03 Plans 2025-01 Marathon Drive Water Main.pdf

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PLANS FOR

CITY OF CADILLAC

WATER MAIN IMPROVEMENTS

MARATHON DRIVE

ANY SIGNS NECESSARY WITHIN THE PROJECT LIMITS.

CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION SIGNING FOR STREET CLOSURES AND

BUSINESSES SHALL BE MAINTAINED AT ALL TIMES.

THE PROJECT WILL BE CLOSED TO THROUGH TRAFFIC HOWEVER ACCESS TO ALL RESIDENCES AND

2011 EDITION OF THE MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.

PLACING OF TEMPORARY TRAFFIC CONTROL ITEMS SHALL BE DONE IN ACCORDANCE WITH THE

OWNERS WHO MAY NOT BE A PART OF THE "MISS DIG" ALERT SYSTEM.

NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY

WHERE PUBLIC UTILITIES HAVE NOT BEEN PREVIOUSLY LOCATED. MEMBERS WILL THUS BE ROUTINELY

EXCLUDING SATURDAYS, SUNDAYS, AND HOLIDAYS PRIOR TO BEGINNING EACH EXCAVATION IN AREAS

THE CONTRACTOR SHALL DIAL 1-800-482-7171 OR 811 A MINIMUM OF THREE FULL WORKING DAYS, FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 174, 2013, CONDITIONS.

CADILLAC SPECIFICATIONS (DATED 2019) AND AS MODIFIED BY ANY MDEGLE PART 399 PERMIT

WATER MAIN IMPROVEMENTS SHALL ONLY BE COMPLETED IN ACCORDANCE WITH THE CITY OF

STANDARD SPECIFICATIONS AND DETAILS.

AS AMENDED BY SUPPLEMENTAL SPECIFICATIONS, SPECIAL PROVISIONS AND THE CITY OF CADILLAC

MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 STANDARD SPECIFICATIONS FOR CONSTRUCTION

THE IMPROVEMENTS COVERED BY THESE PLANS SHALL BE DONE IN ACCORDANCE WITH THE

TITLE SHEET

- SENECA PLACE TO HUSTON STREET -

MARATHON DRIVE

WATER MAIN INSTALLATION

STA 11+69 TO STA 24+07

© 2025 Microsoft Corporation © 2024 TomTom

PLAN SHEET INDEX

DESCRIPTION

TITLE SHEET

LEGEND SHEET

SHT NO.

6 - 7

NOTE SHEET & PROJECT QUANTITIES3

PLAN AND PROFILE SHEETS

WATER MAIN DETAILS

TYPICAL CROSS SECTIONS

WATER MAIN INSTALLATION; AGGREGATE STREET IMPROVEMENTS

PROJECT DESCRIPTION

P&N JN:

DATE:

DESIGN:

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MARATHON DR. WATER MAIN IMPROVEMENTS

PLANS FOR BIDDING PURPOSES

gmorton Rectangle gmorton Rectangle

W

C

FO

T

T

T

C

G

LEGEND SHEET

P&N JN:

DATE:

DESIGN:

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MARATHON DR. WATER MAIN IMPROVEMENTS

PLANS FOR BIDDING PURPOSES

BH#

Hh

Mh

CP

BM

PS

W O R

W

T

T

SURVEY

BOUNDARY

BORINGS

CURB & GUTTER

SURFACING

VEGETATION

PARCEL - NON-LEGAL

PLAT - NON-LEGAL

SECTION LINE

PARCEL - LEGAL

PLAT - LEGAL

TOWNSHIP LINE (MAP)

CITY LIMIT

BRUSH LINE

HEDGE LINE

TREE LINE - CANOPY OR TRUNK

HMA COLDMILLING

TYPICAL SECTION

CONCRETE - PROPOSED

CURB & GUTTER REMOVAL

WATER

SANITARY SEWER

SEWER

SEWER - OUT OF SERVICE

SEWER - TO BE REMOVED

CONTROL POINT

BENCHMARK

REFERENCE - NGS

REFERENCE - USGS

MONUMENT BOX

DROP INLET

SIDEWALK - CURB RAMP

ABANDON

ADJUST

BULKHEAD

CLEARING

REMOVE

SALVAGE

SAVE

SIDEWALK - CONCRETE RAMP

SIDEWALK

SIDEWALK - LANDING

SIDEWALK - REMOVAL

REFERENCE - GPS

REMOVAL

CONSTRUCTION

GENERAL LABELING

GENERAL

TRAFFIC FLOW ARROW

LEFT TURN ARROW

AGGREGATE APPROACH

BRIDGE APPROACH

HMA APPROACH

MISCELLANEOUS CONCRETE

HMA CRUSH & SHAPE

OR

CONCRETE RUBBLIZING

REMOVAL AND CONSTRUCTION

REMOVAL

PROPOSED

PAVEMENT REMOVAL

AND / OR

HMA SURFACE REMOVAL

FLOW DIRECTION ARROW

DRAINAGE STRUCTURE NUMBER

ALIGNMENT POINT MONUMENT

CITY LIMIT - MAP

DITCH CENTERLINE

GENERAL

CONTROL

CONCRETE MONUMENT

PLAT CORNER

SIDEWALK - DETECT. WARNING SURF.

REMOVE - BY OTHERS

ADJUST - BY OTHERS

NOTE:

PROPOSED ITEMS ARE REPRESENTED BY HEAVIER LINE WEIGHTS.

EXISTING ITEMS ARE REPRESENTED BY THIN LINE WEIGHTS.

PARCEL CORNER - CAPPED IRON

PARCEL CORNER - IRON PIN

PARCEL CORNER - IRON PIPE

PARCEL CORNER - NO ID

ROW MONUMENT

SECTION CORNER - CENTER

SECTION CORNER - MEANDER

SECTION CORNER - QUARTER

SECTION CORNER - QUARTER-HALF

SECTION CORNER - SECTION

SECTION CORNER - SECTION-HALF

SECTION CORNER - SIXTEENTH

SECTION CORNER - WITNESS

ADJUST - STRUC COVER WITH TYPE

RELOCATE - WITH CASE NUMBER

WATER EDGE

UNDERDRAIN

CULVERT - EXISTING

STORM SEWER - EXISTING

STORM SEWER

DRAINAGE

CULVERT (SIZE VARIES)

END SECTION (SIZE VARIES)

OUTLET HEADWALL (SIZE VARIES)

HEADWALL (SIZE VARIES)

CATCH BASIN W/ COVER (DIA VARIES)

MANHOLE W/ COVER (DIA VARIES)

MANHOLE BASE W/ COVER (SIZE VARIES)

MANHOLE TEE W/ COVER (SIZE VARIES)

TREE LINE - TRUNK

TRUNK LINE

MANHOLE WITH COVER (DIA VARIES)

WATER MAIN

WATER MAIN - OUT OF SERVICE

WATER MAIN - TO BE REMOVED

IRRIGATION SPRINKLER HEAD

SERVICE METER

CABLE

POLE UTILITY

TRANSFORMER - POLE MOUNTED

FIRE HYDRANT

DRAIN CASTING

SEWER - TO BE TAKEN OUT OF SERVICE

WATER MAIN - TO BE TAKEN OUT OF SERVICE

TRANSFORMER - PAD MOUNTED

MANHOLE

CABLE OVERHEAD

CONTROLLER CABINET - PAD MOUNTED

HANDHOLE

STORM SEWER - TO BE REMOVED

ROW - FREE ACCESS

ROW - LIMITED ACCESS

ELECTRICAL

IRRIGATION CONTROL VALVE

POLE UTILITY - EXISTING

HMA - PROPOSED

GATE VALVE IN WELL

WATER WELL

SERVICE SHUTOFF

GATE VALVE AND BOX

BORING

SECTION LINE - EIGHTH

SECTION LINE - QUARTER

SECTION LINE - SIXTEENTH

IRRIGATION

PROPERTY OWNERSHIP ARROW

CONTIGUOUS PROPERTY SYMBOL

PARCEL NUMBER BOX

ARROW - DOUBLE

PROPERTY OWNERSHIP

123456

A

C

R

SALV

S

ADJ

ADJ-B/O

ADJ-B

REM-B/O

REL-1

CR-R

B

COMMUNICATION

CABLE - OUT OF SERVICE

CABLE

FIBER OPTIC - OUT OF SERVICE

FIBER OPTIC

CABLE - OVERHEAD

TELEPHONE

TELEPHONE - OVERHEAD

TELEPHONE - OUT OF SERVICE

TELEPHONE BOX

TELEPHONE PEDESTAL

FIBER OPTIC MARKER

CABLE MARKER

CABLE PEDESTAL

TELEPHONE MANHOLE

FIBER OPTIC - OVERHEAD

NATURAL GAS

MARKER

VALVE

WELL

GAS LINE - OUT OF SERVICE

GAS LINE

RELOCATE - BY OTHERSREL-B/O

SHRUB

TREE - CONIFER

TREE - DECIDUOUS

TREE - STUMP

UTILITY OWNERS WHO MAY NOT BE A PART OF THE "MISS DIG" ALERT SYSTEM.

THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING

NOT BEEN PREVIOUSLY LOCATED. MEMBERS WILL THUS BE ROUTINELY NOTIFIED.

PRIOR TO BEGINNING EACH EXCAVATION IN AREAS WHERE PUBLIC UTILITIES HAVE

OF THREE FULL WORKING DAYS, EXCLUDING SATURDAYS, SUNDAYS, AND HOLIDAYS

ACT 174, 2013, THE CONTRACTOR SHALL DIAL 1-800-482-7171 OR 811 A MINIMUM

FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC

AND/OR EXISTING SEWERS DURING THE CONSTRUCTION OF THIS PROJECT.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO EXISTING WATER MAINS

ENGINEER IF CONFLICTS EXIST. PAYMENT IS CONSIDERED INCLUDED IN OTHER ITEMS.

LINES, PIPE SIZES, AND LOCATIONS PRIOR TO CONSTRUCTION AND NOTIFY THE

THE CONTRACTOR MUST FIELD LOCATE ALL EXISTING UTILITIES TO VERIFY FLOW

EXISTING UTILITIES, WATER MAINS, AND SEWERS

EARTHWORK & PAVEMENT

UTILITY SEPARATION

ADJACENT TO CONSTRUCTION ACTIVITIES.

INLET PROTECTION, FABRIC DROPS MUST BE USED AT ALL CATCH BASINS

AS DIRECTED BY THE ENGINEER.

ESTABLISHMENT ITEMS AS SOON AS POSSIBLE ON POTENTIAL ERODIBLE SLOPES

BE IN PLACE PRIOR TO EARTH-DISTURBING ACTIVITIES. PLACE TURF

APPROPRIATE SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL

MADE IN AMERICA

ALL WATER MAIN FITTINGS AND MATERIALS SHALL BE AMERICAN MADE.

UTILITY NOTES

UNDERGROUND UTILITIES TOPSOIL STRIPPING

SOIL EROSION MEASURES

PAYMENT FOR SAWCUTS SHALL BE INCLUDED IN REMOVAL ITEMS.

AND GUTTER SHALL BE SAWCUT PRIOR TO REMOVAL.

EXISTING CONCRETE PAVEMENT, HMA PAVEMENT, SIDEWALK, AND/OR CURB

SAWCUTTING

SLOPE RESTORATION

TOPSOIL STRIPPING IS INCLUDED IN THE EARTHWORK PAY ITEMS.

STRIP EXISTING TOPSOIL PRIOR TO PLACING EMBANKMENT OR EXCAVATION OF EARTH.

CONTRACTOR MUST BE RESTORED BUT WILL NOT BE INCLUDED IN SLOPE RESTORATION QUANTITIES.

GRADING OR TO SIDEWALK WHERE APPLICABLE. ALL OTHER AREAS DISTURBED BY THE

QUANTITIES WILL BE MEASURED FROM A MAXIMUM OF 3 FEET BEYOND THE LIMITS OF

THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS, HOWEVER SLOPE RESTORATION

ANY DEVIATION FROM THE MINIMUM SEPARATION MUST BE APPROVED BY EGLE.

SEPARATION REQUIREMENTS MUST BE MEASURED FROM OUTSIDE OF PIPE.

SEWER AND WATER MAIN CROSSINGS.

A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION IS REQUIRED BETWEEN

AND WATER MAIN.

A MINIMUM OF 10' OF HORIZONTAL SEPARATION IS REQUIRED BETWEEN SEWER

UTILITY CONTACT INFORMATION

CONSUMERS ENERGY

OFFICE: 231-779-5536

DTE

609 BJORNSON STREET

BIG RAPIDS, MI 49307

ATTN: LARRY BOURKE

OFFICE: 231-592-3244

CELL: 231-349-2364

AT&T

205 E. HARRIS STREET

CADILLAC, MI 49601

ATTN: JEFFREY SHUSTER

OFFICE: 231-779-8451

CELL: 231-510-1381

EMAIL: js9865@att.com

CHARTER COMMUNICATIONS

CITY OF CADILLAC - UTILITIES DEPT.

200 NORTH LAKE STREET

CADILLAC, MI 49601

ATTN: JEFF DIETLIN

OFFICE: 231-775-0181 ext 124

EMAIL: utilities@cadillac-mi.net

ELECTRIC GAS

TELEPHONE CABLE

WATER MAIN & SANITARY SEWER

EMAIL: lawrence.bourke@dteenergy.com

ATTN: ERIC MARR

CADILLAC, MI 49601

CELL: 231-250-4505

EMAIL: eric.marr@cmsenergy.com

EVERSTREAM

OFFICE: 616-608-8945

FIBER

ATTN: BRIAN KUNTER

GRAND RAPIDS, MI 49546

EMAIL: bkunter@everstream.net

3950 SPARKS DR SE

330 CHESTNUT STREET

1392 TRADE CENTRE DRIVE

TRAVERSE CITY, MI 49696

PENINSULA FIBER NETWORK, LLC

OFFICE: 906-353-6644

FIBER

ATTN: JON FRENCH

BARAGA, MI 49908

EMAIL: jfrench@up.net

PO BOX 9 204 STATE STREET

PROJECT QUANTITIES

THE FOLLOWING ITEMS OF WORK SHALL BE DONE AS THEY APPLY THROUGHOUT THE PROJECT.

OFFICE: 231-941-3836

ATTN: GREGG JOHNSON

EMAIL: gregg.johnson@charter.com

CELL: 231-887-7124

Water Service, Curb Stop and Box, 3/4 inch

Water Service, Corporation Stop, 3/4 inch

Water Service, Copper Type K, 3/4 inch

Water Main, Foster Adaptor, 6 inch

Water Main, Sleeve, 6 inch

Water Main, 22.5 Degree Bend, 6 inch

Water Main, DI Cl 52, 6 inch, Tr Det G

Fire Hydrant Assembly

Hand Patching

Aggregate Surface Cse, 6 inch

Slope Restoration

HMA Surface, Rem

Post, Mailbox

Maintenance Gravel, LM

Mobilization and Maintaining Traffic, Max. $25,000

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Syd

Syd

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LSUM

PRIVATE WELLS TO BE ABANDONED FOLLOWING CONNECTION TO MUNICIPLE WATER.

ADDITIONAL WORK FOR HOUSE CONNECTIONS TO BE DONE ONLY AS DIRECTED BY THE ENGINEER.

Abandon Well

House Connection; including meter installation provided by City Utility Dept.

Water Service, Copper Type K, 3/4 inch (length from curb stop to house)

Ea

Ea

Ft

P&N JN:

DATE:

DESIGN:

SHEET1/14/2025

SEGUIN

2240214

NO SCALE

MARATHON DR. WATER MAIN IMPROVEMENTS

PLANS FOR BIDDING PURPOSES NOTE SHEET & PROJECT QUANTITIES

P&N JN:

DATE:

DESIGN:

SHEET1/14/2025

HORZ. (FT)

SEGUIN

2240214

MARATHON DR. WATER MAIN IMPROVEMENTS

PLANS FOR BIDDING PURPOSES TYPICAL SECTIONS

8 4

PROPOSED SECTION

EXISTING SECTION

11' - 12'± 11' - 12'±

CENTERLINE

EXISTING

MARATHON DR.

EXISTING 22' - 24'

SURFACE (VAR. DEPTH)

EX AGGREGATE

EX 66' ROW

12' 12'

CENTERLINE

EXISTING

MARATHON DR.

AGGREGATE SURFACE CSE, 6 INCH

PROPOSED 24'

SURFACE (VAR. DEPTH)

EX AGGREGATE

EX 66' ROW

4% 4%

CROWN POINT

PROPOSED

TYP LT & RT)

(1:6 OR FLATTER;

SLOPE RESTORATION

M

IN

B

U R

Y

6" D.I. WATER MAIN

PROPOSED

DIRECTED BY ENGINEER

10' - OR AS

WATER MAIN DETAILS

P&N JN:

DATE:

DESIGN:

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MARATHON DR. WATER MAIN IMPROVEMENTS

PLANS FOR BIDDING PURPOSES

RESTRAINED)

(ALL JOINTS

RESTRAINED)

(ALL JOINTS

FOSTER ADAPTER VALVE TO TEE

VALVE TO TEE

FOSTER ADAPTER

WATER MAIN NOTES:

ALL JOINTS BETWEEN TEE AND HYDRANT SHALL BE RESTRAINED.24.

ALL WATER MAIN MATERIAL AND FITTINGS SHALL BE MANUFACTURED IN THE U.S.A.23.

POSSIBLE FROM THE MANHOLE.

MAIN PIPE SHALL BE CENTERED ON THE MANHOLE SUCH THAT THE WATER MAIN JOINTS ARE AS FAR AS

WHERE WATER MAIN INSTALLATION FALLS WITHIN 10' OF STORM OR SANITARY MANHOLES, THE WATER 22.

APPLY TO HYDRANTS LEADS, SERVICES, AND LATERALS AS WELL.

FROM ANY STORM OR SANITARY SEWERS, MEASURED PIPE WALL TO PIPE WALL. THESE REQUIREMENTS

WATER MAINS SHALL HAVE A MINIMUM OF 10' HORIZONTAL CLEARANCE AND 18" VERTICAL CLEARANCE 21.

OTHER FITTINGS SHALL BE RESTRAINED PER CITY OF CADILLAC SPECIFICATIONS.

WHEN VALVES AND FITTINGS ARE INSTALLED TOGETHER, FOSTER ADAPTERS SHALL BE USED. ALL 20.

GATE VALVES SHALL CONFORM THE CITY OF CADILLAC SPECIFICATIONS.19.

HYDRANT BODY.

GLAMORTEX 501 ENAMEL OR APPROVED EQUAL; HYDRANT CAPS SHALL BE PAINTED THE SAME AS

ALL HYDRANTS SHALL BE PAINTED YELLOW ABOVE THE FLANGE AND RED BELOW, WITH A FINISH COAT OF 18.

HYDRANTS SHALL CONFORM TO THE CITY OF CADILLAC SPECIFICATIONS.17.

RESTRAINED PER SPECIFICATIONS.

ALL MAINS ABANDONED SHALL BE CUT AND PLUGGED TWO FEET FROM ACTIVE MAIN OR VALVE AND 16.

REMAIN THE PROPERTY OF THE CITY OF CADILLAC.

ON WATER MAINS THAT ARE ABANDONED, VALVES NO LONGER NEEDED SHALL BE REMOVED AND SHALL 15.

WATER MAIN SHALL BE INCLUDED IN PROPOSED WATER MAIN CONSTRUCTION.

REMOVAL OF ABANDONED WATER MAIN AS REQUIRED FOR CLEARANCE TO CONSTRUCT PROPOSED 14.

EXISTING UTILITIES IS INCLUDED IN THE COST OF WATER MAIN.

WHEN PROPOSED WATER MAIN PASSES BENEATH EXISTING UTILITIES, TEMPORARY SUPPORT OF 13.

INCLUDED IN PAYMENT FOR THE WATER MAIN AND SHALL NOT BE PAID FOR SEPARATELY.

VERIFIED PRIOR TO WATER MAIN CONSTRUCTION. FITTINGS REQUIRED TO AVOID CONFLICT ARE

LOCATIONS AND ELEVATIONS OF POTENTIAL STORM AND SANITARY SEWER CONFLICTS SHALL BE FIELD 12.

PAYMENT SHALL BE INCLUDED IN THE WATER MAIN PAY ITEM.

IF TRENCH BOXES OR OTHER SHORING METHODS ARE NEEDED FOR WATER MAIN CONSTRUCTION, 11.

TERMINATE AT THE FACE OF THE PIPE BELLS.

THRUST BLOCKS SHALL BE POUR AGAINST UNDISTURBED EARTH. ALL THRUST BLOCKS SHALL 10.

THIS OPERATION SHALL BE INCLUDED IN THE WATER MAIN CONSTRUCTION.

DISINFECTED. THIS SHALL INCLUDE ALL PIPE USED FOR CLOSURES AND CONNECTIONS. PAYMENT FOR

ALL PIPE NOT DISINFECTED AS PART OF THE NORMAL DISINFECTING PROCEDURES SHALL BE HAND 9.

WHILE MAKING CONNECTIONS TO EXISTING WATER MAINS SHALL BE AT THE CONTRACTOR'S EXPENSE.

WHILE MAKING CONNECTIONS. ANY ADDITIONAL WATER MAIN REQUIRED TO REPAIR DAMAGE MADE

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DONE TO THE EXISTING WATER MAIN 8.

TO ORDERING FITTINGS.

ITEM. CONTRACTOR SHALL VERIFY SIZE, MATERIAL, AND CONDITION OF EXISTING WATER MAINS PRIOR

VERIFIED PRIOR TO CONSTRUCTION AND SHALL BE INCLUDED IN THE COST OF THE WATER MAIN PAY

FITTINGS REQUIRED TO CONNECT PROPOSED WATER MAIN TO EXISTING WATER MAIN SHALL BE FIELD 7.

DISINFECTED PER SPECIFICATIONS PRIOR TO BEING INTEGRATED INTO THE SYSTEM.

ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 6.0' OF COVER. NEW WATER MAIN SHALL BE 6.

PROPOSED WATER MAIN SHALL BE DUCTILE IRON PIPE, CLASS 52 UNLESS OTHERWISE NOTED.5.

LATEST INFORMATION REGARDING THE LOCATION OF THEIR UTILITIES.

WATER MAIN CONSTRUCTION SHOWN ON THE PLANS. THESE UTILITES SHOULD BE CONSULTED FOR THE

OTHER UTILITIES MAY BE MAKING ALTERATIONS TO THEIR EXISTING SYSTEMS IN THE VICINITY OF THE 4.

UNLESS OTHERWISE SHOWN.

ELEVATIONS OF PROPOSED WATER MAINS SHOWN ON THE PROFILES ARE BOTTOM OF PIPE ELEVATIONS 3.

MAINS.

WATER MAINS ARE SUBJECT TO CHANGE TO SUIT THE ACTUAL ELEVATIONS OF THE EXISTING WATER

PROFILES ARE SHOWN BASED ON AN AVERAGE DEPTH OF COVER OF 6.0'. GRADES OF THE PROPOSED

WHERE DEPTH OF COVER ELEVATIONS FOR EXISTING WATER MAINS WERE NOT AVAILABLE, EXISTING 2.

DETERMINE THE ACTUAL LOCATIONS AND ELEVATIONS.

SHOWN. IT IS ANTICIPATED THAT THE CONTRACTOR MAY HAVE TO EXPOSE THE WATER MAINS TO

MAINS DATA AND NO GUARANTEE IS MADE FOR EITHER THE COMPLETENESS OR ACCURACY OF THOSE

THE LOCATION AND ELEVATION OF EXISTING WATER MAINS ARE SHOWN IN ACCORDANCE WITH AVAILABLE 1.

DESIGN:

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0 10

VERT. (FT)

HORZ. (FT)

SEGUIN

2240214

MARATHON DR. WATER MAIN IMPROVEMENTS

PLANS FOR BIDDING PURPOSES

S89°40'25"E 11 12 13 14 15 16 17 1815

N

SENECA PLACE

SENECA PLACE

M A

R A

T H

O N

D R

IV

E

MILTON STREET

PLAN AND PROFILE SHEET

STA 11+50 TO STA 18+00

66' ROW

66' ROW 66' ROW

R

O W

(16' FROM VALVE)

EXISTING 6" WM STUB

SLEEVE TO EXISTING STUB

BEGIN PROPOSED 6" WM

STA 11+69, 11' RT

PROPOSED HYDRANT

(10' NORTH OF ROW LINE)

STA 15+74, 23' RT

PROPOSED 6" D.I. WM1

AGGREGATE SURFACE

EXISTING 22' - 24'

EXISTING CENTERLINE ALIGNMENT

MARATHON DR.

E X

W M

E X

W M

CURB STOPS TO BE PLACED AT ROW LINE.

AND COORDINATED WITH PROPERTY OWNER.

LOCATION TO BE DETERMINED IN FIELD

(TYP LT & RT)

PROPOSED 3/4 INCH WATER SERVICE

BURY

6' MIN.

PROPOSED 6" D.I. WM

1294.70±

EX/PROP INV.

GROUND PROFILE

EX/PROP

INV. 1294.50±

PROP HYDRANT TEE

ELEVATION

EX/PROP GROUND

(EST 25'X15')

HMA SURFACE FOR CONNECTION

REMOVE & REPLACE

EX HMA

EX AGG EX AGG

FLAMMABLE MATERIAL

HAZARDOUS OR

CRITICAL UTILITY

CAUTION -

11 12 13 14 15 16 17 18

.4

.1

.0

.9

.0

.1

.4

.6

.8

.7

.6

.7

.7

.6

.7

DESIGN:

SHEET1/14/2025

0 10

VERT. (FT)

HORZ. (FT)

SEGUIN

2240214

MARATHON DR. WATER MAIN IMPROVEMENTS

PLANS FOR BIDDING PURPOSES

18 19 20 21 22 23 24 2520 2520

N

HUSTON STREET

HUSTON STREET

M A

R A

T H

O N

D R

IV

E

PLAN AND PROFILE SHEET

STA 18+00 TO STA 24+50

66' ROW

66' ROW

R

O W

(56' FROM VALVE)

EXISTING 6" WM STUB

SLEEVE TO EXISTING STUB

BEGIN PROPOSED 6" WM

STA 24+07, 15'± RT

PROPOSED HYDRANT

(10' NORTH OF ROW LINE)

STA 20+30, 23' RT

PROPOSED 6" D.I. WM1

AGGREGATE SURFACE

EXISTING 22' - 24'

EXISTING CENTERLINE ALIGNMENT

MARATHON DR.

E X

W M

CURB STOPS TO BE PLACED AT ROW LINE.

AND COORDINATED WITH PROPERTY OWNER.

LOCATION TO BE DETERMINED IN FIELD

(TYP LT & RT)

PROPOSED 3/4 INCH WATER SERVICE

E X

W M

E X

S

A N

D E

P T

H

E X

S

A N D

E P

T H

1294.00±

EX/PROP INV.

PROPOSED 6" D.I. WM

GROUND PROFILE

EX/PROP

ELEVATION

EX/PROP GROUND

INV. 1294.20±

PROP HYDRANT TEE

BURY

6' MIN.

EX AGG EX AGG

FLAMMABLE MATERIAL

HAZARDOUS OR

CRITICAL UTILITY

CAUTION -

18 19 20 21 22 23 24 25

.7

.9

.8

.5

.5

.4

.0

.9

.9

.0

.0

.5

.5

.5

.8