04 Plans 2025-06 Aldrich Street.pdf

N

PLANS FOR

NOTES APPLYING TO STANDARD PLANS

CITY OF CADILLAC

ALDRICH STREET IMPROVEMENTS

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

CONDITIONS.

CADILLAC SPECIFICATIONS (DATED 2019) AND AS MODIFIED BY ANY MDEGLE PART 41 PERMIT

SANITARY SEWER 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

- LINDEN STREET TO BOND STREET -

ALDRICH STREET

POB STA 10+40 TO POE STA 24+00

DRIVEWAY OPENINGS & APPROACHES AND CONCRETE SIDEWALKS R-29-J

CONCRETE CURB AND CONCRETE CURB & GUTTER R-30-G

UTILITY TRENCHES R-83-C

BUMPER & PARKING RAILS, AND MISC. WOOD POSTS R-74-D

INDICATED.

ACCORDING TO THE STANDARD PLAN GIVEN BELOW OPPOSITE EACH ITEM UNLESS OTHERWISE

WHERE THE FOLLOWING ITEMS ARE CALLED FOR ON PLANS, THEY ARE TO BE CONSTRUCTED

PLAN SHEET INDEX

DESCRIPTION

TITLE SHEET

LEGEND SHEET

SHT NO.

8 - 16

DRAINAGE STRUCTURES R-1-G

CURB RAMP AND DETECTABLE WARNING DETAILS R-28-K

NOTE SHEET & MISCELLANEOUS QUANTITIES3

PLAN AND PROFILE SHEETS

WATER MAIN DETAILS

TYPICAL CROSS SECTIONS AND SOIL BORINGS

SANITARY SEWER IMPROVEMENTS, AND HYDRANT REPLACEMENTS.

SIDEWALK RAMP IMPROVEMENTS FOR ADA COMPLIANCE, STORM SEWER,

STREET RECONSTRUCTION INCLUDING HMA PAVING, CONCRETE CURB AND GUTTER,

APPROACH DETAILS

TITLE SHEET

COVER K R-15-G

COVER Q R-18-F

COVER B R-7-F

7 SANITARY SEWER DETAILS

PROJECT DESCRIPTION

SOIL EROSION & SEDIMENTATION CONTROL MEASURES R-96-E

LOCAL AGENCY GRADE CROSSING APPROACHES RR-20

17 RAILROAD CROSSING DETAILS

P&N JN:

DATE:

DESIGN:

SHEET6/23/2025

HOUK

2200337

NO SCALE

ALDRICH STREET IMPROVEMENTS

PLANS FOR BIDDING PURPOSES

BH#

W

Hh

Mh

T

PS

W O R

CP

BM

W

T

T

C

FO

G

T

T

C

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

TREE - STUMP

TREE - DECIDUOUS

TREE - CONIFER

SHRUB

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

LEGEND SHEET

P&N JN:

DATE:

DESIGN:

SHEET6/23/2025

HOUK

2200337

NO SCALE

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

SIDEWALK AND SIDEWALK RAMP GRADES

DETAIL GRADES

EARTHWORK & PAVEMENT

UTILITY SEPARATION

PROPOSED DRAINAGE STRUCTURES

ALL PLAN GRADES TO BE VERIFIED BY CONTRACTOR PRIOR TO INSTALLATION. 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.

LATERALS

UTILITY NOTES

SIGNS

UNDERGROUND UTILITIES

EXISTING SIGN RELOCATION

TOPSOIL STRIPPING

EARTHWORK

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.

THE PROJECT.

SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST

NEWLY CONSTRUCTED SIDEWALK OR RAMPS THAT DO NOT MEET A.D.A. REQUIREMENTS

A.D.A. REQUIREMENTS PRIOR TO PLACING CONCRETE.

ALL GRADES SHALL BE FIELD VERIFIED, ADJUSTED AS NECESSARY TO MEET

CONSTRUCTION OF THE SIDEWALK AND SIDEWALK RAMPS.

THE SIDEWALK RAMPS, THE ENGINEER WILL VERIFY THE GRADES AND AUTHORIZE THE

STANDARD PLAN R-28 SERIES AND AS SHOWN ON PLANS. PRIOR TO CONSTRUCTING

ALL SIDEWALK AND SIDEWALK RAMP GRADES SHALL BE STAKED ACCORDING TO

AND PAYMENT SHALL INCLUDE ALL NECESSARY FITTINGS.

ALL ACTIVE LATERALS SHALL BE REPLACED WHETHER SHOWN ON THE PLANS OR NOT

ALL EMBANKMENT MATERIAL SHALL MEET REQUIREMENTS FOR GRANULAR MATERIAL CLASS II.

EARTHWORK FOR INTERSECTIONS, DRIVES, AND SIDEWALK ARE INCLUDED IN PLAN QUANTITIES.

UNLESS OTHERWISE KNOWN CHANGES.

EXCAVATION, EARTH, AND EMBANKMENT, CIP, ARE TO BE PAID AT PLAN QUANTITY

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

NO ADDITIONAL COST TO THE PROJECT.

CONTRACTOR TO CORE THE CONCRETE SIDEWALK IF PVC SLEEVES ARE NOT INSTALLED AT

PAYMENT FOR PVC SLEEVES IS INCLUDED IN PROPOSED SIDEWALK ITEMS.

DIRECTED BY THE ENGINEER PRIOR TO SIDEWALK PLACEMENT.

CONTRACTOR TO INSTALL PVC SLEEVES FOR CITY INSTALLATION OF FUTURE SIGNS AS

WHERE SIGNS ARE TO BE PLACED IN CONCRETE SURFACE A PVC SLEEVE SHALL BE INSTALLED.

CONTRACTORS EXPENSE.

REMOVAL AND STORAGE OPERATIONS SHALL BE REPLACED WITH NEW SIGNS AT THE

LOCATIONS DESIGNATED BY THE ENGINEER. SIGNS AND POSTS DAMAGED DURING THE

SHALL BE SALVAGED AND RESET BY THE CONTRACTOR ON NEW POSTS AT

ANY PERMANENT SIGNS REQUIRING RELOCATION DUE TO CONTRACTOR OPERATIONS

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

GRADES FOR INTERSECTIONS AND DRIVEWAYS

DETERMINED BEFORE CONSTRUCTION IS STARTED.

ALL APPROACHES ARE TO BE CONSIDERED AS COMPLETE UNITS AND THEIR GRADES

SUBBASE

PLACING AGGREGATE IS CONSIDERED INCLUDED IN PAYMENT FOR AGGREGATE BASE.

COMPACTION OF EXISTING SUBBASE MATERIAL PRIOR TO

ARE INCLUDED IN THE NOTE SHEET TO BE USED WHERE DIRECTED BY THE ENGINEER.

IS NECESSARY. MISCELLANEOUS QUANTITIES FOR ADDITIONAL EXCAVATION AND SUBBASE

THE ENGINEER WILL INSPECT THE SUBBASE MATERIAL AND DETERMINE IF REPLACEMENT

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

AGGREGATE BASE

BASES

AGGREGATE BASES SHALL USE AGGREGATE 21AA, UNLESS OTHERWISE SPECIFIED.

MISCELLANEOUS QUANTITIES

THESE ITEMS ARE NOT DETAILED OR INCLUDED ON THE PLAN AND PROFILE SHEETS:

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

LSUM1 Mobilization and Maintaining Traffic, Max. $30,000

Ea5 Post, Mailbox

Cyd50 Maintenance Gravel, LM

Ea Erosion Control, Inlet Protection, Fabric Drop4

Cyd500 Excavation, Earth

Cyd500 Subbase, CIP

REPLACE SUBBASE MATERIAL.

THE FOLLOWING ITEMS OF WORK SHALL BE DONE ONLY AS DIRECTED BY THE ENGINEER TO

OFFICE: 231-941-3836

ATTN: GREGG JOHNSON

EMAIL: gregg.johnson@charter.com

CELL: 231-887-7124

Ft250 Curb and Gutter, Rem

Ft250 Curb and Gutter, Conc, Det F4, Modified

AND/OR CURB IN POOR CONDITION.

REPLACE ADDITIONAL CURB AND GUTTER NOT SHOWN ON PLANS FOR SANITARY SEWER LEADS

THE FOLLOWING ITEMS OF WORK SHALL BE DONE ONLY AS DIRECTED BY THE ENGINEER TO

GREAT LAKES CENTRAL RAILROAD

600 OAKWOOD AVENUE

OWOSSO, MI 48867

ATTN: MICHAEL LIVERMORE

CELL: 989-998-6963

EMAIL: mtlivermore@glcrailroad.com

RAILROAD

PO BOX 550

Dlr5,000 Railroad Protection, Flagging (Allowance - RR invoices required for payment)

NOTE SHEET & MISCELLANEOUS QUANTITIES

P&N JN:

DATE:

DESIGN:

SHEET6/23/2025

HOUK

2200337

NO SCALE

P&N JN:

DATE:

DESIGN:

SHEET6/23/2025

HORZ. (FT)

HOUK

2200337

ALDRICH STREET IMPROVEMENTS

PLANS FOR BIDDING PURPOSES

2'

(USE 21AA)

AGGREGATE BASE, 6 INCH

PAID AS EXCAVATION, EARTH

GRADE TO THIS LINE

L

T

2.5%2.5%

*FOR INFORMATION ONLY

ITEM

REMARKS

58-28

58-28

TOP COURSE, AWI = 220 MIN

LEVELING COURSE

HMA APPLICATION ESTIMATE

0.05-0.15 GAL* BOND COAT

IDENT NO. PERFORMANCE GRADE

HMA, 4EL

HMA, 4EL

T

L

RATE LBS PER SYD

2% 2%

AND CROWN POINT

PLAN GRADE

PROPOSED SECTION

EXISTING SECTION

3'± 11'± 3'±11'±

EX HMA (2"±)

(TYP)

EX CURB AND GUTTER

OR AS DIRECTED BY ENGINEER

SAVE / REMOVE WHERE SHOWN ON PLANS

HMA SURFACE, REM

ALIGNMENT

CONST.

ALIGNMENT

CONST.

(TYP)

4'

:11

:1

TYPICAL SECTIONS

EXISTING 28'± BOC

28' BOC

)(4"±

EX AGGREGATE

FOR AS PAVT, REM UPON APPROVAL OF ENGINEER.

REMOVAL OF CONCRETE PATCHES IN STREET WILL BE PAID

NOTE:

12' LANE 12' LANE 2' 6'±

2' FLATTER

1:6 OR

(USE 21AA - TYP UNDER ALL CURB)

AGGREGATE BASE, 6 INCH

(TYP)

EMBANKMENT, CIP

(TYP)

CURB AND GUTTER, CONC, DET F4

10'±

FLATTER

1:6 OR

(TYP)

SLOPE RESTORATION

(TYP)

EX SIDEWALK

SAVE

(TYP)

EX SIDEWALK

SAVE

SEE STND PLAN RR-20 FOR RAILROAD CROSSING SECTION

STA 15+00 TO STA 18+50

POB STA 10+40 TO STA 13+25 RT

TO APPLY: POB STA 10+40 TO STA 12+70 LT

TO APPLY: POB STA 10+40 TO POE STA 24+00

3'± 3'±

EXISTING 28'± BOC

(USE 21AA)

AGGREGATE BASE, 6 INCH

PAID AS EXCAVATION, EARTH

GRADE TO THIS LINE

L

T

2.5%2.5%

AND CROWN POINT

PLAN GRADE

11'± LANE 11'± LANE

(TYP)

EX CURB AND GUTTER

SEE DETAIL FOR REPLACEMENT CURB.

OR AS DIRECTED BY ENGINEER.

SAVE / REMOVE WHERE SHOWN ON PLANS

(TYP)

EX SIDEWALK

SAVE

PROPOSED SECTION

STA 18+50 TO STA 23+36

STA 13+25 RT TO STA 15+00 RT

TO APPLY: STA 12+70 LT TO STA 15+00 LT

ALIGNMENT

CONST.

1 3/4"

2'- 4 3/4"

3'-0"

4"4"

#4 BAR

EPOXY COATED

CONC, DET F4, MODIFIED

CURB AND GUTTER,

/8

(MATCH EXISTING CURB)

(MISC. QUANTITY INCLUDED ON NOTE SHEET)

CONDITION AND/OR FOR SANITARY SEWER LEAD CONNECTIONS.

AND AS DIRECTED BY ENGINEER TO REPLACE CURB IN POOR

TO APPLY: STA 20+14 TO STA 20+44

P&N JN:

DATE:

DESIGN:

SHEET6/23/2025

HOUK

2200337

NO SCALE

ALDRICH STREET IMPROVEMENTS

PLANS FOR BIDDING PURPOSES

FLARE

4'

MATCH EXISTING DRIVE WIDTH

10' MIN.

FLARE

2'

WHERE GREATER THAN 10'

(USE 21AA)

APPROACH, CL I, 6 INCH

ON

DRIVEWAY, NONREINF CONC, 6 INCH

PAID FOR AS PAVT, REM.

REMOVAL OF EXISTING CONCRETE SURFACE

SAVE

EXISTING CONCRETE SIDEWALK

EXISTING DRIVE WIDTH

RESIDENTIAL DRIVE APPROACH

CONC, DET F4

CURB AND GUTTER,

R E

C O

N S

T R

U C

T T

O S

ID

E

W A

L K

25' (T Y P

R

(TYP)

CONC, DET F4

CURB AND GUTTER,

OR AS SHOWN ON PLANS

MATCH EXISTING WIDTH

O N P

LA

N S

O R A S S

H O

W N

AND EXCAVATION, EARTH

PAID FOR AS HMA SURFACE, REM

AND FOR PROPOSED SECTION

REMOVAL OF EXISTING HMA SURFACE

T

L

(USE 21AA)

AGGREGATE BASE, 6 INCH

ON

L

IM

IT

S

S H

O W

N O

N P

L A

N S

R E

C O

N S

T R

U C

T T

O

STREET INTERSECTION APPROACH

VARIABLE

SLOPE RESTORATION

EMBANKMENT, CIP

CONC, DET F4

CURB AND GUTTER,

PAID FOR AS EXCAVATION, EARTH

GRADE TO THIS LINE.

2'

1:6 O

R FLATTE

R 2%

T

L

(USE 21AA)

AGGREGATE BASE, 6 INCH

1:1

INTERSECTION CURB DETAIL

CASTING TYPE PER PLANS

6" MIN, 15" MAX

ADJUSTING RINGS

FINISH GRADE

DIAMETER PER PLANS

PIPE INVERT AND

AROUND SUMP AND BASE

WASHED 6A AGGREGATE

GEOTEXTILE FABRIC AROUND STONE

4 ROWS @ 1' SPACING

2" PERFORATIONS AT 8" CENTERS

AROUND PERFORATED SUMP

GEOTEXTILE FABRIC WRAPPED

S

U M

P

PLAN R-1 SERIES

SOLID CONCRETE BASE PER MDOT STANDARD

Ø PER PLAN

(4' MIN)

HIGHEST INVERT

STONE TO 1' ABOVE

FABRIC WRAPPED

2'-0"

2'-0"

LEACHING BASIN DETAIL

INCLUDED IN PAYMENT FOR DR STRUCTURE, 48 INCH DIA, LEACHING

NOTE: STRUCTURE, GEOTEXTILE, AGGREGATE 6A, AND CLASS II BACKFILL IS

BACKFILL ABOVE AGGREGATE

GRANULAR MATERIAL, CL II

APPROACH DETAILS

AGGREGATE BASE, 6 INCH

4'

UNDER PROPOSED CURB

DIRECTION

TRAFFIC

CURB OPENING 6' WIDER THAN DRIVE WIDTH

IN 1' (TYP)

DUB CURB

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.

WATER MAIN DETAILS

P&N JN:

DATE:

DESIGN:

SHEET6/23/2025

HOUK

2200337

NO SCALE

SANITARY SEWER DETAILS

P&N JN:

DATE:

DESIGN:

SHEET6/23/2025

HOUK

2200337

NO SCALE

STA 10+59, 9.5' LT

ELEV: 1294.82

NAIL/CAP IN POWER POLE

BM#1

CP#1

1/2" IRON W/ P&N CONTROL CAP

E=19410024.15

N=343591.30

ELEV: 1293.64

STA 11+10, 23.5' LT

BM#1

CP#1

10 11 12 13 141010

.0

S T

A R

T

N

REMOVAL SHEET

POB STA 10+40 TO STA 14+00

Cyd

Syd HMA Surface, Rem

Ft Curb and Gutter, Rem

REMOVAL QUANTITIES THIS SHEET

Excavation, Earth250

DRIVEWAY APPROACHES.

QUANTITIES INCLUDE REMOVALS FOR

Syd Pavt, Rem83

Ea San Structure, Rem2

Ft San Sewer, Rem, Less than 24 inch363

Ea Hydrant, Rem1

LINDEN STREET

LINDEN STREET

A L

D R

IC

H

S T

R E

E T

R

EX. 12" SAN

EX. 6" W.M.

R

EX. 12" SAN

EX. 6" W.M.

R

FOR NEW MANHOLE

NORTH & SOUTH

AND 10' OF 12" SAN

SAN MH

R

HYDRANT

PI= 10+00.00 N=343569.20 E=119409914.39

ALIGNMENT DATA

ALDRICH STREET CENTERLINE

R

GUTTER

CURB AND

E X

W

.M

E X

W .M

E X

S A

N E

X

S A

N

E X

W .M

E X

W

.M

E X

S T

M E

X

S

T M

R

SAN MH

Syd Sidewalk, Rem48

POB STA 10+40

E D

G E

O F

S

ID

E W

A L

K

REMOVE CURB AND GUTTER SAVE CURB AND GUTTER

S T

A

REMOVE CURB AND GUTTER SAVE CURB AND GUTTER

S T

A

R

YIELD SIGN

R

(PEDEST.)

SIGN

R

(RAILROAD)

SIGN

Ea Sign, Type III, Rem3

S

& ROUND POST

STREET SIGNS

E X

S T

M

P&N JN:

DATE:

DESIGN:

SHEET6/23/2025

0 40

HORZ. (FT)

HOUK

2200337

STA 10+59, 9.5' LT

ELEV: 1294.82

NAIL/CAP IN POWER POLE

BM#1

CP#1

1/2" IRON W/ P&N CONTROL CAP

E=19410024.15

N=343591.30

ELEV: 1293.64

STA 11+10, 23.5' LT

BM#1

CP#1

10 11 12 13 141010

.0

S T

A R

T

N

POB STA 10+40 TO STA 14+00

CONSTRUCTION SHEET

Ton

Syd Aggregate Base, 6 inch

CONSTRUCTION QUANTITIES THIS SHEET

HMA, 4EL

Cyd Embankment, CIP60

Ft Curb and Gutter, Conc, Det F4576

Syd Slope Restoration600

Ea Gate Box, Adj, Special1

San Sewer, SDR 26, 12 inch Tr Det B363 Ft

San Sewer, Dr Structure, 48 inch dia2 Ea

Dr Structure Cover, Type Q - EJ SELFLEVEL2 Ea

Syd

DRIVEWAY QUANTITIES THIS SHEET

Driveway, Nonreinf Conc, 6 inch99

Syd Approach, Cl I, 6 inch99

UTILITY QUANTITIES THIS SHEET

Sanitary Sewer, Serv Lead, PVC, 6 inch120 Ft

LINDEN STREET

LINDEN STREET

A L

D R

IC

H

S T

R E

E T

EX. 6" W.M.

PROP 12" SAN

STA 13+60, AT �

SAN STRUCTURE

PROP 4' Ø

SAN 2

EX. 6" W.M.

PROP 12" SAN

' LTSTA 10+57, 1

SAN STRUCTURE

PROP 4' Ø

SAN 1

ADJ

WM VALVE

ASSEMBLY

PROPOSED HYDRANT

STA 11+36, 20' RT

'25

R

R

PI= 10+00.00 N=343569.20 E=119409914.39

ALIGNMENT DATA

ALDRICH STREET CENTERLINE

E X

W .M

E X

W .M

E X

. 1 2"

S A

N E

X . 1

2" S

A N

E X

W .M

E X

W .M

E X

. 1 2"

S T

M E

X . 1

2" S

T M

PROP 12" STM

P R

O P

ADJ-K

ADJ-K

Ea Fire Hydrant Assembly 1

San Sewer, Fernco Coupling , 12 inch (Strong Back RC 5000 Series)2 Ea

Ft Sewer, Cl E, 12 inch, Tr Det B214

Ea Dr Structure, 24 inch dia1

Dr Structure Cover, Type K5 Ea Dr Structure Cover, Adj, Case 1Ea2

Ea Dr Structure, 48 inch dia2

POB STA 10+40

E D

G E

O F

S

ID

E W

A L

K

(TYP ALL RAMPS)

DETECTABLE WARNING PLATES

6' RAMP OPENING &

NOTE:

Sft Curb Ramp, Conc, 6 inch432 Ft Detectable Warning Surface, Cast Iron18

STM 3

STA 12+60, 13' LT

STM STRUCTURE

PROP 2' Ø

STM 2

STA 12+60, 14' RT

STM STRUCTURE

PROP 4' Ø

Sft Sign, Type IIIA7

TAP 12" STM

STM 1

STA 11+06, 14' RT

STM STRUCTURE

PROP 4' Ø

E X

. 1 2"

S T

M

Ea Dr Structure, Tap, 12 inch1

(SAVE STREET SIGNS)

ON EXISTING ROUND POST

6.25 SFT SIGN, TYPE IIIA

R1-1 (30")

P&N JN:

DATE:

DESIGN:

SHEET6/23/2025

0 40

HORZ. (FT)

HOUK

2200337

.9

.8

.6

.8

.1

.6

.1

.6

.1

+3.56 %-1.14%

+0.70%

+0.96%

.0

.5

.8

.2

.5

.9

.4

.9

.9

.8

.6

.8

.1

.6

.1

.6

.1

+3.56 %-1.14%

+0.70%

+0.96%

.0

.5

.8

.2

.5

.9

.4

.9

POB STA 10+40 TO STA 14+00

PROFILE SHEET

POB STA 10+40

E D

G E

O F

S

ID

E W

A L

K

LINDEN STREET

LINDEN STREET

E

D G

E O

F S

ID

E

W A

L K

POB STA 10+40

EX. SAN MH

R

1286.85 12" E

1286.90 12" W INV:

1295.56RIM:

4' DIA SAN MH - COVER Q

�STA 13+60, AT

SAN 1

EX. SAN MH

R

1287.78 12" E

1287.81 12" S

1287.89 12" N INV:

1293.11RIM:

4' DIA SAN MH - COVER Q

STA 10+57, 1' LT

SAN 2

EX. 12" SAN (CLAY)

R

PROP 12" SAN @ 0.29%

PROP 12" SAN @ 0.26%

(CLAY)

EX. 12" SAN

R

CENTERLINE

EX GRADE AT

AT CENTERLINE

PROPOSED PLAN GRADE

SANITARY SEWER PROFILE

STORM SEWER PROFILE

CENTERLINE

EX GRADE AT

AT CENTERLINE

PROPOSED PLAN GRADE

PROPOSED CENTERLINE PROFILE

EXISTING CENTERLINE PROFILE

PROPOSED CENTERLINE PROFILE

EXISTING CENTERLINE PROFILE

PROP 12" STM @ 0.48%

STM 2

1290.60 12" W

1290.60 12" NINV:

1294.20RIM:

4' DIA STM CB - COVER K

STA 12+60, 14' RT

STM 3

1290.70 12" SINV:

1294.20RIM:

' DIA STM CB - COVER K2

STA 12+60, 13' LT

STM 2

1289.90 12" SW

1289.90 12" EINV:

1293.20RIM:

4' DIA STM CB - COVER K

STA 11+06, 14' RT

1289.80 12" NE - TAP

1289.77 12" S

1289.67 12" NINV:

1293.07RIM:

EX 4' DIA STM CB - COVER K

ADJ-K

PROP 12"

P&N JN:

DATE:

DESIGN:

SHEET6/23/2025

0 40

HORZ. (FT)

HOUK

2200337

ALDRICH STREET IMPROVEMENTS

PLANS FOR BIDDING PURPOSES

10 11 12 13 14

10 11 12 13 14

BM#2

STA 17+23, 23.7' LT

ELEV: 1298.06

NAIL/CAP IN POWER POLE

BM#2

CP#2

1/2" IRON W/ P&N CONTROL CAP

E=19410504.74

N=343540.46

ELEV: 1296.86

STA 15+91, 21.7' RT

CP#2

14 15 16 17 18 1915

N

REMOVAL SHEET

STA 14+00 TO STA 19+00

A L

D R

IC

H

S T

R E

E T

A L

D R

IC

H

S T

R E

E T

G.L.C. RAILROAD

G.L.C. RAILROAD

R

SAN MH

R

SAN MH

Cyd

Syd HMA Surface, Rem

Ft Curb and Gutter, Rem

REMOVAL QUANTITIES THIS SHEET

Excavation, Earth300

DRIVEWAY APPROACHES.

QUANTITIES INCLUDE REMOVALS FOR

Syd Pavt, Rem135

Ea San Structure, Rem2

Cyd Flowable Fill, Non-Structural2

R

EX. 12" SAN

R

EX. 12" SAN

EX. 6" W.M.

EX. 6" W.M.

(T Y

P

SAVE CURB AND GUTTER REMOVE CURB AND GUTTER

S T

A

REMOVE CURB AND GUTTER SAVE CURB AND GUTTER

S T

A

SAVE CURB AND GUTTER REMOVE CURB AND GUTTER

S T

A

REMOVE CURB AND GUTTER SAVE CURB AND GUTTER

S T

A

R

(NO PARKING)

SIGN

R

(NO PARKING)

SIGN

R

(PEDEST.)

SIGN

Ea Sign, Type III, Rem3

Syd Sidewalk, Rem14

SIDEWALK CROSSING

50' - REMOVE

THROUGH RAILROAD CROSSING

REMOVE HMA PAVEMENT

THROUGH RAILROAD CROSSING

REMOVE HMA SIDEWALK

MP: 0.00 SOUTH END OF WYE

NI: 000623J

ALDRICH ST

THE RAILROAD TRACK.

FOR A MINIMUM 20' EACH SIDE OF THE CENTERLINE OF

PLACE FLOWABLE FILL IN ABANDONED SANITARY SEWER

Ft San Sewer, Rem, Less than 24 inch460

P&N JN:

DATE:

DESIGN:

SHEET6/23/2025

0 40

HORZ. (FT)

HOUK

2200337

BM#2

STA 17+23, 23.7' LT

ELEV: 1298.06

NAIL/CAP IN POWER POLE

BM#2

CP#2

1/2" IRON W/ P&N CONTROL CAP

E=19410504.74

N=343540.46

ELEV: 1296.86

STA 15+91, 21.7' RT

CP#2

14 15 16 17 18 1915

N

STA 14+00 TO STA 19+00

CONSTRUCTION SHEET

A L

D R

IC

H

S T

R E

E T

A L

D R

IC

H

S T

R E

E T

G.L.C. RAILROAD

G.L.C. RAILROAD

EX. 6" W.M.

EX. 6" W.M.

PROP 12" SAN

PROP 12" STM

PROP 12" SAN

�STA 16+35, AT

SAN STRUCTURE

PROP 4' Ø

SAN 3

Ton Syd Aggregate Base, 6 inch

CONSTRUCTION QUANTITIES THIS SHEET

HMA, 4EL

Cyd Embankment, CIP70

Ft Curb and Gutter, Conc, Det F4622

Syd Slope Restoration700

San Sewer, SDR 26, 12 inch Tr Det B500 Ft San Sewer, Dr Structure, 48 inch dia2 Ea Dr Structure Cover, Type Q - EJ SELFLEVEL2 Ea

Syd

DRIVEWAY QUANTITIES THIS SHEET

Driveway, Nonreinf Conc, 6 inch127 Syd Approach, Cl I, 6 inch127

UTILITY QUANTITIES THIS SHEET

Sanitary Sewer, Serv Lead, PVC, 6 inch320 Ft

40'±

DUB CURB IN 5' LENGTH

15' FROM RAILS (LT & RT)

GAP CURB AND GUTTER

BORE PIT

25' TO

BORE PIT

25' TO

C E

N T

E R

L

IN

E O

F T

R A

C K

S T

A

FOR SANITARY SEWER

60' BORE & JACK STEEL CASING PIPE

Steel Casing Pipe, 24 inch, Jacked in Place, Modified60 Ft Sft Sign, Type IIIA15

Ft Post, Steel, 3 pound75

HMA

20'

Ton Hand Patching20

Sft Curb Ramp, Conc, 6 inch162 Ft Detectable Warning Surface, Cast Iron12

Ea Pavt Mrkg, Polyurea, Railroad Sym2 Ft Pavt Mrkg, Polyurea, 24 inch, Stop Bar72

Sft Sign, Type IIIB13

PLACE RR SYM PAVT MRKG

15 FT 1-POST, STEEL, 3 POUND

6.25 SFT SIGN, TYPE IIIB

W10-1 (30")

FOR RAILROAD CROSSING

SEE STND PLAN R-28

(HAND PATCHING)

CROSSING

THROUGH RAILROAD

PLACE HMA SIDEWALK

DETAILS

FOR DETAILS.

SEE STND PLAN RR-20

CROSSING.

THROUGH RAILROAD

PLACE HMA PAVEMENT

65°

MP: 0.00 SOUTH END OF WYE

NI: 000623J

ALDRICH ST

MIN.

20'

MIN.

20'

(TYP)

APPROX 12' X 24' X 12' DEEP

BORE PIT (20' MIN. FROM TRACKS)

3' BEYOND TOE OF SLOPE; 3' BEYOND THE DITCH; OR A MINIMUM DISTANCE OF 25' FROM THE NEAR RAIL WHEN CASING IS BELOW GROUND.

D. LENGTH OF STEEL CASING PIPE SHALL BE THE DISTANCE AS MEASURED AT RIGHT ANGLES TO THE TRACK:

C. MINIMUM WALL THICKNESS OF 0.407" (13/32") FOR 24" STEEL CASING.

B. MINIMUM YIELD STRENGTH OF 35,000 PSI.

A. EITHER: ASTM A53-TYPE E OR S, GRADE B; OR ASTM A 139-GRADE B

4. STEEL PIPE REQUIREMENTS:

SHALL BE CLOSELY MONITORED FOR SETTLEMENT OR DISPLACEMENT.

WATER IS PRESENT OR ANTICIPATED, FLOW SHALL BE MAINTAINED AT THE SITE. WHEN DEWATERING, THE RAILROAD EMBANKMENT, TRACKS, AND FACILITIES SUPPORTING THE TRACK STRUCTURE, BALLAST SECTION, OR ANY OTHER RAILROAD STRUCTURES (CULVERTS, SIGNALS, SWITCH STANDS, ETC). WHEN

D.SHEETING, SHORING, AND/OR DEWATERING SHALL BE USED TO PREVENT CAVING, SLIDES, OR UNDERMINING OF THE FOUNDATION MATERIAL

MUST BE SUFFICIENT DISTANCE BELOW THE PIPE TO ALLOW A QUALITY WELD.

OVERLAPPING BEADS OF WELD SHALL BE APPLIED AT SEAMS OR JOINTS. DURING FIELD WELDING, WATER SHALL NOT BE PRESENT INSIDE THE PIPE AND

C. WHERE FIELD WELDING IS REQUIRED, THE STEEL PIPE ENDS SHALL BE PREPARED AND A MINIMUM OF 3 COMPLETE CIRCUMFERENCE PASSES, OR 3

FLUSH WITH THE FRONT SLOPE, AND FILLED COMPLETELY WITH GROUT BEFORE AND FURTHER BORE ATTEMPTS ARE MADE.

ENCOUNTERED THAT STOPS THE FORWARD ADVANCEMENT OF THE PIPE, OPERATIONS SHALL CEASE AND THE PIPE SHALL BE ABANDONED IN PLACE, CUT VOIDS. THE AUGER SHALL BE REMOVABLE FROM WITHIN THE PIPE IN THE EVENT AS OBSTRUCTION IS ENCOUNTERED. WHEN AN OBSTRUCTION IS COATING. IF VOIDS SHOULD DEVELOP CREATING A HOLE DIAMETER GREATER THAN 1" PLUS THE PIPE DIAMETER GROUT SHALL BE USED TO FILL SUCH

B. A BORE/JACK INSTALLATION SHALL HAVE A PUSH HOLE ESSENTIALLY THE SAME AS THE OUTSIDE DIAMETER OF THE PIPE PLUS PROTECTIVE

AUGER AND CASING ADVANCEMENT IS COORDINATED. WHERE THE AUGER IS ADVANCED SEPARATELY, THE AUGER SHALL NOT PRECEDE THE CASING PIPE.

WITHIN THE PIPE TO REMOVE THE SPOIL, THE AUGER SHALL NOT BE ADVANCED MORE THAN ONE-HALF THE DIAMETER OF THE CASING PIPE, WHERE THE

A. WHERE THE METHOD OF INSTALLATION CONSISTS OF PUSHING THE CASING PIPE INTO THE SUB GRADE SECTION WITH A BORING AUGER ROTATING

3. JACK AND BORE REQUIREMENTS FOR UNDER RAILROAD:

AS SHOWN ON THE PLANS.

2. NO WORK OR STORING OF EQUIPMENT/MATERIALS SHALL BE ALLOWED WITHIN 20' OF THE CENTERLINE OF THE NEAREST TRACK EXCEPT FOR THE WORK

SECTIONS WILL BE DETERMINED BY THE RAILROAD OR MDOT ENGINEER.

TO REMOVE AND REPLACE THE FOULED BALLAST SECTION, WITH COSTS INVOICED TO THE PERMIT APPLICANT/FACILITY OWNER. FOULING OF BALLAST AND REPLACEMENT WORK AT THE TRACK AREA. ANY MATERIAL FINES THAT ARE PLACED IN THE RAILROAD BALLAST SECTION WILL REQUIRE THE RAILROAD

1. NO CONSTRUCTION EQUIPMENT WILL BE ALLOWED ON THE RAILROAD ROADBED/BALLAST, UNLESS IT IS HI-RAIL EQUIPPED OR FOR PAVEMENT REMOVAL

RAILROAD RIGHT OF WAY CONSTRUCTION NOTES:

RR

15 FT 1-POST, STEEL, 3 POUND

5 SFT SIGN, TYPE IIIA

R8-3a (24" X 30")NO

PARKING

15 FT 1-POST, STEEL, 3 POUND

5 SFT SIGN, TYPE IIIA

R8-3a (24" X 30")

15 FT 1-POST, STEEL, 3 POUND

5 SFT SIGN, TYPE IIIA

R8-20 (24" X 30")

RR

THIS

STREET

PARKING

OFSIDE

NO

NO

PARKING

Bypass Pumping, Sanitary Sewer1 LSUM

P&N JN:

DATE:

DESIGN:

SHEET6/23/2025

0 40

HORZ. (FT)

HOUK

2200337

.1

.4

.5

.8

.0

.3

.9

.6

.4

.4

.1

+0.67%

+0.62% -0.52%

-0.71%

.9

.2

.5

.8

.1

.4

.3

.0

.6

.3

.1

.1

.4

.5

.8

.0

.3

.9

.6

.4

.4

.1

+0.67%

+0.62% -0.52%

-0.71%

.9

.2

.5

.8

.1

.4

.3

.0

.6

.3

.1

STA 14+00 TO STA 19+00

PROFILE SHEET

G.L.C. RAILROAD

G.L.C. RAILROAD

EX. 12" SAN (CLAY)

R

EX. 12" SAN (CLAY)

R

EX. 12" SAN (CLAY)

R

EX. SAN MH

R

EX. SAN MH

R

PROP 12" SAN @ 0.26%

PROP 12" SAN @ 0.26%

1286.10 12" E

1286.15 12" W INV:

1297.40RIM:

4' DIA SAN MH - COVER Q

�STA 16+35, AT

SAN 3

CENTERLINE

EX GRADE AT

AT CENTERLINE

PROPOSED PLAN GRADE

SANITARY SEWER PROFILE

STORM SEWER PROFILE

PROPOSED CENTERLINE PROFILE

EXISTING CENTERLINE PROFILE

CENTERLINE

EX GRADE AT

AT CENTERLINE

PROPOSED PLAN GRADE

PROPOSED CENTERLINE PROFILE

EXISTING CENTERLINE PROFILE

60' - 24" CASING PIPE

JACK AND BORE

INV. 1285.60

STA 16+39

INV. 1285.45

STA 16+99

C E

N T

E R

L

IN

E O

F T

R A

C K

S T

A

C E

N T

E R

L

IN

E O

F T

R A

C K

S T

A

THE RAILROAD TRACK.

FOR A MINIMUM 20' EACH SIDE OF THE CENTERLINE OF

PLACE FLOWABLE FILL IN ABANDONED SANITARY SEWER

:1 1

:1

S T

A

E D

G E

O F

B O

R E

P

IT

S T

A

E D

G E

O F

B O

R E

P

IT

25'25'

P&N JN:

DATE:

DESIGN:

SHEET6/23/2025

0 8

VERT. (FT)

HORZ. (FT)

HOUK

2200337

ALDRICH STREET IMPROVEMENTS

PLANS FOR BIDDING PURPOSES

14 15 16 17 18 19

14 15 16 17 18 19

CP#3

CP#4

BM#3

STA 23+65, 24.6' LT

ELEV: 1295.83

NAIL/CAP IN POWER POLE

BM#3

CP#3

1/2" IRON W/ P&N CONTROL CAP

E=19410879.19

N=343537.16

ELEV: 1295.71

STA 19+65, 20.6' RT

CP#4

1/2" IRON W/ P&N CONTROL CAP

E=19411265.44

N=343589.40

ELEV: 1295.20

STA 23+51, 36.2' LT

19 20 21 22 23 242020

.5

E

D

N

REMOVAL SHEET

STA 19+00 TO POE STA 24+00

A L

D R

IC

H

S T

R E

E T

GREEN STREET BOND STREET

BOND STREET

R

EX. 12" SAN

EX. 6" W.M.

R

HYDRANT

R

R

EX. 12" SAN

EX. 6" W.M.

E X

S

A N

E X

W

.M

8" SAN SOUTH

AND 40' OF

SAN MH

PI= 24+35.55 N=343552.24 E=119411349.84

ALIGNMENT DATA

ALDRICH STREET CENTERLINE

Cyd

Syd HMA Surface, Rem

Ft Curb and Gutter, Rem

REMOVAL QUANTITIES THIS SHEET

Excavation, Earth300

INTERSECTION APPROACHES.

QUANTITIES INCLUDE REMOVALS FOR

Ea San Structure, Rem1

Ft San Sewer, Rem, Less than 24 inch527

Ea Sign, Type III, Rem2

Syd Sidewalk, Rem77

E X

S A

N

E X

S A

N

E X

W

.M

E X

W

.M

E X

S T

M E

X

S T

M

EX.

" S

TM

E X . 1

" S

T M

POE STA 24+00

E D

G E

O F

C U

R B

(RAILROAD)

SIGN

Ea Hydrant, Rem1

R

SAVE CURB AND GUTTER REMOVE CURB AND GUTTER SAVE CURB AND GUTTER

S T

A

S T

A

SAVE CURB AND GUTTER

CURB AND GUTTER

REMOVE

S T

A

SAVE CURB AND GUTTER

CURB AND GUTTER

REMOVE

S T

A

R

YIELD SIGN

& ROUND POST

STREET SIGNS

S

30'

DR STRUCT.

FOR RAMP AND

REMOVE CURB

P&N JN:

DATE:

DESIGN:

SHEET6/23/2025

0 40

HORZ. (FT)

HOUK

2200337

CP#3

CP#4

BM#3

STA 23+65, 24.6' LT

ELEV: 1295.83

NAIL/CAP IN POWER POLE

BM#3

CP#3

1/2" IRON W/ P&N CONTROL CAP

E=19410879.19

N=343537.16

ELEV: 1295.71

STA 19+65, 20.6' RT

CP#4

1/2" IRON W/ P&N CONTROL CAP

E=19411265.44

N=343589.40

ELEV: 1295.20

STA 23+51, 36.2' LT

19 20 21 22 23 242020

.5

E

D

N

STA 19+00 TO POE STA 24+00

CONSTRUCTION SHEET

A L

D R

IC

H

S T

R E

E T

GREEN STREET BOND STREET

BOND STREET

EX. 6" W.M.

EX. 6" W.M.

E X

S

A N

E X

W

.M

ADJ

WM VALVE

R

R

ASSEMBLY

PROPOSED HYDRANT

STA 19+55, 20' RT

ASSEMBLY

PROPOSED HYDRANT

STA 23+36, 20' RT

PI= 24+35.55 N=343552.24 E=119411349.84

ALIGNMENT DATA

ALDRICH STREET CENTERLINE

E X

S A

N

E X

S A

N

E X

W

.M

E X

W

.M

E X

S T

M E

X

S T

M

PROP 12" SAN

P R

O P S T

M PROP 12" SAN

R

27'

R

�STA 19+90, AT

SAN STRUCTURE

PROP 4' Ø

SAN 4

ADJ

(3 EA)

WM VALVES

ADJ-K

ADJ-K

Ton Syd Aggregate Base, 6 inch

CONSTRUCTION QUANTITIES THIS SHEET

HMA, 4EL

Cyd Embankment, CIP40

Ft Curb and Gutter, Conc, Det F4232

Syd Slope Restoration300

Ea Gate Box, Adj, Special4

San Sewer, SDR 26, 12 inch Tr Det B487 Ft

San Sewer, Dr Structure, 48 inch dia1 Ea Dr Structure Cover, Type Q - EJ SELFLEVEL3 Ea

UTILITY QUANTITIES THIS SHEET

Sanitary Sewer, Serv Lead, PVC, 6 inch120 Ft

Ea Fire Hydrant Assembly 2

San Sewer, Fernco Coupling , 8 inch (Strong Back RC 5000 Series)1 Ea Ft Sewer, Cl E, 18 inch Tr Det B48

Dr Structure Cover, Type K4 Ea Ea Dr Structure, 48 inch dia, Leaching2

San Sewer, SDR 26, 8 inch Tr Det B40 Ft

San Sewer, Fernco Coupling , 12 inch (Strong Back RC 5000 Series)1 Ea

ADJ-B

Dr Structure Cover, Adj, Case 1 Ea5

POE STA 24+00

E D

G E

O F

C U

R B

P R

O P

(TYP ALL RAMPS)

DETECTABLE WARNING PLATES

6' RAMP OPENING &

NOTE:

Sft Curb Ramp, Conc, 6 inch818 Ft Detectable Warning Surface, Cast Iron30 Sft Sign, Type IIIA7

ADJ-Q

STM 5

STA 20+35, 14' LT

(LEACHING)

STM STRUCTURE

PROP 4' Ø

STM 4

STA 20+07, 25.5' RT

(LEACHING)

STM STRUCTURE

PROP 4' Ø

Ft Curb and Gutter, Conc, Det F4, Modified30

Dr Structure Cover, Type B - EJ SELFLEVEL1 Ea

(SAVE STREET SIGNS)

ON EXISTING ROUND POST

6.25 SFT SIGN, TYPE IIIA

R1-1 (30")

P&N JN:

DATE:

DESIGN:

SHEET6/23/2025

0 40

HORZ. (FT)

HOUK

2200337

.1

.1

.1

.7

.5

.2

.2

.1

.8

.6

.1

-0.35%

+0.58% -4.06%

.1

.9

.7

.6

.4

.2

.0

.9

.7

.5

.1

.1

.1

.1

.7

.5

.2

.2

.1

.8

.6

.1

-0.35%

+0.58% -4.06%

.1

.9

.7

.6

.4

.2

.0

.9

.7

.5

.1

STA 14+00 TO STA 24+00

PROFILE SHEET

SANITARY SEWER PROFILE

STORM SEWER PROFILE

BOND STREET

BOND STREET

POE STA 24+00

E D

G E

O F

C U

R B

POE STA 24+00

E D

G E

O F

C U

R B

EX. SAN MH

R

1284.14 15" NW

1284.21 10" S

1284.19 12" W EX INV:

1294.34RIM:

EX 4' DIA SAN MH - ADJ COVER Q

�STA 23+87, AT

1285.15 12" E

1285.20 12" W

1286.36 8" S INV:

1295.78RIM:

4' DIA SAN MH - COVER Q

�STA 19+90, AT

SAN 4

EX. 12" SAN (CLAY)

R

EX. 12" SAN (CLAY)

R

PROP 12" SAN @ 0.26%

PROP 12" SAN @ 0.24%

EX. SAN MH

ADJ-Q

(PVC)

EX. 12" SAN

S

FIELD VERIFY INV. 1284.19

PVC SANITARY

CONNECT TO EXISTING

FIELD VERIFY INV. 1286.58

CONNECT TO EX 8" SAN, 40' SOUTH

PROP 8" SAN @ 0.54% (EX SLOPE)

PROPOSED CENTERLINE PROFILE

EXISTING CENTERLINE PROFILE

CENTERLINE

EX GRADE AT

AT CENTERLINE

PROPOSED PLAN GRADE

CENTERLINE

EX GRADE AT

AT CENTERLINE

PROPOSED PLAN GRADE

PROPOSED CENTERLINE PROFILE

EXISTING CENTERLINE PROFILE

STM 5

1290.50 18" SWINV:

1295.17RIM:

4' DIA STM CB (LEACHING) - COVER K

STA 20+35, 14' LT

STM 4

1290.50 18" NEINV:

1295.14RIM:

4' DIA STM CB (LEACHING) - COVER K

STA 20+07, 25.5' RT

PROP 18" STM

EX. STM CB

ADJ-K

RIM ELEV 1294.00

EX/PROP

PROP RIM ELEV 1294.00

EX RIM ELEV 1294.21

P&N JN:

DATE:

DESIGN:

SHEET6/23/2025

0 8

VERT. (FT)

HORZ. (FT)

HOUK

2200337

ALDRICH STREET IMPROVEMENTS

PLANS FOR BIDDING PURPOSES

19 20 21 22 23 24

19 20 21 22 23 24

RAILROAD CROSSING DETAILS

P&N JN:

DATE:

DESIGN:

SHEET6/23/2025

HOUK

2200337

NO SCALE