B.08.02 W912DQ20R4032 Renovation Buidling 46 DRAWINGS.pdf

PDF 24 MB Posted Aug 10, 2020

Attached to: Building 46 Renovations - Construction, Fort Leavenworth, Kansas
Solicitation number: W912DQ20R4032
Issued by: Department of the Army Corps of Engineers Engineering District Kansas City

About this file

Written by GovTribe AI · Dec 28, 2023

This pre-solicitation announcement describes a forthcoming solicitation for construction services. The U.S. Army Corps of Engineers, Kansas City District, will issue a request for proposal set aside for total small businesses to complete renovations of Building 46 at Fort Leavenworth, Kansas. The project scope involves furnishing all labor, materials, and equipment to fully renovate the two-story historic building into modern administrative spaces including offices, team rooms, restrooms, and mechanical and storage areas. The work must achieve LEED Silver certification and is estimated to cost between $5 million and $10 million. The evaluation factors and submission requirements will be detailed in the solicitation to be posted on SAM.gov. Interested parties should monitor the website and register in SAM for any amendments or updates regarding the planned issuance and terms of this solicitation for construction services at Fort Leavenworth.

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B46 PreBid Site Visit_LVN.jpg	JPG image	Sep 8, 2020
B46 PreBid Site Visit__LVN.jpg	JPG image	Sep 8, 2020
B46 PreBid Site Visit___LVN.jpg	JPG image	Sep 8, 2020
B.08.03 Amendment 0005 W912DQ20R40320005.pdf	PDF	Sep 4, 2020
B.08.03 Amendment 0005 Section 05 40 00, Cold-Formed Metal Framing .pdf	PDF	Sep 4, 2020
B.08.03 Amendment 0004 B46 Arch-AE101- Rev1-2020-09-01.pdf	PDF	Sep 3, 2020
B.08.03 Amendment 0004 B46 Arch-AE504- Rev1-2020-09-02.pdf	PDF	Sep 3, 2020
B.08.03 Amendment 0004 W912DQ20R40320004.pdf	PDF	Sep 3, 2020
B.08.03 Amendment 0004 B46 Arch-AE401- Rev1-2020-09-02.pdf	PDF	Sep 3, 2020
B.08.03 Amendment 0003 W912DQ20R40320003.pdf	PDF	Aug 28, 2020
B.08.03 Amendment 0003 Ft. Leavenworth_B46_Revised Drawings_CD101-AE110.pdf	PDF	Aug 28, 2020
B.08.03 Amendment 0002 W912DQ20R40320002.pdf	PDF	Aug 22, 2020
B.08.03 Amendment 0002 Ft. Leavenworth_B46_FF&E Samples_RTA Submital.pdf	PDF	Aug 22, 2020
B.08.03 Amendment 0002 Ft. Leavenworth_B46_FF&E Package_RTA Submital.pdf	PDF	Aug 22, 2020
B.08.03 Amendment 0001 01 91 00.15 AppABC.pdf	PDF	Aug 19, 2020
B.08.03 Amendment 0001 Building46_ Final_Hazmat survey120718.pdf	PDF	Aug 19, 2020
B.08.03 Amendment 0001 01 33 29 AttA LEED.pdf	PDF	Aug 19, 2020
B.08.03 Amendment 0001 W912DQ20R40310001.pdf	PDF	Aug 19, 2020
B.08.02 W912DQ20R4032 Renovation Building 46 Specifications.pdf	PDF	Aug 10, 2020

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US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

K D

G-000

C O

S H

M C

R T

O R

, K

Y D

C T

2T H

S T, K

Y, M

D R

N H

O M

Q R

G U

T N

RTA SUBMITTAL – FOR CONSTRUCTION

N D

N O

KANSAS CITY DISTRCT

711 MCCLELLAN AVE,

FORT LEAVENWORTH, KS 66027

TBD

JUNE 2020

RENOVATION DESIGN OF

BUILDING 46

SHEET ID

U S

Y C

O R

D R

B Y:

C H

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

G-001

F D

M C

R T

O R

, K

Y D

C T

2T H

S T, K

Y, M

D R

N H

O M

Q R

G U

T N

RTA SUBMITTAL – FOR CONSTRUCTION

N D

N O

INDEX OF DRAWINGS

TITLE

TELECOMMUNICATIONS

ET001 TELECOMMUNICATION LEGEND & ABBREVIATIONS

ET101 BASEMENT TELECOMMUNICATIONS PLAN

ET102 FIRST FLOOR TELECOMMUNICATIONS PLAN

ET103 SECOND FLOOR TELECOMMUNICATIONS PLAN

ET501 TELECOMMUNICATIONS SYSTEM DETAILS

ET601 TELECOM RISER DIAGRAM - FIRST FLOOR

EY101 FIRST FLOOR SPECIAL SYSTEMS PLAN

EY102 SECOND FLOOR SPECIAL SYSTEMS PLAN

EY501 SPECIAL SYSTEMS DETAILS

EY601 SECURITY/ACCESS CONTROL RISER DIAGRAM

INDEX OF DRAWINGS

TITLE

FIRE ALARM

FA001 FIRE ALARM/MASS NOTIFICATION ABBREVIATIONS AND LEGEND

FA101 BASEMENT FA/MNS PLAN

FA102 FIRE ALARM / MASS NOTIFICATION FIRST FLOOR PLAN

FA103 FIRE ALARM / MASS NOTIFICATION SECOND FLOOR PLAN

FA501 FA/MNS DETAILS

FA601 FA/MNS RISER DIAGRAM

FIRE PROTECTION

FX001 FIRE PROTECTION LEGEND AND ABBREVIATIONS

FX101 FIRE PROTECTION PLAN - ATTIC & BASEMENT

FX102 FIRE PROTECTION - FIRST AND SECOND FLOOR

FX501 FIRE PROTECTION DETAILS

LIFE SAFETY

LS101 LIFE SAFETY PLANS

LS601 OCCUPANT LOAD CALCULATIONS

PLUMBING

P-001 PLUMBING LEGEND & ABBREVIATIONS

PD101 PLUMBING DEMO PLAN - BASEMENT LEVEL

PD102 PLUMBING DEMO PLAN - FIRST AND SECOND FLOOR

P-101 BASEMENT SANITARY PLAN

P-102 BASEMENT DOMESTIC PLAN

P-103 FIRST AND SECOND FLOOR OVERALL PLUMBING PLAN

P-104 ATTIC OVERALL SANITARY PLAN

P-401 ENLARGED SANITARY PLANS

P-402 ENLARGED DOMESTIC PLANS

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-901 PLUMBING ISOMETRICS

MECHANICAL

M-001 MECHANICAL LEGENDS AND ABBREVIATIONS

M-002 MECHANICAL LEGENDS AND ABBREVIATIONS

M-003 GENERAL NOTES

MD101 MECHANICAL DEMO - BASEMENT & ATTIC

MD102 MECHANICAL DEMO - 1ST & 2ND FLOOR

M-101 HVAC PLAN - BASEMENT & ATTIC

M-102 HVAC PLAN - 1ST & 2ND FLOOR

MP101 PIPING PLAN - BASEMENT

MP102 PIPING PLAN - 1ST & 2ND FLOOR

M-401 ENLARGED PLANS

M-402 ENLARGED PLANS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-602 MECHANICAL SCHEDULES

M-701 CONTROLS

M-702 CONTROLS

M-703 POINT FUNCTION SCHEDULE

M-704 POINT FUNCTION SCHEDULE

M-705 POINT FUNCTION SCHEDULE

M-706 POINT FUNCTION SCHEDULE

M-707 POINT FUNCTION SCHEDULE

M-708 POINT FUNCTION SCHEDULE

ELECTRICAL

E-001 ELECTRICAL LEGEND AND ABBREVIATIONS

ED101 DEMOLITION PLANS

EL101 BASEMENT LIGHTING PLAN

EL102 FIRST FLOOR LIGHTING PLAN

EL103 SECOND FLOOR LIGHTING PLAN

EL104 ATTIC LIGHTING PLAN

EL501 LIGHTING CONTROL DETAILS

EL601 LUMINAIRE SCHEDULE

EP101 BASEMENT POWER PLAN

EP102 FIRST FLOOR POWER PLAN

EP103 SECOND FLOOR POWER PLAN

EP104 ATTIC POWER PLAN

EP501 ELECTRICAL DETAILS

EP601 ELECTRICAL ONE-LINE DIAGRAM

EP602 ELECTRICAL POWER FEEDER SCHEDULE

EP603 ELECTRICAL SCHEDULES

EP604 ELECTRICAL SCHEDULES

INDEX OF DRAWINGS

TITLE

GENERAL

G-000 COVER SHEET

G-001 INDEX OF DRAWINGS

G-002 VICINITY MAP, SITE LOCATION AND HAUL ROUTE

CIVIL

C-001 CIVIL ABBREVIATIONS

VF101 EXISTING CONDITIONS PLAN

CD101 DEMOLITION PLAN

CS101 SITE PLAN

CG101 GRADING AND DRAINAGE PLAN

CU101 UTILITY PLAN

C-501 CIVIL DETAILS

C-502 CIVIL DETAILS

C-503 CIVIL DETAILS

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES, LEGENDS, & ABBREVIATIONS

S-002 GENERAL STRUCTURAL NOTES

S-101 BASEMENT STRUCTURAL PLAN

S-102 FIRST FLOOR STRUCTURAL PLAN

S-103 SECOND FLOOR STRUCTURAL PLAN

S-104 ATTIC FLOOR FRAMING PLAN

S-301 PAVILION STRUCTURE ELEVATIONS AND SECTIONS

S-501 TYPICAL DETAILS

S-502 ELEVATOR PIT SECTION

S-503 CONCRETE SECTIONS

S-504 DETAILS

S-505 WOOD FRAMING DETAILS

S-506 LIGHT GAGE STEEL DETAILS

S-507 EXTERIOR SECTIONS

S-508 STAIR SECTIONS

S-601 STRUCTURAL SCHEDULE & DIAGRAMS

ARCHITECTURAL

A-001 LEGENDS, ABBREVIATIONS, & GENERAL NOTES

A-002 TYPICAL WALL TYPES

AD001 GENERAL DEMOLITION NOTES

AD101 BASEMENT DEMOLITION PLAN

AD102 FIRST FLOOR DEMOLITION PLAN

AD103 SECOND FLOOR DEMOLITION PLAN

AD201 DEMOLITION ELEVATIONS

AD202 DEMOLITION ELEVATIONS

AE001 AIR BARRIER PLANS

AE002 AIR BARRIER SECTIONS

AE101 BASEMENT FLOOR PLAN

AE102 FIRST FLOOR PLAN

AE103 SECOND FLOOR PLAN

AE104 ATTIC FLOOR PLAN

AE110 REFLECTED CEILING PLANS

AE120 ROOF PLAN

AE201 EXTERIOR ELEVATIONS

AE301 BUILDING SECTIONS

AE310 WALL SECTIONS

AE401 BASEMENT ACCESS ENLARGED PLANS / SECTIONS

AE402 ENLARGED STAIRS PLANS/ DETAILS

AE403 NEW PAVILION

AE404 FIRST FLOOR ENLARGED PLANS

AE405 SECOND FLOOR ENLARGED PLANS

AE501 WINDOW DETAILS

AE502 DETAILS

AE503 DETAILS

AE504 DETAILS

AE505 DETAILS

AE601 DOOR SCHEDULE

AE610 WINDOW SCHEDULE

AF001 FINISH MATERIALS LIST

AF101 FLOOR PATTERN PLANS

AF601 ROOM FINISH SCHEDULE

AI201 TYPICAL ABA MOUNTING LOCATIONS

AI202 FIRST FLOOR INTERIOR ELEVATIONS

AI203 FIRST AND SECOND FLOOR INTERIOR ELEVATIONS

AI204 SECOND FLOOR INTERIOR ELEVATIONS

AI501 MILLWORK DETAILS

AI502 MILLWORK DETAILS

AI503 MILLWORK DETAILS

INTERIOR

IF101 FURNITURE PLANS

IG101 SIGNAGE PLANS

IG501 SIGN TYPES

IG601 SIGNAGE SCHEDULE

COMMERCIAL GATE

HAUL

ROUTE

METROPOLITAN AVE.

FORT LEAVENWORTH, KS

C O

L O

R A

D O

DODGE CITY

OKLAHOMA

EMPORIA

M I S

S O

U R

PITTSBURG

HAYS

GOODLAND

SALINA

NEBRASKA

KANSAS CITY

TOPEKA

NO SCALE

VICINITY MAP

CONSTRUCTION SITE LOCATION AND HAUL ROUTE

FORT

LEAVENWORTH

WICHITA

PLAN

NORTH

PLAN

NORTH

SCALE: 1" = 800'

0 400' 800' 1600' 2400'

McCLELLAN AVE

KEARNY AVE

SITE

US Army Corps of Engineers ®

SHEET ID

U S

R M

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

I S

S U

A T

C O

N T

R A

S O

L I C

I T

A T

I O

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

R I P

T I O

K A

N S

I T

I S

T R

C T

A N

S A

I T

J U

RTA SUBMITTAL - FOR CONSTRUCTION

C C

L E

L L A

V E

F O

A V

E N

W O

R T

R E

N O

V A

T I O

E S

I G

U I L D

I N

E M

G d w g

E L

I A

K O

V A

A L

I A

F E

R R

A J E

R A

V I C

I N

I T

A P

I T

O C

A T

I O

A N

A U

O U

T E

G-002

T B

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

I S

S U

A T

C O

N T

R A

S O

L I C

I T

A T

I O

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

R I P

T I O

K A

N S

I S

T R

C T

A N

S A

I T

J U

RTA SUBMITTAL - FOR CONSTRUCTION

C C

L E

L L A

V E

F O

A V

E N

W O

R T

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N O

V A

T I O

E S

I G

U I L D

I N

E M

C S d w g

E L

I A

K O

V A

A L

I A

F E

R R

A J E

R A

C I V

R E

V I A

T I O

N S

C-001

ASPHALT CEMENT

LP LOW POINT

LF LINEAR FEET or LINEAR FOOT

FM FORCE MAIN

GPM

GAL

GALV

GLV

GALVANIZED STEEL

GALLONS PER MINUTE

GUARD POST

GATE VALVE

FIRE PROTECTION

GUTTER ELEVATION

GLOBE VALVE

GALVANIZED

GALLON

FLOW SWITCH

FIRE WATER

FEET or FOOT

EXP

FIN

FFE

FES

EXT

EOP

EMH

EXIST

ELEV

EXPANSION

FLARED END SECTION

FLOOR DRAIN

FINISHED FLOOR ELEVATION

FIRE HYDRANT

FINISHED

EXTERIOR

FILTER RETURN

ELECTRICAL MANHOLE

EDGE OF PAVEMENT

EXISTING

EACH FACE

ELEVATION

WELDED WIRE FABRIC

WATER SURFACE

VACUUM PRESSURE GAUGE

VITRIFIED CLAY PIPE

VERTICAL CURVE

V/PG

WWF

VCP

WATER or WEST

WIDE

WITH

TBM TEMPORARY BENCHMARK

THROAT ELEVATION

DRAWINGS

UNLESS NOTED OTHERWISE ON

UNDERGROUND ELECTRICAL

TOP OF WALL ELEVATION

TOP OF SLAB ELEVATION

TOP OF PAVEMENT ELEVATION

TOP OF GRATE ELEVATION

TOP OF FOOTING

TELEPHONE CABLE

TOP ELEVATION

TRENCH DRAIN

TOP OF CURB ELEVATION

UNO

TYP TYPICAL

THREL

TFTG

THK

TEL

THICKNESS

THICK

SANITARY SEWER EASEMENT

SINGLE WING CATCH BASIN

STORM SEWER MANHOLE

TELEPHONE (UNDERGROUND)

TELEPHONE (OVERHEAD)

STORM SEWER

SANITARY SEWER MANHOLE

SANITARY SEWERAGE FORCE MAIN

SANITARY SEWER CLEAN OUT

SANITARY SEWER LINE

STORM DRAIN

SOUTH or SLOPE

SWCB

STMH

STA

STM

TANGENT

STEAM or STORM

STATION

SSCO

SSFM

SSMH

SSE

SHT SHEET

CABLE TELEVISION (UNDERGROUND)

BM BENCHMARK

DWCB

DWG

DIP

DIA

DBI

CONN

COL

CONC

COND

DOUBLE WING CATCH BASIN

DUCTILE IRON PIPE

EAST

DOMESTIC WATER

DRAWING

DIAMETER

DROP INLET

DITCH BOTTOM INLET

CONNECTION

CUBIC YARDS

CHECK VALVE

MAIN DRAIN

CONDENSATE

CONCRETE

COLUMN LINE

CLEANOUT

CISP

CMP

CMU

CLR

C&G

CATVu

CATVo

CONCRETE MASONRY UNIT

CORRUGATED METAL PIPE

CAST IRON SOIL PIPE

CHEMICAL TREATMENT

CURB AND GUTTER

CENTERLINE

CLEAR

CHORD LENGTH

CUBIC FEET

BUTTERFLY VALVE

CENTER TO CENTER

CABLE TELEVISION (OVERHEAD)

COMPRESSED AIR

CATCH BASIN

BACK OF WALL

CHORD

ACRE OR ASBESTOS CEMENT

AGGREGATE

ALUMINUM

ASPHALT CEMENT

ASSEMBLY

BLV

BLDG

BITUM

BCCMP

AGGR

ALUM

ASPH

ASSY

CORRUGATED METAL PIPE

BITUMINOUS COATED

BOTTOM ELEVATION

BITUMINOUS

BUILDING

BALL VALVE

BACK OF CURB

BACKWASH

No NUMBER or POLYVINYLCHLORIDE PIPE

RIGHT OF WAY

RAW WATER

RAILROAD TRACK STRUCTURE

RAILROAD (COMPANY)

RIGHT OF WAY

REINFORCEMENT

REINFORCED CONCRETE PIPE

POTABLE WATER

POINT OF VERTICAL INTERSECTION

POINT OF VERTICAL CURVATURE

POINT OF TANGENCY

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT or FEET

REINF

ROW

RRT

R/W

RED

RCP

REDUCER

RADIUS

PVMT

PVT

PSF

PSI

PVC

PAVEMENT

POINT OF SWITCH

PROPERTY LINE

POST INDICATOR VALVE

POINT OF INTERSECTION

PRESSURE GAUGE

POLYETHYLENE

POSITIVE DISPLACEMENT

POINT OF CURVE

OVERHEAD ELECTRIC

OUTSIDE DIAMETER

ON CENTER

NOT TO SCALE

NON-REINFORCED CONCRETE PIPE

PIV

NONRCP

NTS

NITROGEN GAS

NOT IN CONTRACT

NATURAL GAS

SODIUM HYPOCHLORITE SOLUTION

NOT APPLICABLE

MONUMENT

MECHANICAL JOINT

MECHANICAL

MTR METER

NaOCL

NIC

NIG

M/U

N/A

NORTH

MAKE-UP

MECH

MIN

MON

MAX

MINIMUM

MANHOLE

MAXIMUM

WAT EXISTING or PROPOSED WATER LINE

ESMT EASEMENT

EW EACH WAY

ON CENTER EACH WAYOCEW

LA LANDSCAPE AREA

THE LIST OF ABBREVIATIONS AND THE LEGEND MAY

CONTAIN ITEMS THAT ARE NOT SHOWN ON THE

DRAWINGS AND DO NOT OCCUR IN THE PROJECT.

TB THRUST BLOCK

HANDICAPPED PARKING

HANDICAPPED

HIGH DENSITY POLYETHYLENE PIPE

HEADWALL

HYDROGEN GAS

HIGH POINT

HIGH TEMPERATURE WATER

HOT WATER

HIGH TEMPERATURE, HIGH

PRESSURE WATER RETURN

HIGH TEMPERATURE, HIGH

PRESSURE WATER SUPPLY

HDCP

HDPE

HDWL

HTW

HWR

HWS

INSIDE DIAMETER

INVERT ELEVATION

IRON PIN

IRON PIN FOUND

IPF

IPS

JUNCTION BOXJB

CP CARPOOL PARKING SPACE

FEV FUEL EFFICIENT VEHICLE

OUTLET CONTROL BOXOCB

PASSENGER OPERATED VEHICLEPOV

VANPOOLVP

WI WIER INLET

DS DOWN SPOUT

CI CURB INLET OR CAST IRON

THR THROAT

BFP BACKFLOW PREVENTOR

BLD BUILDING

G GAS

IRON PIN SET

L LENGTH

OVERHEAD POWER LINEOHPL

UNDERGROUND COMMUNICATIONSUC

COMM COMMUNICATION(S) LINE

ELEC ELECTRIC or ELECTRICAL

SANITARY SEWERSAN

DBI DITCH BOTTOM INLET

AIR RELEASE VALVEARV

ABBREVIATIONS*

NATIONAL STONE ASSOCIATIONNSA

CW CHILLED WATER

T B

T&B TOP AND BOTTOM

N C

R E

T E

42"DTREE

36" DTREE

BREAKER

A C

PULLBOX

B R

E A

K E

A C

BREAKER

E M

FF:900.36

F F

FF:900.36

FF:900.51

FF:897.98

2-GV

P O

S T

R O

SGDI TR:899.75

HYD

2-SSCO

S U

E N

I P

U E

CP#605

S T

C A

S E

CP#604

4"DSP

U T

O R

D O

W N

S P

O U

CP#413

CP#601

CP#602

CP#603

SHRUB

36" DTREE

18" DTREE

24" DTREE

18" DTREE

16" DTREE

2-GUY

R O

SGDI TR:895.52

SGDI TR:895.99

SIGN MCLELLAN/ORGAN

S S

C O

WVR

F N

P U

PUG

UMH TR:897.89

UMH TR:898.00

UMH TR:897.91

WMH TR:900.09

U E

BTM:891.27'

PULLBOX

BTM:890.45'

BTM:891.36'

4"DSP

2-BREAKERS

A/C LINES

A C

BTM:897.16'

SGDI TR:899.76

GAS REGULATOR

BTM:897.15'

4"DSP

BIKE RACK

OVERHEAD

UTIL CORRIDOR

F N

S P

4"DSP

S P

U E

FL W:894.25

BTM:894.15

OE(

B A

S E

M E

N T

V E

N T

A/C

U C

FDC

WVR

U C

COMM MH TR:899.14

B A

S E

M E

F F

3"PVC FL:896.68

SIGN NO PKNG

(N O

T M

A R

K E

A S

S U

M E

D A

N M

E N

S S

U C

S T

D O

O R

DOOR

900.41

900.30

900.31

900.34

900.33

900.31

900.32

900.36

900.35

900.39

900.40

S S

S T

S P

E X

T E

S T

C A

S E

E X

T E

U T

I L I T

O R

R I D

E W

A L K

S S

U E

B U

I L D

I N

S H

E D

C O

V E

R E

D P

A T

GRASS

C O

N C

R E

E W

A L K

G R

A S

C O

N C

R E

T E

C O

N C

R E

T E

C O

N C

R E

E W

A L K

C O

N C

R E

E W

A L K

C O

N C

R E

T E

C O

N C

R E

T E

R A

M P

E W

A L K

9 9

SDMH TR:886.59

U E

FL E 24"PVC:879.32'

S T

UUMH TR:897.89

8"WL TP:892.94

4 1/2"STEEL PIPE TP:893.86

3/4" ELEC TP:896.89 WEST

3 1/2" COMM TP:895.84

3-4 WIRE BUNDLE TP:896.79

3/4" ELEC TP:895.79 EAST

S T

U E

TP - TOP OF PIPE

SSMH TR:896.12

FL EAST:878.70

SGDI TR:895.48 9"TC FL

W:893.23 12"PVC FL E:893.48

N O

T E

: T O

P O

F R

O C

F O

U N

D A

N W

A L L

E L E

- 8 .7

T O

P O

F W

A T

E R

T A

B L E

E L E

- 9 .4

S S

12" O.D. VCP SDL TP:892.69

FIELD VERIFY INV = +-891.80

U E

B u i l d i n g

SSMH TR:897.03

MANHOLE UNDER CAR

COULD NOT OPEN

SSMH TR:898.22 FL

NORTH 882.80 DRY FL

NORTH 878.56 FL OUT

SOUTH 878.52

SSMH TR:896.12 FL NORTH 878.11 FL

WEST 877.90 FL OUT EAST 877.81

M c C

L E

L L A

V E

O R

G A

N A

V E

B U

I L D

I N

M c C

L E

L L A

V E

O R

G A

N A

V E

BASEMENT

FF:891.42

U C

CP#411

N:387554.80

E:2182835.87

EL:895.15 I.P.

CP#413

N:387311.30

E:2183141.91

EL:896.65 I.P.

CP#601

N:387514.27

E:2183166.06

EL:900.37 60D

NAIL CP#602

N:387312.11

E:2183136.02

EL:897.02 60D

NAIL CP#603

N:387278.47

E:2183075.98

EL:896.60 60D

NAIL CP#604

N:387352.36

E:2183015.02

EL:896.85 60D

NAIL CP#605

N:387483.12

E:2183033.52

EL:897.84 60D

NAIL

A C

PULLBOX

B R

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K E

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2-GV

4"DSP

U T

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2-GUY

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WVR

S P

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B A

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FDC

U C

F F

S S

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900.41

900.35

S S

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C A

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T E

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SSMH TR:896.12

FL EAST:878.70 O

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US Army Corps of Engineers ®

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VF101

SCALE: 1" = 20'

0 20' 40' 60'10'

PLAN

NORTH

EXISTING CONDITIONS PLAN

GENERAL SHEET NOTES

1. REFER TO C-001 FOR ABBREVIATIONS.

2. EXISTING CONDITIONS ARE SCREENED.

EXISTING SANITARY SEWER

EXISTING WATER LINE

EXISTING GAS LINE

EXISTING UNDERGROUND

COMMUNICATIONS

EXISTING UNDERGROUND

ELECTRICAL

W W

SS SS

G G

UC UC

UE UE

EXISTING UTILITY LEGEND

T B

SCALE: 1" = 10'

0 5' 30'20'10'

INSERT

AutoCAD SHX Text Asphalt Drive

AutoCAD SHX Text Concrete

N C

R E

T E

42"DTREE

36" DTREE

BREAKER

A C

PULLBOX

B R

E A

K E

A C

BREAKER

E M

FF:900.36

F F

FF:900.36

FF:900.51

FF:897.98

2-GV

P O

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R O

SGDI TR:899.75

HYD

2-SSCO

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CP#605

S T

C A

S E

CP#604

4"DSP

U T

O R

D O

W N

S P

O U

CP#413

CP#601

CP#602

CP#603

SHRUB

36" DTREE

18" DTREE

24" DTREE

18" DTREE

16" DTREE

2-GUY

R O

SGDI TR:895.52

SGDI TR:895.99

SIGN MCLELLAN/ORGAN

S S

C O

WVR

F N

P U

PUG

UMH TR:897.89

UMH TR:898.00

UMH TR:897.91

WMH TR:900.09

U E

BTM:891.27'

PULLBOX

BTM:890.45'

BTM:891.36'

4"DSP

2-BREAKERS

A/C LINES

A C

BTM:897.16'

SGDI TR:899.76

GAS REGULATOR

BTM:897.15'

4"DSP

BIKE RACK

OVERHEAD

UTIL CORRIDOR

F N

S P

4"DSP

S P

U E

FL W:894.25

BTM:894.15

OE(

B A

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A/C

U C

FDC

WVR

U C

COMM MH TR:899.14

B A

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M E

F F

3"PVC FL:896.68

SIGN NO PKNG

(N O

T M

A R

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U C

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D O

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DOOR

900.41

900.30

900.31

900.34

900.33

900.31

900.32

900.36

900.35

900.39

900.40

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A L K

SDMH TR:886.59

U E

FL E 24"PVC:879.32'

S T

UUMH TR:897.89

8"WL TP:892.94

4 1/2"STEEL PIPE TP:893.86

3/4" ELEC TP:896.89 WEST

3 1/2" COMM TP:895.84

3-4 WIRE BUNDLE TP:896.79

3/4" ELEC TP:895.79 EAST

S T

U E

TP - TOP OF PIPE

SSMH TR:896.12

FL EAST:878.70

SGDI TR:895.48 9"TC FL

W:893.23 12"PVC FL E:893.48

N O

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12" O.D. VCP SDL TP:892.69

FIELD VERIFY INV = +-891.80

C /L

C L

C /L

C/L

C /L

C L

U E

B u i l d i n g

SSMH TR:897.03

MANHOLE UNDER CAR

COULD NOT OPEN

SSMH TR:898.22 FL

NORTH 882.80 DRY FL

NORTH 878.56 FL OUT

SOUTH 878.52

SSMH TR:896.12 FL NORTH 878.11 FL

WEST 877.90 FL OUT EAST 877.81

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FF:891.42

U C

CP#411

N:387554.80

E:2182835.87

EL:895.15 I.P.

CP#413

N:387311.30

E:2183141.91

EL:896.65 I.P.

CP#601

N:387514.27

E:2183166.06

EL:900.37 60D

NAIL CP#602

N:387312.11

E:2183136.02

EL:897.02 60D

NAIL CP#603

N:387278.47

E:2183075.98

EL:896.60 60D

NAIL CP#604

N:387352.36

E:2183015.02

EL:896.85 60D

NAIL CP#605

N:387483.12

E:2183033.52

EL:897.84 60D

NAIL

US Army Corps of Engineers ®

SHEET ID

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CD101

SCALE: 1" = 20'

0 20' 40' 60'10'

PLAN

NORTH

DEMOLITION PLAN

GENERAL SHEET NOTES

1. REFER TO C-001 FOR ABBREVIATIONS.

2. EXISTING CONDITIONS ARE SCREENED.

3. SAWCUT EDGE OF ALL CONCRETE AND PAVEMENT REMOVAL.

4. FOUNDATION EXCAVATION AND DRAIN INSTALLATION WILL

REQUIRE UTILITY INTERRUPTION AND PROTECTION. THE

CONTRACTOR SHALL EXECUTE EACH NEED FOR THE SPECIFIC

UTILITY AS OUTLINED BELOW. THE SECONDARY SERVICE

FROM THE TRANSFORMER TO THE BUILDING SHALL BE

DEMOLISHED, REMOVED, AND REPLACED. THE SITE LIGHTING

CIRCUIT SHALL BE PROTECTED IN PLACE. COMMUNICATION

SHALL BE PROTECTED AT ALL TIMES. GAS LINES SHALL BE

DEMOLISHED, REMOVED, AND REPLACED OR PROTECTED IN

PLACE. WATER AND SANITARY SEWER LINES SHALL BE

PROTECTED IN PLACE.

5. REFER TO ELECTRICAL DRAWING EP601 AND COMMUNICATION

DRAWING ET101 FOR ELECTRICAL AND COMMUNICATION

IMPROVEMENTS.

SHEET KEYNOTES

1. DEMOLISH AND REMOVE SHED, CANOPY, COLUMNS,

FOOTINGS, CONCRETE SLAB, AND BASE MATERIAL

2. DEMOLISH AND REMOVE CONCRETE SIDEWALK AND BASE

MATERIAL

3. DEMOLISH AND REMOVE CONCRETE STAIRS, FOOTINGS,

RAILING, AND CROSS TIE WALL

4. DEMOLISH AND REMOVE CONCRETE ACCESSIBLE RAMP

SYSTEM AND FOOTING

5. DEMOLISH AND REMOVE CONCRETE STEPS, FOOTINGS,

LANDING, AND RAILING

6. SAW-CUT FULL DEPTH SIDEWALK AT CLOSEST JOINT

7. CONSTRUCTION LIMITS

8. CONTRACTOR STAGING AREA - WEST PARKING LOT

9. DEMOLISH AND REMOVE BASEMENT STAIRS

10. DEMOLISH AND REMOVE EXISTING UNDERGROUND

ROOFDRAIN SYSTEM AND DOWNSPOUT LEADERS

11. DEMOLISH AND REMOVE A/C UNITS AND CONCRETE PAD

12. DEMOLISH AND REMOVE CONCRETE STEPS

13. DEMOLISH AND REMOVE EXISTING STEEL STAIRCASE AND

CONCRETE FOOTINGS

14. REMOVE EXISTING STRIPING

15. DEMOLISH AND REMOVE CONCRETE WINDOW WELLS - RE:

ARCHITECTURE

16. DEMOLISH AND REMOVE PAVEMENT AND BASE

17. DEMOLISH AND REMOVE DRAIN LINE

18. DEMOLISH AND REMOVE CONCRETE RAMP

19. DEMOLISH AND REMOVE CONCRETE CURB AND GUTTER

20. DEMOLISH AND REMOVE GAS METER - RE: MECHANICAL

21. DEMOLISH AND REMOVE SANITARY SEWER CLEANOUTS

22. DEMOLISH AND REMOVE SANITARY SEWER PIPE

23. SAW-CUT EXISTING PAVEMENT

24. RELOCATE UNDERGROUND ELECTRICAL AS REQUIRED FOR

NEW STAIRS

25. RELOCATE UNDERGROUND GAS AS REQUIRED FOR NEW

STAIRS

CONCRETE AND BASE REMOVAL

CANOPY STRUCTURE REMOVAL

ASPHALT PAVEMENT REMOVAL

LINEAR ITEM DEMOLITION

CONSTRUCTION LIMITS

EXISTING SANITARY SEWER

EXISTING WATER LINE

EXISTING GAS LINE

EXISTING UNDERGROUND COMMUNICATIONS

EXISTING UNDERGROUND ELECTRICAL

EXISTING STORM DRAINAGE

W W

SS SS

G G

UC UC

UE UE

EXISTING UTILITY LEGEND

DEMOLITION LEGEND

T B

C/L C/L

TYP.

ST ST

EXISTING STORM DRAINAGE

AutoCAD SHX Text Asphalt Drive

42"DTREE

36" DTREE

SHRUB

36" DTREE

18" DTREE

24" DTREE

18" DTREE

16" DTREE

2-GUY

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SIGN MCLELLAN/ORGAN

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PUG

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SIGN NO PKNG

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US Army Corps of Engineers ®

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CS101

SCALE: 1" = 20'

0 20' 40' 60'10'

PLAN

NORTH

SITE PLAN

GENERAL SHEET NOTES

1. REFER TO C-001 FOR ABBREVIATIONS.

2. ALL SIDEWALKS SHALL BE COMPLIANT WITH FEDERAL ADA

AND ABA ACCESSIBILITY REQUIREMENTS.

3. EXISTING CONDITIONS ARE SCREENED.

4. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ANY AND

ALL NECESSARY BARRICADES AROUND THE CONSTRUCTION

SITE.

5. PATIO SLAB AT BIKE RACK LOCATION SHALL BE A MINIMUM OF

SIX INCHES THICK.

1. CONCRETE SIDEWALK AND BASE - DETAIL F1/C-501

2. RE-STRIPE ACCESSIBLE CROSSWALK

3. PAINTED 4" WIDE WHITE PARKING SPACE STRIPING

4. CONCRETE LANDING - DETAILS / C-502

5. WOODEN CANOPY AND FOOTINGS - RE: ARCHITECTURE

6. STAIR AND RAMP SYSTEM - DETAIL ON SHEET C-502

7. BASEMENT STAIRWELL - RE: ARCHITECTURE

8. CONCRETE WHEEL STOP - DETAIL B4/C-501

9. CONCRETE STOOP / STEP - RE: ARCHITECTURE

10. CONCRETE PATIO - DETAIL F4/C-501

11. MECHANICAL UNIT - RE: MECHANICAL

12. HANDICAP PARKING SYMBOL AND STRIPING - DETAIL A1/C-501

13. HANDICAP PARKING SIGN AND POST - DETAIL A1/C-501

14. BITUMINOUS PAVEMENT - DETAIL F8/C-501

15. HANDICAP RAMP - KDOT RD725. TYPE 1

16. 24" CURB & GUTTER - KC METRO TYPE CG-1

17. UTILITY YARD FENCING AND GATE - RE: ARCHITECTURE

DETAILS - SHEET AE506

18. R5-1 'WRONG WAY' SIGN AND POST

19. BIKE RACKS (4) - RE: ARCHITECTURE

20. EGRESS STAIR SYSTEM - RE:ARCHITECTURE

CONCRETE PAVEMENT

SITE LEGEND

T B

TYP.

12 TYP.

TYP.

BITUMINOUS PAVEMENT

X X

FENCE

TYP.

42"DTREE

36" DTREE

BREAKER

PULLBOX

B R

E A

K E

BREAKER

E M

FF:900.36

FF:900.51

FF:897.98

2-GV

HYD

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CP#605

CP#604

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CP#413

CP#601

CP#602

CP#603

SHRUB

36" DTREE

18" DTREE

24" DTREE

18" DTREE

16" DTREE

2-GUY

R O

SGDI TR:895.52

SGDI TR:895.99

SIGN MCLELLAN/ORGAN

WVR

F N

P U

PUG

UMH TR:897.89

UMH TR:898.00

UMH TR:897.91

WMH TR:900.09

U E

BTM:891.27'

PULLBOX

BTM:890.45'

BTM:891.36'

2-BREAKERS

A/C LINES

BTM:897.16'

SGDI TR:899.76

GAS REGULATOR

OVERHEAD

UTIL CORRIDOR

F N

U E

FL W:894.25

BTM:894.15

OE(

B A

S E

M E

N T

V E

N T

A/C

U C

FDC

WVR

U C

COMM MH TR:899.14

B A

S E

M E

F F

3"PVC FL:896.68

SIGN NO PKNG

S S

U C

DOOR

900.41

900.30

900.31

900.34

900.33

900.31

900.32

900.36

900.35

900.39

900.40

S S

S T

C A

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A L K

9 9

SDMH TR:886.59

U E

FL E 24"PVC:879.32'

S T

UUMH TR:897.89

8"WL TP:892.94

4 1/2"STEEL PIPE TP:893.86

3/4" ELEC TP:896.89 WEST

3 1/2" COMM TP:895.84

3-4 WIRE BUNDLE TP:896.79

3/4" ELEC TP:895.79 EAST

S T

U E

TP - TOP OF PIPE

SSMH TR:896.12

FL EAST:878.70

SGDI TR:895.48 9"TC FL

W:893.23 12"PVC FL E:893.48

N O

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P O

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- 8 .7

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S T

12" O.D. VCP SDL TP:892.69

FIELD VERIFY INV = +-891.80

F D

U E

B u i l d i n g

D C

SSMH TR:897.03

MANHOLE UNDER CAR

COULD NOT OPEN

SSMH TR:898.22 FL

NORTH 882.80 DRY FL

NORTH 878.56 FL OUT

SOUTH 878.52

SSMH TR:896.12 FL NORTH 878.11 FL

WEST 877.90 FL OUT EAST 877.81

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FF:891.42

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US Army Corps of Engineers ®

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CG101

SCALE: 1" = 20'

0 20' 40' 60'10'

PLAN

NORTH

GRADING AND DRAINAGE PLAN

GENERAL SHEET NOTES

1. REFER TO C-001 FOR ABBREVIATIONS.

2. EXISTING CONDITIONS ARE SCREENED.

3. FOUNDATION EXCAVATION, SHORING, FOUNDATION DRAINAGE

LOCATION, AND BACKFILL MATERIAL SHALL BE IN

ACCORDANCE WITH THE CONTRACTORS GEOTECHNICAL

ENGINEERS REQUIREMENTS. FOUNDATION DRAINAGE LINES

ARE SHOWN FOR REFERENCE ONLY.

4. REFER TO SPECIFICATION 33 46 16 FOR FOUNDATION

DRAINAGE PIPING AND FILTER REQUIREMENTS. ALL

FOUNDATION DRAINAGE PIPES SHALL BE 6" DIAMETER AND

SHALL HAVE A SLOPE OF NOT LESS THAN 0.5% FROM THE

STARTING POINT TO THE CONNECTION SUMP. PIPING FILTER

SHALL CONSIST OF #57 STONE, NO FINES.

5. THE STORM SEWER LAYOUT FOR DOWNSPOUT DRAINAGE IS

CONCEPTUAL. THE CONTRACTOR SHALL PERFORM

POTHOLING, GPR SCANS, EXCAVATIONS ETC TO FINALIZE

STORM SEWER ROUTING AND REQUIRED ELEVATIONS TO

CONNECT TO THE EXISTING SYSTEM MINIMUM SLOPE IS 1%.

CONTRACTOR SHALL PROVIDE THE STORM SEWER DESIGN AT

THE FIRST SUBMITTAL FOR GOVERNMENT REVIEW AND

APPROVAL.

6. THE CONTRACTOR SHALL PROTECT EXISTING TREES WITH

TREE PROTECTION FENCING INSTALLED AT THE DRIP LINE OF

ALL TREE. NO TREES WILL BE REMOVED DURING

CONSTRUCTION.

7. DOWNSPOUT LEADERS SHALL BE 6" PVC.

8. THE CONTRACTOR IS RESPONSIBLE FOR DESIGN,

INSTALLATION, AND CONTINUAL MAINTENANCE OF ALL

EROSION CONTROL MEASURES FROM THE START TO THE END

OF THE PROJECT. THE CONTRACTOR SHALL PROVIDE AN

EROSION CONTROL PLAN TO THE COR FOR APPROVAL

14-DAYS PRIOR TO ANY SITE WORK.

1. STORM SEWER MANHOLE - DETAIL A1/C-503

2. FOUNDATION WATERPROOFING - RE: ARCHITECTURAL DETAIL

A2/AE310

3. FOUNDATION DRAINAGE - SEE ARCHITECTURAL DETAIL

A2/AE310

4. REMOVE AND REPLACE EXISTING EXTERIOR FOUNDATION

DRAINAGE - SEE RECORD DRAWINGS

5. REPLACE EXISTING SUMP PUMP - RE: MECHANICAL

6. 12" DUCTILE IRON PIPE - CORE EXISTING CONCRETE UTILITY

CORRIDOR 2-SIDES AND REMOVE 10' VCP - INSTALL DIP AT

SAME LOCATION AND GROUT AROUND DIP TO SEAL PIPE TO

WALL.

7. 12" PVC - SDR 26

8. CONNECT FOUNDATION DRAIN TO STAIRWELL SUMP PUMP -

RE: MECHANICAL

9. EXISTING STORM SEWER IS APPROXIMATE. CONTRACTOR

SHALL FIELD VERIFY THE LINE DEPTH AND LOCATION PRIOR

TO CONSTRUCTION

10. UNDERGROUND ROOF DRAINAGE CLEANOUT AT ALL BENDS -

DETAIL B8/C-501

EXISTING SANITARY SEWER

EXISTING WATER LINE

EXISTING GAS LINE

EXISTING UNDERGROUND COMMUNICATIONS

EXISTING UNDERGROUND ELECTRICAL

W W

SS SS

G G

UC UC

UE UE

EXISTING UTILITY LEGEND

LEGEND

T B

TYP.

STORM DRAINAGE LINE

ST ST ST ST

FOUNDATION DRAINAGE LINEFD FD

STORM DRAINAGE MANHOLE

ROOF DRAINAGE CLEANOUT

ST ST EXISTING STORM DRAINAGE

AutoCAD SHX Text Asphalt Drive

42"DTREE

36" DTREE

BREAKER

PULLBOX

B R

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K E

BREAKER

E M

2-GV

HYD

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I P

U E

CP#605

CP#604

U T

O R

CP#413

CP#601

CP#602

CP#603

SHRUB

36" DTREE

18" DTREE

24" DTREE

18" DTREE

16" DTREE

2-GUY

R O

SGDI TR:895.52

SGDI TR:895.99

SIGN MCLELLAN/ORGAN

WVR

F N

P U

PUG

UMH TR:897.89

UMH TR:898.00

UMH TR:897.91

WMH TR:900.09

U E

BTM:891.27'

PULLBOX

BTM:890.45'

BTM:891.36'

2-BREAKERS

A/C LINES

BTM:897.16'

SGDI TR:899.76

GAS REGULATOR

F N

U E

FL W:894.25

BTM:894.15

OE(

B A

S E

M E

N T

V E

N T

A/C

U C

FDC

WVR

U C

COMM MH TR:899.14

3"PVC FL:896.68

SIGN NO PKNG

S S

U C

S S

S T

U T

I L I T

O R

R I D

E W

A L K

S S

U E

GRASS

C O

N C

R E

E W

A L K

G R

A S

E W

A L K

SDMH TR:886.59

U E

FL E 24"PVC:879.32'

S T

UUMH TR:897.89

8"WL TP:892.94

4 1/2"STEEL PIPE TP:893.86

3/4" ELEC TP:896.89 WEST

3 1/2" COMM TP:895.84

3-4 WIRE BUNDLE TP:896.79

3/4" ELEC TP:895.79 EAST

S T

U E

TP - TOP OF PIPE

SSMH TR:896.12

FL EAST:878.70

SGDI TR:895.48 9"TC FL

W:893.23 12"PVC FL E:893.48

N O

T E

: T O

P O

F R

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F O

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A L L

E L E

- 8 .7

T O

P O

F W

A T

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T A

B L E

E L E

- 9 .4

S T

12" O.D. VCP SDL TP:892.69

FIELD VERIFY INV = +-891.80

F D

U E

D C

SSMH TR:897.03

MANHOLE UNDER CAR

COULD NOT OPEN

SSMH TR:898.22 FL

NORTH 882.80 DRY FL

NORTH 878.56 FL OUT

SOUTH 878.52

SSMH TR:896.12 FL NORTH 878.11 FL

WEST 877.90 FL OUT EAST 877.81

B U

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M c C

L E

L L A

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BASEMENT

FF:891.42

S S

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:1 m a x s lo p e

US Army Corps of Engineers ®

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CU101

SCALE: 1" = 20'

0 20' 40' 60'10'

PLAN

NORTH

UTILITY PLAN

GENERAL SHEET NOTES

1. REFER TO C-001 FOR ABBREVIATIONS.

2. EXISTING CONDITIONS ARE SCREENED.

1. 6" PVC SANITARY SEWER -TERMINATE REPLACEMENT AT

UTILITY CORRIDOR

2. TWO WAY CLEANOUT

3. REPLACE GAS METER - RE: PLUMBING

4. CONDENSER - RE: MECHANICAL

EXISTING SANITARY SEWER

EXISTING WATER LINE

EXISTING GAS LINE

EXISTING UNDERGROUND

COMMUNICATIONS

EXISTING UNDERGROUND

ELECTRICAL

W W

SS SS

G G

UC UC

UE UE

EXISTING UTILITY LEGEND

LEGEND

T B

SANITARY SEWER LINE

SANITARY SEWER CLEANOUT

STORM DRAINAGE LINEST ST

FOUNDATION DRAINAGE LINEFD FD

STORM DRAINAGE MANHOLE

ROOF DRAINAGE CLEANOUT

SS SS

ST ST

EXISTING STORM DRAINAGE

SHEET ID

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C-501

5' OR VARIES (SEE SITE LAYOUT PLAN)

COMPACTED SUBGRADE

1/2" EXPANSION JOINT BETWEEN SIDEWALK AND

PAVING OR ADJACENT STRUCTURE AND AT ALL

CONSTRUCTION JOINTS

6" THICK KCMMB MIX CONCRETE 4,000 PSI @ 28 DAYS

FINISHED

GRADE

6" CONCRETE SIDEWALK

SCALE: N.T.S.

4" CRUSHED AGGREGRATE (ABC)

NOTES:

1.) ALL CONTROL JOINTS SHALL BE HAND TOOLED

AND NOT SAW-CUT

2.) MAXIMUM CROSS SLOPE IS

" PER 1-FT

(SEE SITE LAYOUT PLAN)

COMPACTED SUBGRADE

1/2" EXPANSION JOINT BETWEEN WALK AND PAVING

OR ADJACENT STRUCTURE AND AT ALL

CONSTRUCTION JOINTS

6" THICK KCMMB MIX CONCRETE 4,000 PSI @ 28 DAYS

6" CONCRETE PATIO

SCALE: N.T.S.

4" CRUSHED AGGREGRATE (ABC)

NOTES:

1.) ALL CONTROL JOINTS SHALL BE SAW-CUT

2.) SEE GRADING PLANS FOR SPOT ELEVATIONS

3.) SEE STRUCTURAL FOR COLUMN FOOTING DETAILS

4.) FINISHED GRADE SHALL BE 1" BELOW PATIO ELEVATION

2.5"

3.5"

T B

SCALE: N.T.S.

CONCRETE WHEEL STOP

12" MINIMUM

18" MINIMUM

PARKING

RESERVED

ACCESSIBLE

VAN

12"

2'-0"

3" MIN

ACCESSIBLE

VAN

GROUND

LINE

STANDARD

SIGN R7-8

STANDARD SIGN

R7-8P

CONCRETE

FOUNDATION

BREAKAWAY TUBULAR

SIGN SUPPORT PER KS

DOT

1'-0" 1'-0"

1'-0"

2'-0" (MIN.) 2'-0" (MIN.)

6 1/2"

5 1/2 "

GROUT HOLE FULL

DRAINAGE

OPENING

DRAINAGE

7'-0" (MIN.)

8'-0" (MAX.)

I N

1/2" STD PIPE OR 3/4" REINF. ROD

SHALL BE PLACED PRIOR TO SURFACING

OR IN A HOLE DRILLED IN THE

FINISHED SURFACE WITH A TIGHT

FIT OBTAINED BY AN APPROVED

METHOD, OR DRIVEN INTO THE SURFACING

(OPTIONAL 1"x3" HOLE)

HOLE FOR 1/2" STD. PIPE OR

1/2" MAX.

CLEARANCE

2 - #3 2 - #3

3/8" TOOLED EDGE (TYP.)

ELEVATION

(MIN.)

END VIEWS

L PARKING STALL

WHEEL STOP

2'-0" TO EDGE

OF PARKING STALL

PAINTED STRIPES IF SHOWN ON THE

DRAWINGS OR REQ'D BY THE SPECIFICATIONS

3/4" DIAM. REINF. ROD

TYPICAL SIDE VIEW

PLUG

6" x 6" WYE FOR TWY

SUBDRAINAGE SYSTEM

PIPE

CIRCULAR CONCRETE PAD

FINISHED GRADE

1" MIN. CLEARANCE BETWEEN PLUG

AND COVER

C.I. BOX AND COVER

BRASS OR PVC PLUG

45° BEND

1" MIN CLEAR

SCALE: N.T.S.

CLEANOUT

SCALE: N.T.S.

HANDICAP PAVEMENT MARKING AND SIGN

1. ALL SIGNS SHALL BE 0.080" THICK ALUMINUM.

2. ALL SIGNS SHALL CONFORM WITH ALL CURRENT A.D.A FEDERAL, STATE, AND LOCAL

CODES & REGULATIONS.

3. PLACE "VAN ACCESSIBLE" SIGN IN FRONT OF VAN ACCESSIBLE SPACES ONLY.

4. PLACE SIGNS AS SHOWN ON SITE PLAN

NOTES:

PAINTED AISLES

4" WIDE WHITE STRIPING @

45° (TYP)

8' 8' 8'

4' 20'

20'

SEE DETAIL

B4/C-501

H/C SIGN WITH THE

INTERNATIONAL

ACCESS SYMBOL

DESIGNATING SPACE

FOR ACCESSIBLE

PARKING

4" WIDE WHITE

TRAFFIC PAINT

AGGREGATE BASE COURSE (ABC)

TACK COAT

SUBGRADE

(SEE SPECIFICATION

31 00 00)

HMA SURFACE (TWO LAYERS)

BITUMINOUS PAVEMENT DETAIL

SCALE: N.T.S.

12"

FINISH GRADE

2.5"

3.5"

#4@16" C/C W/

#4 @ 16" CONT.

#4@16" C/C W/

#4 @ 16" CONT.

C-502

10'-0"

2'-6"

22'-2" 23'-7"

S L

3'-11"

3'-0"

R A

L O

US Army Corps of Engineers ®

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C-502

T B

PLAN VIEW

SCALE: N.T.S.

LANDING AND RAMP PLAN AND CROSS-SECTIONS

12"

MAX SLOPE

1/4"/1'-0"

VARIES-SEE

PLAN

#5 @ 12" C/C W/

4'-8"

1'-0"

#5 @ 12" CONT.

VARIES - SEE PLAN

#5 @12" C/C W/

#4 @ 12" CONT.

SECTION

NOT TO SCALE

HANDRAIL NOT SHOWN FOR CLARITY

RAMP- ELEVATION VARIES

3'-8"

0'-0"

1'-0"

#5 @12" C/C W/

#4 @ 12" CONT.

#5 @ 12" C/C W/

#5 @ 12" CONT.

6X6:10/10 WWF

-1'-0"

6X6:10/10 WWF

#57 STONE

12"

LIVE LOAD = 100#/SQ.FT.

UP TO 3'-11" #4@12"C.C. #3@12"C.C.

4'-0" TO 6'-11" #4@9"C.C. #3@12"C.C

SPAN MAIN REINF. TEMP. REINF.

LANDING SLAB REINFORCING

SECTION

NOT TO SCALE

SECTION

NOT TO SCALE

SECTION

NOT TO SCALE

3/8" DIA.

HILTI HUS-EZ x 3"

#57 STONE

L4x4x3/8"

#57 STONE

SEALANT

LANDING SLAB

EXPOSED WALL 18"

HIGH

VARIES-SEE GRADING

EXISTING BUILDING

1'-0"

#4 @ 12" CONT.

12"

WELL COMPACTED

SUBGRADE

95% STD. PROCTOR

DENSITY

EXTEND FROM

LANDING WALL

SEE LANDING

FOOTING

SECTION

HANDRAIL POST

SPACED 4'-0" C/C -

SEE

ARCHITECTURAL

FOR DETAIL

" THICK BY 4" ASPHALT

IMPREGNATED FELT

EXPENTION JOINT

#5 @ 12" C/C W/

#5 @ 12" CONT.

12"

SECTION

NOT TO SCALE

STRUCTURAL NOTES:

1. DESIGNED IN ACCORDANCE WITH IBC 2015

2. MATERIALS SHALL BE AS FOLLOWS: , U.N.O.

ANCHOR BOLTS, ASTM A36

CONCRETE f'c= 4000 PSI 28 DAYS

REINFORCEMENT ASTM A615

WELDED WIRE FABRIC ASTM185

3. ASSUMED SOIL BEARING CAPACITY OF 2,000 PSF.

CONTRACTOR SHALL FIELD VERIFY IN PLACE

BEARING CAPACITY PRIOR TO CONSTRUCTION

AND OBTAIN WRITTEN APPROVAL TO CONSTRUCT

THE WALL FROM THE CONTRACTING OFFICER.

4. PROVIDE BAR SUPPORTS AND SPACERS IN

ACCORDANCE WITH ACI 315-LATEST "MANUAL OF

STANDARD PRACTICE FOR DETAILING

REINFORCED CONCRETE STRUCTURES"

5. CONCRETE PROTECTION FOR REINFORCEMENT:

CONCRETE CAST AGAINST EARTH--------3"

CONCRETE EXPOSED TO WEATHER OR EARTH:

#5 BAR OR SMALLER--------------1 1/2"

#6 BAR OR LARGER---------------2"

6. UNLESS NOTED, LAP HORIZONTAL BARS 30

DIAMETERS AND ALL VERTICAL BARS 24

DIAMETERS.

7. HORIZONTAL REINFORCEMENT IN SLAB

TURNDOWNS AND FOOTINGS SHALL BE

CONTINUOUS AROUND CORNERS

8. WELDING SHALL BE PERFORMED BY A QUALIFIED

WELDER USING E70XX ELECTRODES AND IN

ACCORDANCE W/ AWS D1.1

9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

SHORING OF THE EXISTING STRUCTURE AND

SURROUNDING SOILS DURING EXCAVATION.

1'-0"

#5 @ 12" C/C W/

#5 @ 12" CONT.

6X6:10/10 WWF

-1'-0"

SECTION

NOT TO SCALE

#57 STONE

LANDING SLAB

#5 @12" C/C W/

#4 @ 12" CONT.

MAX SLOPE

1/4"/1'-0"

1'-0"

#5 @12" C/C W/

#4 @ 12" CONT.

#4@16" C/C W/

#4 @ 16" CONT.

#4@16" C/C W/

#4 @ 16" CONT.

SHEET ID

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C-503

T B

SCALE: N.T.S.

MANHOLE / DROP INLET

1. ANY KANSAS DOT STANDARD NOTE SHOWN HEREON THAT

REFERENCES THE ENGINEER SHALL BE REPLACED WITH

CONTRACTING OFFICER.

2. ANY KANSAS DOT STANDARD NOTE THAT REFERENCES PAY

ITEM SHALL BE IGNORED AS THIS IS A LUMP SUM PROJECT

AND SHALL FOLLOW SPECIFICATION 33 40 00 STORM

SEWERS.

SPECIAL CONDITION NOTES:

GENERAL REQUIREMENTS

VERIFICATION: VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE

CONDITIONS BEFORE STARTING WORK. NOTIFY THE CONTRACTING

OFFICER IMMEDIATELY OF ANY DISCREPANCIES.

CONFLICTS: NOTES AND DETAILS ON THE DRAWINGS TAKE

PRECEDENCE OVER THE GENERAL NOTES AND TYPICAL DETAILS IN

CASE OF CONFLICT.

CODES: ALL MATERIALS AND WORK SHALL CONFORM TO THE

REQUIREMENTS OF THE LATEST CODES, UFC'S AND ASCE 7-10.

SUBSTITUTIONS: PROVIDE MANUFACTURER'S ICC REPORTS AND A

LIST OF ALL PROPOSED SUBSTITUTIONS TO THE CONTRACTING

OFFICER FOR REVIEW BEFORE FABRICATION.

SIMILAR WORK: WHERE CONSTRUCTION DETAILS ARE NOT SHOWN

OR NOTED FOR ANY PART OF THE WORK, SUCH DETAILS SHALL BE

THE SAME AS SIMILAR WORK SHOWN ON DRAWINGS.

PIPES, DUCTS, ETC: DO NOT CUT OR DRILL ANY STRUCTURAL

MEMBER FOR PIPES, DUCTS, ETC., UNLESS SPECIFICALLY SHOWN.

OBTAIN PRIOR WRITTEN APPROVAL FROM THE CONTRACTING

OFFICER FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS,

ETC.

EXCAVATIONS: LOCATE AND PROTECT UNDERGROUND OR

CONCEALED CONDUIT, PLUMBING OR OTHER UTILITIES WHERE

NEW WORK IS BEING PERFORMED.

CONSTRUCTION LOADS: EVENLY DISTRIBUTE MATERIALS IF

PLACED ON FRAMED FLOORS OR ROOFS. DO NOT EXCEED THE

ALLOWABLE LOADING FOR THE SUPPORTING MEMBERS AND THEIR

CONNECTIONS.

THE STRUCTURAL DRAWINGS ILLUSTRATE THE NEW STRUCTURAL

MEMBERS. REFER TO ARCHITECTURAL, MECHANICAL AND

ELECTRICAL DRAWINGS FOR NON-STRUCTURAL ITEMS WHICH

REQUIRE SPECIAL PROVISIONS DURING CONSTRUCTION OF THE

STRUCTURAL MEMBERS.

REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR DEPRESSIONS,

SLOPES, DRAINS, CURBS, PADS, EMBEDDED ITEMS, NON-BEARING

PARTITIONS, ETC.

REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR SLEEVES

AND HANGERS FOR PIPES, DUCTS AND EQUIPMENT.

WRITTEN APPROVAL FROM THE CONTRACTING OFFICER IS

REQUIRED FOR ANY DEVIATION FROM THE APPROVED SET OF

STRUCTURAL DRAWINGS.

STRUCTURAL DRAWINGS INDICATE ONLY THE APPROXIMATE

LOCATION OF MECHANICAL, ELECTRICAL AND OTHER EQUIPMENT,

AS WELL AS THE RELATED AUXILIARY FRAMING NECESSARY TO

SUPPORT SUCH EQUIPMENT. THE FINAL POSITIONING OF THESE

ITEMS IS DEPENDENT UPON THE EQUIPMENT PROVIDED. THE

CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK

BETWEEN SUBCONTRACTORS AND CRAFTS IN THIS REGARD, AND

PROVIDING NECESSARY DIMENSIONS IN A TIMELY MANNER TO ALL

PARTIES INVOLVED.

THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY

BRACING AS REQUIRED DURING THE CONSTRUCTION OF THE NEW

STRUCTURAL STYSTEM. BRACING MUST REMAIN IN PLACE UNTIL

THE NEW STRUCTURAL SYSTEM IS COMPLETE INCLUDING BEAMS,

COLUMNS, CONNECTIONS, BRACES, DIAPHRAGMS, SHEAR WALLS,

AND LOAD BEARING WALLS.

TEMPORARILY BRACE CONCRETE GRADE WALLS IF BACKFILL IS

ONLY ON ONE SIDE OR BACKFILL BOTH SIDES SIMULTANEOUSLY TO

PREVENT DEFLECTION, CRACKING, OR FAILURE OF CONCRETE

GRADE WALLS.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL

APPLICABLE LOCAL SAFETY REQUIREMENTS, ALL OSHA

REQUIREMENTS AND EM385-1-1. IN CASE OF CONFLICTS EM 385-1-1

GOVERNS.

CONSTRUCTION METHODS AND PROJECT SAFETY: THE CONTRACT

DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED

STRUCTURE AND DO NOT INDICATE METHODS, PROCEDURES OR

SEQUENCE OF CONSTRUCTION. THE CONTRACTOR SHALL TAKE

NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE

INTEGRITY OF THE STRUCTURE DURING CONSTRUCTION.

THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL

SAFETY DEVICES, INCLUDING SHORING AND BRACING, AND BE

SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE

AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND

REGULATIONS.

10.

11.

12.

13.

14.

15.

16.

17.

18.

NOTE:

ABBREVIATIONS SHOWN ON DRAWINGS MAY, OR MAY NOT BE CAPITALIZED. ABBREVIATIONS MAY, OR MAY NOT HAVE PERIOD (.) SEPARATORS.

STANDARD STRUCTURAL ABBREVIATIONS

ABC

A/E

AFF

ALT.

ANCH.

ARCH.

B/B

BD.

BLDG.

BRCG.

BRG

BSMT.

C/C

CIP

CJP

CLG.

CLR.

CMU

COL.

CONC.

CONN.

CONT.

CONTR.

COR

DBL

DET OR DTL

∅ OR DIA.

DIM.

DO.

DWG(S)

DWL.

ELEC.

ELEV.

EQ.

EQUIP.

ANCHOR BOLT

AGGREGATE BASE COURSE

AIR CONDITIONER

ARCHITECT/ENGINEER

ABOVE FINISHED FLOOR

ALTERNATE

ANCHOR

ARCHITECTURAL

BACK TO BACK

BOARD

BUILDING

BEAM

BRACING

BEARING

BASEMENT

CENTER TO CENTER

CAST IN PLACE

CONTROL OR CONSTRUCTION JOINT

COMPLETE JOINT PENETRATION

CENTERLINE OR COLUMN LINE

CEILING

CLEAR

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONNECTION

CONTINUOUS

CONTRACTOR

CONTRACTING OFFICER REPRESENTATIVE

DOUBLE

DETAIL

DIAMETER

DIMENSION

DEAD LOAD

DOWN

DITTO

DRAWING(S)

DOWEL

EACH

EACH FACE

EXPANSION JOINT

ELECTRICAL

ELEVATION

EQUAL

EQUIPMENT

EACH SIDE

NOMINAL

NEAR SIDE

NOT TO SCALE

ON CENTER

ON CENTER EACH FACE

ON CENTER EACH WAY

ON CENTER EACH WAY EACH FACE

OPENING

OPPOSITE

PRECAST CONCRETE

POUNDS PER LINEAR FOOT

POSITIVE

PREFABRICATED

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POST-TENSION(ED) (ING)

RADIUS

RECTANG(LE) (ULAR)

REINFORCING

SCHEDULE

SQUARE FOOT (FEET)

SIMILAR

SNOW LOAD

SHEET METAL SCREW

SQUARE

STAINLESS STEEL

STANDARD

SPACE(S)

TOP AND BOTTOM

TOTAL LOAD

TOP OF CONCRETE

TOP OF DECK

TOP OF FOOTING

TOP OF MASONRY

TOP OF PLATE

TOP OF STEEL

TOP OF WALL

TYPICAL

UNLESS NOTED OTHERWISE

VERTICAL

WIDE FLANGE

WITH

WITHOUT

WIND LOAD

WORKING POINT

WELDED WIRE FABRIC

WEIGHT

NOM.

NTS

OCEF

OCEW

OCEWEF

OPNG.

OPP.

PLF

POS.

PREFAB.

PSF

PSI

RAD.

RECT.

REINF.

SCHED.

SIM

SMS

SQ.

S.S.

STD.

SP.

T&B

TOC

TOD

TOF

TOM

TOP

TOS

TOW

TYP

UNO

VERT.

W/ W/O

WWF

WT.

EACH WAY

EXISTING

EXPANSION ANCHOR

EXPANSION JOINT

FOUNDATION

FINISHED FLOOR

FACE TO FACE

FACE OF CONCRETE

FACE OF MASONRY

FACE OF STUD(S)

FINISH(ED)

FLOOR

FIELD VERIFY

GAGE

GALVANIZED

GRADE BEAM

GENERAL CONTRACTOR

GLUE-LAMINATED BEAM

GRADE

HEADED ANCHOR STUD

HOLLOW CORE PLANK

HORIZONTAL

HIGH-STRENGTH BOLT (ASTM A325)

INSIDE FACE

JOIST

KIP (1000 POUNDS)

KNOCK OUT BOND BEAM

KIPS PER LINEAR FOOT

KIPS PER SQUARE FOOT

KIPS PER SQUARE INCH

POUNDS (FORCE)

LIVE LOAD

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LONGITUDINAL

MOMENT CONNECTION

MASONRY CONTROL JOINT

MECHANICAL

MAXIMUM

MANUFACTURER(`S)

MINIMUM

MASONRY OPENING

METAL

NOT APPLICABLE

NEGATIVE

NEAR FACE

NOT IN CONTRACT

(E) OR EXIST.

EXP. ANC.

EXP. JNT

FNDN.

F/F

FOC

FOM

FOS

FIN.

FLR.

GALV

GLB

GLULAM

GR.

HAS

HCP

HORIZ.

HSB

JST.

KOBB

KLF

KSF

KSI

LBS. (#)

LLH

LLV

LONG.

MCJ

MECH.

MAX.

MFR(`S)

MIN.

MTL. OR MET.

N/A

NEG.

NIC

RISK CATEGORY: II

DESIGN LOADS:

A. ROOF LIVE LOADS: UFC 3-301-01, ASCE 7-10

ROOF: 20 PSF

B. FLOOR LIVE LOADS: OFFICES: 50 PSF + 15PSF PARTITION LOAD

CORRIDORS: 80 PSF (ABOVE 1ST FLOOR)

STAIRS 100 PSF

STORAGE 125 PSF

C. SNOW LOADS: UFC 3-301-01, ASCE 7-10

GROUND SNOW LOAD: 20 PSF

FLAT ROOF SNOW LOAD, Pf: 15.40 PSF IMPORTANCE FACTOR, Is: 1.0

SNOW EXPOSURE FACTOR, Ce: 1.0 (MAIN BUILDING); 0.9 (PAVILLION) THERMAL FACTOR, Ct 1.1 (MAIN BUILDING); 1.2 (PAVILLION)

D. WIND LOADS: UFC 3-301-01, ASCE 7-10

BASIC WIND SPEED: V(ult)= 115 MPH, V(asd)= 89 MPH

EXPOSURE CATEGORY: C

INTERNAL PRESSURE COEFFICIENT, GCpi: +/-0.18

E. EARTHQUAKE DESIGN DATA: 2015 IBC

SEISMIC IMPORTANCE FACTOR, Ie: 1.00 MAPPED SPECTRAL RESPONSE, SS: 11% g MAPPED SPECTRAL RESPONSE, S1: 6% g

SITE CLASS: D

SPECTRAL RESPONSE COEFFICIENT, SDS: 8.8% g SPECTRAL RESPONSE COEFFICIENT, SD1: 6.8% g

SEISMIC DESIGN CATEGORY: B

SEISMIC RESISTING SYSTEM: ORDINARY PLAIN MASONRY SHEAR

WALLS

RESPONSE MODIFICATION COEFFICIENT, R: 1.5

SYSTEN OVERSTRENGTH FACTOR: 2.5

DEFLECTION AMPLIFICATION FACTOR, Cd: 1.25 SEISMIC RESPONSE COEFFICIENT, Cs: 0.0587

SEISMIC BASE SHEAR, V: 0.0587W

SUBSTITUTION OF EXPANSION ANCHORS FOR EMBEDDED ANCHORS

SHOWN ON DRAWINGS WILL NOT BE PERMITTED. WELDED STUD PLATE

ANCHORS OF EQUIVALENT PULLOUT STRENGTH MAY BE SUBSTITUTED

FOR PLATE ANCHORS SHOWN ON DRAWINGS SUBJECT TO APPROVAL OF

CONTRACTING OFFICER.

GEOTECHNICAL REPORT: NONE

ALLOWABLE SOIL BEARING PRESSURE (ASSUMED): 2000 PSF

PLACE FILL IN LOOSE LIFTS NOT EXCEEDING 8" IN THICKNESS AND

COMPACT TO AT LEAST 95 PERCENT OF MAXIMUM DENSITY AS

DETERMINED BY ASTM D698, COMPACTION TEST, AND AT A MOISTURE

CONTENT WITHIN 2 PERCENTAGE POINTS BELOW TO 2 PERCENTAGE

POINTS ABOVE OPTIMUM MOISTURE CONTENT UNTIL FINAL

COMPACTION.

MOISTURE CONDITION EXPOSED SUBGRADE BY SCARIFYING TO A

MINIMUM DEPTH OF 6" AND RECOMPACTING TO A MINIMUM OF 95

PERCENT OF THE MAXIMUM DENSITY DETERMINED FROM ASTM D698.

COMPACTION TEST PRIOR TO FILL PLACEMENT OR SLAB

CONSTRUCTION, AND AT A MOISTURE CONTENT WITHIN 3 PERCENTAGE

POINTS ABOVE OPTIMUM MOISTURE CONTENT UNTIL PERMANENTLY

COVERED.

GENERAL NOTES

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

S-001

G E

N E

R A

L S

T R

U C

T U

R A

L N

O T

E S

E G

E N

D S

A B

B R

E V

C C

L E

L L A

N A

V E

O R

T L

E A

V E

N W

O R

T H

K A

N S

A S

Y D

T E

H S

T K

A N

S A

S C

C T

R A

C T

R A

J S

P E

E R

J U

N E

RTA SUBMITTAL - FOR CONSTRUCTION

R E

N O

V A

N D

E S

O F

B U

06/25/2020

PROVIDE CONCRETE WITH A SPECIFIED MINIMUM COMPRESSIVE STRENGTH

OF 4,000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE.

CONFORM TO THE REQUIREMENTS OF ASTM A615, GRADE 60 FOR CONCRETE

REINFORCING.

PROVIDE LAP SPLICES PER THE REINFORCING SPLICE LENGTH SCHEDULE ON

SHEET S-601, AND PROVIDE EMBEDMENT LENGTHS PER THE REINFORCING

DEVELOPMENT LENGTH SCHEDULE ON SHEET S-601.

UNLESS NOTED OTHERWISE, PROVIDE CONCRETE COVER OVER STEEL

REINFORCING PER THE MINIMUMS REQUIRED BY ACI 318.

FABRICATE REINFORCING STEEL IN ACCORDANCE WITH THE DETAILS OF ACI

315, "DETAILING OF CONCRETE REINFORCEMENT".

PROVIDE 3/4" CHAMFER ON EXPOSED CORNERS OF ALL CONCRETE EDGES

UNLESS NOTED OTHERWISE.

PROVIDE REINFORCING AT MID DEPTH IN 4" SLABS, IN UPPER 1/3 AT 5" AND 6"

SLABS AND 2" CLEAR FROM TOP AND BOTTOM (2-MATS) IN 8" SLAB FOR FLOOR

SLABS ON GRADE, UNLESS NOTED OTHERWISE.

PROVIDE ADDITIONAL REINFORCING AT ALL SLAB REENTRANT CORNERS THAT

DO NOT HAVE A CONSTRUCTION JOINT PER DETAIL D1/ S-501.

PROVIDE ADDITIONAL REINFORCING AROUND CONCRETE SLAB OR WALL

OPENINGS PER DETAIL D3/ S-501.

ISOLATE SLABS ON GRADE FROM THE REST OF THE STRUCTURE PER DETAIL

F8/S-501.

JOINTS INDICATED ON THESE DRAWINGS IN SLABS ON GRADE MAY BE EITHER

CONTROL JOINTS (DETAIL F6/S-501) OR CONSTRUCTION JOINTS (DETAIL

F3/S-501), UNLESS SPECIFICALLY NOTED OTHERWISE.

10.

11.

CONCRETE AND FOUNDATION NOTES WOOD GENERAL NOTES

PROVIDE AND INSTALL ROUGH FRAMING AS INDICATED ON DRAWINGS AS WELL AS

ALL BLOCKING, NAILERS, AND BACKING NECESSARY TO SUPPORT OTHER

PORTIONS OF THIS WORK. ALL FRAMING SHALL BE SET PLUMB, LEVEL, ALIGNED,

AND SHALL BE ACCURATELY CUT. PROVIDE FRAMING LUMBER FINISHED 4 SIDES,

19% MAXIMUM MOISTURE CONTENT, OF GRADE AND SPECIES INDICATED.

FRAMING MEMBER SIZES SHALL BE AS INDICATED ON DRAWINGS WITH FRAMING

LUMBER OF SOUTHERN PINE N0.1 OR GREATER WITH THE FOLLOWING MINIMUM

PROPERTIES. 4x MEMBERS SHALL BE SOUTHERN PINE SELECT STRUCTURAL.

2x MEMBERS: Fb = 1500 PSI Fv = 175 PSI

E = 1,600,000 PSI

POSTS AND TIMBERS: Fb = 850 PSI Fv = 165 PSI Fcl = 375 PSI FcII = 525 PSI Ft = 550 PSI

E = 1,200,000 PSI

USE PRESSURE PRESERVATIVE TREATED WOOD FOR ALL MEMBERS IN CONTACT

WITH CONCRETE OR MASONRY.

LIGHT FRAMING INCLUDING NAILERS, BLOCKING, AND BACKING SHALL BE

CONSTRUCTION GRADE PINE UNLESS NOTED OTHERWISE.

USE APA RATED FLOOR SHEATHING TO INFILL FLOOR OPENINGS AS REQUIRED.

MINIMUM FLOOR SHEATHING SHALL BE 3/4" THICK.

EXTERIOR WALL SHEATHING SHALL BE (2) LAYERS OF 3/4" MINIMUM PLYWOOD

WITH EXTERIOR GLUE AND PANEL SPAN RATING OF 24/16.

NAIL PLYWOOD FLOOR DECK TO FLOOR JOISTS AND WALL SHEATHING TO WALL

STUDS WITH 10D COMMON NAILS 4" O.C. STAGGERED AT DIAPHRAGM BOUNDARY

AND 12" O.C. AT INTERMEDIATE SUPPORTS. ALL OTHER NAILING SHALL BE DONE IN

ACCORDANCE WITH THE 2015 IBC TABLE 2304.9.1.

PROVIDE SIMPSON (OR APPROVED EQUAL) JOIST HANGERS OF SIZE AND

CONFIGURATION APPROPRIATE FOR JOIST AND SUPPORTING MEMBERS

MATERIALS AND SIZES, UNLESS A SPECIFIC HANGER IS SPECIFIED ON THESE

DRAWINGS. INSTALL IN ACCORDANCE WITH MANUFACTURER'S

RECOMMENDATIONS.

USE CORROSION-RESISTANT CONNECTIONS IF USING PRESSURE TREATED

MATERIAL WITH CORROSIVE PROPERTIES. MEMBRANE BARRIERS CAN BE USED

BETWEEN METAL CONNECTIONS AND WOOD BUT HDG OR SS NAILS OR SCREWS

ARE REQUIRED.

FABRICATE AND ERECT STRUCTURAL STEEL IN…

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File details come from the government source that posted it. Updated Aug 11, 2020.