Attachment_B_Drawings.pdf

SHEET SUB SHEET TITLE OF SHEET

1 G0 COVER SHEET

2 G1 GENERAL NOTES

3 G2 VICINITY MAP – FAIRHOLM CAMPGROUND

4 G3 EXISTING CONDITIONS – FAIRHOLM

5 G4 VICINITY MAP – SOL DUC CAMPGROUND

6 G5 EXISTING CONDITIONS – SOL DUC

7 G6 VICINITY MAP – MORA CAMPGROUND

8 G7 EXISTING CONDITIONS – MORA

9 G8 VICINITY MAP – KALALOCH CAMPGROUND

10 G9 EXISTING CONDITIONS – KALALOCH

11 D1 VICINITY MAP – HOH RAIN FOREST CAMPGROUND

12 D2 EXISTING CONDITIONS – HOH RAIN FOREST

13 C1 WATER DETAILS

14 C2 TRENCH DETAILS

15 C3 WASTEWATER DETAILS

16 C4 SIGNAGE DETAILS

17 C5 BOLLARD DETAILS

18 C6 SITE PLAN – FAIRHOLM CAMPGROUND

19 C7 SITE PLAN – SOL DUC CAMPGROUND

20 C8 SITE PLAN – MORA CAMPGROUND

21 C9 SITE PLAN – KALALOCH CAMPGROUND

UNITED STATES

DEPARTMENT OF THE INTERIOR

TITLE OF PROJECT

REHABILITATE RV DUMP STATIONS

DRAWING NO.

_149_

189,732

NATIONAL PARK SERVICE

OLYMPIC NATIONAL PARK

LOCATION WITHIN PARK

FAIRHOLM, SOL DUC, MORA, KALALOCH, HOH

PMIS/PKG NO.

237531

REGION COUNTY STATE

PACIFIC WEST CLALLAM/JEFFERSON WASHINGTON

SHEET

_1_ OF _21_

GENERAL NOTES

1. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH NPS STANDARDS AND

THE REQUIREMENTS OF CHAPTER 246-290 WASHINGTON ADMINISTRATIVE

CODE (GROUP A PUBLIC WATER SUPPLIES), IN ADDITION TO OTHER STATE

AND LOCAL STANDARDS. MAINTAIN AT LEAST 10-FOOT HORIZONTAL

SEPARATION BETWEEN WATER AND SEWER LINES OR PROVIDE SLEEVE

PROTECTION FOR NEW WORK.

2. CONTRACTOR SHALL CONTACT DIG ALERT AND FIELD VERIFY ALL UTILITIES

PRIOR TO EXCAVATION. DIAL 811 BEFORE YOU DIG. CONDUCT PRIVATE

LOCATE AT ALL SITES.

3. DIMENSIONS SHOWN ON PLANS ARE TO BE USED BY CONTRACTOR TO

DETERMINE APPROXIMATE FIELD CONDITIONS. PRIOR TO CONSTRUCTION,

CONTRACTOR SHALL FIELD VERIFY EXISTING LOCATIONS, ELEVATIONS,

MATERIAL TYPES, DIAMETER OF PIPES, ETC. OF ALL UTILITIES AND FEATURES

WHERE PROPOSED IMPROVEMENTS CONNECT. NOTIFY CONTRACTING

OFFICER OF ANY DISCREPANCIES IN WRITING.

4. EXISTING FACILITIES, INCLUDING BUT NOT LIMITED TO ROADS, SIDEWALKS,

STRUCTURES AND UTILITIES, DAMAGED BY CONTRACTOR’S OPERATIONS

SHALL BE RESTORED TO MATCH ORIGINAL PRE-CONSTRUCTION CONDITION

AND TO THE SATISFACTION OF THE CONTRACTING OFFICER WITHOUT

ADDITIONAL COST TO THE GOVERNMENT.

5. ALL DISTURBED ASPHALT, GRASS, DRAINAGE PATTERNS, ROADSIDE DITCHES,

TRAILS AND GRADE SHALL BE RESTORED TO ITS ORIGINAL CONDITION OR AS

CALLED FOR IN THE CONTRACT DOCUMENTS, WHICHEVER IS MORE

STRINGENT.

6. CONTRACTOR SHALL FURNISH AND INSTALL EVERYTHING REQUIRED TO

PROVIDE COMPLETE AND OPERABLE FACILITIES AS SHOWN HEREIN. IF THERE

IS AN OMISSION ON THE CONSTRUCTION DOCUMENTS, SUCH OMISSION

SHALL NOT BE CONSTRUED TO MEAN THAT THE CONTRACTOR IS NOT

REQUIRED TO FURNISH OR PROVIDE EVERYTHING THAT IS NECESSARY TO

PROVIDE COMPLETE AND OPERABLE FACILITIES.

7. ALL CONTRACTORS WORKING WITH THE PROJECT BOUNDARIES ARE

RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS.

CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL EMPLOYEES AND/OR

SUBCONTRACTORS WITH PERSONAL PROTECTIVE EQUIPMENT AND

FOLLOWING ALL SAFETY PROTOCOLS.

8. CONTRACTOR SHALL PROVIDE TRACER WIRE AND LOCATOR TAPE FOR ALL

BURIED PIPE AND CONDUITS.

9. ALL COSTS INCURRED IN CORRECTION OF DEFICIENT WORK SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

10. CONSTRUCTION FENCING OR BARRIERS SHALL BE PROVIDED WHERE

NECESSARY, INCLUDING AROUND OPEN EXCAVATIONS WHEN WORK IS NOT

ACTIVELY IN PROGRESS, TO PREVENT THE PUBLIC FROM ENTERING WORK

AREAS.

11. UNLESS OTHERWISE INDICATED, DEMOLISHED MATERIALS BECOME THE

PROPERTY OF THE CONTRACTOR. COMPLY WITH EPA REGULATIONS AND

DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION.

12. MINIMIZE CONSTRUCTION IMPACTS TO SOILS, WATER, PLANTS, AND

ANIMALS, AND OTHER NATURAL RESOURCES DURING CONSTRUCTION.

CONFINE CONSTRUCTION OPERATIONS TO MINIMUM PRACTICAL AREA. IN NO

CASE SHALL CONSTRUCTION OPERATIONS EXTEND BEYOND LIMITS OF

CONSTRUCTION INDICATED WITHOUT PRIOR APPROVAL BY THE

CONTRACTING OFFICER.

13. CONDUCT ALL OPERATIONS IN ACCORDANCE WITH APPROVED, CONTRACTOR-

PREPARED UNDER-AN-ACRE POLLUTION PREVENTION PLAN (UPPP).

DESIGNED:

K. COOK

SUB SHEET NO. TITLE OF SHEET

GENERAL NOTES

DRAWING NO.

_149_

189,732

TECH REVIEW:

L. TURECEK G1 REHABILITATE RV DUMP STATIONS

PMIS/PKG NO.

237531

DATE:

2/2023

FAIRHOLM, SOL DUC, MORA, KALALOCH, HOH

OLYMPIC NATIONAL PARK

_2_ OF _21_

DESIGNED:

K. COOK

SUB SHEET NO. TITLE OF SHEET

VICINITY MAP

DRAWING NO.

_149_

189,732

TECH REVIEW:

L. TURECEK G2

FAIRHOLM CAMPGROUND

RV DUMP STATION

PMIS/PKG NO.

237531

DATE:

2/2023

LAKE CRESCENT, WA

OLYMPIC NATIONAL PARK

SHEET

_3_ OF _21_

Water service valve

Septic tank

SUB SHEET NO. TITLE OF SHEET

EXISTING CONDITIONS

DRAWING NO.

_149_

189,732

TECH REVIEW:

L. TURECEK G3

FAIRHOLM CAMPGROUND

RV DUMP STATION

PMIS/PKG NO.

237531

DATE:

2/2023

LAKE CRESCENT, WA

OLYMPIC NATIONAL PARK

_4_ OF _21_

SUB SHEET NO. TITLE OF SHEET

VICINITY MAP

DRAWING NO.

_149_

189,732

TECH REVIEW:

L. TURECEK G4

SOL DUC HOT SPRINGS CAMPGROUND

RV DUMP STATION

PMIS/PKG NO.

237531

DATE:

2/2023

SOL DUC, WA

OLYMPIC NATIONAL PARK

SHEET

_5_ OF _21_

Water service valve Septic tank

SUB SHEET NO. TITLE OF SHEET

EXISTING CONDITIONS

DRAWING NO.

_149_

189,732

TECH REVIEW:

L. TURECEK G5

SOL DUC HOT SPRINGS CAMPGROUND

RV DUMP STATION

PMIS/PKG NO.

237531

DATE:

2/2023

SOL DUC, WA

OLYMPIC NATIONAL PARK

_6_ OF _21_

SUB SHEET NO. TITLE OF SHEET

VICINITY MAP

DRAWING NO.

_149_

189,732

TECH REVIEW:

L. TURECEK G6

MORA CAMPGROUND

RV DUMP STATION

PMIS/PKG NO.

237531

DATE:

2/2023

MORA, WA

OLYMPIC NATIONAL PARK

SHEET

_7_ OF _21_

Water service valve

Septic tank

SUB SHEET NO. TITLE OF SHEET

EXISTING CONDITIONS

DRAWING NO.

_149_

189,732

TECH REVIEW:

L. TURECEK G7

MORA CAMPGROUND

RV DUMP STATION

PMIS/PKG NO.

237531

DATE:

2/2023

MORA, WA

OLYMPIC NATIONAL PARK

_8_ OF _21_

SUB SHEET NO. TITLE OF SHEET

VICINITY MAP

DRAWING NO.

_149_

189,732

TECH REVIEW:

L. TURECEK G8

KALALOCH CAMPGROUND

RV DUMP STATION

PMIS/PKG NO.

237531

DATE:

2/2023

KALALOCH, WA

OLYMPIC NATIONAL PARK

SHEET

_9_ OF _21_

Water service valve Gravity sewer manhole

SUB SHEET NO. TITLE OF SHEET

EXISTING CONDITIONS

DRAWING NO.

_149_

189,732

TECH REVIEW:

L. TURECEK G9

KALALOCH CAMPGROUND

RV DUMP STATION

PMIS/PKG NO.

237531

DATE:

2/2023

KALALOCH, WA

OLYMPIC NATIONAL PARK

_10_ OF _21_

SUB SHEET NO. TITLE OF SHEET

VICINITY MAP

DRAWING NO.

_149_

189,732

TECH REVIEW:

L. TURECEK D1

HOH RAIN FOREST CAMPGROUND

RV DUMP STATION

PMIS/PKG NO.

237531

DATE:

2/2023

HOH RAIN FOREST, WA

OLYMPIC NATIONAL PARK

SHEET

_11_ OF _21_

Water service valve

Electrical service panel

Septic tank

DEMOLITION NOTES:

1. REMOVE ALL ABOVE-GROUND APPURTENANCES INCLUDING RV RINSE AND POTABLE

WATER TOWERS, PEDESTALS, SIGNAGE, CONCRETE CURBING, AND ELECTRICAL

CONTROL PANEL WITH VENTING FOR SEPTIC TANK AERATION

2. PUMP SEPTAGE FROM SEPTIC TANK, REMOVE RISERS/LIDS, AND CRUSH/BACKFILL

5000-GALLON FIBERGLASS TANK WITH NATIVE MATERIAL

3. CUT/CAP ABANDONED WATER AND SEWER LINES, DISCONNECT ELECTRICAL POWER

4. RE-GRADE DISTURBED AREA AND RESTORE WITH GRAVEL FOR ADDITIONAL

OVERFLOW PARKING

SUB SHEET NO. TITLE OF SHEET

EXISTING CONDITIONS

DRAWING NO.

_149_

189,732

TECH REVIEW:

L. TURECEK D2

HOH RAIN FOREST CAMPGROUND

RV DUMP STATION

PMIS/PKG NO.

237531

DATE:

2/2023

HOH RAIN FOREST, WA

OLYMPIC NATIONAL PARK

_12_ OF _21_

FIBERGLASS FLIP TOP ENCLOSURE

(N.T.S.)

DESIGNED:

K. COOK

SUB SHEET NO. TITLE OF SHEET

WATER DETAILS

DRAWING NO.

_149_

189,732

TECH REVIEW:

L. TURECEK C1 REHABILITATE RV DUMP STATIONS

PMIS/PKG NO.

237531

DATE:

2/2023

FAIRHOLM, SOL DUC, MORA, KALALOCH

OLYMPIC NATIONAL PARK

SHEET

_13_ OF _21_

RPBA INSTALLATION

(N.T.S.)

FREEZEPROOF WATER TOWER

(N.T.S.)

GENERAL WATER NOTES

1. POTABLE WATER TOWER SHALL BE BLUE; NON-POTABLE RINSE DOWN TOWER SHALL

BE RED OR GREEN.

2. ALL PIPING AND FITTINGS TO RPBA SHALL BE COPPER OR BRASS UNLESS OTHERWISE

NOTED.

3. ALL FITTINGS AND ADAPTERS SHALL BE DIELECTRIC IF SERVICE PIPE IS NOT PLASTIC.

4. ALL PIPE PENETRATIONS THROUGH CONCRETE SHALL BE SLEEVED.

5. ATTACH DRINKING WATER SIGN TO BLUE POTABLE WATER TOWER.

FIBERGLASS ASSE 1060

CLASS II ENCLOSURE,

HUBBELL HOT BOX OR

APPROVED EQUAL

LEAD FREE BRONZE “Y”

STRAINER, SUPPLIED BY

MANUFACTURER

REDUCED PRESSURE

BACKFLOW ASSEMBLY,

1” ZURN 975XL2 OR

APPROVED EQUAL

4” MIN CONCRETE SLAB

(9” LARGER THAN

ENCLOSURE EXTERIOR

DIMENSION) ON

4” MIN GRAVEL BASE

18”

ANCHOR

BOLTS

¾“ MALE PIPE THREAD

SUPPLY LINE TO WATER

TOWER PIPING

ASSEMBLY

2 3

SUB SHEET NO. TITLE OF SHEET

TRENCH DETAILS

DRAWING NO.

_149_

189,732

TECH REVIEW:

L. TURECEK C2 REHABILITATE RV DUMP STATIONS

PMIS/PKG NO.

237531

DATE:

2/2023

FAIRHOLM, SOL DUC, MORA, KALALOCH

OLYMPIC NATIONAL PARK

SHEET

_14_ OF _21_

NOTES

1. PIPE ZONE BEDDING PER PROJECT

SPECIFICATIONS.

2. USE OF NATIVE MATERIAL FOR

BACKFILL MAY BE APPROVED BY THE

CONTRACTING OFFICER. WHERE

NATIVE MATERIAL IS NOT APPROVED,

BACKFILL MATERIAL SHALL CONFORM

WITH PROJECT SPECIFICATIONS.

3. SAWCUT BOTH SIDES BACK TO

UNDISTURBED PAVEMENT. SQUARE

ALL EDGES AND TACK PRIOR TO

PAVING. SEAL ALL JOINTS WITH

LIQUID ASPHALT AFTER PAVING.

COVER IMMEDIATELY WITH SAND.

4. HDPE PIPE SHALL REQUIRE INSULATED

METALLIC LOCATING TRACER WIRE

(14 GAUGE COPPER) CAPABLE OF

DETECTION BY A CABLE LOCATOR.

NOTES

1. PIPE ZONE BEDDING PER

PROJECT SPECIFICATIONS.

2. USE OF NATIVE MATERIAL FOR

BACKFILL MAY BE APPROVED

BY THE CONTRACTING

OFFICER. WHERE NATIVE

MATERIAL IS NOT APPROVED,

BACKFILL MATERIAL SHALL

CONFORM WITH PROJECT

SPECIFICATIONS.

3. HDPE PIPE SHALL REQUIRE

INSULATED METALLIC

LOCATING TRACER WIRE (14

GAUGE COPPER) CAPABLE OF

DETECTION BY A CABLE

LOCATOR.

2’ MIN

MAX TRENCH

OPENING

SHALL NOT

EXCEED 30”

MAX TRENCH

OPENING

SHALL NOT

EXCEED 30”

SUB SHEET NO. TITLE OF SHEET

WASTEWATER DETAILS

DRAWING NO.

_149_

189,732

TECH REVIEW:

L. TURECEK C3 REHABILITATE RV DUMP STATIONS

PMIS/PKG NO.

237531

DATE:

2/2023

FAIRHOLM, SOL DUC, MORA, KALALOCH

OLYMPIC NATIONAL PARK

SHEET

_15_ OF _21_

10.0’

0.5’

SLOPE 2% MIN – 5% MAX

R2.5’

R1.0’

9.5’

4.5’

WATER TOWER

MOUNTING BASE

1.0’ X 1.0’

CONCRETE CLASS 4000,

SLOPED APRON 6” THICK

#4 REBAR @ 18” MAX OC

2” MIN CLR ON EDGES

3” MIN CLR ON BOTTOM

RV DUMP STATION PLAN

(N.T.S.)

DUMP STATION

SIGNAGE SLEEVE

RV DUMP DRAIN SECTION

(N.T.S.)

4” SANITARY HATCH

(N.T.S.)

GENERAL NOTES

1. 4” SANITARY HATCH SHALL BE LOCKABLE, OPW 269 OR APPROVED EQUAL.

2. ALL PIPE AND CONDUIT PENETRATIONS THROUGH CONCRETE TO BE SLEEVED.

3. INSTALL 6” CRUSHED SURFACING BASE COURSE BENEATH ALL NEW SITE CONCRETE.

R1.0” 0.5’

R1.0”

0.5’

#4 REBAR ALONG TOP

PERIMETER OF ISLAND

2” CLR (TYP)

RV DUMP SIGNAGE

(N.T.S.)

_1_ C4

DUMP STATION

SIGNAGE

_2_ C4

SUB SHEET NO. TITLE OF SHEET

SIGNAGE DETAILS

DRAWING NO.

_149_

189,732

TECH REVIEW:

L. TURECEK C4 REHABILITATE RV DUMP STATIONS

PMIS/PKG NO.

237531

DATE:

2/2023

FAIRHOLM, SOL DUC, MORA, KALALOCH

OLYMPIC NATIONAL PARK

SHEET

_16_ OF _21_

GENERAL SIGN NOTES

1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION’S “MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES”, WASHINGTON STATE DEPARTMENT

OF TRANSPORTATION’S SIGN FABRICATION MANUAL, LOCAL CODES, AND AS SPECIFIED.

2. REFER TO WSDOT STANDARD DETAIL G-24.40-07 FOR SINGLE POST SIGN MOUNTING AND POST INSTALLATION.

3. INSTALL TAMPER RESISTANT FASTENERS AND MOUNTING SYSTEMS ON ALL SIGNS.

SUB SHEET NO. TITLE OF SHEET

BOLLARD DETAILS

DRAWING NO.

_149_

189,732

TECH REVIEW:

L. TURECEK C5 REHABILITATE RV DUMP STATIONS

PMIS/PKG NO.

237531

DATE:

2/2023

FAIRHOLM, SOL DUC, MORA, KALALOCH

OLYMPIC NATIONAL PARK

SHEET

_17_ OF _21_

4” SCH40

CONCRETE-FILLED

STEEL PIPE

42.5”

SLIDE-THROUGH

LAG ANCHOR

52.5”

SUB SHEET NO. TITLE OF SHEET

SITE PLAN

DRAWING NO.

_149_

189,732

TECH REVIEW:

L. TURECEK C6

FAIRHOLM CAMPGROUND

RV DUMP STATION

PMIS/PKG NO.

237531

DATE:

2/2023

LAKE CRESCENT, WA

OLYMPIC NATIONAL PARK

SHEET

_18_ OF _21_

KEYNOTES:

1. REPLACE RV DUMP RINSE TOWER

2. REPLACE POTABLE WATER TOWER

3. INSTALL BACKFLOW ASSEMBLIES WITH INSULATED FIBERGLASS

ENCLOSURES

4. INSTALL PROTECTIVE BOLLARDS (7 EA)

5. REPLACE WATER VALVE

6. REPLACE WATER LINE TO TOWERS

7. REPLACE CONCRETE DUMP PAD WITH CURBING AND SANITARY

DRAIN HATCH

8. INSTALL SIGNAGE

9. PATCH/REPAIR ASPHALT SURFACING

EXISTING

VALVE

VAULT

EXTEND ~3’ AND

CONNECT NEW

SANITARY HATCH TO

GRAVITY SEWER

EXISTING

GRAVITY

SEWER LINE

TO SEPTIC

40’ SEPARATION

BETWEEN SANITARY

HATCH AND POTABLE

WATER TOWER

EXISTING

ACCESS

ROAD

SUB SHEET NO. TITLE OF SHEET

SITE PLAN

DRAWING NO.

_149_

189,732

TECH REVIEW:

L. TURECEK C7

SOL DUC HOT SPRINGS CAMPGROUND

RV DUMP STATION

PMIS/PKG NO.

237531

DATE:

2/2023

SOL DUC, WA

OLYMPIC NATIONAL PARK

SHEET

_19_ OF _21_

KEYNOTES:

1. REPLACE RV DUMP RINSE TOWER

2. REPLACE POTABLE WATER TOWER

3. INSTALL BACKFLOW ASSEMBLIES WITH INSULATED FIBERGLASS

ENCLOSURES

4. INSTALL PROTECTIVE BOLLARDS (3 EA)

5. CONNECT TO EXISTING WATER LINE (NO VALVE REPLACEMENT)

6. REPLACE WATER LINE TO TOWERS

7. REPLACE CONCRETE DUMP PAD WITH CURBING AND SANITARY

DRAIN HATCH

8. INSTALL SIGNAGE

9. PATCH/REPAIR ASPHALT SURFACING

EXISTING

WATER

LINE

CONNECT NEW

SANITARY HATCH TO

GRAVITY SEWER

EXISTING

GRAVITY

SEWER LINE &

SEPTIC TANK

40’ SEPARATION

BETWEEN SANITARY

HATCH AND POTABLE

WATER TOWER

3 6

EXISTING

ACCESS

SUB SHEET NO. TITLE OF SHEET

SITE PLAN

DRAWING NO.

_149_

189,732

TECH REVIEW:

L. TURECEK C8

MORA CAMPGROUND

RV DUMP STATION

PMIS/PKG NO.

237531

DATE:

2/2023

MORA, WA

OLYMPIC NATIONAL PARK

SHEET

_20_ OF _21_

KEYNOTES:

1. REPLACE RV DUMP RINSE TOWER

2. REPLACE POTABLE WATER TOWER

3. INSTALL BACKFLOW ASSEMBLIES WITH INSULATED FIBERGLASS

ENCLOSURES

4. INSTALL PROTECTIVE BOLLARDS (7 EA)

5. REPLACE WATER VALVE

6. REPLACE WATER LINE TO TOWERS

7. REPLACE CONCRETE DUMP PAD WITH CURBING AND SANITARY

DRAIN HATCH

8. INSTALL SIGNAGE

9. PATCH/REPAIR ASPHALT SURFACING

EXISTING

VALVE

VAULT

EXTEND ~3’ AND

CONNECT NEW

SANITARY HATCH TO

GRAVITY SEWER

EXISTING

GRAVITY

SEWER LINE

TO SEPTIC

40’ SEPARATION

BETWEEN SANITARY

HATCH AND POTABLE

WATER TOWER

EXISTING

ACCESS

SUB SHEET NO. TITLE OF SHEET

SITE PLAN

DRAWING NO.

_149_

189,732

TECH REVIEW:

L. TURECEK C9

KALALOCH CAMPGROUND

RV DUMP STATION

PMIS/PKG NO.

237531

DATE:

2/2023

KALALOCH, WA

OLYMPIC NATIONAL PARK

SHEET

_21_ OF _21_

KEYNOTES:

1. REPLACE RV DUMP RINSE TOWER

2. REPLACE POTABLE WATER TOWER

3. INSTALL BACKFLOW ASSEMBLIES WITH INSULATED FIBERGLASS

ENCLOSURES

4. INSTALL PROTECTIVE BOLLARDS (3 EA)

5. REPLACE WATER VALVE

6. REPLACE WATER LINE TO TOWERS

7. REPLACE CONCRETE DUMP PAD WITH CURBING AND SANITARY

DRAIN HATCH

8. INSTALL SIGNAGE

9. PATCH/REPAIR ASPHALT SURFACING

EXISTING

VALVE

VAULT

REMOVE ~3’ AND

CONNECT NEW

SANITARY HATCH TO

GRAVITY SEWER

EXISTING

GRAVITY

SEWER LINE

TO MANHOLE

1 2

40’ SEPARATION

BETWEEN SANITARY

HATCH AND POTABLE

WATER TOWER

3 6

EXISTING

ACCESS

ROAD

10’ 10’ 20’

EXISTING

WATER MAIN

& VALVE