RFB927940-02 - WRC Campus Fiber Upgrades - Bid Issuance 2 - Drawings.pdf

PDF 7 MB Posted May 14, 2025

Attached to: Woodward Resource Center Campus Fiber Upgrades
Solicitation number: RFB927940-02
Issued by: Clinton County, Iowa

About this file

Written by GovTribe AI · Dec 1, 2025

This is a set of architectural and engineering drawings for the Woodward Resource Center Campus Fiber Upgrades project issued by the Iowa Department of Administrative Services (Project #224000704, RFB #927940-02). The project encompasses a comprehensive fiber optic network infrastructure upgrade across the WRC campus located at 1251 334th Street, Woodward, Iowa 50276. The scope includes installation of single mode fiber optic cable, conduit systems, handholes, and related telecommunications infrastructure connecting multiple campus buildings including the Medical Center, Birches, Administration Building, various cottages, and auxiliary facilities. The drawings, prepared by Shive-Hattery Inc. and issued for construction on April 25, 2025 (Bid Issuance #2), show detailed utility plans, electrical site plans, fiber routing schematics, and technical specifications across civil, architectural, electrical, and mechanical disciplines. Construction is scheduled to begin July 7, 2025, with completion anticipated by March 31, 2026. A pre-bid meeting was offered on May 22, 2025, at 10:00 AM at the facility, and electronic bid submissions through IMPACS were required by 2:00 PM on June 5, 2025.

The project specifications require bidders to provide a 5% bid security bond and demonstrate expertise in fiber optic installation, conduit systems, and utility coordination. The work involves extensive site preparation including utility locating, potholing, trench excavation, conduit installation at minimum 24-inch depth, concrete paving restoration, and landscaping restoration. Key technical requirements include compliance with Iowa Statewide Urban Design and Specifications (SUDAS), National Electrical Code standards, OSHA requirements, and proper fire-sealing of all wall and floor penetrations. The contractor bears full responsibility for utility coordination, traffic control, site restoration, and settlement monitoring for one year post-completion. All materials must be new and listed by nationally recognized testing laboratories. The project is exempt from Iowa Sales Tax and Davis Bacon Wages do not apply. Specific pricing and funding amounts are not detailed in the drawing set; however, the requirement for substantial bid security and the comprehensive scope of work across a multi-building campus indicate a significant project value.

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Other files

File	Type	Posted
1313805-event.pdf	PDF	May 14, 2025
RFB927940-02 - WRC Campus Fiber Upgrades - Bid Issuance 2 - Project Manual.pdf	PDF	May 14, 2025
RFB927940-02 - WRC Campus Fiber Upgrades - Bid Issuance 2 - Bid Form.pdf	PDF	May 14, 2025
RFB927940-02 - WRC Campus Fiber Upgrades - Bid Issuance 2 - Notice.pdf	PDF	May 14, 2025

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E n te r O ff ic e N u m b e r in G lo b a l P a ra m e te rs E n te r O ff ic e N u m b e r in G lo b a l P a ra m e te rs P h o n e

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WRC CAMPUS FIBER UPGRADES (#9279.40)

Iowa Department of Administrative Services 1251 334th St, Woodward, IA 50276

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CIVIL

00-C001 CIVIL GENERAL INFORMATION

00-C300 OVERALL UTILITY PLAN

00-C301 UTILITY PLAN

00-C302 UTILITY PLAN

00-C303 UTILITY PLAN

00-C304 UTILITY PLAN

00-C305 UTILITY PLAN

00-C306 UTILITY PLAN

00-C307 UTILITY PLAN

00-C308 UTILITY PLAN

00-C309 UTILITY PLAN

ARCHITECTURAL

00-A101 BASEMENT FLOOR PLAN

ELECTRICAL

00-EF000 GENERAL ELECTRICAL INFORMATION

00-EF100 OVERALL ELECTRCIAL FIBER SITE PLAN

00-EF101 WEST ELECTRICAL SITE PLAN

00-EF102 COTTAGE ELECTRICAL SITE PLAN

00-EF103 NORTH ELECTRICAL SITE PLAN

00-EF104 NORTH SITE FIBER OPTIC BACKBONE - MEDICAL CENTER & BIRCHES

00-EF105 NORTH SITE ELECTRICAL - COTTAGES FIBER UPDATES

00-EF106 WEST SITE ELECTRICAL - ADMINISTRATION BUILDING FIBER UPDATES

00-EF400 ELECTRICAL DETAILS

00-EF500 RISER DIAGRAM

SHEET NUMBER GENERAL INFORMATION INDEX

00-G000 COVER SHEET

PAGES, SHEETS OR DIVISIONS COVERED BY THIS SEAL

MY LICENSE RENEWAL DATE IS DECEMBER 31,

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS

PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I

AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS

OF THE STATE OF IOWA.

PRINTED OR TYPED NAME

SIGNATURE DATE

LICENSE NUMBER

Kevin J. Bruxvoort

Odd

19927

ELECTRICAL ENGINEER

PAGES, SHEETS OR DIVISIONS COVERED BY THIS SEAL

MY LICENSE RENEWAL DATE IS DECEMBER 31,

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS

PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I

AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS

OF THE STATE OF IOWA.

PRINTED OR TYPED NAME

SIGNATURE DATE

LICENSE NUMBER

Kyle A. Lawson

Odd

26414

CIVIL ENGINEER

I HEREBY CERTIFY THAT THE PORTION OF THIS TECHNICAL

SUBMISSION DESCRIBED BELOW WAS PREPARED BY ME OR UNDER

MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY

LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF IOWA.

PAGES, SHEETS OR DIVISIONS COVERED BY THIS SEAL

PRINTED OR TYPED NAME

SIGNATURE

MY LICENSE RENEWAL DATE IS JUNE 30,

DATE

ARCHITECT

LICENSE NUMBER

Cameron L. Manley

Odd

06716

PAGES, SHEETS OR DIVISIONS COVERED BY THIS SEAL

MY LICENSE RENEWAL DATE IS DECEMBER 31,

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS

PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I

AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS

OF THE STATE OF IOWA.

PRINTED OR TYPED NAME

SIGNATURE DATE

LICENSE NUMBER

John D. Baumhover

25737

MECHANICAL ENGINEER

DISPATCH SHEET INDEXSHEET NUMBER

SHEET NUMBER GENERAL INFORMATION INDEX

Mechanical items

A Sheet

G Sheet; EF Sheets

C Sheets

4-25-2025

BID ISSUANCE # 2

PAGES, SHEETS OR DIVISIONS COVERED BY THIS SEAL

MY LICENSE RENEWAL DATE IS DECEMBER 31,

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS

PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I

AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS

OF THE STATE OF IOWA.

PRINTED OR TYPED NAME

SIGNATURE DATE

LICENSE NUMBER

Kevin J. Bruxvoort

Odd

19927

ELECTRICAL ENGINEER

PAGES, SHEETS OR DIVISIONS COVERED BY THIS SEAL

MY LICENSE RENEWAL DATE IS DECEMBER 31,

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS

PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I

LICENSE NUMBER

Kyle A. Lawson

Odd

26414

CIVIL ENGINEER

I HEREBY CERTIFY THAT THE PORTION OF THIS TECHNICAL

SUBMISSION DESCRIBED BELOW WAS PREPARED BY ME OR UNDER

MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY

LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF IOWA.

PAGES, SHEETS OR DIVISIONS COVERED BY THIS SEAL

PRINTED OR TYPED NAME

SIGNATURE

MY LICENSE RENEWAL DATE IS JUNE 30,

DATE

ARCHITECT

LICENSE NUMBER

Cameron L. Manley

Odd

06716

PAGES, SHEETS OR DIVISIONS COVERED BY THIS SEAL

MY LICENSE RENEWAL DATE IS DECEMBER 31,

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS

PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I

LICENSE NUMBER

John D. Baumhover

25737

MECHANICAL ENGINEER

Mechanical items

A Sheet

G Sheet; EF Sheets

C Sheets

4-25-2025

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GENERAL NOTES

1. THE LOCATIONS OF UTILITY MAINS, STRUCTURES AND SERVICE CONNECTIONS PLOTTED ON THE

DRAWINGS ARE APPROXIMATE ONLY AND WERE OBTAINED FROM RECORDS MADE AVAILABLE TO

SHIVE-HATTERY, INC. THERE MAY BE OTHER EXISTING UTILITY MAINS, STRUCTURES AND SERVICE

CONNECTIONS NOT KNOWN TO SHIVE-HATTERY, INC. AND NOT SHOWN ON THE DRAWINGS. THE

VERIFICATION OF EXISTENCE OF AND THE DETERMINATION OF THE EXACT LOCATION OF UTILITY

MAINS, STRUCTURES AND SERVICE CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE

CONSTRUCTION CONTRACTOR(S).

2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT CRITICAL

LOCATIONS TO VERIFY EXACT HORIZONTAL AND VERTICAL LOCATION.

3. THE FACILITY WILL COMPLETE PRIVATE UTILITY LOCATES OF KNOWN FACILITY UTILITIES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL LOCATES AND CONFIRM THEY ARE COMPLETED

PRIOR TO THE START OF CONSTRUCTION.

4. IOWA CODE 480, UNDERGROUND FACILITIES INFORMATION, REQUIRES VERBAL NOTICE TO IOWA ONE-CALL BY CALLING 811 OR 1-800-292-8989 NOT LESS THAN 48 HOURS BEFORE EXCAVATING, EXCLUDING WEEKENDS AND HOLIDAYS.

5. NOTIFY UTILITY COMPANIES WHOSE FACILITIES ARE SHOWN ON THE PLANS OR KNOWN TO BE WITHIN

THE CONSTRUCTION LIMITS OF THE SCHEDULE PRIOR TO EACH STAGE OF CONSTRUCTION.

6. UNLESS OTHERWISE SPECIFIED, ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MOST

RECENT EDITION OF IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS).

7. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY/STATE REGULATIONS/CODES AND

OSHA STANDARDS.

8. THE MEANS OF THE WORK AND THE SAFETY OF THE CONTRACTOR'S EMPLOYEES ARE SOLELY THE

RESPONSIBILITY OF THE CONTRACTOR.

9. NO WORK SHALL BE PERFORMED BEYOND THE PROJECT LIMITS WITHOUT PRIOR AUTHORIZATION

FROM THE OWNER'S REPRESENTATIVE.

10. PROTECT EXISTING UTILITIES DURING CONSTRUCTION.

11. MAINTAIN POSITIVE DRAINAGE ON THE SITE THROUGHOUT THE PROJECT DURATION.

12. SITE CLEAN-UP SHALL BE PERFORMED ON A DAILY BASIS. DRIVES, ROADWAYS, ETC. SHALL BE KEPT

CLEAN AT ALL TIMES.

13. ALL OPEN EXCAVATIONS SHALL BE PROTECTED.

14. REPAIR OR REPLACE DAMAGED SITE FEATURES (WALLS, PAVEMENT, UTILITIES, FENCES, ETC.) TO

REMAIN AT NO ADDITIONAL EXPENSE TO THE STATE.

15. ANY WORK REQUIRED TO COMPLETE THE SCOPE OF THIS PROJECT BUT NOT SPECIFICALLY CALLED OUT SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. NO ADDITIONAL COMPENSATION TO BE

ALLOWED FOR THE COMPLETION OF THIS WORK.

16. WORK WHICH DOES NOT CONFORM TO THE REQUIREMENTS OF THE CONTRACT WILL BE CONSIDERED

UNACCEPTABLE. UNACCEPTABLE WORK, WHETHER THE RESULT OF POOR WORKMANSHIP, USE OF

DEFECTIVE MATERIALS, DAMAGE THROUGH CARELESSNESS OR ANY OTHER CAUSE FOUND TO EXIST

PRIOR TO THE FINAL ACCEPTANCE OF THE WORK SHALL BE REMOVED AND REPLACED IN AN

ACCEPTABLE MANNER AS REQUIRED BY THE OWNER'S REPRESENTATIVE AT THE CONTRACTOR'S

EXPENSE. WORK DONE CONTRARY TO THE INSTRUCTIONS OF THE OWNER'S REPRESENTATIVE, WORK

DONE BEYOND THE LINES SHOWN ON THE PLANS OR ANY EXTRA WORK DONE WITHOUT WRITTEN

AUTHORIZATION WILL NOT BE PAID FOR.

17. THE CONTRACTOR SHALL MATCH EXISTING GRADES AT THE CONSTRUCTION LIMITS.

18. STAGING LOCATIONS AND CONSTRUCTION ACCESS ROUTES FOR CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE COORDINATED WITH AND APPROVED BY THE FACILITY AND CONSTRUCTION

MANAGER.

19. THE CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURES NECESSARY TO PROTECT AGAINST SILTATION, EROSION AND DUST POLLUTION ON THE PROJECT SITE AND ANY OFF-SITE BORROW OR DISPOSAL AREAS USED FOR THIS PROJECT. COMPLY WITH SOIL EROSION CONTROL REQUIREMENTS

OF IOWA CODE, FEDERAL REGULATIONS AND LOCAL ORDINANCES.

20. CONTROL DUST SPREADING FROM ALL WORK AND STAGING AREAS.

21. CONTRACTOR TO COORDINATE ANY SITE, UTILITY OR GRADE ADJUSTMENTS WITH THE CONSTRUCTION

MANAGER PRIOR TO PROCEEDING WITH THE WORK.

22. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF WORK OF ALL

SUBCONTRACTOR(S) INVOLVED ON THE PROJECT.

CONSTRUCTION STAGING NOTES

1. CONTRACTOR SHALL COORDINATE ALL STAGING AREAS WITH THE FACILITY AND CONSTRUCTION

MANAGER.

2. CONTRACTOR SHALL REPLACE ALL PAVEMENT DAMAGED BY CONSTRUCTION ACTIVITIES AT THE END OF CONSTRUCTION. CONTRACTOR TO PROVIDE PHOTO DOCUMENTATION OF EXISTING CONDITIONS

PRIOR TO BEGINNING WORK.

3. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS NOT TO BE PAVED TO THEIR ORIGINAL

CONDITION AT THE END OF CONSTRUCTION. CONTRACTOR TO PROVIDE PHOTO DOCUMENTATION

PRIOR TO BEGINNING WORK.

4. CONTRACTOR SHALL PROVIDE BARRICADES, FENCING OR OTHER DEVICES TO KEEP UNAUTHORIZED

PERSONNEL OUT OF PROJECT SITE.

TRAFFIC AND PEDESTRIAN CONTROL NOTES

1. CONTRACTOR IS ALLOWED TO CLOSE DOWN LIMITED PARKING AND DRIVES DURING CONSTRUCTION.

ACCESS TO ADJACENT BUILDINGS, DRIVES, PARKING, AND SIDEWALKS ARE TO BE MAINTAINED THROUGHOUT CONSTRUCTION. PHASING OF UTILITY CONSTRUCTION AND ROAD PATCHING WILL BE REQUIRED TO MAINTAIN VEHICULAR AND PEDESTRIAN TRAFFIC TO ALL BUILDINGS AND SHALL BE

COORDINATED WITH SCHEDULES OF OTHER TRADES, CONTRACTORS, AND UTILITY COMPANIES.

2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTROL TRAFFIC DURING CONSTRUCTION AND PROVIDE ADEQUATE TRAFFIC AND PEDESTRIAN CONTROL AND SIGNAGE. AT A MINIMUM CONTRACTOR TO PROVIDE

TYPE 4 BARRICADES AT EACH END OF CLOSED ROADS AND DRIVES.

3. CONTRACTOR TO INSTALL AND MAINTAIN CONSTRUCTION FENCE AROUND ALL AREAS OF ACTIVE CONSTRUCTION. CONTRACTOR SHALL ASSUME PEDESTRIAN TRAFFIC WILL BE IN THE AREA THROUGHOUT

THE PROJECT DURATION.

4. OWNER/CONSTRUCTION MANAGER TO INSTALL TEMPORARY GRANULAR SURFACING AND CHAIN LINK

FENCE AND GATES AROUND PROPOSED CONSTRUCTION STAGING AREAS. CONTRACTORS TO

COORDINATE WITH CONSTRUCTION MANAGER ON PORTIONS OF STAGING AREA THAT ARE REQUIRED FOR

THEIR SCOPE OF WORK AND COORDINATE WITH ALL OTHER CONTRACTORS AND TRADES ONSITE.

5. PEDESTRIAN ACCESS MUST BE MAINTAINED TO ALL BUILDINGS THROUGHOUT CONSTRUCTION.

PEDESTRIAN ACCESS MUST BE MAINTAINED AT ALL TIMES BETWEEN COTTAGES, GYM/SCHOOL, AND KITCHEN BUILDINGS. COORDINATE WITH FACILITY AND CONSTRUCTION MANAGER ON PHASING AND SHUT DOWN OF ALL DRIVES AND SIDEWALKS. TEMPORARY GRANULAR PATCHES WILL BE REQUIRED FOR ANY DRIVES AND SIDEWALKS WHICH ARE NOT PATCHED WITH CONCRETE IN A TIMELY MANNER TO LIMIT

DISRUPTIONS TO CAMPUS TRAFFIC AND PEDESTRIAN FLOW.

THE MOST RECENT EDITION OF THE IOWA STATEWIDE URBAN DESIGN

SPECIFICATIONS FOR PUBLIC IMPROVEMENTS SHALL APPLY TO ALL

WORK PERFORMED ON THIS PROJECT EXCEPT AS MODIFIED HEREIN.

DEMOLITION NOTES

1. CONTRACTOR SHALL REPLACE AT NO COST TO THE OWNER ALL DAMAGED STREETS, DRIVES,

SIDEWALKS, CURB AND GUTTER, SIGNS, PAVEMENT MARKINGS, LIGHTS, FENCES AND ALL OTHER SURFACE

STRUCTURES NOT SCHEDULED TO BE REMOVED DURING THE COURSE OF THE WORK.

2. ALL LANDSCAPING INCLUDING TREES, SHRUBS, PERENNIALS NOT CALLED OUT TO BE REMOVED OR APPROVED FOR REMOVAL BY CONSTRUCTION MANAGER SHALL BE PROTECTED AND REPLACED AT NO COST TO THE OWNER IF DAMAGED DURING CONSTRUCTION. REPLACE TREES WITH (1) EQUIVALENT TREE UP TO 6" CALIPER AND (1) ADDITIONAL TREE FOR EVERY 6" CALIPER BEYOND THAT. ALL PLANTS THAT ARE

DESTROYED OR DAMAGED SHALL BE REPLACED WITH NEW PLANTS OF THE EQUIVALENT TYPE.

3. WHERE A SECTION OF PAVEMENT, CURB AND GUTTER, OR SIDEWALK IS CUT OR OTHERWISE

DAMAGED BY THE CONTRACTOR, THE ENTIRE SECTION SHALL BE REMOVED AND REPLACED. PAVEMENT, CURBS, GUTTERS, AND SIDEWALKS SHALL BE REMOVED TO THE NEAREST JOINT A MINIMUM OF TWO FEET BEYOND THE EDGE OF ALL EXCAVATIONS. CONTRACTOR SHALL DOCUMENT (OR PHOTO) ALL CRACKED

PCC PAVEMENT OR DAMAGED HMA PAVEMENT PRIOR TO CONSTRUCTION. IF NEW CRACKS IN PCC

PAVEMENT DEVELOP OR HMA PAVEMENT IS DAMAGED DUE TO THE CONSTRUCTION TRAFFIC (EXTENDS BEYOND CONSTRUCTION LIMITS), CONTRACTOR SHALL REPLACE DAMAGED AREA AT NO ADDITIONAL COST

TO OWNER.

EXCAVATION NOTES

1. EXCAVATE TRENCH AND PROVIDE PIPE BEDDING AND BACKFILL MATERIAL PER IOWA SUDAS

SPECIFICATIONS.

2. STRIP, STOCKPILE, AND RESPREAD A MINIMUM OF 6” OF TOPSOIL IN ALL SOD AREAS DISTURBED BY CONSTRUCTION. DISTURBED AREAS SHALL BE LEFT IN SMOOTH CONDITIONS READY FOR FINAL SEEDBED PREPARATION BY FACILITY. GRADE ALL DISTURBED AREAS TO DRAIN AS PONDING OF WATER WILL NOT BE

ACCEPTABLE.

3. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH AND FILL SETTLEMENT FOR THE PROJECT'S ONE

YEAR WARRANTY PERIOD. CONTRACTOR SHALL PROVIDE ADDITIONAL FILL MATERIAL FOR ALL

SETTLEMENT AREAS AFTER SITE RESTORATION HAS BEEN COMPLETED. FACILITY WILL BE RESPONSIBLE

FOR RESEEDING.

4. OWNER WILL PROVIDE AN EXCESS SOIL AND UTILITY SPOILS DISPOSAL SITE AVAILABLE ONSITE.

CONTRACTORS WILL BE RESPONSIBLE FOR STRIPPING AND RESPREADING TOPSOIL AND LEAVING THE WASTE SITE IN A SMOOTHLY GRADED CONDITION AT THE END OF CONSTRUCTION. ONLY CLEAN SOIL MATERIAL AND GRANULAR MATERIAL LESS THAN 1.5" DIAMETER WILL BE ALLOWED TO BE PLACED ONSITE.

ALL DEBRIS AND LARGER ROCK OR CONCRETE WASTE SHALL BE DISPOSED OF OFFSITE. POTHOLE MUD

DISPOSAL WILL NOT BE PERMITTED ONSITE AND SHOULD BE DISPOSED OF OFFSITE.

UTILITY NOTES

1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH IOWA SUDAS STANDARD SPECIFICATIONS AND

IOWA DOT SPECIFICATIONS AND STANDARD ROAD PLANS, AND ROAD DESIGN DETAILS, UNLESS

OTHERWISE NOTED ON THE DRAWINGS.

2. ALL OPEN EXCAVATIONS SHALL BE PROTECTED WITH SAFETY FENCE, BARRIERS OR BARRICADES IN

ACCORDANCE WITH OSHA.

3. CONTRACTOR TO IMPLEMENT TEMPORARY SHORING OR SUPPORT AT ALL UTILITY CROSSINGS AS REQUIRED BY CONTRACTORS MEANS AND METHODS. ALL DAMAGE TO EXISTING UTILITIES SHALL BE

REPAIRED AT NO ADDITIONAL COST TO THE OWNER.

PAVEMENT GENERAL NOTES

1. EXISTING ASPHALT PAVEMENT SHALL BE REMOVED AS REQUIRED FOR UTILITY INSTALLATION AND REPLACED WITH PCC PAVEMENT UNLESS PRIOR APPROVAL IS PROVIDED BY ENGINEER TO REPLACE WITH

ASPHALT PATCHES.

2. ALL SLOPES IN PAVEMENT SHALL BE UNIFORM TO AVOID PONDING. ANY PONDING ON PAVEMENT PATCHES OR ADJACENT TO PATCHES WILL BE CONSIDERED UNACCEPTABLE AND SHALL BE REPLACED.

3. SALVAGE ALL SIGNS WITHIN THE CONSTRUCTION LIMITS AND REINSTALL IN THE SAME LOCATION AND CONDITION AFTER CONSTRUCTION. ANY STREET SIGNS OR POLES DAMAGED DURING THE COURSE OF

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

4. USE TYPE "A" COMPACTION ON SUBGRADE AND SUBBASE, TYPE "A" COMPACTION PER IOWA DOT

STANDARD SPECIFICATION FOR HIGHWAY AND BRIDGE CONSTRUCTION.

5. IN THE EVENT THAT PAVEMENT PATCHES ON ROADS AND SIDEWALKS CANNOT BE COMPLETED

BEFORE THE COLD WEATHER SEASON BEGINS, CONTRACTOR MAY INSTALL TEMPORARY ROCK PATCHES IN AREAS WHERE PAVEMENT HAS BEEN REMOVED RATHER THAN COMPLETE PAVEMENT PATCHES IN LESS THAN IDEAL WEATHER CONDITIONS. TEMPORARY ROCK PATCHES SHALL BE A MINIMUM OF 8” DEEP AND

COMPACTED. CONTRACTOR TO MAINTAIN TEMPORARY ROCK PATCHES THROUGHOUT THE WINTER

SEASON INCLUDING SUPPLEMENTING WITH ADDITIONAL ROCK AS REQUIRED AND INSTALL PERMANENT

PAVEMENT PATCHES AS SHOWN IN PLANS IN ACCEPTABLE WEATHER CONDITIONS.

6. ALL EXISTING PAINT STRIPING WHICH IS REMOVED AS PART OF THE PROJECT SHALL BE REPLACED TO MATCH EXISTING STRIPING AND SYMBOLS. IF PARTIAL PAINT STRIPES ARE REMOVED, THE ENTIRE STRIPE SHALL BE REPLACED. ALL STRIPING AND MATERIAL SHALL BE INSTALLED ACCORDING TO SUDAS

REQUIREMENTS.

SURFACE RESTORATION NOTES

1. SCARIFY AREAS TO RECEIVE TOPSOIL TO A MINIMUM DEPTH OF 6". REMOVE ALL STONES, WOOD AND OTHER DEBRIS LARGER THAN 2" FROM AREAS TO RECEIVE TOPSOIL. DO NOT COMPACT TOPSOIL.

2. FINISH GRADE ALL AREAS DISTURBED BY THEIR OWN WORK TO WITHIN +/- 0.10 FEET OF EXISTING GRADES AND LEAVE IN A CONDITION REQUIRING MINOR SEED BED PREPARATION AND HARROWING PRIOR

TO SEEDING OPERATIONS BY OTHERS.

3. EXISTING FACILITIES (CURBS, PAVEMENT, UTILITIES, ETC.) THAT ARE TO REMAIN AND DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE

TO THE OWNER.

SITE WORK TECHNICAL SPECIFICATIONS

THE MOST RECENT EDITION OF THE IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) AND IOWA DOT SPECIFICATIONS SHALL APPLY TO ALL SITE WORK PERFORMED ON THIS PROJECT EXCEPT AS MODIFIED HEREIN. MEASUREMENT AND PAYMENT SECTIONS AND ADDITIONAL COMPENSATION REFERENCES SHALL NOT APPLY TO THIS PROJECT AS IT IS A LUMP SUM BID .

CONTRACTOR SHALL SUBMIT SHOP DRAWING SUBMITTALS FOR ALL PROPOSED PRODUCTS.

A. CONCRETE PAVING:

CONCRETE: MATERIALS AND MIXING FOR ALL CONCRETE WORK, UNLESS OTHERWISE SPECIFIED, SHALL CONFORM TO IOWA DOT SPECIFICATIONS, SECTIONS 2301.03 THROUGH 2301.06, 2301.13 AND 2301.28 FOR AIR-ENTRAINED TYPE C-4 MIX WITH TYPE I CEMENT

FLY ASH (CONTRACTOR'S OPTION) - ASTM C618, TYPE C, NOT TO EXCEED 15% OF CEMENTITIOUS MATERIAL.

COARSE AGGREGATE DURABILITY SHALL BE CLASS III, 3/4" MAX.

COMPRESSIVE STRENGTH: 2800 PSI @ 7 DAYS AND 4000 PSI @ 28 DAYS

SLUMP: 3" ± 1".

AIR CONTENT: 7.0% ± 1.0%

WATER/CEMENT RATIO: NOT TO EXCEED 0.53

FINISH: MATCH EXISTING FINISH FOR ROADWAY AND SIDEWALK PATCHING.

TESTING - ONE SET OF TEST CYLINDERS REQUIRED FOR EACH 100 C.Y. OR PORTION THEREOF, OF CONCRETE POURED PER WORK LOCATION. CONCRETE TESTING TO BE DONE AND PAID FOR BY OWNER. CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL

REQUIRED TESTING AND GEOTECHNICAL WORK WITH CONSTRUCTION MANAGER.

SURFACE CURING: CONTRACTOR SHALL APPLY WHITE PIGMENT LIQUID CURING COMPOUND IN A FINE SPRAY TO FORM CONTINUOUS UNIFORM FILM AFTER FINISHING AND SURFACE MOISTURE HAS DISAPPEARED, OR WITHIN 30 MINUTES AFTER FORMS ARE REQUIRED.

SUBMIT CONCRETE MIX DESIGN FOR APPROVAL.

COLD WEATHER CONCRETE: WHEN THE ATMOSPHERIC AIR TEMPERATURE MAY BE EXPECTED TO DROP BELOW 40°F AT THE TIME CONCRETE IS DELIVERED TO THE WORK SITE, DURING PLACEMENT, OR AT ANY TIME DURING CURING PERIOD, CONCRETE SHALL BE MIXED, PLACED, AND PROTECTED IN ACCORDANCE WITH ACI STANDARD 306, "RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING." IT IS THE OWNERS PREFERENCE TO AVOID COLD WEATHER CONCRETE FOR THIS PROJECT AND PROVIDE TEMPORARY

GRANULAR SURFACING FOR SIDEWALK AND PAVING AS REQUIRED.

B. PAVEMENT JOINTING

PROVIDE IDOT TYPE 'RD' JOINTS TO TIE INTO ALL ABUTTING PAVEMENT.

PROVIDE IDOT TYPE 'DW' JOINTS AT END OF DAY PAVING INCLUDING ALL COLD JOINTS.

PROVIDE IDOT TYPE 'C' JOINTS TO MATCH EXISTING SPACING OR AT MAXIMUM SPACING OF 12' UNLESS OTHERWISE APPROVED BY

ENGINEER.

PROVIDE IDOT TYPE 'L-1' JOINTS FOR ALL LONGITUDINAL JOINTS.

INSTALL SIDEWALK EXPANSION JOINTS TO MATCH EXISTING CONDITIONS AND AS DIRECTED BY THE ENGINEER.

SIDEWALK REPLACEMENTS WHICH ARE ADJACENT TO STRUCTURAL STOOPS OR TUNNEL CAPS SHALL BE TIED TO EXISTING FROST FREE STRUCTURES WITH 24" LONG #4 TIE BARS EMBEDDED A MINIMUM OF 9" INTO THE EXISTING STRUCTURE TO PREVENT

SETTLEMENT AND FROST HEAVE.

SAW CUTTING TO BE COMPLETED A MAXIMUM OF 24 HOURS FROM CONCRETE PLACEMENT. RANDOM CRACKING CAUSED BY DELAYED

SAW CUTTING MAY REQUIRE REMOVAL AND REPLACEMENT.

ALL PAVEMENT JOINTS SHALL BE SEALED ACCORDING TO IOWA DOT SPECIFICATIONS.

C. PAVEMENT REINFORCING STEEL: PAVING REINFORCEMENT SHALL BE ASTM A615 GRADE 60 AND SHALL HAVE A PROTECTIVE COATING OF EPOXY APPLIED BY ELECTROSTATIC SPRAY METHOD IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM A775.

D. GRANULAR SURFACING

MATERIALS AND INSTALLATION TO MEET IDOT SPECIFICATIONS 4120, CLASS A ROADSTONE.

E. TRENCH EXCAVATION AND BACKFILL

BEDDING AND BACKFILL MATERIAL: SHALL COMPLY WITH IOWA SUDAS SECTION 3010.

BACKFILL COMPACTION REQUIREMENTS:

1. UNDER AND WITHIN FIVE (5) FEET OF PAVEMENT, SIDEWALKS, GRANULAR SURFACING, OR OTHER SURFACE IMPROVEMENTS

SHALL BE COMPACTED TO A MINIMUM 95% OF MAXIMUM STANDARD PROCTOR DENSITY.

2. UNDER LANDSCAPING AND LAWN AREAS SHALL BE COMPACTED TO A MINIMUM OF 90% OF MAXIMUM STANDARD PROCTOR

DENSITY.

COMPACTION TESTING SHALL BE COMPLETED ON A FREQUENCY OF ONE TEST PER 100 LINEAR FEET AT APPROXIMATELY EVERY OTHER 8" LIFT OR AT ALTERNATIVE LOCATIONS AND FREQUENCIES AS RECOMMENDED BY TESTING AGENCY. COMPACTION TESTING TO BE DONE BY AN INDEPENDENT TESTING LABORATORY AND PAID FOR BY OWNER. CONTRACTOR SHALL COORDINATE AND SCHEDULE

ALL REQUIRED TESTING AND GEOTECHNICAL WORK WITH CONSTRUCTION MANAGER.

CONTRACTOR IS RESPONSIBLE FOR ALL DEWATERING WHICH MAYBE REQUIRED INCIDENTAL TO THE CONDUIT INSTALLATION.

12"12" 12"12"

12"

24" 24"

24"

12"

18"

30"

36"

6"6"

12" 24"

12"

12" 12"

12"

18"

18" 18"

18"

24"

30"

36" 36"

36"

54"

E- H

R Y.

C O

A B C D E F HG

Pr in te d:

D R

B Y

D B

O R

E D

D B

O O

T N

U M

\P ro je ct s\

De liv er ab le s\

Dr aw in gs

\1 _C ivi l\W

O O

R O

.d wg 4/

A M

00-C300

L U

C R

C O

R U

O N

-0 4-

40 ---

---W R

C C

.4 0)

A D

T O

4T H

S T.

W O

O D

D , I

C302

C306

C303

C307

C309

C308

C304 C305

C301

NORTH

POTHOLING NOTES:

1. EXACT LOCATION AND DEPTHS OF EXISTING UTILITIES ARE UNKNOWN. IT IS RECOMMENDED THAT

THE CONTRACTOR POTHOLE TO LOCATE EXISTING UTILITIES AND CRITICAL CROSSINGS AT A

MINIMUM THE UTILITY CROSSING LOCATIONS SHOWN AND AT ADDITIONAL LOCATIONS REQUIRED BY

CONSTRUCTION

2. IT IS RECOMMENDED THAT THE CONTRACTOR LOCATE ALL TUNNEL CROSSINGS TO VERIFY TUNNEL

DEPTHS.

3. ONSITE POTHOLING MUD DISPOSAL WILL NOT BE ALLOWED. CONTRACTOR TO PROPERLY DISPOSE

OF ALL WASTE MUD OFFSITE ACCORDING TO ALL REGULATIONS

GENERAL CONDUIT NOTES:

1. CONTRACTOR SHALL COORDINATE EXACT BUILDING ENTRANCE LOCATIONS WITH ELECTRICAL

PLANS AND AS REQUIRED BY EXISTING CONDITIONS AND ACCESS REQUIREMENTS - COORDINATE ALL LOCATION ADJUSTMENTS WITH CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO ANY FIELD

ADJUSTMENTS BEING MADE.

2. CONFIRM EXACT BUILDING ENTRANCE LOCATIONS WITH CONSTRUCTION MANAGER PRIOR TO ANY

CONSTRUCTION AND CONDUIT PLACEMENT

3. GENERAL PULL BOX/HANDHOLE LOCATIONS ARE SHOWN ON DRAWINGS AND SHALL BE CONFIRMED AND ADJUSTED BY CONTRACTOR AS REQUIRED BY CONSTRUCTION MEANS AND METHODS. CONFIRM

EXACT PULL BOX LOCATIONS WITH CONSTRUCTION MANAGER PRIOR TO INSTALLATION.

12" 24"

12"

18"

24"

30"

30"36"

36"

STORM MH

RIM = 1045.45

STORM MH

RIM = 1045.55

STORM INT

RIM = 1044.76

STORM INT (BEEHIVE)

RIM = 1045.22

RETAINING WALL

(CONCRETE)

RETAINING WALL

W/ HANDRAIL

(CONCRETE)

RETAINING WALL

W/ HANDRAIL

(CONCRETE)

RIM = 1057.67

RIM = 1057.04

STORM INT

RIM = 1058.52

CONCRETE

PAD

VAULT ACCESS

(UNKNOWN)

CONCRETE

PAD

LOADING RAMP

(CONCRETE)

CONCRETE

PAD

STAIRWELL

STAIRS W/

HANDRAIL

LOADING DOCK

(CONCRETE)

LOADING RAMPS

(CONCRETE)

CONCRETE

PAD

STAIRWELL

VAULT ACCESS

(UNDERGROUND

FUEL TANKS)

BUILDING

BUILD

ING

ILD

BUILD

ING

GRAVEL

G R

STORM INT (BEEHIVE)

RIM = 1045.25

ASPHALT

G R

CONCRETE

PAD (DETERIORATED)

CONCRETE

SAN MH

RIM = 1056.81

CONCRETE

ILD

KSI

GRAVEL

RIM = 1050.11

RIM = 1050.05

RIM = 1050.18

CONCRETE

PAD

CHAINLINK

FENCE

CONCRETE

PAD

SIDEWALK

ACCESS VAULT

(STEEL)

CONCRETE

PAD

CHAINLINK FENCE

ACCESS VAULT

(STEEL)

GATE

BIRCHES

POWER

HOUSE

DETAIL

SHOP

BUILDING

ILD

GRAVEL

G R

GRAVEL

ASPHALT

APPROXIM

ATE LO

CATIO

(PER RECORD DRAWING)

APPROXIM

ATE LO

CATIO

ER R

ECORD D

RAWIN

APPROXIMATE LOCATION

(PER RECORD DRAWING)

G R

CONCRETE

OXI

MAT

CAT

ORD D

RAW

O R

D D

)APPROXIMATE LOCATION

(PER RECORD DRAWING)

O R

D D

APPROXIMATE LOCATION

(PER RECORD DRAWING)

APPROXIMATE LOCATION

(PER RECORD DRAWING)

O R

D D

O N

CONCRETE

SAN MH

RIM = 1056.81

STORM MH

RIM = 1045.45

STORM MH

RIM = 1045.55

RETAINING WALL

W/ HANDRAIL

(CONCRETE)

RIM = 1057.67

RIM = 1057.04

RIM = 1058.72

CONCRETE

PAD

CONCRETE

PAD

VAULT ACCESS

(UNKNOWN)

CONCRETE

PAD

LOADING RAMP

(CONCRETE)

CONCRETE

PAD

CONCRETE

PAD

CONCRETE

PAD

STAIRWELL

STAIRS W/

HANDRAIL

LOADING DOCK

(CONCRETE)

LOADING RAMPS

(CONCRETE)

CONCRETE

PAD

STAIRWELL

RETAINING WALL

W/ HANDRAIL

(CONCRETE)

CONCRETE

EDGING

STORM INT (BEEHIVE)

RIM = 1045.25

CONCRETE

PAD (DETERIORATED)

ABANDONED

(DRONE LOCATE)

PER MAPPING (1983)

CAPPED (1983)

PER

MAPPING

(DRONE LOCATE)

C301 C304

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

UTILITY CROSSING

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

UTILITY CROSSING

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

UTILITY CROSSING

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

UTILITY CROSSING

HANDHOLE (TYP)

UTILITY CROSSING

FIBER OPTIC CONDUIT -

SEE ELECTRICAL (TYP)

UTILITY CROSSING

HANDHOLE (TYP)

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

TUNNEL CROSSING

E- H

R Y.

C O

A B C D E F HG

Pr in te d:

D R

B Y

D B

O R

E D

D B

O O

T N

U M

\P ro je ct s\

De liv er ab le s\

Dr aw in gs

\1 _C ivi l\W

O O

R O

.d wg 4/

A M

00-C301

C R

C O

R U

O N

-0 4-

40 ---

---W R

C C

.4 0)

A D

T O

4T H

S T.

W O

O D

D , I

NORTH

12"

12" 12"

12"

24"

12"

18"

30"

36"

BUILDING

GRAVEL

CONCRETE

GRAVEL

UNKNOWN

RED PIPE

CONCRETE

VAULT ACCESS

(UNKNOWN)

CONCRETE

PAD

VAULT ACCESS

(UNKNOWN)

VAULT ACCESS

(ELECTRIC)

CONCRETE

PAD

GAZEBO ON

CONCRETE PAD

STORM MH

RIM = 1073.96

SIDEWALK

SID

ALK

SID

ALK

18" RCP

IE = 1067.68

SIDEWALK

SID

ALK

SIDEW

ALK

SIDEWALK

SID

ALK

SID

ALK

SID

EWALK

ASH AVENUE

MAGNOLIA DRIVE

MAGNOLIA

RIVE

CONCRETE

RIM = 1074.61

RIM = 1071.82

RIM = 1075.02

RIM = 1078.48

RIM = 1073.03

RIM = 1076.29

SWINGSET

BLOCK RETAINING

WALL

PARKING AREA

PARKIN

G AREA

CONCRETE

CHAINLINK

FENCE

STAIRWELL

(BELOW GROUND)

CONCRETE

CHAINLINK

FENCE

CONCRETE

STAIRWELL

(BELOW GROUND)

STAIRS

ACCESS VAULT

(STEEL)

ACCESS VAULT

(STEEL)

ACCESS VAULT

(STEEL)

ACCESS VAULT

(STEEL)

LOADING RAMP

W/ HANDRAIL

PARKING AREA

PARKIN

G AREA

SID

ALK

ADMINISTRATION

BUILDING

HEMLOCK

CHAPEL/CAMPUS

CENTER

ACCESS VAULT

(STEEL)

CONCRETE

SIDEWALK

SID

ALK

SID

ALK

OXI

MAT

CAT

ORD D

RAW

APPROXIMATE LOCATION

(PER RECORD DRAW

ING)

APPROXIMATE LOCATION

(PER RECORD DRAWING)

APPROXIMATE LOCATION

(PER RECORD DRAWING)

APPROXIMATE LOCATION

(PER RECORD DRAWING)

APPROXIMATE LOCATION

(PER RECORD DRAWING)

O N

APPROXIM

ATE

CATIO

ER R

ECORD D

RAW

APPROXIMATE LOCATION

(PER RECORD DRAWING)

APPROXIM

ATE LO

CATIO

ER R

ECORD D

RAW

APPROXIMATE LOCATION

(PER RECORD DRAWING)

APPROXIMATE LOCATION

(PER RECORD DRAWING)

APPROXIMATE LOCATION

(PER RECORD DRAWING)

6" `W

ATER M

AIN (P

ER RECORD

DRAWINGS AND FACILTY)

6" W

N (P

R D

D R

VAULT ACCESS

(UNKNOWN)

CONCRETE

PAD

VAULT ACCESS

(UNKNOWN)

VAULT ACCESS

(ELECTRIC)

CONCRETE

PAD

GAZEBO ON

CONCRETE PAD

STORM MH

RIM = 1073.96

VAULT ACCESS

(UNKNOWN)

10"

ABANDONED

ABANDONED ABANDONED

ABANDONED

FLAG POLE 25"

ABANDONED

2" POLY SERVICE

(PER 2013 MAPPING)

2013 WATER MAIN

REPLACEMENT:

TAP AND TEE

LOCATION

MARKED AS FIBER.

COULD BE ELECTRIC.

(DRONE LOCATE)

(DRONE LO

CATE)

(DRONE LO

CATE)

(DRONE LOCATE)

CAPPED. HIT 2024

(PER FACILITY)

DRONE LOCATE HAS

A MARK HERE BUT NO

INDICATION FROM

ANY OTHER MAPS

WHERE THIS GOES

CAPPED 3" OR 4" 2022

(PER FACILITY)

FROM FACILITY

MEETING

WATER

MAIN - 2023

PROPOSED WATER

MAIN - 2023

FLOOR DRAIN

(PLUGGED)

FLOOR DRAIN

(PLUGGED)

UNKNOWN 6" DIP THRU LEFT

SIDE OF TUNNEL AND FLOOR

UNKNOWN 3" DIP THRU LEFT

SIDE OF TUNNEL AND FLOOR

(DRONE LO

CATE)

(DRONE LOCATE)

VALVE - PER FACILITY

(DRONE LOCATE)

WATER (PER

FACILITY MAPPING)

(DRONE LOCATE)

(DRONE LO

CATE)

(DRONE LOCATE)

(DRONE LO

CATE

(DRONE LO

CATE)

PER RECORD

DRAWINGS

C302 C306

UTILITY CROSSING

C302

UTILITY CROSSING

TUNNEL CROSSING

UTILITY CROSSING

TUNNEL CROSSING

UTILITY CROSSING

INSTALL FIBER OPTIC LINE

OUTSIDE OF DRIPLINE OF TREE

UTILITY CROSSING

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

HANDHOLE (TYP)

UTILITY CROSSING

HANDHOLE (TYP)

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

UTILITY CROSSING

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

UTILITY CROSSING

FIBER OPTIC CONDUIT -

SEE ELECTRICAL (TYP)

UTILITY CROSSING

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

TUNNEL CROSSING

E- H

R Y.

C O

A B C D E F HG

Pr in te d:

D R

B Y

D B

O R

E D

D B

O O

T N

U M

\P ro je ct s\

De liv er ab le s\

Dr aw in gs

\1 _C ivi l\W

O O

R O

.d wg 4/

A M

00-C302

C R

C O

R U

O N

-0 4-

40 ---

---W R

C C

.4 0)

A D

T O

4T H

S T.

W O

O D

D , I

NORTH

SIDEWALK SIDEWALK

SIDEWALK

ASH AVENUE

PARKING LOT

(CONCRETE)

C O

N C

ETE

C O

N C

ETE

C O

N C

ETE

C O

N C

ETE

BASKETBALL COURTS

(CONCRETE)

CONCRETECONCRETE

RIM = 1058.75

STORM INT

RIM = 1056.40

RIM = 1056.09

STORM INT

RIM = 1055.61

MONUMENT

SIGN

STORM MH

RIM = 1063.51

STORM INT

RIM = 1064.01

RIM = 1062.91

STORM INT

RIM = 1060.54 MH

RIM = 1060.23

CONCRETE

ACCESS VAULT

(STEEL)ACCESS VAULT

(STEEL)

ACCESS VAULT

(STEEL)

CONCRETE

GARBAGE RECEPTACLE

(ON CONCRETE)

GAZEBO

BRICK

PAVING

CONCRETE RETAINING

WALL

STAIRS

PARKING LOT

(CONCRETE)

GRAVEL

SIDEWALK

O R

C H

R O

10"

ABANDONED

10" 10"

10"

48"

ABANDONED

6" VALVE

2013 WATER MAIN REPLACEMENT:

2013- WATER MAIN REPLACEMENT:

BORE & ENCASE 8" WATER MAIN

UNDER TUNNEL (OR THROUGH

THE FOOTINGS IF PRESENT)

2013 WATER MAIN

REPLACEMENT: BORE & ENCASE

6" WATER MAIN UNDER TUNNEL:

6" VALVE

(DRONE LOCATE)

(DRONE LOCATE)(DRONE LOCATE)

(DRONE LOCATE)

(DRONE LO

CATE

(DRONE LOCATE)

PER 2013 MAPPING,

HYDRANT WAS NOT

REMOVED DUE TO

UNKNOWN CROSS

CONNECTIONS

(DRONE LOCATE)

ELECTRICAL

CONDUIT CROSSING

10" DIP UTILITY CROSSING

ACROSS FLOOR

(DRONE LOCATE)

PER 2013 MAP

UNKNOWN 3" PIPE

THRU GROUND

AND WALL

UNKNOWN 8" DIP UTILITY (WATER)

UNKNOWN 10" DIP THRU

LEFT WALL AND FLOOR

4" DIP

6" DIP UTILITY LEFT WALL

THRU FLOOR

(DRONE LOCATE)

(DRONE LOCATE) (DRONE LOCATE)

(DRONE LOCATE)

PER RECORD

DRAWINGS

PER RECORD

DRAWINGS

PER RECORD

DRAWINGS

(DRONE LOCATE)

CONCRETE

PAD

STAIRS

SANITARY MH

1063.47 RIM

1052.68 IE 8" CLAY (N)

1052.77 IE 8" CLAY (SE)

NO VISUAL FLOW

SANITARY MH

1063.64 RIM

1054.69 IE 8" CLAY (S)

1053.73 IE 8" CLAY (NW)

NO VISUAL FLOW

C303 C307

UTILITY CROSSING

UTILITY CROSSING UTILITY CROSSING

UTILITY CROSSING

FIBER OPTIC CONDUIT-

SEE ELECTRICAL (TYP)

HANDHOLE

HANDHOLE (TYP)

UTILITY CROSSING

TUNNEL CROSSING

E- H

R Y.

C O

A B C D E F HG

Pr in te d:

D R

B Y

D B

O R

E D

D B

O O

T N

U M

\P ro je ct s\

De liv er ab le s\

Dr aw in gs

\1 _C ivi l\W

O O

R O

.d wg 4/

A M

00-C303

C R

C O

R U

O N

-0 4-

40 ---

---W R

C C

.4 0)

A D

T O

4T H

S T.

W O

O D

D , I

NORTH

12" 24"

RIM = 1057.40

VAULT ACCESS

(UNKNOWN)

VAULT ACCESS

(UNKNOWN)

CONCRETE

PAD

STAIRWELL

W/ HANDRAIL

BUILDING

GRAVEL

CONCRETE

SIDEWALK

SID

ALK

SID

ALK

SID

ALK

SIDEWALK

ASH AVENUE

CEDAR S

EET

N AVENUE

GRAVEL

PARKING LOT

(CONCRETE)

CONCRETE

C O

N C

ECONCRETE

RIM = 1070.98

RIM = 1060.98

RIM = 1060.82

STORM INT

RIM = 1058.74

RIM = 1058.79

RIM = 1058.58

RIM = 1057.74

STORM INT

RIM = 1056.81

RIM = 1058.08

RIM = 1055.56

RIM = 1060.68

CONCRETE

CHAINLINK

FENCE

CONCRETE

GAZEBO

(ON CONCRETE PAD)

CONCRETE

GENERATOR

STAIRWELL

ACCESS VAULT

(STEEL)

ACCESS VAULT

(STEEL)

ACCESS VAULT

(STEEL)

ACCESS VAULT

(STEEL)

ACCESS VAULT

(STEEL)ACCESS VAULT

(STEEL)

STAIRS

PARKING LOT

(CONCRETE)

SHED / OUTBUILDING

CONCRETE

CONCRETECONCRETE

SHED / OUTBUILDING

CONCRETE

PAD

INTAKE FANS

STAIRWELL

(BELOW GROUND)

LOADING RAMP

SHED / OUTBUILDING

ACCESS VAULT

(STEEL)

GRAVEL

CONCRETE

SIDEWALK

PHONE BOOTH

(FAUX)

HANDRAIL HELICOPTER PAD

RETAINING WALL

(CONCRETE)

CHILLER

BUILDING

DISPATCH

GARAGE

LAUNDRY

SUPPLY

DEPOT

54"

BUILDING

C O

N C

GRAVEL

APPROXIM

ATE

CATIO

ER R

ECORD D

RAW

APPROXIM

ATE LO

CATIO

ER R

ECORD D

RAWIN

APPROXIMATE LOCATION

(PER RECORD DRAWING)

APPROXIMATE LOCATION

(PER RECORD DRAWING)

APPROXIM

ATE LO

CATIO

ER R

ECORD D

RAW

G)APPROXIMATE LOCATION

(PER RECORD DRAWING)

APPROXIMATE LOCATION

(PER RECORD DRAWING)

CONCRETE

APPROXIMATE LOCATION

(PER RECORD DRAWING)

APPROXIMATE LOCATION

(PER RECORD DRAWING)

6" WATER MAIN

APPROXIMATE LOCATION

(PER RECORD DRAWING)

8" WATER MAIN

APPROXIMATE LOCATION

(PER RECORD DRAWING)

8" W

ATER M

AIN

APPROXIM

ATE LOCATIO

(PER RECORD DRAWING)

RIM = 1056.88

RIM = 1057.21

RIM = 1056.84

RIM = 1057.40

STAIRWELL

W/ HANDRAIL

CONCRETE

PAD

VAULT ACCESS

(UNKNOWN)

ABANDONED

24"

ABANDONED

6" 6" 4"

ABANDONED

8" 8"

ABANDONED

4" 4"

6" 6"

ABANDONED

4"4"

ABANDONED

LIFT

STATION

8" VALVE

(PER 2013)

2013 WATER MAIN REPLACEMENT:

DID NOT REMOVE OLD HYDRANT

BECAUSE OLD MAIN IS STILL LIVE DUE

TO UNKNOWN CROSS-CONNECTION(S)

8" VALVE (PER 2013)

CAP

2" POLY SERVICE

(DRONE LOCATE)

PER 2013 MAPPING,

HYDRANT WAS NOT

REMOVED DUE TO

UNKNOWN CROSS

CONNECTIONS PER 2013 MAPPING, HYDRANT

WAS NOT REMOVED DUE TO

UNKNOWN CROSS

CONNECTIONS

POSSIBLE VALVE (PER

FACILITY MEETING)

TEE (2023 - PER

FACILITY)

UNKNOWN UTILITY

CROSSES UTILITY - 4" DIP

UNKNOWN

UTILITY GOING

INTO GROUND

UNKNOWN 3" PIPE

THRU GROUND

AND WALL

(DRONE LOCATE) (DRONE LOCATE)

PER RECORD

DRAWINGS

PER RECORD

DRAWINGS

PER RECORD

(DRONE LOCATE)

PER RECORD

DRAWINGS

(DRONE LOCATE)

(DRONE LO

CATE)

(DRONE LOCATE)

CONCRETE

STAIRS

STAIRWELL

(BELOW GROUND)

SANITARY MH

1064.60 RIM

1051.64 IE 8" CLAY (N)

1051.60 IE 8' CLAY (S)

1061.69 IE 2" DIP (S)

NO VISUAL FLOW

CASTING NOT LEVEL

SANITARY CLEANOUT

1060.39 RIM

1054.28 IE WELL

NO DIRECTION FOUND

SANITARY CLEANOUT

1060.48 RIM

1054.38 IE WELL

NO DIRECTION FOUND

STAIRWELL AND

DOORWAY CENTERED

AT BUILDING IN STAIRWAY

(BELOW GROUND)

STAIRWELL TO

DOORWAY

(ABOVE AND

BELOW GROUND)

STAIRWELL TO

DOORWAY 1.5 FROM

BUILDING CORNER

TO EDGE OF DOOR

(BELOW GROUND)

RAMP AND

DORRWAY

(ABOVE GROUND)

STAIRWELL

(BELOW GROUND) STAIRWELL

(BELOW GROUND)

STAIRWELL TO

DOORWAY 1.5 FROM

BUILDING CORNER TO

EDGE OF DOOR

(BELOW GROUND)

DOORWAY AT GRADE

1.25 SOUTH OF BUILDING

CORNER TO EDGE OF DOOR

C308

C301 C304

C304C304 C308

C301 C304

UTILITY CROSSING

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

UTILITY CROSSING

TUNNEL

CROSSING

UTILITY CROSSING

FIBER OPTIC CONDUIT -

SEE ELECTRICAL (TYP)

UTILITY CROSSING

HANDHOLE (TYP)

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

TUNNEL CROSSING

UTILITY CROSSING

HANDHOLE (TYP)

TUNNEL CROSSING

UTILITY CROSSING

HANDHOLE (TYP)

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

UTILITY CROSSING

E- H

R Y.

C O

A B C D E F HG

Pr in te d:

D R

B Y

D B

O R

E D

D B

O O

T N

U M

\P ro je ct s\

De liv er ab le s\

Dr aw in gs

\1 _C ivi l\W

O O

R O

.d wg 4/

A M

00-C304

C O

R U

O N

-0 4-

40 ---

---W R

C C

.4 0)

A D

T O

4T H

S T.

W O

O D

D , I

NORTH

12"

18"

30"

36"

RIM = 1056.92

STORM MH

RIM = 1059.49

STORM MH

RIM = 1060.86

RIM = 1057.20

CONCRETE PAD

SUPPORT FOOTINGS

(ON CONCRETE)

VAULT ACCESS

(UNKNOWN)

GRA

STORM INT (BEEHIVE)

RIM = 1045.25

WATER

TOWER

WATER

TOWER

CONCRETE

PAD

GRAVEL

GRAV

GRAVEL

GRAV

CHAINLINK FENCE

RIM = 1052.48

RIM = 1058.04

RIM = 1056.79

RIM = 1056.04

RIM = 1052.61

CONCRETE

C O

N C

CONCRETE

CONCRETE PADS

CONCRETE

BOX CULVERTS

IE =

GENERATOR

STAIRWELL

CONCRETE

PAD

CONCRETE

GRAVEL

MORTON

BUILDING

DISTRIBUTION

CENTER

SUPPLY

DEPOT

GRA

WATER

TOWER

WATER

TOWER

APPROXIM

ATE LOCATIO

(PER RECORD DRAWING)

APPROXIM

ATE LO

CATIO

ER R

ECORD D

RAWIN

APPROXIM

ATE LOCATIO

(PER RECORD DRAWING)

APPROXIM

ATE LO

CATIO

ER R

ECORD D

RAWIN

APPROXIM

ATE LOCATIO

(PER RECORD DRAWING)

APPROXIM

ATE LOCATIO

(PER RECORD DRAWING)

OXI

MAT

CAT

ORD D

RAW

O R

D D

APPROXIMATE LOCATION

(PER RECORD DRAWING)

8" W

ATER MAIN

APPROXIMATE LOCATION

(PER RECORD DRAW

ING)

" S

UMP D

RAIN

ER R

ECORD D

RAW

RIM = 1056.92

STORM MH

RIM = 1059.49

STORM MH

RIM = 1060.86

RIM = 1057.20

CONCRETE PAD

SUPPORT FOOTINGS

(ON CONCRETE)

VAULT ACCESS

(UNKNOWN)

STORM INT (BEEHIVE)

RIM = 1045.25

CONCRETE

PAD

10"

ABANDONED

8" VALVE

2013 WATER MAIN

REPLACEMENT:

VALVE WOULD NOT

FULLY CLOSE

2013 WATER MAIN

REPLACEMENT:

CUT & CAPPED OLD

MAIN UNDER TUNNEL

(DRONE LOCATE)

(DRONE LO

CATE

(DRONE LOCATE)

FROM WATER PLANT

(PER 2013 MAPPING)

DOMESTIC WATER PIPE TO

POWER HOUSE THRU FLOOR

(ABANDONED?)

CAPPED

WATER LINE

TUNNEL

CROSSING

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

UTILITY CROSSING

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

UTILITY CROSSING

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

HANDHOLE (TYP)

FIBER OPTIC CONDUIT -

SEE ELECTRICAL (TYP)

E- H

R Y.

C O

A B C D E F HG

Pr in te d:

D R

B Y

D B

O R

E D

D B

O O

T N

U M

\P ro je ct s\

De liv er ab le s\

Dr aw in gs

\1 _C ivi l\W

O O

R O

.d wg 4/

A M

00-C305

C R

C O

R U

O N

-0 4-

40 ---

---W R

C C

.4 0)

A D

T O

4T H

S T.

W O

O D

D , I

NORTH

SID

ALK

SID

ALK

SID

ALK

SIDEWALK

SID

ALK

SIDEWALK

SIDEW

ALK

ASH AVENUE

CEDAR S

EET

MAGNOLIA DRIVE

CONCRETE

SIDEWALK CONCRETE

CHAINLINK

FENCE

CHAINLINK

FENCE

RIM = 1070.98

RIM = 1071.05

RIM = 1071.36

STORM INT

RIM = 1064.04

STORM MH

RIM = 1065.82

STORM MH

RIM = 1065.67

CHAINLINK

FENCE

STAIRWELL

(BELOW GROUND)

STAIRWELL

(ABOVEGROUND)

HANDRAIL

CHAINLINK

FENCE

GAS METER

CONCRETE

STAIRWELL

(BELOW GROUND)

STAIRWELL

(ABOVEGROUND)

12" RCP ?? (TOP)

IE =

PLAYGROUND

SHED / OUTBUILDING

ACCESS VAULT

(STEEL)

ACCESS VAULT

(STEEL)

CONCRETE

PAD

LP TANK

STAIRWELL

(BELOW GROUND)

SID

ALK

SID

ALK

SIDEWALK

WESTWOOD

LARCHES

MEYERS

FRANKLIN STREET

ABANDONED

15"

48"

10"

ABANDONED

2014 NATURAL

GAS PIPING:

25' BORE

2014 NATURAL

GAS PIPING:

93' BORE

2014 NATURAL

GAS PIPING:

PLACED VENT ON

SLEEVE

2014 NATURAL

GAS PIPING:

30' BORE (SLEEVE)

2014 NATURAL

GAS PIPING:

90' BORE

2014 NATURAL GAS

PIPING:

6" ON SHEET C-105

2014 NATURAL GAS

PIPING:

STEEL CASING WITH

VENT. CASING: 2"

LARGER IN DIAMETER

THAN PIPE.

2014 NATURAL GAS

PIPING: STEEL CASING

WITH VENT. CASING: 2"

LARGER IN DIAMETER

THAN PIPE.

2014 NATURAL GAS

PIPING:

65' BORE (SLEEVE)

2014 NATURAL

GAS PIPING:

580' BORE

(DRONE LOCATE)

(DRONE LO

CATE)

(DRONE LO

CATE)

(DRONE LOCATE)

(DRONE LO

CATE

(DRONE LOCATE)

(DRONE LO

CATE)

(DRONE LOCATE)

PER 2013 MAP

6" WATER MAIN UNDER

TUNNEL - OR THROUGH

FOOTING (PER 2013 MAP)

PROPOSED WATER

MAIN - 2023

(PER 2013 MAP)

FLOOR DRAIN

(PLUGGED)

FLOOR DRAIN

(PLUGGED)

FLOOR DRAIN

(PLUGGED)

(DRONE LOCATE)

(DRONE LO

CATE)

(DRONE LO

CATE)

(DRONE LO

CATE)

(DRONE LOCATE)

C302 C306

UTILITY

CROSSING

UTILITY CROSSING

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

UTILITY

CROSSING

UTILITY

CROSSING

UTILITY CROSSING

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

HANDHOLE

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

HANDHOLE (TYP)

FIBER OPTIC CONDUIT -

SEE ELECTRICAL (TYP)

UTILITY CROSSING

TUNNEL CROSSING

E- H

R Y.

C O

A B C D E F HG

Pr in te d:

D R

B Y

D B

O R

E D

D B

O O

T N

U M

\P ro je ct s\

De liv er ab le s\

Dr aw in gs

\1 _C ivi l\W

O O

R O

.d wg 4/

A M

00-C306

C R

C O

R U

O N

-0 4-

40 ---

---W R

C C

.4 0)

A D

T O

4T H

S T.

W O

O D

D , I

NORTH

SID

ALK

SIDEW

ALK

SIDEWALK

CEDAR STREET

STORM INT

RIM = 1062.53

STORM MH

RIM = 1058.21 STORM MH

RIM = 1058.15

STORM INT

RIM = 1057.69

RIM = 1058.75

STORM MH

RIM = 1057.18

ACCESS VAULT

(STEEL)

GRAVEL

SIDEWALK

EMPLOYEES

HOME

E STR

EET

FRANKLIN STREET

PINE STREET

RELOCATED

4" 6"

10"

18" 6"

10"

48"

12"

48"

15"

ABANDONED

24"

RELOCATED

SHUT OFF

ABANDONED

2013 WATER MAIN REPLACEMENT:

BORE & ENCASE 6" WATER MAIN

UNDER TUNNEL: OLD MAIN CAPPED

2013 WATER MAIN

REPLACEMENT: BORE & ENCASE

6" WATER MAIN UNDER TUNNEL:

CAP OLD MAINS

CAPPED. OLD MAIN

WAS STILL LIVE.

(PER 2013 MAP)

2013 WATER MAIN REPLACEMENT:

BECAUSE THE EXISTING WATER MAIN WAS TIGHT UP AGAINST

THE TUNNEL FLOOR, 6" BRANCH WAS BORED UNDER THE

TUNNEL: ROAD: TIED INTO THE EXISTING MAIN SOUTH OF THE

ROAD. OLD BRANCH WAS CAPPED. BRACH WAS STILL LIVE.

SHUT OFF

(DRONE LOCATE)

(DRONE LO

CATE)

(DRONE LOCATE)

(DRONE LO

CATE)

(DRONE LOCATE)

(DRONE LO

CATE

(DRONE LOCATE)

ELECTRICAL

CONDUIT CROSSING

VALVE WITH

UNKNOWN UTILITY

PER 2013 MAP

UNKNOWN UTILITY

CROSSING FROM

GROUND THRU WALL

AND WALL

UNKNOWN UTILITY

THRU LEFT SIDE

(2) 2" POLY SERVICES

(2013 PER MAPPING)

(DRONE LOCATE)

C303 C307

C307 C309

C303 C307

UTILITY CROSSING

HANDHOLE

(TYP)

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

UTILITY

CROSSING

UTILITY CROSSING

HANDHOLE

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

HANDHOLE

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

UTILITY CROSSING

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

HANDHOLE

UTILITY CROSSING

HANDHOLE (TYP)

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

UTILITY CROSSING

HANDHOLE (TYP)

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

UTILITY CROSSING

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

HANDHOLE (TYP)

UTILITY CROSSING

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

HANDHOLE (TYP)

UTILITY CROSSING

HANDHOLE (TYP)

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

HANDHOLE (TYP)

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

HANDHOLE (TYP)

FIBER OPTIC CONDUIT -

SEE ELECTRICAL (TYP)

HANDHOLE (TYP)

UTILITY CROSSING

E- H

R Y.

C O

A B C D E F HG

Pr in te d:

D R

B Y

D B

O R

E D

D B

O O

T N

U M

\P ro je ct s\

De liv er ab le s\

Dr aw in gs

\1 _C ivi l\W

O O

R O

.d wg 4/

A M

00-C307

C R

C O

R U

O N

-0 4-

40 ---

---W R

C C

.4 0)

A D

T O

4T H

S T.

W O

O D

D , I

NORTH

SIDEWALK

CEDAR STREET

N A

U E

RIM = 1056.02

STORM MH

RIM = 1056.31

STORM MH

RIM = 1056.49

STORM INT

RIM = 1056.23

RIM = 1059.15

CONCRETE

ACCESS VAULT

(STEEL)ACCESS VAULT

(STEEL)

ACCESS VAULT

(STEEL)

SIDEWALK

PHONE BOOTH

(FAUX)

C H

Y LAN

10"

ABANDONED

15"

RELOCATED

SHUT OFF - COTTAGE ISOLATION

(1 OF 2) PER FACILITY MEETING

ABANDONED

8" VALVE

(PER 2013)8" VALVE (PER 2013)

2013 WATER MAIN REPLACEMENT:

DID NOT REMOVE BECAUSE OLD MAIN

IS STILL LIVE DUE TO UNKNOWN

CROSS-SECTIONS

2013 WATER MAIN REPLACEMENT:

BECAUSE THE WATER MAIN (EXISTING) WAS TIGHT UP AGAINST

THE TUNNEL FLOOR, 6" BRANCH WAS BORED UNDER TUNNEL:

ROAD: TIED INTO THE EXISTING MAIN SOUTH OF THE ROAD. OLD

BRANCH WAS CAPPED. BRANCH WAS STILL LIVE.

(DRONE LOCATE)

(DRONE LO

CATE)

(DRONE LOCATE)

(DRONE LO

CATE

(DRONE LOCATE)

UNKNOWN UTILITY CROSSING

THRU FLOOR/RIGHT WALL

ELECTRICAL CONDUIT

THRU TUNNEL

UNKNOWN UTILITY

CROSSING FROM

GROUND THRU WALL

AND WALL

C304 C308

UTILITY CROSSING (TYP)

UTILITY CROSSING

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

UTILITY CROSSING

UTILITY CROSSING (TYP)

UTILITY CROSSING

HANDHOLE (TYP)

UTILITY CROSSING

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

UTILITY CROSSING

HANDHOLE (TYP)

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION UTILITY CROSSING

UTILITY CROSSING

HANDHOLE (TYP)

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATIONUTILITY CROSSING

UTILITY CROSSING

HANDHOLE (TYP)

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

UTILITY CROSSING

FIBER OPTIC CONDUIT -

SEE ELECTRICAL (TYP)

UTILITY CROSSING

HANDHOLE (TYP)

TUNNEL CROSSING

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

UTILITY CROSSING

E- H

R Y.

C O

A B C D E F HG

Pr in te d:

D R

B Y

D B

O R

E D

D B

O O

T N

U M

\P ro je ct s\

De liv er ab le s\

Dr aw in gs

\1 _C ivi l\W

O O

R O

.d wg 4/

A M

00-C308

C R

C O

R U

O N

-0 4-

40 ---

---W R

C C

.4 0)

A D

T O

4T H

S T.

W O

O D

D , I

NORTH

FRANKLIN STREET

(DRONE LOCATE)

(DRONE LOCATE) (DRONE LOCATE)

(DRONE LOCATE)

C307 C309

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

UTILITY CROSSING

UTILITY

CROSSING UTILITY

CROSSING

UTILITY CROSSING

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

UTILITY CROSSING

UTILITY

CROSSING

HANDHOLE (TYP)

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

HANDHOLE

(TYP)

UTILITY CROSSING

HANDHOLE (TYP)

FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR EXACT LOCATION

UTILITY CROSSING

UTILITY

CROSSING

HANDHOLE (TYP)FIBER OPTIC CONNECTION TO

BUILDING - SEE ELECTRICAL

PLANS FOR…

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File details come from the government source that posted it. Updated Dec 1, 2025.