BP 01 - Addendum #1.pdf

PDF 1 MB Posted Sep 9, 2024

Attached to: Community Pool - Site, Earthwork & Utilities
Solicitation number: RFP-WOP-240000003020-3
Issued by: Saginaw County, Michigan

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Written by GovTribe AI · Sep 10, 2024

This document is an addendum issued by Triangle Associates, Inc., the Construction Manager, regarding a utility relocation package for the West Ottawa Public Schools community pool project. The addendum revises the bid due date and time, provides clarifications on the demolition and utility relocation work, and includes updates to the site plan and watermain plan sheets. The work includes the removal of existing storm, water, and irrigation utilities, and the installation of new watermain and storm sewer infrastructure. Bidders are required to acknowledge receipt of this addendum on the proposal form.

The addendum notes that the existing watermain relocation, proposed easement, and vacated easement are still under review, and that watermain removal or installation cannot commence prior to permit issuance. Contractors are responsible for obtaining necessary permits, coordinating utility interruptions with the owner, and verifying existing utility elevations prior to construction. The watermain work is to be inspected by the utility owner, with pressure testing and chlorination performed by the contractor.

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Other files

File	Type	Posted
Comm Pool Earthwork Advertisement.pdf	PDF	Sep 9, 2024
05 Schedule.pdf	PDF	Sep 9, 2024
04 Instructions-CMa Ed -WO Pool.pdf	PDF	Sep 9, 2024
05.1 Site Logistics.pdf	PDF	Sep 9, 2024

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Addendum #1

Construction Manager ADDENDUM #1 West Ottawa Public Schools Triangle Associates, Inc. Page No 1 of 1 Utility Relocation

OWNER: West Ottawa Public Schools

PROJECT: Community Pool Utility Relocation

BID PACKAGE: 01

DESIGN PROFESSIONAL: GMB Architecture & Engineering

Project # 5-6244

CONSTRUCTION MANAGER: Triangle Associates, Inc.

Project #7-24008-0A

Date Issued: 9/9/24

Drawings Issued: C1.50, C4.20

Specifications Issued: None

Documents Issued: GMB Addendum Writeup, RFI #1, 2, 3

REVISIONS AND CLARIFICATIONS

GENERAL:

1. The bid due date and time shall be revised to Thursday September 12th @ 10:00 AM. The location will remain the administration building located at 1138 136th Ave, Holland, MI 49424.

2. The post bid interview for the site work category is intended to be right after the bid opening.

If possible, all trades shall be prepared to attend a 10:30 AM post bid on Thursday September

12th. An in person post bid is preferred, however electronic accommodations can be made if needed.

WORK CATEGORY/RFI CLARIFICATIONS � WC 310:

1. Review RFI #1 for asphalt path, irrigation and topsoil clarifications. This trade shall remove all topsoil from utility trenches from the site. Trenches to be backfilled with clean sand.

2. Review RFI #2 for hard surface clarification. See revised sheet C1.50 � There will be no asphalt replacement. Area at loading dock to be put back with 21AA. The extent of concrete removal and replacement has now been defined. Concrete allowance is still to be carried in addition to the quantity defined. These walks will be needed for life safety and maintenance through the winter.

3. Review RFI #3 for misc. site work clarifications.

4. Review C1.50 for additional demolition clarity and sheet C4.20 for service line clarity. The intent is to not install service laterals to the building because they will conflict with spring excavation. Those will be a part of BP 02.

All bidders are to incorporate these revisions into their proposals and to acknowledge receipt of this addendum where requested on the Proposal Form. Bidders are reminded that verbal clarifications or revisions from the GMB Architecture & Engineering or Construction Manager are non-binding and that only published addenda shall be honored.

RESPECTFULLY SUBMITTED:

TRIANGLE ASSOCIATES, INC.

Distribution: ALL BIDDERS

ADDENDUM

WEST OTTAWA PUBLIC SCHOOLS ADDENDUM 001

COMMUNITY SCHOOL-EARLY SITE UTILITY PACKAGE SEPTEMBER 6, 2024

A/E PROJECT 5-6244 PAGE 1/2

OWNER West Ottawa Public Schools

PROJECT Community Pool-Early Site Utility Package

A/E Project 5-6244

PURPOSE ADDENDUM 001

THIS ADDENDUM SHALL FORM PART OF THE

BIDDING DOCUMENTS. CHANGES, ADDITIONS,

CLARIFICATIONS OR DELETIONS HEREIN

SUPERSEDE THE DRAWINGS AND

SPECIFICATIONS. BIDDERS SHALL INCLUDE ON

THE PROPOSAL FORM ACKNOWLEDGEMENT OF

THE RECEIPT OF THIS ADDENDUM.

ATTACHMENTS Reissued Sheets: C1.50. C4.20

ARCHITECT-ENGINEER GMB

www.gmb.com

616.796.0200

CONSTRUCTION MANAGER TRIANGLE ASSOCATES, INC

3769 3 MILE ROAD, NW

GRAND RAPIDS, MI 49534

P.616.453.3950

WWW.TRIANGLE-INC.OM

http://www.gmb.com/

ADDENDUM

WEST OTTAWA PUBLIC SCHOOLS ADDENDUM 001

COMMUNITY SCHOOL-EARLY SITE UTILITY PACKAGE SEPTEMBER 6, 2024

A/E PROJECT 5-6244 PAGE 2/2

SHEET CLARIFICATIONS / REVISIONS

ITEM NO. 1 SHEET C1.50 – PRELIMINARY UTILITY RELOCATION PLAN (REISSUED)

Refer to updated sheet for additional demolition clarity

ITEM NO. 2 SHEET C4.20 – WATERMAIN PLAN AND PROFILE (REISSUED)

Refer to updated sheet showing capped service lines

STM

STM STM STM STM

STM

STM STM STM STM STM STM STM STM

STM STM STM STM

STM

STM STM STM STM

STM

TEMP-101 (4 FT DIA.)

RIM: 621.93

24" (SE) INV: 616.50

EX. 24" (W) INV: ±616.50

TEMP-102 (4 FT DIA.)

RIM: 623.40

24" (NW) INV: 616.41

24" (E) INV: 616.41

71 LF OF 24" STORM @

0.13%

TEMP-103 (4 FT DIA.)

RIM: 623.36

24" (W) INV: 616.26

12" (E) INV: 616.26

113 LF OF 24" STORM @ 0.13%

TEMP-104 (4 FT DIA.)

RIM: 621.61

12" (W) INV: 616.17

12" (N) INV: 616.17

70 LF OF 12" STORM @ 0.13%

TEMP-105 (4 FT DIA.)

RIM: 621.82

EX. 30" (E) INV: ±616.10

12" (S) INV: 616.10

F O

" S

R M

.1 2%

X X

X X X

STM

STM STM STM STM STM STM STM STM

STM STM

STM

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 X

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

EX 12" WATER

" W

C E

" F

O N 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 x x x x x x x x x x x x x x x x x x x x x x x x

G G G

G G G G G G G G G G G G G G G G G G G G

GAS SUPPLY LOCATION MUST BE FIELD

VERIFIED---LOCATION SHOWN BASED

UPON FLAGS RECORDED AS PART OF

SURVEY

FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO

ATIO

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LIEN

T M

GAS LOC.

PER PLAN

P103 1997

WATR LOC.

PER PLAN

P103 1997

POWR LOC.

PER PLAN

EP103 1997

U G

C O

M M

L O

C . P

COMM LOC. PER

PLAN SE101 1997

EU EU EU EU EU EU EU EU

UGE PER PLAN

SE101 1997

4" IRRIG.

COMM LOC. PER

PLAN SE101 1997

FO LOCATION FROM

CLIENT MARKUP

FUTURE BUILDING

PROJECT NO.

DRAWN

REVIEWED

ISSUANCES

NO PART OF THIS DRAWING MAY BE

USED OR REPRODUCED IN ANY FORM

OR BY ANY MEANS, OR STORED IN A

DATABASE OR RETRIEVAL SYSTEM,

WITHOUT PRIOR WRITTEN

PERMISSION OF

GMB COPYRIGHT

C O

M M

U N

P O

O L

W E

S T

A W

A P

U B

S C

H O

5-6244

H O

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9/ 6/

PRELIMINARY

SITE UTILITY

RELOCATIONS

08.28.2024

09.06.2024 ADDENDUM 001

BKV

NAF

C1.50

PRELIMINAY UTILITY

RELOCATION PLAN

DEMOLITION NOTES:

1. GENERAL: REFERENCE SECTIONS 31 10 00 SITE CLEARING AND 31 20 00 GRADING,

EXCAVATION AND FILL OF THE SPECIFICATION BOOK.

2. REMOVE ALL UNUSABLE DEMOLITION MATERIALS AND DEBRIS FROM THE SITE AND DISPOSE

OF PROPERLY OFFSITE. WHEREVER POSSIBLE, CONTRACTOR SHALL DIVERT DEMOLISHED

MATERIALS FROM LANDFILL AND SEND TO LOCAL RECYCLING FACILITY.

3. BACKFILLING SHALL PROMPTLY FOLLOW UNDERGROUND DEMOLITION OR REMOVAL WORK

AND SHALL CONTINUE AS THE DEMOLITION PROGRESSES.

4. DO NOT BURY DEBRIS, ROOTS, TOPSOIL OR OTHER MATERIALS.

5. ALL WORK SHALL COMPLY WITH APPLICABLE REQUIREMENTS OR THE LOCAL CODE OF

ORDINANCES AND ACCIDENT/FIRE PREVENTION REGULATIONS.

6. PROTECT THE SITE, ADJACENT PROPERTY AND UTILITY SERVICES FROM DAMAGE OR

DISRUPTION OF SERVICE/ACCESS. DAMAGE TO EXISTING STRUCTURES, SITE OR UTILITIES

SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.

7. ALL TREES TO REMAIN SHALL BE CAREFULLY PROTECTED. DO NOT DRIVE HEAVY

EQUIPMENT WITHIN 12 FT OF TREE TRUNKS. BRANCHES WHICH ARE DAMAGED DURING

DEMOLITION OF STRUCTURES AND/OR SURFACES SHALL BE CUT OUT AS DIRECTED BY THE

ARCHITECT/ENGINEER. ANY ROOTS OF TREES BEING SAVED WHICH ARE EXPOSED DUE TO

DEMOLITION/REMOVAL SHALL BE COVERED WITHIN 6 HOURS WITH SOIL. DAMAGED TREES

MAY BE REPLACED AT THE DISCRETION OF THE ARCHITECT/ENGINEER AT THE EXPENSE OF

THE CONTRACTOR RESPONSIBLE FOR THE DAMAGE.

8. UTILITIES SHOWN (IF ANY) ARE APPROXIMATE LOCATIONS DERIVED FROM ACTUAL

MEASUREMENTS OR AVAILABLE RECORDS. THIS MAP IS NOT TO BE INTERPRETED AS

SHOWING EXACT LOCATIONS OR SHOWING ALL UTILITIES IN THE AREA. SIZE AND INVERTS

OF EXISTING PIPE TO BE FIELD VERIFIED BY CONTRACTOR PRIOR TO COMMENCING WORK

ON NEW UTILITY CONNECTIONS.

9. DEMOLISH ALL SITE MATERIALS IN ACCORDANCE WITH LOCAL SPECIFICATIONS AND

REQUIREMENTS.

10. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING NECESSARY PERMITS FOR WORK IN

ROW AND ON ANY UTILITY CONNECTIONS OR ABANDONMENT PRIOR TO THE START OF

CONSTRUCTION.

11. CONTRACTOR SHALL NOTIFY LOCAL BUILDING OFFICIALS MINIMUM 48 HOURS PRIOR TO

START OF DEMOLITION.

12. TRAFFIC CONTROL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR INCLUDING

SIGNAGE, BARRIERS, FLAG PERSONNEL AND ANY ADDITIONAL REQUIREMENTS OF THE

LOCAL ROAD COMMISSION OR MUNICIPALITY. CONTRACTOR SHALL FOLLOW MOST RECENT

EDITION OF MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.

13. WHERE PAVEMENT, CONCRETE OR ASPHALT IS INDICATED TO BE REMOVED, IT SHALL BE

SAWCUT FULL DEPTH. ALL CONCRETE CUTS SHALL BE MADE AT NEAREST CONSTRUCTION

OR CONTROL JOINT. ALL ASPHALT CUTS SHALL BE MIN. 1 FT PAST EXISTING JOINTS

WHEREVER POSSIBLE.

14. CONTRACTORS TO REVIEW ALL SHEETS FOR RELATED INFORMATION.

SCALE IN FEET

PRELIMINAY UTILITY RELOCATION PLAN

20 40

SCALE:1" = 20'-0"

UTILITY NOTES:

1. ALL WORK SHALL COMPLY WITH APPLICABLE REQUIREMENTS OR THE LOCAL CODE,

ORDINANCES AND ACCIDENT/FIRE PREVENTION REGULATIONS.

2. PROTECT THE SITE, ADJACENT PROPERTY AND UTILITY SERVICES FROM DAMAGE OR

DISRUPTION OF SERVICE/ACCESS. DAMAGE TO EXISTING STRUCTURES, SITE OR UTILITIES

SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.

3. UTILITIES SHOWN (IF ANY) ARE APPROXIMATE LOCATIONS DERIVED FROM ACTUAL

MEASUREMENTS OR AVAILABLE RECORDS. THIS MAP IS NOT TO BE INTERPRETED AS

SHOWING EXACT LOCATIONS OR SHOWING ALL UTILITIES IN THE AREA. SIZE AND INVERTS

OF EXISTING PIPE TO BE FIELD VERIFIED BY CONTRACTOR PRIOR TO COMMENCING WORK

ON NEW UTILITY CONNECTIONS.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING NECESSARY PERMITS FOR WORK IN

ROW AND ON ANY UTILITY CONNECTIONS OR ABANDONMENT PRIOR TO START OF

CONSTRUCTION.

5. CONTRACTOR SHALL COORDINATE ANY UTILITY/SERVICE INTERRUPTIONS WITH OWNER AT

LEAST ONE WEEK IN ADVANCE. CONTRACTOR SHALL ALSO NOTIFY LOCAL UTILITY PROVIDER

WHERE APPLICABLE FOR OPERATION/DISCONNECTION OF PUBLIC OWNED EQUIPMENT.

6. CONTRACTOR SHALL ADEQUATELY PROTECT/SHORE ALL OPEN TRENCHES AS REQUIRED BY

THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA).

7. EXISTING SEWER AND WATERMAIN LINES SHALL BE PROTECTED FROM DEBRIS AND

CONSTRUCTION.

8. WATERMAIN CONSTRUCTION IS TO BE INSPECTED BY UTILITY OWNER. PRESSURE TESTING

AND CHLORINATION OF THE WATERMAIN TO BE PERFORMED BY THE CONTRACTOR.

WITNESSING OF INSTALLATION, PRESSURIZATION, CHLORINATION AND GATHERING OF

WATER SAMPLES WILL BE PERFORMED BY THE UTILITY OWNER.

9. MAINTAIN A MINIMUM OF 5'-9" FROM FINISH GRADE TO CENTERLINE OF WATERMAIN PIPE.

MAINTAIN A MINIMUM OF 10'-0" CLEARANCE OF SANITARY SEWER MAIN.

10. HYDRANTS AND FITTINGS SHALL BE TIED AND BLOCKED. HYDRANTS AND VALVES SHALL BE

COORDINATED WITH UTILITY OWNER TO OPEN PER UTILITY OWNERS DEVELOPMENT

STANDARDS.

11. CONTRACTOR SHALL BE REQUIRED TO CONTACT MISS DIG PRIOR TO STARTING ANY WORK.

CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING NECESSARY PERMITS FOR

WORK IN ROW AS WELL AS NOTIFYING LOCAL UTILITY OWNERS OF WORK IF PERMITS ARE

NOT REQUIRED.

12. LOCATION OF LATERALS TO BE DETERMINED IN THE FIELD AT THE DIRECTION OF THE

OWNER. AVOID CONFLICT WITH PROPOSED AND/OR EXISTING FACILITIES.

13. QUANTITIES SHOWN ARE FOR INFORMATION ONLY AND CONTRACTOR IS RESPONSIBLE FOR

CHECKING ALL LINES, LEVELS AND DIMENSIONS.

14. CONTRACTOR IS TO VERIFY EXISTING UTILITY ELEVATIONS PRIOR TO STARTING

CONSTRUCTION.

15. CONTRACTORS TO REVIEW ALL SHEETS FOR RELATED INFORMATION.

16. LIST OF STANDARD ABBREVIATIONS -

"A.F.F" = ABOVE FINISHED FLOOR

"CB" = CATCH BASIN

"C/L" = CENTER LINE

"C.O." = CLEAN OUT (INCL. FROST SLEEVE)

"CY" = CUBIC YARDS

"D.I.W.M" = DUCTILE IRON WATER MAIN

"F.E.S" = FLARED END SECTION (CONC. ONLY)

"FFE/F.F.E" = FINISHED FLOOR ELEVATION

"F.V." = FIELD VERIFY

"INV." = INVERT

"LB" = LEACHING BASIN

"LF" = LINEAL FEET

"RCP" = REINFORCED CONCRETE PIPE

"SAN" = SANITARY

"SAN. MH" = SANITARY SEWER MANHOLE

"SF" = SQUARE FEET

"ST. MH" = STORM MANHOLE

"STM" = STORM

"SY" = SQUARE YARDS

"U.N.O" = UNLESS NOTED OTHERWISE

"YD" = YARD DRAIN

SEE C4.20 FOR

WATERMAIN RELOCATION

PLAN

SEE C4.20 FOR

WATERMAIN RELOCATION

PLAN

EXISTING

WATERMAIN TO BE

REMOVED

AND EASEMENT

TO BE VACATED

GAS SERVICE DRAWN FROM

PROVIDER MAPS. FIELD VERIFY

LOCATION AND COORDINATE WITH

SEMCO ENERGY FOR RELOCATION

REMOVE PAVEMENT AND CONCRETE AS

NECESSARY FOR CONSTRUCTION OF UTILITY

RELOCATIONS. COORDINATE REPLACEMENT OF

PAVEMENT WITH OWNER.

TRACK AND FIELD EVENTS

TO BE REMOVED (TYP.)

EXISTING WATERMAIN

TO BE REMOVED AND

EASEMENT TO BE

VACATED

DEMOLITION KEY

DEMO AND REMOVE EXISTING CONCRETE FLATWORK.

DIVERT ALL REMOVED CONCRETE TO LOCAL

CRUSHING/RECYCLING FACILITY. REPLACE IN KIND

2 SAWCUT CONCRETE/ASPHALT FOR CLEAN EDGE/JOINT,

REMOVE TO NEAREST JOINT LINE.

3 COORDINATE REMOVAL OF GAS SERVICE AND

INSTALLATION OF NEW SERVICE WITH SEMCO ENERGY.

4 DEMO AND REMOVE EXISTING CATCH BASINS, MANHOLES

AND CONNECTED PIPING.

5 RELOCATION OF COMMUNICATIONS / FIBER BY OWNER

6 DEMO AND REMOVE EXISTING VEGETATION.

REMOVE OR RELOCATE EXISTING SITE LIGHTING AS

NEEDED FOR UTILITY RELOCATION. COORDINATE

TEMPORARY LIGHTING WITH OWNER.

8 REMOVE EXISTING FENCE.

9 RELOCATION OF IRRIGATION BY OWNER.

REMOVE EXISTING WATERMAIN. WORK SHALL NOT

COMMENCE UNTIL WATERMAIN DRAWINGS HAVE BEEN

APPROVED AND PERMIT HAS BEEN ISSUED.

PRELIMINARY UTILITY RELOCATION NOTES

1. WATERMAIN RELOCATION, PROPOSED EASEMENT, AND VACATED EASEMENT UNDER

REVIEW. WATERMAIN REMOVAL, OR INSTALLATION NOT TO COMMENCE PRIOR TO PERMIT

ISSUANCE.

2. COORDINATE WITH OWNER ON ALL PRIVATE UTILITY RELOCATIONS. ENSURE THAT NO

UTILITIES ARE INSTALLED WITHIN PROPOSED WATERMAIN EASEMENT

3. CONTRACTOR TO PROVIDE DETAILED AS-BUILTS OF ALL RELOCATED UTILITIES UPON

COMPLETION TO BE INCLUDED IN FUTURE PROJECT PACKAGES.

REMOVE EXISTING ASPHALT PAVEMENT. REPLACE WITH

MDOT 21AA AGGREGATE TO BASE OF PAVEMENT

ELEVATION.

AutoCAD SHX Text CATCH BASIN TOP 620.60 12" N & SW 616.60 8" NE 617.05 6" U.D. W & S 616.95 18" S. 616.60 4" SE 617.25 24" E. 616.60

AutoCAD SHX Text

YARD DRAIN TOP 619.13 8" SSW 617.63

AutoCAD SHX Text

STORM MANHOLE TOP 622.66 30" E. 616.16 24" WSW 616.26

AutoCAD SHX Text

CATCH BASIN TOP 622.02 8" SE 618.47 8" W/NE 618.52

AutoCAD SHX Text

CATCH BASIN TOP 622.16 8" E. 618.86

AutoCAD SHX Text

CATCH BASIN TOP 622.78 8" E. 619.28

AutoCAD SHX Text

CATCH BASIN TOP 622.84 8" W. 619.04 8" SW 618.99

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

GATE POST (TYP.)

AutoCAD SHX Text 50.1'

AutoCAD SHX Text 30.1'

AutoCAD SHX Text

MTL. BLDG.

AutoCAD SHX Text

12"CAT.

AutoCAD SHX Text

8"TREE

AutoCAD SHX Text

GAS @ BLDG.

AutoCAD SHX Text

ELEC. BOX

AutoCAD SHX Text

TRANS.

AutoCAD SHX Text 1"M.

AutoCAD SHX Text

BLACKTOP

AutoCAD SHX Text

BLACKTOP

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC. (TYP.)

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

YARD DRAIN TOP 622.68 8" W/NE 620.08

AutoCAD SHX Text

YARD DRAIN TOP 622.51 8" E/NW 619.91

AutoCAD SHX Text

YARD DRAIN TOP 621.88 12" S. 620.38

AutoCAD SHX Text

YARD DRAIN (BEEHIVE) TOP 623.78 UNABLE TO OPEN WATER LEVEL AT 620.3

AutoCAD SHX Text

CATCH BASIN TOP 620.85 12" N. 616.85 6" SE/SW 617.77

AutoCAD SHX Text

YARD DRAIN TOP 620.90 12" S. 616.80 8" NW 617.55 8" NE 617.10

AutoCAD SHX Text

STORM MANHOLE TOP 621.40 30" E. 616.05 30" W. 616.05 12" S. 616.30 12" N. 616.40

AutoCAD SHX Text

STORM MANHOLE TOP 623.39 (BOLTED DOWN)

AutoCAD SHX Text 102.4'

AutoCAD SHX Text 27.0'

AutoCAD SHX Text 0.7'

AutoCAD SHX Text 172.9'

AutoCAD SHX Text 17.2'

AutoCAD SHX Text 51.7'

AutoCAD SHX Text 64.5'

AutoCAD SHX Text 66.4'

AutoCAD SHX Text 11.3'

AutoCAD SHX Text 97.3'

AutoCAD SHX Text G

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text

14"TREE

AutoCAD SHX Text

8"TREES

AutoCAD SHX Text

6"TREES

AutoCAD SHX Text

14"MAPLE

AutoCAD SHX Text

12"BIRCH

AutoCAD SHX Text

CHAIN-LINK FENCE

AutoCAD SHX Text

BLACKTOP

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC. (TYP.)

AutoCAD SHX Text

RUBBERIZED TRACK SURFACE (TYP.)

AutoCAD SHX Text

PINES

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

RUBBERIZED TRACK

AutoCAD SHX Text

F.F. EL. 623.98

AutoCAD SHX Text

F.F. EL. 624.08

AutoCAD SHX Text

F.F. EL. 623.93

AutoCAD SHX Text

WEST OTTAWA HIGH SCHOOL SOUTH CAMPUS 2 STORY BRICK BUILDING

AutoCAD SHX Text

BENCHMARK ELEVATION 623.21 TOP OF N'LY FLANGE BOLT ON HYDRANT (UNDER "E")

AutoCAD SHX Text

20' EASEMENT FOR WATERMAIN PER LIBER 2260, PAGE 947

AutoCAD SHX Text

CHAIN-LINK FENCE

AutoCAD SHX Text

FLAG POLE

AutoCAD SHX Text

MTL. SCORE BOARD ON STEEL POSTS

AutoCAD SHX Text

MTL. BLDG.

AutoCAD SHX Text

GATE POSTS

AutoCAD SHX Text

STM

42" STRM

FRO

PLAN C201 1997

STRM FROM PLAN

C201 1997

STM

STRM UD PLAN

C301 1997

STRM UD PLAN

C301 1997

G G G G G G G G G G G G G G

GAS SUPPLY LOCATION

MUST BE FIELD

VERIFIED---LOCATION

SHOWN BASED UPON

FLAGS RECORDED AS

PART OF SURVEY

GAS SUPPLY LOCATION MUST BE FIELDVERIFIED---LOCATION SHOWN BASEDUPON FLAGS RECORDED AS PART OFSURVEY

G G

U G

O M

A N

D C

T M

FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO

FO LOCATION FROM

CLIENT MARKUP

ATIO

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T M

FO LOCATION FROM

CLIENT MARKUP

GAS LOC.

PER PLAN

P103 1997

WATR LOC.

PER PLAN

P103 1997POWR LOC. PER PLAN EP103 1997

U G

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M M

L O

C . P

COMM LOC. PER

PLAN SE101 1997COMM LOC. PER

PLAN SE101 1997

EU EU EU

UGE PER PLAN

SE101 1997

x 4" IRRIG.

4" IRRIG.x x x

4" IRRIG.

3" IRRIG.

COMM LOC. PER

PLAN SE101 1997

FO LOCATION FROM

CLIENT MARKUP

STORM MANHOLE

TOP 621.60

36" N. 615.25 42" S. 615.25 30" W. 615.25

ELEV FROM 2015 SURVEY

COMM LOC. PER

PLAN SE101 1997

XXXXXXXX

BUILDING FINISHED

FLOOR

ELEVATION: 624.00

X X

STM STM STM

STM

STM STM STM STM STM STM

STM

X X

STM

WTR WTR WTR WTR WTR WTR WTR

WTR WTR WTR WTR WTR

WTR

TB-103

TB-104

TB-107TB-106

TB-102

TB-105

TB-110

TB-101

EX 12" WATER

EX 12" WATER VALVE

" W

C E

" F

O N

2+00

3+00

7+00

8+00

9+00

CB-203

CB-202

CB-109A

CB-108

CB-109

YD-200

" S

R M

" S

R M

PROP 12" STORM

" S

R M

PROP 12" STORM

CO-04

SAN-MH-03

SAN-MH-02

P 8"

PROP 8" SAN

CB-201

PLACE:

87 LF - 12" CL 52 DI WM

(TEE TO BEND)

PLACE:

30 LF - 12" CL 52 DI WM

(BEND TO TEE)

PLACE:

159 LF - 12" CL 52 DI WM

(BEND TO TEE)

PLACE:

53 LF - 12" CL 52 DI WM

(BEND TO BEND)

PLACE:

97 LF - 12" CL 52 DI WM

(BEND TO TEE)

CONNECT TO EXISTING

12" WATER MAIN.

(FIELD VERIFY LOCATION

AND DEPTH)

PLACE:

(1) 12" SLEEVE

(1) 12"x12"x12" CUT IN TEE

WITH RESTRAINTS

(MIN. 10' EITHER SIDE)

PLACE:

(1) 12" 45° BEND

CONNECT TO EXISTING 12" WATER MAIN.

(FIELD VERIFY LOCATION & DEPTH)

PLACE:

(1) 12" SLEEVE

(1) 12" 45° BEND

PLACE:

(1) 12"x12"x6" TEE

5 LF - 6" WTR

(1) 6" V&B

(1) HYD. (COMPLETE)

PLACE:

(1) 12"x12"x6" TEE

5 LF - 6" WTR

(1) 6" V&B

(1) HYD. (COMPLETE)

PLACE:

(1) 12" 45° BEND

PLACE:

(1) 12" 45° BEND

PLACE:

(1) 12" - 45° BEND

PLACE:

(1) 12" 45° BEND

PLACE:

75 LF - 12" CL 52 DI WM

(BEND TO BEND)

PLACE:

43 LF - 12" CL 52 DI WM

(TEE TO BEND)

PROPOSED 20' WIDE

WATERMAIN EASEMENT

PLACE:

(1) 12" PLUG / CAP

(1) THRUST BOCK

PLACE:

(1) 12"x12"x6" TEE

5 LF - 6" WTR

(1) 6" V&B

(1) HYD. (COMPLETE)

PLACE:

45 LF - 12" CL 52 DI WM

(TEE TO BEND)

PLACE:

51 LF - 12" CL 52 DI WM

(TEE TO TEE)

PLACE:

(1) 12"x12"x6" TEE

21 LF - 6" WTR

(1) 6" V&B

(1) HYD. (COMPLETE)

PLACE:

(1) 12"x12"x6" TEE

PLACE:

54 LF - 12" CL 52 DI WM

(TEE TO TEE)

PLACE:

(1) 6" V&B

5 LF - 6" FIRE LINE

(TEE TO CAP)

(1) 6" CAP

PLACE:

(1) 8" V&B

5 LF - 8" DOMESTIC WATER

(TEE TO CAP)

(1) 8" CAP

PLACE:

(1) 12"x12"x8" TEE

PLACE:

10 LF - 12" CL 52 DI WM

(TEE TO TEE)

PLACE:

13 LF - 12" CL 52 DI WM

(TIE TO TEE)

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00

EXISTING GRADE

PROPOSED GRADE

EXISTING GRADE

PROPOSED GRADE

WTR

EX 12" WATERMAIN

WTR

STORM YARD DRAIN

EX 8" INV: 617.10±

MAINTAIN 18"

VERTICAL

CLEARANCE5'

C O

(T O

P O

PROPOSED HYDRANT

PUMPER NOZZLE TO BE

27" ABOVE GROUND

PROPOSED HYDRANT

PUMPER NOZZLE TO BE

27" ABOVE GROUND

RESTRAINED LENGTH = 72'

STATION 1+75 TO 2+25'

(25' MIN FROM BEND)

RESTRAINED LENGTH = 48'

STATION 1+00 TO 1+38

(25' MIN FROM TEE

RESTRAINED LENGTH = 146'

STATION 2+50 TO 3+75

(25' MIN FROM FITTING)

RESTRAINED LENGTH = 167'

STATION 4+84 TO 6+29'

(25' MIN FROM FITTING)

RESTRAINED LENGTH =151'

STATION 6+76TO 8+17'

(25' MIN FROM BEND)

EX 12" WATERMAIN

PROPOSED HYDRANT

PUMPER NOZZLE TO BE

27" ABOVE GROUND

PROPOSED HYDRANT

PUMPER NOZZLE TO BE

27" ABOVE GROUND

HYDRANT TEE

STA: 1+12.52 ELEV: 614.47

CONNECTION TO

EX 12" WATERMAIN

STA: 1+00.00

ELEV: 614.41

12" 45° HORZ BEND

STA: 2+00

ELEV: 614.87

12" 45° HORZ BEND

STA: 2+75

ELEV: 615.20

12" 45° HORZ BEND

STA: 3+50

ELEV: 615.54

12" 45° HORZ BEND

STA: 5+52

ELEV: 615.85

12" 45° HORZ BEND

STA: 6+04

ELEV: 615.35

12" WATER MAIN

TOP ELEV: 615.54

12" WATER MAIN

TOP ELEV: 615.67

EX 8" WATER MAIN

TOP ELEV: 615.52

HYDRANT TEE

STA: 3+04.49 ELEV: 615.34

12"x12"x8" DOM. TEE

STA: 7+65.74 ELEV: 613.82

12"x12"x6" F.P. TEE

STA: 7+01.50 ELEV: 614.43

HYDRANT TEE

STA: 7+55.74 ELEV: 613.92

CONNECTION TO

EX 12" WATERMAIN

STA: 8+17.04

ELEV: 613.43

HYDRANT TEE

STA: 5+08.61 ELEV: 616.26

CONTRACTOR TO FIELD VERIFY

LOCATION AND DEPTH PRIOR

TO CONSTRUCTION.

CONTRACTOR TO FIELD VERIFY

LOCATION AND DEPTH PRIOR

TO CONSTRUCTION.

PROJECT NO.

DRAWN

REVIEWED

ISSUANCES

NO PART OF THIS DRAWING MAY BE

USED OR REPRODUCED IN ANY FORM

OR BY ANY MEANS, OR STORED IN A

DATABASE OR RETRIEVAL SYSTEM,

WITHOUT PRIOR WRITTEN

PERMISSION OF

GMB COPYRIGHT

C O

M M

U N

P O

O L

W E

S T

A W

A P

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S C

H O

5-6244

H O

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A N

INA

T F

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-6

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9/ 6/

PRELIMINARY

SITE UTILITY

RELOCATIONS

08.28.2024

09.06.2024 ADDENDUM 001

BKV

NAF

C4.20

WATERMAIN PLAN AND

PROFILE

AGENCY REVIEWS

SCALE IN FEET

WATERMAIN PLAN AND PROFILE

50 100

SCALE:1" = 50'

SCALE IN FEET

WATERMAIN PLAN AND PROFILE

50 100

SCALE:

HOLLAND CHARTER TOWNSHIP UTILITY NOTES:

1. HOLLAND CHARTER TOWNSHIP WATER SUPPLY SYSTEM, SANITARY SEWER AND SIDEWALK

STANDARD CONSTRUCTION REQUIREMENTS DATED JANUARY 2022 ARE TO BE FOLLOWED.

AVAILABLE AT www.hct.holland.mi.us.

2. ALL WATERMAIN TO BE INSTALLED PER HOLLAND CHARTER TOWNSHIP SPECIFICATIONS.

3. POLYWRAP SHALL BE INSTALLED ON ALL WATER MAIN.

4. ALL HYDRANT WEEP HOLES TO BE PLUGGED.

UTILITY NOTES:

1. ALL WORK SHALL COMPLY WITH APPLICABLE REQUIREMENTS OR THE LOCAL CODE, ORDINANCES

AND ACCIDENT/FIRE PREVENTION REGULATIONS.

2. PROTECT THE SITE, ADJACENT PROPERTY AND UTILITY SERVICES FROM DAMAGE OR DISRUPTION OF SERVICE/ACCESS. DAMAGE TO EXISTING STRUCTURES, SITE OR UTILITIES SHALL BE REPAIRED

AT THE CONTRACTORS EXPENSE.

3. UTILITIES SHOWN (IF ANY) ARE APPROXIMATE LOCATIONS DERIVED FROM ACTUAL

MEASUREMENTS OR AVAILABLE RECORDS. THIS MAP IS NOT TO BE INTERPRETED AS SHOWING

EXACT LOCATIONS OR SHOWING ALL UTILITIES IN THE AREA. SIZE AND INVERTS OF EXISTING PIPE

TO BE FIELD VERIFIED BY CONTRACTOR PRIOR TO COMMENCING WORK ON NEW UTILITY

CONNECTIONS.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING NECESSARY PERMITS FOR WORK IN ROW

AND ON ANY UTILITY CONNECTIONS OR ABANDONMENT PRIOR TO START OF CONSTRUCTION.

5. CONTRACTOR SHALL COORDINATE ANY UTILITY/SERVICE INTERRUPTIONS WITH OWNER AT LEAST

ONE WEEK IN ADVANCE. CONTRACTOR SHALL ALSO NOTIFY LOCAL UTILITY PROVIDER WHERE

APPLICABLE FOR OPERATION/DISCONNECTION OF PUBLIC OWNED EQUIPMENT.

6. CONTRACTOR SHALL ADEQUATELY PROTECT/SHORE ALL OPEN TRENCHES AS REQUIRED BY THE

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA).

7. EXISTING SEWER AND WATERMAIN LINES SHALL BE PROTECTED FROM DEBRIS AND

CONSTRUCTION.

8. WATERMAIN CONSTRUCTION IS TO BE INSPECTED BY UTILITY OWNER. PRESSURE TESTING AND

CHLORINATION OF THE WATERMAIN TO BE PERFORMED BY THE CONTRACTOR. WITNESSING OF

INSTALLATION, PRESSURIZATION, CHLORINATION AND GATHERING OF WATER SAMPLES WILL BE

PERFORMED BY THE UTILITY OWNER.

9. MAINTAIN A MINIMUM OF 5'-9" FROM FINISH GRADE TO CENTERLINE OF WATERMAIN PIPE. MAINTAIN

A MINIMUM OF 10'-0" CLEARANCE OF SANITARY SEWER MAIN.

10. HYDRANTS AND FITTINGS SHALL BE TIED AND BLOCKED. HYDRANTS AND VALVES SHALL BE

COORDINATED WITH UTILITY OWNER TO OPEN PER UTILITY OWNERS DEVELOPMENT STANDARDS.

11. CONTRACTOR SHALL BE REQUIRED TO CONTACT MISS DIG PRIOR TO STARTING ANY WORK.

CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING NECESSARY PERMITS FOR WORK IN

ROW AS WELL AS NOTIFYING LOCAL UTILITY OWNERS OF WORK IF PERMITS ARE NOT REQUIRED.

12. LOCATION OF LATERALS TO BE DETERMINED IN THE FIELD AT THE DIRECTION OF THE OWNER.

AVOID CONFLICT WITH PROPOSED AND/OR EXISTING FACILITIES.

13. QUANTITIES SHOWN ARE FOR INFORMATION ONLY AND CONTRACTOR IS RESPONSIBLE FOR

CHECKING ALL LINES, LEVELS AND DIMENSIONS.

14. CONTRACTOR IS TO VERIFY EXISTING UTILITY ELEVATIONS PRIOR TO STARTING CONSTRUCTION.

15. CONTRACTORS TO REVIEW ALL SHEETS FOR RELATED INFORMATION.

16. LIST OF STANDARD ABBREVIATIONS -

"A.F.F" = ABOVE FINISHED FLOOR

"CB" = CATCH BASIN

"C/L" = CENTER LINE

"C.O." = CLEAN OUT (INCL. FROST SLEEVE)

"CY" = CUBIC YARDS

"D.I.W.M" = DUCTILE IRON WATER MAIN

"F.E.S" = FLARED END SECTION (CONC. ONLY)

"FFE/F.F.E" = FINISHED FLOOR ELEVATION

"F.V." = FIELD VERIFY

"INV." = INVERT

"LB" = LEACHING BASIN

"LF" = LINEAL FEET

"RCP" = REINFORCED CONCRETE PIPE

"SAN" = SANITARY

"SAN. MH" = SANITARY SEWER MANHOLE

"SF" = SQUARE FEET

"ST. MH" = STORM MANHOLE

"STM" = STORM

"SY" = SQUARE YARDS

"U.N.O" = UNLESS NOTED OTHERWISE

"YD" = YARD DRAIN

G G

STM STM

SAN SAN

E E

SANITARY SEWER

STORM SEWER

SPEC 33 31 11

SPEC 33 41 11

EX. GAS SERVICE

EX. STORM SEWER

EX. SANITARY SEWER

EX. ELECTRICAL

SYMBOL DESCRIPTION DETAIL/SPEC

WTR WTR EX. WATERMAIN

WATERMAIN SPEC 33 11 16

G G GAS SERVICE

E E ELECTRIC SERVICE

UTILITY LINETYPE LEGEND

SANITARY MANHOLE - REFER TO

UTILITY TAG FOR ADDITIONAL INFORMATION

C.O. SANITARY OR STORM CLEANOUT W/ FROST

SLEEVE

SPEC 33 05 13

CATCH BASIN OR STORM MANHOLE- REFER

TO UTILITY TAG FOR ADDITIONAL INFO

SYMBOL DESCRIPTION DETAIL/SPEC

FLARED END SECTION - STORM - REFER TO

UTILITY TAG FOR ADDITIONAL INFORMATION

WATERMAIN FITTINGS & APPURTENANCES -

REFER TO PLAN FOR SIZE SPEC 33 11 16

SPEC 33 05 13

SPEC 33 31 11

GAS METER LOCATION BY UTILITY PROVIDERM

SPEC 33 41 11

UTILITY SYMBOL LEGEND

4/C8.02

3/C8.02

1/C8.02

2/C8.02

HOLLAND CHARTER TOWNSHIP UTILITY NOTES:

1. HOLLAND CHARTER TOWNSHIP WATER SUPPLY SYSTEM, SANITARY SEWER AND SIDEWALK

STANDARD CONSTRUCTION REQUIREMENTS DATED JANUARY 2022 ARE TO BE FOLLOWED.

AVAILABLE AT www.hct.holland.mi.us.

2. ALL WATERMAIN TO BE INSTALLED PER HOLLAND CHARTER TOWNSHIP SPECIFICATIONS.

3. POLYWRAP SHALL BE INSTALLED ON ALL WATER MAIN.

4. ALL HYDRANT WEEP HOLES TO BE PLUGGED.

UTILITY NOTES:

1. ALL WORK SHALL COMPLY WITH APPLICABLE REQUIREMENTS OR THE LOCAL CODE, ORDINANCES

AND ACCIDENT/FIRE PREVENTION REGULATIONS.

2. PROTECT THE SITE, ADJACENT PROPERTY AND UTILITY SERVICES FROM DAMAGE OR DISRUPTION OF SERVICE/ACCESS. DAMAGE TO EXISTING STRUCTURES, SITE OR UTILITIES SHALL BE REPAIRED

AT THE CONTRACTORS EXPENSE.

3. UTILITIES SHOWN (IF ANY) ARE APPROXIMATE LOCATIONS DERIVED FROM ACTUAL

MEASUREMENTS OR AVAILABLE RECORDS. THIS MAP IS NOT TO BE INTERPRETED AS SHOWING

EXACT LOCATIONS OR SHOWING ALL UTILITIES IN THE AREA. SIZE AND INVERTS OF EXISTING PIPE

TO BE FIELD VERIFIED BY CONTRACTOR PRIOR TO COMMENCING WORK ON NEW UTILITY

CONNECTIONS.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING NECESSARY PERMITS FOR WORK IN ROW

AND ON ANY UTILITY CONNECTIONS OR ABANDONMENT PRIOR TO START OF CONSTRUCTION.

5. CONTRACTOR SHALL COORDINATE ANY UTILITY/SERVICE INTERRUPTIONS WITH OWNER AT LEAST

ONE WEEK IN ADVANCE. CONTRACTOR SHALL ALSO NOTIFY LOCAL UTILITY PROVIDER WHERE

APPLICABLE FOR OPERATION/DISCONNECTION OF PUBLIC OWNED EQUIPMENT.

6. CONTRACTOR SHALL ADEQUATELY PROTECT/SHORE ALL OPEN TRENCHES AS REQUIRED BY THE

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA).

7. EXISTING SEWER AND WATERMAIN LINES SHALL BE PROTECTED FROM DEBRIS AND

CONSTRUCTION.

8. WATERMAIN CONSTRUCTION IS TO BE INSPECTED BY UTILITY OWNER. PRESSURE TESTING AND

CHLORINATION OF THE WATERMAIN TO BE PERFORMED BY THE CONTRACTOR. WITNESSING OF

INSTALLATION, PRESSURIZATION, CHLORINATION AND GATHERING OF WATER SAMPLES WILL BE

PERFORMED BY THE UTILITY OWNER.

9. MAINTAIN A MINIMUM OF 5'-9" FROM FINISH GRADE TO CENTERLINE OF WATERMAIN PIPE. MAINTAIN

A MINIMUM OF 10'-0" CLEARANCE OF SANITARY SEWER MAIN.

10. HYDRANTS AND FITTINGS SHALL BE TIED AND BLOCKED. HYDRANTS AND VALVES SHALL BE

COORDINATED WITH UTILITY OWNER TO OPEN PER UTILITY OWNERS DEVELOPMENT STANDARDS.

11. CONTRACTOR SHALL BE REQUIRED TO CONTACT MISS DIG PRIOR TO STARTING ANY WORK.

CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING NECESSARY PERMITS FOR WORK IN

ROW AS WELL AS NOTIFYING LOCAL UTILITY OWNERS OF WORK IF PERMITS ARE NOT REQUIRED.

12. LOCATION OF LATERALS TO BE DETERMINED IN THE FIELD AT THE DIRECTION OF THE OWNER.

AVOID CONFLICT WITH PROPOSED AND/OR EXISTING FACILITIES.

13. QUANTITIES SHOWN ARE FOR INFORMATION ONLY AND CONTRACTOR IS RESPONSIBLE FOR

CHECKING ALL LINES, LEVELS AND DIMENSIONS.

14. CONTRACTOR IS TO VERIFY EXISTING UTILITY ELEVATIONS PRIOR TO STARTING CONSTRUCTION.

15. CONTRACTORS TO REVIEW ALL SHEETS FOR RELATED INFORMATION.

16. LIST OF STANDARD ABBREVIATIONS -

"A.F.F" = ABOVE FINISHED FLOOR

"CB" = CATCH BASIN

"C/L" = CENTER LINE

"C.O." = CLEAN OUT (INCL. FROST SLEEVE)

"CY" = CUBIC YARDS

"D.I.W.M" = DUCTILE IRON WATER MAIN

"F.E.S" = FLARED END SECTION (CONC. ONLY)

"FFE/F.F.E" = FINISHED FLOOR ELEVATION

"F.V." = FIELD VERIFY

"INV." = INVERT

"LB" = LEACHING BASIN

"LF" = LINEAL FEET

"RCP" = REINFORCED CONCRETE PIPE

"SAN" = SANITARY

"SAN. MH" = SANITARY SEWER MANHOLE

"SF" = SQUARE FEET

"ST. MH" = STORM MANHOLE

"STM" = STORM

"SY" = SQUARE YARDS

"U.N.O" = UNLESS NOTED OTHERWISE

"YD" = YARD DRAIN

1” = 50' HORIZ

1” = 5' VERT

REMOVE & REROUTE UNDERGROUND

4" IRRIGATION LINE OUTSIDE OF

WATERMAIN EASEMENT BY OWNER

AutoCAD SHX Text

BENCHMARK ELEVATION 625.63 TOP OF N'LY FLANGE BOLT ON HYDRANT

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W. 1/4 COR. SECTION 12 T5N, R16W

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SPRUCES

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SPRUCES

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CONC.

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TRANS.

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12"CAT.

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TRANS.

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8"TREE

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GAS @ BLDG.

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4"TREE

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4"TREE

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10"TREE

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AutoCAD SHX Text 12"M.

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ELEC. BOX

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TRANS.

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SPRUCE TREES/ LANDSCAPING

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8"TREES

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BLACKTOP

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BLACKTOP

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BLACKTOP

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CONC.

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CONC.

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CONC.

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CONC.

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CONC.

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CONC. (TYP.)

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CONC.

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CONC.

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CONC.

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CONC.

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SPRUCES

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10"TREE

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10"TREE

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6"TREE

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8"TREE

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10"TREE

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10"LOC.

AutoCAD SHX Text G

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METAL

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BLEACHERS

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BLOCK DUGOUT

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STONEDUST

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STONEDUST

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BATTING CAGE

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BLOCK DUGOUT

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METAL

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BLEACHERS

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METAL

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BLEACHERS

AutoCAD SHX Text 10"M.

AutoCAD SHX Text 12"M.

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BLACKTOP

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CONCRETE

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CONC.

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BLACKTOP

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CENTERLINE OF

AutoCAD SHX Text 152nd AVENUE

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E-W 1/4 LINE, SEC. 12

AutoCAD SHX Text 50'

AutoCAD SHX Text R.O.W.

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BICYCLE PATH AND WALKWAY EASEMENT PER LIBER 2622, PAGE 77

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BICYCLE PATH AND WALKWAY EASEMENT PER LIBER 2622, PAGE 77

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16.5' WIDE MICH. BELL TELE. CO. RIGHT OF WAY PER LIBER 720, PAGE 905

AutoCAD SHX Text PERMITTED ROUTE OF POLES & WIRES PER CONSUMERS POWER RIGHT OF WAY FOUND IN LIBER 500, PAGE 422

AutoCAD SHX Text E

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14"TREE

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14"MAPLE

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10"OAK

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16"BIRCH

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8"MAPLE

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12"TREE

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8"TREE

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12"BIRCH

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10"OAK

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18"MAPLE

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12"MAPLE

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BLACKTOP

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CONC.

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PINES

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CONC.

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RUBBERIZED TRACK

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& W. LINE, SW 1/4, SEC. 12

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16.5' WIDE MICH. BELL TELE. CO. RIGHT OF WAY PER LIBER 725, PAGE 325

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GREENLY ST.

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WEST OTTAWA HIGH SCHOOL SOUTH CAMPUS 2 STORY BRICK BUILDING

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BRICK PIERS FOR BUS STOP CANOPY

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BASKETBALL HOOP (TYP.)

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FOOTBALL GOAL POST

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GATE BOX ON CONC.

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SIGN

AutoCAD SHX Text N00%%D17'23"E 2597.98'

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CHAIN-LINK FENCE

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FLAG POLE

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MTL. BLDG.

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GOALPOST

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GATE POSTS

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CLOCK POLE

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RESPONSE BY: _MDN___ Triangle Associates, Inc. _____ Design Professional

1. No � See updated plan C.1.50. The west path is not included in contract. Fill small bit area at tie in point with compacted 21AA.

2. Irrigation re-route is by Owner via the allowance in this contract. Path modifications, if required, will be tracked on a T&M and are to be excluded from the bid.

3. Removed.

Triangle Associates, Inc. Signature: _____MDN_______________________________ Date: 9/6/24__________

Design Professional Signature: ___________________________________________ Date: __________________

DISTRIBUTION TO:

Field:

File: (project)

PRE BID RFI No.

Date Info. Needed By:

Date: 9/3/24

Subcontractor / Supplier:

Connan Inc

Requested By: Chris Thomas

Phone:

Fax:

West Ottawa Utility Relocation

Request for Information

BIDDING PURPOSES ONLY

Attachments:

Subject:

Reference Specification:

Reference Drawings:

Reference Detail:

Type of Question:

__ CIVIL __ STRUCTURAL __ ARCHITECTURAL __ MECHANICAL __ ELECTRICAL

Question:

1. Does the asphalt path located at the west tie in point of the watermain need to be replaced in this contract? Note: Item 8 under work category description only indicates replacement at dock lot.

2. The proposed rerouting of the irrigation line is crossing the existing path in two locations. Who will be responsible for removal and replacement of the asphalt path at those locations?

3. The topsoil that is required to be stripped for removal and replacement of utilities to be stockpiled on site or removed?

Subcontractor / Supplier Recommendation:

1. See revised sheet C1.50 � There will be no asphalt replacement. Area at loading dock to be put back with 21AA. Extent of concrete removal and replacement has now been defined. Concrete allowance is still to be carried in addition to the quantity defined. These walks will be needed for life safety and maintenance through the winter.

Triangle Associates, Inc. Signature: _____MDN_______________________________ Date: 9/6/24__________

Design Professional Signature: ___________________________________________ Date: __________________

DISTRIBUTION TO: Field:

File: (project)

PRE BID RFI No.

Date Info. Needed By:

Date: 9/3/24

Subcontractor / Supplier:

McCormick Sand, Inc.

Requested By: David P.

Vander Molen, P.E.

Phone:

Fax:

West Ottawa Utility Relocation

Request for Information

BIDDING PURPOSES ONLY

Attachments:

Subject:

Reference Specification:

Reference Drawings:

Reference Detail:

Type of Question:

__ CIVIL __ STRUCTURAL __ ARCHITECTURAL __ MECHANICAL __ ELECTRICAL

Question:

1. In regards to the pavements & sidewalk removals shown removed on sheet C1.50 for the utility work, what portions, if any, are required to be replaced with BP1? It appears that most or all of this hard surface will need to be removed for BP2.

PRE BID RFI No.

Date Info. Needed By:

Date: 9/3/24

Subcontractor / Supplier:

Site Work Solutions

Requested By: Brian Timmer

Phone:

Fax:

West Ottawa Utility Relocation

Request for Information

BIDDING PURPOSES ONLY

Attachments:

Subject:

Reference Specification:

Reference Drawings:

Reference Detail:

Type of Question:

__ CIVIL __ STRUCTURAL __ ARCHITECTURAL __ MECHANICAL __ ELECTRICAL

Question:

1. The plan shows removals beyond what is needed to install and remove utilities, it also doesn�t show removals on the asphalt walkway that would be needed to achieve installing the utilities. What are we to remove as far as concrete and asphalt? And what areas has to be replaced?

2. Does the (darkened) Score board north of the pole vault part of our removal?

3. Does the 14� tree(darkened), NW of bit path by field events part of this project�s removal?

4. Does the asphalt paved path(darkened) part of this project�s removal?

5. Item #8 requires us to replace ALL concrete back to original condition. Why are we removing concrete, just to replace it?

6. Item #8 also requires Asphalt replacement. How can we replace asphalt in December? Where is the loading dock?

7. Is the irrigation and communications going to be bored so as not to remove asphalt patch?

8. Item #11 requiring NFPA rules to flush mains, - can we talk about this as it means different things to different contractors. The excavator should not be doing the NFPA flush with the state fire marshal (also the practical bag test) this should be or has to be a fire protection contractor before hook up of the system to the FPS.

9. The topsoil we remove to install pipe, do we reinstall back? Or do we install sand to the surface?

What about in the field event area? Does the topsoil remain in stockpile or is this part of the spoils?

10. Item #16 Concrete Allowance We assume the work to strip topsoil, cut/trim grade and backfill is part of this allowance. If not provide area of concrete so we can add this costs to our base bid.

11. SW corner of site there is a concrete sidewalk that is darkened and appears to require removal along with a light pole base. Is this part of our removals?

12. Are the hydrant extensions part of this contract or are these going to be done by others?

13. The 8� water service and the 6� fire service do not show what is on the ends of them, we assume just caps mega lugged on ends? Or do they get 90 bends and risers to 1� above FF and then blind flanged?

14. 6� fire service valve is not a PIV?

1. See RFI #2 and revised sheet C1.50.

2. No. This was removed on revised sheet C1.50.

3. No.

4. No. This was removed on revised sheet C1.50

5. See RFI #2. Concrete removal and put back has been defined. This needs to be in place for life safety and maintenance over the winter.

6. There is no more asphalt replacement. See note for backfilling with compacted 21AA at the loading dock.

7. This will be tracked on a T&M as needed. Note the 10k allowance to be carried in this contract. No path removals are to be included at this time for irrigation.

8. There will be no FP contractor for this re-route and we will be hooking up new WM to the existing school. It will need to be flushed per NFPA by this trade to ensure no sand contaminates the existing system.

9. See RFI #2. Install sand at all trenches and remove topsoil from the site.

10. See #5 above and RFI #2. The allowance is in addition to the base bid concrete put back in the event the Owner wants to add walks once the re-route is complete.

11. No. This was removed on revised sheet C1.50.

12. Yes. To be included in this bid.

13. See revised sheet C4.20. Laterals were removed. These will be installed in BP02 after the building is constructed. This BP to include fittings, valves and caps for future extensions.

Triangle Associates, Inc. Signature: _____MDN_______________________________ Date: 9/6/24__________

Design Professional Signature: ___________________________________________ Date: __________________

DISTRIBUTION TO: Field:

File: (project)

WOPS-BP1 Addendum-Master

5-6244 Early Site Utility Package-Addendum 001

5-6244 C1.50

5-6244 C4.20

RFI #1

RFI #2

RFI #3

File details come from the government source that posted it. Updated Sep 10, 2024.