A.2 Allen Elementary School.pdf

CONSTRUCTION PLANS

CITY OF SOUTHGATE, WAYNE COUNTY, MI

16500 McCANN AVENUE

NO SCALE

LOCATION MAP

DESIGN TEAM

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LA

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NORTH

LANDSCAPE ARCHITECT

PEA GROUP

7927 NEMCO WAY, STE. 115

BRIGHTON, MI 48116

PHONE: 844.813.2949

CONTACT: THOM DUMOND, PLA

EMAIL: TDUMOND@PEAGROUP.COM

REVISIONS

DESCRIPTION DATE

ORIGINAL ISSUE DATE 6/23/2025

PERMIT / APPROVAL SUMMARY

DATE SUBMITTED DATE APPROVED PERMIT / APPROVAL

CIVIL ENGINEER

PEA GROUP

7927 NEMCO WAY, STE. 115

BRIGHTON, MI 48116

PHONE: 844.813.2949

CONTACT: JOE WYWROT, PE

EMAIL: JWYWROT@PEAGROUP.COM

ALLEN ELEMENTARY SCHOOL

PAVEMENT REPAIRS

NOT FOR CONSTRUCTION

CLIENT

SOUTHGATE COMMUNITY SCHOOLS

13940 LEROY

SOUTHGATE, MI 48195

CONTACT: JASON HARDY

PHONE: 734.632.9806

EMAIL: HARDYJ@SGATE.K12.MI.US

OWNERS REPRESENTATIVE

PLANTE MORAN REALPOINT

3000 TOWN CENTER DRIVE, SUITE 100

SOUTHFIELD, MI 48075

CONTACT: GARY KENT

PHONE: 248.223.3483

EMAIL: GARY.KENT@PLANTEMORAN.COM

PAV-1 PAVING DETAILS

SESC-1 SOIL EROSION DETAILS

STM-1 STORM SEWER DETAILS

LEROY ST

PENNSYLVANIA RD

COOK ST

LUDINGTON ST

SURVEY

SITE

M cC

AN

N

A

VE

N U

E

Sheet List Table Sheet Number Sheet Title

C-0.0 COVER SHEET

C-1.0 TOPOGRAPHIC SURVEY

C-2.0 DEMOLITION PLAN

C-3.0 DIMENSION AND PAVING PLAN

C-4.0 GRADING AND SESC PLAN

C-5.0 UTILITY PLAN

C-6.0 NOTES AND DETAILS

C-6.1 DETAILS

C-5.1 UTILITY PROFILES

NORTH

0 10 20 40

SCALE: 1" = 20'

TOPOGRAPHIC

SURVEY

C-1.0NOT FOR CONSTRUCTION

REVISIONS

CAUTION!!

THE LOCATIONS AND ELEVATIONS OF EXISTING UNDERGROUND

UTILITIES AS SHOWN ON THIS DRAWING ARE ONLY

APPROXIMATE. NO GUARANTEE IS EITHER EXPRESSED OR

IMPLIED AS TO THE COMPLETENESS OR ACCURACY THEREOF.

THE CONTRACTOR SHALL BE EXCLUSIVELY RESPONSIBLE FOR

DETERMINING THE EXACT UTILITY LOCATIONS AND ELEVATIONS

PRIOR TO THE START OF CONSTRUCTION.

PROJECT TITLE

CLIENT

ORIGINAL ISSUE DATE:

DRAWING TITLE

DRAWING NUMBER:

PEA JOB NO.

DN.

P.M.

CD

TD

DES. CD/JW

23-0981.16 www.peagroup.com t: 844.813.2949

PLANTE MORAN

REALPOINT

3000 TOWN CENTER DRIVE

SUITE 100

SOUTHFIELD, MI 48075

ALLEN

ELEMENTARY

SCHOOL

PAVEMENT

REPAIRS

16500 McCANN AVENUE

CITY OF SOUTHGATE, WAYNE COUNTY, MI

REFERENCE DRAWINGS:

ELECTRIC DTE ELECTRIC MAPS 304-252, DATED 04/28/2025

FIBER OPTIC COMCAST MAP, EMAIL DATED 04/24/2025

FIBER LINK MAP, EMAIL DATED 04/22/2025

GAS DTE GAS COMPANY MAP DATED 04/28/2024

WATER MAIN CITY OF SOUTHGATE UTILITY MAP, SHEET 10,

HENNESSEY ENGINEERS EMAIL DATED

04/23/2025

STORM SEWER CITY OF SOUTHGATE UTILITY MAP, SHEET 10,

HENNESSEY ENGINEERS EMAIL DATED

04/23/2025

EX. OH. ELEC, POLE & GUY WIRE

EX. U.G. CABLE TV & PEDESTAL

EX. U.G. COMMUNICATION LINE, PEDESTAL & MANHOLE

EX. U.G. ELEC,MANHOLE & METER

EX. GAS LINE

EX. GAS VALVE & GAS LINE MARKER

EX. TRANSFORMER & IRRIGATION VALVE

EX. WATER MAIN

EX. HYDRANT, GATE VALVE & POST INDICATOR VALVE

EX. WATER VALVE BOX & SHUTOFF

EX. SANITARY SEWER

EX. SANITARY CLEANOUT & MANHOLE

EX. COMBINED SEWER MANHOLE

EX. STORM SEWER

EX. CLEANOUT, MANHOLE & CULVERT

EX. SQUARE, ROUND & BEEHIVE CATCH BASIN

EX. YARD DRAIN, ROOF DRAIN & DOWNSPOUT

EX. UNIDENTIFIED STRUCTURE

EX. MAILBOX, SIGN & GUARD POST

EX. LIGHT POLE & YARD LIGHT

EX. PUBLIC LIGHTING MANHOLE

EX. FENCE

EX. GUARD RAIL

EX. DEC. TREE, CONIFEROUS TREE & SHRUB

EX. TREE TAG, & TREE LINE

EX. SPOT ELEVATION

EX. CONTOUR

EX. WETLAND

IRON FOUND / SET

NAIL FOUND / NAIL & CAP SET

BRASS PLUG SET

MONUMENT FOUND / SET

SECTION CORNER FOUND

RECORDED / MEASURED / CALCULATED

LEGEND:LEGAL DESCRIPTION:

(Per Wayne County)

PARCEL ID 53 024 99 0002 001

Land in the City of Southgate, Wayne County, Michigan, described as follows:

E 1/2 OF NW 1/4 OF SE 1/4 OF SEC 35 T3S R10E EXC N 43FT ALSO EXC

SW TRIANGULAR PT MEAS 240.62FT ON W LINE AND 378.60FT ON S

LINE OF PARCEL ALSO NE 1/4 OF SE 1/4 SEC 35 EXC N 43FT THEREOF

ALSO PT OF SE 1/4 SEC 35 DESC AS BEG N0DEG 01M 42S W 888.51FT

FROM SE COR SEC 35 TH N0DEG 01M 42S W 430FT TH N89DEG 24M

42S W 740FT TH S0DEG 01M 42S E 430FT TH S89DEG 24M 44S E 740FT

TO POB 63.75 AC

BENCHMARKS:

(GPS DERIVED - NAVD88)

BM #300

BENCH TIE IN THE WEST FACE OF A POWER POLE LOCATED ON THE

WEST SIDE OF McCANN AVENUE, APPROX. 90' NORTHEAST FROM THE

NORTHEAST BUILDING CORNER OF ALLEN ELEMENTARY SCHOOL

(16500 McCANN AVE).

ELEV - 598.05

BM #301

MAG NAIL IN THE NORTH SIDE OF A CONCRETE LIGHT POLE BASE

LOCATED ON THE SOUTH SIDE OF THE NORTH PARKING LOT, APPROX.

95' NORTHEAST FROM THE NORTHWEST BUILDING CORNER OF ALLEN

ELEMENTARY SCHOOL (16500 McCANN AVE).

ELEV - 597.57

FLOODPLAIN NOTE:

BY GRAPHICAL PLOTTING, SITE IS WITHIN ZONE 'X', AREA DETERMINED TO BE

OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN PER FLOOD INSURANCE

RATE MAP NUMBER 26163C0404E & 26163C0412E, DATED 02/02/2012.

SEE CONTINUATION

THIS SHEET

SEE CONTINUATION THIS SHEET

NORTH

0 10 20 40

SCALE: 1" = 20'

DEMOLITION

PLAN

C-2.0NOT FOR CONSTRUCTION

REVISIONS

CAUTION!!

THE LOCATIONS AND ELEVATIONS OF EXISTING UNDERGROUND

UTILITIES AS SHOWN ON THIS DRAWING ARE ONLY

APPROXIMATE. NO GUARANTEE IS EITHER EXPRESSED OR

IMPLIED AS TO THE COMPLETENESS OR ACCURACY THEREOF.

THE CONTRACTOR SHALL BE EXCLUSIVELY RESPONSIBLE FOR

DETERMINING THE EXACT UTILITY LOCATIONS AND ELEVATIONS

PRIOR TO THE START OF CONSTRUCTION.

PROJECT TITLE

CLIENT

ORIGINAL ISSUE DATE:

DRAWING TITLE

DRAWING NUMBER:

PEA JOB NO.

DN.

P.M.

CD

TD

DES. CD/JW

23-0981.16 www.peagroup.com t: 844.813.2949

PLANTE MORAN

REALPOINT

3000 TOWN CENTER DRIVE

SUITE 100

SOUTHFIELD, MI 48075

ALLEN

ELEMENTARY

SCHOOL

PAVEMENT

REPAIRS

16500 McCANN AVENUE

CITY OF SOUTHGATE, WAYNE COUNTY, MI

GENERAL DEMOLITION NOTES:

THESE NOTES APPLY TO ALL

CONSTRUCTION ACTIVITIES ON THIS PROJECT:

1. ALL MATERIAL TO BE REMOVED, WHETHER SPECIFICALLY NOTED IN THE PLANS OR NOT,

SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR AND DISPOSED OF OFF-SITE IN

A LEGAL MANNER. NO ON-SITE BURY OR BURN PITS SHALL BE ALLOWED.

2. ALL DEMOLITION WORK SHALL CONFORM TO ALL LOCAL CODES AND ORDINANCES.

3. STAGING/PHASING OF DEMOLITION AND CONSTRUCTION IS TO BE COORDINATED WITH

THE OWNER AND THE CONTRACTOR PRIOR TO CONSTRUCTION.

4. SPECIFIC DEMOLITION ITEMS HAVE BEEN INDICATED ON THE PLANS AS A GUIDE TO THE

GENERAL SCOPE OF THE WORK. IT IS THE INTENT THAT THESE ITEMS SHALL BE

COMPLETELY REMOVED BY THE CONTRACTOR ABOVE AND BELOW GROUND, UNLESS

SPECIFICALLY NOTED OTHERWISE, AND THAT DEMOLITION WILL INCLUDE BUT WILL NOT

NECESSARILY BE LIMITED TO THESE ITEMS. CONTRACTOR SHALL VISIT SITE TO VERIFY

EXISTING CONDITIONS AND EXTENTS OF THE DEMOLITION THAT WILL BE REQUIRED

PRIOR TO SUBMITTING A BID.

5. REMOVE ALL STRUCTURES DESIGNATED FOR REMOVAL ACCORDING TO THE DEMOLITION

PLAN. THIS INCLUDES FOUNDATIONS, FOOTINGS, FOUNDATION WALLS, FLOOR SLABS,

UNDERGROUND UTILITIES, CONCRETE, ASPHALT, TREES, ETC.

6. REFER TO SHEET C-6.1 FOR TREE PROTECTION DETAILS.

7. THE CONTRACTOR SHALL, AS A MINIMUM, PROVIDE TREE PROTECTION FENCING AROUND

EXISTING TREES TO BE SAVED THAT ARE WITHIN 15 FEET OF CONSTRUCTION ACTIVITIES

AND AS INDICATED IN THE PLANS OR PER LOCAL AGENCY REQUIREMENTS.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEAN UP, NOISE, DUST CONTROL,

STREET SWEEPING AND HOURS OF OPERATION IN ACCORDANCE WITH THE LOCAL

CODES.

9. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BARRICADES, SIGNAGE, MARKINGS,

LIGHTS AND OTHER TRAFFIC CONTROL DEVICES TO PROTECT THE WORK ZONE AND

SAFELY MAINTAIN TRAFFIC PER AGENCY REQUIREMENTS AND IN ACCORDANCE WITH THE

LATEST EDITION OF THE STATE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.

10. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES TO CONFIRM

THAT UTILITY LEADS HAVE BEEN TAKEN OUT OF SERVICE PRIOR TO DEMOLITION.

11. ALL BUILDING GAS LEADS, METERS AND ASSOCIATED EQUIPMENT SHALL BE REMOVED AS

SHOWN ON THE PLANS. COORDINATE ALL ASSOCIATED WORK WITH THE APPROPRIATE

UTILITY COMPANY.

12. REMOVE ALL OVERHEAD AND UNDERGROUND ELECTRICAL LINES WITHIN THE AREA OF

CONSTRUCTION AS SHOWN ON THE PLANS. COORDINATE SHUTDOWNS AND REMOVALS

WITH ELECTRICAL SERVICE PROVIDER OR THE APPROPRIATE UTILITY COMPANY. (NOTE:

PHONE AND CABLE T.V. SERVICES MAY ALSO BE LOCATED ON OVERHEAD LINES.)

13. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF SIGNS

AND SUPPORTS WITHIN THE WORK AREA, AS NECESSARY TO FACILITATE CONSTRUCTION.

SIGNS SHALL BE PROTECTED OR STOCKPILED FOR REUSE AS SPECIFIED IN THE PLANS

OR AS REQUIRED BY THE AGENCY OF JURISDICTION. THE CONTRACTOR SHALL REPLACE

ANY DAMAGED SIGNS AND SUPPORTS AT NO ADDITIONAL COST TO THE OWNER.

14. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE 811/ONE CALL UTILITY LOCATING

CENTER, THE CITY ENGINEER AND/OR THE AUTHORITY HAVING JURISDICTION 3 BUSINESS

DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION.

DEMOLITION LEGEND:

ITEM TO BE PROTECTED

ITEM TO BE REMOVED

CURB/FENCE REMOVAL

CONCRETE PAVEMENT AND

SIDEWALK REMOVAL

UTILITY REMOVAL

ASPHALT REMOVAL

MILL ASPHALT

TREE REMOVAL

SAWCUT LINE

SEE CONTINUATION

NOT FOR CONSTRUCTION

REVISIONS

CAUTION!!

THE LOCATIONS AND ELEVATIONS OF EXISTING UNDERGROUND

UTILITIES AS SHOWN ON THIS DRAWING ARE ONLY

APPROXIMATE. NO GUARANTEE IS EITHER EXPRESSED OR

IMPLIED AS TO THE COMPLETENESS OR ACCURACY THEREOF.

THE CONTRACTOR SHALL BE EXCLUSIVELY RESPONSIBLE FOR

DETERMINING THE EXACT UTILITY LOCATIONS AND ELEVATIONS

PRIOR TO THE START OF CONSTRUCTION.

PROJECT TITLE

CLIENT

ORIGINAL ISSUE DATE:

DRAWING TITLE

DRAWING NUMBER:

PEA JOB NO.

DN.

P.M.

CD

TD

DES. CD/JW

23-0981.16 www.peagroup.com t: 844.813.2949

PLANTE MORAN

REALPOINT

3000 TOWN CENTER DRIVE

SUITE 100

SOUTHFIELD, MI 48075

ALLEN

ELEMENTARY

SCHOOL

PAVEMENT

REPAIRS

16500 McCANN AVENUE

CITY OF SOUTHGATE, WAYNE COUNTY, MI

NORTH

0 10 20 40

SCALE: 1" = 20'

DIMENSION AND

PAVING PLAN

C-3.0

CONCRETE PAVEMENT

ASPHALT PAVEMENT

GRAVEL

CONCRETE CURB AND GUTTER

REVERSE GUTTER PAN

SETBACK LINE

SIGN

LIGHTPOLE

FENCE

GUARD RAIL

STD

DUTY

SEAL

COAT

2"

OVERLAY

LEGEND:

SIGN LEGEND:

'BARRIER FREE PARKING' SIGN

'VAN ACCESSIBLE' SIGN

REFER TO DETAIL SHEET FOR SIGN DETAILS

SEE CONTINUATION THIS SHEET

SEE CONTINUATION THIS SHEET

CUT &

PATCH

NORTH

0 10 20 40

SCALE: 1" = 20'

GRADING AND

SESC PLAN

C-4.0NOT FOR CONSTRUCTION

REVISIONS

CAUTION!!

THE LOCATIONS AND ELEVATIONS OF EXISTING UNDERGROUND

UTILITIES AS SHOWN ON THIS DRAWING ARE ONLY

APPROXIMATE. NO GUARANTEE IS EITHER EXPRESSED OR

IMPLIED AS TO THE COMPLETENESS OR ACCURACY THEREOF.

THE CONTRACTOR SHALL BE EXCLUSIVELY RESPONSIBLE FOR

DETERMINING THE EXACT UTILITY LOCATIONS AND ELEVATIONS

PRIOR TO THE START OF CONSTRUCTION.

PROJECT TITLE

CLIENT

ORIGINAL ISSUE DATE:

DRAWING TITLE

DRAWING NUMBER:

PEA JOB NO.

DN.

P.M.

CD

TD

DES. CD/JW

23-0981.16 www.peagroup.com t: 844.813.2949

PLANTE MORAN

REALPOINT

3000 TOWN CENTER DRIVE

SUITE 100

SOUTHFIELD, MI 48075

ALLEN

ELEMENTARY

SCHOOL

PAVEMENT

REPAIRS

16500 McCANN AVENUE

CITY OF SOUTHGATE, WAYNE COUNTY, MI

RETAINING WALL NOTE:

TOP OF WALL (T/W) AND BOTTOM OF WALL (B/W) GRADES ARE

THE FINISH GRADE AT THE TOP AND BOTTOM OF THE RETAINING

WALL, NOT ACTUAL TOP AND BOTTOM OF THE WALL STRUCTURE.

EARTHWORK BALANCING NOTE:

THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPORTING OR

EXPORTING ALL MATERIALS AS REQUIRED TO PROPERLY GRADE

THIS PROJECT TO THE FINISHED ELEVATIONS SHOWN ON THE

APPROVED PLANS. THE CONTRACTOR SHALL MAKE THEIR OWN

DETERMINATION OF CUT AND FILL QUANTITIES AND ALLOW FOR

REMOVAL OF EXCESS OR IMPORTATION OF ADDITIONAL

MATERIAL AT NO ADDITIONAL COST TO THE OWNER.

GRADING LEGEND:

ABBREVIATIONS

T/C = TOP OF CURB F = FLUSH WALK

T/P = TOP OF PAVEMENT G = GUTTER GRADE

T/S = TOP OF SIDEWALK FF = FINISH FLOOR

T/W = TOP OF WALL FG = FINISH GRADE

B/W = BOTTOM OF WALL RIM = RIM ELEVATION

REFER TO GRADING NOTES ON SHEET C-6.0.

EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION:

TYPICALLY TOP OF PAVEMENT

IN PAVED AREAS, GUTTER GRADE

IN CURB LINES.

EXISTING CONTOUR

PROPOSED CONTOUR

PROPOSED REVERSE GUTTER PAN

PROPOSED RIDGE LINE

PROPOSED SWALE/DITCH

BENCHMARKS:

(GPS DERIVED - NAVD88)

BM #300

BENCH TIE IN THE WEST FACE OF A POWER POLE LOCATED ON THE

WEST SIDE OF McCANN AVENUE, APPROX. 90' NORTHEAST FROM THE

NORTHEAST BUILDING CORNER OF ALLEN ELEMENTARY SCHOOL

(16500 McCANN AVE).

ELEV - 598.05

BM #301

MAG NAIL IN THE NORTH SIDE OF A CONCRETE LIGHT POLE BASE

LOCATED ON THE SOUTH SIDE OF THE NORTH PARKING LOT, APPROX.

95' NORTHEAST FROM THE NORTHWEST BUILDING CORNER OF ALLEN

ELEMENTARY SCHOOL (16500 McCANN AVE).

ELEV - 597.57

SEE CONTINUATION

CAUTION!!

THE LOCATIONS AND ELEVATIONS OF EXISTING UNDERGROUND

UTILITIES AS SHOWN ON THIS DRAWING ARE ONLY

APPROXIMATE. NO GUARANTEE IS EITHER EXPRESSED OR

IMPLIED AS TO THE COMPLETENESS OR ACCURACY THEREOF.

THE CONTRACTOR SHALL BE EXCLUSIVELY RESPONSIBLE FOR

DETERMINING THE EXACT UTILITY LOCATIONS AND ELEVATIONS

PRIOR TO THE START OF CONSTRUCTION.

PROJECT TITLE

CLIENT

ORIGINAL ISSUE DATE:

DRAWING TITLE

DRAWING NUMBER:

PEA JOB NO.

DN.

P.M.

CD

TD

DES. CD/JW

23-0981.16 www.peagroup.com t: 844.813.2949

PLANTE MORAN

REALPOINT

3000 TOWN CENTER DRIVE

SUITE 100

SOUTHFIELD, MI 48075

ALLEN

ELEMENTARY

SCHOOL

PAVEMENT

REPAIRS

16500 McCANN AVENUE

CITY OF SOUTHGATE, WAYNE COUNTY, MI

NORTH

0 10 20 40

SCALE: 1" = 20'

UTILITY PLAN

C-5.0

STORM SEWER QUANTITIES:

6" PVC SDR 26 STORM MAIN CL 23 LF

8" PVC SDR 26 STORM MAIN CL 267 LF

15" PVC SDR 26 STORM MAIN CL 246 LF

PAVEMENT INLET UNDERDRAIN 3 EA

4' DIA. CATCH BASIN 4 EA

4' DIA. MANHOLE 1 EA

2' DIA. YARD DRAIN 1 EA

CONNECT TO EXISTING MANHOLE 1 EA

CONNECT TO EXISTING YARD DRAIN 1 EA

NOTE:

CONTRACTOR TO VERIFY ALL QUANTITIES. ANY

DEVIATIONS TO THE PLAN QUANTITIES SHALL BE

BROUGHT TO THE ATTENTION OF PEA GROUP FOR

VERIFICATION, PRIOR TO BIDDING.

PREMIUM TRENCH BACKFILL NOTE:

ALL UTILITIES UNDER PAVEMENT OR WITHIN 3' OF

THE EDGE OF PAVEMENT (OR WITHIN THE 45° LINE

OF INFLUENCE OF PAVEMENT) SHALL HAVE

M.D.O.T. CLASS II GRANULAR BACKFILL

COMPACTED TO 95% MAX. DRY DENSITY (ASTM

D-1557).

REFER TO:

UTILITY NOTES AND DETAILS ON SHEET C-6.0

CITY OF SOUTHGATE STORM SEWER

FRAME AND COVER NOTES

CATCH BASIN

FRAME: EJ 5080 OR EJ 5000

COVER: TYPE "M1"

MANHOLE

FRAME: EJ 1040

COVER: TYPE "B" (GENERIC) OR TYPE "A"

WITH DEPT OF WATER SUPPLY LOGO

EX. OH. ELEC, POLE & GUY WIRE

EX. U.G. CABLE TV & PEDESTAL

EX. U.G. COMMUNICATION LINE, PEDESTAL & MANHOLE

EX. U.G. ELEC,MANHOLE, METER & HANDHOLE

EX. GAS LINE

EX. GAS VALVE & GAS LINE MARKER

EX. TRANSFORMER & IRRIGATION VALVE

EX. WATER MAIN

EX. HYDRANT, GATE VALVE & POST INDICATOR VALVE

EX. WATER VALVE BOX & SHUTOFF

EX. SANITARY SEWER

EX. SANITARY CLEANOUT & MANHOLE

EX. COMBINED SEWER MANHOLE

EX. STORM SEWER

EX. CLEANOUT & MANHOLE

EX. SQUARE, ROUND, & BEEHIVE CATCH BASIN

EX. YARD DRAIN & ROOF DRAIN

EX. UNIDENTIFIED STRUCTURE

PROPOSED WATER MAIN

PROPOSED HYDRANT AND GATE VALVE

PROPOSED TAPPING SLEEVE, VALVE & WELL

PROPOSED POST INDICATOR VALVE

PROPOSED SANITARY SEWER

PROPOSED SANITARY CLEANOUT & MANHOLE

PROPOSED STORM SEWER

PROPOSED STORM SEWER CLEANOUT & MANHOLE

PROPOSED CATCH BASIN, INLET & YARD DRAIN

UTILITY LEGEND:

STORM SEWER NARRATIVE:

THE EXISTING STORM SEWER SYSTEM CONSISTS OF SHALLOW

CLAY, PLASTIC, CONCRETE, AND UNDERDRAIN CONVEYANCE PIPES

WITH LIMITED COVER. DRAINAGE STRUCTURES ARE ALSO

UNDERSIZED AND EXIST AT SHALLOW DEPTHS. SOME PIPES

INDICATE REVERSE FLOW PATTERNS, LIKELY DUE TO SETTLEMENT.

PROPOSED DESIGN IMPROVEMENTS TO PIPE SIZES, SLOPES, AND

COVER ARE LIMITED BASED ON EXISTING UPSTREAM AND

DOWNSTREAM CONSTRAINTS.

PROPOSED IMPROVEMENTS WILL PROVIDE ADDITIONAL STORM

WATER PIPE VOLUME CAPACITY, SEDIMENT CAPACITY IN CATCH

BASIN SUMPS, AND RESTORE POSITIVE DOWNSTREAM DISCHARGE

TO THE MCCANN ROAD SYSTEM TO THE EXTENT POSSIBLE.

SHOP DRAWINGS ARE REQUIRED FOR ALL NEW DRAINAGE

STRUCTURES. NOTIFY OWNER AND ENGINEER OF ANY VENDOR

FABRICATION CONCERNS PRIOR TO CONSTRUCTION.

CAUTION!!

THE LOCATIONS AND ELEVATIONS OF EXISTING UNDERGROUND

UTILITIES AS SHOWN ON THIS DRAWING ARE ONLY

APPROXIMATE. NO GUARANTEE IS EITHER EXPRESSED OR

IMPLIED AS TO THE COMPLETENESS OR ACCURACY THEREOF.

THE CONTRACTOR SHALL BE EXCLUSIVELY RESPONSIBLE FOR

DETERMINING THE EXACT UTILITY LOCATIONS AND ELEVATIONS

PRIOR TO THE START OF CONSTRUCTION.

PROJECT TITLE

CLIENT

ORIGINAL ISSUE DATE:

DRAWING TITLE

DRAWING NUMBER:

PEA JOB NO.

DN.

P.M.

CD

TD

DES. CD/JW

23-0981.16 www.peagroup.com t: 844.813.2949

PLANTE MORAN

REALPOINT

3000 TOWN CENTER DRIVE

SUITE 100

SOUTHFIELD, MI 48075

ALLEN

ELEMENTARY

SCHOOL

PAVEMENT

REPAIRS

16500 McCANN AVENUE

CITY OF SOUTHGATE, WAYNE COUNTY, MI

NORTH

0 15 30 60

SCALE: 1" = 30'

UTILITY

PROFILES

C-5.1

CAUTION!!

THE LOCATIONS AND ELEVATIONS OF EXISTING UNDERGROUND

UTILITIES AS SHOWN ON THIS DRAWING ARE ONLY

APPROXIMATE. NO GUARANTEE IS EITHER EXPRESSED OR

IMPLIED AS TO THE COMPLETENESS OR ACCURACY THEREOF.

THE CONTRACTOR SHALL BE EXCLUSIVELY RESPONSIBLE FOR

DETERMINING THE EXACT UTILITY LOCATIONS AND ELEVATIONS

PRIOR TO THE START OF CONSTRUCTION.

PROJECT TITLE

CLIENT

ORIGINAL ISSUE DATE:

DRAWING TITLE

DRAWING NUMBER:

PEA JOB NO.

DN.

P.M.

CD

TD

DES. CD/JW

23-0981.16 www.peagroup.com t: 844.813.2949

PLANTE MORAN

REALPOINT

3000 TOWN CENTER DRIVE

SUITE 100

SOUTHFIELD, MI 48075

ALLEN

ELEMENTARY

SCHOOL

PAVEMENT

REPAIRS

16500 McCANN AVENUE

CITY OF SOUTHGATE, WAYNE COUNTY, MI

NOTES AND

DETAILS

C-6.0

CAUTION!!

THE LOCATIONS AND ELEVATIONS OF EXISTING UNDERGROUND

UTILITIES AS SHOWN ON THIS DRAWING ARE ONLY

APPROXIMATE. NO GUARANTEE IS EITHER EXPRESSED OR

IMPLIED AS TO THE COMPLETENESS OR ACCURACY THEREOF.

THE CONTRACTOR SHALL BE EXCLUSIVELY RESPONSIBLE FOR

DETERMINING THE EXACT UTILITY LOCATIONS AND ELEVATIONS

PRIOR TO THE START OF CONSTRUCTION.

PROJECT TITLE

CLIENT

ORIGINAL ISSUE DATE:

DRAWING TITLE

DRAWING NUMBER:

PEA JOB NO.

DN.

P.M.

CD

TD

DES. CD/JW

23-0981.16 www.peagroup.com t: 844.813.2949

PLANTE MORAN

REALPOINT

3000 TOWN CENTER DRIVE

SUITE 100

SOUTHFIELD, MI 48075

ALLEN

ELEMENTARY

SCHOOL

PAVEMENT

REPAIRS

16500 McCANN AVENUE

CITY OF SOUTHGATE, WAYNE COUNTY, MI

DETAILS

C-6.1