Att 5 12424 Details-REV12.18.2025.pdf

SLOPE VARIES

CONCRETE PAVED AREA (WIDTH VARIES)

6" x 6" W2.9 x W2.9 WWF

6" CONCRETE PAVEMENT (4,000 PSI)

CRUSHED AGGREGATE STONE BASE COURSE,

6" COMPACTED THICKNESS

TO 100% ASTM D 698

SUBGRADE (STRUCTURAL FILL, COMPACTED

TO 98% ASTM D 698) MIN. 12" THICKNESS

WATER

1' -6

9"

1'-6"

9"

3' -0

M

IN

6"

SLAB AND VALVE BOX TO BE SET

FLUSHED WITH FINISH GRADE.

VALVE BOX

(ADJUSTABLE HEIGHT)

3000 PSI CONCRETE MINIMUM

BEARING AREA = 3 SQ. FT.

PLACE CONCRETE TO AVOID INTERFERENCE

WITH BOLTS, GLANDS AND ETC.

REQUIRED LOCATOR WIRE WRAPPED AROUND

MAIN AND EXTENDED THROUGH VALVE BOX

COMPACTED BACKFILL

3,000 P.S.I. CONCRETE (4" THICK MIN.)

UNIMPROVED AREAS IMPROVED AREAS OR LAWNS

EXISTING ASPHALT PAVING

EXISTING CONCRETE PAVING

NOTE: IF UTILITY IMPROVEMENT FALLS WITHIN AN AREA THAT IS TO BE

REMOVED DURING ROADWAY CONSTRUCTION THEN ELIMINATE THE WEARING

SURFACE PATCHING AND MATCH THE BINDER PATCHING WITH EXISTING

PAVEMENT.

SAW CUT / MILL

EXISTING PAVEMENT TO BE

NEATLY SAWCUT A

MINIMUM OF 12" BEYOND

DISTURBED TRENCH LINE.

DO NOT DISTURB

ADJACENT PAVEMENT.

1 32 5 A4

5 REQ'D: CRUSHED AGGREGATE STONE BASE COURSE

A EXISTING ASPHALT PAVEMENT

4 REQ'D: PRIME COAT "A"

REQ'D: SUPERPAVE BITUMINOUS CONCRETE WEARING

SURFACE LAYER, 1 2" MAXIMUM AGGREGATE SIZE MIX

SLOPE

VARIES

REQ'D: TACK COAT (TRACKLESS TACK)

REQ'D: SUPERPAVE BITUMINOUS CONCRETE BINDER

UPPER LAYER, 1 1 2" MAXIMUM AGGREGATE SIZE MIX

12"

MIN.

FIRE HYDRANT INSTALLATION

NOT TO SCALE

HORIZONTAL WATER LINE SPACING

NOT TO SCALE

3' TYP. WITH

12" MIN. FROM OUTER

DIAMETER OF PIPES

TRENCH DETAILS - PRESSURE PIPE

NOT TO SCALE

PROPOSED WATER MAIN BELOW EXISTING SEWER

NOT TO SCALE

CASING DETAIL

NOT TO SCALE

SAWCUT DETAIL

NOT TO SCALE

GATE VALVE AND BOX DETAIL

NOT TO SCALE

TYPICAL CONCRETE PAVING SECTION

NOT TO SCALE

M

IN

. T

YP

4' -0

REQ'D EXCESS MATERIAL TO BE MOUNDED UP

EXISTING GROUND

SEE NOTE 1

1'

6"

REQ'D GRASS OR SOD

AS PER EXISTING

REQ'D TOPSOIL

EXISTING GROUND

MIN.

1'-0"

MIN.

1'-0"

PAVEMENT TO BE CLEANLY

SAWCUT. DO NOT DISTURB

ADJACENT PAVEMENT

EXISTING

PAVEMENT

REQ'D BITUMINOUS ASPHALT BINDER PATCH

(SEE SPECIFICATIONS)

REQ'D TACK COAT (SEE SPECIFICATION)

ASPHALT SURFACE (SEE SPECIFICATION)

8"

TYP.

8"

TYP.

REQ'D 3000 PSI MIN. CONCRETE

REQ'D TIE MESH TO BARS

REQ'D 6X6 10/10 W.W.M.

CONCRETE TO BE CLEANLY SAWCUT.

DO NOT DISTURB ADJACENT

PAVEMENT (TYP.)

6"

MIN.

1'-0"

MIN.

1'-0"

REQ'D #4 BARS

DRILLED & EPOXIED @

16" O.C. (16" BAR

LENGTH) (TYP.)

TRENCH DETAIL NOTES

1. BEDDING COURSE SHALL EXTEND UP TO THE SPRINGLINE OF THE PIPE. SUPPORT PIPING ON

SUITABLE UNDISTURBED EARTH. UNSTABLE MATERIAL REMOVED FROM THE BOTTOM OF THE

TRENCH OR EXCAVATION SHALL BE REPLACED WITH SELECT GRANULAR MATERIAL PLACED IN

LAYERS NOT EXCEEDING 150 MM (6 INCHES) LOOSE THICKNESS. PROVIDE BEDDING FOR BURIED

PIPING IN ACCORDANCE WITH AWWA C600, TYPE 4.

2. GRADE BOTTOM OF TRENCHES WITH BELL HOLES SCOOPED OUT TO PROVIDE A UNIFORM BEARING.

3. THERE IS NO ADDITIONAL PAY FOR TRENCH LAY BACK, BENCHING, SHORING, TRENCH BOXES, ETC.

THIS IS CONSIDERED A SUBSIDIARY OBLIGATION TO THE UTILITY INSTALLATION.

4. INSTALL PIPE 12" AWAY FROM EXCAVATION WALL.

5. PLACE PIPE ON 4" THICK BEDDING.

6. ORIENT TRENCH PER PLANS.

7. NATIVE MATERIAL MUST BE APPROVED BY COR.

8. THE CONTRACTOR SHALL MECHANICALLY CONSOLIDATE ALL STONE BACKFILL IN MAXIMUM 8"

LIFTS AS NOTED. FAILURE TO DO SO SHALL RESULT IN THE STONE BEING REMOVED/REINSTALLED

AT THE CONTRACTOR'S EXPENSE OR ONLY PARTIAL PAYMENT BEING MADE FOR THE BID ITEM.

9. UNIMPROVED AREAS SHALL BE CONSIDERED AREAS WHERE NO PREVIOUS DEVELOPMENT HAS

OCCURRED AND THE AREA IS NOT MAINTAINED REGULARLY SUCH AS A WOODED/FORESTED AREA

OR OPEN FIELD.

10. IMPROVED AREAS OR LAWNS SHALL BE CONSIDERED AREAS WHERE REGULAR MAINTENANCE

OCCURS SUCH AS IN PUBLIC RIGHT-OF-WAYS AND ON PRIVATE PROPERTIES. SETTLEMENT OF ANY KIND IN THESE AREAS IS UNACCEPTABLE AND MAXIMUM EFFORT SHALL BE GIVEN TO ENSURE THE

IMPROVED/LANDSCAPE AREAS ARE RETURNED TO THEIR PREVIOUS STATE, UNLESS FURTHER

IMPROVED BY THE PROJECT.

11. PAVEMENT AREAS (ASPHALT OR CONCRETE) SHALL BE CONSIDERED ANY ROADWAY, DRIVE,

SIDEWALK, PAVERS, PARKING LOT, ETC. WHERE THE EXISTING OR FINAL FINISH GRADE IS AN

ASPHALT OR CONCRETE SURFACE.

12. THE COR'S DETERMINATION OF WHAT IS AN UNIMPROVED AREA, IMPROVED AREA, OR PAVEMENT AREA IS FINAL. IF THE CONTRACTOR IS UNSURE OF WHERE UNIMPROVED , IMPROVED, OR PAVED AREAS ARE LOCATED ON A PROSPECTIVE PROJECT, THEN THEY SHALL REQUEST CLARIFICATION

DURING THE BIDDING OF THE PROJECT. THERE SHALL BE NO CLAIMS CONSIDERED AFTER THE

PROJECT HAS BEEN BID.

REQ'D SEEDED AND MULCHED PER COR

SEE NOTE 3

TYPICAL FOR

ALL TRENCHES

REQ'D STANDARD BACKFILL

COMPACTED TO 90% of

ASTM D 698 MAX 8" LIFTS.

UTILITY IDENTIFICATION TAPE

DETECTION WIRE

" T

YP

TY

P

UTILITY IDENTIFICATION TAPE

UTILITY IDENTIFICATION TAPE

6" TY

P

UTILITY IDENTIFICATION TAPE

6" TY

P

"M

IN

20'MIN

15'MIN

45° BEND OR AS

APPROVED

SEE CASING DETAIL (RIGHT)

SERVICE LINE UNDER WALL DETAIL

NOT TO SCALE

MAINTAIN 4' MIN DEPTH

FROM GROUND SURFACE

"M

IN

10'MIN

EXISTING SEWER

OMIT SELECT GRANULAR CRADLE AND GRANULAR

BACKFILL TO ONE (1) FOOT OVER TOP OF PIPE AND

USE SELECT EXCAVATED MATERIAL (CLASS IV) AND

COMPACT FOR TEN (10) FEET ON EITHER SIDE OF

SEWER LINE

10'MIN

USE A CASING FOR PROPOSED

WATER MAIN AND SEAL ENDS OF

CASING

PROPOSED WATER MAIN

NOTES:

IF SELECT GRANULAR BACKFILL EXISTING, REMOVE WITHIN

WIDTH OF EXISTING SEWER LINE TRENCH AND REPLACE WITH

SELECT EXCAVATED MATERIAL (CLASS IV) AND COMPACT

PROVIDE ADEQUATE SUPPORT FOR EXISTING SEWER LINE TO

PREVENT DAMAGE DUE TO SETTLEMENT

JOINT RESTRAINT

NOT TO SCALE

1'1'

BEDDING SHALL BE

ASTM D2940

M

IN

. T

YP

4' -0

SEE NOTE 1

1'

SEE NOTE 3

TYPICAL FOR

ALL TRENCHES

REQ'D STANDARD BACKFILL

COMPACTED TO 90% of

ASTM D 698 MAX 8" LIFTS.

DETECTION WIRE

" T

YP

TY

P

BEDDING SHALL BE

ASTM D2940

M

IN

. T

YP

4' -0

SEE NOTE 1

SEE NOTE 3

TYPICAL FOR

ALL TRENCHES

REQ'D STANDARD BACKFILL

COMPACTED TO 95% of

ASTM D 698 MAX 8" LIFTS.

DETECTION WIRE

" T

YP

BEDDING SHALL BE

ASTM D2940

M

IN

. T

YP

4' -0

SEE NOTE 1

SEE NOTE 3

TYPICAL FOR

ALL TRENCHES

REQ'D STANDARD BACKFILL

COMPACTED TO 95% of

ASTM D 698 MAX 8" LIFTS.

DETECTION WIRE

" T

YP

BEDDING SHALL BE

ASTM D2940

*FOR REFERENCE ONLY, USE FOR REPLACEMENT

OF CONCRETE PAVEMENT

FOR TRENCH WIDTHS EXCEEDING 4' [1219mm] REFER TO VA STANDARD DETAIL 32

12 16-02 "TYPE 2 UTILITY TRENCH PATCH".

FOR TRENCH WHERE PORTLAND CEMENT CONCRETE (PCC) PAVEMENT EXISTS,

REFER TO 32 12 16-03 "TYPE 3 UTILITY TRENCH PATCH".

2" [50mm] MINIMUM OR THICKNESS OF EXISTING PAVEMENT WHICHEVER IS

GREATER.

BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY FOR LONGITUDINAL

TRENCHES WITH WIDTHS GREATER THAN 6' [1829mm].

4" [100mm] MINIMUM ABC OR THICKNESS OF EXISTING GRANULAR BASE COURSE

MATERIALS (E.G. ABC & SELECT MATERIAL) WHICHEVER IS GREATER.

REFER TO VA STANDARD DETAIL 32 12 16-04 "UTILITY TRENCH PAVEMENT PATCH

NOTES" FOR ADDITIONAL INFORMATION.

4'-0" MAX.

[1219mm]

1'-0" MAX.

[305mm]

1'-0" MAX.

[305mm]

TRENCH

BACKFILL

ABC 100% MIN.

COMPACTION

ASPHALTIC CONCRETE

SAW CUT EXISTING.

ASPHALT FULL

DEPTH BOTH SIDESTACK COAT (TYP.)

EXISTING

PAVEMENT

TYPE 1 UTILITY TRENCH PATCH

NOT TO SCALE

4' M

IN

C

OV

ER

EX. RETAINING WALL

7.5' MIN

BOTH SIDES

ANGLE VARIES

324 S. State St., Suite 400 Salt Lake City, UT 84111

800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPDESIGNER OF RECORD

7 8 9 10321 4 5 6

SHEET TO BE VIEWED AND PRINTED IN COLOR

HCF Corporation 8184 South Highland Drive, Suite C-7

Sandy, Utah 84093 385-351-4886 https://hcfcorp.com

Drawing Title

FULLY SPRINKLERED

REPLACE EXTERIOR UTILITY

LINES

623-24-101

SITE

JDH SM

MUSKOGEE, OK 74401

18 DEC 2025

CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

Revisions: Date:

DETAILS

CU018

AutoCAD SHX Text F 10"

AutoCAD SHX Text

DW 8"

AutoCAD SHX Text F 10"

AutoCAD SHX Text

DW 8"

AutoCAD SHX Text F 10"

AutoCAD SHX Text

DW 8"

AutoCAD SHX Text F 10"

AutoCAD SHX Text

DW 8"

AutoCAD SHX Text

6" MAXIMUM

AutoCAD SHX Text

36" MIN

AutoCAD SHX Text

60" MAX

AutoCAD SHX Text

%%UHYDRANT ASSEMBLY DETAIL

AutoCAD SHX Text

%%UPAD DETAIL

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text

6"(TYP)

AutoCAD SHX Text

4" LAP

AutoCAD SHX Text

2" MINIMUM

AutoCAD SHX Text 10"

AutoCAD SHX Text 5"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

4'-0" DIAMETER

AutoCAD SHX Text

COVER DRAIN ROCK WITH 8 MIL POLYETHYLENE

AutoCAD SHX Text

UNDISTURBED EARTH

AutoCAD SHX Text

USE CLEAN 1/2"- 2" GRAVEL FOR DRAIN ROCK (TYP)

AutoCAD SHX Text

CONCRETE THRUST BLOCKS ALLOWED RESTRAINED JOINTS ONLY UPON COR APPROVAL REQUIRED

AutoCAD SHX Text

PVC OR DI PIPE

AutoCAD SHX Text

DO NOT COVER AUTOMATIC DRAIN VALVE (WEEP HOLES) WITH CONCRETE

AutoCAD SHX Text NOTE: A SUITABLE SAFETY OR BREAKING FLANGE SHALL BE PROVIDED. PLACE FLANGE 2" MIN ALL AROUND ABOVE CONCRETE PAD.

AutoCAD SHX Text

CLEAN AND GREASE THREADS PRIOR TO INSTALLATION OF FIRE HYDRANT CAPS

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text

UNDISTURBED EARTH

AutoCAD SHX Text 1/2" PREMOLDED EXPANSION JOINT WHERE FIRE HYDRANT PAD IS SET AGAINST EXISTING CONCRETE AND AROUND FIRE HYDRANT BARREL

AutoCAD SHX Text

4500 PSI CONCRETE

AutoCAD SHX Text

1 - # 4 CONTINUOUS REBAR

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text E

AutoCAD SHX Text

EBAA IRON

AutoCAD SHX Text

1103 MEGALUG

AutoCAD SHX Text

350 PSI RATING

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text

FM RATED 175 PSI

AutoCAD SHX Text

FOR USE ON DUCTILE IRON PIPE

AutoCAD SHX Text

MADE IN THE USA

AutoCAD SHX Text 6’’ CARRIER: CARRIER: 5 SEGMENTS OF RANGER-II-MIDI-M-28 LINE NOTES: 6.9’’ OD OD 10.020’’ ID (10’’ IPS PIPE RECOMMENDED) CASING ID (10’’ IPS PIPE RECOMMENDED) CASING IPS PIPE RECOMMENDED) CASING 1.1’’ SKID HEIGHT SKID HEIGHT 5 SEGMENTS / SPACER

AutoCAD SHX Text 8’’ CARRIER: CARRIER: 6 SEGMENTS OF RANGER-II-MIDI-M-28 LINE NOTES: 9.05’’ OD OD 12.00’’ ID (12’’ IPS PIPE RECOMMENDED) CASING ID (12’’ IPS PIPE RECOMMENDED) CASING IPS PIPE RECOMMENDED) CASING 1.1’’ SKID HEIGHT SKID HEIGHT 6 SEGMENTS / SPACER

AutoCAD SHX Text 10’’ CARRIER: CARRIER: 8 SEGMENTS OF RANGER-II-MIDI-M-16.5 LINE NOTES: 11.1’’ OD OD 13.25’’ ID (14’’ IPS PIPE RECOMMENDED) CASING ID (14’’ IPS PIPE RECOMMENDED) CASING IPS PIPE RECOMMENDED) CASING 0.65’’ SKID HEIGHT SKID HEIGHT 8 SEGMENTS / SPACER

AutoCAD SHX Text

REFER TO RANGER II MANUAL BY GARLOCK

AutoCAD SHX Text

NOT USED

AutoCAD SHX Text

12 DEC 2025

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DETAILS 2, 7 AND 8 UPDATED

AutoCAD SHX Text 12/18/25

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NORTH

CONNECTION TO TANK LOOKING WEST

ELEVATED WATER TANK

SCALE: 1"=2'

SCALE: 1"=1' - PROFILE VIEW

324 S. State St., Suite 400 Salt Lake City, UT 84111

800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPDESIGNER OF RECORD

7 8 9 10321 4 5 6

SHEET TO BE VIEWED AND PRINTED IN COLOR

HCF Corporation 8184 South Highland Drive, Suite C-7

Sandy, Utah 84093 385-351-4886 https://hcfcorp.com

Drawing Title

FULLY SPRINKLERED

REPLACE EXTERIOR UTILITY

LINES

623-24-101

SITE

JDH SM

MUSKOGEE, OK 74401

18 DEC 2025

CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

Revisions: Date:

DETAILS

CU021

AutoCAD SHX Text

AutoCAD SHX Text

SEE CONNECTION TO TANK DETAILED VIEW THIS SHEET.

AutoCAD SHX Text

FUEL LINE

AutoCAD SHX Text

3" MIN (TYP)

AutoCAD SHX Text

AutoCAD SHX Text

ASSUMED 10", CONTRACTOR TO VERIFY

AutoCAD SHX Text

TOWER EDGE OF CURB

AutoCAD SHX Text

VALVE F0 ASSUMED 10"

AutoCAD SHX Text

VALVE F1

AutoCAD SHX Text

VALVE F2

AutoCAD SHX Text

VALVE D1

AutoCAD SHX Text

VALVE D2

AutoCAD SHX Text

VALVE F3

AutoCAD SHX Text

VALVE D3

AutoCAD SHX Text

VALVE D22

AutoCAD SHX Text

VALVE D21A

AutoCAD SHX Text

VALVE D21

AutoCAD SHX Text 16"

AutoCAD SHX Text 14"

AutoCAD SHX Text 10"

AutoCAD SHX Text 10"

AutoCAD SHX Text 8"

AutoCAD SHX Text 10"

AutoCAD SHX Text 8"

AutoCAD SHX Text 10"

AutoCAD SHX Text 10"

AutoCAD SHX Text 10"

AutoCAD SHX Text 8"

AutoCAD SHX Text 8"

AutoCAD SHX Text 4"

AutoCAD SHX Text 8"

AutoCAD SHX Text 8"

AutoCAD SHX Text

FLANGE CONNECTION AND MJ ADAPTER

AutoCAD SHX Text 14"

AutoCAD SHX Text

ALIGN PIPE AS NEEDED FOR EXISTING SERVICE (TYP)

AutoCAD SHX Text

EXISTING 90°VERTICAL FITTING

AutoCAD SHX Text

SHOWN HORIZONTALLY LAYOUT

AutoCAD SHX Text 6' DEEP EXISTING CONCRETE VAULT APPROXIMATE DIMENSIONS: 7'Lx5'W. CONTRACTOR TO VERIFY

AutoCAD SHX Text

EXISTING MANHOLE STRUCTURE. CONTRACTOR TO VERIFY SIZE

AutoCAD SHX Text

CORE LARGER OPENING FOR LARGER PIPE, ADD SLURRY CAP

AutoCAD SHX Text

TANK TO LOOP

AutoCAD SHX Text

LOOP TO PUMP

AutoCAD SHX Text

PUMP TO LOOP

AutoCAD SHX Text

REPLACE 16"

AutoCAD SHX Text

16"X10" REDUCER

AutoCAD SHX Text

REPLACE EXISTING GATE VALVE

AutoCAD SHX Text

REPLACE EXISTING 90°

AutoCAD SHX Text

LOOSEN EXISTING FLANGE AND REPLACE

AutoCAD SHX Text EXISTING PIPE, SIZE IS UNKNOWN (ASSUME 10", CONTRACTOR TO VERIFY AND PROTECT IN PLACE

AutoCAD SHX Text

ISOLATE STANDPIPE IF POSSIBLE SEE CI001 FOR TOWER PHASING NOTES

AutoCAD SHX Text

LEGEND:

AutoCAD SHX Text

PROPOSED DOMESTIC WATER

AutoCAD SHX Text

EXISTING WATER VALVE

AutoCAD SHX Text

VALVE NAME

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

EXISTING VEGETATION

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

PROPOSED FIRE WATER

AutoCAD SHX Text NOTES: 1. CONTRACTOR TO VERIFY ALL PARTS CONTRACTOR TO VERIFY ALL PARTS PRIOR TO ORDERING MATERIALS. 2. DRAIN TANK OR VALVE OFF PRIOR TO DRAIN TANK OR VALVE OFF PRIOR TO ANY WORK.

AutoCAD SHX Text NOTES: 1. CONTRACTOR TO HIRE A CONTRACTOR TO HIRE A GEOTECHNICAL ENGINEER TO APPROVE CONTRACTOR'S PREPARED EXCAVATION PLAN WILL NOT COMPROMISE THE STABILITY OF THE TANK AND/OR OTHER APPURTENANCES. THE ENGINEER MUST ALSO CERTIFY THAT THE WORKPLAN IS SAFE TO WORKERS AND ALL OTHERS THAT MAY BE IN THE AREA. 2. PHYSICALLY INSPECT CONCRETE PHYSICALLY INSPECT CONCRETE VAULT BELOW TOWER PRIOR ORDERING PARTS. 3. CONTRACTOR TO VERIFY ADEQUATE CONTRACTOR TO VERIFY ADEQUATE ROOM FOR CONSTRUCTION AND PERMANENT FACILITIES.

AutoCAD SHX Text TANK INFORMATION: 1. 100,000 GALLONS 100,000 GALLONS 2. BASE ELEVATION: 831.17' BASE ELEVATION: 831.17' 3. INITIAL LEVEL: 30.83' INITIAL LEVEL: 30.83' 4. MAXIMUM LEVEL: 30.83' MAXIMUM LEVEL: 30.83' 5. MINIMUM LEVEL: 10' MINIMUM LEVEL: 10' 6. DIAMETER: 25'DIAMETER: 25'

AutoCAD SHX Text

ELEVATED WATER TANK

AutoCAD SHX Text KEY NOTES GATE VALVE 10" (FLGxMJ) GATE VALVE 8" (FLGxMJ) GATE VALVE 4" (FLGxMJ) CROSS 14"X8" INSTALL END CAP 11.25° FITTING22.5° FITTING45° FITTING90° FITTINGTEE 16"X16"X14" TEE 14"X14"X10" (FLGxFLGxFLG) TEE 8"X8"X8" (FLGxFLGxFLG) TEE 8"X8"X4" (FLGxFLGxFLG) INSTALL REDUCER 16"X10" (FLGxMJ) INSTALL REDUCER 14"X10" (FLGxMJ) INSTALL REDUCER 10"X8" (FLGxMJ) BUTTERFLY VALVE 14" (FLGxMJ)

AutoCAD SHX Text

BUILDING NUMBER

AutoCAD SHX Text "F/D# A/B"

AutoCAD SHX Text

EXISTING WATER LINE TO BE DEMOLISHED

AutoCAD SHX Text

SENSITIVE AREA

AutoCAD SHX Text

EXISTING RETAINING WALL

AutoCAD SHX Text PRIOR TO ANY EXCAVATION, CONTRACTOR TO HIRE A GEOTECHNICAL ENGINEER AND PRODUCE A STAMPED LETTER STATING THAT THE CONTRACTOR'S SPECIFIC EXCAVATION PLAN WILL NOT STRUCTURALLY COMPROMISE THE TANK OR ANY COMPONENTS IN ANY WAY

AutoCAD SHX Text SPECIAL NOTE: 1. PRIOR TO ANY EXCAVATION, CONTRACTOR PRIOR TO ANY EXCAVATION, CONTRACTOR TO HIRE A GEOTECHNICAL ENGINEER AND PRODUCE A STAMPED LETTER STATING THAT THE CONTRACTOR'S SPECIFIC EXCAVATION PLAN WILL NOT STRUCTURALLY COMPROMISE THE TANK OR ANY COMPONENTS IN ANY WAY

AutoCAD SHX Text

12 DEC 2025

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 12/18/25

AutoCAD SHX Text

TEXT UPDATED

12424 Details - CU021