CAP2607_IFB_Plans.pdf

PDF 33 MB Posted Jan 15, 2026

Attached to: 2026 Catalpa Drive Resurfacing Improvements
Solicitation number: Contract CAP2607
Issued by: Oakland County, Michigan

About this file

Written by GovTribe AI · Jan 19, 2026

This is an Invitation for Bid (IFB) issued by the City of Royal Oak, Michigan, for the 2026 Catalpa Drive Resurfacing Improvements project (Contract CAP2607). The project encompasses comprehensive infrastructure rehabilitation along Catalpa Drive spanning approximately 56 miles from Woodward Avenue to Main Street, including asphalt and concrete milling, pavement resurfacing, water main installation and replacement, curb and gutter construction, sidewalk and driveway improvements, utility work, and traffic control implementation. The scope includes removal and replacement of existing pavement, installation of new concrete and asphalt surfaces, water service replacements, drainage structure adjustments, and site restoration. Bid submissions are due no later than 12:00 pm on Thursday, February 5, 2026, through the city's procurement portal at https://procurement.opengov.com/portal/romi. Questions regarding the project must be submitted through the procurement portal by 12:00 pm on Thursday, January 29, 2026. The project is scheduled to commence on April 20, 2026, with final completion required by November 13, 2026, allowing for a maximum 35-calendar-day full road closure during Phase 3 of construction.

The city intends to award the contract to the lowest responsive bidder that best serves municipal interests, with bid evaluation based on price (30 points), corporate accountability (20 points), workplace safety (25 points), workforce development (15 points), and social equity (10 points). Contractors must comply with the City of Royal Oak Ordinance 2022-07, the Responsible Contractor Ordinance, applicable to contracts exceeding $250,000, and demonstrate compliance with federal and state employment laws through submission of detailed construction schedules, equipment lists, safety programs, and workforce documentation. Successful bidders must execute performance and payment bonds at 125 percent of the total contract amount and maintain comprehensive insurance coverage, including commercial general liability and automobile liability insurance with minimum limits of $3,000,000. No specific budget amount is stated in the procurement materials, though the comprehensive nature of infrastructure improvements and detailed specifications indicate a substantial municipal capital investment. The project requires contractors to furnish all labor, materials, tools, equipment, and supervision necessary to complete the work in accordance with project specifications and the City of Royal Oak Standard Specifications for Construction.

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Other files

File	Type	Posted
2026_Catalpa_Drive_Resurfacing_Improvements.pdf	PDF	Jan 15, 2026
CAP2607_Construction_Contract.pdf	PDF	Jan 15, 2026
Hold_Harmless_-_generic.pdf	PDF	Jan 15, 2026
Contractors_affidavit_-_generic.pdf	PDF	Jan 15, 2026
Bond-standard_-_generic.pdf	PDF	Jan 15, 2026
Catalpa_Drive_Pavement_Core_Report.pdf	PDF	Jan 15, 2026
CAP2607_Project_Specifications.pdf	PDF	Jan 15, 2026
CAP2607_IFB_Plans.pdf	PDF	Jan 15, 2026

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RED RUN

GOLF CLUB

ROYAL OAK CEMETERY

OAKVIEW CEMETERY

ST. MARY'S CEMETERY

PARK

CLAWSON

PARK

MARKS

PARK

WAGNER

PARK

MARAIS

RED RUN PARK

PARK

CODY

PARK

GRANT

PARK

SOUTH

BARTON

PARK

WHITTIER

PARK

LOCKWOOD

PARK

MEININGER

PARK

NORTH

BARTON

PARK

WATERWORKS

PARK

BEECHWOOD

PARK

HUDSON

MILTON HEY-

PARK

PLAZA

EAGLE

COUNTY

OAKLAND

THESE PLANS WERE PREPARED BY

THE CITY OF ROYAL OAK

PAGESSHEET INDEX

GENERAL PROVISIONS:

DEVICES.

EDITION OF THE MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL

UNDER THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2011

ALL PAVEMENT MARKINGS AND TRAFFIC CONTROL SIGNS PLACED 4.

THE LENGTHS AND DISTANCES SHOWN ON THESE PLANS ARE IN FEET.3.

PHONE (800) 482-7171, OR 811.

TO BE PERFORMED IN ACCORDANCE WITH THIS CONTRACT:

A MINIMUM OF THREE WORKING DAYS PRIOR TO UNDERGROUND WORK

CONDITION OF THIS CONTRACT, NOTICE SHALL BE GIVEN TO MISS DIG

LOCATIONS SHOWN. PURSUANT TO ACT 174 OF THE PA OF 2013 AS A

BE RESPONSIBLE FOR ANY OMISSION OR VARIATIONS FROM THE

TAKEN FROM THE BEST AVAILABLE DATA. THE DEPARTMENT WILL NOT

THE LOCATION OF ALL PUBLIC UTILITIES SHOWN ON THESE PLANS IS 2.

PROVISIONS FOR THE PROJECT.

AS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIAL

FOR CONSTRUCTION AND SUPPLEMENTAL SPECIFICATIONS EXCEPT

DEPARTMENT OF TRANSPORTATION 2020 STANDARD SPECIFICATIONS

STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE MICHIGAN

BE IN ACCORDANCE WITH THE CURRENT CITY OF ROYAL OAK

THE IMPROVEMENTS COVERED BY THESE PLANS SHALL 1.

70WRC SESC DETAILS

66-69PROJECT DETAILS

35-65MAINTENANCE OF TRAFFIC

21-34PAVING AND GRADING

17-20WATER MAIN PROFILES

5-16REMOVALS AND UTLITIES

4CROSS SECTIONS

2-3LEGEND AND NOTES

1COVER SHEET

CITY OF ROYAL OAK

ENGINEERING DIVISION

CONTRACT CAP2607

2026 CATALPA DRIVE RESURFACING IMPROVEMENTS

WOODWARD AVENUE TO MAIN STREET

CATALPA DRIVE

12 MILE ROAD

11 MILE ROAD

W O

O D

W A

R D A

V E

N U

C R

O O

K S R

O A

M A

T R

E E

LINCOLN AVENUE

WEBSTER ROAD

COUNTY KEY

PROJECT LOCATION

PAVEMENT, SIDEWALK, AND DRIVEWAY NOTES

PAVEMENT, SIDEWALK, AND DRIVEWAY NOTES (CONTINUED)

(72 HOURS NOTIFICATION IS REQUIRED).

AND THE CITY OF ROYAL OAK AT 248.246.3260 FOR FIELD LOCATIONS OF BURIED UTILITIES

BEFORE STARTING ANY EXCAVATION, THE CONTRACTOR SHALL CALL MISS DIG AT 8-1-1 20.

TO BIDDING ON THE PROJECT.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN EXISTING FIELD CONDITIONS PRIOR19.

IS 6" OR THICKER.

NEW CURB & GUTTER SHALL BE DOWLED INTO EXISTING CONCRETE BASE WHERE BASE18.

BY THE ENGINEER.

THE CONDITION OF THE PAVEMENT TO BE RESURFACED HAS BEEN INSPECTED & APPROVED

THE CONTRACTOR SHALL NOT PLACE ANY PRIME COAT OR BITUMINOUS MIXTURE UNTIL 17.

AND DISPOSAL OF THE MATERIAL.

THE WORK OF TEMPORARY PATCHING WITH BITUMINOUS MIXTURE SHALL INCLUDE REMOVAL16.

UNLESS OTHERWISE NOTED.

SHALL BE INSTALLED IN THE EXISTING CURBING. INSTALL 15' RADII AT INTERSECTIONS

EXPANSION JOINT IS NOT INDICATED ON THE PLANS, EXPANSION ANCHORED HOOK BOLTS

WHERE NEW CONCRETE CURB OR CURB & GUTTER MEETS EXISTING CURBING AND AN 15.

WARNING SURFACE SHALL BE INSTALLED AS DESCRIBED UNDER THE PROJECT SPECIFICATIONS.

SPECIFICATIONS FOR CONSTRUCTION OR LATEST MDOT R-28-K STANDARD PLAN. A DETECTABLE

SIDEWALK RAMPS SHALL CONFORM TO DETAILS PROVIDED IN THE CITY OF ROYAL OAK STANDARD 14.

SAW CUT 1/8'' WIDE RATHER THAN TOOLED.

WHEN DIRECTED BY THE ENGINEER, LONGITUDINAL JOINTS IN SIDEWALK SHALL BE

PLANE-OF-WEAKNESS JOINTS IN DRIVEWAY AND SIDEWALK SHALL BE TOOLED JOINTS.13.

DRIVEWAY AND SIDEWALK SHALL BE 1/2'' WIDE FIBER JOINT FILLER.

STRUCTURES SUCH AS HYDRANTS AND CONCRETE BASES FOR POLES. EXPANSION JOINTS ALONG

EXPANSION JOINTS SHALL BE PROVIDED FULL DEPTH AND 1" THICK BETWEEN PAVEMENT AND RIGID 12.

SEALED 1/2" PAPER.

A 1/4" WIDE BY 6" OR 8" HIGH CONSTRUCTION (DUMMY) PAPER CAN BE USED IN LIEU OF A

TOP OF PAPER SHALL BE GROUND DOWN AND JOINT SEALED FLUSH WITH TOP OF CURB.

WHERE CONCRETE DRIVEWAY APPROACH, SIDEWALK, OR SIDEWALK RAMP ADJOINS BACK OF CURB.

A 1/2'' WIDE BY 6'' OR 8" HIGH EXPANSION PAPER SHALL BE INSTALLED AT BACK OF CURB 11.

OF THIS REQUIREMENT IS TO MINIMIZE ANY INCONVENIENCE TO ABUTTING PROPERTY OWNERS.

DATE OF INSTALLATION OF THE NEW ADJACENT PAVEMENT AT EACH LOCATION. THE PURPOSE

CONCRETE DRIVEWAY AND SIDEWALK MUST BE PLACED WITHIN TWNETY-ONE (21) DAYS OF THE10.

HAND-POURED USING FLEXIBLE FORMS.

CONCRETE CURB & GUTTER WITHIN RADII AT STREET INTERSECTIONS SHALL BE 9.

ENGINEER. EXPANSION JOINTS IN CURB & GUTTER SHALL BE 1'' WIDE FIBER JOINT FILLER.

EXPANSION JOINTS SHALL BE PROVIDED IN CURB & GUTTER AT THE LOCATIONS DIRECTED BY THE8.

SEALING OF THESE JOINTS IS NOT REQUIRED.

AT THE LOCATIONS INDICATED ON THE PLANS OR AS MARKED BY THE ENGINEER.

JOINTS SHALL BE PROVIDED IN CONCRETE CURB, CURB & GUTTER, DRIVEWAY, AND SIDEWALK 7.

THE SUBGRADE SHALL BE GRADED AND COMPACTED TO 95% MODIFIED PROCTOR DENSITY.

THE FREE EDGES OF THE DRIVEWAY AND SIDEWALK. PRIOR TO PLACING THE AGGREGATE BASE, SHALL BE INSTALLED BENEATH ALL CONCRETE DRIVEWAY AND SIDEWALK TO LINES 6'' OUTSIDE

WHEN DIRECTED BY THE ENGINEER, A 4'' THICK AGGREGATE BASE OF 21AA CRUSHED LIMESTONE 6.

SHALL RECEIVE A FINAL SAW CUT, BACKER ROD, AND HOT-POURED RUBBER-ASPHALT SEALANT.

ALL JOINTS WITHIN CONCRETE PAVEMENT CONCRETE PAVEMENT DETAILS AND SPECIFICATIONS.

NON REINFORCED CONCRETE PAVEMENT WITH INTEGRAL CURB SHALL CONFORM TO THE 5.

SHALL NOT EXCEED 12'.

JOINTS OR CRACKS. TRANSVERSE JOINT SPACING SHALL NOT EXCEED 15'. LONGITUDINAL SPACING

THE PROJECT SPECIFICATIONS. LOCATION OF JOINTS SHALL ALIGN WITH SAW CUTS AND EXISTING

JOINTS SHALL BE PROVIDED IN NEW CONCRETE AND CONCRETE BASE COURSE AS DESCRIBED IN

SYMBOL (E3) JOINTS, TRANSVERSE PLANE-OF-WEAKNESS JOINTS, AND LONGITUDINAL LANE-TIE 4.

INSTALLED ON METAL SPADES AT 3' ON CENTER MAXIMUM.

DRIVEWAY AND SIDEWALK SHALL BE MADE USING EPOXY COATED #5 DEFORMED BARS 2' LONG

& SEALANT SHALL NOT BE PROVIDED. CONSTRUCTION JOINTS IN SAW CUT, BACKER ROD,

SYMBOL (B) AND (H) JOINTS AS SHOWN IN THE DETAILS ON THESE PLANS, EXCEPT THE FINAL

IN CONCRETE BASE COURSE. CONSTRUCTION JOINTS IN CONCRETE BASE COURSE SHALL BE

PROPERTIES AS DETAILED. KEYED JOINTS SHALL NOT BE PROVIDED AT CONSTRUCTION JOINTS

COURSE, CURB & GUTTER, DRIVEWAY, AND SIDEWALK TO MAINTAIN TRAFFIC AND ACCESS TO

THE CONTRACTOR SHALL PROVIDE CONSTRUCTION JOINTS IN CONCRETE PAVEMENT, BASE3.

THE JOINT (L2) DETAIL AND SPACING SHALL NOT EXCEED 36'' ON CENTER.

COATED. EXPANSION ANCHORED HOOK BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH

ALL #5 DEFORMED BARS AND ALL #4 BARS INSTALLED FOR THIS PROJECT SHALL BE EPOXY2.

SHALL BE BACKFILLED WITH CRUSHED CONCRETE AS DESCRIBED IN THE PROJECT SPECIFICATIONS.

OF 9''. SUBGRADE UNDERCUTTING SHALL BE PERFORMED WHEN DIRECTED BY THE ENGINEER AND

SUBGRADE SHALL BE GRADED AND COMPACTED TO 95% MODIFIED PROCTOR DENSITY TO A DEPTH

AND TO LINES 12'' OUTSIDE THE BACK OF CURB. PRIOR TO PLACING THE AGGREGATE BASE, THE

SHALL BE INSTALLED BENEATH CONCRETE PAVEMENT, BASE COURSE, 24'' WIDE CURB & GUTTER, WHEN DIRECTED BY THE ENGINEER, A 6'' THICK AGGREGATE BASE OF 21AA CRUSHED LIMESTONE1.

IN THE FIELD BY THE CITY.

PROGRAM. APPROXIMATE LOCATIONS OF PAVEMENT PATCHING ARE SHOWN ON THE PLANS AND WILL BE MARKED

THE PROJECT REQUIRES REPLACEMENT OF CONCRETE PANELS AS PART OF THE CITY'S ROAD MILLAGE 44.

IMMEDIATE SUSPENSION OF THE CONCRETING OPERATIONS.

CURING COMPOUND. FAILURE TO PROVIDE PROPER CURING WILL BE CONSIDERED AS SUFFICIENT CAUSE FOR

THE SLAB, THE SLAB SHALL BE COMPLETELY COATED AND SEALED WITH A UNIFORM LAYER OF WHITE MEMBRANE

AFTER FINISHING OPERATIONS ARE COMPLETED AND IMMEDIATELY AFTER FREE WATER HAS LEFT THE SURFACE OF 43.

PROPERTY UNTIL AUTHORIZED BY THE CITY.

THE ENGINEER WILL OBTAIN ANY NECESSARY GRADING AGREEMENTS. DO NOT PERFORM WORK ON PRIVATE 42.

ALL NEW ROADWAY CONCRETE SHALL BE 8-INCH THICK ON THIS PROJECT UNLESS OTHERWISE NOTED.41.

DIRECTED BY ENGINEER (0.5" MIN.).

CURB ELEVATIONS AT DRIVEWAYS ARE NOT SHOWN. DRIVEWAY LIPS SHALL BE 1.5" HIGH UNLESS OTHERWISE

TOP OF CURB ELEVATIONS SHOWN IN PROFILE AND ON PLAN ARE TYPICALLY FOR FULL-HEIGHT CURB; DROPPED 40.

DOWN AND JOINT SEALED OR 1/4" CONTRACTION (DUMMY) PAPER SHALL BE USED.

FULL DEPTH 1/2" EXPANSION PAPER PLACED AT THE BACK OF CURB WITHIN HANDICAP RAMPS SHALL BE GROUND 39.

BARS SHALL BE USED.

NO WOODEN GRADE PINS / STAKES SHALL BE USED WITHIN THE NEW CONCRETE. ONLY EPOXY COATED STEEL 38.

HONEYCOMB AREAS AT THE BACK OF CURB SHALL BE PATCHED.

ALL NEW CONCRETE PAVEMENT WITH OR WITHOUT INTEGRAL CURB AND GUTTER SHALL BE VIBRATED. 37.

AND/OR SIDEWALKS.

CONCRETE SLURRY CREATED FROM SAWCUTTING OPERATION MUST BE IMMEDIATELY WASHED OFF THE ROADWAY 36.

OF EXISTING CONCRETE.

NEW SECTIONS OF CONCRETE PAVEMENT AND SIDEWALK SHALL BE PLACED ADJACENT TO A STRAIGHT EDGE 35.

OTHERWISE APPROVED.

CONSTRUCTION OPERATIONS SHALL ALLOW FOR ONE LANE OF THROUGH TRAFFIC AT ALL TIMES UNLESS34.

PROVIDE TRAFFIC CONTROL IN ACCORDANCE WITH MMUTCD.33.

PAVING CROSS SLOPES SHALL BE 2% UNLESS OTHERWISE NOTED.32.

LOCATIONS WHERE NEW CURBING WILL NOT RESOLVE PONDING AND DRAINAGE ISSUES.

PRIOR TO CURB INSTALLATION, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER IF THERE ARE 31.

WRITTEN APPROVAL FROM THE CITY ENGINEER IS REQUIRED FOR USE OF HIGH EARLY STRENGTH CONCRETE.30.

INCLUDED IN THE UNIT PRICES OF THE CONTRACT.

SERVICES BEHIND THE CURB, WITHIN LIMITS OF CURB REMOVAL, AND THIS WORK SHALL BE CONSIDERED

SHALLOW GAS SERVICES ARE ANTICIPATED ON THIS PROJECT. THE CONTRACTOR SHALL HAND DIG ALL GAS29.

COMPLETE IN A PARTICULAR AREA.

CONDITIONS. THE ENGINEER WILL MARK THE LIMITS OF FULL-DEPTH REMOVAL AFTER MILLING WORK IS

FULL-DEPTH PAVEMENT REMOVAL LIMITS SHOWN HEREIN IN THE PLANS ARE AN ESTIMATE BASED ON SURFACE28.

ON THE INSPECTOR'S FIELD MARKINGS. HAND WORK MAY BE REQUIRED FOR SMALLER SEGMENTS.

PROPOSED CURB WORK NOTED ON THE PLANS CAN BE ADDED OR ELIMINATED FROM EACH ROADWAY BASED27.

IN GUTTER PANS.

HAND PATCHING SHALL BE PERFORMED AT LOCATIONS MARKED BY THE ENGINEER, INCLUDING JOINTS MARKED26.

MADE AFTER THE SURFACE IS READY FOR THE TOP COURSE AND JUST PRIOR TO PLACING THE TOP COURSE.

IN HMA SURFACES, THE FINAL ADJUSTMENT OF ALL CASTINGS OR ROAD BOXES TO FINISHED GRADE SHALL BE 25.

MAINTAINED BY THE CONTRACTOR, AND SHALL BE CONSIDERED INCLUDED IN THE UNIT PRICES OF THE CONTRACT.

INLET FILTERS SHALL BE INSTALLED IN ALL CATCH BASINS INFLUENCED BY THE WORK, AND SHALL BE REGULARLY 24.

FOR SEPARATELY, BUT SHALL BE CONSIDERED AS INCLUDED IN THE UNIT BID PRICES OF THE CONTRACT.

IMPROVEMENT, ALL DRAINAGE STRUCTURES SHALL BE FREE OF DIRT AND DEBRIS. THIS WORK WILL NOT BE PAID

FLOW OF WATER SHALL BE REMOVED AT THE CLOSE AT EACH WORKING DAY. PRIOR TO ACCEPTANCE OF THE

ANY LOOSE MATERIAL DEPOSITED IN THE FLOW LINE OF DRAINAGE STRUCTURES, WHICH OBSTRUCTS THE NATURAL 23.

LOCATIONS OF PAVEMENT PATCHING AND CURBING REMOVALS WILL BE DETERMINED IN THE FIELD BY THE ENGINEER.22.

PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PROPOSED ITEMS OF WORK SPECIFIED.

CURBS AND GUTTERS AND CONDITIONS IN THE FIELD UNLESS OTHERWISE SHOWN. THE TRANSITIONS SHALL BE

10 FEET TRANSITIONS SHALL BE USED TO MATCH PROPOSED CURB AND GUTTER ITEMS OF WORK TO EXISTING 21.

RESTORATION NOTES

SOIL EROSION NOTES

ANY SIGNS REMOVED AND SALVAGED SHALL BE REINSTALLED INCIDENTAL TO CONTRACT.6.

NEW ORNAMENTAL TREES SHALL BE PLANTED BETWEEN SEPTEMBER 1 AND OCTOBER 15.5.

OR REPLACE DAMAGED TREES AS DIRECTED BY THE ENGINEER.

TREES SHALL BE PROTECTED THROUGHOUT CONSTRUCTION. THE CONTRACTOR SHALL TRIM 4.

RESTORED WITH SEED AND MULCH BLANKET AS DIRECTED BY THE ENGINEER.

DIRECTED BY ENGINEER. AREAS WITH LARGE TREE CANOPY COVER MAY BE PARTIALLY

ALL LOCAL STREETS SHALL BE RESTORED WITH TOPSOIL AND CLASS A SOD UNLESS OTHERWISE 3.

NEW TOPSOIL SHALL BE PLATE COMPACTED.2.

ON THE PLANS. AREAS WITH NEW SEED OR SOD ARE NOTED.

ALL DISTURBED AREAS WITHIN THE PROJECT SHALL BE RESTORED. DISTURBED AREAS ARE NOT SHOWN 1.

AND SILTY SOILS; ON LAKE PLANS AND MORAINES.

NEARLY LEVEL AND GENTLY UNDULATING, SOMEWHAT POORLY DRAINED AND POORLY DRAINED LOAMY

SOILS WITHIN THE LIMITS OF CONSTRUCTION ARE URBAN LAND-BLOUNT-LENAWEE: URBAN LAND AND 4.

LIMIT STRUCTURE.

STRUCTURE IF THE SLOPE OF THE ROADWAY OR INTERSECTION PITCHES TO DRAINAGE DOWNHILL FROM WORK ZONE

EROSION CONTROL COUNTERMEASURES SHALL BE PLACED OUTSIDE WORK ZONE LIMITS TO THE NEAREST DRAINAGE 3.

IMPROVEMENT LIMITS.

EROSION CONTROL COUNTERMEASURES SHALL BE PLACED INSIDE ALL DRAINAGE STRUCTURES WITHIN 2.

THE SOIL EROSION CONTROLS WILL BE MAINTAINED WEEKLY AND AFTER EVERY STORM EVENT BY THE CONTRACTOR.1.

GENERAL NOTES

PLACED WITHIN THE TRENCH.

THE CONTRACTOR SHALL CLEAN UP THE WORK SITE DAILY. NO GARBAGE OR DEBRIS SHALL BE2.

ALL CONSTRUCTION EQUIPMENT SHALL HAVE RUBBER TIRES OR RUBBER TRACKS.1.

PROJECT COORDINATION NOTES

WERE DAMAGED BY DRILLING. SEWERS DEEPER THAN EIGHT FEET DO NOT NEED TO BE TELEVISED.

ALL SEWERS AFTER INSTALLATION AND BEFORE PAVEMENT REPLACEMENTS TO VERIFY NO SEWERS FOR ANY STREET WITH WATER SERVICES INSTALLED BY DRILLING, THE CONTRACTOR SHALL TELEVISE 17.

ALL LONG-SIDE WATER SERVICES SHALL BE DRILLED UNLESS OTHERWISE DIRECTED.16.

NOT CLOSE TWO ADJACENT STREETS, AND ACCOMMODATIONS FOR DRIVEWAYS SHALL BE PROVIDED.

ENGINEER, AND SHALL NOT BEGIN WORK WITHOUT PLAN APPROVAL. PIPE STAGING SHALL THE

THE CONTRACTOR SHALL PROVIDE PROPOSED BORE PIT LOCATIONS AND PIPE STAGING AREAS TO 15.

24-HOUR ADVANCE NOTICE BY THE CONTRACTOR. (SOCWA CONTACT NUMBER: 248-288-5150)

WATER SAMPLING IS PERFORMED BY SOCWA ON MONDAY THROUGH THURSDAY AND REQUIRES 14.

DISINFECT WATER MAIN AND CONDUCT BACTERIAL ANALYSIS IN ACCORDANCE WITH ANSI/AWWA C651.13.

RIGHT-OF-WAY.

ALL WATER MAIN INSTALLED UNDER THIS PROJECT IS WITHIN THE CITY OF ROYAL OAK 12.

THE BID. A LIST OF ADDRESSES WILL BE PROVIDED PRIOR TO CONSTRUCTION.

AND THE CITY HAS ESTIMATED THE NUMBER OF PRIVATE SERVICE REPLACEMENTS FOR

OUTLINED IN THE SPECIFICATIONS. ANTICIPATED LOCATIONS ARE SHOWN ON THE PLANS

PRIVATE WATER SERVICE-REPLACEMENT AND RELOCATION OF METER INSIDE BUILDING" AS

ITEMS "CASE 1 PRIVATE WATER SERVICE-REPLACEMENT TO THE METER" AND "CASE 2

CONTRACTOR SHALL REPLACE THE SERVICE LINE 18 INCHES INTO THE BUILDING UNDER

WHERE LEAD OR GALVANIZED SERVICES ARE ENCOUNTERED ON PRIVATE PROPERTY, THE 11.

RESTORATION PAY ITEM.

DISTURBANCES INSTALLING THE NEW LEAD SHALL BE RESTORED AS REQUIRED UNDER THE PROJECT ALL WATER SERVICE LINES SHALL BE REPLACED FROM THE WATER MAIN TO THE SERVICE BOX. ALL10.

NOTED.

DRAWINGS. ALL NEW WATER SERVICE CONNECTIONS SHALL BE 1'' DIAMETER UNLESS OTHERWISE ASSUME EXISTING WATER SERVICES ARE 3/4'' DIAMETER UNLESS OTHERWISE INDICATED ON THE 9.

SHALL COMPLY WITH AWWA STANDARDS.

PRESSURE AND CHLORINATION TEST RESULTS ARE APPROVED BY THE ENGINEER. ALL TESTING

WATER MAIN CONNECTIONS SHALL BE MADE TO EXISTING WATER LINES ONLY AFTER SUCCESSFUL 8.

DIRECTED BY THE ENGINEER.

WATER MAIN INSTALLATION SHALL MAINTAIN 5.5 FT. MINIMUM VERTICAL DEPTH OF COVER AS 7.

WITH AN ELEVATION DIFFERENCE OF AT MINIMUM 18 INCHES.

AND THE OTHER UTILITIES, THEN THEY SHALL BE IN TWO DIFFERENT TRENCHES OR EMBANKMENTS IF 10 FT. HORIZONTAL SEPARATION CANNOT BE MAINTAINED BETWEEN THE PROPOSED WATER MAIN6.

SANITARY AND STORM LINES UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

WATER MAIN INSTALLATION SHALL MAINTAIN 10 FT MINIMUM HORIZONTAL CLEARANCE FROM EXISTING 5.

SEPARATION IN CROSSING AREAS, THEN THE WATER MAIN SHALL BE ENCASED IN CONCRETE.

IF THE PROPOSED WATER MAIN AND OTHER UTILITY CANNOT MAINTAIN 18 INCH VERTICAL 4.

EXISTING SANITARY AND STORM LINES AS DIRECTED BY THE ENGINEER.

WATER MAIN INSTALLATION SHALL MAINTAIN 1.5 FT. MINIMUM VERTICAL CLEARANCE WHEN CROSSING 3.

PLACED WITHIN THE TRENCHES.

THE CONTRACTOR SHALL CLEAN UP THE WORK SITE DAILY. NO GARBAGE OR DEBRIS SHALL BE2.

ROYAL OAK STANDARD SPECIFICATIONS.

ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT VERSION OF THE CITY OF1.

CONSTRUCTION SPECIFICATION BOOK.

THE CONCRETE MIX SPECIFICATIONS HAVE BEEN REVISED AND ARE AVAILABLE IN THE ROYAL OAK 20253.

PLANT REPLACEMENT TREES AS DIRECTED.

TREES TO HAVE PLANTED AS DESCRIBED IN THE CONTRACT SPECIFICATIONS. CONTRACTOR SHALL WHERE TREES ARE REMOVED ON THIS PROJECT, REDISDENTS WILL BE GIVEN THE OPTION OF SEVERAL 2.

REFER TO PROJECT LOCATION MAP ON THE CITY'S WEBSITE AT WWW.ROMI.GOV/ENGINEERING.

THE CITY WILL BE PERFORMING OTHER CONSTRUCTION PROJECTS WITHIN THE VICINITY OF THIS PROJECT.1.

WATER MAIN NOTES

MISS DIG

Know What's Below, Call

1-800-482-7171 OR 8-1-1

NUMBER

SHEET

SHEETS

TOTALDRAWN

SLG

CHECKED

DESIGNED

DATE

REVISED

SLG

HJD

1/7/26

CAP2607

PROJECT NAME:

702CATALPA DRIVE

PROJECT LEGEND AND NOTES

C-#

EJIW SANITARY/COMBINED 1040 TYPE A

EJIW STORM 1040 TYPE C

EJIW GATE WELL 1040 TYPE A

EJIW CATCH BASIN GRATE 1040 TYPE M1 - FULL CURB HEIGHT

EJIW CATCH BASIN GRATE 1040 TYPE M1 - RADIAL FLAT

EJIW RESTRICTED CATCH BASIN 1040 TYPE C - 2-SLOT

EJIW RESTRICTED CATCH BASIN 1040 TYPE C - 4-SLOT

EJIW CATCH BASIN GRATE 1040 TYPE M1 - DROP CURB HEIGHT

MISS DIG

Know What's Below, Call

1-800-482-7171 OR 8-1-1

NUMBER

SHEET

SHEETS

TOTALDRAWN

SLG

CHECKED

DESIGNED

DATE

REVISED

SLG

HJD

1/14/26

CAP2607

PROJECT NAME:

703CATALPA DRIVE

PROJECT LEGEND AND NOTES

DRAINAGE STRUCTURE COVER LEGEND:

F O

SURFACING

UTILITIES

COMBINED SEWER

WATER

SANITARY SEWERCOMBINED SEWER

COMMUNICATION

NATURAL GAS

CABLE - OUT OF SERVICE

CABLE

FIBER OPTIC - OUT OF SERVICE

FIBER OPTIC

CABLE - OVERHEAD

COMBINED SEWER - OUT OF SERVICE

COMBINED SEWER - TO BE REMOVED

SEWER

SEWER - OUT OF SERVICE

SEWER - TO BE REMOVED

MARKER

VALVE

WELL

GAS LINE - OUT OF SERVICE

GAS LINE

MARKER

PEDESTAL

UTILITY BOX

INTEGRAL CURB

CONCRETE PAVEMENT WITH

SIDEWALK & CURB RAMPS

LANDING

SIDEWALK REMOVAL

HMA RESURFACING

REMOVAL

PROPOSED

WITH OR WITHOUT ASPHALT CAP

CONCRETE PAVEMENT REMOVAL

DETECTABLE WARNING SURFACE

NOTE:

PROPOSED ITEMS ARE REPRESENTED BY HEAVIER LINE WEIGHTS.

EXISTING ITEMS ARE REPRESENTED BY THIN LINE WEIGHTS.

TELEPHONE

TELEPHONE - OVERHEAD

TELEPHONE - OUT OF SERVICE

TELEPHONE BOX

TELEPHONE PEDESTAL

FIBER OPTIC MARKER

CABLE MARKER

CABLE PEDESTAL

DRAINAGE

MANHOLE WITH COVER (DIA VARIES)

WATER MAIN

WATER MAIN - OUT OF SERVICE

WATER MAIN - TO BE REMOVED

IRRIGATION SPRINKLER HEAD

SERVICE METER

FIRE HYDRANT

GENERIC EXISTING UTILITIES

TELEPHONE MANHOLE

SERVICE

COMBINED SEWER - TO BE TAKEN OUT OF

SEWER - TO BE TAKEN OUT OF SERVICE

WATER MAIN - TO BE TAKEN OUT OF SERVICE

FIBER OPTIC - OVERHEAD

IRRIGATION CONTROL VALVE

GATE VALVE IN WELL

WATER WELL

SERVICE SHUTOFF

GATE VALVE AND BOX

UTILITY

IRRIGATION

MAINTAINING TRAFFIC

TYPE III BARRICADE

CHANNELIZING DEVICE - DRUM

WORK AREA

GUY ANCHOR

POLE

DROP INLET

FLOW DIRECTION ARROW

DRAINAGE STRUCTURE NUMBER

STORM SEWER - EXISTING

STORM SEWER

MANHOLE W/ COVER (DIA VARIES)

MANHOLE BASE W/ COVER (SIZE VARIES)

MANHOLE TEE W/ COVER (SIZE VARIES)

DRAIN CASTING

STORM SEWER - TO BE REMOVED

CATCH BASIN COVER - EXISTING

MANHOLE COVER - EXISTING

SEWER CLEANOUT ACCESS - EXISTING

BOUNDARIES SOIL EROSION & SEDIMENTATION CONTROL

PLAT - BLOCK LINE - LEGAL

PLAT - LIMIT - LEGAL

PARCEL - LEGAL

PLAT - LOT LINE - LEGAL

REFERENCE POINT

ABANDON

ADJUST

BULKHEAD

CUT AND CAP

REMOVE

SALVAGE

SAVE

SECTION

STRUCTURE NO. + CONTROL

REMOVAL

CONSTRUCTION

LABELING

PRESERVE MONUMENT

PROTECT MONUMENT

REMOVAL AND CONSTRUCTION

RELOCATE - BY OTHERS

ADJUST - BY OTHERS

ADJUST - STRUC COVER WITH TYPE

RELOCATE - WITH CASE NUMBER

ROW - FREE ACCESS

PRESERVE

PROTECT

SALV

ADJ

ADJ-B/O

REL-B/O

12345 OF S01

BADJ-

1REL-

INLET FILTER

SIGNS

POST - DOUBLE

POST - SINGLE

BAND - SINGLE

POST - CROSS STREET

BAND - DOUBLE

POST - DOUBLE - WITH BACK PANEL

POST - SINGLE - WITH BACK PANEL

PARCEL - NON-LEGAL

PLAT - BLOCK LINE - NON-LEGAL

PLAT - LOT LINE - NON-LEGAL

PLAT - LIMIT - NON-LEGAL

MONUMENT PRESERVATION

STRUCTURES

DRIVEWAY REMOVAL

COLD MILLING HMA PAVEMENT

INCLUDING SAWCUTTING

COLD MILLING CONCRETE PAVEMENT

CURB & GUTTER REMOVAL

WATER SERVICE - TRENCHING

WATER SERVICE - BORING

FIRE HYDRANT

REDUCER

GATE VALVE AND BOX

WATER MAIN

PROPOSED WATER MAIN

8" CONCRETE DRIVEWAY APPROACH

6" CONCRETE DRIVEWAY APPROACH

4" SIDEWALK

WATER MAIN UTILITY CROSSINGX01

BORINGS

PAVEMENT CORE

INSTALL 1045 FRAMES FOR MANHOLES AND CATCH BASINS

6" SIDEWALK

MESSAGE SIGN (PCMS)

PORTABLE CHANGEABLE

JERSEY BARRIERS

CURB AND GUTTER

WITH 4" HMA CAP

6"-9" CONCRETE BASE COURSE

10'

37'

8.5' 8.5'

PARKING LANE PARKING LANEDRIVING LANEDRIVING LANE

66' ROW

N O

R T

H R

O W

S O

U T

H R

O W

1' (WIDTH VARIES)

VARIES

2.0% 2.0%

VARIES

EXISTING CATALPA DRIVE TYPICAL CROSS SECTION

STA 10+41 TO STA 20+00

ENGINEER) (TYP.)

OR AS DIRECTED BY THE

(AS IDENTIFIED IN PLANS

REMOVE CURB & GUTTER

5.25" TO 8.5" ASPHALT

EXISTING SECTION:

SURFACE (4.0")

COLD MILL EX. ASPHALT

10'

37'

8.5' 8.5'

PARKING LANE PARKING LANEDRIVING LANEDRIVING LANE

66' ROW

5' 5'

N O

R T

H R

O W

S O

U T

H R

O W

1' (WIDTH VARIES)

VARIES

2.0% 2.0%

VARIES

EXISTING CATALPA DRIVE TYPICAL CROSS SECTION

STA 63+06 TO STA 65+50

STA 37+85 TO STA 38+43

STA 20+00 TO STA 32+16

ENGINEER) (TYP.)

OR AS DIRECTED BY THE

(AS IDENTIFIED IN PLANS

REMOVE CURB & GUTTER

0" TO 12" CONCRETE

4" TO 5.75" ASPHALT OVER

EXISTING SECTION:

ASPHALT SURFACE (4.0")

COLD MILL EX. BY THE ENGINEER (TYP.)

AFTER MILLING AS DIRECTED

REMOVE CONCRETE BASE

10'

37'

8.5' 8.5'

PARKING LANE PARKING LANEDRIVING LANEDRIVING LANE

66' ROW

5' 5'

N O

R T

H R

O W

S O

U T

H R

O W

1' (WIDTH VARIES)

VARIES

2.0% 2.0%

VARIES

EXISTING CATALPA DRIVE TYPICAL CROSS SECTION

STA 41+32 TO 63+06

STA 32+16 TO STA 37+85

DIRECTED BY THE ENGINEER) (TYP.)

(AS IDENTIFIED IN PLANS OR AS

INTEGRAL CURB & GUTTER

REMOVE CONCRETE PANEL WITH

0" TO 12" CONCRETE

4" TO 5.75" ASPHALT OVER

EXISTING SECTION:

ASPHALT SURFACE (4.0")

COLD MILL EX.

BY THE ENGINEER (TYP.)

AFTER MILLING AS DIRECTED

REMOVE CONCRETE BASE

2'2'

37'-47'

DRIVING LANEDRIVING LANE

66' ROW

5' 5'

N O

R T

H R

O W

S O

U T

H R

O W

1' (WIDTH VARIES)

VARIES

2.0% 2.0%

VARIES

EXISTING CATALPA DRIVE TYPICAL CROSS SECTION

STA 38+43 TO STA 41+32

ENGINEER) (TYP.)

OR AS DIRECTED BY THE

(AS IDENTIFIED IN PLANS

REMOVE CURB & GUTTER

10" CONCRETE

3" ASPHALT OVER

EXISTING SECTION:

PAVEMENT

AND REPLACE WITH CONCRETE

REMOVE COMPOSITE PAVEMENT

CONCRETE SURFACE (4.0")

COLD MILL EX.

5'' TO 7''

REVEAL VARIES

PROP. CURB

5'' TO 8''

REVEAL VARIES

PROP. CURB

21AA CRUSHED LIMESTONE21AA CRUSHED LIMESTONE

PAPER (TYP.)

1'' EXPANSION

3.0%3.0% 2%2%

8'' BASE

FOUNDATIONS AT ALL TIMES

PROTECT EX. BRIDGE

CONTRACTOR SHALL

END POINTS.

GUTTER SECTION WITHIN 8' OF FOUNDATION

FOUNDATIONS. TRANSITION TO TYPICAL

ADJACENT TO EAST AND WEST BRIDGE

INVERTED GUTTER SHALL BE INSTALLED

unknown)

(exact configuration

FOUNDATION

SOUTH BRIDGE

unknown)

(exact configuration

FOUNDATION

CENTER

unknown)

(exact configuration

FOUNDATION

NORTH BRIDGE

PROPOSED 9" NON-REINFORCED CONCRETEPROPOSED 9" NON-REINFORCED CONCRETE

6'' TO 8''

REVEAL VARIES

PROP. CURB

6'' TO 9''

REVEAL VARIES

PROP. CURB

16"

#4 BAR (TYP.)

EPOXY COATED

2' 18' 4.5' 18' 2'

PROPOSED CATALPA DRIVE TYPICAL CROSS SECTION

PAVEMENT SECTION UNDER RAILROAD BRIDGE

SAWCUT EDGE (4.0")

PAPER (TYP.)

1'' EXPANSION

MISS DIG

Know What's Below, Call

1-800-482-7171 OR 8-1-1

NUMBER

SHEET

SHEETS

TOTALDRAWN

SLG

CHECKED

DESIGNED

DATE

REVISED

SLG

HJD

1/14/26

PROJECT NAME:

704CATALPA DRIVE

CROSS SECTIONS AND PAVEMENT CORESCAP2607

16" DIWM

O C

W A

8" CIWM

ABANDONED 4" CIWM

8" CIWM

16" DIWM

24" STORM

8" SANITARY 8" SANITARY

8" SANITARY

U N

D R

U N

ABANDONED 4" S-MP

4" P-MP

ABANDONED 4" S-MP

4" P-MP

8" S-HP 8" S-HP

4" S-MP

5.25" ASPHALT

C-2

7.5" ASPHALT

C-1

INST. 1.5" SERVICE LINEINST. 2" SERVICE LINE

INST. 1 WATER SERVICE (2")

INST. 1 WATER SERVICE (1.5")

INST. 2 WATER SERVICES (1")

SERVICES

INST. 3 LF CL 54 8" DIWM

INST. 94 LF CL 54 12" DIWM

INST. 5 LF CL 54 16" DIWM

WOODWARD CONNECTION

CURB & GUTTER (TYP)

REMOVE CONCRETE

DRIVEWAY (TYP)

REMOVE CONCRETE

SIDEWALK (TYP)

REMOVE CONCRETE

PAVEMENT (TYP)

COLD MILLING ASPHALT

WITH OR WITHOUT ASPHALT CAP (TYP)

CONCRETE PAVEMENT REMOVAL

LINE (TYP)

INST. 1" SERVICE

CONNECTION PROFILE

SEE SHEET 17 FOR

COMPOSITE PAVEMENT

POB 10+36

TO BE ABANDONED

REPAIR

13447730.81, E = 365500.49N =

T01N R11E E06 - BRASS CAP, 7000

10" IE 653.98 (E)

8" IE 653.78 (W)

RIM 659.93

EX. SAN. MH

8" IE 652.77 (E & NW)

RIM 662.22

EX. SAN. MH

8" IE 652.63 (SE)

10" IE 652.43 (N)

RIM 661.83

EX. SAN. MH

10" IE 656.45 (E)

8" IE 656.55 (NW)

RIM 660.95

EX. SAN. MH

108" IE 629.24 (N & S) (COUNTY DRAIN)

12" IE 655.04 (SE)

12" IE 654.74 (NW)

12" IE 651.94 (NW)

12" IE 646.69 (SE)

RIM 659.34

EX. SAN. MH

8" IE 650.24 (E & W)

6" IE 656.14 (E)

RIM 659.99

EX. SAN. MH

UNKNOWN PIPE SIZE - FULL OF WATER

TOP OF PIPE 654.46 (E & W)

RIM 659.61

EX. WATER MH

UNKNOWN PIPE SIZE - FULL OF WATER

TOP OF PIPE 656.58 (NW & SE)

RIM 662.28

EX. WATER MH

UNKNOWN PIPE SIZE - FULL OF WATER

TOP OF PIPE 658.14 (NW & SE)

RIM 661.64

EX. WATER MH

UNKNOWN PIPE SIZE - FULL OF WATER

TOP OF PIPE 615.98 (E & NW)

RIM 662.08

EX. WATER MH

8" TOP OF PIPE 615.98 (NE)

RIM 662.63

EX. WATER MH

10" IE 656.35(N)

RIM 659.20

EX. STM. CB

12" IE 654.62 (SE)

12" IE 654.62 (W)

RIM 661.02

EX. STM. CB

12" IE 655.18 (W)

12" IE 655.03 (E)

RIM 661.33

EX. STM. CB

12" IE 655.28 (W)

12" IE 655.25 (E)

3" IE 658.28 (SE)

RIM 660.83

EX. STM. CB

12" IE 655.52 (E)

RIM 660.87

EX. STM. CB

12" IE 652.01 (N)

12" IE 651.97 (SE)

6" IE 656.21 (N)

RIM 659.81

EX. STM. CB

12" IE 655.28 (NW)

12" IE 655.23 (E)

10" IE 656.03 (S)

RIM 659.13

EX. STM. CB

24" IE 650.81 (E & NW)

10" IE 653.16 (NE)

RIM 659.86

EX. STM. MH

CATALPA DRIVE, 220' +/- WEST OF IROQUOIS BOULEVARD.

BENCHTIE IN SOUTH FACE OF UTILITY POLE, SOUTH SIDE OF

BM #305 ELEV. 660.39

S.L.S.L.S.L.

S.L.

N82°24'15"E

10 11 12 13 141010

S T

A R

P O

WS - 7' S-NBL

27958 WOODWARD AVENUE

WS - 8 1/2' E-EBL

1712 CATALPA DRIVE

WS - 2' W-WBL

1706 CATALPA DRIVE

WS - 17'-6" E-EBL OFF VINSETTA

28000 WOODWARD AVENUE

WS - 1' W-EBL N. OF WALK

28000 WOODWARD AVENUE

WS - 1' W-EBL N. OF WALK

NO ADDRESS AVAILABLE

E S

E C

E S

O D

W A

R D A

V E

N U

66 FEET WIDE

CATALPA DRIVE

N82°24'15"E

10 11 12 13 141010

S T

A R

P O

WS - 7' S-NBL

27958 WOODWARD AVENUE

WS - 8 1/2' E-EBL

1712 CATALPA DRIVE

WS - 2' W-WBL

1706 CATALPA DRIVE

WS - 17'-6" E-EBL OFF VINSETTA

28000 WOODWARD AVENUE

WS - 1' W-EBL N. OF WALK

28000 WOODWARD AVENUE

WS - 1' W-EBL N. OF WALK

NO ADDRESS AVAILABLE

E S

E C

O D

W A

R D A

V E

N U

66 FEET WIDE

CATALPA DRIVE

MISS DIG

Know What's Below, Call

1-800-482-7171 OR 8-1-1

NUMBER

SHEET

SHEETS

TOTALDRAWN

SLG

CHECKED

DESIGNED

DATE

REVISED

SLG

HJD

1/13/26

1" = 40'

20 40

CAP2607

PROJECT NAME:

5CATALPA DRIVE STA 10+00 TO 15+00

WATER MAIN AND REMOVAL PLAN

1. ALL CURB AND CONCRETE REMOVALS WILL BE MARKED BY THE ENGINEER

NOTES

LEGEND

M A

T C

H L

T A

WATER MAIN - TO BE REMOVED

WATER MAIN - TO BE TAKEN OUT OF SERVICE

WATER MAIN - OUT OF SERVICE

WATER MAIN UTILITY CROSSING

WATER SERVICE - BORING

WATER SERVICE - TRENCHING

WATER MAIN

REDUCER

GATE VALVE & BOX

FIRE HYDRANT

INLET FILTER

CURB & GUTTER REMOVAL

COLD MILLING CONCRETE PAVEMENT

COLD MILLING HMA PAVEMENT

DRIVEWAY REMOVAL

SIDEWALK REMOVAL

WITH OR WITHOUT ASPHALT CAP

CONCRETE PAVEMENT REMOVAL

X01

20" STORM

8" CIWM

16" DIWM

24" STORM

20" STORM

8" SANITARY 8" SANITARY

8" SANITARY

A R

16" DIWM

4" P-MP

ABANDONED 4" S-MPABANDONED 4" S-MP

8" S-HP

H P

M P

W 8.5" ASPHALT

C-3

X01

X02

X03

X04

INST. 1.5" SERVICE LINE

INST. 1 WATER SERVICE (1.5")

INST. 9 WATER SERVICES (1")

SERVICES

INST. CASE 1 W.S.

INST. 11 LF CL 54 6" DIWM

INST. 64 LF CL 54 8" DIWM

IROQUOIS CONNECTION

INST. 18 LF CL 54 8" DIWM

INST. 10 LF CL 54 16" DIWM

FARNUM CONNECTION

INST. 16 LF CL 54 6" DIWM

INST. 18 LF CL 54 8" DIWM

OAKRIDGE CONNECTION

CURB & GUTTER (TYP)

REMOVE CONCRETE

DRIVEWAY (TYP)

REMOVE CONCRETE

SIDEWALK (TYP)

REMOVE CONCRETE

PAVEMENT (TYP)

COLD MILLING ASPHALT

WITH OR WITHOUT ASPHALT CAP (TYP)

CONCRETE PAVEMENT REMOVAL

LINE (TYP)

INST. 1" SERVICE

CONNECTION PROFILE

SEE SHEET 17 FOR

CONNECTION PROFILE

SEE SHEET 17 FOR

COMPOSITE PAVEMENT

VERIFICATION REQUIRED

EXCAVATION AND FIELD

UNKNOWN. EXPLORATORY

CROSS CONNECTION LAYOUT

CONNECTION PROFILE

SEE SHEET 17 FOR

TO BE ABANDONED

REBUILD

TO ALLOW INSTLLATION

CUT & CAP EX. WATER MAIN

AS NECESSARY

TO ALLOW INSTLLATION

CUT & CAP EX. WATER MAIN

8" IE 649.40 (E & W)

8" IE 649.55 (S)

RIM 660.30

EX. SAN. MH

16" TOP OF PIPE 655.64 (E & W)

RIM 660.14

EX. WATER MH

UNKNOWN PIPE SIZE - FULL OF WATER

TOP OF PIPE 656.07 (E & W)

RIM 660.12

EX. WATER MH 12" IE 656.80 (SE)

12" IE 656.30 (NE)

RIM 659.50

EX. STM. CB

10" IE 656.17 (NW)

RIM 659.77

EX. STM. CB

10" IE 655.90 (NW)

RIM 659.25

EX. STM. MH

10" IE 655.66 (SW)

RIM 659.36

EX. STM. CB

10" IE 655.88 (E)

RIM 659.03

EX. STM. CB

12" IE 655.98 (W)

10" IE 655.43 (SE)

RIM 659.38

EX. STM. MH

12" IE 654.61 (SE)

10" IE 654.81 (NW)

RIM 659.21

EX. STM. CB

20" IE 651.38 (E)

24" IE 651.38 (W)

10" IE 653.68 (E)

10" IE 653.63 (W)

RIM 659.98

EX. STM. MH

8" IE 656.46 (SW)

RIM 659.86

EX. STM. CB

FULL OF DEBRIS

RIM 659.52

EX. STM. CB

20" IE 652.72 (E & W)

12" IE 654.82 (SW)

RIM 659.82

EX. STM. MH

SIDE OF CATALPA DRIVE AT HOUSE #1615.

BENCHTIE IN NORTH FACE OF UTILITY POLE, SOUTH

BM #306 ELEV. 661.35

NOT IN TOPO

BURIED MANHOLE

EX. STM. MH

S.L.

S.L.S.L.S.L.

S.L.

S.L. S.L. S.L. S.L.

S.L. S.L.

S.L.

15 16 17 18 1915

WS - 2' W-WBL

1706 CATALPA DRIVE

WS - 9' N-SBL ON IROQUOIS

1704 CATALPA DRIVE

WS - 9' N-SBL ON IROQUOIS

1626 CATALPA DRIVE

WS - 6' W-EBL

1620 CATALPA DRIVE

WS - 7' W-EBL

1616 CATALPA DRIVE

WS - 1' W-EBL

1610 CATALPA DRIVE

WS - 1' W-EBL

1606 CATALPA DRIVE

WS - 3' W-WBL

1602 CATALPA DRIVE

WS - 1' S-NBL ON OAKRIDGE

1524 CATALPA DRIVE

WS - 6' W-EBL

1520 CATALPA DRIVE

E E

T W

O A

K R

G E A

V E

N U

E E

T W

Q U

O U

L E

V A

E E

T W

W F

A R

N U

M A

V E

E E

T W

O A

K R

G E A

V E

WS - 8' E-WBL

1820 W. FARNUM AVENUE

WS - 6' W-EBL

1617 CATALPA DRIVE

WS - ON WBL, 1' FROM WALK

1615 CATALPA DRIVE WS - 3' E-WBL

1609 CATALPA DRIVE

WS - 3' N-NBL ON OAKRIDGE

1603 CATALPA DRIVE

WS - 28 1/2' N-SBL ON FARNUM

1809 W. FARNUM AVENUE

66 FEET WIDE

CATALPA DRIVE

15 16 17 18 1915

WS - 2' W-WBL

1706 CATALPA DRIVE

WS - 9' N-SBL ON IROQUOIS

1704 CATALPA DRIVE

WS - 9' N-SBL ON IROQUOIS

1626 CATALPA DRIVE

WS - 6' W-EBL

1620 CATALPA DRIVE

WS - 7' W-EBL

1616 CATALPA DRIVE

WS - 1' W-EBL

1610 CATALPA DRIVE

WS - 1' W-EBL

1606 CATALPA DRIVE

WS - 3' W-WBL

1602 CATALPA DRIVE

WS - 1' S-NBL ON OAKRIDGE

1524 CATALPA DRIVE

WS - 6' W-EBL

1520 CATALPA DRIVE

E E

T W

O A

K R

G E A

V E

E E

T W

Q U

O U

L E

V A

E E

T W

W F

A R

N U

M A

V E

E E

T W

O A

K R

G E A

V E

WS - 6' W-EBL

1617 CATALPA DRIVE

WS - ON WBL, 1' FROM WALK

1615 CATALPA DRIVE WS - 3' E-WBL

1609 CATALPA DRIVE

WS - 3' N-NBL ON OAKRIDGE

1603 CATALPA DRIVE

WS - 28 1/2' N-SBL ON FARNUM

1809 W. FARNUM AVENUE

66 FEET WIDE

CATALPA DRIVE

MISS DIG

Know What's Below, Call

1-800-482-7171 OR 8-1-1

NUMBER

SHEET

SHEETS

TOTALDRAWN

SLG

CHECKED

DESIGNED

DATE

REVISED

SLG

HJD

1/13/26

1" = 40'

20 40

CAP2607

PROJECT NAME:

6CATALPA DRIVE STA 15+00 TO 20+00

WATER MAIN AND REMOVAL PLAN

LEGEND

1. ALL CURB AND CONCRETE REMOVALS WILL BE MARKED BY THE ENGINEER

NOTES

M A

T C

H L

T A

M A

T C

H L

T A

WATER MAIN - TO BE REMOVED

WATER MAIN - TO BE TAKEN OUT OF SERVICE

WATER MAIN - OUT OF SERVICE

WATER MAIN UTILITY CROSSING

WATER SERVICE - BORING

WATER SERVICE - TRENCHING

WATER MAIN

REDUCER

GATE VALVE & BOX

FIRE HYDRANT

INLET FILTER

CURB & GUTTER REMOVAL

PAVEMENT

COLD MILLING CONCRETE

COLD MILLING HMA PAVEMENT

DRIVEWAY REMOVAL

SIDEWALK REMOVAL

WITH OR WITHOUT ASPHALT CAP

8" CIWM

16" DIWM

12" STORM 12" STORM

12" SANITARY

A R

4" P-MP

ABANDONED 4" S-MP

4" P-MP

ABANDONED 4" S-MP

M P

-M P

12" CONCRETE

4" ASPHALT

C-4

7" CONCRETE

4" ASPHALT

C-5

PSPS

INST. 16 WATER SERVICES (1")

SERVICES

INST. CASE 1 W.S.

CURB & GUTTER (TYP)

REMOVE CONCRETE

DRIVEWAY (TYP)

REMOVE CONCRETE

SIDEWALK (TYP)

REMOVE CONCRETE

PAVEMENT (TYP)

COLD MILLING ASPHALT

LINE (TYP)

INST. 1" SERVICE

COMPOSITE PAVEMENT

TO BE ABANDONED

1521 CATALPA DRIVE

TO 16" WATER MAIN

SERVICE ALREADY CONNECTED

12" IE 643.48 (E & W)

8" IE 648.73 (S)

RIM 658.28

EX. SAN. MH

12" IE 643.56 (E & W)

8" IE 651.06 (N)

RIM 658.51

EX. SAN. MH

12" IE 644.23 (E)

8" IE 644.23 (W)

8" IE 644.13 (S)

RIM 659.98

EX. SAN. MH

10" IE 654.44 (N)

RIM 657.54

EX. STM. MH

8" IE 656.40 (NE)

RIM 658.20

EX. STM. CB

20" IE 653.05 (E & W)

RIM 659.35

EX. STM. MH 8" IE 654.83 (SE)

RIM 658.03

EX. STM. CB

12" IE 653.88 (N)

12" IE 653.18 (E)

20" IE 653.18 (W)

10" IE 654.28 (SW)

RIM 658.43

EX. STM. MH

12" IE 654.71 (E)

12" IE 654.66 (S)

RIM 657.71

EX. STM. MH

12" IE 654.59 (W)

6" IE 655.09 (SE)

RIM 657.19

EX. STM. CB

12" IE 654.01 (E & W)

10" IE 654.66 (NE)

10" IE 654.11 (S)

RIM 657.96

EX. STM. MH

10" IE 654.83 (S)

RIM 657.43

EX. STM. CB

SOUTH SIDE OF CATALPA DRIVE AT HOUSE #1509.

VERTICAL MAG NAIL IN SOUTHEAST ROOT OF 16" HAWTHORN,

BM #307 ELEV. 659.19

NORTH SIDE OF CATALPA DRIVE AT HOUSE #1410.

VERTICAL MAG NAIL IN NORTHEAST ROOT OF 10" MAPLE,

BM #308 ELEV. 658.44

S.L.S.L.S.L.

S.L.S.L.

S.L.

S.L.S.L.S.L.

S.L. S.L.

S.L.

S.L.S.L. S.L.

S.L. S.L.

S.L. S.L. S.L.

20 21 22 23 242020

WS - 6' W-EBL

1520 CATALPA DRIVE

2' S-NBL, OAKRIDGE

1516 CATALPA DRIVE

WS - 5' W-EBL

1510 CATALPA DRIVE

WS - 3' S-NBL ON MAPLEGROVE

1502 CATALPA DRIVE

WS - 7' E-WBL

1420 CATALPA DRIVE

WS - 5' W-EBL

1416 CATALPA DRIVE

WS - 11' E-WBL

1410 CATALPA DRIVE

WS - 14' W-EBL

1406 CATALPA DRIVE

WS - 14' S-NBL ON FORESTDALE

1402 CATALPA DRIVE

E E

T W

M A

P L E

G R

O V

E A

V E

E E

T W

M A

P L E

G R

O V

E A

V E

WS - 5' W-EBL, 1' FROM WALK

1521 CATALPA DRIVE

WS - 4' W-EBL, 1' FROM WALK

1517 CATALPA DRIVE WS - 6' W-EBL

1509 CATALPA DRIVE

WS - 3' W-EBL

1505 CATALPA DRIVE WS - 2' E-WBL

1501 CATALPA DRIVE

WS - 5' W-EBL

1421 CATALPA DRIVE

WS - 9' E-WBL

1417 CATALPA DRIVE

WS - 1' E-WBL

1409 CATALPA DRIVE

WS - 2' W-WBL

1405 CATALPA DRIVE

WS - 3' W-WBL

1401 CATALPA DRIVE

66 FEET WIDE

CATALPA DRIVE

SOUTH SIDE OF MAIN

WS - 7' E-WBL, TAPPED ON

1506 CATALPA DRIVE

20 21 22 23 242020

WS - 6' W-EBL

1520 CATALPA DRIVE

2' S-NBL, OAKRIDGE

1516 CATALPA DRIVE

WS - 5' W-EBL

1510 CATALPA DRIVE

WS - 3' S-NBL ON MAPLEGROVE

1502 CATALPA DRIVE

WS - 7' E-WBL

1420 CATALPA DRIVE

WS - 5' W-EBL

1416 CATALPA DRIVE

WS - 11' E-WBL

1410 CATALPA DRIVE

WS - 14' W-EBL

1406 CATALPA DRIVE

WS - 14' S-NBL ON FORESTDALE

1402 CATALPA DRIVE

E E

T W

M A

P L E

G R

O V

E A

V E

E E

T W

M A

P L E

G R

O V

E A

V E

WS - 5' W-EBL, 1' FROM WALK

1521 CATALPA DRIVE

WS - 4' W-EBL, 1' FROM WALK

1517 CATALPA DRIVE WS - 6' W-EBL

1509 CATALPA DRIVE

WS - 3' W-EBL

1505 CATALPA DRIVE WS - 2' E-WBL

1501 CATALPA DRIVE

WS - 5' W-EBL

1421 CATALPA DRIVE

WS - 9' E-WBL

1417 CATALPA DRIVE

WS - 1' E-WBL

1409 CATALPA DRIVE

WS - 2' W-WBL

1405 CATALPA DRIVE

WS - 3' W-WBL

1401 CATALPA DRIVE

66 FEET WIDE

CATALPA DRIVE

SOUTH SIDE OF MAIN

WS - 7' E-WBL, TAPPED ON

1506 CATALPA DRIVE

MISS DIG

Know What's Below, Call

1-800-482-7171 OR 8-1-1

NUMBER

SHEET

SHEETS

TOTALDRAWN

SLG

CHECKED

DESIGNED

DATE

REVISED

SLG

HJD

1/7/26

1" = 40'

20 40

CAP2607

PROJECT NAME:

7CATALPA DRIVE STA 20+00 TO 25+00

WATER MAIN AND REMOVAL PLAN

LEGEND

1. ALL CURB AND CONCRETE REMOVALS WILL BE MARKED BY THE ENGINEER

NOTES

M A

T C

H L

T A

M A

T C

H L

T A

WATER MAIN - TO BE REMOVED

WATER MAIN - TO BE TAKEN OUT OF SERVICE

WATER MAIN - OUT OF SERVICE

WATER MAIN UTILITY CROSSING

WATER SERVICE - BORING

WATER SERVICE - TRENCHING

WATER MAIN

REDUCER

GATE VALVE & BOX

FIRE HYDRANT

INLET FILTER

CURB & GUTTER REMOVAL

PAVEMENT

COLD MILLING CONCRETE

COLD MILLING HMA PAVEMENT

DRIVEWAY REMOVAL

SIDEWALK REMOVAL

WITH OR WITHOUT ASPHALT CAP

16" DIWM

12" STORM

12" SANITARY

12" SANITARY 12" SANITARY

A R

18" STORM

O R

A R

16" DIWM

4" P-MP

ABANDONED 4" S-MP

M P

-M P

A B

A N

D O

N E

M P 2 P

-M P

ABANDONED

-M P

5.75" ASPHALT

C-6

X05

X06

X07

INST. 1.5" SERVICE LINE

INST. 1 WATER SERVICE (1.5")

INST. 8 WATER SERVICES (1")

SERVICES

INST. CASE 1 W.S.

INST. 10 LF CL 54 16" DIWM

INST. 143 LF CL 54 8" DIWM

FORESTDALE SOUTH CONNECTION

INST. 73 LF CL 54 8" DIWM

FORESTDALE NORTH CONNECTION

INST. 16 LF CL 54 6" DIWM

INST. 15 LF CL 54 8" DIWM

ERNWOOD CONNECTIONF

CURB & GUTTER (TYP)

REMOVE CONCRETE

DRIVEWAY (TYP)

REMOVE CONCRETE

SIDEWALK (TYP)

REMOVE CONCRETE

PAVEMENT (TYP)

COLD MILLING ASPHALT

WITH OR WITHOUT ASPHALT CAP (TYP)

CONCRETE PAVEMENT REMOVAL

LINE (TYP)

INST. 1" SERVICE

CONNECTION PROFILE

SEE SHEET 18 FOR

CONNECTION PROFILE

SEE SHEET 18 FOR

CONNECTION PROFILE

SEE SHEET 18 FOR

COMPOSITE PAVEMENT

TO BE ABANDONED

REBUILD

12" IE 643.31 (E & W)

8" IE 651.81 (S)

RIM 658.76

EX. SAN. MH

8" IE 649.43 (S)

8" IE 649.03 (N)

6" IE 654.68 (N)

RIM 657.08

EX. SAN. MH

12" IE 642.73 (E & W)

8" IE 649.73 (S)

RIM 657.78

EX. SAN. MH

14" TOP OF PIPE 654.97 (E & W)

RIM 658.72

EX. WATER MH

8" TOP OF PIPE 653.88 (N & S)

RIM 658.78

EX. WATER MH

8" TOP OF PIPE 652.77 (NW & SE)

RIM 658.17

EX. WATER MH

12" IE 654.45 (W)

RIM 657.80

EX. STM. MH12" IE 654.48 (E)

12" IE 654.43 (NW)

RIM 657.78

EX. STM. MH

12" IE 653.87 (SE)

10" IE 653.67 (NE)

RIM 657.02

EX. STM. CB

12" IE 656.28 (W)

RIM 658.38

EX. STM. CB

12" IE 656.54 (E)

12" IE 656.49 (NW)

RIM 658.39

EX. STM. CB

12" IE 655.26 (W)

10" IE 655.71 (S)

RIM 658.61

EX. STM. MH

10" IE 653.79 (SE)

6" IE 653.94 (W)

RIM 657.19

EX. STM. CB

30" IE 651.52 (N)

18" IE 651.57 (E)

12" IE 652.62 (SE)

RIM 657.57

EX. STM. MH

10" IE 653.77 (SW)

10" IE 653.72 (NW)

10" IE 653.67 (W)

RIM 657.72

EX. STM. MH

SOUTH SIDE OF CATALPA AT HOUSE #1313.

VERTICAL MAG NAIL IN SOUTH ROOT OF 40" MAPLE,

BM #309 ELEV. 659.42

S.L.S.L.S.L.S.L.S.L.S.L.

S.L. S.L. S.L.

S.L. S.L. S.L. S.L.

N82°34'56"E

25 26 27 28 2925

WS - 14' S-NBL ON FORESTDALE

1402 CATALPA DRIVE 5

E E

T W

F E

R N

W O

O D R

E E

T W

F E

R N

W O

O D R

E E

T W

F O

R E

S T

D A

L E R

E E

T W

F O

R E

S T

D A

L E R

WS - 14' S-NBL ON FORESTDALE

1322 CATALPA DRIVE

WS - 7' W-EBL

1312 CATALPA DRIVE

WS - ON NORTH PROPERTY LINE

1005 FERNWOOD ROAD

WS - 17' S-NBL ON FERNWOOD

1228 CATALPA DRIVE WS - 22' W-EBL

1222 CATALPA DRIVE

WS - 6' W-EBL

1209 CATALPA DRIVE

WS - 7' E-WBL

1321 CATALPA DRIVE

WS - 7' E-WBL

1313 CATALPA DRIVE

WS - 14' E-WBL

1309 CATALPA DRIVE

WS - 2' E-WBL

1303 CATALPA DRIVE

WS - 3' W-WBL

1401 CATALPA DRIVE

66 FEET WIDE

CATALPA DRIVE

WS - 1' E-WBL

1215 CATALPA DRIVE

N82°34'56"E

25 26 27 28 2925

WS - 14' S-NBL ON FORESTDALE

1402 CATALPA DRIVE 5

E E

T W

F E

R N

W O

O D R

E E

T W

F E

R N

W O

O D R

E E

T W

F O

R E

S T

D A

L E R

E E

T W

F O

R E

S T

D A

L E R

WS - 14' S-NBL ON FORESTDALE

1322 CATALPA DRIVE

WS - 7' W-EBL

1312 CATALPA DRIVE

WS - ON NORTH PROPERTY LINE

1005 FERNWOOD ROAD

WS - 17' S-NBL ON FERNWOOD

1228 CATALPA DRIVE WS - 22' W-EBL

1222 CATALPA DRIVE

WS - 6' W-EBL

1209 CATALPA DRIVE

WS - 7' E-WBL

1321 CATALPA DRIVE

WS - 7' E-WBL

1313 CATALPA DRIVE

WS - 14' E-WBL

1309 CATALPA DRIVE

WS - 2' E-WBL

1303 CATALPA DRIVE

WS - 3' W-WBL

1401 CATALPA DRIVE

66 FEET WIDE

CATALPA DRIVE

WS - 1' E-WBL

1215 CATALPA DRIVE

MISS DIG

Know What's Below, Call

1-800-482-7171 OR 8-1-1

NUMBER

SHEET

SHEETS

TOTALDRAWN

SLG

CHECKED

DESIGNED

DATE

REVISED

SLG

HJD

1/13/26

1" = 40'

20 40

CAP2607

PROJECT NAME:

8CATALPA DRIVE STA 25+00 TO 30+00

WATER MAIN AND REMOVAL PLAN

LEGEND

1. ALL CURB AND CONCRETE REMOVALS WILL BE MARKED BY THE ENGINEER

NOTES

M A

T C

H L

T A

M A

T C

H L

T A

WATER MAIN - TO BE REMOVED

WATER MAIN - TO BE TAKEN OUT OF SERVICE

WATER MAIN - OUT OF SERVICE

WATER MAIN UTILITY CROSSING

WATER SERVICE - BORING

WATER SERVICE - TRENCHING

WATER MAIN

REDUCER

GATE VALVE & BOX

FIRE HYDRANT

INLET FILTER

CURB & GUTTER REMOVAL

PAVEMENT

COLD MILLING CONCRETE

COLD MILLING HMA PAVEMENT

DRIVEWAY REMOVAL

SIDEWALK REMOVAL

WITH OR WITHOUT ASPHALT CAP

O R

8" CIWM

16" DIWM 16" DIWM

12" SANITARY 12" SANITARY

12" STORM12" STORM

18" STORM

12" STORM

A R

4" P-MP

ABANDONED 4" S-MP

-M P

8" P-MP

-M P

7.5" CONCRETE

6" ASPHALT

C-7

4.25" CONCRETE

4.5" ASPHALT

C-8

INST. 1.5" SERVICE LINEINST. 1.5" SERVICE LINE

INST. 1.5" SERVICE LINE

INST. 3 WATER SERVICES (1.5")

INST. 11 WATER SERVICES (1")

SERVICES

CURB & GUTTER (TYP)

REMOVE CONCRETE

SIDEWALK (TYP)

REMOVE CONCRETE

PAVEMENT (TYP)

COLD MILLING ASPHALT

(TYP)INCLUDING SAWCUTTING PAVEMENT

COLD MILLING CONCRETE

WITH OR WITHOUT ASPHALT CAP (TYP)

CONCRETE PAVEMENT REMOVAL

LINE (TYP)

INST. 1" SERVICE

COMPOSITE PAVEMENT

CONCRETE

TO BE ABANDONED

REBUILD

REPAIR

FFFF

12" IE 652.36 (W)

8" IE 655.51 (NE)

8" IE 652.36 (S)

RIM 659.11

EX. STM. MH

12" IE 642.17 (E & W)

8" IE 644.47 (S)

RIM 656.77

EX. SAN. MH

12" IE 641.76 (E & W)

8" IE 650.76 (S)

RIM 659.41

EX. SAN. MH

14" TOP OF PIPE 652.99 (E & W)

8" TOP OF PIPE 652.59 (N)

RIM 658.19

EX. WATER MH

10" IE 656.00 (NW)

RIM 659.20

EX. STM. CB

12" IE 656.20 (NW)

RIM 658.95

EX. STM. CB10" IE 656.42 (NE)

RIM 658.57

EX. STM. CB

8" IE 653.43 (NW)

RIM 656.08

EX. STM. CB

8" IE 652.86 (W)

6" IE 653.96 (E)

RIM 655.66

EX. STM. CB12" IE 652.72 (N)

8" IE 652.77 (E)

6" IE 653.47 (W)

RIM 655.67

EX. STM. CB

12" IE 652.63 (N)

RIM 655.83

EX. STM. CB

12" IE 653.04 (S)

12" IE 652.24 (N)

RIM 657.14

EX. STM. MH

18" IE 652.29 (E)

18" IE 651.99 (W)

12" IE 653.24 (N)

12" IE 652.09 (S)

8" IE 652.74 (NE)

RIM 656.89

EX. STM. MH

12" IE 653.24 (S)

RIM 656.54

EX. STM. CB

18" IE 652.51 (E & W)

8" IE 652.66 (N)

RIM 656.61

EX. STM. MH

12" IE 653.12 (N)

10" IE 652.82 (S)

6" IE 653.37 (W)

RIM 656.82

EX. STM. CB

8" IE 654.16 (E)

RIM 656.16

EX. STM. MH

15" IE 653.07 (E & W)

12" IE 653.32 (NE)

12" IE 653.12 (S)

RIM 656.67

EX. STM. MH

8" IE 653.83 (E)

8" IE 653.48 (W)

6" IE 653.58 (SW)

RIM 656.43

EX. STM. CB

CANNOT ACCESS

RIM 656.41

EX. STM. CB

12" IE 654.02 (S)

12" IE 653.82 (E)

18" IE 653.82 (W)

RIM 659.07

EX. STM. MH

12" IE 656.35 (W)

RIM 658.95

EX. STM. CB

SOUTH SIDE OF CATALPA DRIVE AT HOUSE #1015.

VERTICAL MAG NAIL IN SOUTH ROOT OF 14" LOCUST,

BM #311 ELEV. 660.34

CORNER OF CATALPA DRIVE & LOCKWOOD ROAD.

BENCHTIE IN NORTH FACE OF UTILITY POLE AT SOUTHEAST

BM #310 ELEV. 657.22

S.L.

S.L.S.L.

S.L.

S.L. S.L. S.L.

S.L. S.L.

S.L. S.L. S.L.

30 31 32 33 343030

E E

T W

L O

C K

W O

O D R

E E

T W

L D

A L E D

WS - 1' E-WBL

1210 CATALPA DRIVE

WS - 5 1/2' W-EBL

1202 CATALPA DRIVE

WS - 7' E-WBL

1114 CATALPA DRIVE

WS - 1' W-EBL N. OF WALK

1112 CATALPA DRIVE

WS - 14' E-WBL

1001 HILLDALE DRIVE

WS - 2' W-EPL

1026 CATALPA DRIVE

WS - 4' E-EBL

1022 CATALPA DRIVE

WS - 6' W-EBL

1209 CATALPA DRIVE

WS - 5' W-EBL

1021 CATALPA DRIVE

E E

T W

L D

A L E D

WS - 9' W-EBL

1117 CATALPA DRIVE

WS - 14' W-EBL

1115 CATALPA DRIVE

WS - 2' W-EBL

1109 CATALPA DRIVE

WS - 3' W-EBL

1105 CATALPA DRIVE

WS - 4 1/2' W-EBL

1103 CATALPA DRIVE

66 FEET WIDE

CATALPA DRIVE

WS - 2' E-WBL

1203 CATALPA DRIVE

30 31 32 33 343030

E E

T W

L O

C K

W O

O D R

E E

T W

L D

A L E D

WS - 1' E-WBL

1210 CATALPA DRIVE

WS - 5 1/2' W-EBL

1202 CATALPA DRIVE

WS - 7' E-WBL

1114 CATALPA DRIVE

WS - 1' W-EBL N. OF WALK

1112 CATALPA DRIVE

WS - 14' E-WBL

1001 HILLDALE DRIVE

WS - 2' W-EPL

1026 CATALPA DRIVE

WS - 4' E-EBL

1022 CATALPA DRIVE

WS - 6' W-EBL

1209 CATALPA DRIVE

WS - 5' W-EBL

1021 CATALPA DRIVE

E E

T W

L D

A L E D

WS - 9' W-EBL

1117 CATALPA DRIVE

WS - 14' W-EBL

1115 CATALPA DRIVE

WS - 2' W-EBL

1109 CATALPA DRIVE

WS - 3' W-EBL

1105 CATALPA DRIVE

WS - 4 1/2' W-EBL

1103 CATALPA DRIVE

66 FEET WIDE

CATALPA DRIVE

WS - 2' E-WBL

1203 CATALPA DRIVE

MISS DIG

Know What's Below, Call

1-800-482-7171 OR 8-1-1

NUMBER

SHEET

SHEETS

TOTALDRAWN

SLG

CHECKED

DESIGNED

DATE

REVISED

SLG

HJD

1/7/26

1" = 40'

20 40

CAP2607

PROJECT NAME:

9CATALPA DRIVE STA 30+00 TO 35+00

WATER MAIN AND REMOVAL PLAN

LEGEND

1. ALL CURB AND CONCRETE REMOVALS WILL BE MARKED BY THE ENGINEER

NOTES

M A

T C

H L

T A

M A

T C

H L

T A

WATER MAIN - TO BE REMOVED

WATER MAIN - TO BE TAKEN OUT OF SERVICE

WATER MAIN - OUT OF SERVICE

WATER MAIN UTILITY CROSSING

WATER SERVICE - BORING

WATER SERVICE - TRENCHING

WATER MAIN

REDUCER

GATE VALVE & BOX

FIRE HYDRANT

INLET FILTER

CURB & GUTTER REMOVAL

PAVEMENT

COLD MILLING CONCRETE

COLD MILLING HMA PAVEMENT

DRIVEWAY REMOVAL

SIDEWALK REMOVAL

WITH OR WITHOUT ASPHALT CAP

12" CIWM

16" DIWM

12" SANITARY 12" SANITARY

A R

ABANDONED 12" SUB

ABANDONED 12" SUBABANDONED 12" SUB

12" SANITARY

12" STORM 12" STORM

16" DIWM

4" P-MP

6" P-MP 6" S-MP

-M P

M P

ABANDONED 6" S-MP

ABANDONED 4" S-MP

4" P-MP

/4 P

-M P

A B

A N

D O

W4.5" CONCRETE

3" ASPHALT

C-9

10.25" CONCRETE

3" ASPHALT

C-10

K V

X08

INST. 13 WATER SERVICES (1")

SERVICES

INST. CASE 1 W.S.

INST. 17 LF CL 54 6" DIWM

INST. 35 LF CL 54 8" DIWM

WOODCREST CONNECTION

INST. 5 LF CL 54 12" DIWM

INST. 10 LF CL 54 16" DIWM

MAXWELL WEST CONNECTION

CURB & GUTTER (TYP)

REMOVE CONCRETE

DRIVEWAY (TYP)

REMOVE CONCRETE

SIDEWALK (TYP)

REMOVE CONCRETE

PAVEMENT (TYP)

COLD MILLING ASPHALT

(TYP)INCLUDING SAWCUTTING PAVEMENT

COLD MILLING CONCRETE

WITH OR WITHOUT ASPHALT CAP (TYP)

CONCRETE PAVEMENT REMOVAL

LINE (TYP)

INST. 1" SERVICE

CONNECTION PROFILE

SEE SHEET 18 FOR

CONNECTION PROFILE

SEE SHEET 18 FOR

COMPOSITE PAVEMENT

CONCRETE

INST. CASE 1 W.S.

TO BE ABANDONED

PROTECT BRIDGE PIER INTEGRAL CURBPROTECT BRIDGE PIER INTEGRAL CURB

12" SDR 26 PVC PIPE - 50 LF

REPLACE EX. STORM LINE WITH

REPAIR

REPLACE

12" IE 641.14 (E & N)

8" IE 641.44 (S)

RIM 656.04

EX. SAN. MH

12" IE 641.18 (S & W)

RIM 656.13

EX. SAN. MH

12" IE 641.29 (E & W)

8" IE 650.79 (S)

RIM 659.24

EX. SAN. MH

8" TOP OF PIPE 650.96 (E & W)

RIM 657.01

EX. WATER MH

8" IE 652.00 (SW)

8" IE 651.95 (NW)

RIM 653.90

EX. STM. CB

10" IE 652.41 (N)

RIM 655.11

EX. STM. CB

10" IE 652.43 (NE)

RIM 655.98

EX. STM. CB

10" IE 652.46 (N)

RIM 655.51

EX. STM. CB

10" IE 656.56 (NE)

RIM 658.35

EX. STM. CB

8" IE 656.46 (NE)

RIM 658.36

EX. STM. CB

8" IE 656.56 (NE)

RIM 658.66

EX. STM. CB

10" IE 655.32 (S)

RIM 658.67

EX. STM. CB

12" IE 655.17 (E & W)

10" IE 655.22 (N)

RIM 659.02

EX. STM. CB

12" IE 655.73 (W)

10" IE 655.78 (S)

RIM 659.18

EX. STM. MH

10" IE 652.00 (S)

12" IE 651.55 (E)

8" IE 652.30 (SW)

RIM 655.25

EX. STM. MH

8" IE 651.60 (NW)

8" IE 651.55 (S)

RIM 653.70

EX. STM. CB

12" IE 651.10 (W)

10" IE 651.55 (S)

12" IE 650.95 (E)

8" IE 651.40 (N)

RIM 654.20

EX. STM. MH

WOODCREST DRIVE.

SOUTHWESTCORNER OF CATALPA DRIVE AND

BENCHTIE IN NORTH FACE OF LIGHT POLE AT

BM #312 ELEV. 659.69

SOUTH SIDE OF CATALPA DRIVE AT HOUSE #1015.

VERTICAL MAG NAIL IN SOUTH ROOT OF 14" LOCUST,

BM #311 ELEV. 660.34

OF CATALPA DRIVE OPPOSITE MAXWELL AVENUE.

BENCHTIE IN NORTH FACE OF LIGHT POLE, NORTH SIDE

BM #313 ELEV. 655.89

PAVED OVER

ABANDONED

EX. STM. MH

S.L.

S.L.S.L.S.L.S.L.S.L.

S.L.S.L.

S.L. S.L. S.L.

S.L.

35 36 37 38 3935

WS - 4' E-EBL

1022 CATALPA DRIVE

WS - 6' E-EBL

1016 CATALPA DRIVE

WS - 3' N-NBL

1012 CATALPA DRIVE

WS - 6' E-EBL

1006 CATALPA DRIVE

WS - 2' N-NBL

1002 CATALPA DRIVE

WS - ON EBL

926 CATALPA DRIVE

WS - 11' W-EBL

922 CATALPA DRIVE

WS - 10' E-EBL

918 CATALPA DRIVE

WS - 5' W-EBL

1021 CATALPA DRIVE

E E

T W

W O

O D

C R

E S

T D

WS - 1' W-EBL

1015 CATALPA DRIVE

WS - 7' W-EBL

1017 CATALPA DRIVE

WS - 27' S-NBL ON WOODCREST

1001 CATALPA DRIVE

WS - 1' W-EBL

1009 CATALPA DRIVE

WS - 1' W-EBL

1005 CATALPA DRIVE

WS - 6' S-NBL ON WOODCREST

919 CATALPA DRIVE

WS - 3' E-WBL, 10" FROM WALK

917 CATALPA DRIVE

WS - 1' W-EBL N. OF WALK

NO PROPERTY ADDRESS AVAILABLE

V A

B L E W

H M

A X

W E

L L A

V E

G .T .W .R .R . 1

E E

T W

901 LAWNDALE DRIVE

66 FEET WIDE

CATALPA DRIVE

G T

W R

O W

G T

W R

O W

35 36 37 38 3935

WS - 4' E-EBL

1022 CATALPA DRIVE

WS - 6' E-EBL

1016 CATALPA DRIVE

WS - 3' N-NBL

1012 CATALPA DRIVE

WS - 6' E-EBL

1006 CATALPA DRIVE

WS - 2' N-NBL

1002 CATALPA DRIVE

WS - ON EBL

926 CATALPA DRIVE

WS - 11' W-EBL

922 CATALPA DRIVE

WS - 10' E-EBL

918 CATALPA DRIVE

WS - 5' W-EBL

1021 CATALPA DRIVE

E E

T W

W O

O D

C R

E S

T D

WS - 1' W-EBL

1015 CATALPA DRIVE

WS - 7' W-EBL

1017 CATALPA DRIVE

WS - 27' S-NBL ON WOODCREST

1001 CATALPA DRIVE

WS - 1' W-EBL

1009 CATALPA DRIVE

WS - 1' W-EBL

1005 CATALPA DRIVE

WS - 6' S-NBL ON WOODCREST

919 CATALPA DRIVE

WS - 3' E-WBL, 10" FROM WALK

917 CATALPA DRIVE

WS - 1' W-EBL N. OF WALK

NO PROPERTY ADDRESS AVAILABLE

V A

B L E W

H M

A X

W E

L L A

V E

.T .W .R .R . 1

E E

T W

901 LAWNDALE DRIVE

66 FEET WIDE

CATALPA DRIVE

G T

W R

O W

G T

W R

O W

MISS DIG

Know What's Below, Call

1-800-482-7171 OR 8-1-1

NUMBER

SHEET

SHEETS

TOTALDRAWN

SLG

CHECKED

DESIGNED

DATE

REVISED

SLG

HJD

1/8/26

1" = 40'

20 40

CAP2607

PROJECT NAME:

10CATALPA DRIVE STA 35+00 TO 40+00

WATER MAIN AND REMOVAL PLAN

LEGEND

THE CONTRACTOR SHALL PROTECT THE EXISTING BRIDGE FROM ANY DAMAGE DURING CONSTRUCTION.3.

FLAGGER REQUIRED WHEN WORKING.

2. ALL WORK WITHIN RAILROAD RIGHT OF WAY SHALL CONFORM TO CN RAILROAD PERMIT REQUIREMENTS.

1. ALL CURB AND CONCRETE REMOVALS WILL BE MARKED BY THE ENGINEER.

NOTES

M A

T C

H L

T A

M A

T C

H L

T A

WATER MAIN - TO BE REMOVED

WATER MAIN - TO BE TAKEN OUT OF SERVICE

WATER MAIN - OUT OF SERVICE

WATER MAIN UTILITY CROSSING

WATER SERVICE - BORING

WATER SERVICE - TRENCHING

WATER MAIN

REDUCER

GATE VALVE & BOX

FIRE HYDRANT

INLET FILTER

CURB & GUTTER REMOVAL

PAVEMENT

COLD MILLING CONCRETE

COLD MILLING HMA PAVEMENT

DRIVEWAY REMOVAL

SIDEWALK REMOVAL

WITH OR WITHOUT ASPHALT CAP

ABANDONED 12" SUB

12" CIWM

6" CIWM

16" DIWM

12" SANITARY

12" STORM

30" STORM

36" STORM 36" STORM

12" SANITARY 12" SANITARY

A R

O R

6" P-MP

ABANDONED 6" S-MP

6" S-MP

ABANDONED 6" S-MP

M P

A B

A N

D O

N E

M P

W W

6.5" CONCRETE

3" ASPHALT

C-11

K V

R A

X09

X11

X10

X12

INST. 11 WATER SERVICES (1")

SERVICES

INST. CASE 1 W.S.

INST. 69 LF CL 54 12" DIWM

INST. 10 LF CL 54 16" DIWM

MAXWELL EAST CONNECTION

INST. 15 LF CL 54 6" DIWM

INST. 16 LF CL 54 8" DIWM

MAPLE CONNECTION

DRIVEWAY (TYP)

REMOVE CONCRETE

SIDEWALK (TYP)

REMOVE CONCRETE

PAVEMENT (TYP)

COLD MILLING ASPHALT

(TYP)INCLUDING SAWCUTTING PAVEMENT

COLD MILLING CONCRETE

WITH OR WITHOUT ASPHALT CAP (TYP)

CONCRETE PAVEMENT REMOVAL

CURB & GUTTER (TYP)

REMOVE CONCRETE

LINE (TYP)

INST. 1" SERVICE

CONNECTION PROFILE

SEE SHEET 19 FOR

CONNECTION PROFILE

SEE SHEET 19 FOR

COMPOSITE PAVEMENT

CONCRETE

TO BE ABANDONED

PROTECT BRIDGE PIER INTEGRAL CURBPROTECT BRIDGE PIER INTEGRAL CURB

REPLACE

13450356.39, E = 365842.32N =

T01N R11E F06 - MAG-NAIL/WASHER, 7001

10" IE 640.12 (E & W)

8" IE 640.97 (N)

8" IE 640.82 (S)

RIM 658.62

EX. SAN. MH

12" IE 650.86 (E)

12" IE 650.86 (W)

8" IE 651.26 (NW)

RIM 654.21

EX. STM. MH

24" IE 650.95 (N)

24" IE 650.85 (S)

RIM 654.90

EX. SAN. MH

10" IE 640.80 (SW)

10" IE 640.75 (E)

8" IE 648.30 (S) (BULKHEADED)

RIM 654.95

EX. SAN. MH

12" TOP OF PIPE 648.42 (N & S)

RIM 654.37

EX. WATER MH

6" TOP OF PIPE 654.41 (N & S)

RIM 658.01

EX. WATER MH

12" IE 654.59 (NW)

RIM 658.19

EX. STM. CB

12" IE 655.27 (NW)

RIM 657.92

EX. STM. CB

12" IE 650.55 (N & S)

10" IE 653.35 (SW)

10" IE 652.65 (SE)

RIM 658.40

EX. STM. MH

10" IE 654.73 (N)

6" IE 654.78 (SE)

RIM 657.93

EX. STM. CB

24" IE 650.35 (NW)

30" IE 650.35 (E)

12" IE 650.55 (W)

8" IE 651.05 (SW)

RIM 655.10

EX. STM. MH

8" IE 652.21 (NE)

RIM 653.96

EX. STM. CB

8" IE 652.00 (SW)

8" IE 651.95 (NW)

RIM 653.90

EX. STM. CB

8" IE 651.56 (SE)

RIM 653.81

EX. STM. CB

8" IE 651.68 (E)

RIM 654.53

EX. STM. CB

24" IE 650.77 (N)

24" IE 650.67 (SE)

8" IE 651.72 (E)

8" IE 651.57 (W)

RIM 654.77

EX. STM. MH

8" IE 652.11 (W)

RIM 654.46

EX. STM. CB

8" IE 651.32 (SE)

RIM 655.17

EX. STM. CB

36" IE 648.58 (E)

30" IE 648.58 (W)

10" IE 650.48 (S)

RIM 658.63

EX. STM. MH

10" IE 655.02 (SW)

RIM 657.87

EX. STM. CB

AND NORTH MAPLE AVENUE.

SOUTHEAST CORNER OF CATALPA DRIVE

BENCHTIE IN NORTH FACE OF LIGHT POLE,

BM #314 ELEV. 659.24

NOT IN TOPO

BURIED MANHOLE

EX. SAN. MH

S.L.

S.L.S.L.S.L.S.L.

S.L.

S.L.S.L.S.L. S.L.

S.L.

40 41 42 43 444040

P O

G .T .W .R .R . 1

E E

T W

901 LAWNDALE DRIVE

WS - 12' W-EBL

818 CATALPA DRIVE

WS - 13' W-EBL INSIDE WALK

812 CATALPA DRIVE

WS - 15' E-WBL

806 CATALPA DRIVE

WS - 11' E-WBL

802 CATALPA DRIVE

WS - 5 1/2' W-EBL

716 CATALPA DRIVE

WS - 10' S-SBL ON MAPLE

1012 N. MAPLE AVENUE

E E

T W

M A

P L E A

V E

WS - 6' E-WBL

715 CATALPA DRIVE

WS - 7 1/2' W-WBL

717 CATALPA DRIVE

WS - 8' N-SBL ON MAPLE

721 CATALPA DRIVE

WS - 11' E-WBL

801 CATALPA DRIVE

WS - ON WBL

805 CATALPA DRIVE

WS - 4' W-EBL

809 CATALPA DRIVE

WS - 10 1/2' W-EBL

813 CATALPA DRIVE 5

E E

T W

M A

P L E A

V E

B L E W

M A

X W

E L L A

V E

N U

66 FEET WIDE

CATALPA DRIVEL

E S

E C

R T

H -S

O U

W R

O W

G T

W R

O W

40 41 42 43 444040

P O

G .T .W .R .R . 1

E…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jan 19, 2026.