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

M SHEETS

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.

Kevin J. Bruxvoort

E SHEETS

19927

ELECTRICAL ENGINEER

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WRC Decentralization Phase 4 & Fire Alarm Phase 3 (#9279.40) Bid Issuance #1

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

00-G000

W R

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F ir e

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SHEET NUMBER ELMCREST SHEET INDEX

ARCHITECTURAL

10-AD00 BASEMENT DEMOLITION AND FLOOR PLAN

MECHANICAL

10-MD01 BASEMENT MECHANICAL PIPING DEMOLITION PLAN

10-M100 BASEMENT MECHANICAL PIPING PLAN

10-M500 MECHANICAL CONTROLS

10- M600 MECHANICAL SCHEDULES AND DETAILS

ELECTRICAL

10-E100 BASEMENT LEVEL CHILLER UPGRADES

SHEET NUMBER MEDICAL CENTER INDEX

ARCHITECTURAL

12-AD00 BASEMENT DEMOLITION AND FLOOR PLAN

MECHANICAL

12-MD1 BASEMENT MECHANICAL PIPING DEMOLITION PLAN

12 -M100 BASEMENT MECHANICAL PIPING PLAN

12 -M500 MECHANICAL CONTROLS

12 -M600 MECHANICAL SCHEDULES AND DETAILS

ELECTRICAL

12-E100 BASEMENT LEVEL CHILLER UPGRADES

SHEET NUMBER DISPATCH GARAGE INDEX

MECHANICAL

15-MD101 MECHANICAL DEMOLITION PLANS

15-M100 MECHANICAL PLANS

15-M600 MECHANICAL SCHEDULES & DETAILS

ELECTRICAL

15-ED201 FIRST FLOOR AND MEZZANINE LEVEL POWER DEMOLITION PLAN

15-E201 FIRST FLOOR AND MEZZANINE LEVEL POWER PLAN

15-E600 ELECTRICAL SCHEDULES

SHEET NUMBER GENERAL SHEET INDEX

GENERAL

00-G000 COVER SHEET

00-G001 CAMPUS MAP

CIVIL

00-C101 SITE PLAN

00-C102 SITE PLAN

00-C103 SITE PLAN

00-C501 CONSTRUCTION DETAILS

00-CD01 EXISTING CONDITIONS AND DEMOLITION PLAN

00-CD02 EXISTING CONDITIONS AND DEMOLITION PLAN

00-CD03 EXISTING CONDITIONS AND DEMOLITION PLAN

ARCHITECTURAL

00-A000 ARCHITECTURAL GENERAL INFORMATION

MECHANICAL

00-M000 GENERAL MECHANCIAL AND PLUMBING SYMBOLS & NOTES

ELECTRICAL

00-E000 ELECTRICAL GENERAL INFORMATION

00-E010 ELECTRICAL SITE PLAN - LINDEN COURT

00-E011 ELECTRICAL RISER DIAGRAM

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

A SHEETS

06716

SHEET NUMBER BIRCHES SHEET INDEX

ARCHITECTURAL

16-AD01 BASEMENT, FIRST, AND SECOND DEMOLITION PLANS

16-A100 BASEMENT FLOOR PLAN

16-A101 FIRST FLOOR PLAN

16-A102 SECOND FLOOR PLAN AND THIRD FLOOR PLAN

16-A110 BASEMENT AND FIRST FLOOR REFLECTED CEILING PLANS

16-A111 SECOND AND THIRD FLOOR REFLECTED CEILING PLANS

MECHANICAL

16-MD100 BASEMENT MECHANICAL PIPING DEMOLITION PLAN

16-MD101 FIRST FLOOR MECHANICAL PIPING DEMOLITION PLAN

16-MD102 SECOND AND THIRD FLOOR MECHANICAL PIPING DEMOLITION PLAN

16-M100 BASEMENT MECHANICAL PIPING PLAN

16-M101 FIRST FLOOR MECHANICAL PIPING PLAN

16-M102 SECOND AND THIRD FLOOR MECHANICAL PIPING PLAN

16-M300 BASEMENT MECHANICAL THERMOSTAT PLAN

16-M301 FIRST FLOOR MECHANICAL THERMOSTAT PLAN

16-M302 SECOND AND THIRD FLOOR MECHANICAL THERMOSTAT PLAN

16-M400 ENLARGED MECHANICAL PLANS AND SCHEMATICS

16-M500 MECHANICAL DETAILS

16-M501 MECHANICAL CONTROLS

16-M600 MECHANICAL SCHEDULES

ELECTRICAL

16-ED100 BASEMENT ELECTRICAL SYSTEMS DEMOLITION PLAN

16-ED101 FIRST FLOOR ELECTRICAL SYSTEMS DEMOLITION PLAN

16-ED102 SECOND AND THIRD FLOOR ELECTRICAL SYSTEMS DEMOLITION PLAN

16-E100 BASEMENT ELECTRICAL SYSTEMS PLAN

16-E101 FIRST FLOOR ELECTRICAL SYSTEMS PLAN

16-E102 SECOND AND THIRD FLOOR ELECTRICAL SYSTEMS PLAN

16-E400 ELECTRICAL SCHEDULES

SHEET NUMBER POWER HOUSE SHEET INDEX

MECHANICAL

18-MD100 BASEMENT MECHANICAL PIPING DEMOLITION PLAN

18-MD101 FIRST FLOOR MECHANICAL PIPING DEMOLITION PLAN

18-M100 BASEMENT MECHANICAL PLAN

18-M101 FIRST FLOOR MECHANICAL PLAN

18-M102 SECOND FLOOR MECHANICAL PLAN

18-M600 MECHANICAL SCHEDULES

ELECTRICAL

18-ED100 BASEMENT ELECTRICAL SYSTEMS DEMOLITION PLAN

18-ED101 FIRST FLOOR ELECTRICAL SYSTEM DEMOLITION PLAN

18-ED102 SECOND AND THIRD FLOOR ELECTRICAL DEMOLITION PLAN

18-E100 BASEMENT ELECTRICAL SYSTEMS PLAN

18-E101 FIRST FLOOR ELECTRICAL SYSTEMS PLAN

18-E102 SECOND AND THIRD FLOOR ELECTRICAL SYSTEMS PLAN

18-E400 ELECTRICAL SCHEDULES

CIVIL

00-C101 SITE PLAN

00-C102 SITE PLAN

00-C103 SITE PLAN

00-C501 CONSTRUCTION DETAILS

00-CD01 EXISTING CONDITIONS AND DEMOLITION PLAN

00-CD02 EXISTING CONDITIONS AND DEMOLITION PLAN

00-CD03 EXISTING CONDITIONS AND DEMOLITION PLAN

00-C001 GENERAL NOTES

00-C102 SITE PLAN

00-C103 SITE PLAN

00-C501 CONSTRUCTION DETAILS

00-CD02 EXISTING CONDITIONS AND DEMOLITION PLAN

00-CD03 EXISTING CONDITIONS AND DEMOLITION PLAN

00-C203 GRADING PLAN

00-CD02 EXISTING CONDITIONS AND DEMOLITION PLAN00-C501 CONSTRUCTION DETAILS

00-C202 GRADING 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.

John D. Baumhover

M SHEETS

25737

MECHANICAL ENGINEERCIVIL ENGINEER

Chris R. Bauer

19737

G & C SHEETS

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

M SHEETS

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.

Kevin J. Bruxvoort

E SHEETS

19927

ELECTRICAL ENGINEER

CERTIFICATIONS

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

A SHEETS

06716

3-14-2025

3-14-2025

3-14-2025

3-14-2025

DO NOT PARK

TRUCKS OR

EQUIPMENT OVER

TUNNELS.

DO NOT PARK

TRUCKS OR

EQUIPMENT OVER

TUNNELS.

DO NOT PARK

TRUCKS OR

EQUIPMENT OVER

TUNNELS.

DO NOT PARK

TRUCKS OR

EQUIPMENT OVER

TUNNELS.

18-POWER HOUSE

16-BIRCHES

10-ELMCREST

12- MED CENTER

11-FOOD SERVICE

15-DISPATCH

GARAGE

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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. 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.

19. STAGING LOCATIONS AND CONSTRUCTION ACCESS ROUTES FOR CONSTRUCTION EQUIPMENT AND MATERIALS SHALL

BE COORDINATED WITH AND APPROVED BY THE FACILITY AND CONSTRUCTION MANAGER.

20. 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.

21. ALL AREAS DISTURBED BY CONSTRUCTION NOT DESIGNATED AS PLANTED SHALL BE SEEDED PER SPECIFICATIONS. 6"

OF TOPSOIL SHALL BE PROVIDED PER SPECIFICATIONS.

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

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

PRIOR TO PROCEEDING WITH THE WORK.

24. 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. 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 WITH PRIOR APPROVAL FROM CONSTRUCTION MANAGER AND FACILITY. 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 CONSTRUCTION FENCE AROUND ALL AREAS OF ACTIVE CONSTRUCTION.

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

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

5. CONTRACTOR TO COORDINATE CONSTRUCTION ACCESS, STAGING AND PARKING AREAS WITH FACILITY AND

CONSTRUCTION MANAGER 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 STATE 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 CONSTRUCTION MANAGER, SHALL BE PROTECTED AND REPLACED AT NO COST TO THE STATE 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 STATE.

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.

6. THE CONTRACTOR SHALL COORDINATE ANY DISRUPTION OF EXISTING UTILITIES SERVING THE FACILITY W

7. ITH THE FACILITY AND CONSTRUCTION MANAGER.

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 SEEDING OR SODDING AREAS DISTURBED BY CONSTRUCTION. DISTURBED AREAS SHALL BE LEFT IN SMOOTH CONDITION READY FOR FINAL SEEDBED PREPARATION. 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.

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'S REPRESENTATIVE.

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

STORMWATER RUNOFF AND EROSION CONTROL.

14. 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. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR PROTECTION REQUIREMENTS AND SPECIFICATIONS. PROVIDE TEMPORARY SUPPORT OF EXISTING UTILITIES AS REQUIRED FOR CONSTRUCTION.

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

AND VERTICAL SEPARATION REQUIREMENTS.

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

5. WATER TO BE INSTALLED WITH A MINIMUM COVER OF 5.5 FEET DEEP OR LOWER TO ACCOMMODATE UTILITY

CROSSINGS.

6. 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.

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

WITH OSHA.

8. 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 STATE.

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 STATE.

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

SPECIFICATIONS

THE MOST RECENT EDITION OF THE IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) SHALL APPLY TO ALL

SITE WORK PERFORMED ON THIS PROJECT EXCEPT AS MODIFIED HEREIN.

A. CONCRETE PAVING

CONCRETE: MATERIALS AND MIXING FOR ALL CONCRETE WORK, UNLESS OTHERWISE SPECIFIED, SHALL CONFORM TO

IOWA DOT SPECIFICATIONS 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" or 8" MAXIMUM WITH SUPER PLASTICIZER

AIR CONTENT: 7.0% ± 1.0%

WATER/CEMENT RATIO: NOT TO EXCEED 0.53

FINISH: HEAVY BROOM FINISH

TESTING: ONE SET OF TEST CYLINDERS REQUIRED FOR EACH 100 CY, 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 REMOVED.

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 OWNER'S PREFERENCE TO AVOID COLD WEATHER CONCRETE

AND PROVIDE TEMPORARY GRANULAR SURFACING FOR SIDEWALK AND PAVING AS REQUIRED.

B. EXPANSION JOINT FILLER

CLOSED CELL POLYETHYLENE WITH STRIP-OFF CAP FOR SEALANT.

C. JOINT SEALANT

PAVING JOINTS SHALL BE SEALED PER IOWA DOT SPECIFICATIONS. BACKER ROD SHALL NOT BE USED FOR JOINT

SEALING.

D. PAVEMENT REINFORCING STEEL

PAVING REINFORCEMENT SHALL BE ASTM C615 GRADE 60 AND SHALL HAVE A PROTECTIVE EPOXY COATING APPLIED BY

ELECTROSTATIC SPRAY METHOD IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM A775.

E. PAVEMENT JOINTING

PROVIDE IDOT TYPE 'C' JOINTS FOR TRANSVERSE JOINTS. PROVIDE JOINTS AT A MAXIMUM SPACING OF 12 FEET FOR

PAVING OR SQUARE PANELS FOR SIDEWALKS.

PROVIDE IDOT TYPE 'L' JOINTS FOR LONGITUDINAL JOINTS.

PROVIDE IDOT TYPE 'RD' OR TYPE 'BT' JOINTS TO TIE INTO EXISTING PAVING.

PROVIDE IDOT TYPE 'DW' JOINTS FOR END OF DAY PAVING.

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.

CONTRACTOR TO PROVIDE OWNER'S REPRESENTATIVE WITH A POURING SEQUENCE AND JOINTING PLAN FOR APPROVAL

PRIOR TO PAVING.

F. TRENCH EXCAVATION AND BACKFILL

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

BACKFILL COMPACTION REQUIREMENTS:

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

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

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

DENSITY.

3. 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 MAY BE REQUIRED INCIDENTAL TO THE PIPE INSTALLATION.

G. TOPSOIL

STRIP, STOCKPILE AND RESPREAD EXISTING TOPSOIL IN ALL AREAS TO BE SEEDED. THE DEPTH OF TOPSOIL SHALL BE A MINIMUM OF 6" AFTER NATURAL SETTLEMENT AND SHALL CONFORM SMOOTHLY TO THE ADJACENT LINES, GRADES AND ELEVATIONS. PROVIDE ADDITIONAL TOPSOIL IF EXISTING TOPSOIL IS NOT PROPERLY HANDLED AND PROTECTED.

H. SITE RESTORATION

HYDRAULIC SEEDING: ALL DISTURBED AREAS ON THE SITE NOT TO BE PAVED OR LANDSCAPED SHALL RECEIVE HYDRAULIC SEEDING. HYDRAULIC SEEDING MATERIALS AND INSTALLATION SHALL MEET SUDAS SPECIFICATIONS.

CONTRACTOR IS RESPONSIBLE FOR PREPARING SEEDBED, APPLYING HYDRAULIC SEEDING AND FIRST AND SECOND

APPLICATIONS OF FERTILIZER.

SEED MIXTURE: SUDAS TYPE 1 SEED MIXTURE (PERMANENT LAWN MIXTURE) OR APPROVED EQUAL.

K. CHAINLINK FENCING AND GATES

PROVIDE FENCING MATERIAL AND INSTAL ACCORDING TO IOWA SUDAS REQUIREMENTS UNLESS OTHERWISE SPECIFIED

ON THE CONSTRUCTION DOCUMENTS.

PROVIDE SUBMITTALS FOR ALL GATE AND FENCE MATERIALS

L. GRANULAR SURFACING

MATERIALS AND INSTALLATION TO MEET IDOT SPECIFICATION 4120, CLASS A ROADSTONE OR APPROVED EQUAL

M. WEED BARRIER

PROVIDE A COMMERCIAL GRADE WEED BARRIER FABRIC THAT ALLOWS WATER, AIR AND NUTRIENTS TO PASS THROUGH

C O

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.4

SIDEWALK

SI

D

EW

AL

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SI

D

EW

AL

K

CONCRETE

CONCRETE

GAZEBO

(ON CONCRETE PAD)

CONCRETE

CONCRETE

SHED / OUTBUILDING

CONCRETECONCRETE

STAIRWELL

(BELOW GROUND)

54"

(DRONE LOCATE)

(DRONE LOCATE)

STAIRWELL

(BELOW GROUND)

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

(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

LINE DRAWN TO DIRECTION

NOT FIELD VERIFIED

LINE DRAWN TO DIRECTION

NOT FIELD VERIFIED

PROTECT EXISTING

BUILDING (TYP)

PROTECT EXISTING

TREE (TYP)

PROTECT EXISTING

SIDEWALK (TYP)

ELMCREST

WOODWARD ACADEMY -

BUILDING C

WOODWARD ACADEMY -

BUILDING D

CONTRACTOR TO POTHOLE TO A

MINIMUM OF 4' DEEP AT THE START OF

PROJECT TO CONFIRM NO

CONFLICTING UTILITIES EXIST. MINIMUM

POTHOLING LOCATION SHOWN.

APPROXIMATE

GRADING LIMITS (TYP)

PROTECT EXISTING

BUILDING (TYP)

REMOVE AND DISPOSE

OF PCC SIDEWALK TO

NEAREST JOINT (TYP)

INSTALL CONSTRUCTION FENCE

AT DRIPLINE OF TREE AND

AVOID CONSTRUCTION TRAFFIC

UNDER THE DRIPLINE (TYP)

.0

REMOVE AND DISPOSE

OF EXISTING TREE

PROTECT

EXISTING TREE

PROTECT EXISTING

SIDEWALK (TYP)

PROTECT EXISTING SANITARY

SEWER (TYP) APPROXIMATE

LOCATION SHOWN BASED ON

RECORD DOCUMENTS

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CHAINLINK

FENCE

CONCRETE

CONCRETE

CONCRETE

ACCESS VAULT

(STEEL)

ACCESS VAULT

(STEEL)

CONCRETE

CONCRETECONCRETE

INTAKE FANS

STAIRWELL

(BELOW GROUND)

LOADING RAMP

SHED / OUTBUILDING

CHILLER

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(D

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LO

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(D

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LO

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(DRONE LOCATE)

CONCRETE

STAIRWELL

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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)

PROTECT EXISTING PCC

STAIRS AND WALL (TYP)

PROTECT EXISTING

PCC PAVING (TYP)

REMOVE AND DISPOSE OF EXISTING

PCC PAVING. SAWCUT FULL DEPTH AND

REMOVE TO NEAREST JOINT (TYP)

WOODWARD ACADEMY -

BUILDING D

MEDICAL CENTER

CONTRACTOR TO POTHOLE TO A MINIMUM OF

4' DEEP AND FIND VERTICAL AND HORIZONTAL

LOCATIONS OF EXISTING FIBER OPTIC AND

ELECTRICAL LINES AT THE START OF PROJECT.

MINIMUM POTHOLING LOCATIONS SHOWN.

APPROXIMATE

GRADING LIMITS (TYP)

PROTECT EXISTING

ELECTRICAL EQUIPMENT

AND PCC PADS (TYP)

PROTECT EXISTING

BOLLARDS (TYP)

14.0'

16.0'

20.0'

PROTECT EXISTING

UNDERGROUND

UTILITIES (TYP)

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CONCRETE

CONCRETE

GAZEBO

(ON CONCRETE PAD)

CONCRETE

CONCRETE

SHED / OUTBUILDING

CONCRETECONCRETE

STAIRWELL

(BELOW GROUND)

54"

(DRONE LOCATE)

(DRONE LOCATE)

STAIRWELL

(BELOW GROUND)

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

(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

LINE DRAWN TO DIRECTION

NOT FIELD VERIFIED

LINE DRAWN TO DIRECTION

NOT FIELD VERIFIED

STRUCTURAL AND MECHANICAL

ELMCREST

WOODWARD ACADEMY -

BUILDING C

WOODWARD ACADEMY -

BUILDING D

PCC EQUIPMENT PAD - EQUIPMENT PAD AND CLEARANCE

DIMENSIONS SHOWN ARE APPROXIMATE AND SHOULD

BE ADJUSTED AS REQUIRED FOR CONTRACTOR

SELECTED EQUIPMENT AND MANUFACTURER

RECOMMENDED SIZE AND CLEARANCE REQUIREMENTS

6' CHAIN LINK

FENCE (TYP)

GRANULAR

SURFACING (TYP)

INSTALL 6' WIDE DOUBLE

SWING MAINTENANCE GATE

5" PCC

SIDEWALK (TYP)

SEED ALL DISTURBED

AREAS NOT TO BE

PAVED (TYP)

CHILLER, SEE

MECHANICAL PLANS

23.3'

9.3' 5.0'

5.0'

35.3'

19.3'

8.0'

4.0' 4.0'

6.0'10.0'

SEE MECHANICAL PLANS

FOR APPROXIMATE PIPE

ROUTING TO BUILDING

SUPPORTS REPRESENTATIVE OF APPROXIMATE REQUIRED

SUPPORTING DISTANCE REQUIREMENTS AND QUANTITY.

CONTRACTOR SHALL VERIFY SUPPORTING REQUIREMENTS WITH

FINAL REFRIGERANT PIPE SIZES AND SPEC SECTION 23 2300.

CONTRACTOR SHALL COORDINATE LOCATIONS OF SUPPORTS

WITH ALL UNDERGROUND UTILITIES AND VERIFY ALL EXISTING

CONDITIONS PRIOR TO EXCAVATION AND CONSTRUCTION.

0.

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CONCRETE

CONCRETE

CONCRETE

ACCESS VAULT

(STEEL)

ACCESS VAULT

(STEEL)

CONCRETE

CONCRETECONCRETE

INTAKE FANS

STAIRWELL

(BELOW GROUND)

LOADING RAMP

SHED / OUTBUILDING

CHILLER

BUILDING

(D

RO

NE

LO

CA

TE

(D

RO

NE

LO

CA

TE

(DRONE LOCATE)

CONCRETE

STAIRWELL

(BELOW GROUND)

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)

6" BOLLARD (TYP)

COORDINATE EXACT LOCATIONS WITH

CM TO AVOID EXISTING UTILITIES AND

MAINTAIN MAXIMUM SPACING OF 9'

6" PCC

PAVING (TYP)

WOODWARD ACADEMY -

BUILDING D

MEDICAL CENTER

SEE MECHANICAL PLANS

FOR APPROXIMATE PIPE

ROUTING TO BUILDING

6' CHAIN LINK

FENCE (TYP)

GRANULAR

SURFACING (TYP)

PCC EQUIPMENT PAD - EQUIPMENT PAD AND CLEARANCE

DIMENSIONS SHOWN ARE APPROXIMATE AND SHOULD

BE ADJUSTED AS REQUIRED FOR CONTRACTOR

SELECTED EQUIPMENT AND MANUFACTURER

RECOMMENDED SIZE AND CLEARANCE REQUIREMENTS

ADJUST FENCE DIMENSIONS

AND POST LOCATIONS AS

NECESSARY TO AVOID

EXISTING UTILITIES (TYP)

INSTALL 6' WIDE DOUBLE

SWING MAINTENANCE GATE

CHILLER, SEE

MECHANICAL PLANS

CHILLER, SEE

MECHANICAL PLANS

SEED ALL DISTURBED

AREAS NOT TO BE

PAVED (TYP)

INSTALL TYPE 'RD' JOINT

AT ALL CONNECTIONS TO

EXISTING PAVEMENT (TYP)

14.9'

8.0'

14.9'

8.0'

5.5'

30.1'

24.0' 4.1'

6.0'9.8'

6.0' 6.0'

6.0'

9.8'

SUPPORTS REPRESENTATIVE OF APPROXIMATE REQUIRED

SUPPORTING DISTANCE REQUIREMENTS AND QUANTITY.

CONTRACTOR SHALL VERIFY SUPPORTING REQUIREMENTS WITH

FINAL REFRIGERANT PIPE SIZES AND SPEC SECTION 23 2300.

CONTRACTOR SHALL COORDINATE LOCATIONS OF SUPPORTS

WITH ALL UNDERGROUND UTILITIES AND VERIFY ALL EXISTING

CONDITIONS PRIOR TO EXCAVATION AND CONSTRUCTION.

0.

8.

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EN

TR

AL

IZ

AT

IO

N P

H

AS

E

IO

W

A D

EP

AR

TM

EN

T O

F

AD

M

IN

IS

TR

AT

IV

E

SE

R

VI

C

ES

4T

H S

T.

W

O O

D W

AR

D

, I A

D

EW

AL

K

SI

D

EW

AL

K

CONCRETE

CONCRETE

GAZEBO

(ON CONCRETE PAD)

CONCRETE

CONCRETE

SHED / OUTBUILDING

CONCRETECONCRETE

STAIRWELL

(BELOW GROUND)

54"

(DRONE LOCATE)

(DRONE LOCATE)

STAIRWELL

(BELOW GROUND)

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

(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

LINE DRAWN TO DIRECTION

NOT FIELD VERIFIED

LINE DRAWN TO DIRECTION

NOT FIELD VERIFIED

STRUCTURAL AND MECHANICAL

ELMCREST

WOODWARD ACADEMY -

BUILDING C

WOODWARD ACADEMY -

BUILDING D

1061.48

FG

1062.00

TP

1062.00TP

1062.00

TP

1061.50FG

1061.50FG

.47

FG

1060.99 ME

1060.61 ME

1060.12 ME

.80

M E

.25 M

E

.01 M

E

1059.30 ME

1059.73 ME

1059.96 ME

1064.63 ME

1062.40 ME

1062.33

.53 M

E

.46

GRADING

LIMITS (TYP)

1061.84

1061.91

1061.76

1060.09

1060.01

.84

7.69%

3.36%

7.

8.80%

3.55%

5.

5.01%

1061.10

1061.30

1061.08

1061.30

.30

.25

.101060.90

59 1061

1062 1062

.2

1%

7.10%

25.15%

11.28%

601061

1062.30

.95

1061.65

FG

CONTRACTOR TO FIELD

VERIFY ELEVATION OF

EXISTING SIDEWALK PANEL

PRIOR TO CONSTRUCTION

1.50%1.

1.50%

4.70%

1060.96 ME

1062.00TP

0.

8.

S

H

IV

E- H

AT

TE

R Y.

C O

M

A B C D E F HG

A B C D E F HG

Pr in te d:

D R

AW

N

B Y

AP

PR

O

VE

D B

Y

IS

SU

ED

F

O R

IS

SU

E D

AT

E

FI

EL

D B

O O

K:

PR

O

JE

C

T N

U M

BE

R

P:

\P ro je ct s\

\2

0\ de liv er ab le s\

Dr aw in gs

\1 _C ivi l\C

G

RA

DI

NG

P

LA

N.

dw g 4/

/2

3:

:4

PM

00-C202

G R

AD

IN

G P

LA

N

BD

D

C R

B

C O

N

ST

R U

C

TI

O N

-0 3-

40 ---

.4

0) W

R C

D

EC

EN

TR

AL

IZ

AT

IO

N P

H

AS

E

IO

W

A D

EP

AR

TM

EN

T O

F

AD

M

IN

IS

TR

AT

IV

E

SE

R

VI

C

ES

4T

H S

T.

W

O O

D W

AR

D

, I A

CONCRETE

CONCRETE

CONCRETE

ACCESS VAULT

(STEEL)

ACCESS VAULT

(STEEL)

CONCRETE

CONCRETECONCRETE

INTAKE FANS

STAIRWELL

(BELOW GROUND)

LOADING RAMP

SHED / OUTBUILDING

CHILLER

BUILDING

(D

RO

NE

LO

CA

TE

(D

RO

NE

LO

CA

TE

(DRONE LOCATE)

CONCRETE

STAIRWELL

(BELOW GROUND)

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)

WOODWARD ACADEMY -

BUILDING D

MEDICAL CENTER

1058.39 ME

1057.28 ME

1057.98 ME

1058.48 ME

1059.03 ME

GRADING

LIMITS (TYP)

1058.60FG

1058.52FG

.6

FG 10

.5

FG 10

.11

FG 10

.95

FG

1057.95FG

1058.11

FG

.50

TP 10

.50

TP

1058.50TP

1058.50TP

1059.10TP

1059.10TP

.10

TP 10

.10

TP

MATCH EXISTING

GRADES (TYP)

3.

5.33%

5.05%

5.1 1%

1057.90 ME

1059.60 M

E

1058.78 ME

2.5 8%

4.36%

2.35%

1058.11

1058.44

1058.56

.72

1058.82

1058.26

FG

.60

FG

1058.82

FG

3.37%

.90

1058.66

0.

8.

S

H

IV

E- H

AT

TE

R Y.

C O

M

A B C D E F HG

A B C D E F HG

Pr in te d:

D R

AW

N

B Y

AP

PR

O

VE

D B

Y

IS

SU

ED

F

O R

IS

SU

E D

AT

E

FI

EL

D B

O O

K:

PR

O

JE

C

T N

U M

BE

R

\\s h.

sh ive

-h at te ry

.c om

\D

AT

A\ Pr oj ec ts \2

4\

\D el ive ra bl es \D ra wi ng s\

1_ Ci vil \C

G

RA

DI

NG

P

LA

N.

dw g 3/

/2

:2

6:

A M

00-C203

G R

AD

IN

G P

LA

N

BD

D

C R

B

C O

N

ST

R U

C

TI

O N

-0 3-

40 ---

.4

0) W

R C

D

EC

EN

TR

AL

IZ

AT

IO

N P

H

AS

E

IO

W

A D

EP

AR

TM

EN

T O

F

AD

M

IN

IS

TR

AT

IV

E

SE

R

VI

C

ES

4T

H S

T.

W

O O

D W

AR

D

, I A

NORTH

C O

N S

T R

U C

T

IO

N

W R

C D e c e n tr a liz a ti o n P h a s e

F ir e

A la rm P h a s e

.4

0.

8.

S

H

IV

E- H

AT

TE

R Y.

C O

M

A B C D E F HG

A B C D E F HG

Pr in te d:

D R

AW

N

B Y

AP

PR

O

VE

D B

Y

IS

SU

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F

O R

IS

SU

E D

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D B

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dw g 4/

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C O

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B

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40 ---

.4

0) W

R C

D

EC

EN

TR

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IZ

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AS

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W

A D

EP

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F

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4T

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T.

W

O O

D W

AR

D

, I A

6" 5"

EXISTING SUBGRADE OR

COMPACTED FILL (95%

STANDARD PROCTOR DENSITY)

SUBGRADE PREPARATION

(95% STANDARD PROCTOR DENSITY)

P.C.C.

SIDEWALK

6"

SUBGRADE PREPARATION

(95% STANDARD PROCTOR

DENSITY) (TWO 6" LIFTS)

EXISTING SUBGRADE OR

COMPACTED FILL (95%

STANDARD PROCTOR DENSITY)

P.C.C.

P.C.C. PAVING

F6 CROSS SECTIONS

6" BOLLARDF5

3' -6

9"9" 6"

24"

4' -0

PLAN VIEW

6" OD SCH 40 STEEL PIPE BOLLARD FILLED

SOLID WITH CONCRETE. PAINT YELLOW OR

PROVIDE SUBMITTAL FOR AN ALTERNATIVE

YELLOW PLASTIC SLEEVE COVER

SLOPE CONCRETE TOP

FOR POSITIVE WATER

RUNOFF

ISOLATION JOINT

IF ABUTTING PCC

PAVEMENT

24" DIA CONCRETE

BASE

ISOLATION JOINT

PCC PAVING OR

TOPSOIL

BACKFILL

(2) #4 AROUND

PERIMETER

1'-0" THICK CONCRETE

SLAB REINFORCED w/ #6

AT 8" E.W., BOTTOM.

3/4" CHAMFER

GRANULAR

SURFACING

8" CONCRETE WALL

REINF. w/ #4 AT 12" O.C. E.W.

B6 PCC EQUIPMENT PAD

PER PLAN

8"

3.

6'

3"

1 2"

F4 TYPICAL 6' CHAIN LINK FENCE

6" M

IN

" M

IN

12" CONCRETE FOOTING (TYP)

SLOPE TOP OF CONCRETE

FOOTINGS FOR POSITIVE DRAINAGE

RAIL END

2 3/4" OD SS 40 GALV STEEL

CORNER POST WITH CAP

2 1/4" OD SS 40

GALV STEEL

LINE POST

2 1/4" OD SS 40

GALV STEEL

LINE POST

9 GA HOT DIPPED

GALV 2" WIRE

NOTE: IF PREFERRED, CONTRACTOR MAY CHOOSE

TO EXTEND FOOTING DEPTH TO 48" AND LEAVE

POST FOOTING 8" BELOW FINISH GRADE TO ALLOW

PLACEMENT OF SOIL/PAVING ABOVE FOOTING. IF

PAVING IS PLACED OVER TOP OF FOOTING,

GRANULAR SUBBASE SHALL BE PLACED BETWEEN

TOP OF FOOTING AND BOTTOM OF PAVING.

EXPANSION MATERIAL AND JOINT SEALANT SHALL

ALSO BE PLACED BETWEEN POST AND PAVING.

3' ACCESS

GATE

PADLOCK LOCKING

CAPABILITY REQUIRED

POST CAP

(TYPICAL)

GATE POST FOOTING

4" OD CORNER POST &

GATE POST (TYP.)

6" GAP BETWEEN

FIN. GRADE AND

BTM. RAIL, TYP.

6' 3' 3'

GRANULAR SURFACING/FINISH GRADE

12"

12"

F3 6' WIDE DOUBLE SWING CHAIN LINK MAINTENANCE GATE

6' N

O M

IN

AL

VA

R

IE

S"

ELEVATE EQUIPMENT PAD 3-8"

ABOVE ADJACENT GRADES. SEE

GRADING PLAN (TYP)

4"

SUBGRADE PREPARATION

(95% STANDARD PROCTOR

DENSITY) (TWO 6" LIFTS)

GRANULAR

MATERIAL

GRANULAR

SURFACE

WEED BARRIER

BROOM FINISH

EQUIPMENT PADS (TYP)

'DW'

DAY'S WORK JOINT(Non-working)

Hole Diameter 18'' Larger than Dowel 18'' Long Dowel at 12'' Centers

'RD'

ABUTTING PAVEMENT JOINT

4''

Tie Bar Size

Dowel Diameter

B4 JOINTING DETAILS

HSS2x2x3/16 w/ PL1/2x6x0'-6" BASEPLATE w/ (4)-3/8"Ø HILTI

KB-TZ (STAINLESS STEEL)

w/ 3 1/2" EMBEDMENT

3/16

HSS2x2x3/16 w/ 1/4" END CAP PL

3/4" CHAMFER

(4)-#3 VERTICALS

w/ #3 HOOPS AT 12" O.C.

ALL PIPE BRIDGE STEEL SHALL

BE HOT DIP GALVANIZED

B3 PIPE BRIDGE DETAILS

1.0' Ø

2.

0'

SEE MECHANICAL PLANS

FOR PIPE BRIDGE WIDTH

CONTRACTOR TO VERIFY ALL

EXISTING CONDITIONS AND

UNDERGROUND UTILITIES PRIOR TO

EXCAVATION AND CONSTRUCTION

6" 1.

0'

NORTH ARROW

VIEW NUMBER

DRAWING SCALE

TRUE NORTH

NORTH

PLAN

SHEET NUMBER

BUILDING SECTION MARK

A1 A101

A000

A1

A1

A1

A1

A1 A101

A1 A101

A1 A101

INTERIOR ELEVATION MARK

VIEW NUMBER

SHEET NUMBER

A00 KEYNOTE VALUE

RFI

REVISION NUMBER

100'-0"

FIRST FLOOR

IDENTIFIED LEVEL NAME

ELEVATION MARK

SPOT ELEVATION MARK

100'-0"

ROOM NAME

101 ROOM NUMBER

VIEW NUMBER

SHEET NUMBER

WALL SECTION MARK

VIEW NUMBER

SHEET NUMBER

DETAIL SECTION MARK

VIEW NUMBER

SHEET NUMBER

ENLARGED DETAIL MARK

VIEW NUMBER

SHEET NUMBER

EXTERIOR ELEVATION MARK

VIEW NUMBER

0A1

VIEW NAME

1/8" = 1'-0" 12" Contributor 1 / Contributor 2 / Contributor 3

A00

REVISION TYPE

RFI

A1 A101

A1 A101

GENERAL SYMBOLS LEGEND

D E

F L E

C T

IO

N

S P

A C

E

/2

SEE WALLTYPE

BASE AS SCHEDULED

CEILING - SEE REFLECTED

CEILING PLAN

STRUCTURE

METAL STUD RUNNER - SEE

WALL TYPE SCHEDULE FOR

SIZES

METAL STUD - SEE WALL TYPE

SCHEDULE FOR SIZES

METAL DEFLECTION TRACK -

SEE WALL TYPE SCHEDULE

FOR SIZES

FIRE SEALANT AT RATED

WALLS. ACOUSTICAL SEALANT

AT SOUND RATED WALLS -

BOTH SIDES OF WALL

FIRE SEALANT AT RATED

WALLS. ACOUSTICAL SEALANT

AT SOUND RATED WALLS -

BOTH SIDES OF WALL

ACOUSTICAL BATT INSULATION

WHERE SCHEDULED

BASE

PLAN

CEILING

STRUCTURE

WALL SHEATHING PER SPECS

PER FINISH - BOTH SIDES

ACOUSTICAL BATT INSULATION

WHERE SCHEDULED BY WALL

TYPE

SYMBOLS

& AND

# NUMBER or POUND

A

A/E ARCHITECT / ENGINEER

ACP ACOUSTICAL CEILING PANEL

ADA AMERICANS WITH DISABILITIES ACT

ADD ADDENDUM

ADMIN ADMINISTRATION

AFF ABOVE FINISHED FLOOR

AHJ AUTHORITY HAVING JURISDICTION

AL or ALUM ALUMINUM

APPROX APPROXIMATE (LY)

ASSY ASSEMBLY

ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS

AUTO AUTOMATIC (DOOR OPERATOR)

AVG AVERAGE

B

B/O BOTTOM OF

BLDG BUILDING

C

CG CORNER GUARD

CFCI CONTRACTOR FURNISHED CONTRACTOR

INSTALLED

CFOI CONTRACTOR FURNISHED OWNER INSTALLED

CL CENTER LINE

CLR CLEAR (ANCE)

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

D

DBL DOUBLE

DEMO DEMOLITION/ DEMOLISH

DEPT DEPARTMENT

DN DOWN

DTL DETAIL

DWG DRAWING

DWGS DRAWINGS

E

EA EACH

EJ EXPANSION JOINT

ELEC ELECTRIC / ELECTRICAL

ELEV ELEVATION

ENGR ENGINEER

EP EPOXY PAINT

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

F

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FFE FINISH (ED) FLOOR ELEVATION

FT FOOT (FEET)

FTG FOOTING

G GA GAGE or GAUGE

GC GENERAL CONTRACTOR

GWB GYPSUM WALLBOARD

H

HDWD HARDWOOD

HDWR HARDWARE

HM HOLLOW METAL

HVAC HEATING, VENTILATION, AIR CONDITIONING

HW HOT WATER

I

IBC INTERNATIONAL BUILDING CODE

ICC INTERNATIONAL CODE COUNCIL

IN INCHES

INFO INFORMATION

J

JAN JANITOR

JC JANITOR'S CLOSET

L

LAV LAVATORY

LF LINEAR FOOT

M

MAINT MAINTENANCE

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFRG MANUFACTURING

MFR MANUFACTURER

MIN MINIMUM or MINUTE

MISC MISCELLANEOUS

N

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

O

OC ON CENTER

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OFOI OWNER FURNISHED OWNER INSTALLED

OHD OVERHEAD DOOR

P

P PAINT

PLWD PLYWOOD

PR PAIR

PREFAB PREFABRICATED

PREFIN PREFINISHED

PREP PREPARE (ATION)

R R RAD or RADIUS

RCP REFLECTED CEILING PLAN

RM ROOM

RO ROUGH OPENING

S

SCHED SCHEDULE

SECT SECTION

SF SQUARE FOOT

SIM SIMILAR

SH SHIVE-HATTERY

SOG SLAB ON GRADE

SPEC(S) SPECIFICATION(S)

STC SOUND TRANSMITTANCE CLASS

STD STANDARD

STL STEEL

STRUC STRUCTURE (AL)

SYM SYMMETRICAL

T

TEMP TEMPORARY

THRU THROUGH

TYP TYPICAL

U

UL UNDERWRITERS LABORATORIES

UNO UNLESS NOTED OTHERWISE

V

VERT VERTICAL

VIF VERIFY IN FIELD

W

W WIDTH

W/ WITH

W/O WITHOUT

WC WATER CLOSET or WALL COVERING

ABBREVIATIONS

1. COLOR HAS BEEN USED ON THESE DRAWINGS TO ENHANCE

UNDERSTANDING. PRINTING IN COLOR IS RECOMMENDED TO

ENSURE CLARITY.

2. ANY DAMAGE CAUSED BY CONSTRUCTION TO AREAS INSIDE

OR OUTSIDE OF THE PROJECT AREA SHALL BE REPAIRED TO

THE STATUS PRIOR TO CONSTRUCTION AT NO COST TO

OWNER.

3. THE GENERAL CONTRACTOR SHALL BE ULTIMATELY

RESPONSIBLE FOR ALL CUTTING, SUPPORTING, AND

PATCHING IF NOT COVERED BY A SPECIFIC TRADE.

4. EACH TRADE SHALL PROVIDE TESTED FIRESTOPPING

ASSEMBLIES FOR PENETRATIONS OF THEIR WORK THROUGH

FIRE-RATED WALLS AND FLOOR/CEILING

ASSEMBLIES. FIRESTOPPING ASSEMBLIES ARE TO BE OF

DESIGNS THAT PROVIDE THE SCHEDULED FIRE RATINGS

WHEN TESTED IN ACCORDANCE WITH ASTM E119, ASTM E814,

OR UL 1479, AND ARE TO BE INSTALLED BY INDIVIDUALS

TRAINED AND EXPERIENCED WITH INSTALLATION OF SUCH

ASSEMBLIES. PROVIDE SUBMITTALS TO LOCAL AUTHORITIES

AS REQUESTED

5. IF COMPLIANCE WITH TWO OR MORE STANDARDS IS

SPECIFIED AND THE STANDARDS ESTABLISH DIFFERENT OR

CONFLICTING REQUIREMENTS FOR MINIMUM QUANTITIES OR

QUALITY LEVELS, COMPLY WITH THE MOST STRINGENT

REQUIREMENT. REFER UNCERTAINTIES AND REQUIREMENTS

THAT ARE DIFFERENT, BUT APPARENTLY EQUAL, TO

ARCHITECT FOR A DECISION BEFORE PROCEEDING.

6. ABATEMENT WORK WILL BE UNDER SEPARATE CONTRACT.

OBTAIN AND MAINTAIN ON SITE A COMPLETE SET OF

ABATEMENT DOCUMENTS, INCLUDING ADDENDA AND

CHANGES AFTER START OF CONSTRUCTION, FOR REFERENCE

AND COORDINATION BY ALL TRADES. COORDINATE ALL

DEMOLITION AND CONSTRUCTION WORK WITH THE

ABATEMENT CONTRACTOR.

7. THE INDICATION OF TYPE AND LOCATION OF EXISTING

CONDITIONS AND MATERIALS IN THE DRAWINGS IS NOT

INTENDED AS EXACT DOCUMENTATION OF IN-PLACE

CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR

VERIFYING EXISTING CONDITIONS BEFORE SUBMISSION OF

BIDS. EXISTING CONDITIONS VARYING FROM THOSE SHOWN IN

THE DRAWINGS WILL NOT BE JUSTIFICATION FOR ADDITIONAL

ALLOWANCE TO THE CONTRACTOR. NOTIFY THE ARCHITECT

IMMEDIATELY IF ANY CONDITIONS CONFLICT WITH THE

DRAWINGS.

8. PROTECT ALL BUILDING SYSTEMS, NEW AND EXISTING. COVER

SUPPLY, RETURN, AND EXHAUST AIR GRILLES, AND PROTECT

OTHER SENSITIVE EQUIPMENT FROM ALL ACTIVITIES RELATED

TO THIS CONTRACT. REMOVE PROTECTION AT END OF

CONSTRUCTION.

9. ALL DISSIMILAR METALS SHALL BE ISOLATED FROM EACH

OTHER EVEN IF NOT SPECIFICALLY IDENTIFIED IN THE

CONTRACT DOCUMENTS.

10. ALL CODE-REQUIRED LABELS SUCH AS "UL", “FACTORY

MUTUAL”, OR ANY EQUIPMENT IDENTIFICATION,

PERFORMANCE RATING, NAME, OR NOMENCLATURE PLATES

SHALL REMAIN READABLE AND NOT PAINTED OR COVERED BY

OTHER CONSTRUCTION.

11. STRUCTURAL INFORMATION ON ARCHITECTURAL DRAWINGS

IS FOR REFERENCE ONLY.

12. ARCHITECTURAL DIMENSIONS AND DESIGN INTENT ARE

INDICATED ON ARCHITECTURAL DRAWINGS. IF THE

INSTALLATION OF EQUIPMENT FROM OTHER TRADES

INTERFERES WITH COMPLIANCE OF THE DESIGN INTENT,

NOTIFY THE ARCHITECT BEFORE PROCEEDING.

13. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN LOCATION

OF BUILDING ELEMENTS. IF DIMENSIONS ARE NOT AVAILABLE,

CONTACT THE ARCHITECT.

14. WHEN DIMENSIONS ON SMALL SCALE DRAWINGS CONFLICT

WITH THOSE ON LARGE SCALE DRAWINGS, THE LARGE SCALE

DRAWINGS GOVERN.

PROJECT GENERAL INFORMATION

BASE

CEILING

STRUCTURE

PLAN

BASE AS SCHEDULED

METAL J-TRACK - SEE WALL TYPE FOR SIZE

TESTED FIRESTOP SYSTEM MATCHING FIRE RATING

OF THE ASSEMBLY

METAL C-H STUD - SEE WALL TYPE SCHEDULE FOR

SIZES

CEILING - SEE REFLECTED CEILING PLAN

STRUCTURAL DECK OR BEAM

METAL J-TRACK - SEE WALL TYPE FOR SIZE

TESTED FIRESTOP SYSTEM MATCHING FIRE RATING

OF THE ASSEMBLY

5/8" GYPSUM WALLBOARD

1" SHAFT LINER

5/8" GYPSUM WALLBOARD

1" SHAFT LINER

GYPSUM BOARD

CONTINUES THROUGH

STUD SPACE OF LOWER

PRIORITY

HIGHER PRIORITY

PARTITION

LOWER PRIORITY

PARTITION

PARTITION FIRE RATING

3-HOUR

2-HOUR

1-HOUR

SMOKE PARTITION

NON-RATED PARTITION

PRIORITY

HINGE APPROACH, PULL SIDE

FRONT APPROACH, PULL SIDE FRONT APPROACH, PUSH SIDE

M

IN

M

IN

Y

M

IN

Y

M

IN

X

12" MIN

HINGE APPROACH, PULL SIDE HINGE APPROACH, PUSH SIDE

NOTE Y= 48" MINIMUM IF DOOR

HAS BOTH CLOSER AND LATCH

NOTE X = 12" MINIMUM IF DOOR

HAS BOTH CLOSER AND LATCH

LATCH APPROACH, PULL SIDE LATCH APPROACH, PUSH SIDE

Y

M

IN

NOTE Y= 54" MINIMUM IF

DOOR HAS A CLOSER

NOTE Y= 48" MINIMUM IF

DOOR HAS A CLOSER

X

36" MIN

X

42" MIN Y

M

IN

22" MIN

24" MIN

Y

M

IN

24" MIN18" MIN 5

M

IN

Existing buildings

New buildings

@ DOORS OVER 3'-0" WIDE

3 5/8" METAL STUD RUNNER

CHANNEL

5/8" GYPSUM WALLBOARD

SEALANT; AROUND ENTIRE

FRAME PERIMETR, BOTH

SIDES PRIOR TO PAINTING

HOLLOW METAL DOOR FRAME

DOOR, SEE DOOR SCHEDULE

BOX HEADER

T Y

P E

S E

E F

R A

M E

EACH SIDE

1/2"

5/8" GYPSUM WALLBOARD

SEALANT; AROUND ENTIRE

FRAME PERIMETR, BOTH

SIDES PRIOR TO PAINTING

HOLLOW METAL DOOR FRAME

DOOR, SEE DOOR SCHEDULE

T Y

P E

S E

E F

R A

M E

METAL STUD, SEE WALL TYPE;

DOUBLE STUDS AT JAMB

METAL STUD ANCHOR

TO WALL AT HINGE SIDE TYP,

UNO

WALL OR OBSTRUCTION

WHERE OCCURS

* 18" MIN TO WALL AT LATCH

SIDE, FOR DOORS LESS THAN

42" WIDE, FOR FRONT

APPROACH ADA CLEARANCE

EACH SIDE

1/2"

CODE SUMMARY

Applicable Codes

2015 International Existing Building Code as adopted by Iowa Administrative Rule 661-301 and 661-350 2015 International Building Code as adopted by Iowa Administrative Rule 661-201 and 661-301 2015 International Fire Code as adopted by Iowa Administrative Rule 661-201 2012 International Energy Conservation Code as adopted by Iowa Administrative Rule 661-303 2012 NFPA 101 Life Safety Code as adopted by Iowa Administrative Rule 661-205 2010 Americans with Disabilities Act as adopted by Iowa Administrative Rule 661-302 Smoke Alarms/Detectors as adopted by Iowa Administrative Rule 661-210 (effective July 1, 2021) Carbon Monoxide Alarms as adopted by Iowa Administrative Rule 661-211 State Mechanical Code as adopted by the Department of Public Health Iowa Administrative Rule 641-61 State Plumbing Code as adopted by the Department of Public Health Iowa Administrative Rule 641-25 State Electrical Code as adopted by the State Electrical Licensing Board Iowa Administrative Rule 661-504

Birches Occupancy: F-1 (IBC as referenced from IEBC 302.5); use and occupancy will remain unchanged.

Per 504.1 of IEBC, project will be Level 2 alteration due to addition of Boiler room; work area is under 50%.

Birches is not sprinklered, so the new boiler room will be required to be fire rated per IBC Incidental Uses Table 509.

Elmcrest Occupancy: B (IBC); Business (LSC)

Per previous reviews: According to CMS licensing, Elmcrest falls under ICF/MR. Although LSC Chapter 19 – Existing Health Care Occupancies includes Intermediate Care Facilities (ICF), section

19.1.1.1.9 states that “Facilities that do not provide housing on a 24-hour basis for their occupants shall be classified as other occupancies and shall be covered by other chapters of this Code.” It is our understanding that Elmcrest does not provide sleeping accommodations for occupants, and therefore, it would be classified as an Existing Business Occupancy (Chapter 39 of LSC).

Per LSC 39.3.2.1 for existing Business occupancies: “Hazardous areas, including boiler or furnace rooms, shall be protected in accordance with Section 8.7.”

LSC 8.7.1.1 “Protection…