Geothermal 2018-09-07_LVN_Drawings.pdf

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US Army Corps of Engineers ®

KANSAS CITY DISTRICT

601 E 12TH STREET

KANSAS CITY, MO 64106-2896

FORT LEAVENWORTH CAC CAMPUS

GEOTHERMAL WELL FIELD

READY TO ADVERTISE (RTA) SUBMITTAL

07 SEPTEMBER 2018

FORT LEAVENWORTH DIRECTORATE OF

PUBLIC WORKS

CONTRACT NUMBER : ______-__-_-___

SOLICITATION NUMBER : W912DQ-18-R-4011

ARCHITECT CIVIL / LANDSCAPE STRUCTURAL / MECHANICAL /

PLUMBING / ELECTRICAL

7780 West 119th Street, Overland Park, Kansas 66213 Fax: (913) 742-8570Tel: (913) 742-8000

1811 Baltimore Ave., Kansas City, Missouri 64108 Fax: (816) 221-4992Tel: (816) 221-0900

616 Vermont St., Suite B, Lawrence, Kansas 66044 Fax: (800) 976-1761Tel: (785) 842-6464

PLAN NORTH

CAC CAMPUS AT FORT LEAVENWORTH - AERIAL IMAGE

BUILDING 52

BUILDING 102

MUSEUM

GRUBER GYM

BUILDING 50

OPTION A

NEW GEOTHERMAL

PUMP HOUSE

VAULTED HUB

MEADE AVE.

G

IB

B O

N A

V E

OPTION B

OPTION A

WELL

FIELD

WELL FIELD

18673186731867318673

09/07/2018

FORT LEAVENWORTH, KS

KANSAS MISSOURI

MAIN ENTRY

BUILDING 52

AREA OF

WORK

FORT LEAVENWORTH, KANSAS

US Army Corps of Engineers ®

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READY TO ADVERTISE (RTA) SUBMITTAL

DRAWING SHEET INDEX

SHEET

NUMBER SHEET TITLE RTA

GENERAL

GI001 COVER SHEET X

GI002 DRAWING SHEET INDEX X

GI003 GENERAL NOTES, ABBREVIATIONS X

CIVIL

V-100 EXISTING CONDITIONS X

C-001 GENERAL NOTES X

CD100 DEMOLITION PLAN (OPTION A) X

CD101 DEMOLITION PLAN (OPTION B) X

C-100 OVERALL SITE LAYOUT PLAN X

C-101 SITE LAYOUT PLAN (OPTION A) X

C-102 SITE LAYOUT PLAN (OPTION B) X

C-103 DIMENSIONAL PLAN (OPTION A) X

C-104 DIMENSIONAL PLAN (OPTION B) X

C-200 GRADING PLAN (OPTION A) X

C-201 GRADING PLAN (OPTION B) X

C-300 UTILITY LAYOUT PLAN X

C-400 GIBBON AVENUE PLAN AND PROFILE X

C-401 STORM SEWER LINE A PLAN (OPTION A) X

C-402 STORM SEWER LINE B PLAN (OPTION A) X

C-500 SITE DETAILS X

C-501 SITE DETAILS X

C-502 SITE DETAILS (OPTION A) X

C-503 SITE DETAILS (OPTION A) X

C-504 SITE DETAILS X

C-505 SITE DETAILS X

STRUCTURAL

S-001 GENERAL NOTES (OPTION A) X

S-002 GENERAL NOTES (OPTION A) X

S-003 IBC INSPECTION TABLES (OPTION A) X

SB101 PUMP HOUSE PLANS (OPTION A) X

S-501 TYPICAL FOUNDATION DETAILS (OPTION A) X

S-510 TYPICAL FOUNDATION DETAILS (OPTION A) X

S-601 MASONRY DETAILS (OPTION A) X

ARCHITECTURAL

AE101 PUMP HOUSE FLOOR PLAN (OPTION A) X

AE102 PUMP HOUSE ROOF PLAN (OPTION A) X

AE201 PUMP HOUSE ELEVATIONS AND SECTIONS (OPTION A) X

AE301 PUMP HOUSE WALL SECTIONS AND DETAILS (OPTION A) X

AE501 PUMP HOUSE DETAILS (OPTION A) X

AE601 DOOR AND OPENING SCHEDULES, TYPES, AND DETAILS (OPTION A) X

MECHANICAL

MS101 GEOTHERMAL FIELD PLAN (OPTION A) X

MS102 GEOTHERMAL FIELD PLAN (OPTION B) X

M-301 MECHANICAL SECTIONS (OPTION A) X

M-401 MECHANICAL FLOOR PLAN - PUMP HOUSE (OPTION A) X

M-501 MECHANICAL DETAILS X

M-601 MECHANICAL SCHEDULES X

MI701 MECHANICAL CONTROLS (OPTION A) X

ELECTRICAL

E-001 ELECTRICAL INFORMATION X

E-101 ELECTRICAL PLAN - PUMP HOUSE (OPTION A) X

E-601 ELECTRICAL DETAILS X

E-602 ELECTRICAL ONE-LINE & SCHEDULES - PUMP HOUSE X

ES010 ELECTRICAL SITE PLAN (OPTION A) X

ES011 ELECTRICAL SITE PLAN (OPTION B) X

NTS

LOCATION MAP

D4

NTS

FT. LEAVENWORTH MAP

A4

PLAN NORTH

PLAN NORTH

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DRAWING ABBREVIATIONS LEGEND

CONCRETE/ PRECAST

CONCRETE

SOIL

SAND, EIFS FINISH COAT,

OR CEMENT PLASTER

BRICK

CMU

STONE

FIBERGLASS SEMI RIGID

INSULATION

FIBERGLASS BATT

INSULATION

MINERAL WOOL SEMI

RIGID INSULATION

EXPANDED

POLYSTYRENE RIGID

INSULATION

EXTRUDED

POLYSTYRENE RIGID

INSULATION

POLYISOCYANURATE

RIGID INSULATION

GYPSUM BOARD

EXTERIOR GYPSUM

SHEATHING

EXTERIOR CEMENT

BOARD

COATED GLASS MAT

WATER RESISTANT

GYP BD

PLYWOOD

COVER BOARD

MATERIALS

ANNOTATION CALLOUTS/DRAWING SYMBOLS

PROJECT INFORMATION

A ---------------------

A LABELCLASS A DOOR

A/C AIR CONDITION

A/C UNITAIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNLACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B ---------------------

B LABELCLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE MANUFACTURER'S

ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

C LABELCLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR

INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABELCLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

GRID / COLUMN

LINE

DESIGNATOR

EQUIPMENT NUMBER

DOOR NUMBER

WALL TYPE

WINDOW TYPE

? ROOM NAME/NUMBER

REVISION TAG

NORTH NORTH

ARROW

H -------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED CONTRACTOR

INSTALLED

GFGI GOVERNMENT INSTALLED FURNISHED

INSTALLED BY GOVERNMENT

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H ---------------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PJ PANEL JOINT

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL FLASH SHEET METAL (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

UNO UNLESS NOTED OTHERWISE

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

FLOOR LEVEL & NAME

PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

A SHEET KEYNOTE

INTERIOR ELEVATION

PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

1. ALL WORK SHALL CONFORM WITH APPLICABLE BUILDING CODES,

REGULATIONS AND ORDINANCES OF THE AUTHORITIES HAVING

JURISDICTION.

2. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE MEANS, METHODS

AND SEQUENCES OF CONSTRUCTION AND THE SAFETY OF ALL

CONSTRUCTION PERSONNEL AND VISITORS.

3. DRAWINGS CONTAINED IN THIS SET SHALL NOT BE REPRODUCED FOR

SHOP DRAWINGS. COPIES OF THESE DRAWINGS SUBMITTED AS SHOP

DRAWINGS WILL BE REJECTED AND RETURNED TO THE CONTRACTOR.

4. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE

CONDITION OR DIMENSION IS THE SAME OR REPRESENTATIVE FOR SIMILAR

CONDITIONS THROUGHOUT.

5. EACH INSTALLER MUST EXAMINE SUBSTRATE AND/OR CONDITIONS UNDER

WHICH THE WORK WILL BE INSTALLED AND REPORT TO THE CONTRACTOR

IN WRITING OF ANY CONDITIONS DETRIMENTAL TO THE PROPER AND

TIMELY EXECUTION OF THE INSTALLER'S WORK. DO NOT PROCEED UNTIL

UNSATISFACTORY CONDITIONS ARE CORRECTED. INSTALLATION SHALL

CONSTITUTE ACCEPTANCE OF THE SUBSTRATE AND/OR CONDITIONS.

6. ALL DISSIMILAR METAL MATERIALS SHALL BE ISOLATED WITH AN APPROVED

NON-METAL ISOLATION MATERIALS.

7. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR

MORE INFORMATION THAT MAY NOT BE IN THE ARCHITECTURAL

DRAWINGS.

8. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR CONTROL JOINT

LOCATIONS.

9. DO NOT SCALE DRAWINGS. FOLLOW WRITTEN DIMENSIONS OR KEYED

NOTES ONLY.

0'-0"

LEVEL

GENERAL NOTES

PROJECT INFORMATION:

FACILITY:

OWNER:

LOCATION:

FIRE DEPARTMENT:

REVIEWING AUTHORITY:

ARCHITECT:

CODES,

REGULATIONS,

AND CRITERIA

GEOTHERMAL PUMPHOUSE

UNITED STATES ARMY

FORT LEAVENWORTH, KANSAS

FORT LEAVENWORTH FIRE DEPARTMENT

UNITED STATES ARMY CORP OF ENGINEERS

YAEGER ARCHITECTURE

7780 W. 119TH STREET

OVERLAND PARK, KANSAS 66213

UFC 1-200-01 DoD BUILDING CODE (GENERAL

BUILDING REQUIREMENTS)

UFC 3-101-01 ARCHICTECTURE

UFC 3-110-03 ROOFING

UFC 3-201-01 CIVIL ENGINEERING

UFC 3-201-02 LANDSCAPE ARCHITECTURE

UFC 3-220-01 GEOTECHNICAL ENGINEERING

UFC 3-230-01 WATER STORAGE, DISTRIBUTION, AND

TRANSMISSION

UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR

FACILITIES

UFC 4-010-01 DoD MINIMUM ANTITERRORISM

STANDARDS FOR BUILDINGS

UFC 4-021-01 DESIGN AND O&M: MASS NOTIFICATION

SYSTEMS

2015 INTERNATIONAL BUILDING CODE

2012 INTERNATIONAL MECHANICAL CODE

2012 INTERNATIONAL PLUMBING CODE

2012 NFPA 101 - LIFE SAFETY CODE

2010 NFPA 10 - PORTABLE FIRE EXTINGUISHERS

2017 NFPA 70 - NATIONAL ELECTRIC CODE

2013 NFPA 72 - NATIONAL FIRE ALARM CODE

2009 NFPA 220 - STANDARDS OF TYPES OF BUILDING

CONSTRUCTION

FORT LEAVENWORTH INSTALLATION DESIGN GUIDE

*THIS STRUCTURE IS NOT AN OCCUPIABLE BUILDING, IT IS A MECHANICAL

EQUIPMENT ENCLOSURE. CRITERIA LISTED BELOW WAS USED TO DESIGN

STRUCTURE, WHERE APPLICABLE*

CONSTRUCTION YEAR: 2019 (ESTIMATED)

US Army Corps of Engineers ®

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E N

W O

R T

H

C

M

P U

S

G E

O T

H E

R M

A L

W

E L L

F

I E

L D

K A

N S

I T

Y

D

I S

T R

I C

T

A P

B

M

L M

A P

B

K

D S

M M

U R

P H

Y

S

E P

T E

M B

W D

Q R

M A

R K

D E

S C

R I P

T I O

N D

A T

E

T R

E A

N O

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L

V

E R

M O

L A

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C E

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A N

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H

LEGEND:

V-100

G E

O T

H E

R M

E

L D

E X

I S

T I N

G

C

O N

D I T

I O

N S

1" = 100'-0"

A1

EXISTING CONDITIONS

C-001

E

O T

H E

R M

E

L D

G E

N E

R A

L

N

O T

E S

READY TO ADVERTISE

US Army Corps of Engineers ®

SHEET ID

M

Y

C

O R

E

N G

I N

E E

R S

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

A N

S I

D

F I

M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

F I

M

B E

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1 2 3 4 5

D

C

B

A

F O

A V

E N

W O

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H

C

M

P U

S

G E

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H E

R M

A L

W

E L L

F

I E

L D

K A

N S

T

Y

D

I S

T R

I C

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A P

B

M

L M

A P

B

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D S

M M

U R

P H

Y

S

E P

T E

M B

W D

Q R

M A

R K

D E

S C

R I P

T I O

N D

A T

E

T R

E A

N O

R H

L

V

E R

M O

L A

W R

E N

C E

K

A N

S A

S

R F

I

H

PLAN NORTH

READY TO ADVERTISE

US Army Corps of Engineers ®

SHEET ID

M

Y

C

O R

E

N G

I N

E E

R S

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

A N

S I

D

F I

M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

F I

M

B E

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1 2 3 4 5

D

C

B

A

F O

A V

E N

W O

R T

H

C

M

P U

S

G E

O T

H E

R M

A L

W

E L L

F

I E

L D

K A

N S

T

Y

D

I S

T R

I C

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A P

B

M

L M

A P

B

K

D S

M M

U R

P H

Y

S

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T E

M B

W D

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M A

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D E

S C

R I P

T I O

N D

A T

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T R

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N O

R H

L

V

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M O

L A

W R

E N

C E

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A N

S A

S

R F

I S

H

CD-100

G E

O T

H E

R M

E

L D

D E

M O

L I T

I O

N

P

L A

N

O

P T

I O

N

A

1" = 30'-0"

DEMOLITION PLAN - OPTION A

PLAN NORTH

READY TO ADVERTISE

US Army Corps of Engineers ®

SHEET ID

M

Y

C

O R

E

N G

I N

E E

R S

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

A N

S I

D

F I

M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

F I

M

B E

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1 2 3 4 5

D

C

B

A

F O

A V

E N

W O

R T

H

C

M

P U

S

G E

O T

H E

R M

A L

W

E L L

F

I E

L D

K A

N S

T

Y

D

I S

T R

I C

T

A P

B

M

L M

A P

B

K

D S

M M

U R

P H

Y

S

E P

T E

M B

W D

Q R

M A

R K

D E

S C

R I P

T I O

N D

A T

E

T R

E A

N O

R H

L

V

E R

M O

L A

W R

E N

C E

K

A N

S A

S

R F

I S

H

CD-101

G E

O T

H E

R M

E

L D

D E

M O

L I T

I O

N

P

L A

N

O

P T

I O

N

B

1" = 30'-0"

DEMOLITION PLAN - OPTION B

AC

AC

AC

W

G

AC

AC

AC

AC

PLAN NORTH

READY TO ADVERTISE

US Army Corps of Engineers ®

SHEET ID

M

Y

C

O R

E

N G

I N

E E

R S

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

A N

S I

D

F I

M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

F I

M

B E

R

1 2 3 4 5

D

C

B

A

F O

A V

E N

W O

R T

H

C

M

P U

S

G E

O T

H E

R M

A L

W

E L L

F

I E

L D

K A

N S

T

Y

D

I S

T R

I C

T

A P

B

M

L M

A P

B

K

D S

M M

U R

P H

Y

S

E P

T E

M B

W D

Q R

M A

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D E

S C

R I P

T I O

N D

A T

E

T R

E A

N O

R H

L

V

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M O

L A

W R

E N

C E

K

A N

S A

S

R F

I S

H

C-100

G E

O T

H E

R M

E

L D

O V

E R

A L

L

S

I T

E

L

A Y

O U

T

P

L A

N

1" = 60'-0"

OVERALL SITE LAYOUT PLAN

W

G

AC

PLAN NORTH

READY TO ADVERTISE

US Army Corps of Engineers ®

SHEET ID

M

Y

C

O R

E

N G

I N

E E

R S

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

A N

S I

D

F I

M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

F I

M

B E

R

1 2 3 4 5

D

C

B

A

F O

A V

E N

W O

R T

H

C

M

P U

S

G E

O T

H E

R M

A L

W

E L L

F

I E

L D

K A

N S

T

Y

D

I S

T R

I C

T

A P

B

M

L M

A P

B

K

D S

M M

U R

P H

Y

S

E P

T E

M B

W D

Q R

M A

R K

D E

S C

R I P

T I O

N D

A T

E

T R

E A

N O

R H

L

V

E R

M O

L A

W R

E N

C E

K

A N

S A

S

R F

I S

H

C-101

G E

O T

H E

R M

E

L D

S I T

E

L

A Y

O U

T

P

L A

N

O

P T

I O

N

A

1" = 30'-0"

SITE LAYOUT PLAN - OPTION A

W

PLAN NORTH

READY TO ADVERTISE

US Army Corps of Engineers ®

SHEET ID

M

Y

C

O R

E

N G

I N

E E

R S

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

A N

S I

D

F I

M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

F I

M

B E

R

1 2 3 4 5

D

C

B

A

F O

A V

E N

W O

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H

C

M

P U

S

G E

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H E

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A L

W

E L L

F

I E

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K A

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T

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D

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I C

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A P

B

M

L M

A P

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D S

M M

U R

P H

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S

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T E

M B

W D

Q R

M A

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D E

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R I P

T I O

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T R

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R H

L

V

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M O

L A

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C E

K

A N

S A

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R F

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C-102

G E

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H E

R M

E

L D

S I T

E

L

A Y

O U

T

P

L A

N

O

P T

I O

N

B

1" = 30'-0"

SITE LAYOUT PLAN - OPTION B

W

E

G

AC

PLAN NORTH

READY TO ADVERTISE

US Army Corps of Engineers ®

SHEET ID

M

Y

C

O R

E

N G

I N

E E

R S

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

A N

S I

D

F I

M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

F I

M

B E

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1 2 3 4 5

D

C

B

A

F O

A V

E N

W O

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H

C

M

P U

S

G E

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H E

R M

A L

W

E L L

F

I E

L D

K A

N S

T

Y

D

I S

T R

I C

T

A P

B

M

L M

A P

B

K

D S

M M

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P H

Y

S

E P

T E

M B

W D

Q R

M A

R K

D E

S C

R I P

T I O

N D

A T

E

T R

E A

N O

R H

L

V

E R

M O

L A

W R

E N

C E

K

A N

S A

S

R F

I S

H

C-103

G E

O T

H E

R M

E

L D

D I M

E N

S I O

N A

L

P

L A

N

O

P T

I O

N

A

1" = 30'-0"

DIMENSIONAL PLAN - OPTION A

W

PLAN NORTH

READY TO ADVERTISE

US Army Corps of Engineers ®

SHEET ID

M

Y

C

O R

E

N G

I N

E E

R S

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

A N

S I

D

F I

M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

F I

M

B E

R

1 2 3 4 5

D

C

B

A

F O

A V

E N

W O

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H

C

M

P U

S

G E

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H E

R M

A L

W

E L L

F

I E

L D

K A

N S

T

Y

D

I S

T R

I C

T

A P

B

M

L M

A P

B

K

D S

M M

U R

P H

Y

S

E P

T E

M B

W D

Q R

M A

R K

D E

S C

R I P

T I O

N D

A T

E

T R

E A

N O

R H

L

V

E R

M O

L A

W R

E N

C E

K

A N

S A

S

R F

I S

H

C-104

G E

O T

H E

R M

E

L D

D I M

E N

S I O

N A

L

P

L A

N

O

P T

I O

N

B

1" = 30'-0"

DIMENSIONAL PLAN - OPTION B

US Army Corps of Engineers ®

SHEET ID

M

Y

C

O R

E

N G

I N

E E

R S

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

A N

S I

D

F I

M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

F I

M

B E

R

1 2 3 4 5

D

C

B

A

F O

A V

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W O

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H

C

M

P U

S

G E

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H E

R M

A L

W

E L L

F

I E

L D

K A

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T

Y

D

I S

T R

I C

T

A P

B

M

L M

A P

B

K

D S

M M

U R

P H

Y

S

E P

T E

M B

W D

Q R

M A

R K

D E

S C

R I P

T I O

N D

A T

E

T R

E A

N O

R H

L

V

E R

M O

L A

W R

E N

C E

K

A N

S A

S

R F

I S

H

C-200

G E

O T

H E

R M

E

L D

G R

A D

I N

G

P

L A

N

O

P T

I O

N

A

1" = 30'-0"

GRADING PLAN - OPTION A

US Army Corps of Engineers ®

SHEET ID

M

Y

C

O R

E

N G

I N

E E

R S

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

A N

S I

D

F I

M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

F I

M

B E

R

1 2 3 4 5

D

C

B

A

F O

A V

E N

W O

R T

H

C

M

P U

S

G E

O T

H E

R M

A L

W

E L L

F

I E

L D

K A

N S

T

Y

D

I S

T R

I C

T

A P

B

M

L M

A P

B

K

D S

M M

U R

P H

Y

S

E P

T E

M B

W D

Q R

M A

R K

D E

S C

R I P

T I O

N D

A T

E

T R

E A

N O

R H

L

V

E R

M O

L A

W R

E N

C E

K

A N

S A

S

R F

I S

H

C-201

G E

O T

H E

R M

E

L D

G R

A D

I N

G

P

L A

N

O

P T

I O

N

B

1" = 30'-0"

GRADING PLAN - OPTION B

AC

AC

G

AC

AC

AC

PLAN NORTH

READY TO ADVERTISE

US Army Corps of Engineers ®

SHEET ID

M

Y

C

O R

E

N G

I N

E E

R S

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

A N

S I

D

F I

M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

F I

M

B E

R

1 2 3 4 5

D

C

B

A

F O

A V

E N

W O

R T

H

C

M

P U

S

G E

O T

H E

R M

A L

W

E L L

F

I E

L D

K A

N S

T

Y

D

I S

T R

I C

T

A P

B

M

L M

A P

B

K

D S

M M

U R

P H

Y

S

E P

T E

M B

W D

Q R

M A

R K

D E

S C

R I P

T I O

N D

A T

E

T R

E A

N O

R H

L

V

E R

M O

L A

W R

E N

C E

K

A N

S A

S

R F

I S

H

C-300

G E

O T

H E

R M

E

L D

U T

I L

I T

Y

L

A Y

O U

T

P

L A

N

1" = 30'-0"

UTILITY LAYOUT PLAN

US Army Corps of Engineers ®

SHEET ID

M

Y

C

O R

E

N G

I N

E E

R S

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

A N

S I

D

F I

M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

F I

M

B E

R

1 2 3 4 5

D

C

B

A

F O

A V

E N

W O

R T

H

C

M

P U

S

G E

O T

H E

R M

A L

W

E L L

F

I E

L D

K A

N S

T

Y

D

I S

T R

I C

T

A P

B

M

L M

A P

B

K

D S

M M

U R

P H

Y

S

E P

T E

M B

W D

Q R

M A

R K

D E

S C

R I P

T I O

N D

A T

E

T R

E A

N O

R H

L

V

E R

M O

L A

W R

E N

C E

K

A N

S A

S

R F

I S

H

C-400

G E

O T

H E

R M

E

L D

G I B

B O

N

A

V E

N U

E

P

L A

O

F I L

E

1" = 30'-0"

A1

PROFILE - GIBBON AVENUE - MEADE AVE. TOWARD REYNOLDS AVENUE

1" = 30'-0"

C1

PLAN - GIBBON AVENUE - MEADE AVE. TOWARD REYNOLDS AVENUE

US Army Corps of Engineers ®

SHEET ID

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FULL-HEIGHT CONCRETE CURB & GUTTER SECTIONSD1 ASPHALT PAVEMENT SECTIOND3 EXISTING TO PROPOSED ASPHALT INTERFACED4

ASPHALT PAVEMENT PATCH FOR UTILITY TRENCHC1 CONCRETE PAVEMENT SECTIONC2 CONCRETE SIDEWALK SECTIONC3 SIDEWALK JOINTSC4

LAY-DOWN CURB SECTIONSB3 CURB-SIDEWALK INTERFACEB1

RIBBON CURB SECTIONA1

ASPHALT TRAIL SECTIONB2

STREET CROSS SECTIONA2 CONCRETE COLLAR FOR MAHOLE IN PAVEMENTA3

C-500

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CAST-IN-PLACE CONCRETE RETAINING WALL SECTIONC1 DUMPSTER ENCLOSURE PLANC2 DUMPSTER ENCLOSURE GATEC4

BOLLARDA4 CAST-IN-PLACE CONCRETE STAIRSA2 SIDEWALK RAMPA1

DUMPSTER ENCLOSURE WALL SECTIONB1

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CONCRETE CURB INLETA1 DRAIN BASIN AND DUCTILE IRON CURB INLETA3

C-502

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15.5'x7.5' MULTI-BUILDING VAULT (OPTION A)

A1 CONCRETE MANHOLEA4

C-503

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7'x4.5' SINGLE-BUILDING VAULT (OPTION B)

A1

SANITARY SEWER SERVICE LINE CONNECTION TO EXISTING VCP MAINB3

C-504

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GUTTER INLETA1

C-505

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READY TO ADVERTISE

OPTION A

PR

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US Army Corps of Engineers ®

SHEET ID

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A R

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C O

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READY TO ADVERTISE

OPTION A

CONCRETE REINFORCEMENT LAPS AND EMBEDMENT LENGTHS

fy = 60000 psi f'c = 4000 psi

28 18 12 d

S d

S d

_ S d

21 14 12 d

S d

S d

S d d

S d

S d

S d

36 24 14 d

S d

S d

S d

28 18 12 8

37 25 15 28 19 12 48 32 19 37 25 15 10

46 31 18 46 31 18 1236 24 14 60 40 24

55 37 22 55 37 2243 28 17 72 48 29 15

81 54 32 62 42 25 105 70 42 81 54 32 18

92 62 37 92 62 37 2071 47 28 120 80 48

104 70 42 104 70 42 2280 54 32 136 90 54

117 78 47 117 78 47 2590 60 36 153 102 61

130 87 52 130 87 52 27100 67 40 170 113 68

2d 5d3d

3/4 1 7/81 1/8

1 2 1/21 1/2

1 1/4 3 1/81 7/8

1 1/2 3 3/42 1/4

1 3/4 4 3/82 5/8

2 53

2 1/4 5 5/83 3/8

2 1/2 6 3/83 3/4

2 7/8 74 1/4

B A

R S

IZ

E d

CLEAR SPACING

(S) (in.)

H O

O K

E M

B E

D in

EMBEDMENT &

CLASS A LAP (in.)

CLASS B LAP (in.)

TOP BAR OTHER BARSTOP BAR OTHER BARS

1. LENGTHS SHOWN CONFORM WITH

NON-SEISMIC PROVISIONS OF ACI 318

FOR UNCOATED BARS.

2. BAR CLEAR SPACING IS THE

CENTER TO CENTER BAR SPACING

MINUS ONE BAR DIAMETER.

3. CLASS A LAP LENGTHS APPLY WHEN

BAR LAPS ARE STAGGERED TO LAP

HALF THE BARS AT THE SAME

LOCATION. USE CLASS B LAP FOR

ALL OTHER CASES.

4. TOP BARS ARE HORIZONTAL

REINFORCEMENT PLACED SO THAT

MORE THAN 12 INCHES OF

CONCRETE IS CAST BELOW THE

REINFORCEMENT.

5. MULTIPLY LAP AND EMBEDMENT

LENGTHS GIVEN BY 2.0 FOR BARS

WITH CLEAR SPACING OF TWO BAR

DIAMETERS OR LESS, OR CONCRETE

COVER OF ONE BAR DIAMETER OR

LESS.

NOTES:

REQUIRED VERIFICATION & INSPECTION OF SOILS

1. Verify materials below shallow foundations are adequate to achieve the design bearing capacity.

VERIFICATION AND INSPECTION FREQUENCY

Periodic

2. Verify excavations are extended to proper depth and have reached proper material.

3. Perform classification and testing of compacted fill materials.

4. Verify use of proper materials, densities and lift thicknesses during placement and compaction of compacted fill.

5. Prior to placement of compacted fill, inspect subgrade and verify that site has been prepared properly.

Periodic

Periodic

Periodic

Continuous

REQUIRED VERIFICATION & INSPECTION OF STEEL CONSTRUCTION

OTHER THAN STRUCTURAL STEEL

1. Material verification of cold-formed steel deck:

VERIFICATION AND INSPECTION FREQUENCY

REFERENCED

STANDARD

Periodic Applicable ASTM material standards

a. Identification markings to conform to ASTM standards specified in the approved construction documents.

2. Inspection of welding:

b. Manufacturer's certified test reports.

a. Cold-formed steel deck:

1) Floor and roof deck welds.

Periodic

Periodic AWS D1.3

REQUIRED SPECIAL INSPECTION AND TESTS OF

CONCRETE CONSTRUCTION

1. Inspect reinforcement, including prestressing tendons, and verify placement.

VERIFICATION AND INSPECTION FREQUENCY

REFERENCED

STANDARD

IBC

REFERENCE

Periodic ACI 318 Ch. 20, 25.2, 25.3, 26.5.1-26.5.3

1908.4

2. Reinforcing bar welding: AWS D1.4

ACI 318: 26.5.4

3. Inspect anchors cast in concrete. Periodic ACI 318: 17.8.2

4. Inspection of anchors post installed in hardened concrete members.

Continuous ACI 318: 17.8.2.4

5. Verifying use of required mix design. Periodic ACI 318: Ch. 19, 26.4.3, 26.4.4

1904.1, 1904.2 1908.2, 1908.3

6. Prior to concrete placement, fabricate specimens for strength tests, perform slump and air content tests, and determine the temperature of the concrete.

Continuous ASTM C172, ASTM C31, ACI 318: 26.4.5, 26.12

1908.10

7. Inspection of concrete and shotcrete placement for proper application techniques.

Continuous ACI 318: 26.4.5 1908.6, 1908.7, 1908.8

8. Verify maintenance of specified curing temperature and techniques.

Periodic ACI 318:

26.4.7-26.4.9

1908.9

9. Verification of in-situ concrete strength, prior to stressing of tendons in post-tensioned concrete and prior to removal of shores and forms from beams and structural slabs.

Periodic ACI 318: 26.10.2

10.Inspect formwork for shape, location and dimensions of the concrete member being formed.

Periodic ACI 318: 26.10.1(b)

a. Verify weldability of reinforcing bars other than ASTM A 706

b. Inspect single-pass fillet welds, maximum 5/16"

c. Inspect all other welds.

Periodic

Periodic

Continuous

a. Adhesive anchors installed in horizontally or upwardly inclined orientations to resist sustained tension loads.

b. Mechanical anchors and adhesive anchors not defined in 4.a.

Periodic ACI 318: 17.8.2

LEVEL B - QUALITY ASSURANCE

1. Verify compliance with the approved submittals

Inspection Task FREQUENCY(a)

TMS 402/ACI

530/ASCE 5

a. Proportions of site-prepared mortar

b. Construction of mortar joints

c. Grade and size of prestressing tendons and anchorages

d. Location of reinforcement, connectors, and prestressing tendons and anchorages

e. Prestressing technique

f. Properties of thin-bed mortar for AAC masonry

a. Grout space

b. Grade, type, and size of reinforcement and anchor bolts, and prestressing tendons and anchorages

c. Placement of reinforcement, connectors, and prestressing tendons and anchorages

d. Proportions of site-prepared grout and prestressing grout for bonded tendons

e. Construction of mortar joints

4. Verify during construction:

TMS 602/ACI

530.1/ASCE 6

3. Prior to grouting, verify that the following are in compliance:

MINIMUM TESTS

Verification of Slump flow and Visual Stability Index (VSI) as delivered to the project site in accordance with Specification Article 1.5 B.1.b.3 for self-consolidating grout

MINIMUM SPECIAL INSPECTION

REFERENCE FOR CRITERIA

Continuous Periodic

2. Verify that the following are in compliance:

X

X

X

X

X

X

X

Art. 1.5

Art. 2.1, 2.6 A

Art. 3.6 B

Art. 3.3 B

Art. 3.2 D, 3.2 F

Sec. 6.1

Art. 3.2 E, 3.4,

3.6 A

Art. 2.6 B,

2.4 G.1.b

Art. 2.1 C

Art. 3.3 B m AACVerification of f' and f' in accordance with Article 1.4 B prior to construction and for every 5,000 sq. ft (465 sq. m) during construction

X Art. 2.4B, 2.4H

X Art. 3.4, 3.6ASec. 1.16

X

X

X

(a) Frequency refers to the frequency of inspection, which may be continuous during the task listed or periodically during the listed task, as defined in the table.

Art. 2.4, 3.4

X

(b) (c)

Sec. 6.1, 6.2.1, 6.2.6, 6.2.7

a. Size and location of structural elements X Art. 3.3 F

b. Type, size, and location of anchors, including other details of anchorage of masonry to structural members, frames, or other construction

X Sec. 1.2.1(e), 6.1.4.3, 6.2.1

c. Welding of reinforcement X Sec. 8.1.6.7.2, 9.3.3.4(c), 11.3.3.4(b)

d. Preparation, construction, and protection of masonry during cold weather (temperature below 40°F(4.4°C)) or hot weather (temperature above 90°F (32.2°C))

X Art. 1.8 C, 1.8D

e. Application and measurement of prestressing force X Art. 3.6 B

f. Placement of grout and prestressing grout for bonded tendons is in compliance

X Art. 3.5, 3.6 C

g. Placement of AAC masonry units and construction of thin-bed mortar joints X X

(b) (c) Art. 3.3 B.9, 3.3 F.1.b

5. Observe preparation of grout specimens, mortar specimens, and/or prisms

X

Art. 1.4 B.2.a.3,

1.4 B.2.b.3, 1.4

B.2.c.3, 1.4 B.3,

1.4 B.4

(b) Required for the first 5000 square feet (465 square meters) of AAC masonry

(c) Required after the first 5000 square feet (465 square meters) of AAC masonry

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READY TO ADVERTISE

1/16" = 1'-0"A4

LAP TABLE

OPTION A

22' - 0"

6' - 0" 6' - 8" 9' - 4"

5" CONC. SLAB REINF. W/

#3 @ 12" O.C. EA. WAY

T.O.C. EL. 100'-0"

B4

S-501

A3

S-501

B4

S-501

A1

S-501

B4

S-501

S.J.

S.J.

S.J.

S .J

C.J.

C.J.

C.J.

C.J.

10"

10"

GALV. GRATING

REF. STRUCTURAL

GENERAL NOTES

FORM PORTION OF

TRENCH FOOTING

WHEN EXPOSED DUE

TO GRADE

SUMP PIT,

REF. MECH.

1 1/2" 22 GA.

METAL DECK

COLD FORMED

TRUSSES @ 4'-0"

MAX., REF.

GENERAL NOTES

C3

S-510

C3

S-510

2' - 0"

26' - 0"

2' - 0"

C3

S-510

C3

S-510

H1

H

IP

T R U

SS

TRUSS T1

TRUSS T2

TRUSS T2

TRUSS T1

GIRDER TRUSS

GIRDER TRUSS

H

IP

T R U

SS

H

IP TR

U

SS

H

IP TR

U

SS

1' - 8" 18' - 8" 1' - 8"

DESIGN TRUSSES FOR

PIPE. REF. MECH. FOR

PIPE LOCATIONS. PIPE

WT= 60PLF

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READY TO ADVERTISE

PLAN NORTH

02 4 8134

SCALE: 1/4"=1'-0"

1/4" = 1'-0"B1

FOUNDATION PLAN - PUMP HOUSE

1/4" = 1'-0"B3

ROOF FRAMING PLAN - PUMP HOUSE

FOUNDATION PLAN NOTES:

- SEE SHEET S-001 AND S-002 FOR GENERAL STRUCTURAL NOTES AND SHEET S-003

FOR SPECIAL INSPECTION REQUIREMENTS.

- REFERENCE GENERAL STRUCTURAL NOTES FOR CMU REINFORCMENT

- SEE DETAIL C1/S-501 FOR TYPICAL SLAB JOINT DETAILS.

- SEE DETAIL C5/S-501 FOR THICKENED FOOTING DETAIL WHEN SUBGRADE

PLUMBING FLOWLINE IS LESS THAN 2'-0" BELOW BOTTOM OF THE GRADE BEAM, TYPICAL.

- REFERENCE ARCHITECTURAL DRAWINGS FOR NON LOAD-BEARING WALLS.

- REFERENCE S-601 FOR TYPICAL MASONY DETAILS.

- FOR MECH. PENETRATIONS THROUGH FOUNDATION, USE PIPE SLEEVE. LOCATE PIPE TO NOT INTERRUPT

REINFORCEMENT.

C.J. WALL CONTROL JOINT, REFERENCE C2/S-601

FOUNDATION PLAN MARKS:

S.J. SLAB ON GRADE CONTROL JOINT, REFERENCE C1/S-601

ROOF PLAN NOTES:

- REFERENCE. SHEETS S-001 AND S-002 FOR GENERAL STRUCTURAL NOTES

AND S-003 FOR SPECIAL INSPECTIONS.

-TRUSS BEARING EL. 110'-0", U.N.O.

- TRUSS DRAWINGS ARE PROVIDED FOR CONCEPTUAL DESIGN ONLY.

ENGINEERED DRAWINGS & CALCULATIONS SHALL BE SUBMITTED REF.

SPEC., PRIOR TO INSTALLATION. DRAWINGS AND CALCULATIONS SHALL BE

SEALED BY A LICENSED STRUCTURAL ENGINEER PRIOR TO SUBMITTAL,

REFERENCE. STRUCTURAL GEN. NOTES.

- REFERENCE DETAIL C2/S-510 FOR TYPICAL TRUSS LOADING.

- REFERENCE SHEET S-510 FOR TYPICAL FRAMING DETAILS.

ROOF PLAN MARKS:

HX MASONRY HEADER, REFERENCE B5/S-601

1 1/2" 22 GA. MTL DECK, REFERENCE C1/S-510

OPTION A

STD. 90 DEGREE HOOK

TYP. MATCH SPACING

AND SIZE OF HORIZ.

REINF. TYP.

NOTE:

REINFORCING SHOWN APPLIES

TO TOP, BOTTOM AND

INTERMEDIATE BARS IN

CONCRETE WALLS UNLESS

NOTED OTHERWISE

SLEEVE THROUGH FOUNDATION

FOR PLUMBING LINES. SEE MECH.

& ELEC. FOR LOCATION & DEPTH

NOTE:

THICKEN FOUNDATION AS

SHOWN WHERE SUBGRADE

UTILITY LINE IS LESS THAN

2'-0" BELOW THE BOTTOM OF

THE FOUNDATION, TYPICAL

DEEPEN BOTTOM OF

FOUNDATION @ UTILITY

LINES.

MATCH NUMBER AND SIZE

OF BOTTOM FOUNDATION

REINFORCEMENT

TYP

1' - 0

M

IN

MIN

1' - 6"

MIN

1' - 6"

T Y

P

NOTES:

REPLACEMENT

BARS FOR

INTERRUPTED BARS

INTERRUPTED

BARS

INTERRUPTED BARS

ADDITIONAL #

5 EACH FACE

2' -0

" T

YP.

3"

CLR.

TYP.

USE THIS DETAIL FOR ALL OPENINGS GREATER THAN 8" IN CONCRETE WALLS AND

SLABS, PROVIDE (2) #5 ON DIAGONAL AT EACH CORNER AS SHOWN. EXTEND BARS 2'-

0" PAST OPENING. REPLACE ALL VERTICAL AND HORIZONTAL BARS INTERRUPTED BY

THE OPENING WITH AN EQUAL NUMBER AND SIZE BARS EVENLY DIVIDED ON EACH SIDE

OF THE OPENING UNLESS NOTED OTHERWISE.

1.

REFER TO PLANS FOR ALL OPENING LOCATIONS.2.

INTERRUPTED BARS

INTERRUPTED

BARSADDITIONAL

#5 EA. FACE

3"

CLR.

TYP.

REPLACEMENT

BARS FOR

INTERRUPTED BARS

2' -0

" T

YP

T Y

P

3" MAX.

WWF CONSTRUCTION JOINT (CJ) DETAIL

WWF SAWN JOINT (SJ) DETAIL

SLAB ON GRADE,

REF PLAN

CUT EVERY OTHER BAR

AT JOINT LOCATION

1 1/2" CLR.

2" CLR. @

EXT.

MINIMUM 1/8" WIDE SAW

JOINT W/ FILLER, 1 1/4"

DEEP (COORDINATE WIDTH

W/ JOINT FILLER SUPPLIER)

SMOOTH BAR DOWELS

9" TO 11"

DOWEL

DIMENSIONS

SLAB

DEPTH

DOWEL

SPACING

4" TO 6"

7" TO 8"

3/4"ØX1'-2" 12" O.C.

12" O.C.

12" O.C.

1"ØX1'-4"

1-1/4"ØX1'-6"

1/8" RAD. TOOLED EDGE

SMOOTH BAR DWL, REF. TABLE

SLAB ON GRADE, REF. PLAN

3' - 0" 3' - 0"

NOTES:

ENCASEMENT MUST NOT BE

GREATER THAN 5'-0" WIDE

MULTIPLE ENCASEMENTS MUST BE

SPACED GREATER THAN 2X THE

DEPTH TO THE BOTTOM OF

ENCASEMENT

NO TRENCHES PARALLEL TO

THE FOUNDATION MAY BE

LOCATED UNDER THIS AREA

WITHOUT PRIOR APPROVAL

BY THE ENGINEER OF

RECORD.

NOTE:

THE FOUNDATIONS SHOWN ARE

REPRESENTATIONAL. ACTUAL

FOUNDATION CONFIGURATION

MAY VARY FROM SHOWN.

M

IN

WALL FOUNDATION

ENCASEMENT, REFERENCE MECHANICAL & ELECTRICAL

1' - 6"

CONC. SLAB,

REF. PLAN

#4 TIES @ 18"O.C.

(3) #6 CONT.,

TOP & BOT.

#4 DWL @ 18"O.C.

2'-0

8" CMU WALL,

REF. PLAN AND

SCHED.

T.O.C. EL.

REF. PLAN

#4 CONT.

DWLS TO MATCH

VERT. WALL REINF.

8"

(2) #5 CONT.

REF. ARCH. FOR

FOUNDATION

INSULATION

FORM PORTION OF

TRENCH FOOTING

WHEN EXPOSED DUE

TO GRADE

LVC NOTE: LVC SHALL CONSIST OF A MATERIAL WITH A

LIQUID LIMIT LESS THAN 40, AND A PLASTIC INDEX OF 5

TO 15. CLAYEY SANDS, SILTY SANDS, LEAN CLAYS AND

GRANULAR MATERIALS SUCH AS CRUSHED CONCTRETE

OR CRUSHED LIMESTONE/ LIMESTONE SCREENINGS

TYPICALLY MEET THE ABOVE LIMITS

LOW VOLUME CHANGE

MATERIAL, SEE NOTE

SAND DRAINAGE

LAYER

1' - 6"

CONC. SLAB,

REF. PLAN

#4 TIES @ 18"O.C.

(3) #6 CONT.,

TOP & BOT.

#4 DWL @ 18"O.C.

2'-0

#4 CONT.

(2) #5 CONT.

SLOPE FROM BUILDING

1' - 6"

CONC. SLAB,

REF. PLAN

#4 TIES @ 18"O.C.

(3) #6 CONT.,

TOP & BOT.

#4 DWL @ 18"O.C.

2'-0

T.O.C. EL.

REF. PLAN

#4 CONT.

(2) #5 CONT.

/2

8"

LOW VOLUME CHANGE

MATERIAL, SEE NOTE

SAND

DRAINAGE

LAYER

1' - 6"

CONC. SLAB,

REF. PLAN

#4 TIES @ 18"O.C.

(3) #6 CONT.,

TOP & BOT.

#4 DWL @ 18"O.C.

2'-0

8" CMU WALL, REF.

PLAN AND SCHED.

T.O.C. EL.

REF. PLAN

#4 CONT.

DWLS TO MATCH

VERT. WALL REINF.

8"

(2) #5 CONT.

4" MIN

REF. ARCH.

#5 @ 18" O.C. EA.

WAY TOP &BOT.

#4 DWL @

18"O.C.

2'-0

10" CONC. WALL

W/ #4@ 12" O.C.

EA. FACE EA.

WAY

FOOTING BEYOND

#4 CONT.

GALV. GRATING

AND CONNECTIONS

REF. GENERAL

NOTES

BRICK VENEER REF.

ARCH.

PIPE COLUMNS, ANGLE AND GRATING FOR

CATWALK AND PIPE SUPPORTS IN TRENCH

TO BE DESIGNED, FABRICATED AND

INSTALLED BY THE CONTRATOR

SUPPORT PIPES IN TRENCH

FROM FLOOR AND WALL.

MAXIMIZE WIDTH OF CATWALK

FOR ACCESS

PENETRATIONS FOR

GEOTHERMAL LINES

SHALL BE COORDINATED

BY CONTRACTOR TO MISS

REINFORCING IN WALL

WATERSTOP AT ALL

PIT WALLS, REF. SPEC

10"

LOW VOLUME

CHANGE

MATERIAL,

SEE NOTE

SAND DRAINAGE

LAYER

#3 DWLS. @ 24" O.C. EACH

DIRECTION IN EQUIPMENT

PAD. (EMBED 2 1/2" INTO

SLAB) W/ APPROVED

ADHESIVE ANCHOR SYSTEM

RAD. TOOLED EDGE

CONC, SLAB

REF. PLAN

ROUGHEN EXISTING

SLAB AND APPLY

BONDING AGENT

#3 @ 12" O.C. EA. WAY

IN EQUIPMENT PAD

R

A

N

NOTE:

REFERENCE MECHANICAL AND

ELECTRICAL FOR THE REQUIRED

PAD THICKNESS AND EQUIPMENT

SIZE

NO SCALEB2

TYPICAL CORNER AND INTERSECT. REINF.

NO SCALEC5

TYPICAL THICKENED FND DETAIL

NO SCALEC3

TYPICAL SLAB/WALL OPENINGS

NO SCALEC1

TYPICAL SLAB ON GRADE JOINT DETAIL

NO SCALEB1

TYP. OF UTILITIES UNDER FND.

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READY TO ADVERTISE

3/4" = 1'-0"B4

FOUNDATION SECTION

3/4" = 1'-0"A1

EXTERIOR STOOP DETAIL

3/4" = 1'-0"A3

TRENCH

OPTION A

NO SCALEA5

TYP INTERIOR EQUIPMENT PAD SECTION

36/4 PATTERN

DECK SUPPORTS

(3)-#10 TEK SCREW SIDELAP

FASTENERS BETWEEN

EACH SUPPORT

36" COVERAGE

PUDDLE WELD W/ 36/4

PATTERN @ EACH

SUPPORT5/8Ø

CONT. BOND BEAM

METAL DECK, REF. PLAN

COLD FORMED TRUSS, BY OTHERS

W/ MIN. 18 GA. BOT. CHORD

CMU WALL REF.

PLAN

1/8X3X7XCONT. (LLV)

BENT PL LAP MIN. 12"

W/ (6) #12 SCREWS

FULL DEPTH TRUSS BLOCKING

BETWEEN EVERY OTHER TRUSS

SPACE, MIN. 20 GA. ATTACH TO WALL

W/ SIMPSON TITEN 2 1/4" DIA. @ 6"

O.C. ( BLKG TO BE DESIGNED TO

TRANSFER 280 PLF ASD)

T.O.WALL

EL. 110'-0"

SIMPSON H10S @ EA. TRUSS

W/ (2) 3/8" DIA. SIMPSON

TITEN, EMBED 4". AT HIP

TRUSSES USE SIMPSON

S/HGAM10.

1 1/2" MIN.

PANEL EDGE FASTENING,

REF. GENERAL NOTES

REF. ARCH.

BRICK VENEER REF.

ARCH.

NOTE:

SNOW DRIFT AND UNBALANCED SNOW

LOADING SHALL BE INCORPORATED INTO THE

TRUSS DESIGN. REFERENCE GENERAL NOTES.

LIVE LOAD

DEAD LOAD

DEAD LOAD

(APPLY TO TOP CHORD)

(APPLY TO BOTTOM CHORD)

20 PSF (NON-REDUCIBLE)

10 PSF

10 PSF

NO SCALEC1

1 1/2" ROOF DECK ATTACHMENT

PR

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READY TO ADVERTISE

3/4" = 1'-0"C3

DECK BEARING DETAIL

3/4" = 1'-0"C2

TRUSS LOADING

OPTION A

GROUT SOLIDLY

REINFORCING

BARS

BOND BEAM

3"3"

GROUT SOLIDLY

REINFORCING

BARS

2 3/4"2 3/4"

KNOCK OUT BOND BEAM

HOHMANN & BARNARD,

INC. RS-STANDARD

RUBBER CONTROL JOINT

OR APPROVED EQUAL

INTERRUPT BOND

BEAM REINF. AT C.J.

EXCEPT AT LINTEL

BEAMS, TOP OF WALL,

ROOF & FLOOR

VERT. SIZE TO

MATCH WALL

REINFORCING EA.

SIDE OF JOINT.

GROUT CORE SOLID

(TYP.)

PROVIDE

BACKER ROD &

SEALANT

RAKE & CAULK

VERT. SIZE TO

MATCH WALL

REINFORCING EA.

SIDE OF JOINT.

GROUT CORE SOLID

(TYP.)

C L R

CORNER

INTERSECTION

8" CMU WALL

BOND BEAM

REINF.

BOND BEAM

REINF.

CORNER BARS SAME

SIZE & SPACING AS

HORIZ. REINF. LAP 2'-0"

MIN.

CORNER BAR SAME

SIZE & SPACING AS

HORIZ. REINF.

2'-0

CORNER

INTERSECTION

8" CMU WALL

BOND BEAM

REINF.

CORNER BARS SAME

SIZE & SPACING AS

HORIZ. REINF. LAP 2'-0"

MIN.

CORNER BAR SAME

SIZE & SPACING AS

HORIZ. REINF.

2'-0

BOND BEAM

REINF.

JAMB BARS/FILLED

CORES FROM FOUND. TO

T.O. WALL. REF.

VERT. SIZE TO

MATCH WALL

REINF. EA. SIDE OF

JOINT. GROUT

CORE SOLID (TYP.)

EDGE OF OPENING

CONT. LINTEL REINF.

AT JAMB PER LINTEL

SCHED.,

REF. SCHED.

JAMB WIDTH

/B3 S-601

/B5 S-601

VERT. REINF.

IN GROUTED

CORES

BOND

BEAM

MASONRY WALL

LINTEL

REINF.

BOND BEAM REINF. MAY

BE CONTINUOUS TO

ADJACENT OPENINGS

2' - 0" 2' - 0"

NOTE:

PROVIDE CORNER BARS FOR

LINTEL REINFORCING WHERE

WALL SEGMENTS ADJACENT TO

OPENINGS ARE LESS THE 24"

8" CMU

GROUT SOLIDLY

VERT. REINF.

EA. FACE

CELL

CL

CMU BLK. REF.

GENERAL NOTE FOR

REINFORCING

NOTE:

REF. FOR JAMB

BAR REQUIREMENTS.

BOND BEAM REF.

GENERAL NOTES

8" BOND BEAM

C L R

/B5 S-601

LINTEL AND JAMB SCHEDULE

MARK

LINTEL

SIZE

JAMB

SIZE

SILL

SIZE

REMARKS

LINTELS NOT CALLED OUT ON PLANS SHALL BE:

OPENING LINTEL

< 3'-4" 8" DEEP CMU BOND BEAM W/ 2 - #5 CONT. & 8" BRG. EA. END

>3'-4", < 7'-4" 16" DEEP CMU BOND BEAM W/ 2 - #5 CONT. TOP & BOT. & 16"

BRG. EA. END

24" W/ (2) #5 EA.

CELL

N/A

REF. C5, B1 &

B3/S-601

* JAMB CELLS SHALL BE FULL HEIGHT ADJACENT TO BEAM

BEARING ( WHERE OCCURS)

16" W/ (2) #5

TOP AND BOT.H1

1 1/2" = 1'-0"C1

MASONRY BOND BEAM REINFORCING

NO SCALEC2

MASONRY CONTROL JOINT DETAIL

3/4" = 1'-0"C3

MASONRY CORNER AND INT. REINF.

3/4" = 1'-0"C5

MASONRY JAMB DETAIL

NO SCALEB1

MASONRY OPENING REINFORCING

NO SCALEB2

MASONRY VERTICAL CELL REINFORCING

NO SCALEB3

TYPICAL MASONRY LINTEL

PR

OF

ES

SI

ON

AL

E

NG

IN

EE

RI

NG

C

ON

SU

LT

AN

TS

, P .A

6-

2-w ww

.pe c1

.co m

3 S

OU

TH

T

OP

EK

A

W

IC

HI

TA

, K S

US Army Corps of Engineers ®

SHEET ID

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READY TO ADVERTISE

B5

CMU HEADER SCHEDULE

OPTION A

AE201

B1

AE201

C1

A3

AE201

6' - 8"

M.O.

6' - 8" 10' - 0"

23' - 4"

23' - 4"

MECHANICAL

AE201

C3AE201

B3

12' - 8" 9' - 4"

/8

A1

AE201

L1

3' - 4"

M.O.

2' - 0" 1' - 4"

AE501A1

C.J.

C.J.C.J.

C.J.

A3

AE301

FLOOR MARKING

(P-2)

FLOOR MARKING

(P-2)

FLOOR PLAN KEY NOTES:

GUARDRAIL (P-2)

GATE IN GUARDRAIL (P-2)

PIT LADDER (P-2)

EXHAUST FAN, REF. MECH DWGS

FIRE EXTINGUISHER

GALVANIZED METAL GRATING

ON SUPPORTS, REF. STRUCT DWGS

SUMP BASIN, REF. STRUCT DWGS

PUMP HOUSE PLAN NOTES:

1.) ELEVATION FOR PUMP HOUSE FINISHED FLOOR IS 100'-0" = 859'-6"

2.) C.J. = CONTROL JOINT, REF. ELEVATIONS ON AE201

US Army Corps of Engineers ®

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N D

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K

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READY TO ADVERTISE (RTA) SUBMITTAL

1/2" = 1'-0"A1

PUMP HOUSE - FIRST FLOOR PLAN

PLAN NORTH

01 2 42

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

INTERIOR FINISH LEGEND

CODE MANUFACTURER/ITEM NO. DESCRIPTION

1 FLOOR FINISHES

CONC-1 CONCRETE WITH HARDENER

2 PAINTS & STAINS

P-1 Sherwin Williams SW1095 OFF WHITE, PAINT FOR INTERIOR SIDE OF CMU WALLS

P-2 Sherwin Williams SW4084 SAFETY YELLOW FOR MECHANICAL PIT EDGE (1'-0" WIDE STRIPE ALONG LENGTH OF PIT EDGE), GUARD RAILS, AND PIT LADDER

FINISH SCHEDULE

ROOM NO ROOM NAME

WALL FINISH FLOOR CEILING

NOTESNORTH EAST SOUTH WEST MAT. MAT. COLOR

101 MECHANICAL P-1 P-1 P-1 P-1 CONC-1 EXPOSED N/A NO CEILING FINISH

M A

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A

AE201

A3

AE201

26' - 5"

3" / 1'-0" 3" / 1'-0"

STANDING SEAM METAL ROOF

AE201

B3

R

ID

G

E

H

IP

H

IP

H

IP

H

IP

AE201

B1

AE201

C3

A3

AE301

6' - 0"

6' - 0"

ROOF PLAN KEY NOTES:

5" X 5" PREFINISHED METAL GUTTER

3" X 3" PREFINISHED METAL DOWNSPOUT TO SPLASHBLOCK

VENT PIPE, REF. MECH DWGS

T.O. CMU WALL

110' - 0"

STANDING SEAM METAL ROOF

7" RIGID INSULATION, MIN. R-35

BENT PLATE, REF. STRUCT

EXTERIOR GYPSUM

SHEATHING

1-1/2" MTL DECK, REF. STRUCT

2" RIGID INSULATION, MIN R-11

2 3/4" 2' - 0"

/8

PRE-FINISHED METAL FASCIA TRIM

METAL TRUSS, BEYOND

REF. STRUCT

CONTINUOUS CLEAT WITH PANEL

EDGE SUPPORT

PRE-FINISHED METAL

SOFFIT PANELS

PRE-FINISHED METAL

EAVE FLASHING

FRT BLOCKING

GUTTER

DOWNSPOUT BEYOND

AIR BARRIER

7/8" HAT CHANNELS @ 16" O.C.

BACKER ROD AND SEALANT

3 5/8" MTL STUDS @ 16" O.C.

BETWEEN TRUSSES

AIR BARRIER

EXTERIOR GYPSUM

SHEATHING

COVER BOARD

UNDERLAYMENT

ICE WATER SHIELD

US Army Corps of Engineers ®

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READY TO ADVERTISE (RTA) SUBMITTAL

1/2" = 1'-0"A1

PUMP HOUSE - ROOF PLAN

PLAN NORTH

01 2 42

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

3" = 1'-0"B4

ROOF OVERHANG DETAIL

SCALE: 3"=1'-0"

04 2

M A

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T.O. CMU WALL

110' - 0"

4A

4B

4C

8A7D

7B

7C

8B

PH - FIRST FLOOR

100' - 0"

7A

T.O. CMU WALL

110' - 0"

7B

4A

4C

4B

7C

7A

PH - FIRST FLOOR

100' - 0"

23A

7D

T.O. CMU WALL

110' - 0"

AE301

A2

AE301

A1

PH - FIRST FLOOR

100' - 0"

T.O. CMU WALL

110' - 0"

4A

4C

4B

7B

7C

7D

PH - FIRST FLOOR

100' - 0"C.J.C.J.

23A

T.O. CMU WALL

110' - 0"

4C

4B

7B

7C

7D

4A

PH - FIRST FLOOR

100' - 0"C.J.C.J.

7A

T.O. CMU WALL

110' - 0"

AE301

A4

PH - FIRST FLOOR

100' - 0"

2 3/8"

US Army Corps of Engineers ®

SHEET ID

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READY TO ADVERTISE (RTA) SUBMITTAL

1/4" = 1'-0"C1

PUMP HOUSE - NORTH ELEVATION

1/4" = 1'-0"B1

PUMP HOUSE - SOUTH ELEVATION

02 4 8134

SCALE: 1/4"=1'-0"

1/4" = 1'-0"A3

PUMP HOUSE - BUILDING SECTION

1/4" = 1'-0"C3

PUMP HOUSE - EAST ELEVATION

1/4" = 1'-0"B3

PUMP HOUSE - WEST ELEVATION

EQUIPM…