Romulus CS Bid Package B - IFB Docs - 20260306.pdf

PDF 16 MB Posted Mar 10, 2026

Attached to: Bid Package B State and local contract opportunity
Solicitation number: RFP ROM 260000001432 2
Issued by: Wayne County, Michigan

About this file

Written by GovTribe AI · Mar 11, 2026

This is an Invitation for Bid (IFB) document package for the City of Romulus, Michigan, prepared by Priority Engineering LLC on behalf of Romulus Community Schools for the 2026 Maintenance Program at Romulus High School (9650 Wayne Road, Romulus, MI 48174). The project consists of pavement maintenance improvements designed to extend pavement life, improve site safety and accessibility, and address the most heavily trafficked and distressed areas. Work includes asphalt pavement maintenance and localized reconstruction, concrete curb-and-gutter replacement and repairs, sidewalk repairs, and major repairs along the main road and primary approach drive. The bid package was issued for bidding on March 9, 2026, following 50% owner review on January 30, 2026, and 90% owner review on February 26, 2026. The project includes detailed site plans, grading and drainage specifications, installation plans, striping plans, and technical details covering standard and heavy-duty asphalt pavement sections, concrete sidewalks, curb repairs, ADA-compliant ramps, and pavement markings. The site is located in Flood Zone "X" according to FEMA Flood Insurance Rate Maps.

The contract requires contractors to follow Michigan Department of Transportation Standard Specifications for Construction and includes provisions for utility location, soil erosion and sedimentation control, traffic control, and site restoration. Key responsibilities assigned to the contractor include determining exact utility locations prior to construction, adjusting all utility structure rims to match proposed finish surfaces, providing positive drainage with minimum slopes as specified, submitting material mix designs at least 14 days before field work, and conducting a walkthrough with the owner and engineer before asphalt placement. The contractor is responsible for all demolition and disposal costs, protection of existing structures and adjacent properties, obtaining necessary permits, and restoring all disturbed areas. Materials specifications include MDOT 21AA crushed limestone base, MDOT P1 portland cement concrete for sidewalks and curbs, and asphalt concrete meeting MDOT standards. No specific pricing, award date, or contract term information is included in this planning and specification document.

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CITY OF ROMULUS

ENGINEERING & DPW

12600 WAYNE ROAD ROAD

ROMULUS, MI 48174

PH: 734-942-7579

CITY OF ROMULUS

BUILDING & SAFETY

12600 WAYNE ROAD ROAD

ROMULUS, MI 48174

PH: 734-942-7550

CITY OF ROMULUS

PLANNING

12600 WAYNE ROAD ROAD

ROMULUS, MI 48174

PH: 734-942-7579

CITY OF ROMULUS

FIRE DEPARTMENT

12600 WAYNE ROAD ROAD

ROMULUS, MI 48174

PH: 734-941-8585

UTILITY/MUNICIPAL CONTACTS

THE LOCATIONS AND ELEVATIONS OF EXISTING UNDERGROUND UTILITIES AS SHOWNON THIS DRAWING ARE ONLY APPROXIMATE. NO GUARANTEE IS EITHER EXPRESSEDOR IMPLIED AS TO THE COMPLETENESS OR ACCURACY THEREOF. THE CONTRACTORSHALL BE EXCLUSIVELY RESPONSIBLE FOR DETERMINING THE EXACT UTILITYLOCATIONS AND ELEVATIONS PRIOR TO THE START OF CONSTRUCTION.

UTILITY WARNING!!

Know what's below.

before you dig.Call

WAYNE COUNTY (ROW)

DEPARTMENT OF PUBLIC SERVICES

33809 MICHIGAN AVENUE

WAYNE, MI 48184

PH: 734-858-2774

WAYNE COUNTY (SESC)

DEPARTMENT OF ENVIRONMENT

33809 MICHIGAN AVENUE

WAYNE, MI 48184

PH: 734-585-3936

ELECTRIC & GAS

DTE ENERGY

PH: 800-338-0178

ROMULUS COMMUNITY SCHOOLS

36540 GRANT STREET

ROMULUS, MI 36540

CONTACT: JASON PERKINS

DIRECTOR OF OPERATIONS

CLIENT

PRIORITY ENGINEERING LLC

THE JEFFERSON HUB

950 SELDON ST

DETROIT, MI 48201

CONTACT: ANTHONY B. THOMAS, PE

www.priority-eng.com

PROJECT NO. 25-0140

ENGINEER

FLOODPLAIN NOTE:

THE SUBJECT PROPERTY LIES IN FLOOD ZONE "X", ACCORDING TO FLOOD INSURANCE

RATE MAP, MAP NO. 26163C0357F AND 26163C0240F FOR THE CITY OF ROMULUS,

DATED DECEMBER 3, 2013 AND ISSUED BY THE FEDERAL EMERGENCY MANAGEMENT

AGENCY. LINES SHOWN HAVE BEEN DIGITALLY TRANSLATED FROM DFIRM DATABASE

INFORMATION SUPPLIED BY THE FEMA MAP SERVICE CENTER HTTPS://MSC.FEMA.GOV).

OVERALL SITE PLAN SITE LOCATION MAP

NOT TO SCALE NOT TO SCALE

PROJECT DESCRIPTION:

THE 2026 SITE WORK PROGRAM CONSISTS OF PAVEMENT MAINTENANCE IMPROVEMENTS, FOCUSED ON EXTENDING PAVEMENT LIFE AND IMPROVING SITE SAFETY AND ACCESSIBILITY. WORK INCLUDES ASPHALT PAVEMENT MAINTENANCE AND LOCALIZED RECONSTRUCTION WHERE NEEDED, ALONG WITH CONCRETE CURB-AND-GUTTER REPLACEMENT/REPAIRS AND SIDEWALK REPAIRS TO CORRECT CRACKED, SETTLED, AND DAMAGED AREAS. THE SCOPE ALSO INCLUDES MAJOR REPAIRS ALONG THE MAIN ROAD AND PRIMARY APPROACH DRIVE TO ADDRESS THE MOST HEAVILY TRAFFICKED AND DISTRESSED AREAS AND IMPROVE

OVERALL SITE CIRCULATION.

Romulus Community Schools - BID PACKAGE B 2026 Maintenance Program Romulus High School 9650 Wayne Road, MI 48174

ECORSE ROAD

VIN

G R

COUNTY MAP

NOT TO SCALE

SURVEYOR

SHEET No. SHEET TITLE C-100 C-101 C-200 C-201 C-202 C-203 C-300 C-301 C-302 C-303 C-400 C-401 C-402 C-403 C-500 C-501 C-502 C-503 D-100 D-101 D-102

COVER SHEET

GENERAL PROJECT NOTES

RHS - EXISTING SITE CONDITIONS PLAN

RHS - SESC & REMOVAL PLAN

RHS - INSTALLATION PLAN

RHS- INSTALLATION PLAN

RHS - INSTALLATION PLAN

RHS - STRIPING PLAN

SITE DETAILS

DRAWING INDEX:

COVER SHEET

WAYNE

ROMULUS HIGH SCHOOL

9650 WAYNE ROAD, MI 48174 SITE

WICK ROAD

I-275

I-94

E R

WICK ROAD

I-94

BEVERLY ROAD

VAN BORN ROAD

PRIORITY ENGINEERING, LLC

THE JEFFERSON HUB

950 SELDEN ST

DETROIT, MI 48201

GEOTECHNICAL ENGINEER

SOILS & STRUCTURES

6480 GRAND HAVEN ROAD

MUSKEGON, MI 49441

CONTACT: GRETCHEN ANDERSON

www.soilsandstructures.com

ISSUEDFOR BID

Project c

REV BYISSUE DATEISSUED FOR

Revisions

North

Project Location

Sheet Name

PE Project No.

Checked By:

Sheet No.

DRAWING NOTE: SCALE SHOWN IS MEANT FOR 24" X 36" AND WILL SCALE INCORRECTLY IF PRINTED ON ANY OTHER SIZE

MEDIA BESIDES 11" X 17"

NO REPRODUCTION SHALL BE MADE WITHOUT PRIOR CONSENT OF PRIORITY ENGINEERING, LLC.

Date:

ENG/CADD:

Reviewed By:

Engineer's Seal

PRIORITY ENGINEERING LLC

SCALE

Certification

ROMULUS COMMUNITY SCHOOLS

2026 MAINTENANCE PROGRAM

ROMULUS, MI 48174

01-16-2026

ABT

JGR

25-0140

C-100

01 50% OWNER REVIEW 01/30/2026 BH

02 90% OWNER REVIEW 02/26/2026 BH

03 BID 03/09/2026 BH

· MATERIAL AND CONSTRUCTION METHODS SHALL FOLLOW THE PRACTICE DEFINED BY THE LATEST EDITION OF THE MICHIGAN DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" AND APPLICABLE SPECIAL PROVISIONS UNLESS OTHERWISE MODIFIED

HEREWITHIN OR IN THE PROJECT SPECIFICATIONS.

· THE LOCATION OF ALL UTILITIES SHOWN ON THESE PLANS IS TAKEN FROM AVAILABLE DATA. OWNER WILL NOT BE RESPONSIBLE FOR ANY OMISSION OR VARIATIONS FROM THE LOCATIONS SHOWN. PURSUANT TO ACT 174 OF THE PA OF 2013 AS A CONDITION OF THIS CONTRACT NOTICE SHALL BE GIVEN TO MISS DIG PRIOR TO UNDERGROUND WORK TO BE PERFORMED IN ACCORDANCE WITH THIS CONTRACT. CALL 811.

· FOR PRIVATE UTILITIES, CONTRACTOR SHALL RETAIN THE SERVICES OF A PRIVATE UTILITY LOCATOR TO LOCATE ALL PRIVATE UTILITIES OWNED BY

OWNER.

· CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE A MINIMUM OF 72 HOURS PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES OR DISRUPTION

OF ANY UTILITY.

· THE CONTRACTOR SHALL LOCATE ALL ACTIVE UNDERGROUND UTILITIES PRIOR TO STARTING WORK AND SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO ENSURE THAT THOSE UTILITIES NOT REQUIRING RELOCATION WILL NOT BE DISTURBED. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR UTILITIES DAMAGED DURING CONSTRUCTION. SPRINKLER SYSTEMS SHALL BE REPAIRED BY CONTRACTOR AT NO COST TO OWNER.

· THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER TO COMPLY WITH ALL FEDERAL, STATE, AND LOCAL CODES FOR NOISE LEVELS, VIBRATIONS, OR ANY OTHER RESTRICTIONS WHILE REMOVING PAVEMENT OR FOR ANY OTHER CONSTRUCTION OPERATIONS WITHIN THIS

CONTRACT TO BE INCLUDED IN THE RESPECTIVE ITEM OF WORK.

· CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF

THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROTECTION OF PROPERTY.

· THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. ALL TRAFFIC CONTROL ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST VERSION OF THE MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND SHALL SUBMIT ALL REQUESTS TO OWNER'S REPRESENTATIVE AT LEAST SEVENTY-TWO (72) HOURS PRIOR TO THE ANTICIPATED NEED TO CLOSE AREAS.

· CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS AND CONFORMING TO ALL APPLICABLE PERMIT REQUIREMENTS.

· CONTRACTOR SHALL SUBMIT ALL MATERIAL SUBMITTALS REQUIRED BY THE PROJECT SPECIFICATIONS INCLUDING ASPHALT CONCRETE AND PORTLAND CEMENT CONCRETE MIX DESIGNS TO ENGINEER A MINIMUM OF 14 DAYS PRIOR TO BEGINNING FIELD WORK.

· CONTRACTOR IS RESPONSIBLE FOR LAYOUT AND FIELD VERIFICATION. ADJUST CATCHBASINS AS REQUIRED. CONTRACTOR IS RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE. DRAINAGE ISSUES SHALL BE BROUGHT TO THE ATTENTION OF PRIORITY ENGINEERING PRIOR TO PLACEMENT OF ANY PAVEMENT STRUCTURE LAYERS. AREAS OF PONDING WATER SHALL BE REPAIRED BY FULL DEPTH PATCHING AT NO ADDITIONAL COST TO OWNER.

CONTRACTOR SHALL PERFORM WALKTHROUGH WITH OWNER AND PRIORITY ENGINEERING BEFORE PLACEMENT OF ASPHALT CONCRETE LEVELING

COURSE TO REVIEW PROPOSED GRADES.

· OBJECTS DESIGNATED TO REMAIN INCLUDING SIDEWALKS, PAVEMENT, CURB, LIGHT POLES, TRAFFIC SIGNS, LANDSCAPE AREAS, ETC. SHALL BE PROTECTED. IF DAMAGED BY THE CONTRACTOR, IT SHALL BE REPAIRED TO OWNER SATISFACTION AT NO ADDITIONAL COST TO THE OWNER.

· UPON COMPLETION OF EACH DAY OF WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LEAVING THE WORK AREA FREE OF HAZARDS AND SHALL

PROVIDE ALL NECESSARY TEMPORARY SIGNS, WARNING DEVICES, AND BARRICADES.

· THE CONTRACTOR SHALL HAVE AN APPROVED SET OF FINAL PLANS MARKED ``ISSUED FOR CONSTRUCTION" ON THE JOB SITE AT ALL TIMES.THE CONTRACTOR SHALL KEEP ACCURATE AND LEGIBLE RECORDS OF ALL CHANGES OF WORK THAT OCCUR DURING CONSTRUCTION AND INFORMATION ON ``AS-BUILT" CONDITIONS. DOCUMENTATION OF CHANGES AND AS-BUILT INFORMATION SHALL BE RECORDED ON AN APPROVED SET OF FINAL

PROJECT PLANS AND DELIVERED TO PRIORITY ENGINEERING AFTER COMPLETION OF WORK.

· THE CONTRACTOR SHALL TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND SILTING THAT RESULT FROM THE CONSTRUCTION BY APPROPRIATE MEANS UNTIL SUCH TIME THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY

OWNER.

GENERAL NOTES

· THE SITE PLANS WERE DEVELOPED BASED ON DRAWINGS PROVIDED BY THE OWNER AND A TOPOGRAPHICAL SURVEY BY THOMAS SMITH P.S.

THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS OF EXISTING STRUCTURES AND VERIFYING QUANTITIES. THE CONTRACTOR IS

RESPONSIBLE FOR FINAL LAYOUT AND PROVIDING POSITIVE DRAINAGE.

SURVEY NOTE

· PROPOSED ELEVATIONS ARE SHOWN WHERE SIGNIFICANT GRADE CHANGES ARE ANTICIPATED. IF PROPOSED GRADES ARE NOT SHOWN THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE WITH MIN. SLOPE OF 1.5%. LONGITUDINAL SLOPE ALONG GUTTER LINES SHALL BE 0.5% MIN.

· PRIOR TO INSTALLING ANY PAVEMENT LAYERS, THE CONTRACTOR SHALL REVIEW THE PROPOSED SITE GRADES WITH THE ENGINEER TO IDENTIFY AND RECTIFY ANY

COMPLICATIONS.

· PROPOSED SIDEWALKS SHALL HAVE MIN. 1.0% AND MAX. 2.0% CROSS SLOPE.

· CONTRACTOR SHALL ADJUST ALL UTILITY RIMS LOCATED WITHIN THE WORK LIMITS AS NECESSARY TO BE FLUSH WITH THE PROPOSED FINISHED SURFACE. THIS INCLUDES ALL STORM MANHOLES, CATCH BASINS, CLEANOUTS, SANITARY MANHOLES AND CLEANOUTS, WATER MAIN MANHOLES, GATE VALVES, AND BOXES OR ANY OTHER UTILITY RIMS OR

BOXES.

· WHERE PROPOSED PAVEMENT ABUTS EXISTING PAVEMENT DESIGNATED TO REMAIN, MATCH ELEVATIONS UNLESS INDICATED OTHERWISE ON THE PLANS.

· ADJUST GUTTER PAN FROM SPILL IN TO SPILL OUT AS REQUIRED TO ACHIEVE POSITIVE DRAINAGE.

· ADJUST ELEVATION OF CURB REPAIRS AS REQUIRED TO ACHIEVE POSITIVE DRAINAGE.

· TAPER CURB HEIGHT TO 0" IN 10' WHEN ABUTTING TO EX. PAVEMENT WITHOUT CURB.

SITE GRADING NOTES

· NEW PAVEMENT SHALL BE OF THE TYPE, THICKNESS AND CROSS-SECTION INDICATED ON THE PLANS.

· MATCH EXISTING ELEVATIONS WHERE NEW PAVEMENT ABUTS EXISTING PAVEMENTS OR OTHER FIXED OBJECTS.

· CONTRACTOR SHALL MATCH EXISTING STRIPING PATTERNS UNLESS OTHERWISE SHOWN ON THE PLANS. CONTRACTOR SHALL DOCUMENT EXISTING STRIPING PATTERN PRIOR

TO REMOVAL OF ANY PAVEMENT.

· CONTRACTOR IS RESPONSIBLE FOR LAYOUT TO PROVIDE POSITIVE SITE DRAINAGE. WATER PONDING AND BIRD BATHS SHALL BE CORRECTED AS DIRECTED BY THE ENGINNER

AT NO ADDITIONAL COST TO THE OWNER.

· NEW AGGREGATE BASE REQUIRED SHALL BE MDOT 21AA CRUSHED LIMESTONE MATERIAL.

· SUBGRADE SOIL FOUND TO BE UNSUITABLE SHALL BE RECONDITIONED OR REPLACED AS DIRECTED BY THE ENGINEER, INCLUDING THE NECESSARY FINE GRADING TO ENSURE

THAT MINIMUM SPECIFIED PAVEMENT THICKNESS IS ACHIEVED.

GENERAL PAVING NOTES

· OBTAIN WRITTEN PERMISSION FROM OWNER'S REPRESENTATIVE WHEN ROADS, SIDEWALKS AND PARKING LOTS NEED TO BE CLOSED PRIOR TO CLOSING ANY PAVED AREA.

· SUBMIT ALL REQUESTS TO OWNER'S REPRESENTATIVE AT LEAST SEVENTY-TWO (72) HOURS PRIOR TO THE ANTICIPATED NEED TO CLOSE ANY PAVED AREA.

· PROVIDE ALTERNATE TRAFFIC ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC ROUTES AS NECESSARY OR REQUIRED BY OWNER'S REPRESENTATIVE.

· THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING, PLACING AND MAINTAINING ALL TRAFFIC CONTROL DEVICES ACCORDING TO THE LATEST EDITION OF THE "MICHIGAN

MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES."

TRAFFIC CONTROL NOTES

· SAWCUT FULL DEPTH THE PAVEMENT, SIDEWALK AND CURB DESIGNATED TO BE REMOVED AT THE LIMITS OF WORK SHOWN ON THE PLANS OR MARKED IN THE FIELD.

· REMOVE ONLY THE STRUCTURES AND PAVEMENTS WITHIN THE LIMITS OF WORK AS DETAILED ON THE PLANS AND CROSS SECTIONS. ALL OTHER STRUCTURES AND

PAVEMENT SHALL BE PROTECTED AS REQUIRED.

· ALL EXISTING UNDERGROUND UTILITIES WITHIN THE AREA OF WORK SHALL REMAIN AND BE PROTECTED DURING CONSTRUCTION, UNLESS, OTHERWISE DESIGNATED TO BE REMOVED. CONTRACTOR SHALL VERIFY EXACT LOCATION AND DEPTHS OF ALL EXISTING UTILITIES PRIOR TO COMMENCEMENT OF DEMOLITION OPERATIONS.

· CONTRACTOR SHALL DISPOSE OF ALL CONCRETE , ASPHALT, AGGREGATE BASE AND SUBGRADE SPOILS AT LEGAL DISPOSAL SITE. CONTRACTOR SHALL PAY FOR ALL

TRUCKING AND DISPOSAL COSTS.

· MATERIAL AND SITE FEATURES HAVING SALVAGE VALUE SHALL BECOME THE PROPERTY OF THE OWNER UNLESS SPECIFIED OTHERWISE. ALL OTHER MATERIAL AND DEBRIS ACCUMULATED AS A RESULT OF DEMOLITION/REMOVAL/REPAIR ACTIVITIES SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND DISPOSED OF IN A LEGAL MANNER.

· EXISTING WIRING AND ELECTRICAL OUTLETS SHALL BE CONSIDERED INCIDENTAL TO ELECTRICAL FEATURE DEMOLITION/REMOVAL.

DEMOLITION/REMOVAL NOTES

· SAWCUT THE CURB AREAS DESIGNATED FOR REPAIR AT THE LIMITS MARKED IN THE FIELD BY OWNER'S REPRESENTATIVE.

· REMOVE EXISTING CONCRETE WITHOUT CAUSING DAMAGE OR SPALLING TO ADJACENT SIDEWALK OR CURBS WHICH ARE DESIGNATED TO REMAIN. DAMAGED AREAS SHALL

BE REMOVED AND REPLACED TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST.

· DRILL AND EPOXY GROUT TWO (2) #5 (18 INCH LONG EPOXY COATED) DEFORMED BARS A MINIMUM OF 6 INCHES INTO EXISTING CONCRETE CURBS (TWO FACES) WHICH

ARE DESIGNATED TO REMAIN.

· MATCH EXISTING CURB GEOMETRY.

· PLACE AND CONSOLIDATE CONCRETE IN THE REPAIR AREA TO MATCH THE ELEVATION OF ADJACENT CURB AND SIDEWALK AREAS TO MAINTAIN POSITIVE DRAINAGE. FINISH

CURBS TO MATCH FINISH OF ADJACENT AREAS WHICH ARE DESIGNATED TO REMAIN.

· VOID/HOLES (HONEYCOMB AREAS) ON THE CURB BACK/FACE SHALL BE REPAIRED WITH CEMENT MORTAR PASTE TO THE SATISFACTION OF THE OWNER.

CURB REPAIR NOTES

· PROTECT ADJACENT AREAS OUTSIDE OF PROJECT LIMITS DURING CONSTRUCTION. RESTORE ALL DISTURBED AREAS TO MATCH EXISTING CONDITIONS UNLESS OTHERWISE NOTED ON THE PROJECT PLANS. RESTORE GRASS AREAS OF TOPSOIL AND SOD IN ACCORDANCE WITH DETAIL UNLESS OTHERWISE NOTED ON THE PLANS. HYDRO SEED MAY BE USED WITH ENGINEERS APPROVAL. INSTALL SLOPE RESTORATION TYPE AS INDICATED ON PLAN.

· UPON COMPLETION OF WORK, THE ENTIRE SITE SHALL BE CLEARED OF EQUIPMENT, UNUSED MATERIALS, AND RUBBISH AND ANY DISTURBED AREAS RESTORED TO THE

SATISFACTION OF THE OWNER.

· FINAL PAYMENT WILL NOT BE MADE UNTIL THE SITE IS CLEARED, RESTORED AND CLEANED PER THE PROJECT SPECIFICATIONS.

CLEANUP AND RESTORATION NOTES

DEFINITIONS USED IN DRAWINGS

OWNER ROMULUS COMMUNITY SCHOOLS

ENGINEER PRIORITY ENGINEERING LLC

CITY ROMULUS, MICHIGAN

COUNTY WAYNE COUNTY, MICHIGAN

· ALL NATURAL SOIL LEFT IN PLACE, IN CUT SECTIONS, SHALL BE COMPACTED TO NOT LESS THAN 95 PERCENT OF MAXIMUM DRY DENSITY OF THE MATERIAL AS DETERMINED BY THE MODIFIED PROCTOR TO A MINIMUM DEPTH OF 12 INCHES, UNLESS SHOWN OTHERWISE IN PLAN SET.

· THE LIMIT OF EARTH DISTURBANCE SHALL BE THE SLOPE STAKE LINE UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

· ALL SLOPES SHALL BE CLASS A SLOPES.

· AREAS DISTURBED BY THE CONTRACTOR OR SUBCONTRACTOR SHALL BE RESTORED AS SPECIFIED IN THE SOIL EROSION AND SEDIMENTATION CONTROL PLAN, RESTORATION PLAN OR DIRECTED BY THE ENGINEER. NO ADDITIONAL PAYMENT OR COMPENSATION WILL BE ALLOWED FOR

AREAS DISTURBED OUTSIDE THE SLOPE STAKE LINE.

· THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE PROPERTY BEYOND THE GRADING LIMITS, INCLUDING EXISTING FENCING, LAWN, TREES, SHRUBBERY, AND SIDEWALKS.

· IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE TEMPORARY STORAGE AREAS FOR EXCAVATED MATERIAL WHICH MAY BE USED AS EMBANKMENT MATERIAL IN OTHER AREAS IF IT IS SUITABLE MATERIAL AS DETERMINED BY THE ENGINEER, ANY EXTRA HANDLING OF EXCAVATED

MATERIAL IS CONSIDERED INCLUDED IN THESE PAY ITEMS.

· EXCAVATION DROP-OFFS GREATER THAN 8 INCHES SHALL BE PROTECTED BY 4 FT TALL ORANGE PLASTIC SAFETY FENCE (SNOW FENCE) SECURELY ATTACHED TO GROUND DRIVEN STAKES WHEN LEFT OVERNIGHT. SAFETY FENCING SHALL BE MAINTAINED UNTIL AREA IS WITHIN 8 INCHES OF ADJACENT GRADE. PAYMENT FOR THIS WORK IS INCLUDED IN TRAFFIC CONTROL LUMP SUM UNIT PRICE.

· THE SOIL BORINGS LOGS DEPICT POINT LOCATIONS AND DO NOT INFER THAT THE SURFACE CONDITIONS ARE THE SAME IN OTHER AREAS. BORING LOCATIONS ARE SHOWN ON THE PLANS, SOIL BORING LOGS ARE AVAILABLE UPON REQUESTOR INCLUDED WITH THE SPECIFICATIONS.

EARTHWORK NOTES

EARTH EXCAVATION NOTES

SOIL BORING NOTES

ABBREVIATIONS USED IN DRAWINGS

@ AT (RATE OF)

& AND

" INCH

' FOOT

# NUMBER

AC ASPHALT CONCRETE = ASPHALT PAVEMENT/HOT MIX ASPHALT PAVEMENT

ADA AMERICANS WITH DISABILITIES ACT (BARRIER FREE ACCESS)

AGG AGGREGATE BASE

ALT ALTERNATE

APPROX. APPROXIMATE/APPROXIMATELY

ARCH. ARCHITECT

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AVG AVERAGE

B BORING

BDY BOUNDARY

BIT BITUMINOUS

BF BARRIER FREE

BFF BANK FULL FLOOD

BLDG BUILDING

BM BENCHMARK

BOL BOLLARD

BOT BOTTOM

BRG BEARING

BSMT BASEMENT

BOW BOTTOM OF WALL

C CORE

CAP CAPACITY

CB CATCH BASIN

CENTL. CENTERLINE

CF CUBIC FEET

CHANN. CHANNEL

CJ CONTROL JOINT

CLS CRUSHED LIMESTONE

CL CENTERLINE

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COEF COEFFICIENT

COL COLUMN

COMM/COMM. COMMUNICATIONS

CONC. CONCRETE

CONN. CONNECTION

COV. COVER

CULV. CULVERT

CPP CORRUGATED PLASTIC PIPE

CY CUBIC YARD

DIA/DIA. DIAMETER

DI DUCTILE IRON

DIM/DIM. DIMENSION

DEG/DEG. DEGREE

DEMO/DEMO. DEMOLITION

DEPT. DEPARTMENT

DMH DROP MANHOLE

DS DOWNSPOUT

EA EACH

E EAST

EE EACH END

EG EDGE OF GRAVEL

EHH ELECTRICAL HAND HOLE

ELEV. ELEVATION

EM EDGE OF METAL

ENG/ENG. ENGINEER

ENT. ENTRANCE

EQUIP. EQUIPMENT

ES END SECTION

EXCAV/EXCAV. EXCAVATE

EX/EX. EXISTING

EXPN EXPANSION

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FDR FULL DEPTH RECLAMATION

FF FINISH FLOOR

FG FINISH GRADE

FURN. FURNISH

FP FLOOD PLAIN

FT FEET/FOOT

FTG FOOTING

ELEV. ELEVATION

EQUIP. EQUIPMENT

GAL/GAL. GALLON

GEN. GENERAL

GIS GEOGRAPHIC INFORMATION SYSTEM

GU GUTTER

GV/GVA GATE VALVE

GVL GRAVEL

HD HEAVY DUTY

HDPE HIGH DENSITY POLYETHYLENE

HH HANDHOLE

HP HIGH POINT

HGL HYDRAULIC GRADE LINE

HMA HOT MIX ASPHALT PAVEMENT

HORIZ/HORIZ. HORIZONTAL

HYD HYDRANT

INT INSTALL

LD LIGHT DUTY

LF LINEAR FEET

LP LOW POINT

MAX/MAX. MAXIMUM

ME MATCH EXISTING

MDOT MICHIGAN DEPARTMENT OF TRANSPORTATION

MH MANHOLE

MIN/MIN. MINIMUM

N NORTH

NIC NOT IN CONTRACT

NO NUMBER

NFV NOT FIELD VERIFIED

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

PCC PORTLAND CEMENT CONCRETE = CONCRETE

PVC POLYVINYL CHLORIDE

PR PROPOSED

RCP REINFORCED CONCRETE PIPE

RY REAR YARD

S SOUTH

SAN SANITARY SEWER

SBC STABILIZED BASE COURSE

SESC SOIL EROSION AND SEDIMENT CONTROL

SF SQUARE FEET

SG SUBGRADE

STM STORM SEWER

SY SQUARE YARD

TA TOP OF HMA PAVEMENT ELEVATION

TC TOP OF PROPOSED CURB

TERS TEMPORARY EARTH RETENTION SYSTEM

TOP TOP OF PAD (CONCRETE)

TOW TOP OF WALL

TP TEST PIT

TYP/TYP. TYPICAL

TW TOP OF SIDEWALK

VB VAPOR BARRIER

VCP VITRIFIED CLAY PIPE

VERT/VERT. VERTICAL

VIF VERIFY IN FIELD

VLT VAULT

VOL VOLUME

W WEST

WM WATER MAIN

WTR WATER

WWF WELDED WIRE FABRIC

THE FOLLOWING ABBREVIATIONS ARE USED ON THESE PLANS:

THE FOLLOWING DEFINITIONS ARE USED ON THESE PLANS:

GENERAL PROJECT NOTES

UTILITY WARNING!!

Know what's below.

before you dig.Call

ISSUEDFOR BID

Project c

REV BYISSUE DATEISSUED FOR

Revisions

North

Project Location

Sheet Name

PE Project No.

Checked By:

Sheet No.

DRAWING NOTE: SCALE SHOWN IS MEANT FOR 24" X 36" AND WILL SCALE INCORRECTLY IF PRINTED ON ANY OTHER SIZE

MEDIA BESIDES 11" X 17"

NO REPRODUCTION SHALL BE MADE WITHOUT PRIOR CONSENT OF PRIORITY ENGINEERING, LLC.

Date:

ENG/CADD:

Reviewed By:

Engineer's Seal

PRIORITY ENGINEERING LLC

SCALE

Certification

ROMULUS COMMUNITY SCHOOLS

2026 MAINTENANCE PROGRAM

ROMULUS, MI 48174

01-16-2026

ABT

JGR

25-0140

C-101

01 50% OWNER REVIEW 01/30/2026 BH

02 90% OWNER REVIEW 02/26/2026 BH

03 BID 03/09/2026 BH

X X X X X X X X X X X X X X X X X X X X X

BM B

NAIL IN POWER POLE

N: 4990.3956 E: 5027.6494

Z: 658.53

VAULT

S SAN

7 65

EX. BUILDING

9650 WAYNE RD

ROMULUS, MI 48174

WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR

WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR

STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM

STM

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

X X

O X.

R .O

.W . L

E R

D (12

O.W

RHS-04

RHS-03

RHS-02

RHS-01

O X.

R .O

.W . L

ROMULUS HIGH SCHOOL -

EXISTING SITE CONDITIONS

GRAPHIC SCALE: 1" = 20'

40'20'

ISSUEDFOR BID

Project c

REV BYISSUE DATEISSUED FOR

Revisions

North

Project Location

Sheet Name

PE Project No.

Checked By:

Sheet No.

DRAWING NOTE: SCALE SHOWN IS MEANT FOR 24" X 36" AND WILL SCALE INCORRECTLY IF PRINTED ON ANY OTHER SIZE

MEDIA BESIDES 11" X 17"

NO REPRODUCTION SHALL BE MADE WITHOUT PRIOR CONSENT OF PRIORITY ENGINEERING, LLC.

Date:

ENG/CADD:

Reviewed By:

Engineer's Seal

PRIORITY ENGINEERING LLC

SCALE

Certification

ROMULUS COMMUNITY SCHOOLS

2026 MAINTENANCE PROGRAM

ROMULUS, MI 48174

01-16-2026

ABT

JGR

25-0140

C-200

01 50% OWNER REVIEW 01/30/2026 BH

02 90% OWNER REVIEW 02/26/2026 BH

03 BID 03/09/2026 BH

1. THERE WAS NO RECENT EVIDENCE OF RECENT EARTH MOVING WORK,

BUILDING CONSTRUCTION, OR BUILDING ADDITIONS

OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK.

2. THERE WAS NO EVIDENCE OF RECENT STREET CONSTRUCTION OR REPAIRS

OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK.

3. DRAWING BASED ON NAD83 MICHIGAN STATE PLANE COORDINATES SYSTEM,

SOUTH ZONE, INTERNATIONAL FOOT.

NOTES

CONSTRUCTION SITE SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR.

NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME

RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE

WORK, OF NEARBY STRUCTURES, NOR OF OTHER PERSONS.

CONSTRUCTION SAFETY!! 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.

UTILITY WARNING!!

EXISTING UTILITY LEGEND

EXISTING STORM SEWERSTM STM STM

EXISTING WATER MAIN, AS NOTEDWTR WTR WTR

EXISTING SANITARY SEWERSAN SAN SAN

EXISTING OVERHEAD UTILITYOH OH OH OH

EXISTING GAS MAINGAS GAS GAS

EXISTING CONDENSATION LINECOND COND COND

EXISTING UNDERGROUND ELECTRICE E E E

EXISTING TELEPHONE LINET T T T

EXISTING FIBER OPTIC LINEFO FO FO FO

EXISTING CABLE TELEVISIONCATV CATV CATV

EXISTING OVERHEAD TELEPHONEOT OT OT OT

CONTOUR

INDEX CONTOUR

CHAIN LINK FENCE

HYDRANT

GATE VALVE

POST INDICATOR VALVE (PIV)

WATER MAIN MANHOLE

SQUARE CATCH BASIN

ROUND CATCH BASIN

BEEHIVE CATCH BASIN

END SECTION

CULVERT

STORM MANHOLE

SANITARY MANHOLE

CLEAN OUT

SIGN

UTILITY POLE

LANDSCAPE LIGHT

LIGHT POLE

SPRINKLER

ELECTRICAL BOX/TRANSFORMER

TREE

TOP OF CURB

RISER

GUTTER

EDGE OF ASPHALT

FLAG POLE

MAILBOX

TOP OF WALL

BOTTOM OF WALL

EX. GRADE

ELECTRICAL MANHOLE

X X X X

CONCRETE

ASPHALT PAVEMENT

GRAVEL

RIP-RAP

SOILS DATA

Co - Corunna fine sandy loam Co - Corunna fine sandy loam CU - Cut and fill land SfA - Selfridge-Pewamo complex TEA - Tedrow loamy fine sand THA - Thetford loamy sand

SOIL INFORMATION TAKEN FROM THE UNITED STATES

DEPARTMENT OF AGRICULTURE SOIL SURVEY SITE.

THE LOCATION OF THE EXISTING UTILITIES AS SHOWN WERE OBTAINED FROM MUNICIPAL AND UTILITY COMPANY RECORDS, FIELD OBSERVATIONS AND OWNER PROVIDED DRAWINGS. NO GUARANTEE CAN BE MADE REGARDING THE COMPLETENESS OR EXACTNESS OF THE UTILITIES LOCATION. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY IN THE FIELD THE EXACT HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES SHOWN, REFERENCED OR MARKED IN THE FIELD. CONTRACTOR TO REPORT ANY CONFLICTS IN THE FIELD TO THE ENGINEER. CONTRACTOR METHODS FOR UTILITY LOCATING SHALL AT A MINIMUM INCLUDE UTILIZING A UTILITY LOCATING COMPANY, HYDRO EXCAVATION, SOFT

DIG AND POT HOLING.

EXISTING/RECORD UTILITIES NOTE

APPROX. BORING LOCATION

BENCHMARK DATA:

BENCHMARK A

ARROW ON HYDRANT

N: 4981.3590 E: 3993.5321

ELEV: 663.56

BENCHMARK B

NAIL IN POWER POLE

N: 4990.3956 E: 5027.6494

ELEV: 658.53

FLOODPLAIN NOTE:

THE SUBJECT PROPERTY LIES IN FLOOD ZONE "X", ACCORDING

TO FLOOD INSURANCE RATE MAP, MAP NO. 26163C0357F 0F

FOR THE CITY OF ROMULUS, WAYNE COUNTY, MICHIGAN, DATED

DECEMBER 3, 2013 AND ISSUED BY THE FEDERAL EMERGENCY

MANAGEMENT AGENCY. LINES SHOWN HAVE BEEN DIGITALLY

TRANSLATED FROM DFIRM DATABASE INFORMATION SUPPLIED

BY THE FEMA MAP SERVICE CENTER HTTPS://MSC.FEMA.GOV).

AutoCAD SHX Text 999.99

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

EX. BUILDING

9650 WAYNE RD

ROMULUS, MI 48174

STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM

STM

WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR

STM STM STM STM STM STM STM STM STM

STM

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

RHS-07

RHS-06

RHS-05

RHS-04

GRAPHIC SCALE: 1" = 20'

40'20'

ISSUEDFOR BID

Project c

REV BYISSUE DATEISSUED FOR

Revisions

North

Project Location

Sheet Name

PE Project No.

Checked By:

Sheet No.

DRAWING NOTE: SCALE SHOWN IS MEANT FOR 24" X 36" AND WILL SCALE INCORRECTLY IF PRINTED ON ANY OTHER SIZE

MEDIA BESIDES 11" X 17"

NO REPRODUCTION SHALL BE MADE WITHOUT PRIOR CONSENT OF PRIORITY ENGINEERING, LLC.

Date:

ENG/CADD:

Reviewed By:

Engineer's Seal

PRIORITY ENGINEERING LLC

SCALE

Certification

ROMULUS COMMUNITY SCHOOLS

2026 MAINTENANCE PROGRAM

ROMULUS, MI 48174

01-16-2026

ABT

JGR

25-0140

C-201

01 50% OWNER REVIEW 01/30/2026 BH

02 90% OWNER REVIEW 02/26/2026 BH

03 BID 03/09/2026 BH

1. THERE WAS NO RECENT EVIDENCE OF RECENT EARTH MOVING WORK,

BUILDING CONSTRUCTION, OR BUILDING ADDITIONS

OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK.

2. THERE WAS NO EVIDENCE OF RECENT STREET CONSTRUCTION OR REPAIRS

OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK.

3. DRAWING BASED ON NAD83 MICHIGAN STATE PLANE COORDINATES SYSTEM,

SOUTH ZONE, INTERNATIONAL FOOT.

NOTES

CONSTRUCTION SITE SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR.

NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME

RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE

WORK, OF NEARBY STRUCTURES, NOR OF OTHER PERSONS.

CONSTRUCTION SAFETY!! 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.

UTILITY WARNING!!

EXISTING UTILITY LEGEND

EXISTING STORM SEWERSTM STM STM

EXISTING WATER MAIN, AS NOTEDWTR WTR WTR

EXISTING SANITARY SEWERSAN SAN SAN

EXISTING OVERHEAD UTILITYOH OH OH OH

EXISTING GAS MAINGAS GAS GAS

EXISTING CONDENSATION LINECOND COND COND

EXISTING UNDERGROUND ELECTRICE E E E

EXISTING TELEPHONE LINET T T T

EXISTING FIBER OPTIC LINEFO FO FO FO

EXISTING CABLE TELEVISIONCATV CATV CATV

EXISTING OVERHEAD TELEPHONEOT OT OT OT

CONTOUR

INDEX CONTOUR

CHAIN LINK FENCE

HYDRANT

GATE VALVE

POST INDICATOR VALVE (PIV)

WATER MAIN MANHOLE

SQUARE CATCH BASIN

ROUND CATCH BASIN

BEEHIVE CATCH BASIN

END SECTION

CULVERT

STORM MANHOLE

SANITARY MANHOLE

CLEAN OUT

SIGN

UTILITY POLE

LANDSCAPE LIGHT

LIGHT POLE

SPRINKLER

ELECTRICAL BOX/TRANSFORMER

TREE

TOP OF CURB

RISER

GUTTER

EDGE OF ASPHALT

FLAG POLE

MAILBOX

TOP OF WALL

BOTTOM OF WALL

EX. GRADE

ELECTRICAL MANHOLE

X X X X

CONCRETE

ASPHALT PAVEMENT

GRAVEL

RIP-RAP

SOILS DATA

Co - Corunna fine sandy loam Co - Corunna fine sandy loam CU - Cut and fill land SfA - Selfridge-Pewamo complex TEA - Tedrow loamy fine sand THA - Thetford loamy sand

SOIL INFORMATION TAKEN FROM THE UNITED STATES

DEPARTMENT OF AGRICULTURE SOIL SURVEY SITE.

DIG AND POT HOLING.

EXISTING/RECORD UTILITIES NOTE

APPROX. BORING LOCATION

BENCHMARK DATA:

BENCHMARK A

ARROW ON HYDRANT

N: 4981.3590 E: 3993.5321

ELEV: 663.56

BENCHMARK B

NAIL IN POWER POLE

N: 4990.3956 E: 5027.6494

ELEV: 658.53

FLOODPLAIN NOTE:

THE SUBJECT PROPERTY LIES IN FLOOD ZONE "X", ACCORDING

TO FLOOD INSURANCE RATE MAP, MAP NO. 26163C0357F 0F

FOR THE CITY OF ROMULUS, WAYNE COUNTY, MICHIGAN, DATED

DECEMBER 3, 2013 AND ISSUED BY THE FEDERAL EMERGENCY

MANAGEMENT AGENCY. LINES SHOWN HAVE BEEN DIGITALLY

TRANSLATED FROM DFIRM DATABASE INFORMATION SUPPLIED

BY THE FEMA MAP SERVICE CENTER HTTPS://MSC.FEMA.GOV).

ROMULUS HIGH SCHOOL -

EXISTING SITE CONDITIONS

AutoCAD SHX Text 999.99

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text

X X X X X X X X

X X X X X X X

BM A

ARROW ON HYDRANT

N: 4981.3590 E: 3993.5321

Z: 663.56

661662663

STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM

STM

WTR WTR WTR WTR WTR WTR WTR WTR

RHS-09

RHS-08

X X X X

X X

XXXXXXXXX

X X X

GRAPHIC SCALE: 1" = 20'

40'20'

ISSUEDFOR BID

Project c

REV BYISSUE DATEISSUED FOR

Revisions

North

Project Location

Sheet Name

PE Project No.

Checked By:

Sheet No.

DRAWING NOTE: SCALE SHOWN IS MEANT FOR 24" X 36" AND WILL SCALE INCORRECTLY IF PRINTED ON ANY OTHER SIZE

MEDIA BESIDES 11" X 17"

NO REPRODUCTION SHALL BE MADE WITHOUT PRIOR CONSENT OF PRIORITY ENGINEERING, LLC.

Date:

ENG/CADD:

Reviewed By:

Engineer's Seal

PRIORITY ENGINEERING LLC

SCALE

Certification

ROMULUS COMMUNITY SCHOOLS

2026 MAINTENANCE PROGRAM

ROMULUS, MI 48174

01-16-2026

ABT

JGR

25-0140

C-202

01 50% OWNER REVIEW 01/30/2026 BH

02 90% OWNER REVIEW 02/26/2026 BH

03 BID 03/09/2026 BH

1. THERE WAS NO RECENT EVIDENCE OF RECENT EARTH MOVING WORK,

BUILDING CONSTRUCTION, OR BUILDING ADDITIONS

OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK.

2. THERE WAS NO EVIDENCE OF RECENT STREET CONSTRUCTION OR REPAIRS

OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK.

3. DRAWING BASED ON NAD83 MICHIGAN STATE PLANE COORDINATES SYSTEM,

SOUTH ZONE, INTERNATIONAL FOOT.

NOTES CONSTRUCTION SITE SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR.

NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME

RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE

WORK, OF NEARBY STRUCTURES, NOR OF OTHER PERSONS.

CONSTRUCTION SAFETY!!

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.

UTILITY WARNING!!

EXISTING UTILITY LEGEND

EXISTING STORM SEWERSTM STM STM

EXISTING WATER MAIN, AS NOTEDWTR WTR WTR

EXISTING SANITARY SEWERSAN SAN SAN

EXISTING OVERHEAD UTILITYOH OH OH OH

EXISTING GAS MAINGAS GAS GAS

EXISTING CONDENSATION LINECOND COND COND

EXISTING UNDERGROUND ELECTRICE E E E

EXISTING TELEPHONE LINET T T T

EXISTING FIBER OPTIC LINEFO FO FO FO

EXISTING CABLE TELEVISIONCATV CATV CATV

EXISTING OVERHEAD TELEPHONEOT OT OT OT

CONTOUR

INDEX CONTOUR

CHAIN LINK FENCE

HYDRANT

GATE VALVE

POST INDICATOR VALVE (PIV)

WATER MAIN MANHOLE

SQUARE CATCH BASIN

ROUND CATCH BASIN

BEEHIVE CATCH BASIN

END SECTION

CULVERT

STORM MANHOLE

SANITARY MANHOLE

CLEAN OUT

SIGN

UTILITY POLE

LANDSCAPE LIGHT

LIGHT POLE

SPRINKLER

ELECTRICAL BOX/TRANSFORMER

TREE

TOP OF CURB

RISER

GUTTER

EDGE OF ASPHALT

FLAG POLE

MAILBOX

TOP OF WALL

BOTTOM OF WALL

EX. GRADE

ELECTRICAL MANHOLE

X X X X

CONCRETE

ASPHALT PAVEMENT

GRAVEL

RIP-RAP

SOILS DATA

Co - Corunna fine sandy loam Co - Corunna fine sandy loam CU - Cut and fill land SfA - Selfridge-Pewamo complex TEA - Tedrow loamy fine sand THA - Thetford loamy sand

SOIL INFORMATION TAKEN FROM THE UNITED STATES

DEPARTMENT OF AGRICULTURE SOIL SURVEY SITE.

DIG AND POT HOLING.

EXISTING/RECORD UTILITIES NOTE

APPROX. BORING LOCATION

BENCHMARK DATA:

BENCHMARK A

ARROW ON HYDRANT

N: 4981.3590 E: 3993.5321

ELEV: 663.56

BENCHMARK B

NAIL IN POWER POLE

N: 4990.3956 E: 5027.6494

ELEV: 658.53

FLOODPLAIN NOTE:

THE SUBJECT PROPERTY LIES IN FLOOD ZONE "X", ACCORDING

TO FLOOD INSURANCE RATE MAP, MAP NO. 26163C0357F 0F

FOR THE CITY OF ROMULUS, WAYNE COUNTY, MICHIGAN, DATED

DECEMBER 3, 2013 AND ISSUED BY THE FEDERAL EMERGENCY

MANAGEMENT AGENCY. LINES SHOWN HAVE BEEN DIGITALLY

TRANSLATED FROM DFIRM DATABASE INFORMATION SUPPLIED

BY THE FEMA MAP SERVICE CENTER HTTPS://MSC.FEMA.GOV).

ROMULUS HIGH SCHOOL -

EXISTING SITE CONDITIONS

MATCHLINE

AutoCAD SHX Text 999.99

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text

X X

X X X X X X X X X X X X X

662663

STM

RHS-1O

BIN

E S

EET

. R

.O .W

. L

ROMULUS HIGH SCHOOL -

EXISTING SITE CONDITIONS

GRAPHIC SCALE: 1" = 20'

40'20'

ISSUEDFOR BID

Project c

REV BYISSUE DATEISSUED FOR

Revisions

North

Project Location

Sheet Name

PE Project No.

Checked By:

Sheet No.

DRAWING NOTE: SCALE SHOWN IS MEANT FOR 24" X 36" AND WILL SCALE INCORRECTLY IF PRINTED ON ANY OTHER SIZE

MEDIA BESIDES 11" X 17"

NO REPRODUCTION SHALL BE MADE WITHOUT PRIOR CONSENT OF PRIORITY ENGINEERING, LLC.

Date:

ENG/CADD:

Reviewed By:

Engineer's Seal

PRIORITY ENGINEERING LLC

SCALE

Certification

ROMULUS COMMUNITY SCHOOLS

2026 MAINTENANCE PROGRAM

ROMULUS, MI 48174

01-16-2026

ABT

JGR

25-0140

C-203

01 50% OWNER REVIEW 01/30/2026 BH

02 90% OWNER REVIEW 02/26/2026 BH

03 BID 03/09/2026 BH

1. THERE WAS NO RECENT EVIDENCE OF RECENT EARTH MOVING WORK,

BUILDING CONSTRUCTION, OR BUILDING ADDITIONS

OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK.

2. THERE WAS NO EVIDENCE OF RECENT STREET CONSTRUCTION OR REPAIRS

OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK.

3. DRAWING BASED ON NAD83 MICHIGAN STATE PLANE COORDINATES SYSTEM,

SOUTH ZONE, INTERNATIONAL FOOT.

NOTES

CONSTRUCTION SITE SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR.

NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME

RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE

WORK, OF NEARBY STRUCTURES, NOR OF OTHER PERSONS.

CONSTRUCTION SAFETY!! 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.

UTILITY WARNING!!

EXISTING UTILITY LEGEND

EXISTING STORM SEWERSTM STM STM

EXISTING WATER MAIN, AS NOTEDWTR WTR WTR

EXISTING SANITARY SEWERSAN SAN SAN

EXISTING OVERHEAD UTILITYOH OH OH OH

EXISTING GAS MAINGAS GAS GAS

EXISTING CONDENSATION LINECOND COND COND

EXISTING UNDERGROUND ELECTRICE E E E

EXISTING TELEPHONE LINET T T T

EXISTING FIBER OPTIC LINEFO FO FO FO

EXISTING CABLE TELEVISIONCATV CATV CATV

EXISTING OVERHEAD TELEPHONEOT OT OT OT

CONTOUR

INDEX CONTOUR

CHAIN LINK FENCE

HYDRANT

GATE VALVE

POST INDICATOR VALVE (PIV)

WATER MAIN MANHOLE

SQUARE CATCH BASIN

ROUND CATCH BASIN

BEEHIVE CATCH BASIN

END SECTION

CULVERT

STORM MANHOLE

SANITARY MANHOLE

CLEAN OUT

SIGN

UTILITY POLE

LANDSCAPE LIGHT

LIGHT POLE

SPRINKLER

ELECTRICAL BOX/TRANSFORMER

TREE

TOP OF CURB

RISER

GUTTER

EDGE OF ASPHALT

FLAG POLE

MAILBOX

TOP OF WALL

BOTTOM OF WALL

EX. GRADE

ELECTRICAL MANHOLE

X X X X

CONCRETE

ASPHALT PAVEMENT

GRAVEL

RIP-RAP

SOILS DATA

Co - Corunna fine sandy loam Co - Corunna fine sandy loam CU - Cut and fill land SfA - Selfridge-Pewamo complex TEA - Tedrow loamy fine sand THA - Thetford loamy sand

SOIL INFORMATION TAKEN FROM THE UNITED STATES

DEPARTMENT OF AGRICULTURE SOIL SURVEY SITE.

DIG AND POT HOLING.

EXISTING/RECORD UTILITIES NOTE

APPROX. BORING LOCATION

BENCHMARK DATA:

BENCHMARK A

ARROW ON HYDRANT

N: 4981.3590 E: 3993.5321

ELEV: 663.56

BENCHMARK B

NAIL IN POWER POLE

N: 4990.3956 E: 5027.6494

ELEV: 658.53

FLOODPLAIN NOTE:

THE SUBJECT PROPERTY LIES IN FLOOD ZONE "X", ACCORDING

TO FLOOD INSURANCE RATE MAP, MAP NO. 26163C0357F 0F

FOR THE CITY OF ROMULUS, WAYNE COUNTY, MICHIGAN, DATED

DECEMBER 3, 2013 AND ISSUED BY THE FEDERAL EMERGENCY

MANAGEMENT AGENCY. LINES SHOWN HAVE BEEN DIGITALLY

TRANSLATED FROM DFIRM DATABASE INFORMATION SUPPLIED

BY THE FEMA MAP SERVICE CENTER HTTPS://MSC.FEMA.GOV).

999.99

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text

BM B

NAIL IN POWER POLE

N: 4990.3956 E: 5027.6494

Z: 658.53

VAULT

S SAN

7 65

EX. BUILDING

9650 WAYNE RD

ROMULUS, MI 48174

WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR

WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR

STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM

STM

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

X X

O X.

R .O

.W . L

E R

D (12

O.W

RHS-04

RHS-03

RHS-02

RHS-01

O X.

R .O

.W . L

SAWCUT & REMOVEEX. ASPHALT DRIVEWAYTO ACCOMMODATEIMPROVEMENTS

SAWCUT & REMOVEEX. ASPHALT PAVEMENT

NOTEMILL 2" OF EX. ASPHALTPAVEMENTSEE INSTALLATION PLANFOR DETAILS & ALTERNATES

NOTEMILL 2" OF EX. ASPHALTPAVEMENTSEE INSTALLATION PLANFOR DETAILS

SAWCUT & REMOVEEX. ASPHALT PAVEMENT

INSTALLINLET PROTECTIONINSTALLSILT FENCE

R-SGN

REMOVEEX. STOP SIGN

NOTEPOSSIBLE BURIED CONCRETEWALK W/CURB AND GUTTERON BOTH SIDES, TO BE REMOVED

ROMULUS HIGH SCHOOL -SESC & REMOVAL PLAN

THE LOCATION OF THE EXISTING UTILITIES AS SHOWN WERE OBTAINED FROMMUNICIPAL AND UTILITY COMPANY RECORDS, FIELD OBSERVATIONS ANDOWNER PROVIDED DRAWINGS. NO GUARANTEE CAN BE MADE REGARDING THECOMPLETENESS OR EXACTNESS OF THE UTILITIES LOCATION. IT IS THECONTRACTORS RESPONSIBILITY TO VERIFY IN THE FIELD THE EXACTHORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES SHOWN, REFERENCEDOR MARKED IN THE FIELD. CONTRACTOR TO REPORT ANY CONFLICTS IN THEFIELD TO THE ENGINEER. CONTRACTOR METHODS FOR UTILITY LOCATINGSHALL AT A MINIMUM INCLUDE UTILIZING A UTILITY LOCATING COMPANY,HYDRO EXCAVATION, SOFT DIG AND POT HOLING.

EXISTING/RECORD UTILITIES NOTE

NOTES:

· ALL CONSTRUCTION AT PROJECT SITE WILL USE BEST MANAGEMENTPRACTICES INCLUDING SOIL EROSION CONTROL MEASURES, AS ALSOREQUIRED BY LOCAL JURISDICTION, & NOTED ON THE CONSTRUCTIONDRAWINGS.

· CONTRACTOR SHALL RESTORE & REPAIR ANY DAMAGED AREAS CAUSEDBY CONSTRUCTION TO ORIGINAL OR BETTER CONDITION.

· ALL NEW WORK TO BE PERFORMED PER STANDARDS AND SPECIFICATIONSOF THE GOVERNING JURISDICTION.

· THE CONTRACTOR TO CALL 811 TO MARK EXISTING UTILITIES WITHIN THEWORK AREA. DO NOT EXCAVATE UNTIL EXISTING UTILITIES HAVE BEENPAINTED IN THE FIELD AND ANY CONCERNS NEED TO BE BROUGHT TO THEENGINEER'S ATTENTION.

· BORING LOCATIONS SHOWN BASED ON GEOTECHNICAL INVESTIGATIONREPORT DATED FEBRUARY 24, 2026 AND PERFORMED BY SOILS &STRUCTURES. ISSUEDFOR BID

Project c

REV BYISSUE DATEISSUED FOR

Revisions

North

Project Location

Sheet Name

PE Project No.

Checked By:

Sheet No.

DRAWING NOTE: SCALE SHOWN IS MEANT FOR 24" X 36" AND WILL SCALE INCORRECTLY IF PRINTED ON ANY OTHER SIZE

MEDIA BESIDES 11" X 17"

NO REPRODUCTION SHALL BE MADE WITHOUT PRIOR CONSENT OF PRIORITY ENGINEERING, LLC.

Date:

ENG/CADD:

Reviewed By:

Engineer's Seal

PRIORITY ENGINEERING LLC

SCALE

Certification

ROMULUS COMMUNITY SCHOOLS

2026 MAINTENANCE PROGRAM

ROMULUS, MI 48174

01-16-2026

ABT

JGR

25-0140

C-300

01 50% OWNER REVIEW 01/30/2026 BH

02 90% OWNER REVIEW 02/26/2026 BH

03 BID 03/09/2026 BH

BENCHMARK DATA:

BENCHMARK A

ARROW ON HYDRANT

N: 4981.3590 E: 3993.5321

ELEV: 663.56

BENCHMARK B

NAIL IN POWER POLE

N: 4990.3956 E: 5027.6494

ELEV: 658.53

GRAPHIC SCALE: 1" = 20'

40'20'

FURNISH & INSTALL PAVEMENT INLETPROTECTION FILTER PER GOVERNING AGENCIESSTANDARDS & SPECIFICATIONS

FURNISH & INSTALL SILT FENCE PER GOVERNINGAGENCIES STANDARDS & SPECIFICATIONS

SESC LEGEND

FURNISH & INSTALL INLET PROTECTION FILTER PERGOVERNING AGENCIES STANDARDS &SPECIFICATIONS

REMOVAL LEGEND

CAUTION!!!!! EXISTING UTILITY IN AREA(SEE EXISTING/RECORD UTILITIES NOTE, THIS SHEET)

SAWCUT & REMOVE EXISTING CONCRETE SIDEWALK

REMOVE EXISTING WALL

REMOVE EXISTING UTILITY AS NOTED

SAWCUT & REMOVE EXISTING CONCRETE PAVEMENT

REMOVE EXISTING FENCE

REMOVE/RELOCATE EXISTING MISC. ITEM AS NOTED ON PLANS

NOTE: REMOVAL SHALL INCLUDED SURFACE ITEMS NOTED BELOW INADDITION TO UNDERLYING BASE, SUBBASE, SUBGRADE AND DELETERIOUSMATERIAL TO ACCOMMODATE PROPOSED IMPROVEMENTS.

REMOVE CURB & GUTTER

SAWCUT & REMOVE EXISTING ASPHALT

SAWCUT AND REMOVE EX. ASPHALT FOR CRACK REPAIR

REMOVE EXISTING TREE

ADJUST RIM AS NOTED ON GRADING PLAN

ADJUST EXISTING STRUCTURE RIM/VALVE AS NOTED ON THEGRADING PLAN

CONTRACTOR TO RECONSTRUCT/REPLACE ENTIRESTRUCTURE

REMOVE & DISPOSE OF EXISTING CATCH BASIN

REMOVE & DISPOSE OF EXISTING MANHOLE

R-LP

R-BOL

R-SGN REMOVE & DISPOSE OF EXISTING SIGN, POST & FOUNDATION.

REMOVE & DISPOSE OF EXISTING BOLLARD.

REMOVE & DISPOSE OF EXISTING LIGHT FIXTURE,POLE AND BASE.

SOIL BORING LOCATION(SEE GEOTECHNICAL REPORT BY OTHERS)

B C D E

2 INCH MILL WHERE SHOWN

SAWCUT AND REMOVE EX. ASPHALT FOR FULL DEPTHPATCH REPAIR

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

EX. BUILDING

9650 WAYNE RD

ROMULUS, MI 48174

STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM

STM

WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR

STM STM STM STM STM STM STM STM STM

STM

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

RHS-07

RHS-06

RHS-05

RHS-04

NOTEPATCH AREAS TO BEFIELD VERIFIED

SAWCUT & REMOVEEX. CONCRETE SIDEWALKNOTEAREA OF PARTIAL DEPTHASPHATL REPAIR (TYP.)SEE INSTALLATION PLAN FORDETAILS

NOTESAWCUT & REMOVEEX. CONCRETE CURB& GUTTER (TYP.)SEE INSTALLATION PLANFOR DETAILS

NOTEREMOVE EX. CONCRETESIDEWALK (TYP.)SEE INSTALLATIONPLAN FOR DETAILS

NOTESAWCUT & REMOVEEX. CONCRETE CURB& GUTTER (TYP.)SEE INSTALLATION PLANFOR DETAILS

NOTEMILL 2" OF EX. ASPHALTPAVEMENTSEE INSTALLATION PLANFOR DETAILS

NOTEEXCAVATE TO ACCOMMODATEPROPOSED IMPROVEMENTS

NOTESAWCUT & REMOVEEX. CONCRETE CURB& GUTTER (TYP.)SEE INSTALLATION PLANFOR DETAILS

ROMULUS HIGH SCHOOL -SESC & REMOVAL PLAN

THE LOCATION OF THE EXISTING UTILITIES AS SHOWN WERE OBTAINED FROMMUNICIPAL AND UTILITY COMPANY RECORDS, FIELD OBSERVATIONS ANDOWNER PROVIDED DRAWINGS. NO GUARANTEE CAN BE MADE REGARDING THECOMPLETENESS OR EXACTNESS OF THE UTILITIES LOCATION. IT IS THECONTRACTORS RESPONSIBILITY TO VERIFY IN THE FIELD THE EXACTHORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES SHOWN, REFERENCEDOR MARKED IN THE FIELD. CONTRACTOR TO REPORT ANY CONFLICTS IN THEFIELD TO THE ENGINEER. CONTRACTOR METHODS FOR UTILITY LOCATINGSHALL AT A MINIMUM INCLUDE UTILIZING A UTILITY LOCATING COMPANY,HYDRO EXCAVATION, SOFT DIG AND POT HOLING.

EXISTING/RECORD UTILITIES NOTE

NOTES:

· ALL CONSTRUCTION AT PROJECT SITE WILL USE BESTMANAGEMENT PRACTICES INCLUDING SOIL EROSION CONTROLMEASURES, AS ALSO REQUIRED BY LOCAL JURISDICTION, &NOTED ON THE CONSTRUCTION DRAWINGS.

· CONTRACTOR SHALL RESTORE & REPAIR ANY DAMAGED AREASCAUSED BY CONSTRUCTION TO ORIGINAL OR BETTERCONDITION.

· ALL NEW WORK TO BE PERFORMED PER STANDARDS ANDSPECIFICATIONS OF THE GOVERNING JURISDICTION.

· THE CONTRACTOR TO CALL 811 TO MARK EXISTING UTILITIESWITHIN THE WORK AREA. DO NOT EXCAVATE UNTIL EXISTINGUTILITIES HAVE BEEN PAINTED IN THE FIELD AND ANYCONCERNS NEED TO BE BROUGHT TO THE ENGINEER'SATTENTION.

· BORING LOCATIONS SHOWN BASED ON GEOTECHNICALINVESTIGATION REPORT DATED FEBRUARY 24, 2026 ANDPERFORMED BY SOILS & STRUCTURES.

ISSUEDFOR BID

Project c

REV BYISSUE DATEISSUED FOR

Revisions

North

Project Location

Sheet Name

PE Project No.

Checked By:

Sheet No.

DRAWING NOTE: SCALE SHOWN IS MEANT FOR 24" X 36" AND WILL SCALE INCORRECTLY IF PRINTED ON ANY OTHER SIZE

MEDIA BESIDES 11" X 17"

NO REPRODUCTION SHALL BE MADE WITHOUT PRIOR CONSENT OF PRIORITY ENGINEERING, LLC.

Date:

ENG/CADD:

Reviewed By:

Engineer's Seal

PRIORITY ENGINEERING LLC

SCALE

Certification

ROMULUS COMMUNITY SCHOOLS

2026 MAINTENANCE PROGRAM

ROMULUS, MI 48174

01-16-2026

ABT

JGR

25-0140

C-301

01 50% OWNER REVIEW 01/30/2026 BH

02 90% OWNER REVIEW 02/26/2026 BH

03 BID 03/09/2026 BH

BENCHMARK DATA:

BENCHMARK A

ARROW ON HYDRANT

N: 4981.3590 E: 3993.5321

ELEV: 663.56

BENCHMARK B

NAIL IN POWER POLE

N: 4990.3956 E: 5027.6494

ELEV: 658.53

GRAPHIC SCALE: 1" = 20'

40'20'

FURNISH & INSTALL PAVEMENT INLETPROTECTION FILTER PER GOVERNING AGENCIESSTANDARDS & SPECIFICATIONS

FURNISH & INSTALL SILT FENCE PER GOVERNINGAGENCIES STANDARDS & SPECIFICATIONS

SESC LEGEND

FURNISH & INSTALL INLET PROTECTION FILTER PERGOVERNING AGENCIES STANDARDS &SPECIFICATIONS

REMOVAL LEGEND

CAUTION!!!!! EXISTING UTILITY IN AREA(SEE EXISTING/RECORD UTILITIES NOTE, THIS SHEET)

SAWCUT & REMOVE EXISTING CONCRETE SIDEWALK

REMOVE EXISTING WALL

REMOVE EXISTING UTILITY AS NOTED

SAWCUT & REMOVE EXISTING CONCRETE PAVEMENT

REMOVE EXISTING FENCE

REMOVE/RELOCATE EXISTING MISC. ITEM AS NOTED ON PLANS

NOTE: REMOVAL SHALL INCLUDED SURFACE ITEMS NOTED BELOW INADDITION TO UNDERLYING BASE, SUBBASE, SUBGRADE AND DELETERIOUSMATERIAL TO ACCOMMODATE PROPOSED IMPROVEMENTS.

REMOVE CURB & GUTTER

SAWCUT & REMOVE EXISTING ASPHALT

SAWCUT AND REMOVE EX. ASPHALT FOR CRACK REPAIR

REMOVE EXISTING TREE

ADJUST RIM AS NOTED ON GRADING PLAN

ADJUST EXISTING STRUCTURE RIM/VALVE AS NOTED ON THEGRADING PLAN

CONTRACTOR TO RECONSTRUCT/REPLACE ENTIRESTRUCTURE

REMOVE & DISPOSE OF EXISTING CATCH BASIN

REMOVE & DISPOSE OF EXISTING MANHOLE

R-LP

R-BOL

R-SGN REMOVE & DISPOSE OF EXISTING SIGN, POST & FOUNDATION.

REMOVE & DISPOSE OF EXISTING BOLLARD.

REMOVE & DISPOSE OF EXISTING LIGHT FIXTURE,POLE AND BASE.

SOIL BORING LOCATION(SEE GEOTECHNICAL REPORT BY OTHERS)

B C D E

BM A

ARROW ON HYDRANT

N: 4981.3590 E: 3993.5321

Z: 663.56

661662663

STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM

STM

WTR WTR WTR WTR WTR WTR WTR WTR

RHS-09

RHS-08

X X X X

X X

XXXXXXXXX

X X X

NOTEAREA OF PARTIAL DEPTHASPHATL REPAIR (TYP.)SEE INSTALLATION PLAN FORDETAILS

NOTESAWCUT & REMOVEEX. CONCRETE CURB& GUTTER (TYP.)SEE INSTALLATION PLANFOR DETAILS NOTEAREA OF PARTIAL DEPTHASPHATL REPAIR (TYP.)SEE INSTALLATION PLAN FORDETAILS

NOTESAWCUT & REMOVEEX. CONCRETE CURB& GUTTER (TYP.)SEE INSTALLATION PLANFOR DETAILS

NOTE2" MILL, SEE INSTALLATIONPLAN FOR DETAILS

ROMULUS HIGH SCHOOL -SESC & REMOVAL PLAN

THE LOCATION OF THE EXISTING UTILITIES AS SHOWN WERE OBTAINED FROMMUNICIPAL AND UTILITY COMPANY RECORDS, FIELD OBSERVATIONS ANDOWNER PROVIDED DRAWINGS. NO GUARANTEE CAN BE MADE REGARDING THECOMPLETENESS OR EXACTNESS OF THE UTILITIES LOCATION. IT IS THECONTRACTORS RESPONSIBILITY TO VERIFY IN THE FIELD THE EXACTHORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES SHOWN, REFERENCEDOR MARKED IN THE FIELD. CONTRACTOR TO REPORT ANY CONFLICTS IN THEFIELD TO THE ENGINEER. CONTRACTOR METHODS FOR UTILITY LOCATINGSHALL AT A MINIMUM INCLUDE UTILIZING A UTILITY LOCATING COMPANY,HYDRO EXCAVATION, SOFT DIG AND POT HOLING.

EXISTING/RECORD UTILITIES NOTE

NOTES:

· ALL CONSTRUCTION AT PROJECT SITE WILL USE BESTMANAGEMENT PRACTICES INCLUDING SOIL EROSION CONTROLMEASURES, AS ALSO REQUIRED BY LOCAL JURISDICTION, &NOTED ON THE CONSTRUCTION DRAWINGS.

· CONTRACTOR SHALL RESTORE & REPAIR ANY DAMAGED AREASCAUSED BY CONSTRUCTION TO ORIGINAL OR BETTERCONDITION.

· ALL NEW WORK TO BE PERFORMED PER…

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File details come from the government source that posted it. Updated Mar 11, 2026.