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PROJECT NUMBER:

Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010

(515) 239-1299

PROJECT:

Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010

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Iowa | Illinois | Indiana | Nebraska

4125 Westown Pkwy, Suite 100 | West Des Moines, IA 50266

515.223.8104 | www.shive-hattery.com

SHIVE-HATTERY PROJECT NO:

BG-1D21-(000)-80-82

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IA

01/23/2025

G000

GREENE 01

JEFFERESON MAINTENANCE FACILITY

2240013090

610 NORTH PINE ST

JEFFERSON, IA 50129 2240013090

Sheet List

Sheet Number Sheet Name

GENERAL

G000 CIVIL, STRUCTURAL, PLUMBING, FIRE

PROTECTION, AND MECHANICAL COVER SHEET

CIVIL

C001 CONSTRUCTION NOTES

C002 EXISTING CONDITIONS

C101 SITE PLAN

C201 GRADING PLAN

C301 UTILITY PLAN

C501 CONSTRUCTION DETAILS

C502 CONSTRUCTION DETAILS

CD01 DEMOLITION PLAN

STRUCTURAL

S000 STRUCTURAL GENERAL INFORMATION

S001 STRUCTURAL GENERAL INFORMATION & SPECIAL

INSPECTIONS

S002 LOADING DIAGRAMS & LINTELS

S100 FOUNDATION PLAN

S110 MEZZANINE/LOW ROOF FRAMING PLAN

S111 GARAGE ROOF FRAMING PLANS

S200 FRAMING ELEVATIONS

S300 SECTIONS

S500 FOUNDATION DETAILS

S501 FOUNDATION DETAILS

S510 FRAMING DETAILS

S511 FRAMING DETAILS

PLUMBING

P100 UNDER SLAB PLUMBING PLAN

P101 FIRST FLOOR PLUMBING PLANS

P400 PLUMBING ENLARGED PLANS

P500 PLUMBING DETAILS

P600 PLUMBING SCHEDULES

FIRE PROTECTION

FP101 FIRST FLOOR FIRE PROTECTION PLAN

MECHANICAL

M000 MECHANICAL GENERAL INFORMATION

M101 MECHANICAL FLOOR PLAN

M102 MECHANICAL ROOF PLAN

M400 ENLARGED MECHANICAL PLANS

M500 MECHANICAL DETAILS

M501 MECHANICAL CONTROLS

M600 MECHANICAL SCHEDULES

M700 MECHANICAL 3D VIEWS

ELECTRICAL

E000 ELECTRICAL GENERAL INFORMATION

E101 FIRST FLOOR LIGHTING PLAN

E201 FIRST FLOOR POWER PLAN

E202 ROOF LEVEL - POWER

E300 FIRST FLOOR SYSTEMS PLAN

E500 ELECTRICAL DETAILS

E600 ELECTRICAL SCHEDULES

ES100 ELECTRCIAL SITE PLAN

PAGES, SHEETS OR DIVISIONS COVERED BY THIS SEAL:

PRINTED OR TYPED NAME

SIGNATURE

MY LICENSE RENEWAL DATE IS DECEMBER 31,

DATE

LICENSE NUMBER

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.

Kelsey A. Scallon

Odd

C-SHEETS

P25081

CIVIL ENGINEER

PAGES, SHEETS OR DIVISIONS COVERED BY THIS SEAL:

PRINTED OR TYPED NAME

SIGNATURE

MY LICENSE RENEWAL DATE IS DECEMBER 31,

DATE

LICENSE NUMBER

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.

Kevin J. Bruxvoort

Odd

E-SHEETS

19927

ELECTRICAL ENGINEER

PAGES, SHEETS OR DIVISIONS COVERED BY THIS SEAL:

PRINTED OR TYPED NAME

SIGNATURE

MY LICENSE RENEWAL DATE IS DECEMBER 31,

DATE

LICENSE NUMBER

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.

John D. Baumhover

Even

25737

MECHANICAL ENGINEER

PAGES, SHEETS OR DIVISIONS COVERED BY THIS SEAL:

PRINTED OR TYPED NAME

SIGNATURE

MY LICENSE RENEWAL DATE IS DECEMBER 31,

DATE

LICENSE NUMBER

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.

Christopher R. Marvin

Odd

S-SHEETS

P27417

STRUCTURAL ENGINEER

N O

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PROJECT LOCATION

M700 MECHANICAL 3D VIEWS

ELECTRICAL

E000 ELECTRICAL GENERAL INFORMATION

E101 FIRST FLOOR LIGHTING PLAN

E201 FIRST FLOOR POWER PLAN

E202 ROOF LEVEL - POWER

E300 FIRST FLOOR SYSTEMS PLAN

E500 ELECTRICAL DETAILS

E600 ELECTRICAL SCHEDULES

ES100 ELECTRCIAL SITE PLAN

M400 ENLARGED MECHANICAL PLANS

M500 MECHANICAL DETAILS

M501 MECHANICAL CONTROLS

M600 MECHANICAL SCHEDULESM700 MECHANICAL 3D VIEWS

ELECTRICAL

E000 ELECTRICAL GENERAL INFORMATION

E101 FIRST FLOOR LIGHTING PLAN

E201 FIRST FLOOR POWER PLAN

E202 ROOF LEVEL - POWER

E300 FIRST FLOOR SYSTEMS PLAN

E500 ELECTRICAL DETAILS

E600 ELECTRICAL SCHEDULES

ES100 ELECTRCIAL SITE PLAN

Kyle Lawson

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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 CONTRACTOR IS RESPONSIBLE FOR ALL PUBLIC AND PRIVATE UTILITY LOCATES.

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. IOWA ONE-CALL WILL ONLY

LOCATE PUBLIC UTILITIES. COORDINATE WITH IOWA DOT FOR PRIVATE LOCATES.

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

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. SIDEWALKS, PARKING LOTS, 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 OWNER.

15. REPLACE ANY PROPERTY MONUMENTS REMOVED OR DESTROYED BY CONSTRUCTION. MONUMENTS SHALL BE SET BY A LAND

SURVEYOR REGISTERED TO PRACTICE IN THE STATE OF IOWA.

16. 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.

17. 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 SHIVE-HATTERY, INC AND IOWA DOT ARCHITECTURAL SERVICES. AT THE CONTRACTOR'S EXPENSE. WORK DONE CONTRARY TO THE INSTRUCTIONS OF SHIVE-HATTERY, INC., WORK DONE BEYOND THE LINES SHOWN ON THE PLANS OR ANY EXTRA WORK DONE WITHOUT WRITTEN AUTHORIZATION WILL NOT BE PAID FOR.

18. ALL DIMENSIONS TO BACK-OF-CURB UNLESS NOTED OTHERWISE.

19. CONTOURS AND SPOT ELEVATIONS SHOWN ARE TO FINISHED GRADE.

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

21. NO PONDING OF WATER WILL BE ACCEPTED ON ANY NEW PAVEMENT OR OVERLAY AREAS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY ANY AREAS OF EXISTING OR PROPOSED PAVEMENTS THAT HAVE THE POTENTIAL TO POND WATER AND MAKE ANY ADJUSTMENTS NECESSARY TO ENSURE THAT WATER WILL POSITIVELY DRAIN ACROSS THE PAVING AND AWAY FROM THE

BUILDING.

22. SEE IOWA DOT ARCHITECTURAL PLANS FOR THIS PROJECT FOR STAGING LOCATIONS. CONSTRUCTION EQUIPMENT AND MATERIALS

SHALL BE COORDINATED WITH AND APPROVED BY THE OWNER.

23. 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.

24. ALL AREAS DISTURBED BY CONSTRUCTION NOT DESIGNATED AS PLANTED SHALL BE SEEDED OR SODDED, SEE IOWA DOT PLANS

FOR LANDSCAPE AREAS. 6" OF TOPSOIL SHALL BE PROVIDED PER SPECIFICATIONS.

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

26. CONTRACTOR TO COORDINATE ANY SITE, UTILITY OR GRADE ADJUSTMENTS WITH THE DESIGN ENGINEER PRIOR TO PROCEEDING

WITH THE WORK.

27. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF WORK OF ALL SUBCONTRACTOR(S) INVOLVED ON THE

PROJECT.

28. SIGNING, STRIPING OR OTHER TRAFFIC CONTROL DEVICES ON THE DRIVEWAY APPROACHES TO PUBLIC STREETS SHOULD CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD, FEDERAL HIGHWAY ADMINISTRATION, 2009 EDITION).

29. CONTRACTOR SHALL REVIEW AND FOLLOW THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT FOR THE PROJECT.

CONSTRUCTION STAGING NOTES

1. CONTRACTOR SHALL COORDINATE ALL STAGING AREAS WITH OWNER.

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. ALL DISTURBED AREAS SHALL BE SCARIFIED, TILLED AND SEEDED. 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 PARKING AND DRIVES DURING CONSTRUCTION. AS INDICATED. 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 III BARRICADES AT EACH END OF CLOSED

ROADS AND DRIVES.

3. CONTRACTOR TO INSTALL AND MAINTAIN ORANGE CONSTRUCTION FENCE AROUND ALL AREAS OF ACTIVE CONSTRUCTION.

CONTRACTOR SHALL ASSUME PEDESTRIAN TRAFFIC WILL BE IN THE AREA THROUGHOUT THE PROJECT DURATION.

4. OWNER TO INSTALL TEMPORARY GRANULAR SURFACING AND CHAIN LINK FENCE AND GATES AROUND PROPOSED CONSTRUCTION STAGING AREAS. CONTRACTORS TO COORDINATE WITH OWNER ON PORTIONS OF STAGING AREA THAT ARE REQUIRED FOR THEIR

SCOPE OF WORK AND COORDINATE WITH ALL OTHER CONTRACTORS AND TRADES ON SITE.

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

6. CONTRACTOR TO COORDINATE CONSTRUCTION ACCESS, STAGING AND PARKING AREAS WITH OWNER AND MINIMIZE IMPACTS TO

FACILITY'S OPERATIONS.

DEMOLITION NOTES

1. REMOVAL REQUIREMENTS SHOWN ON THE PLANS SHOULD BE CONSIDERED MINIMUM REMOVAL AND REPLACEMENT REQUIREMENTS.

CONTRACTORS SHALL ADJUST REMOVAL LIMITS AND DIMENSIONS AS REQUIRED BY CONSTRUCTION MEANS AND METHODS AND ACTUAL SITE CONDITIONS. CONTRACTORS SHOULD FACTOR ADDITIONAL ANTICIPATED REMOVAL AND REPLACEMENT REQUIREMENTS INTO THEIR BIDS AS ADDITIONAL COMPENSATION REQUESTS FOR ADJUSTED OR EXPANDED REMOVAL LIMITS WILL

NOT BE APPROVED.

2. 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.

3. ALL LANDSCAPING, INCLUDING TREES, SHRUBS AND PERENNIALS NOT CALLED OUT TO BE REMOVED OR APPROVED FOR REMOVAL BY OWNER, 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.

4. 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 AND 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 PHOTOGRAPH) 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 CONSTRUCTION TRAFFIC (EXTENDS BEYOND CONSTRUCTION LIMITS), THE CONTRACTOR SHALL REPLACE THE DAMAGED AREA AT NO ADDITIONAL COST TO OWNER.

5. FIRE PROTECTION ACCESS AND FIRE HYDRANTS SHALL BE MAINTAINED THROUGHOUT THE PROJECT. ALL EXISTING FIRE HYDRANTS WHICH ARE NOT CALLED OUT TO BE REMOVED SHALL BE PROTECTED AND MAINTAINED. AT THE REQUEST OF THE CONTRACTOR, SELECT EXISTING FIRE HYDRANTS MAY BE ALLOWED TO BE REMOVED TO BETTER ACCOMMODATE THE PROPOSED SITE IMPROVEMENTS. REQUESTS TO REMOVE EXISTING FIRE HYDRANT ASSEMBLIES SHOULD BE SUBMITTED AND APPROVED BY THE

ENGINEER AND LOCAL JURISDICTION.

6. TREES AND VEGETATION INDICATED TO BE REMOVED SHALL BE REMOVED IN THEIR ENTIRETY, INCLUDING ALL STUMPS AND ROOT STRUCTURES THAT ARE 2” DIAMETER AND LARGER. BACKFILL ALL EXCAVATIONS AND DEPRESSIONS WITH COMPACTED SUITABLE

TOPSOIL MATERIAL.

7. THE CONTRACTOR SHALL COORDINATE ANY DISRUPTION OF EXISTING UTILITIES SERVING THE FACILITY WITH THE OWNER.

EXCAVATION NOTES

1. EXCAVATE TRENCH AND PROVIDE PIPE BEDDING AND BACKFILL MATERIAL PER IOWA SUDAS SPECIFICATIONS OR AS SHOWN ON THE

DRAWINGS.

2. STRIP, STOCKPILE AND RESPREAD A MINIMUM OF 6” OF TOPSOIL IN ALL SEEDDING OR SODDING AREAS DISTURBED BY CONSTRUCTION. DISTURBED AREAS SHALL BE LEFT IN SMOOTH CONDITION READY FOR FINAL SEEDBED PREPARATION BY SITE RESTORATION CONTRACTOR. GRADE ALL DISTURBED ARES 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 AND IS RESPONSIBLE FOR RESEEDING OF ALL SETTLEMENT AREAS AFTER

SITE RESTORATION HAS BEEN COMPLETED.

4. OWNER WILL PROVIDE AN EXCESS SOIL AND UTILITY SPOILS DISPOSAL SITE ON SITE. CONTRACTOR 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 ON SITE. ALL DEBRIS AND LARGER ROCK OR CONCRETE WASTE SHALL BE DISPOSED OF OFF SITE. POTHOLE MUD DISPOSAL WILL NOT BE PERMITTED ON SITE AND SHOULD BE DISPOSED OF OFF SITE. ALL EXCESS SOILS SHALL HAULED AWAY BY THE END OF THE

PROJECT.

GRADING AND EROSION CONTROL NOTES

1. BEST MANAGEMENT PRACTICES (BMPs) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER.

2. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY

TREATED OR DISPOSED.

3. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND

CLEAN UP FUEL OR CHEMICAL SPILLS AND LEAKS.

4. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST

SUPPRESSION OPERATIONS IS PROHIBITED.

5. RUBBISH, TRASH, GARBAGE, LITTER OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER DISCHARGE INTO DRAINAGE

DITCHES OR WATERS OF THE STATE.

6. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE SEEDED OR SODDED.

THESE AREAS SHALL BE SEEDED OR SODDED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN

THESE AREAS.

7. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE

REMOVED IMMEDIATELY.

8. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT THAT MAY HAVE COLLECTED IN THE

STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE.

9. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, WATTLES, INLET

PROTECTION, ETC.) TO PREVENT EROSION.

11. ALL STORM SEWER INTAKES THAT RECEIVE STORMWATER RUNOFF FROM DISTURBED AREAS SHALL BE PROVIDED WITH INLET

PROTECTION.

12. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION, PERIODIC CHECKING AND REINSTALLATION OF EROSION AND

SEDIMENTATION CONTROL MEASURES.

13. OWNER SHALL ASSUME RESPONSIBILITY FOR ALL EROSION CONTROL UNTIL DELEGATED TO CONTRACTOR ONCE THE PROJECT

CONSTRUCTION STARTS.

14. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE IOWA DNR, US EPA AND LOCAL REGULATIONS DEALING WITH STORMWATER

RUNOFF AND EROSION CONTROL.

15. THE DISTURBED CONSTRUCTION AREA IS LESS THAN 1 ACRE, SO AN NPDES GENERAL PERMIT NO. 2 AND STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ARE NOT REQUIRED. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND MAINTAINING

EROSION CONTROL THROUGHOUT CONSTRUCTION.

UTILITY NOTES

1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE EXACT LOCATIONS AND DEPTHS OF ALL EXISTING PUBLIC AND PRIVATE

UTILITIES AND WHETHER ADDITIONAL UTILITIES EXIST.

2. ALL HDPE PIPE SHALL BE DUAL-WALLED UNLESS OTHERWISE SPECIFIED AS PERFORATED.

3. ALL CLEANOUTS AND WATER VALVES IN LAWN OR LANDSCAPE BEDS SHALL HAVE CONCRETE COLLARS.

4. ALL EXISTING PUBLIC AND PRIVATE UTILITY STRUCTURES SHALL BE ADJUSTED TO FINAL FINISH GRADES.

5. ALL HDPE BENDS AND CONNECTIONS SHALL BE MANUFACTURED CONNECTIONS.

6. CONTRACTOR TO MODIFY EXISTING INVERTS TO ACCOMMODATE NEW PIPE CONNECTIONS.

7. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS, SPECIFICATIONS, PERMITS

AND FEES.

8. ALL EXISTING AND PROPOSED UTILITY CROSSINGS/CONFLICTS SHALL MEET OR EXCEED IOWA SUDAS HORIZONTAL AND VERTICAL

SEPARATION REQUIREMENTS.

9. ALL UNDERGROUND LINES SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING.

10. WATER TO BE INSTALLED WITH A MINIMUM COVER OF 5.0 FEET DEEP OR LOWER TO ACCOMMODATE UTILITY CROSSINGS.

11. SANITARY PIPE LENGTHS SHOWN ARE CENTERLINE TO CENTERLINE OF STRUCTURES.

12. STORM PIPE LENGTHS SHOWN ARE INSIDE EDGE TO INSIDE EDGE OF STRUCTURES.

13. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH IOWA SUDAS STANDARD SPECIFICATIONS AND IOWA DOT SPECIFICATIONS, STANDARD ROAD PLANS AND ROAD DESIGN DETAILS, UNLESS OTHERWISE NOTED ON THE DRAWINGS.

14. ALL OPEN EXCAVATIONS SHALL BE PROTECTED WITH SAFETY FENCE, BARRIERS OR BARRICADES IN ACCORDANCE WITH OSHA.

15. CONTRACTOR TO IMPLEMENT TEMPORARY SHORING OR SUPPORT AT ALL UTILITY CROSSINGS AS REQUIRED BY CONTRACTOR'S MEANS AND METHODS. ALL DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER.

PAVEMENT GENERAL NOTES

1. ALL PROPOSED PAVEMENT PATCHES ARE APPROXIMATE ONLY AND SHOULD BE CONSIDERED MINIMUM REMOVAL EXTENTS. EXTEND

AND ADJUST PAVEMENT PATCHES AS REQUIRED WITH PRIOR APPROVAL BY ENGINEER.

2. ALL SLOPES IN PAVEMENT SHALL BE UNIFORM TO AVOID PONDING. ANY PONDING ON PAVEMENT PATCHES OR ADJACENT 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 PER IOWA DOT STANDARD SPECIFICATIONS ON SUBGRADE AND SUBBASE.

N

0°

'2 4"

E

.6

4' 8" C

LA

Y

GRAVEL

COMMUNICATION

TOWER

GENERATOR TRANSFORMER

SALT

HOOP

STORAGE

BUILDING

MAINTENANCE

GARAGE

STORAGE

BUILDING

BRINE

BUILDING

BRINE

PCC

CONTAINMENT

HMAHMA

HMA

PAVING

H M

A

PA

VI

N

G

PCC

PCC

PCC

PC

C

HMA

ST

O

R M

S

EW

ER

(P

ER

M

AP

PI

N G

SI

ZE

U

N

KN

O W

N

STORM SEWER (PER MAPPING)

SIZE UNKNOWN

STORM SEWER (PER MAPPING)

SIZE UNKNOWN

STORM SEWER (PER MAPPING)

SIZE UNKNOWN

ST

O

R M

S

EW

ER

(P

ER

M

AP

PI

N G

SI

ZE

U

N

KN

O W

N

STORM SEWER (PER MAPPING)SIZE UNKNOWN

5" PLASTIC DRAIN TILE

(INACCESSIBLE, PER MAPPING)

5" PLASTIC DRAIN TILE

(INACCESSIBLE, PER MAPPING)

5" PLASTIC DRAIN TILE

(INACCESSIBLE, PER MAPPING)

5" PLASTIC DRAIN TILE

(INACCESSIBLE, PER MAPPING)

5" PLASTIC DRAIN TILE

(INACCESSIBLE, PER MAPPING)

5" PLASTIC DRAIN TILE

(INACCESSIBLE, PER MAPPING)

8" PLASTIC DRAIN TILE

(INACCESSIBLE, PER MAPPING)

5" PLASTIC DRAIN

TILE (INACCESSIBLE,

PER MAPPING)

" P

LA

ST

IC

D

R

AI

N T

IL

E

(IN

AC

C

ES

SI

BL

E, P

ER

M

AP

PI

N G

" C O

N C

R

ET

E D

R

AI

N T

IL

E

(IN

AC

C

ES

SI

BL

E, P

ER

M

AP

PI

N G

5" PLASTIC DRAIN

TILE (INACCESSIBLE,

PER MAPPING)

D R

AI

N

T

IL

E (P

ER

M

AP

PI

N G

SI

ZE

U

N

KO

W N

D R

AI

N

T

IL

E (P

ER

M

AP

PI

N G

SI

ZE

U

N

KN

O W

N

WATER SERVICE TO SHOP

(SIZE UNKNOWN)

WATER SERVICE TO SALT

BRINE FEED BUILDING

(SIZE UNKNOWN)

2" COPPER WATER

SERVICE TO SHOP

(ASSUMED ROUTE)

2" PVC WATER SERVICE

TO SALT BRINE FEED

BUILDING AND WASH BAYS

(ASSUMED ROUTE)

" W

AT

ER

(P

ER

M

AP

PI

N

G

6" WATER (PER MAPPING)

4" W

AT

ER

(P

ER

M

AP

PI

N

G

) WATER MAIN (PER MAPPING)

SIZE UNKOWN

SANITARY SEWER (PER MAPPING)

SIZE UNKNOWN

STORM SEWER (PER MAPPING)

SIZE UNKNOWN

STORM SEWER (PER MAPPING)

SIZE UNKNOWN

DRAIN TILE (PER MAPPING)

SIZE UNKNOWN

5" PLASTIC DRAIN TILE

(INACCESSIBILE PER MAPPING)

5" PLASTIC DRAIN TILE

(INACCESSIBLE, PER MAPPING)

SANITARY MANHOLE

RIM:1058.62'

IE N/S 1047.92'

SANITARY MANHOLE

RIM: 1052.59'

IE N=1046.34'

IE S=1046.32'

SANITARY MANHOLE

MANHOLE WAS FULL OF STEAM WHEN ACCESSED

NO DIRECTION OR SIZE COULD BE ESTABLISHED

LOWEST POINT OF STRUCTURE=1036.36

STORM MANHOLE

RIM=1055.30'

IE S=1040.20' 18" RCP

IE E/W=1038.40'

STORM MANHOLE

RIM=1055.15'

IE NW=1046.10' 15" RCP

IE SW=1042.14' 15" RCP

IS E/W=1033.63'

INACCESSIBLE MANHOLE

GREASE TRAP MANHOLES

RIM=1058.18(W)

RIM=1058.12(E)

BOTTOM WELL=1049.75 (E/W)

GREASE TRAP MANHOLES

RIM IE=1056.16

BOTTOM WELL=1045.81

N P

IN

ET

S T

W CLARK ST

G

AS

M

AI

N (P

ER

M

AP

PI

N G

SI

ZE

U

N

KN

O W

N

HMA

INACCESSIBLE CURB INTAKE

GENERAL ELEVATION TO BOTTOM

TAKEN FROM CURB OPENING

IE=1046.96

TILE INLET IN SWALE

TOP COVER=1054.12'

IE=1049.42'

CURB INTAKE

T/C=1052.86'

IE NE=1050.06'

IE SW=1049.96'INACCESSIBLE

CURB INTAKE

TILE INLET

TOP COVER=1053.51'

IE=1048.31'

TILE INLET

TOP COVER=1053.50'

IE=1048.60'

AREA INTAKE

RIM=1051.72'

IE=1051.60'

AREA INTAKE

RIM=1056.94'

IE=1056.68'

ACCESS GATE

1054 1053 1052 1053

1054 1055

1055 1055

1054 10

PR

EL

IM

IN

AR

Y

- N O

T

FO

R C

O N

ST

R

U C

TI

O

N

A

B C D E F

A B C D E F

W

ES

TO

W

N P

AR

KW

AY

, S

U

IT

E

W

ES

T

D

ES

M O

IN

ES

, I A

5.

3.

S H

IV

E-

H

AT

TE

R

Y.

C

O M

D R

AW

N

B Y

AP

PR

O

VE

D B

Y

IS

SU

ED

F

O R

IS

SU

E D

AT

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EL

D B

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K:

PR

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BE

R

Pr in te d: C002

EX

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TI

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O N

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S

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L

R

EV

IE

W

S

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/2

3/

90 ---

JE

FF

ER

SO

N M

AI

N

TE

N

AN

C

E G

AR

AG

E

IO

W

A D

EP

AR

TM

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T O

F

TR

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SP

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0\

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Dr aw in gs

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TI

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C O

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1/

/2

2:

:5

PM

NORTH

CONTROL POINT/BENCHMARK

LIGHT POLE

UTILITY POLE

FIRE HYDRANT

UTILITY END CAP

VALVE

CLEANOUT

DRAINAGE MANHOLE

SANITARY MANHOLE

VAULT BOX

CURB INTAKE

GAS MAIN

SANITARY SEWER

MINOR CONTOUR

HANDICAPPED PARKING

STORM SEWER

FIBER OPTIC LINE

WATER MAIN

SHRUB

CONIFEROUS TREE

DECIDUOUS TREE

TREE REMOVAL

CURB AND GUTTER (PCC)

MAJOR CONTOUR

SILT FENCE OR FILTER SOCK

PAVEMENT MARKING

CONSTRUCTION LIMITS

TREE LINE

STORM INTAKE

BOLLARD

SINGLE POLE SIGN

PROPOSEDDESCRIPTIONEXISTING

SUBDRAIN

FLAGPOLE

FLARED END SECTION

TRANSFORMER

UTILITY DEMO

LOT LINE

EASEMENT

PROPERTY LINE

ELECTRICAL LINE - UNDERGROUND

TELECOM LINE

CABLE LINE - UNDERGROUND

MONITORING WELL

FLOW ARROW

POST INDICATOR VALVE

MANHOLE

ELECTRICAL MANHOLE

TELEPHONE MANHOLE

JUNCTION BOX

ELECTRICAL LINE - OVERHEAD

FENCING

BUILDING

PCC PAVING

SIDEWALK PAVING

PCC PAVING DEMO

SIDEWALK DEMO

GRANULAR SURFACING DEMO

BUILDING DEMO

RETAINING WALL DEMO

AC UNIT

GRANULAR SURFACING

0°

'2 4"

E

.6

4'

8" C

LA

Y

GRAVEL

COMMUNICATION

TOWER

GENERATOR

TRANSFORMER

STORAGE

BUILDING

MAINTENANCE

GARAGE

STORAGE

BUILDING

HMAHMA

PCC

PCC

PC

C

HMA

ST

O

R M

S

EW

ER

(P

ER

M

AP

PI

N G

SI

ZE

U

N

KN

O W

N

STORM SEWER (PER MAPPING)

SIZE UNKNOWN

STORM SEWER (PER MAPPING)

SIZE UNKNOWN

STORM SEWER (PER MAPPING)

SIZE UNKNOWN

STORM SEWER (PER MAPPING)SIZE UNKNOWN

WATER SERVICE TO SHOP

(SIZE UNKNOWN)

WATER SERVICE TO SALT BRINE FEED

BUILDING

(SIZE UNKNOWN)

2" COPPER WATER

SERVICE TO SHOP

(ASSUMED ROUTE)

2" PVC WATER SERVICE

TO SALT BRINE FEED

BUILDING AND WASH BAYS

(ASSUMED ROUTE)

" W

AT

ER

(P

ER

M

AP

PI

N

G

6" WATER (PER MAPPING)

4" W

AT

ER

(P

ER

M

AP

PI

N

G

WATER MAIN (PER MAPPING)

SIZE UNKOWN

SANITARY SEWER (PER MAPPING)

SIZE UNKNOWN

STORM SEWER (PER MAPPING)

SIZE UNKNOWN

STORM SEWER (PER MAPPING)

SIZE UNKNOWN

SANITARY MANHOLE

RIM:1058.62'

IE N/S 1047.92'

SANITARY MANHOLE

RIM: 1052.59'

IE N=1046.34'

IE S=1046.32'

SANITARY MANHOLE

MANHOLE WAS FULL OF STEAM WHEN ACCESSED

NO DIRECTION OR SIZE COULD BE ESTABLISHED

LOWEST POINT OF STRUCTURE=1036.36

STORM MANHOLE

RIM=1055.30'

IE S=1040.20' 18" RCP

IE E/W=1038.40'

STORM MANHOLE

RIM=1055.15'

IE NW=1046.10' 15" RCP

IE SW=1042.14' 15" RCP

IS E/W=1033.63'

INACCESSIBLE MANHOLE

GREASE TRAP MANHOLES

RIM=1058.18(W)

RIM=1058.12(E)

BOTTOM WELL=1049.75 (E/W)

GREASE TRAP MANHOLES

RIM IE=1056.16

BOTTOM WELL=1045.81

N P

IN

ET

S T

W CLARK ST

G

AS

M

AI

N (P

ER

M

AP

PI

N G

SI

ZE

U

N

KN

O W

N

HMA

INACCESSIBLE CURB INTAKE

GENERAL ELEVATION TO BOTTOM

TAKEN FROM CURB OPENING

IE=1046.96

TILE INLET IN SWALE

TOP COVER=1054.12'

IE=1049.42'

CURB INTAKE

T/C=1052.86'

IE NE=1050.06'

IE SW=1049.96'INACCESSIBLE

CURB INTAKE

TILE INLET

TOP COVER=1053.51'

IE=1048.31'

TILE INLET

TOP COVER=1053.50'

IE=1048.60'

AREA INTAKE

RIM=1051.72'

IE=1051.60'

AREA INTAKE

RIM=1056.94'

IE=1056.68'

ACCESS GATE

MAINTENANCE

GARAGE AND OFFICE

SALT

STORAGE

COLD STORAGE

BUILDING

40.00'

0.

190.35'

.0

0'

50.00'

7.

50.00'

.5

0'

.0

0'

35.00'

123.17'

9.

(T

YP

19.00'

7" PCC

PAVING (TYP)

7" PCC

PAVING (TYP)

BRINE STORAGE TANKS

ADA PARKING

SYMBOL

6.

5.

5.

5" INTEGRAL PCC

CURB AND SIDEWALK

(TYP)

R=25.00'

R=25.00'

CONSTRUCTION LIMITS (TYP)

MAINTENANCE YARD

GRANULAR

SURFACING

(TYP)

DETENTION

BASIN

HYDROSEED DISTURBED

AREAS NOT TO BE PAVED

(TYP)

REPLACE CHAIN LINK

FENCE AS NECESSARY

TURF SEED WITH EROSION

CONTROL BLANKET (TYP)

GRANULAR

SURFACING

(TYP)

ISOLATION JOINT

AT BUILDING (TYP)

8" PCC

CURB (TYP)

8" PCC PAVING

35.76'

8" PCC

PAVING (TYP)

.0

0'

PCC STOOP (TYP)

SEE STRUCTURAL

PCC STOOP (TYP)

SEE STRUCTURAL

6" CONCRETE FILLED

BOLLARDS (TYP)

8" PCC

PAVING (TYP)

.0

0'

ISOLATION JOINT

AT BUILDING (TYP)

MOUNTED

ADA SIGN

REPLACE CHAIN LINK

FENCE AS NECESSARY

CHAIN LINK FENCING (TYP)

MATCH EXISTING HEIGHT

AND STYLE

4" WIDE, 2' O.C.

PAVEMENT

STRIPING,WHITE

PAVEMENT STRIPING

STALL, 4" WIDE, WHITE

CONSTRUCTION LIMITS (TYP)

SIDEWALK

RAMP

8" PCC PAVING

PR

EL

IM

IN

AR

Y

- N O

T

FO

R C

O N

ST

R

U C

TI

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N

A

B C D E F

A B C D E F

W

ES

TO

W

N P

AR

KW

AY

, S

U

IT

E

W

ES

T

D

ES

M O

IN

ES

, I A

5.

3.

S H

IV

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H

AT

TE

R

Y.

C

O M

D R

AW

N

B Y

AP

PR

O

VE

D B

Y

IS

SU

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F

O R

IS

SU

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D B

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Pr in te d: C101

SI

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P

LA

N

EF KA

L

R

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IE

W

S

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/2

3/

90 ---

JE

FF

ER

SO

N M

AI

N

TE

N

AN

C

E G

AR

AG

E

IO

W

A D

EP

AR

TM

EN

T O

F

TR

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SP

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TI

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IN

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S T, J

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Dr aw in gs

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SI

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dw g 1/

/2

2:

:2

PM

NORTH

NOTE: EXISTING MAINTENANCE GARAGE

MUST REMAIN OPERATIONAL UNTIL NEW

MAINTENANCE GARAGE IS COMPLETED

100' for turning radius

100' for turning radius

0°

'2 4"

E

.6

4'

8" C

LA

Y

GRAVEL

COMMUNICATION

TOWER

GENERATOR

TRANSFORMER

SALT

HOOP STORAGE

BUILDING

MAINTENANCE

GARAGE

STORAGE

BUILDING

BRINE

BUILDING

BRINE PCC

CONTAINMENT

HMAHMA

HMA

PAVING

H M

A

PA

VI

N

G

PCC

PCC

PCC

PC

C

HMA

ST

O

R M

S

EW

ER

(P

ER

M

AP

PI

N G

SI

ZE

U

N

KN

O W

N

STORM SEWER (PER MAPPING)

SIZE UNKNOWN

STORM SEWER (PER MAPPING)

SIZE UNKNOWN

STORM SEWER (PER MAPPING)

SIZE UNKNOWN

STORM SEWER (PER MAPPING)SIZE UNKNOWN

WATER SERVICE TO SHOP

(SIZE UNKNOWN)

WATER SERVICE TO SALT BRINE FEED

BUILDING

(SIZE UNKNOWN)

2" COPPER WATER

SERVICE TO SHOP

(ASSUMED ROUTE)

2" PVC WATER SERVICE

TO SALT BRINE FEED

BUILDING AND WASH BAYS

(ASSUMED ROUTE)

" W

AT

ER

(P

ER

M

AP

PI

N

G

6" WATER (PER MAPPING)

4" W

AT

ER

(P

ER

M

AP

PI

N

G

WATER MAIN (PER MAPPING)

SIZE UNKOWN

SANITARY SEWER (PER MAPPING)

SIZE UNKNOWN

STORM SEWER (PER MAPPING)

SIZE UNKNOWN

STORM SEWER (PER MAPPING)

SIZE UNKNOWN

SANITARY MANHOLE

RIM:1058.62'

IE N/S 1047.92'

SANITARY MANHOLE

RIM: 1052.59'

IE N=1046.34'

IE S=1046.32'

SANITARY MANHOLE

MANHOLE WAS FULL OF STEAM WHEN ACCESSED

NO DIRECTION OR SIZE COULD BE ESTABLISHED

LOWEST POINT OF STRUCTURE=1036.36

STORM MANHOLE

RIM=1055.30'

IE S=1040.20' 18" RCP

IE E/W=1038.40'

STORM MANHOLE

RIM=1055.15'

IE NW=1046.10' 15" RCP

IE SW=1042.14' 15" RCP

IS E/W=1033.63'

INACCESSIBLE MANHOLE

GREASE TRAP MANHOLES

RIM=1058.18(W)

RIM=1058.12(E)

BOTTOM WELL=1049.75 (E/W)

GREASE TRAP MANHOLES

RIM IE=1056.16

BOTTOM WELL=1045.81

N P

IN

ET

S T

W CLARK ST

G

AS

M

AI

N (P

ER

M

AP

PI

N G

SI

ZE

U

N

KN

O W

N

HMA

INACCESSIBLE CURB INTAKE

GENERAL ELEVATION TO BOTTOM

TAKEN FROM CURB OPENING

IE=1046.96

TILE INLET IN SWALE

TOP COVER=1054.12'

IE=1049.42'

CURB INTAKE

T/C=1052.86'

IE NE=1050.06'

IE SW=1049.96'INACCESSIBLE

CURB INTAKE

TILE INLET

TOP COVER=1053.51'

IE=1048.31'

TILE INLET

TOP COVER=1053.50'

IE=1048.60'

AREA INTAKE

RIM=1051.72'

IE=1051.60'

AREA INTAKE

RIM=1056.94'

IE=1056.68'

ACCESS GATE

1052 1051

1045 1044

1052 10

56 10

53 1054

1055 1055

105410

CONSTRUCTION

LIMITS (TYP)

MAINTENANCE

GARAGE AND

BUILDING

FFE = 1055.25

SALT GARAGE

FFE = 1055.00

COLD STORAGE

FFE = 1055.42

LOW POINT/

SWALE @ 1.00%

CONSTRUCTION LIMITS

(TYP)

MATCH EXISTING

GRADES (TYP)

MATCH EXISTING

GRADES (TYP)

LOW POINT/SWALE

CONSTRUCTION LIMITS

(TYP)

LOW POINT/

SWALE @ 1.00%

LOW POINT/

SWALE @ 2.75%

LOW POINT/

SWALE @ 1.58%

LOW POINT/

SWALE @ 0.50%

LOW POINT/

SWALE @ 2.66%

LOW POINT/

SWALE @ 1.00%

LOW POINT/

SWALE @ 0.60%

1.3 7%

1.69% 1.69%

2.

0.50%

2.44%

2.00%

3.

% 6.

0.99%

1.69%

0.99% 2.

2.23%

2.79%

2.67%

1.27%3.00%

9.

5.

6.

% 9.

2.08%

3.24%

3.

4.32%

7.

9.

6.

27.12%

9.49%

0.

4.65%

3.42% 2.33%

4.31%

0.29%

3.

1.99%

1.

2.

5.15%

3.46%

2.

2.

2.

2.

2.

6.

2.

2.30%

1.17%

1.83%

1.

2.3 2%

1.

0.90%

1.

6.

6.

9.

8.

2.

% 2.51%

1.33%

3.

3.

2.

%2.07%

12.27%

13.06%

.3

3%

.3

3%

33.33%33.33%

1.29%

4.83%

3.

1.41%

6.36%

3.05%

2.

1.55%

3.15% 3.88%

4.31%4.96%

3.30%

3.99%

8.51%

8.

2.

55 1055

541054

10531052

1.

6.

1.31%

PR

EL

IM

IN

AR

Y

- N O

T

FO

R C

O N

ST

R

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TI

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N

A

B C D E F

A B C D E F

W

ES

TO

W

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AR

KW

AY

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W

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T

D

ES

M O

IN

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, I A

5.

3.

S H

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C

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F

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G R

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3/

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JE

FF

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N M

AI

N

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N

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AG

E

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A D

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AR

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dw g 1/

/2

2:

:2

PM

NORTH

NOTE: EXISTING MAINTENANCE GARAGE

MUST REMAIN OPERATIONAL UNTIL NEW

MAINTENANCE GARAGE IS COMPLETED

0°

'2 4"

E

.6

4'

8" C

LA

Y

GRAVEL

COMMUNICATION

TOWER

GENERATOR

TRANSFORMER

SALT

HOOP STORAGE

BUILDING

MAINTENANCE

GARAGE

STORAGE

BUILDING

BRINE

BUILDING

BRINE PCC

CONTAINMENT

HMAHMA

HMA

PAVING

H M

A

PA

VI

N

G

PCC

PCC

PCC

PC

C

HMA

ST

O

R M

S

EW

ER

(P

ER

M

AP

PI

N G

SI

ZE

U

N

KN

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N

STORM SEWER (PER MAPPING)

SIZE UNKNOWN

STORM SEWER (PER MAPPING)

SIZE UNKNOWN

STORM SEWER (PER MAPPING)

SIZE UNKNOWN

STORM SEWER (PER MAPPING)SIZE UNKNOWN

WATER SERVICE TO SHOP

(SIZE UNKNOWN)

WATER SERVICE TO SALT BRINE FEED

BUILDING

(SIZE UNKNOWN)

2" COPPER WATER

SERVICE TO SHOP

(ASSUMED ROUTE)

2" PVC WATER SERVICE

TO SALT BRINE FEED

BUILDING AND WASH BAYS

(ASSUMED ROUTE)

" W

AT

ER

(P

ER

M

AP

PI

N

G

6" WATER (PER MAPPING)

4" W

AT

ER

(P

ER

M

AP

PI

N

G

WATER MAIN (PER MAPPING)

SIZE UNKOWN

SANITARY SEWER (PER MAPPING)

SIZE UNKNOWN

STORM SEWER (PER MAPPING)

SIZE UNKNOWN

STORM SEWER (PER MAPPING)

SIZE UNKNOWN

SANITARY MANHOLE

RIM:1058.62'

IE N/S 1047.92'

SANITARY MANHOLE

RIM: 1052.59'

IE N=1046.34'

IE S=1046.32'

SANITARY MANHOLE

MANHOLE WAS FULL OF STEAM WHEN ACCESSED

NO DIRECTION OR SIZE COULD BE ESTABLISHED

LOWEST POINT OF STRUCTURE=1036.36

STORM MANHOLE

RIM=1055.30'

IE S=1040.20' 18" RCP

IE E/W=1038.40'

STORM MANHOLE

RIM=1055.15'

IE NW=1046.10' 15" RCP

IE SW=1042.14' 15" RCP

IS E/W=1033.63'

INACCESSIBLE MANHOLE

GREASE TRAP MANHOLES

RIM=1058.18(W)

RIM=1058.12(E)

BOTTOM WELL=1049.75 (E/W)

GREASE TRAP MANHOLES

RIM IE=1056.16

BOTTOM WELL=1045.81

N P

IN

ET

S T

W CLARK ST

G

AS

M

AI

N (P

ER

M

AP

PI

N G

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HMA

INACCESSIBLE CURB INTAKE

GENERAL ELEVATION TO BOTTOM

TAKEN FROM CURB OPENING

IE=1046.96

TILE INLET IN SWALE

TOP COVER=1054.12'

IE=1049.42'

CURB INTAKE

T/C=1052.86'

IE NE=1050.06'

IE SW=1049.96'INACCESSIBLE

CURB INTAKE

TILE INLET

TOP COVER=1053.51'

IE=1048.31'

TILE INLET

TOP COVER=1053.50'

IE=1048.60'

AREA INTAKE

RIM=1051.72'

IE=1051.60'

AREA INTAKE

RIM=1056.94'

IE=1056.68'

ACCESS GATE

SANITARY BUILDING CONNECTION

IE =1050.80

REFER TO PLUMBING

PLANS FOR CONTINUATION

WATER BUILDING CONNECTION

IE = 1050.80

REFER TO MECHANICAL

PLANS FOR CONTINUATION

GAS BUILDING CONNECTION

IE = 1050.80

(BY UTILITY PROVIDER)

REFER TO MECHANICAL

PLANS FOR CONTINUATION

401 LF 6" PVC

SANITARY SERVICE

@ 0.86%

379 LF 6" C900 PVC

WATER SERVICE

CONNECT TO EXISTING

SANITARY SEWER WITH

SERVICE WYE

IE = 1047.34

CONTRACTOR TO VERIFY

PRIOR TO CONSTRUCTION

335 LF GAS SERVICE

(BY UTILITY PROVIDER)

CONNECT TO EXISTING WATER

MAIN AT EXISTING DEPTH

CONTRACTOR TO VERIFY

PRIOR TO CONSTRUCTION

CONNECT TO EXISTING

GAS SERVICE

(BY UTILITY PROVIDER)

ST

.2

L

F

R

C P

.5 0%

ST 2.1 43 LF

18 '' RCP @

0.50%

ST 3.1 73 LF18 '' RCP @ 1.00%

ST

.0

LF

R C

P

.0

0%

INT 2.1 (SW-512)

RIM = 1049.29

IE = 1044.36 ST 2.2

IE = 1044.26 ST 2.1

FES 2.0 (18 '' RCP FES)

IE = 1044.05 ST 2.1

INT 2.2 (SW-512)

RIM = 1048.25

IE = 1045.20 ST 2.2

FES 1.0 (18 '' RCP FES)

IE = 1039.45 ST 1.0

FES 3.0 (18 '' RCP FES)

IE = 1046.81 ST 3.1

TIE EXISTING WATER SERVICE

INTO PROPOSED WATER SERVICE

WITH TEE AND REDUCER.

CONTRACTOR TO VERIFY LOCATION

PRIOR TO CONSTRUCTION

CONNECT TO EXISTING

STORM MANHOLE

CONSTRUCTION LIMITS (TYP)

CONSTRUCTION LIMITS (TYP)

45° BEND

45° BEND

MAINTENANCE

GARAGE

SALT STORAGE

COLD

STORAGE

BUILDING

ST 3.2

INT 3.2 (SW-511)

RIM = 1051.34

IE = 1048.63 ST 3.2

ST 3.2 101 LF

18 '' RCP @ 1.00%

INT 3.1 (SW-511)

RIM = 1055.21

IE = 1047.64 ST 3.2

IE = 1047.53 ST 3.1

PR

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NORTH

NOTE: EXISTING MAINTENANCE GARAGE

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7"

SUBGRADE PREPARATION SHALL

EXTEND 24" BEYOND BACK OF

CURB OR EDGE OF PAVING

NOTE:

6"

5"

EXISTING SUBGRADE OR

COMPACTED FILL (95%

STANDARD PROCTOR

DENSITY)

SCARIFIED AND

RECOMPACTED SUBGRADE

(95% STANDARD PROCTOR

DENSITY)

SCARIFIED AND

RECOMPACTED SUBGRADE

(95% STANDARD PROCTOR

DENSITY)

EXISTING SUBGRADE OR

COMPACTED FILL (95%

STANDARD PROCTOR

DENSITY)

P.C.C.

P.C.C.

SIDEWALK 7" P.C.C.

PAVING

B1 PAVEMENT CROSS SECTIONS

12"

MODIFIED SUBBASE 6"

SLOPE

JOINT SEALANT

3/4" THICK PREFORMED

EXPANSION JOINT FILLER

NOTE:

ALL PREFORMED JOINT MATERIAL

SHALL BE INSTALLED PERPENDICULAR

TO THE PAVEMENT SURFACE AND

CARE SHALL BE EXERCISED

THROUGHOUT THE CONSTRUCTION OF

THE PAVEMENT TO ENSURE THAT

SUCH JOINT MATERIAL REMAINS IN

PROPER POSITION UPON COMPLETION

OF PAVING OPERATION.

BUILDING

WALL/PAVING

COMPACTED SUBGRADE

SUBGRADE IS FLUSH WITH

BASE EXPANSION JOINT

FILLER TO ENSURE THAT

CONCRETE DOES NOT

FLOW UNDER AND VOID

EXPANSION JOINT

PCC PAVING OR SIDEWALK

4''

4''

B2 ISOLATION JOINT

E4 ACCESSIBLE PARKING SYMBOL

6°

23°

4" (T

YP

R= 2'-

0"

R=1'-8

2' -0

1'

-0

8"

1'-0"

6" 1'-6"

1'-0"

4"

R=6"

NOTE: SYMBOL TO BE CENTERED IN PARKING SPACE

AND ORIENTED AS ILLUSTRATED ON PLANS.

A3 ADA SIGN (ATTACH TO BUILDING)

IMPROPER USE FINE PLAQUE

MUTCD R7-8P VAN ACCESSIBLE PLAQUE

MUTCD R7-8 RESERVED PARKING SIGN W/

STATE PERMIT REQUIRED

A2 INTEGRAL PCC CURB AND SIDEWALK

2" OF APPROVED

JOINT SEALANT

MATERIAL

6'

MATCH BOTTOM OF

ADJACENT PAVING

2" FLEXIBLE, LIGHT WEIGHT,

NON-STAINING

POLYETHYLENE CLOSED CELL

EXPANSION JOINT FILLER

COMPATED

SUBGRADE

CONCRETE

PAVING

1" R

12" 24"

1" 6"

GRANULAR SURFACE

BOUNDARIES (SEE PLANS)

6"

SCARIFIED AND

RECOMPACTED SUBGRADE

(95% STANDARD PROCTOR

DENSITY)

EXISTING SUBGRADE OR

COMPACTED FILL (95%

STANDARD PROCTOR

DENSITY)

12"

GRANULAR BASE COURSE

MACADAM STONE BASE

IDOT 4122.2 GRADATION NO. 13

9"

GRANULAR SURFACE COURSE

CLASS A STONE

IDOT 4120.04 GRADATION NO.1

15"

A1 GRANULAR SURFACE CROSS-SECTION

8"

SCARIFIED AND

RECOMPACTED SUBGRADE

(95% STANDARD PROCTOR

DENSITY)

EXISTING SUBGRADE OR

COMPACTED FILL (95%

STANDARD PROCTOR

DENSITY)

P.C.C.

HEAVY DUTY

P.C.C. PAVING

12"

MODIFIED SUBBASE 6"

SLOPE

SEE GRADING PLAN

THICKENED SLAB

PCC SIDEWALK

2" FLEXIBLE, LIGHT WEIGHT,

NON-STAINING POLYETHYLENE CLOSED

CELL EXPANSION JOINT FILLER

2" OF APPROVED JOINT

SEALANT MATERIAL

E1 PCC WALK @ STRUCTURAL STOOP

REINFORCING - SEE

STRUCTURAL PLANS

BUILDING

SEE GRADING PLAN

FINISH FLOOR ELEVATION0.50"

STRUCTURAL STOOP SLAB,

SEE STRUCTURAL PLANS

STRUCTURAL STOOP

FOUNDATION WALL, SEE

STRUCTURAL PLANS

F2 RIGID PIPE EXCAVATION & BEDDING

TRENCH WIDTH

MIN=OD+12"

MAX=1.25xOD+12"

B B+ D

/2 +T

OD

T

SUBGRADE SHOULD BE EXCAVATED OR

OVER EXCAVATED, IF NECESSARY, SO A

UNIFORM FOUNDATION FREE OF

PROTRUDING ROCKS MAY BE PROVIDED.

D

B = OD/8 OR 4" (WHICHEVER

IS GREATER)

UNDISTURBED

SOIL

GRANULAR

CRADLE

NOTE:

E2 FLEXIBLE PIPE BEDDING

SUBGRADE SHOULD BE EXCAVATED OR OVER

EXCAVATED, IF NECESSARY, SO A UNIFORM

FOUNDATION FREE OF PROTRUDING ROCKS

MAY BE PROVIDED.

OD

4" (MIN)

T

TW

OD = OUTSIDE DIAMETER OF PIPE

TW = TRENCH WIDTH AT 12" ABOVE

TOP OF PIPE:

MIN. = OD + 18" OR 1.25 x OD + 12"

(WHICHEVER IS GREATER)

NOTE:

OR 1/4 THE DIAMETER

(WHICHEVER IS GREATER)

UNDISTURBED

SOIL

GRANULAR

CRADLE

B4 SIDEWALK RAMPS

1 PERPENDICULAR CURB RAMP: TARGET RUNNING SLOPE OF 6.25% WITH MAXIMUM RUNNING SLOPE OF 8.3%. MATCH PEDESTRIAN STREET CROSSING CROSS SLOPE AT BACK OF CURB. AT MID-BLOCK CROSSINGS, CROSS SLOPE MAY

EXCEED 2.0% TO MATCH ROADWAY GRADE.

2 PARALLEL CURB RAMP: TARGET CROSS SLOPE OF 1.5% WITH A MAXIMUM CROSS SLOPE OF 2.0%. THE LENGTH OF THE PARALLEL RAMP IS NOT REQUIRED TO EXCEED 15 FEET, REGARDLESS OF THE RESULTING SLOPE. DO NOT EXCEED

8.3% SLOPE FOR PARALLEL RAMPS SHORTER THAN 15 FEET.

3 TURNING SPACE: TARGET SLOPE OF 1.5%, WITH A MAXIMUM SLOPE PERPENDICULAR TO THE TRAVEL DIRECTIONS OF 2.0%. AT MID-BLOCK CROSSINGS, CROSS SLOPE OF LANDING MAY EXCEED 2.0% TO MATCH ROADWAY GRADE. MINIMUM

4 FEET BY 4 FEET.

4 FLARE (10:1 MAX) REQUIRED IF RAMP IS CONTIGUOUS WITH SIDEWALK.

CURB RAMP

TURNING SPACE

DETECTABLE WARNING

IM

IN

AR

Y

- N O

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ST

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12"

15"

18"

24"

30"

36"

42"

Mark 4f1 4f2 4f1 4f2 4f1 4f2 4f1 4f2 4f1 4f2 4f1 4f2 4f1 4f2

Size

Count

Length 2'-0" 3'-8"

2'-6 " 3'-8" 3'-1" 3'-8" 4'-2" 3'-8" 5'-3" 3'-8" 6'-4" 3'-8" 6'-11" 3'-8"

2'-4"

2'-10 "

3'-5"

4'-6"

5'-7"

6'-8"

7'-3"

REINFORCING BAR LIST

TYPICAL SECTION ELEVATION

RCP Apron Section

1'-8"

6"

D RCP Apron Section

4f1

4f2

#4 Bars @ 18" o.c.

W

48"

C2 FLARED END SECTION FOOTING

SW-604 Type 3, 4, or 5 Casting

Inlet Elevation

Class 3 RCP Risers

Square Edge

Base

4''4''

6'' min.

6'' min.

Location Station

Depth

12'' min.

D1

18'' 24'' 24'' 30'' 30'' 36''

12'' 15'' 18'' 21'' 24'' 27''

CASE 1

INTAKE SIZE - CASE 1

Precast (shown) or cast-in-place base:

Precast: 6 inch thick concrete with #6 welded wire mesh on 4 inch centers (WWF 4'' x 4'').

Center mesh vertically within base.

Cast-in-place: 8 inch thick non-reinforced concrete.

12 inch minimum riser height above all pipes.

Outlet Pipe Diameter, D1

Minimum Riser Diameter, D2

Riser Diameter, D2

(varies)

Concrete Fillet

TYPICAL SECTION

A3 CIRCULAR AREA INTAKE, (SW-512)

E2 FLARED END SECTION W/ TRASH GUARD

4"x4"x1/4" PLATE WASHER

1-1/2" INSIDE DIA

TO FIT END BAR

1/4" COTTER PIN

1-1/4" PIN WITH

1/4" COTTER PIN

3/8" STEEL TOP

PLATE SHAPED

TO CONFORM

WITH APRON

WELD TOP BARS

TO TOP PLATE

#6 CROSS BAR (2

REQUIRED) WELD TO

EACH TOP BAR

2" EXCESS (TYP)

#6 EVENLY SPACED

TOP BARS (SEE TABLE)

APRON

SIZE

TOP BARS

REQUIRED

24" 30" 36"

#10 END BAR

C4 PAVEMENT JOINT TYPES

'C' CONTRACTION JOINT

T

3 4

'RD' ABUTTING PAVEMENT JOINT

T

T Joint Bars

#5'BT-3' 24'' Long at 30'' Centers

Bar Length and Spacing

≥ 8''

'BT' ABUTTING PAVEMENT JOINT - RIGID TIE (DRILLED)

SAWCUT & SEAL JOINT

T

JOINTING NOTES:

SEE DOWEL ASSEMBLIES FOR FABRICATION DETAILS.

SEE BAR SIZE TABLE.

PLACE BARS WITHIN THE LIMITS SHOWN UNDER DOWEL

ASSEMBLIES.

EDGE WITH 1/4 INCH TOOL FOR LENGTH OF JOINT

INDICATED IF FORMED; EDGING NOT REQUIRED WHEN

CUT WITH DIAMOND BLADE SAW. REMOVE HEADER

BLOCK AND BOARD WHEN SECOND SLAB IS PLACED..

BAR SUPPORTS MAY BE NECESSARY FOR FIXED FORM

PAVING TO ENSURE THE BAR REMAINS IN A HORIZONTAL

POSITION IN THE PLASTIC CONCRETE.

SAWING OR SEALING OF JOINT NOT REQUIRED.

THE FOLLOWING JOINTS ARE INTERCHANGEABLE,

SUBJECT TO THE POURING SEQUENCE:

'BT-1', 'L-1', AND 'KT-1'

'KT-2' AND 'L-2'

'KT-3' AND 'L-3'

PAVEMENT EDGE

9" MIN.9" MIN.

SAWCUT & SEAL JOINT

HOLE DIAMETER 18"

LARGER THAN DOWEL 18" LONG DOWEL AT 12"

CENTERS

BAR SIZE TABLE FOR 'CD' AND 'RD' JOINTS

T

< 8'' #6

#10

4''

≥ 8'' but < 10''

Tie Bar Size

Dowel Diameter

1 14''

T

T 36'' Long at 30'' Centers

Joint Bars

'L-2' #5

Bar Length and Spacing

7'L' CONTRACTION JOINT

SAWCUT & SEAL JOINT

≥ 8''

Crack or Joint Line

T/3 ± 14''

Joint Sealant Material 4'' ± 1

16'' Saw Cut

DETAIL D-2

A4 TRACER SYSTEM

NOTES:

1. EXTEND TRACER WIRE UP FIRE HYDRANT

BARREL TO INTERNAL TERMINALS OF TRACER

WIRE TERMINAL BOX AND BACK DOWN.

2. CLAMP TRACER WIRE TO GROUND ROD AT

SYSTEM TERMINATION POINTS.

EXISTING WATER

MAIN WITHOUT

LOCATE WIRE

GROUND ROD

DO NO RUN WIRE UP

VALVE BOX

TAPE WIRE AT MIDPOINT OF EACH

PIPE LENGTH

POSSIBLE SPLICE

NEW WATER MAIN

FIRE HYDRANT ANCHOR

TEE

SPLICE

GROUND ROD

FIRE HYDRANT VALVE

FIRE HYDRANT BARREL

TRACER WIRE TERMINAL BOX AT

GROUND LEVEL

D R

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E

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4'

8" C

LA

Y

GRAVEL

COMMUNICATION

TOWER

GENERATOR

TRANSFORMER

SALT

HOOP STORAGE

BUILDING

MAINTENANCE

GARAGE

STORAGE

BUILDING

BRINE

BUILDING

BRINE PCC

CONTAINMENT

HMAHMA

HMA

PAVING

H M

A

PA

VI

N

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PCC

PCC

PCC

PC

C

HMA

ST

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S

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STORM SEWER (PER MAPPING)

SIZE UNKNOWN

STORM SEWER (PER MAPPING)

SIZE UNKNOWN

STORM SEWER (PER MAPPING)

SIZE UNKNOWN

ST

O

R M

S

EW

ER

(P

ER

M

AP

PI

N G

SI

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KN

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N

STORM SEWER (PER MAPPING)SIZE UNKNOWN

5" PLASTIC DRAIN TILE

(INACCESSIBLE, PER MAPPING)

5" PLASTIC DRAIN TILE

(INACCESSIBLE, PER MAPPING)

5" PLASTIC DRAIN TILE

(INACCESSIBLE, PER MAPPING)

5" PLASTIC DRAIN TILE

(INACCESSIBLE, PER MAPPING)

5" PLASTIC DRAIN TILE

(INACCESSIBLE, PER MAPPING)

5" PLASTIC DRAIN TILE

(INACCESSIBLE, PER MAPPING)

8" PLASTIC DRAIN TILE

(INACCESSIBLE, PER MAPPING)

5" PLASTIC DRAIN

TILE (INACCESSIBLE,

PER MAPPING)

" P

LA

ST

IC

D

R

AI

N T

IL

E

(IN

AC

C

ES

SI

BL

E, P

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PI

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N C

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R

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PI

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5" PLASTIC DRAIN

TILE (INACCESSIBLE,

PER MAPPING)

D R

AI

N

T

IL

E (P

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M

AP

PI

N G

SI

ZE

U

N

KO

W N

D R

AI

N

T

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E (P

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PI

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10521053

WATER SERVICE TO SHOP

(SIZE UNKNOWN)

WATER SERVICE TO SALT BRINE FEED

BUILDING

(SIZE UNKNOWN)

2" COPPER WATER

SERVICE TO SHOP

(ASSUMED ROUTE)

2" PVC WATER SERVICE

TO SALT BRINE FEED

BUILDING AND WASH BAYS

(ASSUMED ROUTE)

" W

AT

ER

(P

ER

M

AP

PI

N

G

6" WATER (PER MAPPING)

4" W

AT

ER

(P

ER

M

AP

PI

N

G

WATER MAIN (PER MAPPING)

SIZE UNKOWN

SANITARY SEWER (PER MAPPING)

SIZE UNKNOWN

STORM SEWER (PER MAPPING)

SIZE UNKNOWN

STORM SEWER (PER MAPPING)

SIZE UNKNOWN

DRAIN TILE (PER MAPPING)

SIZE UNKNOWN

5" PLASTIC DRAIN TILE

(INACCESSIBILE PER MAPPING)

5" PLASTIC DRAIN TILE

(INACCESSIBLE, PER MAPPING)

SANITARY MANHOLE

RIM:1058.62'

IE N/S 1047.92'

SANITARY MANHOLE

RIM: 1052.59'

IE N=1046.34'

IE S=1046.32'

SANITARY MANHOLE

MANHOLE WAS FULL OF STEAM WHEN ACCESSED

NO DIRECTION OR SIZE COULD BE ESTABLISHED

LOWEST POINT OF STRUCTURE=1036.36

STORM MANHOLE

RIM=1055.30'

IE S=1040.20' 18" RCP

IE E/W=1038.40'

STORM MANHOLE

RIM=1055.15'

IE NW=1046.10' 15" RCP

IE SW=1042.14' 15" RCP

IS E/W=1033.63'

INACCESSIBLE MANHOLE

GREASE TRAP MANHOLES

RIM=1058.18(W)

RIM=1058.12(E)

BOTTOM WELL=1049.75 (E/W)

GREASE TRAP MANHOLES

RIM IE=1056.16

BOTTOM WELL=1045.81

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INACCESSIBLE CURB INTAKE

GENERAL ELEVATION TO BOTTOM

TAKEN FROM CURB OPENING

IE=1046.96

TILE INLET IN SWALE

TOP COVER=1054.12'

IE=1049.42'

CURB INTAKE

T/C=1052.86'

IE NE=1050.06'

IE SW=1049.96'INACCESSIBLE

CURB INTAKE

TILE INLET

TOP COVER=1053.51'

IE=1048.31'

TILE INLET

TOP COVER=1053.50'

IE=1048.60'

AREA INTAKE

RIM=1051.72'

IE=1051.60'

AREA INTAKE

RIM=1056.94'

IE=1056.68'

ACCESS GATE

PROTECT EXISTING

BUILDING (TYP)

REMOVE AND DISPOSE

OF EXISTING SALT HOOP

PROTECT EXISTING

BUILDING

REMOVE AND DISPOSE

OF EXISTING BRINE TANKS

REMOVE AND DISPOSE

OF EXISTING PCC PAVING

REMOVE AND DISPOSE

OF EXISTING PCC WALL

REMOVE AND DISPOSE

OF EXISTING BUILDING

REMOVE AND DISPOSE

OF EXISTING BUILDING

PROTECT EXISTING

COMMUNICATION TOWER

PROTECT EXISTING

GENERATOR AND

TRANSFORMER

REMOVE AND DISPOSE

OF EXISTING ACC PAVEMENT

REMOVE AND DISPOSE OF

EXISTING PCC PAVEMENT

REMOVE AND DISPOSE OF

EXISTING STORMWATER INTAKE

REMOVE AND DISPOSE OF

EXISTING STORMWATER INTAKE

PROTECT EXISTING

UNDERGROUND

ELECTRIC (TYP)

REMOVE AND DISPOSE

OF EXISTING GRANULAR

SURFACING (TYP)

REMOVE AND DISPOSE OF

EXISTING DRAIN TILE (TYP)

REMOVE AND DISPOSE

OF EXISTING BUILDING

PROTECT EXISTING

WATER SERVICE

REMOVE AND DISPOSE OF

EXISTING SANITARY SEWER

CAP @ EXISTING MANHOLE

REMOVE AND DISPOSE

OF EXISTING GREASE

INTERCEPTOR

REMOVE AND DISPOSE OF

EXISTING WATER SERVICE (TYP)

REMOVE AND DISPOSE OF

EXISTING WATER SERVICE (TYP)

PROTECT EXISTING

SANITARY SEWER

PROTECT EXISTING

GREASE INTERCEPTOR

PROTECT EXISTING

PCC PAVING (TYP)

REMOVE AND DISPOSE OF

EXISTING GRANULAR

SURFACING (TYP)

REMOVE AND REPLACE

EXISTING FENCE AS

NECESSARY FOR UTILITY

REMOVAL AND INSTALLATION

REMOVE AND REPLACE

EXISTING FENCE AS

NECESSARY FOR REMOVAL

OF WATER SERVICE

CONSTRUCTION

LIMITS (TYP)

PROTECT EXISTING

ASPHALT PAVING

(TYP)

CONSTRUCTION

LIMITS (TYP)

PROTECT EXISTING

FENCE (TYP)

REMOVE AND DISPOSE

OF EXISTING PCC WALL

PROTECT EXISTING

ELECTRICAL POLE

PROTECT EXISTING

BUILDING

PROTECT EXISTING

ASPHALT PAVING

(TYP)

REMOVE AND DISPOSE

OF EXISTING BOLLARDS

REMOVE AND DISPOSE OF

EXISTING PCC PAVING

CONSTRUCTION

LIMITS (TYP)

REMOVE AND DISPOSE OF

EXISTING UNDERGROUND

ELECTRIC (TYP)

REMOVE AND DISPOSE OF

EXISTING ASPHALT PAVING

(TYP)

PROTECT EXISTING

FENCE (TYP)

REMOVE AND REPLACE EXISTING

FENCE AS NECESSARY FOR UTILITY

REMOVAL AND INSTALLATION

PROTECT EXISTING

STORM MANHOLE

REMOVE AND DISPOSE OF

EXISTING ASPHALT PAVING

AS NECESSARY FOR UTILITY

REMOVAL AND INSTALLATION

PROTECT EXISTING

OVERHEAD ELECTRIC

AND POLES (TYP)

REMOVE AND DISPOSE

OF EXISTING STORM INTAKE

CONSTRUCTION

LIMITS (TYP)

PROTECT EXISTING

FIBER OPTIC (TYP)

PROTECT EXISTING

UNDERGROUND UTILITIES

AND FIXTURES (TYP)

PROTECT EXISTING

OVERHEAD ELECTRIC

AND POLES (TYP)

REMOVE AND SALVAGE

EXISTING FLAG POLE,

COORDINATE NEW

LOCATION WITH OWNER

PROTECT EXISTING

TRESS (TYP)

PROTECT EXISTING

SANITARY MANHOLE

REMOVE AND DISPOSE

OF EXISTING PCC PAVING

AS NECESSARY FOR

UTILITY REMOVAL AND

INSTALLATION

PROTECT OVERHEAD ELECTRIC

AND POLES (TYP)

CAP EXISTING WATER SERVICE

AT SHUTOFF VALVE

REMOVE AND DISPOSE OF

EXISTING GAS (TYP)

(BY UTILITY PROVIDER)

PROTECT EXISTING

OVERHEAD ELECTRIC (TYP)

PROTECT EXISTING

UNDERGROUND

ELECTRIC (TYP)

REMOVE AND DISPOSE OF

EXISTING DRAIN TILE (TYP)

REMOVE AND DISPOSE OF

EXISTING DRAIN TILE (TYP)

PROTECT EXISTING GATE (TYP)

PROTECT EXISTING

GATE (TYP)

PROTECT EXISTING

GRAVEL ENTRANCE (TYP)

PROTECT EXISTING

GRAVEL ENTRANCE (TYP)

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NOTE: EXISTING MAINTENANCE GARAGE

1. CODES:

A. INTERNATIONAL BUILDING CODE (IBC) 2015

B. AMERICAN CONCRETE INSTITUTE - BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE (ACI 318)

C. AMERICAN CONCRETE INSTITUTE - BUILDING CODE REQUIREMENTS FOR MASONRY

STRUCTURES (ACI 530)

D. AMERICAN INSTITUTE OF STEEL CONSTRUCTION - SPECIFICATION FOR STRUCTURAL

STEEL BUILDINGS (AISC 360)

ALLOWABLE STRENGTH DESIGN (ASD)

E. AMERICAN SOCIETY OF CIVIL ENGINEERS AND STRUCTURAL ENGINEERING INSTITUTE

(ASCE/SEI 7) - MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

F. AMERICAN WELDING SOCIETY D1.1

G. AMERICAN IRON AND STEEL INSTITUTE (AISI S100) SPECIFICATION FOR THE DESIGN OF

COLD FORMED STEEL STRUCTURAL MEMBERS

H. AMERICAN FOREST & PAPER ASSOCIATION (AF&PA) NATIONAL DESIGN SPECIFICATION

FOR WOOD CONSTRUCTION (NDS)

2. DESIGN LOADS PER THE 2015 IBC (RISK CATEGORY II)

A. DEAD LOADS

STRUCTURE SELF WEIGHT AS SHOWN

CEILING, MEP & FP 10 PSF

ROOFING SYSTEM 10 PSF

MEP ABOVE MECHANICAL ROOM 20 PSF

B. LIVE LOADS

TYPICAL ROOF LIVE LOAD 20 PSF

TYPICAL FLOOR LIVE LOADS (REDUCIBLE PER IBC 1607.10)

PARTITIONS 15 PSF

STAIRS STRUCTURE (UNREDUCIBLE) 100 PSF

STAIR TREADS 300 LBS OR 100 PSF

MECHANICAL ROOMS (UNREDUCIBLE) 150 PSF

HEAVY STORAGE (UNREDUCIBLE) 250 PSF

50' SPAN 2T MAX CRANE HANGER LOAD 11,400 LBS

C. ROOF SNOW LOAD

GROUND SNOW LOAD, Pg 25 PSF ROOF SNOW LOAD, Pf 20.0 PSF SNOW EXPOSURE FACTOR, Ce 0.90 SNOW IMPORTANCE FACTOR, Is 1.0 THERMAL FACTOR, Ct 1.0

SNOW DRIFT: REFER TO SNOW DRIFT DIAGRAM

D. WIND PRESSURE (ASCE 7-16)

WIND SPEED, Vult 115 MPH NOMINAL DESIGN WIND SPEED, Vasd 89 MPH

WIND EXPOSURE C

INTERNAL PRESSURE COEFFICIENT +/-0.18

MWFRS DESIGN WIND LATERAL PRESSURE 30 PSF

E. WIND PRESSURE - COMPONENTS AND CLADDING

PER ASCE 7-16 FOR EACH REQUIRED COMPONENT

SEE SHEET S002 FOR COMPONENTS AND CLADDING LOAD TABLE

F. SEISMIC DESIGN DATA

SEISMIC IMPORTANCE FACTOR - 1.0

MAPPED SPECTRAL RESPONSE ACCELERATIONS, Ss 0.058

MAPPED SPECTRAL RESPONSE ACCELERATIONS, S1 0.046

SITE CLASS D

SPECTRAL RESPONSE COEFFICIENTS, Sds - 0.062 SPECTRAL RESPONSE COEFFICIENTS, Sd1 - 0.073

SEISMIC DESIGN CATEGORY - B

BASIC SEISMIC FORCE-RESISTING SYSTEM:

PRECAST SHEAR WALLS

DESIGN BASE SHEAR, V = Cs x W 409 KIPS SEISMIC RESPONSE COEFFICIENT, Cs 0.333

RESPONSE MODIFICATION FACTOR, R 3

ANALYSIS PROCEDURE: - EQUIVALENT LATERAL FORCE

G. LATERAL EARTH PRESSURES

ACTIVE PRESSURE - XX PCF X DEPTH

AT-REST PRESSURE - XX PCF X DEPTH

PASSIVE PRESSURE - 360 PCF X DEPTH

H. DEFLECTION CRITERIA

a.…