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SEE SEAL SHT C0.1

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AERIAL STAGING MAP

SITE AND STAGING NOTES:

NORTH

COURT YARD UTILITY MAP

NORTH

UTILITY MAP AT LOFTUS

CHECK VALVE

BALL VALVE

SUMP PUMP (x2)

BASIN

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GENERAL MECHANICAL NOTES

1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL APPLICABLE LOCAL, STATE, AND

NATIONAL CODES, AS WELL AS LOCAL UTILITY REQUIREMENTS. PROVIDE ALL REQUIRED

ACCESSORIES AND EQUIPMENT FOR A COMPLETE OPERATIONAL SYSTEM AND MAINTAIN WARRANTY

REQUIREMENTS. VERIFY ALL EQUIPMENT PROVIDED IS SUITABLE FOR INTENDED USE.

2. WORK NOT SPECIFICALLY SHOWN IN DETAIL, REFERENCED, OR OTHERWISE IMPLIED, SHALL BE PROVIDED IN ACCORDANCE WITH TRADE OR INDUSTRY BEST STANDARD PRACTICES TO PROVIDE A

COMPLETE OPERATIONAL SYSTEM.

3. ALL MATERIALS SHALL BE NEW AND SHALL BE OF THE TYPE AND SHALL MEET THE CAPACITIES OF

EQUIPMENT SPECIFIED ON THE DRAWINGS.

4. ALL EQUIPMENT LISTED UNDER THESE SPECIFICATIONS SHALL BE LIMITED TO PRODUCTS

REGULARLY PRODUCED AND RECOMMENDED FOR SERVICE IN ACCORDANCE WITH ENGINEERING

DATA, RATINGS, OR OTHER COMPREHENSIVE LITERATURE MADE AVAILABLE TO THE PUBLIC AND IN

EFFECT AT THE TIME OF OPENING BIDS.

5. EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S

INSTRUCTIONS AND CODE REQUIREMENTS FOR TYPE AND CAPACITY OF EACH PIECE OF EQUIPMENT

USED.

6. ALL CUTTING AND PATCHING REQUIRED FOR MECHANICAL WORK SHALL BE PERFORMED BY THE

MECHANICAL CONTRACTOR UNLESS NOTED OTHERWISE. ALL FINISHED SURFACES THAT ARE CUT

SHALL BE REPLACED IN KIND SO THERE IS NO VISIBLE EVIDENCE OF CUTTING AND/OR PATCHING.

7. INSTALL HANGERS AND SUPPORTS AS REQUIRED TO ADEQUATELY AND SECURELY SUPPORT

MECHANICAL SYSTEM COMPONENTS IN A NEAT AND WORKMANLIKE MANNER. DO NOT FASTEN

SUPPORTS TO PIPES, DUCTS, MECHANICAL EQUIPMENT, OR CONDUIT.

8. ALL ROOF PENETRATIONS SHALL BE SEALED BY ROOFING CONTRACTOR. COORDINATE

PENETRATIONS WITH ALL TRADES.

9. ALL EXPOSED DUCTWORK AND ACCESSORIES IN FINISHED AREAS SHALL BE MILL FINISH UNLESS

OTHERWISE NOTED. REFER TO ARCHITECTURAL FOR DETAILS.

10. COORDINATE DUCTWORK ROUTING AND EQUIPMENT WITH BUILDING STRUCTURE AND ALL OTHER

TRADES.

11. DUCTWORK DIMENSIONS ARE INTERNAL FREE AREA DIMENSIONS. LINED DUCTWORK SIZE SHALL BE INCREASED TO MAINTAIN REQUIRED FREE AREA. MAXIMUM HEIGHT OF DUCTWORK AND INSULATION

SHALL BE LESS THAN 16".

12. DUCTWORK SUPPORTS SHALL BE SECURED TO STRUCTURE AT 5'-0" ON CENTER.

13. FLEXIBLE DUCTWORK SHALL ONLY BE ALLOWED WITHIN 5'-0" OF AIR TERMINAL. FLEXIBLE DUCTWORK SHALL BE PROPERLY SUPPORTED IF TURNING AN ANGLE GREATER THAN 30-DEGREES.

14. PROVIDE VIBRATION ISOLATORS FOR MOTORIZED EQUIPMENT HUNG FROM STRUCTURE. HANG

EQUIPMENT IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE AND ALL OTHER

REQUIREMENTS.

15. PROVIDE FLEXIBLE DUCT CONNECTIONS IMMEDIATELY UPSTREAM AND DOWNSTREAM OF ALL

MOTORIZED EQUIPMENT.

16. PROVIDE BALANCING DAMPERS ON ALL DUCT BRANCHES AS REQUIRED TO BALANCE SYSTEM.

DAMPERS INCLUDED WITH DIFFUSERS AND GRILLES DO NOT CONSTITUTE AS BALANCING DAMPERS.

17. ALL EXPOSED MATERIALS SHALL BE PLENUM RATED.

18. NO LOADS SHALL BE PERMITTED TO BE HUNG FROM ROOF DECKING. ALL HANGERS SHALL BE HUNG

DIRECTLY FROM STRUCTURE.

19. OUTSIDE AIR INTAKES SHALL BE LOCATED A MINIMUM OF TEN (10) FEET HORIZONTALLY OR THREE (3)

FEET VERTICALLY BELOW ANY EXHAUST OUTLET OR PLUMBING VENT AS REQUIRED BY THE

INTERNATIONAL MECHANICAL CODE AND ALL OTHER REQUIREMENTS.

20. PROVIDE THIRD PARTY TESTING AND BALANCING OF MECHANICAL SYSTEM. REPORT RESULTS TO

OWNER.

21. PROVIDE AS-BUILT DRAWINGS FOR MECHANICAL SYSTEMS WITHIN 30 DAYS OF FINAL COMPLETION.

22. PROVIDE O&M MANUALS FOR ALL SYSTEMS AND EQUIPMENT TO OWNER WITHIN 30 DAYS OF FINAL

COMPLETION.

23. COORDINATE LOCATIONS OF CEILING FIXTURES AND DEVICES WITH ALL TRADES. ALIGN CENTERLINE

OF FIXTURES AND DEVICES WHEREVER POSSIBLE.

GENERAL ELECTRICAL NOTES

1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL APPLICABLE LOCAL, STATE, AND NATIONAL CODES, AS WELL AS

LOCAL UTILITY REQUIREMENTS. PROVIDE ALL REQUIRED ACCESSORIES AND EQUIPMENT FOR A COMPLETE OPERATIONAL SYSTEM AND MAINTAIN WARRANTY REQUIREMENTS. VERIFY ALL EQUIPMENT PROVIDED IS SUITABLE FOR INTENDED USE. INSTALL ALL

EQUIPMENT IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

2. WORK NOT SPECIFICALLY SHOWN IN DETAIL, REFERENCED, OR OTHERWISE IMPLIED, SHALL BE PROVIDED IN ACCORDANCE WITH TRADE OR INDUSTRY BEST STANDARD PRACTICES TO PROVIDE A COMPLETE OPERATIONAL SYSTEM.

3. CIRCUIT ROUTING INDICATED IS DIAGRAMMATIC. WHEN CIRCUIT DESTINATION IS INDICATED AND ROUTING IS NOT SHOWN, DETERMINE EXACT ROUTING REQUIRED.

4. COORDINATE EXACT WIRING REQUIREMENTS WITH MANUFACTURER'S REQUIREMENTS FOR EACH FIXTURE AND PIECE OF

EQUIPMENT.

5. INSTALL DISCONNECT SWITCHES, CONTROLLERS, CONTROL STATIONS, AND CONTROL DEVICES TO COMPLETE EQUIPMENT WIRING

REQUIREMENTS.

6. JUNCTION BOXES SHALL NOT BE LOCATED IN NON-ACCESSIBLE LOCATIONS.

7. USE FAR-SIDE SUPPORT TO SECURE FLUSH-MOUNTED BOXES SUPPORTED FROM SINGLE STUD IN HOLLOW STUD WALLS. REPAIR

OR REPLACE SUPPORTS FOR BOXES THAT PERMIT EXCESSIVE MOVEMENT.

8. NO LOADS SHALL BE PERMITTED TO BE HUNG FROM ROOF DECKING. ALL HANGERS SHALL BE HUNG DIRECTLY FROM STRUCTURE OR SUPPLEMENTARY MEMBERS ACCEPTABLE TO THE STRUCTURAL ENGINEER AND ONLY WITH PRIOR APPROVAL.

9. REFER TO PANEL SCHEDULES FOR CIRCUITING OF DEVICES SHOWN ON FLOOR PLANS.

10. PROVIDE TYPE-WRITTEN PANEL DIRECTORY ON ELECTRICAL PANELS. HANDWRITTEN TEXT IS NOT ACCEPTABLE.

11. LABEL CIRCUITS WITH TYPE-WRITTEN LABELS AT ALL EQUIPMENT AND RECEPTACLE LOCATIONS. LABELS IN COMMON AREAS AND

OFFICES SHALL BE ON THE BACKSIDE OF COVER PLATES.

12. ALL POWER DEVICES IN WITHIN 6'-0" OF ANY SINK SHALL BE GFCI-PROTECTED PER NEC 210.8(B). REFER TO DRAWINGS FOR MORE

INFORMATION.

13. COORDINATE COLOR OF RECEPTACLES AND COVER PLATES TO MATCH THE COLOR SCHEME PER ARCHITECTURAL DRAWINGS.

14. WALL CONVENIENCE RECEPTACLES SHALL BE INSTALLED AT 18" AFF TO CENTER OF BOX UNLESS OTHERWISE NOTED.

15. WALL SWITCHES SHALL BE INSTALLED AT 42" AFF TO CENTER OF BOX UNLESS OTHERWISE NOTED.

16. EMERGENCY LIGHTS AND EXIT SIGNS SHALL BE CONNECTED TO UNSWITCHED LEG OF CIRCUIT SERVING ADJACENT LIGHTING

WITHIN THE AREA.

17. COORDINATE LOCATIONS OF CEILING FIXTURES AND DEVICES WITH ALL TRADES. ALIGN CENTERLINE OF FIXTURES AND DEVICES

WHEREVER POSSIBLE.

18. ALL EXPOSED CABLING SHALL BE PLENUM RATED.

19. PROVIDE AS-BUILT DRAWINGS FOR ELECTRICAL SYSTEMS WITHIN 30 DAYS OF FINAL COMPLETION.

20. PROVIDE O&M MANUALS FOR ALL SYSTEMS AND EQUIPMENT TO OWNER WITHIN 30 DAYS OF FINAL COMPLETION.

20A DUPLEX POWER RECEPTACLE

ELECTRICAL LEGEND

GFI

EQUIPMENT POWER CONNECTION

EQUIPMENT DISCONNECT SWITCH

SINGLE POLE SWITCH

S

WP

CTR 20A DUPLEX POWER RECEPTACLE

(COUNTER HEIGHT)

20A DUPLEX POWER RECEPTACLE

20A DUPLEX GFI POWER RECEPTACLE

THREE WAY SWITCH

S3

EXHAUST FAN/LIGHT CONNECTIONL

F

CEILING FAN

240V POWER RECEPTACLE

PHOTOCELLPC

W/ WEATHERPROOF HINGED COVER

FAN SWITCH

SF

EQUIPMENT CONNECTION & DISCONNECT

CTR 20A DUPLEX GFI POWER RECEPTACLE

(COUNTER HEIGHT)

20A COMBINATION DUPLEX POWER

AND USB RECEPTACLE (COUNTER HEIGHT)

GFI

USB

OCCUPANCY SENSOR - CEILING MOUNTEDOS

OCCUPANCY SENSOR - WALL MOUNTEDOS

SUMP PUMP DETAIL

NOT TO SCALEA

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MED1.1

1/8" = 1'-0"

LOFTUS BUILDING WATERPROOFING REPAIRS BASEMENT MECH/ELEC PLAN1N LOFTUS BUILDING KEY PLAN, NTS

KEYED NOTES

DEMO EXISTING PIPE PENETRATION THROUGH CEILING/LID.

REFER TO SHEET ME1.1 PLANS FOR RECONNECTION. REFER TO

ARCHITECTURAL SHEET 1.1 FOR PATCHING REQUIREMENTS.

DEMO EXISTING ELECTRIC METER, CONDUIT, AND

CONDUCTORS PREVIOUSLY SERVING SHELTER HOUSE TO END

OF EXCAVATION AREA. CONDUIT AND CONDUCTORS PAST

EXCAVATION AREA MAY BE ABANDONED IN PLACE. PROVIDE

MAPPING OF EXISTING ABANDONED CONDUIT ROUTING ON

ELECTRONIC SITE PLAN TO OWNER PRIOR TO SUBSTANTIAL

COMPLETION. OWNER RETAINS SALVAGE RIGHTS FOR ALL

DEMO'D EQUIPMENT, CONDUIT, AND CONDUCTORS.

DEMO EXISTING CEILING EXHAUST FAN, WIRING, CONTROLS,

AND GOOSENECK HOOD. OWNER RETAINS SALVAGE RIGHTS

FOR ALL DEMO'D EQUIPMENT, CONDUIT, AND CONDUCTORS.

DEMO EXISTING LIGHT FIXTURES. CIRCUITING AND CONTROLS

TO REMAIN FOR CONNECTION TO NEW LIGHT FIXTURES.

REFER TO SHEET ME1.1. OWNER RETAINS SALVAGE RIGHTS

FOR ALL DEMO'D EQUIPMENT, CONDUIT, AND CONDUCTORS.

DEMO EXISTING CONDUITS FROM MDP BACK TO

TRANSFORMER. BUILDING POWER SHALL BE MAINTAINED

UNTIL NEW CONDUIT AND CONDUCTORS ARE READY FOR

CONNECTION. OWNER RETAINS SALVAGE RIGHTS FOR ALL

DEMO'D EQUIPMENT, CONDUIT, AND CONDUCTORS.

DEMO ABANDONED CONDUIT AND PATCH PENETRATION.

REFER TO SHEET A1.1 FOR PATCHING REQUIREMENTS.

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ME1.1

1/8" = 1'-0"

LOFTUS BUILDING WATERPROOFING REPAIRS BASEMENT MECH/ELEC PLAN1N LOFTUS BUILDING KEY PLAN, NTS

KEYED NOTES

CONNECT SUMP DRAIN PIPING TO EXISTING STORM AREA

DRAIN. ROUTE PIPING INSIDE NEW TRENCH.

CONNECT NEW LIGHT FIXTURE TO EXISTING CIRCUITING AND

CONTROLS.

PROVIDE LINK SEAL SLEEVE SYSTEM AROUND (4) NEW

CONDUITS PENETRATING CONCRETE BASEMENT WALL.

DEPTH OF CONDUITS IS APPROXIMATELY 3'-0" BELOW GRADE.

RECONNECT TO EXISTING DISCHARGE PIPING BELOW GRADE.

REFER TO SHEET C3.1 FOR CONTINUATION.

INSTALL 12"x4" ALUMINUM CABLE TRAY TO SUPPORT EXISTING

SERVICE CONDUCTORS. SECURE CABLE TRAY TO CONCRETE

BASEMENT WALL.

ROUTE 2" DRAIN FROM VAULT FLOOR DRAIN TO SUMP BASIN.

ROUTE POWER FROM BASEMENT ELECTRICAL ROOM.

CONDUIT SHALL BE ROUTED AS HIGH AS POSSIBLE. FIELD

VERIFY EXACT ROUTING.

PROVIDE LINK SEAL SLEEVE FOR NEW 2" PIPE PENETRATION.

ROUTE PIPING ABOVE CEILING.

REROUTE ROOF DRAIN PIPE LEADER BELOW FLOOR AND PIPE

THROUGH EXTERIOR TUNNEL WALL BELOW GRADE. REFER TO

ARCHITECTURAL SHEET A1.3.

ROUTE (4) NEW SETS OF (3) #500 ALUMINUM CONDUCTORS IN

3" CONDUIT FROM MDP TO TRANSFORMER (APPROXIMATELY

120 LINEAL FEET). REFER TO SHEET C3.1 FOR TRANSFORMER

LOCATION. EXISTING SERVICE SHALL BE MAINTAINED UNTIL

NEW CONDUITS AND CONDUCTORS ARE ROUGHED IN TO

MINIMIZE DOWNTIME. COORDINATE SERVICE OUTAGE WITH

OWNER A MINIMUM OF 2 WEEKS PRIOR TO OUTAGE.

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MALLOY BUILDING PARTIAL BASEMENT MECH/ELEC PLAN1

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IOWA VETERAN'S HOME

SITE PLAN

IOWA

ONE CALL

1-800-292-8989 www.iowaonecall.com

Know what's below.

Call before you dig.

PROPERTY DESCRIPTION:

SW NE LYING S OF RIVER & NW SE & SE NW & NE SW & LOTS 1 &

2 SW NW & LOTS 1, 1/2, 2/2 & 3/2 NW SW

ADDRESS:

IOWA VETERANS HOME

1301 SUMMIT ST

MARSHALLTOWN, IA 50158

CLIENT REPRESENTATIVE: DAVID HAINES, FACILITIES DIRECTOR

641-750-6022

OWNER:

STATE OF IOWA, DEPARTMENT OF ADMINISTRATIVE SERVICES

109 SE 13TH STREET

DES MOINES, IOWA 50319

DAS REPRESENTATIVE: BRAD TONYAN

515-360-7718

ZONING:

PUBLIC AND INSTITUTIONAL (PI)

FOR AN OFFICIAL ZONING REPORT PLEASE EMAIL

BLDGINSP@MARSHALLTOWN-IA.GOV

VICINITY MAP

SCALE: 1" = 1,000'

COPYRIGHT 2026 BISHOP ENGINEERING. THIS DOCUMENT AND THE INFORMATION CONTAINED MAY NOT BE REPRODUCED OR EXCERPTED WITHOUT THE EXPRESS WRITTEN PERMISSION OF BISHOP ENGINEERING.

UNAUTHORIZED COPYING OR DISCLOSURE OF CONSTRUCTION USE ARE PROHIBITED BY COPYRIGHT LAW.

SHEET INDEX:

C0.1 COVER SHEET

C1.1 SITE SURVEY/DEMO PLAN

C2.1 LAYOUT/LANDSCAPE PLAN

C3.1 GRADING/UTILITY PLAN

UTILITY CONFLICT NOTES:

1. UTILITY CONFLICTS MAY EXIST ACROSS THE SITE WITH NEW UTILITIES, GRADING, PAVING ETC.

MOST UTILITY CONFLICTS HAVE BEEN CALLED OUT FOR CONTRACTOR CONVENIENCE.

2. CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONFLICTS THAT ARE EITHER CALLED OUT ON

THE PLANS OR THAT CAN BE SEEN ON THE PLANS BETWEEN AN EXISTING UTILITY AND

PROPOSED CONSTRUCTION

WETLAND NOTES:

1. BISHOP ENGINEERING DOES NOT PERFORM WETLAND STUDIES OR WETLAND MITIGATION. IT IS

THE OWNER'S RESPONSIBILITY TO DETERMINE IF ANY WETLANDS ARE LOCATED ON THE

PROJECT SITE AND PERFORM ANY NECESSARY MITIGATION PRIOR TO THE COMMENCEMENT OF

CONSTRUCTION ACTIVITIES.

SURVEY NOTES:

1. SURVEY WORK WAS COMPLETED BY BISHOP ENGINEERING ON 01-21-26. SEE SITE SURVEY

PROVIDED AS PART OF THIS SET OF PLANS FOR EXISTING SITE CONDITIONS AND BOUNDARY

INFORMATION.

GENERAL NOTES:

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH SUDAS STANDARD SPECIFICATIONS AND ANY AND ALL STATE BUILDING CODE REQUIREMENTS.

2. IN EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED PLANS SHALL GOVERN.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES. ANY DAMAGE TO SAID UTILITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.

4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT O.S.H.A. CODES AND STANDARDS. NOTHING INDICATED ON THESE PLANS SHALL RELIEVE THE

CONTRACTOR FROM COMPLYING WITH THE APPROPRIATE SAFETY REGULATIONS.

5. ALL NECESSARY CONSTRUCTION SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES REQUIRED DURING CONSTRUCTION WILL BE FURNISHED BY THE

CONTRACTOR. SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES MUST BE IN CONFORMANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

FOR STREETS AND HIGHWAYS."

6. BISHOP ENGINEERING SHALL NOT BE LIABLE FOR ANY INJURIES THAT HAPPEN ON SITE. THIS SHALL INCLUDE BUT NOT BE LIMITED TO TRENCH COLLAPSES FROM VARYING SOIL CONDITIONS OR INJURIES CAUSED BY UNDERGROUND UTILITIES INCLUDING UTILITIES THAT ARE NOT SHOWN ON PLAN.

7. THE CONTRACTOR IS LIABLE FOR ALL DAMAGES TO PUBLIC OR PRIVATE PROPERTY CAUSED BY THEIR ACTION OR INACTION IN PROVIDING FOR STORM WATER FLOW DURING CONSTRUCTION. DO NOT RESTRICT FLOWS IN EXISTING DRAINAGE CHANNELS, STORM SEWER, OR FACILITIES.

8. THE CONTRACTOR SHALL SUBMIT A SCHEDULE FOR PERFORMANCE OF WORK ITEMS. THIS SCHEDULE SHALL BE PROVIDED BY THE CONTRACTOR AT THE PROJECT PRECONSTRUCTION CONFERENCE. NO WORK SHALL BEGIN UNTIL A SCHEDULE HAS BEEN SUBMITTED AND ACCEPTED. THE CONTRACTOR SHALL THEN PERFORM

WORK TO CONFORM TO THE ACCEPTED SCHEDULE.

9. LABORATORY TESTS SHALL BE PERFORMED BY THE OWNER UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PROVIDE SAMPLES OF MATERIAL REQUIRED FOR LABORATORY TESTS AND TESTING IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS.

10. SOIL IMPORT OR EXPORT ON THIS PROJECT SHALL BE CONSIDERED INCIDENTAL AND WILL NOT BE MEASURED OR PAID FOR SEPARATELY.

11. THE CONTRACTOR SHALL PROTECT ALL STRUCTURES NOT SHOWN AS REMOVALS ON THE PLANS INCLUDING NECESSARY SWPPP PROTECTIONS.

12. THE CONTRACTOR SHALL OBTAIN ANY AND ALL NECESSARY PERMITS PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL WORK WITH OWNER OR OWNERS

REPRESENTATIVE ON ALL REQUIRED STORM WATER DISCHARGE PERMITS FROM THE IOWA DEPARTMENT OF NATURAL RESOURCES AND THE CITY OF MARSHALLTOWN.

13. GRADING AND EROSION CONTROL SHALL BE DONE IN ACCORDANCE WITH THE APPROVED GRADING PLAN, SWPPP, NPDES DOCUMENTS, AND IOWA DEPARTMENT OF

NATURAL RESOURCES REQUIREMENTS.

14. THE CONTRACTOR SHALL PICK UP ANY DEBRIS SPILLED ONTO THE ADJACENT RIGHT OF WAY OR ABUTTING PROPERTIES AS THE RESULT OF CONSTRUCTION, AT THE

END OF EACH WORK DAY.

15. THE CONTRACTOR IS RESPONSIBLE FOR THE PROMPT REMOVAL OF ALL MUD THAT HAS BEEN TRACKED OR WASHED UNTO ADJACENT PROPERTY OR RIGHT OF WAY

UNTIL SUCH TIME THAT PERMANENT VEGETATION HAS BEEN ESTABLISHED.

16. DISPOSE OF ALL EXCESS MATERIALS AND TRASH IN ACCORDANCE WITH FEDERAL AND STATE REQUIREMENTS. PROVIDE WASTE AREAS OR DISPOSAL SITES FOR

EXCESS MATERIALS NOT DESIRABLE FOR INCORPORATION INTO THE PROJECT.

PAVING NOTES:

1. THE PAVING/ GRADING CONTRACTOR SHALL BACKFILL THE PAVING SLAB AND FINE GRADE THE RIGHT OF WAY AS SOON AFTER THE PAVING AS POSSIBLE. ALL AREAS

SHALL BE SEEDED IN ACCORDANCE WITH STATE CODES AND THE CURRENT VERSION OF SUDAS.

2. SUBGRADE PREPARATION AND PAVEMENTS WILL BE CONSTRUCTED FOLLOWING RECOMMENDATIONS IN THE SOILS REPORT. APPROVED SOILS ENGINEER MUST SIGN

OFF ON SUB BASE PRIOR TO ANY PAVEMENT BEING PLACED.

3. SEE DETAILS FOR ALL PAVEMENT THICKNESS.

4. ALL WALKS SHALL COMPLY WITH ALL A.D.A. AND CITY CODES. IN EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THE A.D.A./CITY CODES THE A.D.A./CITY CODES

SHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING A.D.A. CODES ARE MET.

UTILITY NOTES:

1. QUANTITY CALLOUTS ON PIPE LENGTHS ARE APPROXIMATE AND SHOULD BE USED FOR REFERENCE ONLY.

2. THE CONTRACTOR SHALL PROVIDE AS-BUILTS OF ALL UTILITIES, INCLUDING DEPTH AND LOCATION OF ALL SERVICES.

3. THE CONTRACTOR SHALL COORDINATE THE ADJUSTMENT OF ANY AND ALL EXISTING AND PROPOSED UTILITIES TO PROPOSED GRADES. EXISTING UTILITIES SHALL BE

RAISED OR LOWERED IN ACCORDANCE WITH THE UTILITY OWNER REQUIREMENTS. ANY NECESSARY ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TO

CONSTRUCTION.

4. ACTIVE EXISTING FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPAIRED, REROUTED, OR CONNECTED TO PUBLIC OR PRIVATE STORM SEWER TO

REMAIN IN SERVICE.

5. ALL PROPOSED RCP STORM SEWER PIPE JOINTS SHALL BE FABRIC WRAPPED AND THE LAST 3 PIPE SECTIONS ON THE APRON SHALL BE TIED WITH RF-14 TYPE II

CONNECTORS. ALL APRONS SHALL HAVE A STANDARD FOOTING AND TRASH GUARD.

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REVISION DATE:

SHEET NAME:

SHEET NUMBER:

PROJECT NUMBER:

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UTILITY NOTE:

THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM THE FIELD SURVEY, EXISTING PUBLIC RECORDS, AND PLANS PROVIDED BY OTHERS. SURFACE UTILITY LOCATIONS HAVE BEEN FIELD LOCATED BY BISHOP ENGINEERING, UNLESS OTHERWISE NOTED. ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE LOCATIONS ONLY. BISHOP ENGINEERING DOES NOT GUARANTEE THE UNDERGROUND LOCATION OF ANY UTILITIES SHOWN. IT SHALL BE THE DUTY OF THE CONTRACTOR TO DETERMINE THE LOCATION AND DEPTH OF ANY UNDERGROUND UTILITIES SHOWN AND IF ANY ADDITIONAL UTILITIES, OTHER THAN THOSE SHOWN ON THE PLANS, MAY BE PRESENT. A REQUEST WAS MADE TO IOWA ONE CALL FOR UTILITY PROVIDERS TO VERIFY, LOCATE, AND MARK THEIR UTILITIES IN THE FIELD.

ALL UTILITY MAPS PROVIDED

BY IOWA VETERANS HOME

C0.1 - C7.1

ABBREVIATIONS:

AC ACRES

ASPH ASPHALT

BK BOOK

CONC CONCRETE

D DEEDED DISTANCE

EX EXISTING

ENCL ENCLOSURE

FF FINISHED FLOOR

FL FLOW LINE

FRAC FRACTIONAL

M MEASURED DISTANCE

MH MANHOLE

OPC ORANGE PLASTIC CAP

P PLATTED DISTANCE

PG PAGE

POB POINT OF BEGINNING

POC POINT OF COMMENCEMENT

PRA PREVIOUSLY RECORDED AS

PUE PUBLIC UTILITY EASEMENT

ROW RIGHT OF WAY

RPC RED PLASTIC CAP

SF SQUARE FEET

SAN SANITARY

TYP TYPICAL

YPC YELLOW PLASTIC CAP

N NORTH

S SOUTH

E EAST

W WEST

ELECTRIC VAULT

TRANSFORMER POLE

TRANSFORMER POLE

LIGHT POLE

ELECTRIC JUNCTION BOX

ELECTRIC PANEL

TRANSFORMER

GROUND LIGHT

GUY WIRE

ELECTRIC HANDHOLE

GAS METER

GAS VALVE

AIR CONDITIONING UNIT

TELEPHONE RISER

TELEPHONE VAULT

TELEPHONE MANHOLE

TRAFFIC SIGNAL MANHOLE

FIBER OPTIC MANHOLE

FIBER OPTIC RISER

FIBER OPTIC VAULT

CABLE TV RISER

SIGN

BOLLARDS

7 DENOTES NUMBER OF PARKING STALLS

PROPERTY CORNER - FOUND AS NOTED

PROPERTY CORNER- PLACED 5/8" IRON ROD

WITH YELLOW PLASTIC CAP ID # XXXXX

OR AS NOTED

SECTION CORNER - FOUND AS NOTED

SITE CONTROL POINT - MONUMENT AS NOTED

ELEC

EJ

EP

GM

GV

A/C

T

TEL

T

TS

FO

F/O

TV

F/O

SAN SANITARY SEWER

ST STORM SEWER

W WATER LINE

G GAS LINE

U/E UNDERGROUND ELECTRIC

O/E OVERHEAD ELECTRIC

TELE TELEPHONE LINE

F/O FIBER OPTIC

CATV CABLE TV

STORM MANHOLE

CURB INTAKE

SURFACE INTAKE

FLARED END SECTION

ROOF DRAIN

DOWNSPOUT

SANITARY MANHOLE

CLEANOUT

FIRE HYDRANT

SPRINKLER

IRRIGATION CONTROL VALVE

WATER MANHOLE

WELL

WATER VALVE

WATER SHUT OFF

YARD HYDRANT

FLAGPOLE

ELECTRIC MANHOLE

ELECTRIC METER

ELECTRIC RISER

D

S

CO

H Y D

ICV

W

WSO

Y A DR

E

EM

E

W

WV

LEGEND

C0.1

COVER SHEET

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CAUTION - UNDERGROUND UTILITY TUNNEL:

APPROXIMATE LOCATION IS SHOWN. ON A1.1

CONTRACTOR SHALL VERIFY EXACT LOCATION, DEPTH AND

EXTENT OF TUNNEL PRIOR TO COMMENCEMENT OF WORK.

NO EXCAVATION, DRILLING, PILE/PIER DRIVING, COMPACTION, OR

IMPOSED LOADS SHALL OCCUR ABOVE OR WITHIN THE INFLUENCE

ZONE OF THE TUNNEL WITHOUT PRIOR REVIEW AND APPROVAL

FROM OWNER/ARCHITECT. CONTRACTOR SHALL PROTECT

TUNNEL FROM DAMAGE AT ALL TIMES.

AutoCAD SHX Text

SIGNED:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IOWA.

AutoCAD SHX Text

PAGES OR SHEETS COVERED BY THIS SEAL:

AutoCAD SHX Text

DANIEL J. SOUTHWICK, P.E. 28412

AutoCAD SHX Text

LICENSE RENEWAL DATE: DEC. 31, 2026

AutoCAD SHX Text 28412

AutoCAD SHX Text

SOUTHWICK

AutoCAD SHX Text

DANIEL J.

Eds Laptop Snapshot

Eds Laptop Text Box April 10, 2026

Eds Laptop

C0.1 - C3.1

FF

=9

.21

FF

=9

.24

FF=934.23

GMGM

ST 12" ST 12" ST 12"

DEMO EX

CONCRETE WALK

PROTECT EX

STRUCTURAL

STOOPS

TRENCH EXCAVATION FOR

FOUNDATION WATERPROOFING

FF=932.68

H Y DWV

FF

=9

.66

PEAR" RUSSIAN

93193

930930

ST

8"

ST

ST

U/ E

U/ E

U/ E

U/E U/E

U/E

U/ E

W W

W W

W

W

TE

LE

TE

LE

TE

LE

TE

LE

TE

LE

TE

LE

TE

LE

W W

W W

W W

D

DEMO EX

TRENCH DRAIN

AND CONCRETE

DEMO EX

CONCRETE WALK

DEMO EX

BEAM CURB

DEMO EX TREES

PROTECT EX TREE

LOCATE AND PROTECT ALL EX UNDERGROUND

UTILITIES PRIOR TO CONSTRUCTION.

LOCATE AND PROTECT ALL EX UNDERGROUND

UTILITIES PRIOR TO CONSTRUCTION.

COORDINATE WITH ELECTRICAL SERVICE

PROVIDER TO LOWER IF NECESSARY.

19.4'

PROTECT EX ELECTRICAL

TRANSFORMER AND BOLLARDS

DEMO EX CURB, LANDSCAPE

GRAVEL, AND SIDEWALK

DEMO EX INTAKE

PROTECT EX AWNING POST

PROTECT EX STORM

PROTECT AND SUPPORT ALL UTILITIES

WHEN EXPOSED BY TRENCHING

PROTECT AND SUPPORT ALL UTILITIES

WHEN EXPOSED BY TRENCHING

DEMO NOTES:

1. SAWCUT & REMOVE ALL PAVEMENT TO FULL DEPTH OF SLAB.

2. PROTECT ALL TREES NOT CALLED OUT FOR REMOVAL WITH

ORANGE CONSTRUCTION FENCE AT THE DRIP LINE.

3. CONTRACTOR TO PROTECT AND SUPPORT ALL EXISTING

UTILITIES.

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GRAPHIC SCALE

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C1.1

DEMO PLAN

MALLOY LOFTUS

4" PCC WALK

5.31'

D

FF

=9

.21

FF

=9

.24

FF=934.23

GMGM

ST 12" ST 12" ST 12"

5.88'

3'

4" PCC WALK

3' PCC FLUME

REF. ARCH. DETAIL 6/A2.0

3' PCC FLUME

REF. ARCH. DETAIL 6/A2.0

TRENCH DRAIN

REF. ARCH. DETAIL 8/A2.0

3' PCC FLUME

REF ARCH DETAIL 7/A2.0

3'

3'

4" PCC WALK

SLOPE TO DRAIN AWAY

FROM BLDG TO SIDEWALK

EXPANSION JOINT ALONG BLDG

KEEP EXITS CLEAR

14.6'

EX LANDSCAPE ROCK TO REMAIN

EXTEND LANDSCAPE

AREA W/ SALVAGED ROCK

HANDRAIL REF. ARCH.

DETAIL 6/A3.1

3'X3' GRAVEL FILL FOR AWNING

POST ANCHOR BOLT ACCESS

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

FF=932.68

H Y DWV

FF

=9

.66

PEAR" RUSSIAN

ST

8"

ST

ST

U/ E

U/ E

U/ E

U/E U/E

U/E

U/ E

W W

W W

W

W

TE

LE

TE

LE

TE

LE

TE

LE

TE

LE

TE

LE

TE

LE

W W

W W

W W

D

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GRAPHIC SCALE

020 10 20 40

C2.1

LAYOUT &

LANDSCAPE

PLAN

MALLOY LOFTUS

LAYOUT NOTES:

1. PROTECT ALL EXISTING SIDEWALKS. REPAIR ANY DAMAGE TO

EXISTING SIDEWALKS.

12LF 6" N-12 @ S=3.00%

CONNECT TO EX EXTERNAL DOWNSPOUT

12LF 6" N-12 @ S=3.00%

CONNECT TO PROPOSED

INTERNAL DOWNSPOUT

D

EX STORM MH

RIM=933.90

FL(N 12" RCP)=925.10

FL(NW 12" RCP)=924.62

FL(W 12" RCP)=924.62

FF

=9

.21

FF

=9

.24

FF=934.23

GMGM

EX INTAKE

RIM=933.48

FL(W)=927.15934

ST 12" ST 12" ST 12"

8LF 6" N-12 @ S=1.00%

931.03 EX

929.72

930.77 930.27T/C 929.94

929.59G 930.59E/W

929.93T/C

930.51E/W

930.54E/W

929.53G

929.24T/C

929.63 928.91G

931.63 EX

931.73 EX

0.5%

8.9%

6.0%

930.34 EX

930.26 EX

STRUCTURE #2

12"X12" CAST IRON CATCHBASIN

RIM=929.37

FL(W)=927.96

15 LF 6" N-12@S=0.40%

930.34T/C

930.01G

930.96

929.71T/C

929.37G

930.10 EX

929.56

930.23 EX

930.22 EX

7.8%

929.65

931.90 EX

931.65 EX

STRUCTURE #2

12"X12" CAST IRON CATCHBASIN

RIM=928.91

FL(N)=928.00

FL=927.92

SUMP PIT DISCHARGE LINE

REF ME1.1

SUMP PIT DISCHARGE LINE

REF. ME1.1

930.57E/W

929.87T/C

930.31

930.96 EX

SUMP PIT DISCHARGE LINE

REF ME1.1

REF. ARCH. DETAIL 6/A2.0

FOR FLUME GRADING

DETAIL

REF. ARCH. DETAIL 6/A2.0

FOR FLUME GRADING DETAIL

REF ARCH DETAIL 7/A2.0'

FOR FLUME GRADING

DETAIL

SLOPE TO DRAIN AWAY

FROM BLDG TO SIDEWALK

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

FF=932.68

PROTECT EX INTAKE

RIM=930.10

FL(N 3" PVC)=929.32

FL(NW 6" CMP)=927.90

PROTECT EX INTAKE

RIM=931.11

FL(W 4" TILE)=928.43

FL(W 6" PVC)=927.16

FL(E 6" PVC)=927.16

FL(S 6" PVC)=927.16

PROTECT EX INTAKE

RIM=931.56

FL(S 4" PVC)=928.78

FL(E 8" PVC)=927.82

FL(SW 8" PVC)=927.82

H Y DWV

PROTECT EX INTAKE

RIM=930.93

FL(NE 8" PVC)=928.20

FL(S 8" PVC)=928.20

FL(W 8" PVC)=928.20

FF

=9

.66

PROTECT EX INTAKE

RIM=931.16

FL(TO BEND)=928.16

EX INTAKE

RIM=930.36

FL(W 6" PVC)=926.91

FL(E 6" PVC)=926.91

93193

930930

ST

8"

ST

ST

U/ E

U/ E

U/ E

U/E U/E

U/E

U/ E

W W

W W

W

W

TE

LE

TE

LE

TE

LE

TE

LE

TE

LE

TE

LE

TE

LE

W W

W W

W W

D

TOPSOIL NOTES:

1. STRIP AND STOCKPILE THE TOP 8" OF SOIL ON ALL DISTURBED AREAS.

2. RESPREAD TOPSOIL TO A MINIMUM DEPTH OF 8" ON ALL GREEN (NON PAVED)

AREAS. IMPORT TOPSOIL AS NECESSARY TO ACHIEVE A MINIMUM DEPTH OF 6".

3. TOPSOIL SHALL BE FREE OF ALL ROCK AND DEBRIS LARGER THAN 3/4" IN SIZE.

4. TOPSOIL IS DEFINED AS: FERTILE, FRIABLE LOAM, CAPABLE OF SUSTAINING

VIGOROUS PLANT GROWTH, FROM WELL DRAINED SITE FREE FROM FLOODING, NOT

IN FROZEN OR MUDDY CONDITIONS; REASONABLE FREE FROM SUBSOIL, CLAY

LUMPS, ROOTS, GRASS, WEEDS, STONES LARGER THAN 3/4 INCH IN DIAMETER, AND

FOREIGN MATTER; ACIDITY RANGE (PH) OF 5.5 TO 7.5; CONTAINING MINIMUM 4

PERCENT AND MAXIMUM 20 PERCENT ORGANIC MATTER.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOIL

REQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.

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GRADING LEGEND:

EXISTING CONTOUR

PROPOSED CONTOUR

FINISHED GROUND ELEVATION

TOP OF CURB ELEVATION

GUTTER ELEVATION

TOP OF WALL ELEVATION

BOTTOM OF WALL ELEVATION

EDGE OF WALK ELEVATION

TOP OF STAIR ELEVATION

BOTTOM OF STAIR ELEVATION

NOTE: WALL ELEVATIONS SHOWN ON PLAN ARE FINISHED

GROUND GRADES AT THE TOP AND BOTTOM OF THE WALL.

150.50E/W

150.50B/W

150.50T/W

150.50G

150.50T/C

150.50

150.50T/S

150.50B/S

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GRAPHIC SCALE

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C3.1

GRADING

AND UTILITY

PLAN

MALLOY LOFTUS

SIDEWALK DETAIL

NOT TO SCALE

FINISHED GROUND GRADE

(INCLUDING SOD) SHALL BE

1/4" BELOW FINISHED PAVEMENT

GRADE ON DOWNHILL SIDE

WIDTH PER PLAN

4" PCC (UNLESS NOTED OTHERWISE)

NOTE: SLOPE SIDEWALK IN

ACCORDANCE WITH GRADING PLAN,

1.5% CROSS SLOPE

4" COMPACTED SUBASE

PVC & N-12 PIPE BEDDING

SCALE NONE

C3.1

C3.1

UTILITY NOTES:

1. SUPPORT ALL EXPOSED UTILITIES DURING TRENCH EXCAVATION.

AutoCAD SHX Text

TW

AutoCAD SHX Text

6" MIN

AutoCAD SHX Text

OD

AutoCAD SHX Text %%uCLASS F-3%%U

AutoCAD SHX Text Class I Bedding Material

AutoCAD SHX Text Outside diameter of pipe Trench width at top of pipe: Min. = OD+18 inches OR 1.25xOD+12" (whichever is greater)

AutoCAD SHX Text

AutoCAD SHX Text

OD TW

AutoCAD SHX Text 4'' min.

AutoCAD SHX Text 6"

6"