Text AT&T Cabinet

AutoCAD SHX Text Water Meter

AutoCAD SHX Text Water Meters

AutoCAD SHX Text t

AutoCAD SHX Text Water Meters

AutoCAD SHX Text Fire

AutoCAD SHX Text Hydrant

AutoCAD SHX Text Vault

AutoCAD SHX Text AT&T Cabinet

AutoCAD SHX Text x

AutoCAD SHX Text Fiber-Optic

AutoCAD SHX Text Valves

AutoCAD SHX Text 16" Water Oak

AutoCAD SHX Text Concrete

AutoCAD SHX Text Drive

AutoCAD SHX Text Concrete

AutoCAD SHX Text Drive

AutoCAD SHX Text Concrete

AutoCAD SHX Text Drive

AutoCAD SHX Text Concrete

AutoCAD SHX Text Drive

AutoCAD SHX Text Concrete

AutoCAD SHX Text Drive

AutoCAD SHX Text Concrete

AutoCAD SHX Text Drive

AutoCAD SHX Text Concrete

AutoCAD SHX Text Drive

AutoCAD SHX Text Concrete

AutoCAD SHX Text Drive

AutoCAD SHX Text Concrete

AutoCAD SHX Text Asphalt

AutoCAD SHX Text LP Gas Marker

AutoCAD SHX Text Storm Manhole

AutoCAD SHX Text Top = 17.61

AutoCAD SHX Text Inv. = 14.42 N

AutoCAD SHX Text Inv. = 14.34 E

AutoCAD SHX Text Inv. = 14,36 S

AutoCAD SHX Text Inv. = 14.36 W

AutoCAD SHX Text Curb Inlet

AutoCAD SHX Text Lip of Grate = 17.45

AutoCAD SHX Text Inv. = 14.80

AutoCAD SHX Text Curb Inlet

AutoCAD SHX Text Lip of Grate = 14.51

AutoCAD SHX Text Inv. = 14.43 E

AutoCAD SHX Text Inv. = 14.39 N (15" RCP)

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text Sanitary Manhole

AutoCAD SHX Text Top = 17.79

AutoCAD SHX Text Inv. = 9.19 E

AutoCAD SHX Text Inv. = 9.13 W

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text Sanitary Manhole

AutoCAD SHX Text Top = 17.79

AutoCAD SHX Text Inv. = -0.30 N

AutoCAD SHX Text Inv. = 4.74 E

AutoCAD SHX Text Storm Manhole

AutoCAD SHX Text Top = 19.,40

AutoCAD SHX Text Unable to open

AutoCAD SHX Text Sidewalk

AutoCAD SHX Text Inv. = -0.27 S

AutoCAD SHX Text Inv. = 13.68 W

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text Inv. 6" PVC = 15.05 N

AutoCAD SHX Text Inv. 6" PVC = 13.45 S

AutoCAD SHX Text Concrete

AutoCAD SHX Text Drive

AutoCAD SHX Text Concrete

AutoCAD SHX Text Drive

AutoCAD SHX Text Concrete

AutoCAD SHX Text 50" Oak Stump

Crepe Myrtle

W W W W W W W W W W W W W W W W W W W W W W W W W

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

S S

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

S T

ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST

ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

W W

M M

M M M

M M

425 BLAKE AVE 415 BLAKE AVE

362 BLAKE AVE

351 BLAKE AVE

346 BLAKE AVE

336 BLAKE AVE

331 BLAKE AVE

NOTE: WATER SERVICE IS

CONNECTED ON CARRINGTON CT

326 BLAKE AVE 316 BLAKE AVE 1206 PARK AVE

CONSTRUCT SINGLE LONG SIDE

WATER SERVICE. SEE DETAIL.

422 BLAKE AVE: 3/4" CONNECTION

STA. 13+73.86

OFF. 8.96

CONSTRUCT SINGLE LONG SIDE

WATER SERVICE. SEE DETAIL.

362 BLAKE AVE: 3/4" CONNECTION

STA. 14+63.71

OFF. 9.00

CONSTRUCT SINGLE LONG SIDE

WATER SERVICE. SEE DETAIL.

346 BLAKE AVE: 3/4" CONNECTION

STA. 15+70.31

OFF. 9.05

CONSTRUCT DOUBLE LONG SIDE

WATER SERVICE. SEE DETAIL.

336 BLAKE AVE: (2) 3/4" CONNECTION

STA. = 16+61.11

OFF. = 9.09

CONSTRUCT SINGLE LONG SIDE

WATER SERVICE. SEE DETAIL.

326 BLAKE AVE: 3/4" CONNECTION

STA. 17+26.42

OFF. 9.13

CONSTRUCT SINGLE LONG SIDE

WATER SERVICE. SEE DETAIL.

316 BLAKE AVE: 3/4" CONNECTION

STA. 18+42.82

OFF. 9.23

EXISTING 8"

SANITARY SEWER

MAINTAIN MINIMUM HORIZONTAL SEPARATION OF 3'

MIN. FROM EXISTING SANITARY SEWER (TYP.)

CONSTRUCT DOUBLE SHORT SIDE

WATER SERVICE. SEE DETAIL.

1156 PARK AVE: 1" CONNECTION

1138 PARK AVE: 1" CONNECTION

STA. = 18+41.89

OFF. = 9.23

UNDER EXISTING STORM SEWER.

8" DR-18 PVC WATER MAIN

CONSTRUCT 370 LF

OF 8" DR-18 PVC

WATER MAIN

CONSTRUCT 1 LF

OF 8" DR-18 PVC

WATER MAIN

CONSTRUCT 2 LF OF

8" DR-18 PVC WATER MAIN

N C

O U

R T

BLAKE AVENUE

1156 PARK AVE

REPLACEMENT

± 254 SY

PAVEMENT

REPLACEMENT

REMOVE EXISTING METER BOXES FROM

SIDEWALK AND INSTALL NEW METER BOXES IN

GRASS. REPLACE ± 3 SY CONCRETE SIDEWALK

SECTION PER TOWN DETAIL.

CONSTRUCT DOUBLE SHORT SIDE

WATER SERVICE. SEE DETAIL.

425 BLAKE AVE: 3/4" CONNECTION

415 BLAKE AVE: 3/4" CONNECTION

STA. = 14+33.61

OFF. = 8.99

DI MJ BEND (VERT.)

INSTALL 8" 45°

DI MJ BEND (VERT.)

STA 16+90.76

OFF. 8.81 INSTALL 8" 45°

DI MJ BEND (VERT.)

STA 16+92.10

OFF. 8.82

INSTALL 8" 45°

DI MJ BEND (VERT.)

STA 17+12.43

OFF. 8.84

CONSTRUCT 18 LF OF

8" DR-18 PVC WATER MAIN

EXISTING 8" SANITARY SEWER

EXISTING 18"

STORM SEWER

EXISTING 3/4"

BACKFLOW

PREVENTER

1138 PARK AVE 1"

BACK FLOW PREVENTER

1156 PARK AVE 3/4"

BACK FLOW PREVENTER

CONSTRUCT 189 LF OF

8" DR-18 PVC WATER MAIN

CLOSE VALVE ON EXISTING WM AFTER

PROPOSED WM IS CLEARED AND SERVICES

HAVE BEEN TRANSFERRED. REMOVE AND

DISPOSE OF EXISTING VALVE BOX AND

COVER. GROUT FILL AND ABANDON IN PLACE

± 380 LF OF EXISTING 6" WM.

EXISTING

SAN MH

EXISTING 3" WM LOCATION

AND SIZE APPROXIMATE.

CONTRACTOR SHALL VERIFY.

INSTALL 8" DI MJ

GATE VALVE.

INSTALL

TEMPORARY

SAMPLE TAP.

CUT AND CAP EXISTING

3" WATER MAIN

ABANDON IN PLACE.

℄ CONST. BLAKE AVE

EXISTING 6"

SANITARY SEWER

CONSTRUCT DOUBLE LONG SIDE

WATER SERVICE. SEE DETAIL.

1218 PARK AVE: (1) 3/4" CONNECTION

(1) 2" CONNECTION

STA. = 18+91.36

OFF. = 9.27

INSTALL 8" DI MJ GATE VALVE

STA. 19+35.44

OFF. 9.25

EXISTING 2" BACK FLOW

PREVENTER FOR 1218 PARK AVE

EXISTING 3/4" BACK

FLOW PREVENTER

FOR 1218 PARK AVE

ONCE INSERTION VALVE IS PLACED IN

SERVICE, DISCONNECT EXISTING WATER

MAIN WEST OF VALVE. GROUT FILL AND

ABANDON IN PLACE ± 68 LF OF EXISTING 6"

± 74 SY PAVEMENT REPLACEMENT

SEE SHEET C-6 FOR DETAILED VIEW OF THIS

AREA

CONSTRUCT 2 LF OF

8" DR-18 PVC WATER MAIN

WM STA

4+00 WM STA

5+00

WM STA

6+00

WM STA

7+00

WM STA

8+00

WM STA

9+00

CONSTRUCT SINGLE SHORT SIDE

WATER SERVICE. SEE DETAIL.

351 BLAKE AVE: 3/4" CONNECTION

STA. 16+02.90

OFF. 9.07

REMOVE EXISTING FIRE

HYDRANT ASSEMBLY. RETURN

TO TOWN OF ORANGE PARK

PUBLIC WORKS.

M A

T C

LIN

E S

T A

. 14+

M A

T C

N E

S T

A . 1

4+50 4+75 5+00 5+25 5+50 5+75 6+00 6+25 6+50 6+75 7+00 7+25 7+50 7+75 8+00 8+25 8+50 8+75

EXISTING 18" RCP STORM

APPROX. INV. EL.=13.85

3' MIN. COVER

12" MIN. SEPARATION

45° DI MJ BEND

EXISTING GRADE

ALONG WATER MAIN

C-4

WATER MAIN PLAN

AND PROFILE

24007698-00_UTIL.DWG

ANP

DJS

24007698-00

ANP

DJS

TOWN OF ORANGE PARK

ORANGE PARK, FL

BLAKE AVENUE WATER

MAIN IMPROVEMENT - PH 1

License No. 29465

SHEET OF

SHEET TITLE

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEMARK

CONSULTANTS

P at h:

:\O ra ng eP ar k\

-0 0_

B la ke A ve \7

0\ U til iti es \2

.d w g D at e:

F rid ay , J ul y

, 2

A M

APPROVED BY:

OWNER

CRAWFORD, MURPHY & TILLY, INC. 2026

DONALD J. SHELDON, JR., STATE OF FLORIDA, PROFESSIONAL

ENGINEER, LICENSE NO. 90306

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY DONALD J.

SHELDON, JR. ON THE DATE INDICATED ON THE COVER SHEET.

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

TOWN OF ORANGE PARK

ORANGE PARK, FL

BLAKE AVENUE WATER

MAIN IMPROVEMENT - PH 1

BID DOCUMENT

JULY 22, 2026

Feet 0 20 40

8" DR-18 PVC WATER MAIN 8" x 8" x 6" DI MJ TEE, TO FIRE HYDRANT

NOTES:

1. WATER MAIN APPURTENANCES AND ASSOCIATED

IMPROVEMENTS ARE LABELED BY ROADWAY STATION.

2. WATER MAIN ALIGNMENT STATIONING IS SHOWN

SEPARATELY FOR PROFILE CLARITY.

3. PROFILE STATIONING IS BASED ON WATER MAIN

ALIGNMENT.

FULL RECONSTRUCTION PAVEMENT

DESIGN:

2" ASPHALTIC CONCRETE - TYPE

SP-9.5 (2-1" LIFTS)

6" LIMEROCK (98% MAX DENSITY,

AASHTO T -180)

12" COMPACTED SUB-BASE. LBR 40

100% MAX DENSITY, AASHTO-180)

AutoCAD SHX Text p

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text 18" Cedar

AutoCAD SHX Text 19" Pine

AutoCAD SHX Text 14" Pine

AutoCAD SHX Text 28" Cedar

AutoCAD SHX Text Storm Inlet

AutoCAD SHX Text Top = 17.99

AutoCAD SHX Text Inv. = 14.19

AutoCAD SHX Text Concrete

AutoCAD SHX Text

AutoCAD SHX Text 48" Oak Stump

AutoCAD SHX Text Concrete

AutoCAD SHX Text Conc. Drive

AutoCAD SHX Text Sanitary Manhole

AutoCAD SHX Text Top = 18.17

AutoCAD SHX Text Inv. = 12.53 N

AutoCAD SHX Text Inv. = 11.76 W

AutoCAD SHX Text Inv. = 13.37 SE

AutoCAD SHX Text p

AutoCAD SHX Text 12" Palm

AutoCAD SHX Text 10"&6" Sago

AutoCAD SHX Text 14" Palm

AutoCAD SHX Text 12" Palm

AutoCAD SHX Text 6" Ornamental

AutoCAD SHX Text 26" Live Oak

AutoCAD SHX Text 12" Live Oak

AutoCAD SHX Text 15" Live Oak

AutoCAD SHX Text 12" Cedar

AutoCAD SHX Text 15"&29" Live Oaks

AutoCAD SHX Text 21 Sweetgum

AutoCAD SHX Text 30" Live Oak

AutoCAD SHX Text p

AutoCAD SHX Text Crepe Myrtle

AutoCAD SHX Text Water Meter

AutoCAD SHX Text 59" Live Oak

AutoCAD SHX Text Fire Hydrant

AutoCAD SHX Text Valve

AutoCAD SHX Text x

AutoCAD SHX Text c

AutoCAD SHX Text 8" Sago

AutoCAD SHX Text Water Meter

AutoCAD SHX Text Water Meters

AutoCAD SHX Text Hose Bib

AutoCAD SHX Text

BFP

AutoCAD SHX Text Water Meter

AutoCAD SHX Text Sidewalk

AutoCAD SHX Text p

AutoCAD SHX Text Valve

AutoCAD SHX Text Pavers

AutoCAD SHX Text Cleanout

AutoCAD SHX Text Concrete

AutoCAD SHX Text Drive

AutoCAD SHX Text Concrete

AutoCAD SHX Text Drive

AutoCAD SHX Text Concrete

AutoCAD SHX Text Drive

AutoCAD SHX Text Concrete

AutoCAD SHX Text Drive

AutoCAD SHX Text Concrete

AutoCAD SHX Text Drive

AutoCAD SHX Text Concrete

AutoCAD SHX Text Asphalt

AutoCAD SHX Text LP Gas Marker

AutoCAD SHX Text Water Meter

AutoCAD SHX Text

BFP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text Curb Inlet

AutoCAD SHX Text Lip of Grate = 17.39

AutoCAD SHX Text Inv. = 13.80 E

AutoCAD SHX Text Inv. - 13,82 W

AutoCAD SHX Text Curb Inlet

AutoCAD SHX Text Lip of Grate = 17.36

AutoCAD SHX Text Inv. = 14.12

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

6" DI

AutoCAD SHX Text Water Meter

AutoCAD SHX Text Sanitary Manhole

AutoCAD SHX Text Top = 17,91

AutoCAD SHX Text Inv. = 10.35 E

AutoCAD SHX Text Inv. = 10.27 W

AutoCAD SHX Text Inv. 6" PVC = 12.98 N

AutoCAD SHX Text Inv. 6" PVC = 12.46 S

AutoCAD SHX Text Concrete

AutoCAD SHX Text Crepe Myrtle

AutoCAD SHX Text Water Meter

AutoCAD SHX Text Sidewalk

AutoCAD SHX Text Fiber-Optic Box

AutoCAD SHX Text 18" Stump

AutoCAD SHX Text Sanitary MH

AutoCAD SHX Text Asphalt

AutoCAD SHX Text

BFP

AutoCAD SHX Text

BFP

Water Meters

WW W W

19+00 20+00 21+00 22+00 23+00

ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST

ST ST ST ST ST ST ST ST ST ST ST ST

S T

S S

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

WWW

S T

S S

S T

S S

W W W W W W W W W W W W W W W W W W W W W W

ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

S T

SS SS SS SS SS SS SS SS SS SS

ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST

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

W W W W W W W W W W W

W W

W W W W W W W W W W W W W W W W W

W W

M M

W W W

1206 PARK AVE

1156 PARK AVE

10 BLAKE AVE

WWWW

W W W WW W W W W W W W W W W W

1156 PARK AVE

BLAKE AVENUE

PAR

K AVEN

U E / U

S -17

EXISTING 6"

SANITARY SEWER

CONSTRUCT DOUBLE LONG SIDE

WATER SERVICE. SEE DETAIL.

1218 PARK AVE: (1) 3/4" CONNECTION

(1) 2" CONNECTION

STA. = 18+91.36

OFF. = 9.27

INSTALL 8" DI MJ GATE VALVE

STA. 19+35.44

OFF. 9.25

EXISTING 2" BACK FLOW

PREVENTER FOR 1218 PARK AVE

EXISTING 3/4" BACK

FLOW PREVENTER

FOR 1218 PARK AVE

CONSTRUCT 15 LF

OF 8" DR-18

PVC WATER MAIN

CONSTRUCT 31 LF

OF 8" DR-18 PVC

WATER MAIN

TO 1218 PARK AVE

ONCE INSERTION VALVE IS PLACED IN

SERVICE, DISCONNECT EXISTING WATER

MAIN WEST OF VALVE. GROUT FILL AND

ABANDON IN PLACE ± 68 LF OF EXISTING 6"

WATER MAIN

± 74 SY PAVEMENT REPLACEMENT

INSTALL 8" 11.25°

DI MJ BEND (VERT.)

STA 9+12.45

OFF. 0.00

MAINTAIN MINIMUM

HORIZONTAL SEPARATION OF

3' MIN. FROM EXISTING

SANITARY SEWER (TYP.)

INSTALL 8"

DI MJ CAP

STA 19+54.93

OFF. 9.08

SEE SHEET C-6 FOR DETAILED VIEW OF THIS

AREA

WM STA

9+00

WM STA

10+00

WM STA

11+00

WM STA

12+00

WM STA

13+00

CONSTRUCT SINGLE LONG SIDE

WATER SERVICE. SEE DETAIL.

1206 PARK AVE: 3/4" CONNECTION

STA. = 19+69.25

OFF. = 11.11

M A

T C

LIN

E S

T A

. 18+

M A

T C

LIN

E S

T A

. 23+

8+75 9+00 9+25 9+50 9+75 10+00 10+25 10+50 10+75 11+00 11+25 11+50 11+75 12+00 12+25 12+50 12+75 13+00 13+25

EXISTING 6"

PVC SANITARY

APPROX. INV.

EL.=12.65

11.25° DI MJ BEND

8" DI MJ CAP. POINT OF

CONNECTION FOR

FUTURE PHASE 2

WATER MAIN.

EXISTING GRADE

ALONG WATER MAIN

8" DR-18 PVC WATER MAIN

8" x 8" x 6" DI MJ TEE, TO FIRE HYDRANT

12" SEPARATION

C-5

WATER MAIN PLAN

AND PROFILE

24007698-00_UTIL.DWG

ANP

DJS

24007698-00

ANP

DJS

TOWN OF ORANGE PARK

ORANGE PARK, FL

BLAKE AVENUE WATER

MAIN IMPROVEMENT - PH 1

License No. 29465

SHEET OF

SHEET TITLE

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEMARK

CONSULTANTS

P at h:

:\O ra ng eP ar k\

-0 0_

B la ke A ve \7

0\ U til iti es \2

.d w g D at e:

F rid ay , J ul y

, 2

A M

APPROVED BY:

OWNER

CRAWFORD, MURPHY & TILLY, INC. 2026

DONALD J. SHELDON, JR., STATE OF FLORIDA, PROFESSIONAL

ENGINEER, LICENSE NO. 90306

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY DONALD J.

SHELDON, JR. ON THE DATE INDICATED ON THE COVER SHEET.

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

TOWN OF ORANGE PARK

ORANGE PARK, FL

BLAKE AVENUE WATER

MAIN IMPROVEMENT - PH 1

BID DOCUMENT

JULY 22, 2026

Feet 0 20 40

NOTES:

1. WATER MAIN APPURTENANCES AND ASSOCIATED

IMPROVEMENTS ARE LABELED BY ROADWAY STATION.

2. WATER MAIN ALIGNMENT STATIONING IS SHOWN

SEPARATELY FOR PROFILE CLARITY.

3. PROFILE STATIONING IS BASED ON WATER MAIN

ALIGNMENT.

4. SEE SHEET C-6 FOR DETAILED VIEW OF THIS AREA

ASE 2 (FU

FULL RECONSTRUCTION PAVEMENT

DESIGN:

2" ASPHALTIC CONCRETE - TYPE

SP-9.5 (2-1" LIFTS)

6" LIMEROCK (98% MAX DENSITY,

AASHTO T -180)

12" COMPACTED SUB-BASE. LBR 40

100% MAX DENSITY, AASHTO-180)

AutoCAD SHX Text

30" RCP

AutoCAD SHX Text

48" RCP

AutoCAD SHX Text p

AutoCAD SHX Text t

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text Overhead Line

AutoCAD SHX Text Water Valve

AutoCAD SHX Text Sidewalk

AutoCAD SHX Text Telephone Manhole

AutoCAD SHX Text Water Valve

AutoCAD SHX Text Concrete Pavement

AutoCAD SHX Text

15" CPP

AutoCAD SHX Text Concrete

AutoCAD SHX Text 11" Palm

AutoCAD SHX Text 10" Palms

AutoCAD SHX Text A s p h a l t P a r k i n g L o t

AutoCAD SHX Text 30" Oak

AutoCAD SHX Text Sidewalk

AutoCAD SHX Text

6" VC

AutoCAD SHX Text Fiber Optic Paint

AutoCAD SHX Text Water Valve

AutoCAD SHX Text Sidewalk

AutoCAD SHX Text 6" DI Force Main

AutoCAD SHX Text Concrete

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text Sidewalk

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text 18" Cedar

AutoCAD SHX Text 11" Cedar

AutoCAD SHX Text 25" Cedar

AutoCAD SHX Text

18'RCP

AutoCAD SHX Text Concrete

AutoCAD SHX Text 19" Pine

AutoCAD SHX Text 14" Pine

AutoCAD SHX Text 28" Cedar

AutoCAD SHX Text Storm Inlet

AutoCAD SHX Text Top = 17.99

AutoCAD SHX Text Inv. = 14.19

AutoCAD SHX Text Concrete

AutoCAD SHX Text

AutoCAD SHX Text 48" Oak Stump

AutoCAD SHX Text Concrete

AutoCAD SHX Text Conc. Drive

AutoCAD SHX Text

3/4" BFP

AutoCAD SHX Text Sidewalk

AutoCAD SHX Text Concrete

AutoCAD SHX Text 6" Water Main

AutoCAD SHX Text Sidewalk

AutoCAD SHX Text Fiber Optic Cable

AutoCAD SHX Text 48" Oak

AutoCAD SHX Text

8" VC

AutoCAD SHX Text

8" VC

AutoCAD SHX Text Concrete

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

48" RCP

AutoCAD SHX Text Sidewalk

AutoCAD SHX Text 24" Curb & Gutter

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

AT&T

AutoCAD SHX Text FO Vault

AutoCAD SHX Text p

AutoCAD SHX Text Sanitary Manhole

AutoCAD SHX Text Top = 18.42

AutoCAD SHX Text Inv. = 11.33 N

AutoCAD SHX Text Inv. = 12.76 E

AutoCAD SHX Text Inv. = 11.24 S

AutoCAD SHX Text Santary Manhole

AutoCAD SHX Text Top = 17.41

AutoCAD SHX Text Inv. = 11.13 E

AutoCAD SHX Text Inv. = 11.06 N

AutoCAD SHX Text Inv. = 14.17 SE

AutoCAD SHX Text Sanitary Manhole

AutoCAD SHX Text Top = 18.17

AutoCAD SHX Text Inv. = 12.53 N

AutoCAD SHX Text Inv. = 11.76 W

AutoCAD SHX Text Inv. = 13.37 SE

AutoCAD SHX Text Sanitary Manhole

AutoCAD SHX Text Top = 17.95

AutoCAD SHX Text Inv. = 14.49 W

AutoCAD SHX Text Inv. = 14.53 E

AutoCAD SHX Text Inv. = 14.53 N

AutoCAD SHX Text Storm Inlet

AutoCAD SHX Text Top = 17.38

AutoCAD SHX Text Inv. = 15.20 W

AutoCAD SHX Text Inv. = 15.20 NE

AutoCAD SHX Text Storm Inlet

AutoCAD SHX Text Grate = 18.32

AutoCAD SHX Text Inv. = 15.85 N

AutoCAD SHX Text Inv. = 15.84 E

AutoCAD SHX Text Unable to open

AutoCAD SHX Text Lid welded shut

AutoCAD SHX Text Storm Manhole

AutoCAD SHX Text Top = 18.20

AutoCAD SHX Text Inv. = 10.3%%PN

AutoCAD SHX Text Inv. = 5.5%%PE

AutoCAD SHX Text Inv. = 5.5%%PS

AutoCAD SHX Text Inv. = 13.0%%PW

AutoCAD SHX Text Per Town of OP

AutoCAD SHX Text plans by Fred Wilson

AutoCAD SHX Text and Associates

AutoCAD SHX Text Curb Inlet

AutoCAD SHX Text Grate = 17.24

AutoCAD SHX Text Inv. = 13.37 N

AutoCAD SHX Text Inv. = 13.23 E

AutoCAD SHX Text Inv. = 13.21 W

AutoCAD SHX Text Curb Inlet

AutoCAD SHX Text Grate = 17.17

AutoCAD SHX Text Inv. = 13.69 W

AutoCAD SHX Text Inv. = 13.63 S.

AutoCAD SHX Text p

AutoCAD SHX Text Water Meter

AutoCAD SHX Text Sidewalk

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

BFP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

6" DI

AutoCAD SHX Text 15" Maple

AutoCAD SHX Text 16' Oak

AutoCAD SHX Text Fiber-Optic Box

AutoCAD SHX Text Asphalt

AutoCAD SHX Text

BFP

AutoCAD SHX Text

BFP

AutoCAD SHX Text Water Meters

Ornamental

W W W W W W W W W W W

17+00 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

S T

ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

W W

M M M

W W

CONST. BLAKE AVE

WM STA

7+00

W W WW

19+00 20+00

ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST

S S

S T

SS SS SS SS

ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST

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

W W W W W W W W W

W W

W W W W W W W

WWWWWWWWW

W W W W W W W

W W

W WW

WM STA

9+00

WM STA

10+00

C-6

WATER DETAILS

24007698-00_UTIL.DWG

ANP

DJS

24007698-00

ANP

DJS

TOWN OF ORANGE PARK

ORANGE PARK, FL

BLAKE AVENUE WATER

MAIN IMPROVEMENT - PH 1

License No. 29465

SHEET OF

SHEET TITLE

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEMARK

CONSULTANTS

P at h:

:\O ra ng eP ar k\

-0 0_

B la ke A ve \7

0\ U til iti es \2

.d w g D at e:

F rid ay , J ul y

, 2

A M

APPROVED BY:

OWNER

CRAWFORD, MURPHY & TILLY, INC. 2026

DONALD J. SHELDON, JR., STATE OF FLORIDA, PROFESSIONAL

ENGINEER, LICENSE NO. 90306

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY DONALD J.

SHELDON, JR. ON THE DATE INDICATED ON THE COVER SHEET.

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

TOWN OF ORANGE PARK

ORANGE PARK, FL

BLAKE AVENUE WATER

MAIN IMPROVEMENT - PH 1

BID DOCUMENT

JULY 22, 2026

Feet 0 10 20

REMOVE AND REPLACE ± 24

SY OF CONCRETE SIDEWALK

AT NEAREST EXISTING JOINT.

INSTALL 6" DI MJ 90° BEND

CONSTRUCT 32 LF

OF 6" DR-18 PVC

CONSTRUCT FIRE HYDRANT

ASSEMBLY WITH CONCRETE

PAD. SEE DETAIL.

4" x 3" DI MJ REDUCER, CONNECT TO EXISTING 3"

WATER MAIN. SEE NOTE 4,

THIS SHEET.

INSTALL 6" DI MJ GATE

VALVE

CONSTRUCT 4 LF

OF 4" DR-18 PVC

INSTALL 4" DI MJ 90° BEND

INSTALL 6" DI MJ GATE VALVE AND SAMPLE TAP

NOTES:

1. WATER MAIN APPURTENANCES AND ASSOCIATED

IMPROVEMENTS ARE LABELED BY ROADWAY STATION.

2. WATER MAIN ALIGNMENT STATIONING IS SHOWN

SEPARATELY FOR PROFILE CLARITY.

3. PROFILE STATIONING IS BASED ON WATER MAIN

ALIGNMENT.

4. PROVIDE CONTINUOUS WATER SERVICE TO ALL

CUSTOMERS SERVED BY THE EXISTING 3-INCH WATER

MAIN THROUGHOUT CONSTRUCTION. MEANS AND

METHODS OF MAINTAINING SERVICE, INCLUDING BUT

NOT LIMITED TO INSERTION VALVES, LINE STOPPING, OR

TEMPORARY BYPASS PIPING, SHALL BE THE

CONTRACTOR'S RESPONSIBILITY. PERMANENT

ISOLATION OF THE CARRINGTON COURT WATER MAIN

SHALL BE PROPOSED 6-INCH GATE VALVE SHOWN IN

THE SIDEWALK NEAR THE PROPOSED FIRE HYDRANT.

INSTALL 6" DI MJ TEE

INSTALL 6" x 4" DI MJ REDUCER

REMOVE AND REPLACE

± 12 LF OF 18" MIAMI

CURB, LIKE KIND, AT

NEAREST EXISTING

JOINT. SEE STANDARD

CURB TEMPLATE

DETAIL, SHEET C-11.

INSTALL 8" x 8" x 6" DI MJ TEE

Feet 0 10 20

CLOSE EXISTING 6"

GATE VALVE AND

CONNECT NEW 6"

WATER MAIN

INSTALL 6" DI MJ TEE

INSTALL 6" DI

MJ 90° BEND

INSTALL 6" DI MJ TEE

INSTALL 6" DI

MJ 90° BEND

REMOVE AND REPLACE ± 12 LF OF 18" MIAMI CURB,

LIKE KIND, AT NEAREST EXISTING JOINT. SEE

STANDARD CURB TEMPLATE DETAIL, SHEET C-11.

CONSTRUCT 14 LF

OF 6" DR-18 PVC

CONSTRUCT 8 LF OF 6" DR-18 PVC

N C

O U

R T

CONSTRUCT 4 LF

OF 4" DR-18 PVC

EXISTING FIBER

OPTIC BOX. USE

CAUTION, BURIED

FIBER CONDUITS

EXPECTED.

REMOVE AND REPLACE

±12 LF OF 18" MIAMI CURB,

LIKE KIND, AT NEAREST

EXISTING JOINT. SEE

CURB CUT RAMP DETAIL,

SHEET C-11.

INSTALL 6" HYDRA-STOP INSTA-VALVE 250 OR

APPROVED EQUAL ON EXISTING 6" CI WATER MAIN.

CLOSE VALVE AND CONNECT NEW 6" WATER MAIN.

INSTALL TEMPORARY SAMPLE TAP.

CONSTRUCT 92 LF

OF 6" DR-18 PVC

CONSTRUCT FIRE HYDRANT

ASSEMBLY WITH CONCRETE

PAD. SEE DETAIL.

INSTALL 6" DI

MJ 90° BEND

INSTALL 8" x 8" x 6"

DI MJ TEE

DETAIL FROM SHEET C-4 DETAIL FROM SHEET C-5

REMOVE AND REPLACE ± 16

SY OF CONCRETE SIDEWALK

AT NEAREST EXISTING JOINT.

AutoCAD SHX Text p

AutoCAD SHX Text 10"&6" Sago

AutoCAD SHX Text x

AutoCAD SHX Text 8" Sago

AutoCAD SHX Text Water Meter

AutoCAD SHX Text Sidewalk

AutoCAD SHX Text Valve

AutoCAD SHX Text Concrete

AutoCAD SHX Text Drive

AutoCAD SHX Text Concrete

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text Curb Inlet

AutoCAD SHX Text Lip of Grate = 17.36

AutoCAD SHX Text Inv. = 14.12

AutoCAD SHX Text Sidewalk

AutoCAD SHX Text Fiber-Optic Box

AutoCAD SHX Text Sanitary MH

AutoCAD SHX Text p

AutoCAD SHX Text Overhead Line

AutoCAD SHX Text Water Valve

AutoCAD SHX Text Sidewalk

AutoCAD SHX Text Concrete

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text Sidewalk

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text 18" Cedar

AutoCAD SHX Text 11" Cedar

AutoCAD SHX Text 25" Cedar

AutoCAD SHX Text

18'RCP

AutoCAD SHX Text Concrete

AutoCAD SHX Text 19" Pine

AutoCAD SHX Text Storm Inlet

AutoCAD SHX Text Top = 17.99

AutoCAD SHX Text Inv. = 14.19

AutoCAD SHX Text Concrete

AutoCAD SHX Text

3/4" BFP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text Sanitary Manhole

AutoCAD SHX Text Top = 18.17

AutoCAD SHX Text Inv. = 12.53 N

AutoCAD SHX Text Inv. = 11.76 W

AutoCAD SHX Text Inv. = 13.37 SE

AutoCAD SHX Text Curb Inlet

AutoCAD SHX Text Grate = 17.24

AutoCAD SHX Text Inv. = 13.37 N

AutoCAD SHX Text Inv. = 13.23 E

AutoCAD SHX Text Inv. = 13.21 W

AutoCAD SHX Text Curb Inlet

AutoCAD SHX Text Grate = 17.17

AutoCAD SHX Text Inv. = 13.69 W

AutoCAD SHX Text Inv. = 13.63 S.

AutoCAD SHX Text Sidewalk

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

6" DI

AutoCAD SHX Text 15" Maple

AutoCAD SHX Text 16' Oak

AutoCAD SHX Text Fiber-Optic Box

AutoCAD SHX Text Asphalt

Asphalt

LOCATE WIRE FOR BRANCH MAIN

HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS

CONFLICTING UTILITY

POTABLE WATER

RECLAIMED WATER

WASTEWATER

(GRAVITY AND FORCE MAIN)

VACUUM SEWERS

POTABLE WATER RECLAIMED WATER VACUUM SEWERS

RIGHT OF WAYS

HORIZ. VERT.

WASTEWATER

HORIZ. VERT. JOINT

SPACING* HORIZ. VERT. HORIZ. VERT.JOINT

SPACING*

JOINT

SPACING*

JOINT

SPACING*

12"

STORM

SEWERS 12"

PROPOSED UTILITY

NOTE 2

NOTES:

1. THIS SEPARATION REQUIREMENT IS TO PROVIDE ACCESSIBILITY FOR CONSTRUCTION AND MAINTENANCE. THREE FEET OF HORIZONTAL SEPARATION IS THE MINIMUM FOR PIPES WITH THREE FEET OF COVER. FOR PIPES INSTALLED AT GREATER DEPTH, PROVIDE AN ADDITIONAL FOOT OF SEPARATION FOR EACH

ADDITIONAL FOOT OF DEPTH.

2. THE MINIMUM JOINT SPACING REQUIRED FROM CROSSING FROM OTHER UTILITIES WHILE STILL MAINTAINING MINIMUM VERTICAL SEPARATION.

3. DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE.

4. NO WATER PIPE SHALL PASS THROUGH OR COME INTO CONTACT WITH ANY PART OF SANITARY OR STORM WATER MANHOLE OR STRUCTURES.

5. WATER MAIN SHOULD CROSS ABOVE OTHER PIPES WHENEVER POSSIBLE. WHEN WATER MAIN MUST BE BELOW OTHER UTILITY PIPING, THE MINIMUM SEPARATION

SHALL BE 12 INCHES.

6. REFER TO POTABLE WATER PIPING- SECTION 350, III.4.11.

7. SEE SECTION 350, III.4.10 FOR MINIMUM SEPARATION REQUIREMENTS FROM PIPE TO STRUCTURES.

NOTE 7

12"

NOTE 1

6' to 10'

3' to 10'

NOTE 1

N/A

NOTE 1

NOTE 1 12"

12"

N/A

NOTE 2

N/A

NOTE 2

6' to 10'

NOTE 5

NOTE 2

12"

NOTE 7 NOTE 7 NOTE 7

NOTE 2

3' to 10' 12" 3'

NOTE 2

3' 12" 6'

NOTE 2 3'

12"

NOTE 2

NOTE 1

NOTE 2

NOTE 1

12" 12" 12" 3'

NOTE 1

12"

NOTE 1

12"

TREES

12"3'

NOTE 1

NOTE 2

NOTE 1

12" 12" 12"3'

NOTE 1

GRAVITY AND FORCE MAIN

12"

GAS

3'-6'

NOTE 6

ALL OTHER

UTILITIES

12"3'

NOTE 1

NOTE 2

NOTE 1

12" 12" 12"3'

NOTE 1

3'-6'

NOTE 6

3'-6'

NOTE 6

3'-6'

NOTE 6N/A N/A N/A N/A N/A N/A N/A N/A

PERMANENT STRUCTURES

(BUILDINGS, SIGNS, POLES,

ETC.)

SEE SEE SEE SEE

WATER MAIN AND NON-WATER MAIN SEPARATION REQUIREMENTS - NOTES

1. IT IS REQUIRED THAT “WATER MAINS” BE INSTALLED, CLEANED, DISINFECTED AND HAVE A SATISFACTORY BACTERIOLOGICAL SURVEY PERFORMED IN ACCORDANCE WITH THE LATEST APPLICABLE AWWA STANDARDS, CHAPTER 62-555, F.A.C. AND LATEST JEA WATER AND SEWER STANDARDS. FOR THE PURPOSE OF THIS SECTION, THE PHRASE “WATER MAINS” SHALL MEAN MAINS, INCLUDING TREATMENT PLANT PROCESS PIPING, CONVEYING EITHER RAW, PARTIALLY TREATED, OR FINISHED DRINKING WATER;

FIRE HYDRANT LEADS; AND SERVICE LINES THAT HAVE AN INSIDE DIAMETER OF THREE (3) INCHES OR GREATER. IN ADDITION, THE PHRASE “RECLAIMED WATER” REFERS TO THE WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.

2. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE

(3) FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER.

3. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX (6) FEET, AND PREFERABLY TEN (10) FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY-TYPE SANITARY SEWERS MAY BE REDUCED TO THREE (3) FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX (6) INCHES ABOVE THE TOP

OF THE SEWER (SPECIAL CASE).

4. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM-TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX (6) INCHES, AND PREFERABLE TWELVE (12) INCHES, ABOVE OR AT LEAST TWELVE (12) INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE.

HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE.

5. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS A LEAST TWELVE (12) INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE.

HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE.

6. AT THE UTILITY CROSSINGS DESCRIBED IN NOTES 4 AND 5 ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE.

ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE

(3) FEET FROM ALL JOINTS IN VACUUM-TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER, AND AT LEAST SIX (6) FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE-TYPE SANITARY

SEWERS, WASTEWATER FORCE MAINS, OR PIPELINE CONVEYING RECLAIMED WATER.

7. NEW OR RELOCATED FIRE HYDRANTS SHALL BE LOCATED SO THAT THE HYDRANTS ARE AT LEAST THREE (3) FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER; AT LEAST THREE (3) FEET, AND PREFERABLY TEN (10) FEET, FROM ANY EXISTING OR PROPOSED VACUUM-TYPE SANITARY SEWER; AT LEAST SIX (6) FEET, AND PREFERABLY TEN (10) FEET, FROM ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE

SANITARY SEWER OR WASTEWATER FORCE MAIN.

8. WHERE AN UNDERGROUND WATER MAIN IS BEING LAID LESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE FROM ANOTHER PIPELINE AND WHERE AN UNDERGROUND WATER MAIN IS CROSSING ANOTHER PIPELINE AND JOINTS IN THE WATER MAIN ARE BEING LOCATED LESS THAN THE REQUIRED MINIMUM DISTANCE FROM JOINTS IN THE OTHER PIPELINE, THE CONTRACTOR SHALL CONSULT THE DESIGN ENGINEER TO OBTAIN APPROVAL OF ANY ALTERNATIVE CONSTRUCTION METHODS, PRIOR TO CONSTRUCTION.

SEPARATION REQUIREMENTS FOR UTILITY MAINS PIPE BEDDING - CASE 1

MECHANICAL RESTRAINT LENGTHS LOCATE WIRE CONSTRUCTION FOR WATER MAINS

TOWN OF ORANGE PARK

ORANGE PARK, FL

C-7

WATER DETAILS

24007698-00_DTLS.DWG

ANP

DJS

24007698-00

ANP

DJS

BLAKE AVENUE WATER

MAIN IMPROVEMENT - PH 1

SHEET OF

SHEET TITLE

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEMARK

CONSULTANTS

P at h:

:\O ra ng eP ar k\

-0 0_

B la ke A ve \7

0\ U til iti es \2

.d w g D at e:

F rid ay , J ul y

, 2

A M

APPROVED BY:

OWNER

CRAWFORD, MURPHY & TILLY, INC. 2026

DONALD J. SHELDON, JR., STATE OF FLORIDA, PROFESSIONAL

ENGINEER, LICENSE NO. 90306

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY DONALD J.

SHELDON, JR. ON THE DATE INDICATED ON THE COVER SHEET.

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

TOWN OF ORANGE PARK

ORANGE PARK, FL

BLAKE AVENUE WATER

MAIN IMPROVEMENT - PH 1

BID DOCUMENT

JULY 22, 2026

AutoCAD SHX Text

LOCATING WIRE

AutoCAD SHX Text

METER

AutoCAD SHX Text

DUCT TAPE OR ZIPPER TYPE PLASTIC TIE STRAPS.

AutoCAD SHX Text

BOLT LOCATING WIRE TO VALVE BOX & PIGTAIL END (12" LONG)

AutoCAD SHX Text

(2" AND LARGER WATER MAIN OR 3" AND LARGER WATER SERVICE PIPE)

AutoCAD SHX Text

(3" OR LARGER SERVICE)

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text

6" PVC PIPE RISER

AutoCAD SHX Text

"V" CUT IN 6" PVC PIPE RISER

AutoCAD SHX Text

BOX ACCESS (SEE NOTE #2)

AutoCAD SHX Text

LOCATING WIRE PARALLEL TO MAIN

AutoCAD SHX Text

SECURE WIRE TO PIPE WITH DUCT TAPE OR ZIPPER TYPE PLASTIC TIE STRAPS

AutoCAD SHX Text

LOCATING WIRE

AutoCAD SHX Text

4" AND LARGER BRANCH MAIN

AutoCAD SHX Text

TEE OR SADDLE

AutoCAD SHX Text

BRANCH VALVE BOX OR LOCATE BOX REQUIRED (SEE NOTE #1)

AutoCAD SHX Text

10' MAX SPACING'

AutoCAD SHX Text NOTES: 1. NOTE THAT THE BRANCH WIRE IS NOT CONNECTED TO THE MAIN WIRE. 2. LOCATE WIRE SHALL ENTER THE VALVE BOX THROUGH A "V" CUT IN THE 6" PVC RISER PIPE SECTION. SEE WATER MAIN DETAILS, SHT 7.

AutoCAD SHX Text

CONNECTION AT LARGE METER BOX

AutoCAD SHX Text

BRANCH FORCE MAIN

AutoCAD SHX Text N.T.S.

N.T.S.

ADJUSTMENT UNDER EXISTING UTILITIES -

MECHANICAL RESTRAINT DEVICES

ADJUSTMENT OVER EXISTING UTILITIES -

MECHANICAL RESTRAINT DEVICES

WATER/SEWER GATE VALVE & BOXHYDRANT INSTALLATION TIE RODS &

MECHANICAL JOINT FITTINGS

TAPPING SLEEVE AND VALVE

INSTALLATION DETAIL FOR WATER MAINS

FIRE HYDRANT INSTALLATION

LIMITED SPACE

HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS

CONFLICTING UTILITY

POTABLE WATER

RECLAIMED WATER

WASTEWATER

(GRAVITY AND FORCE MAIN)

VACUUM SEWERS

POTABLE WATER RECLAIMED WATER VACUUM SEWERS

RIGHT OF WAYS

HORIZ. VERT.

WASTEWATER

HORIZ. VERT. JOINT

SPACING* HORIZ. VERT. HORIZ. VERT.JOINT

SPACING*

JOINT

SPACING*

JOINT

SPACING*

12"

STORM

SEWERS 12"

PROPOSED UTILITY

NOTE 2

NOTES:

ADDITIONAL FOOT OF DEPTH.

2. THE MINIMUM JOINT SPACING REQUIRED FROM CROSSING FROM OTHER UTILITIES WHILE STILL MAINTAINING MINIMUM VERTICAL SEPARATION.

3. DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE.

4. NO WATER PIPE SHALL PASS THROUGH OR COME INTO CONTACT WITH ANY PART OF SANITARY OR STORM WATER MANHOLE OR STRUCTURES.

5. WATER MAIN SHOULD CROSS ABOVE OTHER PIPES WHENEVER POSSIBLE. WHEN WATER MAIN MUST BE BELOW OTHER UTILITY PIPING, THE MINIMUM SEPARATION

SHALL BE 12 INCHES.

6. REFER TO POTABLE WATER PIPING- SECTION 350, III.4.11.

7. SEE SECTION 350, III.4.10 FOR MINIMUM SEPARATION REQUIREMENTS FROM PIPE TO STRUCTURES.

NOTE 7

12"

NOTE 1

6' to 10'

3' to 10'

NOTE 1

N/A

NOTE 1

NOTE 1…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 24, 2026.