Attachment 0003 - 2024-3910 - SOW - Appendix B - Drawings.pdf

PDF 11 MB Posted Jun 5, 2025

Attached to: Quarters 1 - Southwest Patio Repair
Solicitation number: W519TC-25-R-A009
Issued by: Department of the Army Materiel Command Contracting Command Rock Island Arsenal

About this file

Written by GovTribe AI · Jun 5, 2025

The document is a comprehensive set of architectural and engineering drawings for the Southwest Patio Repair project at Quarters 1 (Building 301) on the Rock Island Arsenal in Illinois. The drawings, dated April 2, 2025, cover multiple disciplines including civil, structural, architectural, and plumbing plans for a major renovation of the building's southwest patio and basement entry area. Key elements include:

The project involves removing existing patio infrastructure, installing new concrete slabs with drainage systems, constructing ramps and stairs, adding stainless steel railings, and modifying basement plumbing. The renovation includes a new storm sump pump system, trench drain, and connections to existing utility lines. Structural modifications include reinforcing and sloping existing steel deck beams, adding limestone veneer, and ensuring proper waterproofing and drainage. The drawings provide detailed specifications for materials, construction methods, and technical requirements across multiple sheets, indicating a comprehensive approach to renovating the historic building's exterior and basement access points.

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Other files

File	Type	Posted
Attachment 0013 - QTRS 1 Questions and Answers.pdf	PDF	Jun 30, 2025
Solicitation Amendment 0002 W519TC25RA009.pdf	PDF	Jun 30, 2025
Attachment 0014 - Site Visit Attendees 6-23-25.pdf	PDF	Jun 30, 2025
Solicitation Amendment 0001 - W519TC25RA009.pdf	PDF	Jun 18, 2025
Attachment 0012 - Site Visit Attendees.pdf	PDF	Jun 18, 2025
Attachment 0004 - 2024-3910 - SOW - Appendix C - Submittal Register.pdf	PDF	Jun 5, 2025
Attachment 0007 - 2024-3910 - SOW - Appendix F - Civil Specifications.pdf	PDF	Jun 5, 2025
Attachment 0008 - 2024-3910 - SOW - Appendix G - Geotechnical Report.pdf	PDF	Jun 5, 2025
Attachment 0002 - 2024-3910 - SOW - Appendix A - Specifications.pdf	PDF	Jun 5, 2025
Attachment 0009 - Davis Bacon Wage Determination.pdf	PDF	Jun 5, 2025
Attachment 0011 - Contractor Vendor Guide.pdf	PDF	Jun 5, 2025
Solicitation - W519TC25RA009.pdf	PDF	Jun 5, 2025
Attachment 0001 - 2024-3910 - SOW.pdf	PDF	Jun 5, 2025
Attachment 0005 - 2024-3910 - SOW - Appendix D - Construction Debris Submittal.pdf	PDF	Jun 5, 2025
Attachment 0006 - 2024-3910 - SOW - Appendix E - Structural Calculations.pdf	PDF	Jun 5, 2025
Attachment 0010 - Quarters 1 SW Patio Site Visit Map.pdf	PDF	Jun 5, 2025

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G-001

C O

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FY: 2025

PR NO: 2024-3910

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PRELIMINARY2

ROCK ISLAND ARSENAL

QUARTERS 1 (BUILDING 301)

SOUTHWEST PATIO REPAIR

SOW - APPENDIX B

G-

1, /2 /2

Appendix B

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1" = 800'

ISLAND MAP

E N

PLAN

NORTH

PROJECT SITE

PARKING

PARKING PARKING

PARKING

PARKING PA

PARKING

PARKING 234

13A

7-G

108 150

362363

T186

SUBSB

SUBSC

246CPY

81320

SWITA

215B

92G1

92G2

93G2 93G1

47C

24B

47B

47CPY

22 30

30-G

15P

11P

14A

68SN

150P

70-G

686661

2-G

4-G 3-G

6-G

68GN

312FL

20FL

52A

81-G

333 129

SHED

TOWER

(MEC)

2442 2464

2406 2428 2450

2425 2447

2504 2530 2548 2566

26282490

26422527

2543 2571

2611 2635

320SN

275SN

TOWER

(MEC)

TOWER

(MEC)

TOWER

(MEC)

48SN

SOUTH

T D

DOM

D R

BECK AVENUE

KINGSBURY AVE

DRIVE

NORTH

BENET AVENUE

AVENUE

CHESTNUT AVENUE

G O

O N

WITEK ROAD

RT ARM

STRO

AVE.

RODMAN AVENUE

NORTH AVENUE

EAST

NORTH AVENUE

R O

C K

N D

AVENUE

RODMAN

DAVENPORT

DRIVE

KING

SOUTH

AVENUE

DRIVE

BECK

SYLVAN

DRIVE

AVENUE

DRIVE

BLUNT

ROAD

DYKE ROAD

RODMAN

ROAD

RANGE

PRACTICE

S Y

L V

A N

D R

I V

TANK TRACK

GOLF

CEMETERY

NATIONAL

NORTH AVENUE

DYKE R

OAD

S Y

L V

A N

D R

I V

S T.

DAVENPORT

LANE

BUTLER

LANE

FARLEY

WILLIE

LANE

SYLVAN

ISLAND

LOCK AND DAM

NO. 15

BETTENDORFDAVENPORT

MOLINEROCK ISLAND

E. RIVER DR.

GRANT ST.

4TH AVE

1ST AVE

4TH ST.

STATE ST.

DURNIN AVENUE

W H

M O

R E

D R

NORTH

DRIVE

PROSPECT

CIRCLE

PROSPECT

COURT

ROSTRUM D

RIVE

CEMETERY

MOLINE BRIDGE

G O

DRIVE

CEMETERY

POST

G D

PROSPECT

DRIVE

KING

CHAMBERLAIN DRIVE

WALKER DRIVE

CONFEDERATE

CEMETERY

DURNIN

AVENUE

BAKER

AVENUE

H O

D S

AMERICAN

DISCOVERY

TRAIL

BECK AVENUE

H O

STR

EET EAST

T PERSHING

AVENUE

RODMAN

FIELD

MEMORIAL

PARK

RAMSEY ROAD

TERRACE

MOSKALA

CEMETERY

NATIONAL

2ND ST.

3RD ST.

KINGSBURY

AVE

RIA

FITNESS

TRAIL

BAUMBECK AVENUE

S T.

RODMAN AVE

301FL

311SN

301301-G

BLUNT

Pr op os ed

G en er at or

R el oc at io n

Proposed Switches

15-L1

BM 100

RI Astronomical Stone - Pool 15

BM 102

Arsenal Bridge

BM 103

TBM 104

TBM 105

TBM 106

TBM 107

TBM 108

TBM 109

TBM 110

BM 111

09-77-15 Eisenbraun Point

PID BBBR62

R.I.A.

MOLINE POOL RESET

(OCT. 2001)

Elev. 574.1

ADDITION TO

2ND

CEMETERY

NATIONAL

ADDITION TO

1ST

ROCK ISLAND

M I S S I S S I P P I

R I V E R

O N

117152

RIAPRIMITIVE

CAMPING

TANK TRACK

ACP SHELTER

S T.

BASE MAP REVISED MAR. 2023

P.O.B.

355356

346FL

2315 2337

2320 2340

2318 2342 2362 2384

2357 2381 2403

BM 101

2400.00

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NOT TO SCALE (NTS)

VICINITY MAPE7

SHEET ID. SHEET TITLE

G-001 COVER SHEET

GENERAL

G-002 LOCATION MAP & INDEX OF DRAWINGS

G-003

ARCHITECTURAL

ABBREVIATIONS & GENERAL NOTES

DEMO PLANSAD-101

A-101

SLAB DETAILSA-501

RAILING DETAILSA-502

BASEMENT DIMENSION PLAN, DOOR SCHEDULEA-100

SHEET INDEX

FIRST FLOOR DIMENSION PLAN

A-201 ELEVATIONS, SECTIONS

GENERAL NOTES

1. CONTRACTOR SHALL PROTECT ASPHALT AND DISTRIBUTE HEAVY POINT LOADS.

IF THE CONTRACTOR DAMAGES THE ASPHALT REPAIRS WILL BE PERFORMED IN

ACCORDANCE WITH UFC 3-270-01 ASPHALT MAINTENANCE AND REPAIR.

DEPENDING UPON SEVERITY OF DAMAGE REPAIRS WILL BE IN ACCORDANCE

WITH FULL DEPTH, PARTIAL DEPTH, AND/OR PATCHING.

2. DUMPSTERS MUST COMPLY WITH UFC 4-010-01 DoD MINIMUM ANTI-TERRORISM

STANDARDS FOR BUILDINGS. DUMPSTERS CAN BE LOCATED ALONG THE

BUILDING DURING WORKING HOURS UPON REQUEST. THE CONTRACTOR WILL

MAKE REQUESTS IN WRITING TO THE C.O.R. AT LEAST TWO WEEKS PRIOR TO

THE REQUIREMENT. DUMPSTERS WILL BE EMPTY EACH TIME THEY ARE PLACED

NEAR BUILDINGS AT THE START OF THE WORKING DAY. DUMPSTERS WILL BE

MOVED AWAY FROM THE BUILDING AT THE END OF EACH WORKING DAY. THE

C.O.R. WILL DETERMINED THE DUMPSTER STORAGE LOCATION AT THE END OF

THE WORK DAY.

3. THE CONTRACTOR WILL BE GRANTED ACCESS THROUGH THE PARKING LOT TO

THE SOUTHWEST OF QUARTERS 1.

4. THE CONTRACTOR SHALL COORDINATE CRANE USAGE 2 WEEKS IN ADVANCE

WITH THE C.O.R.

5. QUARTERS 1 IS FREQUENTLY USED AS THE LOCATION FOR SPECIAL EVENTS.

THE CONTRACTOR SHALL COORDINATE WORK WITH THE C.O.R. TO AVOID

CONFLICTS WITH SCHEDULED EVENTS.

6. THE CONTRACTOR SHALL COORDINATE THE CLOSURE OF BUILDING

ENTRANCE/EXIT WITH C.O.R.

7. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE JOB SITE. SEE

SPECIFICATIONS FOR DETAILS.

STRUCTURAL

S-101

S-302 S-301

S-303

S-501 STRUCTURAL DETAILS

STRUCTURAL DETAILS

PLAN VIEW

PLUMBING

S-304 STRUCTURAL DETAILS

1/16" = 1'-0"

NEW SITE PLANE2

E N

PLAN

NORTH

BASEMENT PLUMBING PLANA-100

CIVIL

C.01 PROJECT NOTES

C.02 PROJECT NOTES

C.03 PROJECT NOTES

C.04 PROJECT NOTES

C.05 EXISTING SITE PLAN

C.06 PROPOSED SITE PLAN

C.07 PROPOSED SITE PLAN

G-

2, /2 /2

Appendix B

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U.S. GOVERNMENT BRIDGE

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IOWA

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ILLINOIS

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MISSOURI

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INDIANA

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DAVENPORT

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MOLINE

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CHICAGO

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ST. LOUIS

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ROCK ISLAND

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WISCONSIN

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MILES

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KENTUCKY

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ROCK ISLAND

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ARSENAL

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BETTENDORF

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PRELIMINARY2

A-000

SECTION MARK

A-000

BUILDING ELEVATION MARK

ELEVATION

NUMBER

(TYP.)

INTERIOR ELEVATION MARK

DWG. NO. WHERE

DETAIL IS DRAWN

CALLOUT HEAD

DETAIL

NUMBER

(TYP.)

AREA COVERED BY DETAIL

WINDOW TAG

PARTITION TYPE KEYNOTE

TAG

DOOR TAG

0'-0" A.F.F.X

CEILING TAG

(TYPE & HEIGHT)

CEILING HEIGHT

CEILING TYPE

DETAIL IDENTIFIER

(MODULE LETTER AND NUMBER)

NORTH ARROW

PLAN, ELEVATION, SECTION, OR DETAIL VIEW TITLE

PLAN SYMBOLSREFERENCE SYMBOLS

WALL/PARTITION

TYPE

ARCHITECTURAL ABBREVIATIONS GENERAL NOTES

1. NOTES FOUND ON G-SHEETS, ARE GENERAL NOTES AND APPLY TO THE ENTIRE PROJECT TO INCLUDE THE COMPLETE

PLAN SET AND SPECIFICATIONS, UNLESS NOTED OTHERWISE. SHEET NOTES APPLY TO ALL PLANS, ELEVATIONS, SECTIONS, AND DETAILS FOR THAT SHEET, UNLESS NOTED OTHERWISE. KEYNOTES APPLY TO ELEMENTS ON THE

SHEET AS INDICATED, UNLESS NOTED OTHERWISE.

2. THE DRAWINGS INDICATE THE GENERAL EXTENT OF WORK. THE DRAWINGS ARE NOT INTENDED TO INDICATE OR DESCRIBE ALL WORK REQUIRED FOR THE FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE

CONTRACT DOCUMENTS.

3. THE ENUMERATION OF PARTICULAR ITEMS OF WORK IN ONE PORTION OF THE CONTRACT DOCUMENTS SHALL NOT BE

CONSTRUED TO EXCLUDE OTHER ITEMS NECESSARY OR IMPLIED THEREFROM.

4. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PARTS OF THE WORK SO THAT NO WORK SHALL BE LEFT IN AN UNFINISHED OR INCOMPLETE CONDITION. THE CONTRACTOR SHALL PROVIDE A COMPLETE AND USABLE

PRODUCT.

5. THE CONTRACTOR SHALL PROTECT ANY EXISTING, IN-PLACE, AND/OR NEW WORK.

6. ALL WORK NOTED "N.I.C." IS NOT MEANT TO BE PART OF THE CONSTRUCTION SCOPE OF WORK AGREEMENT.

7. THE CONTRACTOR SHALL PAY FOR AND COORDINATE THE REMOVAL AND LEGAL DISPOSAL OF MATERIALS AND

RUBBISH.

8. THE CONTRACTOR SHALL CONDUCT SITE UTILITY LOCATES TO DETERMINE ANY CONFLICTS BETWEEN NEW WORK AND EXISTING UTILITIES. RESOLUTION OF CONFLICTS WITH EXISTING UTILITIES IS INCLUDED IN THE CONTRACTOR'S SCOPE

OF WORK.

9. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. DIMENSIONS AND PLANS ARE NOT WARRANTED AS

ACCURATE. VERIFY EXISTING CONDITIONS THAT MAY AFFECT THE WORK PRIOR TO BID.

10. DO NOT SCALE DRAWINGS; LARGE SCALE DETAILS GOVERN OVER SMALL SCALE DETAILS.

11. NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, AND ALTERATION OPERATIONS SHALL BE APPLIED.

12. PROVIDE THE MINIMUM EXPANSION, CONTRACTION, AND CONTROL JOINTS IN ALL WORK PER THE PRODUCT

MANUFACTURER'S STANDARDS OR THE APPLICABLE INDUSTRY STANDARDS.

13. ALL DISSIMILAR METALS SHALL BE ISOLATED FROM EACH OTHER TO AVOID GALVANIC CORROSION.

14. EXISTING PAINT SHALL BE PRESUMED TO BE LEAD BASED

15. EXISTING PIPE INSULATION SHALL BE PRESUMED TO BE ASBESTOS CONTAINING

16. EXISTING WINDOW GLAZING SHALL BE PRESUMED TO BE ASBESTOS CONATINING

17. DO NOT CUT INTO, REMOVE, OR ALTER ANY STRUCTURAL MEMBER OR FLOOR SYSTEM UNLESS IT IS SPECIFICALLY

NOTED OR SHOWN ON DRAWINGS.

18. THE CONTRACTOR SHALL PLAN THEIR WORK TO PROVIDE ADEQUATE PROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES, AND EXECUTE THE WORK IN SUCH A MANNER TO AVOID ANY HAZARD TO PERSONS AND PROPERTY AS

NECESSARY.

19. ALL PRODUCTS LISTED ON DRAWINGS AND NOT INDICATED IN SPECIFICATIONS SHALL BE SUBMITTED FOR

GOVERNMENT APPROVAL. CONTRACTOR SHALL ADD THESE TO THEIR SUBMITTAL REGISTER.

20. DEMOLITION OR NEW WORK MAY NOT BE SOLELY INDICATED ON THEIR CORRESPONDING SHEETS.

21. CONTRACTOR SHALL REQUEST PARKING, JOB TRAILER, STAGING AND OTHER NECESSARY SPACES.

22. DISPOSE OF DEMOLISHED AND WASTE MATERIALS OFF SITE UNLESS OTHERWISE NOTED.

23. TO PERFORM THE WORK AS AWARDED BY THE BASE BID, OPTION, OR CONTRACT MODIFICATION, THE CONTRACTOR SHALL EITHER PROTECT OR RELOCATE ADJACENT ITEMS, EQUIPMENT, AND STRUCTURES AS NECESSARY TO

FACILITATE THE WORK.

24. IN ORDER TO MORE CLEARLY DEPICT WORK BEING IDENTIFIED ON A DRAWING, ITEMS NOTED AS BEING INCLUDED IN THE WORK ARE GENERALLY SHOWN IN HEAVY (BOLD) LINE WEIGHT AND BLACK LINE WORK. GRAY SCALE LINE WORK DENOTES EXISTING CONDITIONS. NOTE: THERE ARE EXCEPTIONS TO THIS RULE AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO THOROUGHLY REVIEW DRAWINGS AND REQUEST ADDITIONAL INFORMATION PRIOR TO BIDDING.

25. NORMAL INSTALLATION WORKING HOURS WILL BE BETWEEN 0700-1700, MONDAY THROUGH FRIDAY. HOURS OUTSIDE THE NORMAL RANGE REQUIRES COORDINATION AND APPROVAL FROM THE CONTRACTING OFFICER'S REPRESENTATIVE (C.O.R.) TWO WEEKS PRIOR. THE FACILITY WILL BE CLOSED ON GOVERNMENT HOLIDAYS. CONTACT

THE C.O.R. FOR A LIST OF GOVERNMENT HOLIDAYS.

26. THE CONTRACTOR SHALL MAKE REQUESTS TO DISCONNECT POWER OR UTILITIES PER SPECIFICATIONS. ALL WORK REQUIRING POWER REMOVAL SHALL BE DONE IN A TIMELY MANNER AND OUTSIDE NORMAL INSTALLATION WORKING HOURS WHEN POSSIBLE. IF SAFE WORKING CONDITIONS EXIST FOR BOTH THE CONTRACTOR AND BUILDING OCCUPANTS, THEN POWER SHALL BE RESTORED FOR BUILDING OCCUPANTS DURING NORMAL WORKING HOURS. THE CONTRACTOR SHALL IMMEDIATELY RESTORE POWER ONCE WORK IS COMPLETE AND SAFE CONDITIONS EXIST.

27. THE CONTRACTOR SHALL OBTAIN NECESSARY BUILDING AND FIRE PERMITS FROM THE INSTALLATION AUTHORITIES

HAVING JURISDICTION.

28. THE CONTRACTOR SHALL COMPLY WITH USAG-RI POLICIES AND PROCEDURES.

29. THE CONTRACTOR SHALL PERFORM WORK IN ACCORDANCE WITH APPLICABLE CODES, ORDINANCES, AND

REGULATORY AGENCIES.

30. NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND MATERIALS. SHEETS ARE TO BE REVIEWED AND

NOTES ON INDIVIDUAL SHEETS SHALL BE APPLIED TO RELATED DRAWINGS AND DETAILS.

31. A FINISH INDICATION ON A WALL SHALL MEAN THE ENTIRE LENGTH AND HEIGHT OF WALL INDICATED.

32. PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE CODES AND AS REQUIRED FOR MECHANICAL, ELECTRICAL AND PLUMBING WORK. ALL ACCESS PANELS SHALL BE CONCEALED AND LOCATIONS SHALL BE REVIEWED WITH THE

ARCHITECT PRIOR TO PROCEEDING.

33. ALL MECHANICAL, ELECTRICAL AND PLUMBING WORK THAT PENETRATES FLOORS, WALLS, OR ROOFING SHALL BE INSTALLED IN A MANNER THAT WILL PRESERVE THE MOISTURE RESISTIVENESS, FIRE RATING, AND STRUCTURAL

INTEGRITY OF THE BUILDING.

34. ALL WORK SHALL BE DONE IN A WORKMAN LIKE MANNER. WORK SHALL CONFORM TO APPLICABLE INDUSTRY OR MANUFACTURER'S PUBLISHED STANDARDS FOR QUALITY OF MATERIALS AND WORKMANSHIP, AS WELL AS, ALL REQUIREMENTS IN THESE DRAWINGS AND SPECIFICATIONS. ANY CONFLICTING REQUIREMENTS OF THE SOURCES LISTED ABOVE SHALL BE BROUGHT TO THE ATTENTION OF THE C.O.R. PRIOR TO PROCEEDING WITH THE WORK.

35. ANY ANCHORS USED TO ATTACH ITEMS TO THE EXTERIOR WALLS MUST BE EPOXY ANCHORS. EXPANSION ANCHORS ARE STRICTLY PROHIBITED. THE USE OF ROTARY IMPACT DRILLS IS NOT AUTHORIZED. TOOLS USED MUST NOT BE

IMPACT TYPE.

AFF ABOVE FINISHED FLOOR

ACC DR ACCESS DOOR / PANEL

ADAAG AMERICAN WITH DISABILITIES

ACCESSIBILITY GUIDELINES

ACCESS ACCESSORIES

ADJ ADJUST/ ADJUSTABLE

ACOUST. ACOUSTICAL

AB ANCHOR BOLT

ANOD ANODIZED

AC AIR CONDITIONING

AL / ALUM ALUMINUM

& AND

L ANGLE

APP APPROVED

APPROX APPROXIMATE

ARCH ARCHITECTURAL

@ AT

ATFP ANTI TERRORISM / FORCE PROTECTION

AVG AVERAGE

AWI ARCHITECTURAL WOODWORK INSTITUTE

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION, INC.

BM BEAM

BLKG BLOCKING

BD BOARD

BTM BOTTOM

BLDG BUILDING

B.O. BOTTOM OF

CFCI CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CH CHANNEL

CPT CARPET

CLG CEILING

CLG HT CEILING HEIGHT

CTR CENTER

℄ CENTER LINE

C TO C CENTER TO CENTER

CT CERAMIC TILE

CLR CLEAR

CO CLEANOUT

CLOS CLOSET

CO COMPANY

COL COLUMN

CONC CONCRETE

CORR CORRIDOR

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CMU CONCRETE MASONRY UNIT

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CJ CONTROL JOINT

CY CUBIC YARD

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DISP DISPENSER

DR DOOR

DN DOWN

DS DOWNSPOUT

DESC DESCRIPTION

DWG DRAWING

EA EACH

EF EXHAUST FAN

EL ELEVATION

ERD EMERGENCY ROOF DRAIN

EP EPOXY PAINT

ENGR ENGINEER

EQUIP EQUIPMENT

EQ EQUAL

EXIST EXISTING

EXP EXPANSION / EXPOSED

EJ (EXP JT) EXPANSION JOINT

EXP TO EXPOSED TO STRUCTURE

STRUCT

EXT EXTERIOR

ETD ESTIMATED TRAVEL DISTANCE

FAC FACTORY

FDC FIRE DEPARTMENT CONNECTION

FT FEET

FE FIRE EXTINGUISHER

FIN FINISH

FP FLAT PAINT

FF FINISHED FLOOR

FLR FLOOR

FD FLOOR DRAIN

FLUOR FLUORESCENT

FTG FOOTING

FDN FOUNDATION

FV FIELD VERIFY

GA GAGE OR GAUGE

GALV GALVANIZED

GBF GYPSUM BOARD FURRING

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

GP GLOSSY PAINT

GL GLASS

GOVT GOVERNMENT

GYP GYPSUM

GYP BD GYPSUM BOARD

(GWB)

HKS HOOKS

HR HANDRAIL

HDW HARDWARE

HT HEIGHT

H HIGH

HP HIGH POINT

HM HOLLOW METAL

HORIZ HORIZONTAL

HB HOSE BIBB

HVAC HEATING VENTILATION & AIR

CONDITIONING

IBC INTERNATIONAL BUILDING

CODE

ID INSIDE DIAMETER

IN INCH

INSUL INSULATION

INT INTERIOR

IRC INTERNATIONAL RESIDENTIAL

CODE

JT JOINT

JST JOIST

KP KICK PLATE

LAM LAMINATE

LDG LANDING

LAV LAVATORY

LH LEFT HAND

LHR LEFT HAND REVERSE

LT LIGHT

LTG LIGHTING

LONG LONGITUDINAL

LVR LOUVER

LP LOW POINT

MAS MASONRY

MO MASONRY OPENING

MGR MANAGER

MFR MANUFACTURER

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MTL METAL

MWP METAL WALL PANEL

MIN MINIMUM

MISC MISCELLANEOUS

N.I.C. NOT IN CONTRACT

No. (#) NUMBER

NTS NOT TO SCALE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

OC ON CENTER

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFGI OWNER FURNISHED

GOVERNMENT INSTALLED

OH OPPOSITE HAND

OPNG OPENING

OW OPEN WEB

OPP OPPOSITE

OD OUTSIDE DIAMETER

OSHA OCCUPATIONAL SAFETY AND

HEALTH ACT

OVHD OVERHEAD

PDU POWER DISTRIBUTION UNIT

PT PAINT OR PRESSURE TREATED

PR PAIR

PNL PANEL

PART PARTITION

PLAS PLASTER OR PLASTIC

PL PLATE

PLYWD PLYWOOD

LBS OR # POUNDS

PSF POUNDS / SQUARE FOOT

PSI POUNDS / SQUARE INCH

PMJF PRE-MOLDED JOINT FILLER

PRE-FAB PREFABRICATED

QT QUARRY TILE

REF REFERENCE

REINF REINFORCEMENT

REQ'D REQUIRED

REV REVISIONS / REVISED

RD ROOF DRAIN

RDO ROOF DRAIN OVERFLOW

RHR RIGHT HAND REVERSE

RM ROOM

RO ROUGH OPENING

RB RUBBER BASE

SC SEALED CONCRETE

SCW SOLID CORE WOOD

SCHED SCHEDULE

SECT SECTION

SGP SEMI-GLOSS PAINT

SHT MET SHEET METAL

SHGC SOLAR HEAT GAIN COEFFICIENT

SIM SIMILAR

STC SOUND TRANSMISSION CLASS

SPEC(S) SPECIFICATION

SFRM SPRAYED FIRE RESISTIVE MATERIAL

SQ SQUARE

ST STORM

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

TIOL / TLT TOILET

TEL TELEPHONE

THK THICK

T'HOLD THRESHOLD

TG TEMPERED GLASS

T.O. TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE

T/C TOP OF CURB

TOS TOP OF STEEL

T/W TOP OF WALL

TU TOUCH-UP

TYP. TYPICAL

UFC UNIFIED FACILITIES CRITERIA

UL UNDERWRITERS LABORATORIES

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

USAG-RI UNITED STATES ARMY GARRISON, ROCK

ISLAND

VERT VERTICAL

VEST VESTIBULE

VCT VINYL COMPOSITION TILE

VCB VINYL COVE BASE

VTR VENT THRU ROOF

W WIDTH

W/ WITH

WC WATER CLOSET

WCO WALL CLEAN OUT

WD WOOD

WNDO WINDOW

W/O WITHOUT

WRGB WATER RESISTANT GYPSUM BOARD

WS WEATHERSTRIPPING

WRO WINDOW ROUGH OPENING

YR YARD

VIEW TITLES

TRUE N

PLAN

NORTH

XXX

X# X-###

SCALE

VIEW TITLEA3

X-###DWG. NO. WHERE

ELEVATION IS DRAWN

ELEVATION

NUMBER

DWG. NO. WHERE

ELEVATION IS DRAWN

DWG. NO. WHERE

SECTION IS DRAWN

SECTION

NUMBER

G-

3, /2 /2

Appendix B

C.01

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N O

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1 2 3 4 5 6 7 8 9 10

HORIZONTAL CONTROL - NAD 83

POINT #

NORTHING

1768673.6826

1768686.6426

EASTING

2191706.3366

2192062.3659

ELEVATION

571.65

571.88

DESCRIPTION

MAG NAIL

CONTROL POINTS WERE ESTABLISHED USING THE NAD83 ILLINOIS STATE PLANE,

WEST ZONE, US FOOT (IL83-WF).

HANDHOLE (SINGLE/ DOUBLE)

POWER POLE

STORM MANHOLE

HYDRANT

WATER VALVE

GAS VALVE

STORM INLET

LIGHT POLE

SIGN

L E G E N D

ELECTRIC PEDESTAL/TRANSFORMER

TELEPHONE PEDESTAL

SOIL BORING HOLE

OE OE OE OE

E E E E

GAS GAS

COMM COMM

FOC FOC FOC FOC

CHAIN LINK FENCE

OVERHEAD ELECTRIC

GAS LINE

UNDGRND ELECTRIC

GUARD RAIL

SANITARY/STORM CLEANOUT

TELEPHONE LINE

FIBER OPTIC CABLE

MAIL BOX

AIR CONDITIONING UNIT

ELECTRIC MANHOLE

TELEPHONE MANHOLE

UTILITY MANHOLE

CONIFER TREE

DECIDUOUS TREE

BUSH/SHRUB

CONTROL POINT

UNKNOWN MANHOLE

WELL

FLAGPOLE

POST/BOLLARD

TREE LINE

DOWNSPOUT - ABOVE GROUND

GAS METER

BENCHMARK

ELECTRIC METER

W W W W

FORCE MAIN

SANITARY SEWER

STORM SEWER

WATER LINE

TRACKS

UT UT UT UT UTILITY LINE

POWER POLE W/ LIGHT

POWER POLE W/ METER

LINE CONTINUATION

CONTOUR

SANITARY MANHOLE

STORM INLET

UTILITY MARKER

ADA STALL

PIV

POST INDICATOR VALVE

B BOLLARD

Note:

The 2025 Statewide Urban Design and Specifications (SUDAS) shall apply to construction on the civil portion (C Sheets) of the project.

The SUDAS design specfications may be download at https://iowasudas.org/manuals/specifications-manual/

Appendix B

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text 6"

AutoCAD SHX Text U

AutoCAD SHX Text G

AutoCAD SHX Text 12"

AutoCAD SHX Text H

C.02

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1 2 3 4 5 6 7 8 9 10

C.03

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1 2 3 4 5 6 7 8 9 10

C.04

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2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

1.) THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 2025 EDITION OF THE IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS PROGRAM (SUDAS) UNLESS OTHERWISE NOTED.

2.) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING UTILITIES AND

PAVED STREETS, INCLUDING ANY NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL

VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER AND

DEPARTMENT OF PUBLIC WORKS IF ANY CONFLICTS WITH THE DRAWINGS OCCUR. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY TRENCHING AND GRADING OPERATIONS SHALL BE REPAIRED AT THE

CONTRACTOR'S EXPENSE. EXISTING UTILITY LOCATIONS SHOWN ON THE DRAWINGS ARE

APPROXIMATE. IT IS POSSIBLE THAT THERE ARE OTHER UTILITIES WHOSE EXISTENCE IS PRESENTLY NOT KNOWN OR SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TYPE AND LOCATION OF UNDERGROUND UTILITIES AND TO AVOID DAMAGE THERETO. MINOR CONFLICT WITH UNDERGROUND UTILITIES THAT ARE ABANDONED BUT NOT REMOVED BY THE OWNER OF THE

UTILITY SHALL BE REMOVED AS NECESSARY FOR THE CONSTRUCTION OF THE PROJECT BY THE

CONTRACTOR. REMOVAL SHALL BE INCIDENTAL TO THE JOB AND SHALL NOT ENTITLE THE

CONTRACTOR TO ANY EXTRA COMPENSATION.

3.) THE DEPARTMENT OF PUBLIC WORKS SHALL HAVE ACCESS TO THE PROJECT FOR CONSTRUCTION

AND TO MAKE EXTENSIONS OR ADJUSTMENTS OF SERVICES.

4.) ALL UNSUITABLE MATERIAL, CONSTRUCTION DEBRIS RESULTING FROM CONSTRUCTION OPERATIONS SHALL BE PROPERLY DISPOSED OF OFF-SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL

GUIDELINES.

5.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE WASTE AREAS OR DISPOSAL SITES

FOR EXCESS OR UNDESIRABLE MATERIAL, WHICH IS NOT TO BE INCORPORATED IN THE WORK

INVOLVED IN THIS PROJECT. NO PAYMENT FOR OVERHAUL WILL BE ALLOWED FOR MATERIAL HAULED

TO THESE SITES.

6.) THE CONTRACTOR SHALL PREVENT SILT AND DEBRIS FROM ENTERING STORM SEWERS AND

CULVERTS AND SHALL REMOVED ANY SUCH MATERIAL THAT ENTERS THEM.

7.) CARE SHALL BE TAKEN TO PREVENT STORM WATER FROM UNDERMINING THE PAVEMENT DURING

CONSTRUCTION. IF AREAS BECOME UNDERMINED, THEY SHALL BE REPAIRED IN A MANNER

ACCEPTABLE TO THE ENGINEER/C.O.R. REPRESENTATIVE. PRESSURE GROUTING MAY BE REQUIRED.

8.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ADJACENT STREETS FREE FROM

EXCESSIVE BUILD-UP OF SOIL AND/OR GRANULAR MATERIAL FROM THE PROJECT. THE CONTRACTOR SHALL CLEAN EXCESS SOIL AND OTHER MATERIAL FROM THE ADJACENT STREETS AS REQUIRED BY

THE ENGINEER/C.O.R. REPRESENTATIVE. ANY DAMAGE DONE TO EXISTING STREETS SHALL BE

REPAIRED AT THE CONTRACTOR'S EXPENSE.

9.) THE CONTRACTOR SHALL TAKE MEASURES TO PREVENT THE SPREAD OF DUST FROM THE

CONSTRUCTION AREAS AND HAUL ROUTES, WHICH INCLUDE THE APPLICATION OF WATER AS

DIRECTED BY THE ENGINEER/C.O.R. REPRESENTATIVE. THIS WORK SHALL BE CONSIDERED

INCIDENTAL TO EARTH EXCAVATION.

10.) WHEN NOT INITIATED AT AN EXISTING JOINT, REMOVAL OF EXISTING CONCRETE PAVEMENT, ASPHALT

OR CONCRETE DRIVES AND SIDEWALKS SHALL BE INITIATED WITH FULL DEPTH SAW CUTS,

EXERCISING EXTREME CARE TO AVOID SURFACE BREAKS AND SPALLING. IF SURFACE BREAKS OR SPALLING OCCUR, ADDITIONAL REMOVAL AND REPLACEMENT SHALL BE MADE AT THE CONTRACTOR'S

EXPENSE. THE COST OF SAW CUTS SHALL BE CONSIDERED INCIDENTAL TO THE COST OF

CONSTRUCTION.

11.) ALL CONCRETE SHALL UTILIZE A SUDAS MIX DESIGN AND HAVE A COMPRESSIVE

STRENGTH OF 3,500 PSI AT 14 DAYS AND 4,000 PSI AT 28 DAYS.

12.) THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY DISCREPANCIES

ARE ENCOUNTERED BETWEEN THE PLANS AND SPECIFICATIONS AND THE EXISTING

FIELD CONDITIONS. WORK WARRANTING A CHANGE IN SCOPE SHALL BE SUBMITTED TO

THE C.O.R. WITHIN 30 DAYS OF NOTICE OR THE CONTRACTOR WILL FORFEIT RIGHTS TO

COMPENSATION FOR THE WORK.

13.) PUMPING GROUND WATER AND/OR STORM WATER FROM OPEN TRENCHES SHALL BE

CONSIDERED INCIDENTAL TO THE CONTRACT.

14.) CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE

CONTRACTOR, SURVEY CREW AND COMPANY SHALL BE CONSIDERED COMPETENT AND

RESPONSIBLE FOR REPORTING ANY DISCREPANCIES OR UNFORESEEN PROJECT

ERRORS BEFORE AND DURING CONSTRUCTION STAKING TO ENSURE BLUNDERS AND

MISINFORMATION IS NOT CONSTRUCTED IN THE FIELD. IF AN APPARENT ERROR IN THE

DESIGN IS DISCOVERED DURING CONSTRUCTION STAKING OF THE PROJECT, THE

CONTRACTOR, SURVEY CREW AND COMPANY SHALL CEASE CONSTRUCTION AND

REPORT IT TO DPW IMMEDIATELY SO THE ERROR MAY BE CORRECTED AS SOON AS

POSSIBLE. ANY LOST WORK TIME, LABOR OR EQUIPMENT FEE WILL NOT BE PAID DURING

WORK STOPPAGE DUE TO UNFORESEEN ERROR.

15.) ACCESS TO BUILDING 301 (QUARTERS 1) MUST BE MAINTAINED DURING THE ENTIRE

PROJECT.

16.) ALL EXISTING STORM AND SANITARY INFORMATION SHALL BE CONSIDERED A

REFERENCE AND IS THE RESPONSIBILITY OF THE CONTRACTOR VERIFY IN THE FIELD

PRIOR TO CONSTRUCTION.

17.) THE CONTRACTING AUTHORITY RESERVES THE RIGHT TO KEEP ANY/ALL REMOVED

MATERIAL THAT INCLUDES BUT IS NOT LIMITED TO MANHOLES AND STORM SEWER PIPE.

IF THE CONTRACTING AUTHORITY ELECTS NOT TO KEEP REMOVED MATERIAL, THE

MATERIAL BECOMES THE PROPERTY OF THE CONTRACTOR AND IS RESPONSIBLE FOR

THE DISPOSAL/REMOVAL FROM THE PROJECT.

18.) ALL PRECAST STORM SEWER SHALL COMPLY WITH ASTM C 478 AND NO ADDITIONAL

COMPENSATION WILL BE MADE FOR CORING INTO THE STRUCTURE DUE TO MINOR FILED

ADJUSTMENTS OR INLET AND OUTLET PIPES AND SUBDRAINS.

19.) MANHOLE CASTINGS SHALL BE 2 PIECE FIXED CASTINGS. THE USE OF 3 PIECE CASTINGS

FOR STORM SEWER MANHOLES MAYBE ALLOWED WITH APPROVAL OF THE

GOVERNMENT. ALL CASTINGS SHALL COMPLY WITH SUDAS FIGURES SW-601 AND

SW-602.

20.) THE 2025 STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) SHALL APPLY TO

CONSTRUCTION ON THIS PROJECT THE SUDAS DESIGN SPECFICATIONS MAY BE

DOWNLOAD AT https://iowasudas.org/manuals/specifications-manual/

GENERAL NOTES

CP-1

GAS

U E

UE UE UE UE UE

COMM COMM COMM

RIM=572.06

INV=561.18 (N)

INV=567.00 (NE) 1ST FLOOR SAN

INV=564.43 (SE) 2ND FLOOR

INV=561.17 (S) OUTFALL

RIM=572.10

INV=561.42 (N) PLUGGED

INV=566.80 (NE)

INV=561.85 (E) PLUGGED

INV=561.27 (S) OUTFALL

RIM=572.06

INV=562.87 (NE)

INV=562.86 (S)

INV=562.91 (NW) OUTFALL

6'' CI <<

6'' CI << 6'' CI << 6'' CI << 6'' CI << 6'' CI << 6'' CI << 6'' CI <<

12'' VC >>

4'' CI <<

12'' VC <<

12'' VC << ST

6' ' C

I <

6' ' C

I <

6' ' C

I <

6' ' C

I <

6' ' C

I <

6' ' C

I <

6' ' C

I <

6' ' C

I <

6' ' C

I <

8'' VC >> 8'' VC >> 8'' VC >> 8'' VC >> 8'' VC >> 8'' VC >>

8'' VC >> 8'' VC >> 8'' VC >> 8'' VC >>

STRM << STRM <<

M M

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2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

EX HMA DRIVEWAY

44.55'

85.14'

RMV EX STRM MH,

1 EA

RMV EX STRM MH,

1 EA

RMV EX STRM MH,

1 EA

RMV EX 6" CI SAN SWR,

68.1 LFRMV EX HMA DRIVEWAY,

221.3 SY

RMV EX 12" VC SAN SWR,

19.6 LF

RMV EX 4" CI STRM SWR,

16.8 LF

ABANDON & PLUG EX. 4" CI STRM SWR,

1 EA

RMV EX 12" VC SAN SWR,

25.2 LF

RMV EX. 8" VC SAN SWR,

26.2 LF

ABANDON & PLUG EX. 8" VC STRM SWR,

1 EA

EX GARAGE

RMV EX 6" CI SAN SWR,

30.9 LF

P .C .C S

RMV EX 12"VC SAN SWR,

10.1' LF

RMV EX P.C.C. SIDEWALK,

22.9 SY

RMV 12" VC (ABAND.) STRM SWR,

69.0 LF

RMV EX 10" CI STRM SWR,

13.2 LF

SEE NOTE #1

NOTES:

1.) THE EXISTING STORM SEWER SHALL BE

REMOVED UP TO THE FACE OF THE BUILDING

AND THE EXISTING PIPE GOING INTO THE

HOUSE SHALL BE PLUGGED.

RMV EX 6" CI STRM SWR

6.5 LF

SEE NOTE #1

EX GRASS AREA

18.9'

REMOVE EX. 18.9 X 3.0' SIDEWALK,

6.3 SY

W E

Feet 0 5 10

RMV EX 6" CI STMR SWR

26.6 LF

CP-1

GAS

GAS UE

U E

UE UE UE UE UE

COMM COMM COMM

12'' VC >>

4'' CI <<

8'' VC >> 8'' VC >> 8'' VC >> 8'' VC >> 8'' VC >> 8'' VC >>

M M

PROP SW-301 - 48 IN

RIM=571.75

INV=561.10 (E)

INV=561.00 (S)

INV=561.10 (N)

PROP. 59.9 LF - 4" PVC @ 2.04%

PROP. 44.2 LF - 6" PVC @ 12.81%

PROP. 8.0 LF - 4" PVC @ 2.00%

(22) - PROP SW-401 48 INCH

RIM=572.47

INV=568.68 (S)

INV=567.27 (N)

INV=568.77 (E)

PROP. 9.3 LF - 6" PVC @ 2.00%

M M

0BP: 10+00.00

PROP. 7.2 LF - 4" PVC @ 2.00%

C.06

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1 2 3 4 5 6 7 8 9 10

EX HMA DRIVEWAY

EX GARAGE

P .C .C S

NOTE:

1.) THE CONTOURS ELEVATIONS ARE IN REFERENCE TO THE

EXISTING GRADE PRIOR TO CONSTRUCTION.

2.) ALL DISTURBED GREEN SPACE AREAS SHALL RECEIVE

HYDRO SEED, MULCH AND FERTILIZER.

3.) THE EXISTING LANDSCAPE ROCK AREA ADJACENT TO THE

HOUSE AND GARAGE SHALL RECEIVE 6" OF TOPSOIL. A

QUANTITY OF 8 CY HAS BEEN ADDED TO THE QUANTITY

TAKE OFF TO ACCOUNT FOR THIS AREA.

4.) THE PIPE RUNS COMING OUT OF THE BUILDING SHOULD BE

CONSIDERED A GUIDE. THE PIPE SLOPE MAY VARY IN THE

FIELD.

PLACE DRIVEWAY STONE

4" DEPTH,

135.5 SY

CP MAG NAIL

N:1768673.68 E:2191706.34

ELEV:571.65

PLACE "IN-LINE" TYPE A-2 CLEANOUT

SEE SUDAS FIGURE 4040.232 FOR SPECIFIC DETAILS,

1 EA

MAKE APPROPRIATE CONNECTION

TO EXISTING SANITARY SEWER

1 EA

MAKE APPROPRIATE CONNECTION

TO EXISTING SANITARY SEWER

1 EA

MAKE APPROPRIATE STORM

SEWER CONNECTION TO

PROPOSED STORM SEWER,

1 EA

MAKE APPROPRIATE STORM

SEWER CONNECTION TO

PROPOSED STORM SEWER,

1 EA

PROP 6" P.C.C. SIDEWALK, W/ 6"X6" WWF

6" MODIFIED SUBBASE,

6.3 SY

44.55'

85.14'

W E

Feet 0 5 10

UE UE UE UE UE

M M

COMM COMM COMM COMM COMM COMM COMM COMM COMM

(18) - PROP SW-401 48 INCH

RIM=572.20

INV=566.53 (S)

INV=566.43 (W)

PROP. 8.0 LF - 4" PVC @ 2.00%

(20) - PROP SW-401 48 INCH

RIM=572.00

INV=565.96 (E)

INV=565.96 (NW)

(22) - PROP SW-401 48 INCH

RIM=572.47

INV=568.68 (S)

INV=567.27 (N)

INV=568.77 (E)

PROP. 9.3 LF - 6" PVC @ 2.00%

M M

COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM

COMM

11+00

11+60

BP: 10+00.00

PI: 10+44.44

PI: 10+90.92

EP: 1

1+59.73

PROP. 46.5 LF - 10" PVC @ 1.02%

PROP. 57.1 LF - 10" PVC @ 0.97%

PROP. 37.3 LF - 8" PVC @ 2.00%

PROP. 7.2 LF - 4" PVC @ 2.00%

C.07

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1 2 3 4 5 6 7 8 9 10

EX GARAGE

P .C .C S

NOTE:

1.) THE CONTOURS ELEVATIONS ARE IN REFERENCE TO THE

EXISTING GRADE PRIOR TO CONSTRUCTION.

2.) ALL DISTURBED GREEN SPACE AREAS SHALL RECEIVE

HYDRO SEED, MULCH AND FERTILIZER.

H M A

PLACE 10" CMP F.E.S.

INV=565.41'

PLACE CLASS E RIP RAP,

4.25' X 3.00' X 1.00'

1 TON

W E Feet 0 5 10

PLUG EX. 12" VC STRM SWR

1. THE CONTRACTOR IS RESPONSIBLE FOR DESIGNING, FURNISHING, PLACING AND MAINTAINING ALL TEMPORARY

SUPPORT, BRACING, FORMWORK, AND OTHER SUPPORTS REQUIRED BY WORK.

2. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY SAFEGUARDS TO PROTECT PUBLIC SAFETY AND

ADJOINING PROPERTIES.

3. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, COUNTY AND MUNICIPAL LAWS, ORDINANCES AND

REGULATIONS.

CONCRETE NOTES

1. ALL DECK CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4500 PSI, REFER TO SPECIFICATION 03 30 00.

2. ALL CONCRETE GROUT TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF

2000 PSI, REFER TO SPECIFICATION 03 30 00.

STEEL NOTES

1. ALL STRUCTURAL W-SECTION STEEL IS A992, UNLESS NOTED OTHERWISE.

ALL STRUCTURAL ANGLE STEEL IS A36, UNLESS NOTED OTHERWISE.

ALL REBAR STEEL IS A615, UNLESS NOTED OTHERWISE.

2. REMOVE DETERIORATED STEEL STRUCTURE ABOVE AFTER THE PATIO SLAB AND STEEL DECKING HAS BEEN

REMOVED.

3. ALL STRUCTURAL STEEL TO BE PAINTED, ONLY EXCEPTION ARE SURFACES OF STEEL COVER BY CONCRETE EITHER

FROM EMBEDMENT OR ENCASEMENT.

4. ALL WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1. WORKMANSHIP AND TECHNIQUE SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODES. WELD PROCEDURES SPECIFICATIONS (WPS), PROCEDURE QUALIFICATION RECORDS (PQR) AND WELDING PERFORMANCE QUALIFICATIONS RECORDS (WPQR) SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 05 50 14 BEFORE WELDING COMMENCES. SEE

SPECIFICATIONS.

5. WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AMERICAN WELDING SOCIETY AND INDICATE ONLY SIZE

AND TYPE OF WELD REQUIRED.

E1 S-303

A4 S-301

E1 S-301

E1 S-302

A1 S-301

3'=1'-0"

PLAN VIEWA1

6'-0"5'-0"5'-0"5'-0"6'-0"4'-10"5'-8"5'-6"

W8X10 CONCRETE INCASED DECK BEAMS BUILT-UP VARIABLE DEPTH DECK BEAMS

BASEMENT STAIRS

1'-0"

2'-0"

2'- 9"

4'- 3"

3'-0"

1'- 8"

3'- 21 2"

5'-8"

6'- 91 2"

7'- 31 2"

28'-0"

5'-4"23'-8"

6'- 0"

'-0

5'-9"

38'-3"

26'-0"

1'-8"1'-8"

1'- 8"

EXISTING

INTERIOR WALL

BASEMENT

ENTRY

SUSPENDED DECKBASEMENT RETAINING WALL

CANTILEVER RETAINING WALL (TYP)

BASEMENT RETAINING

WALL FOOTING

BASEMENT RETAINING

WALL FOOTING

BASEMENT

RETAINING WALL

***CANTILEVER RETAINING WALL FOOTING (TYP)

CANTILEVER RETAINING WALL

CANTILEVER RETAINING

WALL FOOTING

NOTE:

***AT ALL FOOTING JUNCTIONS, CONTINUE

TRANSVERSE FOOTING REINFORCEMENT BY SPLICING

A #4 STRAIGHT BAR WITH 2'-0" MINIMUM LAP LENGTH.

K D

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G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-3

X-

B Y:

D . S

N O

D R

B Y:

D . S

N O

D B

. K O

I, D

R O

W O

, C H

O F

C K

N D

A R

(B U

C H

D B

D O

PRELIMINARY2

EXISTING

EXTERIOR WALL

S-101

BUILT-UP TEE SECTION

EXISTING WALLEXISTING W8X18

* 3 12" THICK COMPOSITE DECK SHALL BE ALLOWED TO

CURE FOR A MINIMUM OF 7 DAYS PRIOR TO ADDING

TOPPING CONCRETE.

** FIELD CUT 3 8" FROM BOTTOM OF BUILT-UP TEE WEB

STARTING FROM END OF THE EXISTING W8X18 TO END OF

BUILT-UP TEE. ADD AND CENTER A 51

4"X3

8" BEARING PLATE

ALONG THE CUT LENGTH. WELD BEARING PLATE TO

BUILT-UP TEE.

5'=1'-0"

EXTERIOR WALL DECKING SUPPORT DETAILA1

31 2"

L4X3X1

4 END BRACING

TOPPING CONCRETE *

WATERPROOFING MEMBRANE

COMPOSITE SLAB *

2VLI DECK-36-20GAGE

#3 @ 12" C/C

TYP

4"X3

8" BEARING PLATE**

21 2"

8" THICK LINTEL

OVER WINDOW

FIELD

DIMENSION

4"X2" CONCRETE

STUDS @ 12" C/C

A6 S-301

A9 S-301

DECK SLOPE AT 1:64

3/4"=1'-0"

PATIO DECK ELEVATIONE1

END BUILT-UP TEE

AT FACE OF WALL

EXISTING W8X18 DECK BEAM

EXISTING INTERIOR WALLS EXISTING EXTERIOR STONE WALLS

COMPOSITE DECK W/

WATERPROOFING MEMBRANE

GROUT AFTER BUILT-UP TEE

INSTALLATION

TOPPING CONCRETE * A1

S-301

5'=1'-0"

DECK BEAM END SECTION OVER EXTERIOR WALLA6

BUILT-UP

TEE TO

EXISTING BEAM

W8X18

BUILT-UP TEE

L4X3X1

4 END BRACING

TYP

4"X3

8" BEARING

PLATE**

5'=1'-0"

DECK BEAM SECTION OVER INTERIOR WALLA9

BUILT-UP TEE

GROUT AFTER BUILT-UP TEE

INSTALLATION

INTERIOR WALL

W8X18

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-3

X-

B Y:

D . S

N O

D R

B Y:

D . S

N O

D B

. K O

I, D

R O

W O

, C H

O F

C K

N D

A R

(B U

C H

D B

D O

PRELIMINARY2

S-301

U C

5'=1'-0"

INCASED DECK BEAM WALL POCKETA1

31 2"

1"1"

WATERPROOFING MEMBRANE

TOPPING CONCRETE

W8X10

2VLI DECK-36-20GAGE

EXISTING STONE WALL

DRY PACK GROUT

CAST-IN-PLACE

CEMENT GROUT

A8 S-302

1"=10'-0"

BASEMENT ENTRY DOORA4

4" MIN.

1 4"

U W

L A

2" CL

1'-0"

1'- 0"

INCASED W8X10 DECK BEAM

#4 STRAIGHT BAR

W/ #3 HOOKED BARS

#4 STRAIGHT BAR

4'=1'-0"

BASEMENT WALL REINFORCMENTA8

2" CL

2-#4

A1 S-302

BEAM SLOPE AT 1:64

6'=1'-0"

BASEMENT ENTRY PATIO DECK ELEVATION E1

1" ALL AROUND (TYP)

TYP MINIMUM

BEARING LENGTH

INTO STONE WALL

INCASED W8X10 DECK

BEAM

WALL POCKET

DRY PACK GROUT

CAST-IN-PLACE

CEMENT GROUT

WATERPROOFING MEMBRANE

(SEE ARCHITECTURAL DRAWINGS)

SET AND SHORE DECKING BEAMS IN PLACE PRIOR

TO CASTING CONCRETE WALL

NEW CONCRETE WALL

EXISTING WALL

LIMESTONE VENEER (TYP)

(SEE ARCHITECTURAL DRAWINGS

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-3

X-

B Y:

D . S

N O

D R

B Y:

D . S

N O

D B

. K O

I, D

R O

W O

, C H

O F

C K

N D

A R

(B U

C H

D B

D O

PRELIMINARY2

S-302

U C

S-303

*** DECK SLAB SHALL BE CAST AND CURED PRIOR TO

BACKFILLING BEHIND BASEMENT RETAINING WALL.

1/2"=1'-0"

ENTRY STAIR - SECTIONE1

A6 S-304

A3 S-303

S-303

EXISTING WALL

INCASE DECK BEAM

COMPACTED AGGREGATE (TYP)

SUSPENDED SLAB***DECK SLAB RAMP SLAB

***DECK SLAB

LIMESTONE VENEER (TYP)

(SEE ARCHITECTURAL DRAWINGS)

CANTILEVER RETAINING WALL CANTILEVER RETAINING WALL

BASEMENT

RETAINING WALL

S-304 A1

S-304

6'=1'-0"

BASEMENT RETAINING WALL DETAILSA1

BEDROCK

COMPACTED

SOIL

COMPACTED

AGGREGATE

11 2"

R (T

1'- 0"

CLR.

3" CL

2" CL

#4 S

" O

1'-8"

#5 SPA. @ 6" C/C

#5 @ 6" C/C

SUSPENDED SLABDECK SLAB

EL. ±88'-0"

TOP OF

FOOTING

EL. ±87'-0"

6-#4 @ 6" C/C

BASE TRANSVERSE

REINFORCEMENT

1-1/2"=1'-0"

CANTILEVER RETAINING WALL DETAILSA3

COMPACTED SOIL

COMPACTED

AGGREGATE

**** FILL COVER SOIL DEPTH ON

BOTH SIDE OF CANTILEVER

RETAINING WALLS PRIOR TO

FILLING RETAINING DEPTH.

11 2"

R (T

1'- 0"

3" CL

2" CL

CLR.

3'- 6"

* C

" C

VARIES

(SEE PLAN VIEW FOR FOOTING WIDTH)

#4 @ 12" C/C

BASE TRANSVERSE

REINFORCEMENT

( QUANTITY OF BARS

BASED ON WIDTH

OF BASE)

#5 @ 12" C/C

RAMP SLAB

COMPACTED

AGGREGATE

TYP.

#5 SPA. @ 6" C/C

A7 S-303

3"=1'-0"

SUSPENDED SLAB REINFORCEMENTC7

6'-0"

7-#5 STRAIGHT BARS @ 12" C/C

6'-10"

SUSPENDED SLAB

2'- 0"

2'-0" MIN. SPLICE

1-1/2"=1'-0"

SUSPENDED SLAB REINFORCEMENT - SECTIONA7

2'- 0"

PATIO RAMP

RETAINING WALL

BASEMENT

RETAINING WALL

#5 @ 12"

SUSPENDED SLAB

COMPOSITE

SLAB

CANTILEVER

RETAINING WALL

REINFORCEMENT

TYP.

#5 BENT

BAR @ 12"

#5 BENT BAR @ 12"

BASEMENT

RETAINING WALL

REINFORCEMENT

TYP.

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-3

X-

B Y:

D . S

N O

D R

B Y:

D . S

N O

D B

. K O

I, D

R O

W O

, C H

O F

C K

N D

A R

(B U

C H

D B

D O

PRELIMINARY2

S-303

U C

CLR.

5 - #3 STRAIGHT BARS EQ. SPA.

3'-0" MIN. LAP SPLICE #3 STRAIGHT BAR @ 18" C/C

4'=1'-0"

TYPICAL RAMP SLAB - SECTIONE1

COMPACTED

AGGREGATE

COMPACTED

SOIL

CANTILEVER

RETAINING

WALL

COMPACTED

AGGREGATE

COMPACTED

SOIL

CANTILEVER

RETAINING

WALL

RAMP SLAB

2" CL

MIN. LAP SPLICE 2'-0"

RAMP SLAB REINFORCING (TYP)

#3 BENT

BAR W/ RAMP SLAB

REINFORCING

STRAIGHT BARS EQUALLY SPACED

5-#3 BARS @ RAMP

6-#3 BARS @ BASEMENT

(MINIMUM LAP SPLICE 3'-0")

#3 SPA. @ 12" C/C

3"=1'-0"

TOP OF RAMP STAIR DETAILSA1

RETAINING WALL

REINFORCEMENT

TYP.

LIC

E 1'-

#3 BENT BAR W/ STAIR REINFORCING

STRAIGHT BAR EQUALLY SPACED

5-#3 BARS @ RAMP

6-#3 BARS @ BASEMENT

(MINIMUM LAP SPLICE 3'-0")

#3 SPA. @ 12" C/C

MIN. LAP SPLICE 2'-0"

3"=1'-0"

TYPICAL STAIR SLAB TO RETAINING WALL DETAILA6

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-3

X-

B Y:

D . S

N O

D R

B Y:

D . S

N O

D B

. K O

I, D

R O

W O

, C H

O F

C K

N D

A R

(B U

C H

D B

D O

PRELIMINARY2

S-304

U C

C9 S-501

6"=1'-0"

BUILT-UP TEE BEAM ( 6 TOTAL)C1 6"=1'-0"

BUILT-UP TEE BEAM - SECTIONC9

61 4"

27'-2"

13 16

N 13 16

X 61 4""

3 8"

4"3 8"

FIELD DIMENSION

TYP

4"⅊

BEARING

PLATE

BEARING PLATE

TYP

A9 S-501

1'=5'-0"

W8X10 DECK BEAM (3 TOTAL)A1 1'=5'-0"

W8X10 DECK BEAMS - SECTIONA9

8'-6"

W8X10

E9 S-501

5'=1'-0"

BUILT-UP DECK BEAMS END BRACING ANGLE (1 TOTAL)E1 5'=1'-0"

END BRACING ANGLE - SECTIONE9

28'-8"

L4X3X1

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-3

X-

B Y:

D . S

N O

D R

B Y:

D . S

N O

D B

. K O

I, D

R O

W O

, C H

O F

C K

N D

A R

(B U

C H

D B

D O

PRELIMINARY2

S-501

U C

SHEET NOTES

1. ITEMS STORED IN THE ROOM UNDER THE PATIO SLAB TO REMAIN, OR BE

RELOCATED BY THE CONTRACTOR TO AN AREA OF THE BASEMENT AS

DIRECTED BY THE COR.

KEY NOTES

1. REMOVE EXISTING MANHOLES - SEE CIVIL

2. REMOVE WOODEN STRUCTURE, DOOR, AND WINDOW

3. REMOVE AND REINSTALL CANOPY COLUMNS AS NECESSARY TO PERFORM

WORK. SUPPORT CANOPY ABOVE WHILE COLUMNS ARE REMOVED

4. REMOVE EXISTING RAILING

5. REMOVE CONCRETE PATIO SLAB AND METAL DECK

6. APPROXIMATE LIMITS OF EXCAVATION - SEE CIVIL

7. REMOVE DETERIORATED STEEL STRUCTURE ABOVE AFTER THE PATIO SLAB

AND STEEL DECKING HAS BEEN REMOVED

8. REMOVE BASEMENT WALL AND DOOR

9. REMOVE EXISTING MASONRY WALL AND FOOTING

10. REMOVE CONCRETE STAIRS AND FOOTINGS

11. REMOVE BASEMENT FLOOR TO ALLOW FOR THE INSTALLATION OF NEW SUMP

PIT, STORM SEWER PIPE, AND DOWNSPOUT CONNECTIONS

12. MODIFY DOOR, INSULATION AND PLYWOOD VENEER AS NECESSARY TO

ACCOMMODATE NEW DRAIN PIPE - SEE PLUMBING

13. DEMO WOOD PARTITIONS, DOOR, FLOOR, AND STEPS

WEST BASEMENT WALL1

WEST BASEMENT WALL2

5'-0"±

3' -0

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-3

4/ 2/

N U

D R

B Y:

D B

. K O

I, D

R O

W O

, C H

O F

C K

N D

A R

(B U

C H

D B

PRELIMINARY2

AD-101

R D

O P

1/4" = 1'-0"

BASEMENT DEMO PLANA4

1/4" = 1'-0"

FIRST FLOOR DEMO PLAND1

E N

PLAN

NORTH

E N

PLAN

NORTH

-1

, 4

/2 /2

A. SLOPE STAIR TREADS TOWARD NOSING AT 1:48

B. RISERS IN EACH STAIR RUN TO BE EQUAL HEIGHT

C. SLOPE GRADE AWAY FROM STRUCTURE

D. TREAD MOUNTED POSTS TO BE CENTERED FROM FACE OF NOSING TO FACE OF

NOSING

KEY NOTES

1. EXISTING STEEL STRUCTURE ABOVE. SANDBLAST TO BARE METAL, REPAIR

RUST DAMAGED AREAS, PAINT WITH ZINC RICH PRIMER

2. DOWNSPOUT CONNECTION TO STORM DRAIN, SEE PLUMBING PLANS

3. INFILL MASONRY OPENING WITH 6" STEEL STUD PARTITION WITH 5/8"

MOLD-RESISTANT GYPSUM BOARD ON EACH SIDE, FILL CAVITY WITH

KRAFT-FACED FIBERGLASS BATT INSULATION, PAINT TO MATCH ADJACENT

WALL

4. INSTALL NEW CONCRETE FLOOR SLAB WHERE FLOORING HAS BEEN REMOVED

5. SLOPE FLOOR TO DRAIN

6. PERIMETER DRAIN TILE

7. CONNECT DRAIN TILE TO SUMP PIT, CORE THROUGH EXISTING FOUNDATION

8. SUMP PIT - SEE PLUMBING

GRADE

19'-4"

4" CONC. PAD

±94'- 8 1/2"

(VERIFY)

11T @ 11" = 10'-1"

BASEMENT ELEV.

88'- 0"± (VERIFY)

5'-7" 8" 1'-8"

UP 12R

6'-0"

5' -8

1'-2"

MAINTAIN 2"

BETWEEN HANDRAIL

AND FACE OF WALL

1'-0"

5'-0" 8"

6'-3" 8"

4' -1

0" 8"

6" 8'

-1 0"

7' -8

O N

R Y

B5 A-201

1/4" = 1'-0"

DIMENSION PLANC3

21'-1" 6"

9'-4" 8"

1' -2

8" 8"

5'-0" 27'-4" 8"

16'-2"

3' -2

'-0

7' -4

E N

PLAN

NORTH

1'-2"

B1 A-201

D1 A-201

'-4

44'-2"

6' -0

4 1

3 2

5 6

WEST WALL1

EAST WALL4

NORTH WALL - WEST2

NORTH WALL - EAST3

SOUTH WALL - WEST5

SOUTH WALL - EAST6

DOOR SCHEDULE

B100 1, 2HM FF HMA FF 1 -1 3/4"7'-0"(PR) 3'-0"

REMARKS

LEGEND

FF FACTORY FINISH

HM HOLLOW METAL

PR PAIR

REMARKS

1. INSULATED DOOR

2. INSTALL FRAME AND DOOR WITH

REMOVABLE MULLION

GENERAL NOTES

A. FACTORY FINISH TO BE DARK

BRONZE COLOR

B. SEE SPECIFICATION SECTION 08 71

00 FOR HARDWARE SET

DETAILS

HEAD

HDW

SET

MIN. FIRE

RATINGJAMBSILLTYPE MAT'L

FRAME

FINISH

DOOR

No. WIDTH HEIGHT THICK TYPE MAT'L FINISH

DOOR TYPES FRAME TYPES

1 A

" C

O N

C R

O R

V O

5'-0" ±

'-0

APPROXIMATE LOCATION OF

BURIED ELECTRICAL DUCT BANK

(ESTIMATED TO BE 14"X12" AT 36"

BELOW GRADE) TO REMAIN

IN-TACT. POUR FOOTINGS AND/OR

FOUNDATION WALLS AROUND

BANK AS NECESSARY

4' -6

2'-4"

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-3

4/ 2/

N U

D R

B Y:

D B

. K O

I, D

R O

W O

, C H

O F

C K

N D

A R

(B U

C H

D B

PRELIMINARY2

T D

N P

D O

O R

S C

A-100

A-

0, /2 /2

A. SLOPES INDICATED ARE MAXIMUM ALLOWED BY CODE. SHALLOWER SLOPES

ARE ACCEPTABLE BUT SHALL NOT BE LESS THAN 1:50 (2%).

B. SLOPE STAIR TREADS TOWARD NOSING AT 1:48

C. RISERS IN EACH STAIR RUN TO BE EQUAL HEIGHT

D. SLOPE GRADE AWAY FROM STRUCTURE

E. REPAIR/REPLACE PAVEMENT AS NECESSARY TO ACCOMMODATE OVER

EXCAVATION

F. TREAD MOUNTED POSTS TO BE CENTERED FROM FACE OF NOSING TO FACE OF

NOSING

G. SEE RAILING DETAILS ON SHEET A-502

H. HORIZONTAL CONCRETE SURFACES TO BE BROOM FINISHED

I. STAIR TREADS TO BE BROOM FINISHED WITH TROWEL-IN GROVES AND 1/2"

RADIUS NOSING

KEY NOTES

1. NOT USED

2. CAST CONCRETE PLANTING BED CURB

SHEET GRAPHICS KEY

RIVER ROCK LANDSCAPE BED

5' -0

-1 0"

21'-0"

27'-0"

6' -0

6'-0"

6' -0

-0

8' -9

'-2

1/4" = 1'-0"

DIMENSION PLANC3

E N

PLAN

NORTH

DOWN

1 RISER

CONCRETE

PATIO

DOWN

10 RISER

7' -7

(D N

RAMP 2 (SLOPE DOWN 1:12)

RAMP 4 (SLOPE DOWN 1:12)

RAMP 3 (SLOPE DOWN 1:12)

'-0

33'-0"

16'-8"

6'-10" 4'-4"

B5 A-201

A-201

A-201 D5

1ST FLOOR

100'-0"

R E

F R

O M

B U

A T

1ST FLOOR

100'-0"

CORNER

99'-9 3/8"

CORNER

99'-5 3/8"

(D N

LANDING 2

(DN 1:48)

B.O. RAMP

97'-2 3/8"

CORNER

95'-45 3/8"

. R

'-1

3/ 8"

LANDING 4

(DN 1:48)

6'-0"

EXISTING

DOWNSPOUT

TO REMAIN

O C

O R

'-6

CORNER

99'-8 1/8"

A1 A-501

DN 10R TO

BASEMENT

B1 A-201

B.O. RAMP

94'-0 3/4"

(D N

8) 6' -0

2'-2"

T.O. RISER

99'-3 5/8"

B.O. RISER

94'-3 1/2"±

(VERIFY)

3' -0

4'-0"

1'-0"

3'-0"

4'-0"4'-0"4'-0"4'-0"

2'-6" 4"

4" 3'-4" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 1'-1"

EQ EQ. 2'-6"4"

1' -1

'-0

4'-0"4'-0"4'-0"4'-0"3'-8" 4'-0"

1'-2"

EQ.EQ.

3'-8"

4" 3'

-8

4' -0

-8

4'-0" 3'-0"4'-0"4'-0"

4'-0"4'-0" EQ.4'-0"4'-0"4'-0"4'-0"EQ.4"

A-502 C8

A-502

D1 A-201

5'-0" MIN. CLEAR

BETWEEN

HANDRAILS

T.O. RAMP

97'-2 3/8"

A-502C4

EQ.EQ.

SLOPE CONCRETE

TOP AWAY FROM

BUILDING AT 1:48

SLO

PE C

ONCRETE

TOP D

OWN

AT 1:

'-8

45°

A-502C6

E3 A-501

C1 A-501

B7 A-501

B9 A-201

E5 A-501

SIM.

E5 A-501

A-502 C7

A-502

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-3

4/ 2/

N U

D R

B Y:

D B

. K O

I, D

R O

W O

, C H

O F

C K

N D

A R

(B U

C H

D B

PRELIMINARY2

R D

N P

A-101

A-

1, /2 /2

1/4" = 1'-0"

WEST PATIO ELEVATIOND5

B1 A-201

D1 A-201

1/4" = 1'-0"

SECTION THROUGH RAMP 4D1

B5 A-201

RETURN HANDRAIL

TO WALL

RETURN HANDRAIL

TO WALL

HANDRAIL ATTACHED TO

GUARDRAIL POST (TYP.)

INFILL GUARDRAIL

BETWEEN RAMP NEWEL

POST AND STAIR POST

RAMP 4 (16'-8")

1'-2"

C5 A-501

C7 A-501

APPROXIMATE LOCATION OF EXISTING ELECTRICAL

DUCT BANK UNDER RAMP - FIELD VERIFY

CONNECT DOWNSPOUT TO

STORM SEWER SYSTEM

-SEE PLUMBING

1/4" = 1'-0"

SOUTH PATIO ELEVATIONF1

KEY NOTES

1. NOT USED

2. NATURAL SPLIT FACE LIMESTONE THIN VENEER IN RANDOM COURSED ASHLAR

PATTERN; COLOR TO MATCH EXISTING

3. COMPOSITE CONCRETE SPLIT SLAB WITH INTEGRAL DRAINAGE BOARD

4. 8" WIDE TRENCH DRAIN - SEE PLUMBING

5. 4" POURED CONCRETE SLAB OVER 6" COMPACTED AGGREGATE

6. WIDE FLANGE BEAM ENCASED IN CONCRETE, MIN. 2" CONCRETE COVERAGE,

BEARING ON EXISTING WALL POCKET AND NEW POURED CONCRETE WALL

- SEE STRUCTURAL

7. 12"X8" LIMESTONE CAP

8. 1 1/2" O.D. SS HANDRAIL SUPPORTED BY 1 1/2" O.D. SS POSTS MOUNTED TO

TREADS ON 4"X4"X3/8" SS PLATES WITH FOUR 3/8" CHEMICAL ANCHOR BOLTS

EPOXY GROUTED IN EACH BASE PLATE

9. 3" DIAMETER ROUND COPPER DOWNSPOUT, ROUTE DOWN THE FACE OF

CANOPY COLUMN, OVER PATIO SLAB, UNDER THE BOTTOM RAIL OF THE

GUARDRAIL, AND DOWN TO…

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