ATTACHMENT 3 - FINAL DRAWINGS - CLC RENO SPOKANE - PART 1 of 3.pdf

201761

T

ENS E D

CI

L

S

TA

FOE

O

IHA RC

C

T E

D

OCOL RA

BRUCE A.

JONES

T

3 APRIL 2023

MANN-GRANSTAFF

VA MEDICAL CENTER

W. FRANCIS AVE.

W. INDIAN TRAIL RD.

N. 5 MILES RD. N.

C

OU

NT

RY

H

OM

ES

B

LV

D.

N. DRISCOLL BLVD.

N.

A

SH

S

T.

N.

M

AP

LE

S T.

HW

Y

N.

M

ON

RO

E

ST

N.

W

AL

L

ST

N.

A

S T.

E. WELLESLEY AVE.WELLESLEY AVE.

W. GARLAND AVE. E. EMPIRE AVE.

E. FRANCIS AVE.

N.

A

SS

EM

BL

Y

ST

W. NORTHWEST BLVD.

SPOKANE RIVER

PROJECT

SITE

HW

Y

HW

Y

RESERVE RD.

MEMORIAL CIR.

INDEPENDENCE DR.

IN

DE

PE

ND

EN

CE

D R.

N.

A

SS

EM

BL

Y

ST

WELLESLEY AVE.

W. BROAD AVE.

W. OLYMPIC AVE.

W. QUEEN AVE.

RE

SE

RV

E

RD

FR

EE

DO

N

W

AY

PROJECT NUMBER

BUILDING

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD SEALCONSULTANTS

321 4 5 6 7 8 9 10

DWG. OF

NAME:

FULLY SPRINKLERED

CONTRACTING OFFICER'S REPRESENTATIVE

FULL SIZE DWG: 30x42

PHONE:

EMAIL:11031 S. PIKES PEAK DRIVE #102 PARKER, COLORADO 80138 PH. 303.841-3922

RENOVATE AND EXPAND

COMMUNITY LIVING

CENTER (CLC)

SPOKANE, WA

668-318

100% SUBMITTAL

CONSTRUCTION

DOCUMENTS (CD)

4/ 3/

:5

3:

P M

GI001

COVER SHEET AND SHEET INDEX

APRIL 2023 BAJ RJF

1 183

DAVID ARMENT

509-964-1889 David.Arment@va.gov

RENOVATE AND EXPAND

MANN-GRANDSTAFF VA MEDICAL CENTER

SPOKANE, WASHINGTON

VA SIGNATORIES

ELT

CHIEF, ENGINEERING SERVICE

CHIEF, CLC

CHIEF, POLICE

CHIEF, LOGISTICS SERVICE

PATIENT SAFETY

INFECTION CONTROL

CHIEF, OIT

RENDERING

SHEET INDEX

SHEET

NUMBER SHEET NAME

DRAWING

SEQUENCE #

AE132 FURNITURE AND EQUIPMENT PLAN - WEST PLAN 51

AE135 FURNITURE AND EQUIPMENT PLAN - SOUTH WING 52

AE142 SIGNAGE PLAN - WEST WING 53

AE145 SIGNAGE PLAN - SOUTH WING 54

AE150 ROOF PLAN - OVERALL 55

AE155 ROOF PLAN - SOUTH WING 56

AE201 EXTERIOR ELEVATIONS 57

AE202 EXTERIOR ELEVATIONS - EIFS 58

AE301 BUILDING SECTIONS 59

AE302 BUILDING SECTIONS 60

AE303 BUILDING SECTIONS 61

AE310 WALL SECTIONS 62

AE311 WALL SECTIONS 63

AE312 WALL SECTIONS 64

AE313 WALL SECTIONS 65

AE320 PARTITION TYPES 66

AE321 PARTITION TYPES AND DETAILS 67

AE401 ENLARGED FLOOR PLANS - EAST WING 68

AE402 ENLARGED FLOOR PLANS - WEST WING 69

AE404 ENLARGED FLOOR PLAN - SOUTH WING (WEST) 70

AE405 ENLARGED FLOOR PLAN - SOUTH WING (EAST) 71

AE406 ENLARGED PLANS AND ELEVATIONS - RESTROOMS 72

AE407 INTERIOR ELEVATIONS 73

AE501 PLAN DETAILS 74

AE502 ALUMINUM DOOR DETAILS 75

AE503 HOLLOW METAL DOOR DETAILS 76

AE504 WINDOW DETAILS AND SCHEDULE 77

AE505 ROOF DETAILS 78

AE506 ROOF DETAILS 79

AE507 INTERIOR ELEVATION, MILLWORK, AND MISCELLANEOUS DETAILS 80

AE508 CEILING AND MISCELLANEOUS DETAILS 81

AE601 DOOR AND SIGNAGE SCHEDULES AND TYPES 82

AE602 ROOM FINISH SCHEDULE 83

AE603 SCHEDULE INTERIOR, EXTERIOR FINISHES AND SIGNAGE DETAILS 84

AG901 PERSPECTIVE RENDERINGS 85

FIRE PROTECTION

FA100 FIRE ALARM SYSTEM PLAN - OVERALL 86

FA501 FIRE ALARM SYSTEM DETAILS 87

FX100 FIRE SPRINKLER SYSTEM PLAN - OVERALL 88

FX501 FIRE SPRINKLER SYSTEM DETAILS 89

MECHANICAL

MI001 MECHANICAL GENERAL NOTES, SYMBOLS AND ABBREVIATIONS 90

MD100 MECHANICAL HVAC - DEMO - OVERALL 91

MD102 MECHANICAL HVAC - DEMO - WEST WING 92

MD110 MECHANICAL PIPING - DEMO - OVERALL 93

MD112 MECHANICAL PIPING - DEMO - WEST WING 94

MD113 MECHANICAL PIPING - DEMO - NORTH WING 95

MH100 MECHANICAL HVAC - OVERALL 96

MH102 MECHANICAL HVAC - WEST WING 97

MH105 MECHANICAL HVAC- SOUTH WING 98/

MP100 MECHANICAL PIPING - OVERALL 99

MP102 MECHANICAL PIPING - WEST WING 100

MP103 MECHANICAL PIPING - NORTH WING 101

MP104 MECHANICAL PIPING - PENTHOUSE 102

MP105 MECHANICAL PIPING - SOUTH WING 103

SHEET INDEX

SHEET

NUMBER SHEET NAME

DRAWING

SEQUENCE #

GENERAL

GI001 COVER SHEET AND SHEET INDEX 1

GI002 CONSTRUCTION STEPS PLAN AND NOTES 2

CIVIL

CI001 ABBREVIATIONS, LEGENDS, AND SYMBOLS 3

CE101 SEDIMENT CONTROL PLAN 4

CD101 CIVIL DEMOLITION PLAN 5

CS101 SITE PLAN 6

CG101 GRADING PLAN 7

CU100 OVERALL UTILITY PLAN 8

CU101 SANITARY SEWER PLAN AND PROFILE 9

CU102 STORM SEWER PLAN 10

CI501 SEDIMENT CONTROL DETAILS 11

CI502 SEDIMENT CONTROL DETAILS 12

CI503 CIVIL CONSTRUCTION DETAILS 13

CI504 CIVIL CONSTRUCTION DETAILS 14

LANDSCAPE

LI100 COVER SHEET 15

LI101 DEMOLITION PLAN 16

LI102 IRRIGATION PLAN 17

LI501 IRRIGATION DETAILS 18

STRUCTURAL

SI001 STRUCTURAL NOTES

SI002 STRUCTURAL NOTES

SE100 STRUCTURAL PLAN - OVERALL

SE105 FOUNDATION PLAN - SOUTH WING

SE115 SLAB PLAN - SOUTH WING

SE125 WALL FRAMING PLAN - SOUTH WING

SE155 ROOF FRAMING PLAN

SE301 FRAMING ELEVATIONS

SE302 FRAMING ELEVATIONS

SE501 FOUNDATION DETAILS

SE502 FOUNDATION DETAILS

SE503 STRUCTURAL FRAMING DETAILS

SE504 STRUCTURAL FRAMING DETAILS

SE505 COLD FORMED FRAMING DETAILS

SE506 COLD FORMED FRAMING DETAILS

ARCHITECTURAL

AI001 ABBREVIATIONS, GENERAL NOTES, LEGEND, AND SYMBOLS 34

AL100 LIFE SAFETY PLAN AND BUILDING CODE SUMMARY 35

AD100 DEMOLITION FLOOR PLAN - OVERALL

AD101 DEMOLITION FLOOR PLAN - EAST WING 37

AD102 DEMOLITION FLOOR PLAN - WEST WING 38

AD104 DEMOLITION FLOOR PLAN - PENTHOUSE 39

AD110 DEMOLITION REFLECTED CEILING PLAN DEMOLITION - OVERALL 40

AE100 FLOOR PLAN - OVERALL 41

AE102 FLOOR PLAN - WEST WING 42

AE104 FLOOR PLAN - PENTHOUSE 43

AE105 FLOOR PLAN - SOUTH WING 44

AE110 REFLECTED CEILING PLAN - OVERALL 45

AE112 REFLECTED CEILING PLAN - WEST WING 46

AE113 REFLECTED CEILING PLAN - NORTH WING 47

AE114 REFLECTED CEILING PLAN - SOUTH WING 48

AE122 FLOOR FINISH PLAN - WEST WING 49

AE125 FLOOR FINISH PLAN - SOUTH WING 50

VICINITY MAP

N

CAMPUS MAP

COMMUNITY LIVING CENTER (CLC)

N

COMMUNITY LIVING

CENTER (CLC)

BLDG 12

MAIN HOSPITAL BUILDING

BLDG 1

SHEET INDEX

SHEET

NUMBER SHEET NAME

DRAWING

SEQUENCE #

MP403 MECHANICAL PIPING PLAN - ENLARGED MECHANICAL ROOM 110 104

MP405 MECHANICAL PIPING PLAN - ENLARGED MECHANICAL ROOM S112 105

MH501 MECHANICAL DETAILS 106

MH502 MECHANICAL DETAILS 107

MH503 MECHANICAL DETAILS 108

MH504 MECHANICAL DETAILS 109

MH505 MECHANICAL DETAILS 110

MH506 MECHANICAL DETAILS 111

MH507 FAN COIL UNIT DETAILS 112

MH508 AIR SYSTEM FOR SOUTH WING EMERGENCY EPIDEMIC MODE 113

MH601 MECHANICAL SCHEDULES 114

MH602 MECHANICAL SCHEDULES 115

MH603 MECHANICAL SCHEDULES 116

MH604 MECHANICAL SCHEDULES 117

MH701 MECHANICAL CONTROLS 118

MH702 MECHANICAL CONTROLS 119

PLUMBING

PI001 PLUMBING GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS 120

PD100 SUB-FLOOR SANITARY WASTE AND VENT - DEMO - OVERALL 121

PD120 DOMESTIC WATER - DEMOLITION - OVERALL 122

PD130 MEDICAL GAS - DEMO - OVERALL 123

PL100 SUB-FLOOR SANITARY WASTE AND VENT - OVERALL 124

PL102 SUB-FLOOR SANITARY WASTE AND VENT - WEST WING 125

PL105 SUB-FLOOR SANITARY WASTE AND VENT - SOUTH WING 126

PP100 DOMESTIC WATER - OVERALL 127

PP102 DOMESTIC WATER - WEST (HOSPICE) WING 128

PP103 DOMESTIC WATER - NORTH WING 129

PP105 DOMESTIC WATER - SOUTH WING 130

PG100 MEDICAL GAS - OVERALL 131

PS102 STORM SEWER - WEST WING 132

PS105 STORM SEWER - SOUTH WING 133

PP501 PLUMBING DETAILS 134

PP502 PLUMBING DETAILS 135

PP601 PLUMBING SCHEDULES 136

PL901 SANITARY WASTE AND VENT ISOMETRIC 137

PP901 DOMESTIC WATER ISOMETRIC 138

ELECTRICAL

EI001 ELECTRICAL SYMBOL LEGEND, ABBREVIATIONS, NOTES 139

ED100 DEMO POWER PLAN - OVERALL 140

ED102 DEMO POWER PLAN - WEST (HOSPICE) WING 141

ED104 DEMO POWER PLAN - PENTHOUSE 142

EDL102 DEMO LIGHTING PLAN - WEST(HOSPICE) WING 143

EDL103 DEMO LIGHTING PLAN - NORTH WING 144

EP100 POWER PLAN - OVERALL 145

EP102 POWER PLAN - WEST WING 146

EP104 POWER PLAN - PENTHOUSE 147

EP105 POWER PLAN - SOUTH WING 148

EP106 POWER PLAN - EMERGENCY FROM BUILDING 1 149

EL100 LIGHTING PLAN - OVERALL 150

EL101 LIGHTING PLAN - EAST WING 151

EL102 LIGHTING PLAN - WEST WING 152

EL103 LIGHTING PLAN - NORTH WING 153

EL105 LIGHTING PLAN - SOUTH WING 154

EP401 POWER ENLARGED PLANS 155

EL401 LIGHTING ENLARGED PLANS 156

SHEET INDEX

SHEET

NUMBER SHEET NAME

DRAWING

SEQUENCE #

EP501 POWER DETAILS 157

EP502 POWER DETAILS 158

EL501 LIGHTING DETAILS 159

EP601 ONE LINE DIAGRAM 160

EP611 (E) PANEL SCHEDULES 1 161

EP612 (E) PANEL SCHEDULES 2 162

EP613 (E) PANEL SCHEDULES 3 163

EP614 (E) PANEL SCHEDULES 4 164

EP615 MODIFIED PANEL SCHEDULES 1 165

EP616 MODIFIED PANEL SCHEDULES 2 166

EP617 NEW PANEL SCHEDULES 1 167

EP618 NEW PANEL SCHEDULES 2 168

EP621 MECHANICAL EQUIPMENT POWER SCHEDULE 169

EL601 LIGHTING SCHEDULE 170

TELECOMMUNICATION

TI001 TELECOM SYMBOLS LEGEND, ABBREVIATIONS, NOTES 171

TD100 DEMO TELECOM PLAN - OVERALL 172

TD102 DEMO TELECOM PLAN - WEST WING 173

TS100 TELECOM SITE PLAN 174

TN100 TELECOM PLAN - OVERALL 175

TN102 TELECOM PLAN - WEST WING 176

TN105 TELECOM PLAN - SOUTH WING 177

TN401 TELECOM ENLARGED PLANS 178

TN402 TELECOM ENLARGED PLANS 179

TN501 TELECOM DETAILS 180

TN502 TELECOM DETAILS 181

TN503 TELECOM DETAILS 182

TN601 TELECOM RISER DIAGRAM AND SCHEDULES 183

REVISIONS DATE

2 2

5 5

6 6

7 7

A B C D E F

G

H

J

K

L

M

N

B.1 C.7 F.1

ROOM 110 WILL INCLUDE

NEW MECHANICAL WORK,

SEE MECH. DWGS.

ROOM 107 AND 108 WILL

INCLUDE NEW

ELECTRICAL/TELECOM

WORK, SEE ELEC. AND

TELECOM DWGS.

CONSTRUCTION STEP NOTES:

THE USGS FINISHED FLOOR ELEVATION FOR THIS PROJECT =

1897.82' ON CIVIL DRAWINGS, WHICH EQUALS THE

ARCHITECTURAL REFERENCE / DATUM FOR THE FINISH FLOOR

ELEVATION AT 100'-0".

BECOME FAMILIAR WITH THE CONSTRUCTION DOCUMENTS AND

NOTIFY THE VETERANS AFFAIRS(VA) CONTRACTING OFFICER'S

REPRESENTATIVE (COR) OF DISCREPANCIES BEFORE

PROCEEDING WITH WORK.

PROVIDE A NON-DISRUPTIVE AND ENVIRONMENTALLY

PROTECTED PROCESS FOR THE EXISTING FUNCTIONING

FACILITY OPERATIONS IMMEDIATELY ADJACENT TO AND IN THE

SURROUNDING AREAS WITH RESPECT TO THE AREAS OF

CONSTRUCTION ACTIVITY.

COORDINATE HAZARDOUS MATERIAL ABATEMENT AND

DEMOLITION WORK FOR BOTH EXTERIOR AND INTERIOR AREAS.

PREFERENCE SHALL BE GIVEN TO COMPLETING THIS WORK IN

CONJUNCTION WITH DRYING-IN THE STRUCTURE AND BEFORE

INSTALLATION OF ANY TYPE OF MAJOR SYSTEMS SUCH AS AIR

HANDLERS, CHILLERS, DUCTING, FINISH WORK IN PROGRESS.

MAINTAIN TEMPORARY PARTITIONING AND OTHER MEASURES AS

REQUIRED FOR INFECTION CONTROL IN ORDER TO SEPARATE

DAY-TO-DAY HOSPITAL AND CLC ACTIVITIES FROM

CONSTRUCTION ACTIVITIES. CONTROL OF CONSTRUCTION

TRAFFIC, NOISE, DUST, AND INCLEMENT WEATHER BETWEEN

THE EXISTING FACILITY AND NEW WORK SHALL INCLUDE SAFETY,

PROTECTIVE BARRIERS, AND APPROPRIATE HOURS OF WORK

BASED ON IMPOSITION OF WORK ACTIVITY TO LIMIT THE IMPACT

OF CONSTRUCTION.

PROVIDE FOR ERECTION OF THE BUILDING SHELL AND DRY-IN OF

ADDITION AREA PRIOR TO REMOVING THE EXISTING ROOFING

MATERIALS AND OTHER WORK RELATED TO TIE-INS FOR

DUCTING, VENTING, PLUMBING AND CIRCULATION THAT OPENS

THE EXISTING BUILDING UP TO THE ENVIRONMENT.

UTILITY PENETRATIONS FOR TIE-INS BETWEEN NEW AND

EXISTING SHALL BE PERFORMED WITHOUT AFFECTING DAY-TO-

DAY HOSPITAL AND CLC OPERATIONS TO THE GREATEST EXTENT

POSSIBLE. COORDINATE WITH VA PROVIDING NOTIFICATION AND

LEAD TIME AS REQUIRED BY DIVISION 01 SPECIFICATIONS.

COORDINATION IS REQUIRED BETWEEN THE CONTRACTOR AND

THE COR TO ESTABLISH THE MOST EFFICIENT METHOD FOR

BRINGING THE ADDITION INTO FULL OPERATION. THE INTERFACE

OF SYSTEMS AND INFRASTRUCTURE FOR MECHANICAL, FIRE

PROTECTION, ELECTRICAL, AND TELECOMMUNICATIONS

BETWEEN THE EXISTING AND NEW AREAS SHALL BE IDENTIFIED

AND COORDINATED PRIOR TO CONSTRUCTION IN ORDER TO

DEVELOP A SPECIFIC APPROACH TO ALLEVIATE DOWN TIME FOR

HOSPITAL AND CLC OPERATIONS AND TEMPORARY RELOCATION

OF HOSPITAL AND CLC PATIENTS AND PERSONNEL.

THE CONSTRUCTION STEPS SHALL BE DIVIDED INTO THREE

COMPONENTS TO INCLUDE THE FOLLOWING AREAS:

AREAS

SOUTH WING ADDITION 9,258 GSF

WEST WING RENOVATION 6,536 GSF (DEDUCT)

NORTH WING RENOVATION 1,972 GSF (PARTIAL)

TOTAL 20,811 GSF

1.

2.

3.

4.

5.

6.

7.

8.

9.

NOTE:

SERVICE FOR THE BOTH NORTH AND EAST WINGS MUST

REMAIN ACTIVE FOR THE DURATION OF CONSTRUCTION.

CONSTRUCTION STEPS:

SOUTH WING (BASE BID) ADDITION

FULLY ENCLOSED FUNCTIONAL BUILDING ADDITION THAT

PROVIDES CONNECTIONS TO BOTH EAST AND WEST EXISTING

WINGS. THE ADDITION INCLUDES 14 RESIDENT ROOMS, A DINING

AREA, AND A NURSING STATION ALONG WITH MECHANICAL,

ELECTRICAL, AND TELECOM ROOMS.

WEST WING (BASE BID) RENOVATION

DEMOLITION TO INCLUDE:

FLOOR SLABS, INTERIOR PARTITIONS, CEILINGS, AND ASSOCIATED

MECHANICAL, FIRE PROTECTION, AND ELECTRICAL SYSTEMS AND

COMPONENTS. EXISTING PATIENT LIFT SYSTEMS TO BE REMOVED

AND STORED FOR FUTURE USE.

CONSTRUCTION TO INCLUDE:

FULLY RENOVATED WING THAT PROVIDES UTILITY CONNECTIONS

WITH BOTH SOUTH AND NORTH FACILITY WINGS. THE RENOVATION

INCLUDES 14 RESIDENT ROOMS, A FAMILIY ROOM, ALONG WITH A

TELECOM ROOM, SOILED LINEN, AND CLEAN LINEN ROOMS.

NORTH AND EAST WINGS (BASE BID) RENOVATION

(WORK LIMITED TO UTILITY: SUPPORT AND CONNECTIONS)

DEMOLITION TO INCLUDE:

WORK IN EXISTING MECH/ELEC/TELECOM ROOMS THAT COINCIDE

WITH WORK TO BE DONE IN SOUTH AND WEST WING. REMOVE

SUSPENDED CEILING GRID AND CEILING TILE AT THE NORTH WING

CORRIDORS WITH TEMPORARY STORAGE OFF SITE FOR

REINSTALLATION AFTER UTILITY WORK IS COMPLETE. THE EAST

WING DEMO INCLUDES TELECOM AND ELECTRICAL ROOMS AND

WALL REMOVAL FOR NEW EXIT DOORS.

CONSTRUCTION TO INCLUDE:

FOR THE NORTH WING, FIRE PROTECTION, MEP, TELECOM:

SYSTEMS AND COMPONENTS SUPPORT. REINSTALLATION OF

NORTH WING SUSPENDED CEILING (FROM OFF-SITE STORAGE)

AND AREAS OF NEW DRYWALL SUSPENDED CEILINGS, SEE

REFLECTED CEILING PLANS. THE EAST WING INCLUDES TELECOM

AND ELECTRICAL RENOVATION AND INSTALLATION OF EXIT DOORS

NOT IN SCOPE OF WORK

DEDUCT:

WEST WING (BASE BID) RENOVATION

DEMOLITION TO INCLUDE:

FLOOR SLABS, INTERIOR PARTITIONS, CEILINGS, AND ASSOCIATED

MECHANICAL, FIRE PROTECTION, AND ELECTRICAL SYSTEMS AND

COMPONENTS. EXISTING PATIENT LIFT SYSTEMS TO BE REMOVED

AND STORED FOR FUTURE USE.

CONSTRUCTION TO INCLUDE:

FULLY RENOVATED WING THAT PROVIDES UTILITY CONNECTIONS

WITH BOTH SOUTH AND NORTH FACILITY WINGS. THE RENOVATION

INCLUDES 14 RESIDENT ROOMS, A FAMILIY ROOM, ALONG WITH A

TELECOM ROOM, SOILED LINEN, AND CLEAN LINEN ROOMS.

TN N

PROJECT NUMBER

BUILDING

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD SEALCONSULTANTS

321 4 5 6 7 8 9 10

DWG. OF

NAME:

FULLY SPRINKLERED

CONTRACTING OFFICER'S REPRESENTATIVE

FULL SIZE DWG: 30x42

PHONE:

EMAIL:11031 S. PIKES PEAK DRIVE #102 PARKER, COLORADO 80138 PH. 303.841-3922

RENOVATE AND EXPAND

COMMUNITY LIVING

CENTER (CLC)

SPOKANE, WA

668-318

100% SUBMITTAL

CONSTRUCTION

DOCUMENTS (CD)

9/

/2

:2 0:

P

M

GI002

CONSTRUCTION STEPS PLAN AND

NOTES

APRIL 2023 BAJ RJF

2 183

DAVID ARMENT

509-964-1889 David.Arment@va.gov

SCALE: 1/16" = 1'-0"

FLOOR PLAN - CONSTRUCTION STEPS1

EXISTING

NEW

EXISTIN

G

NEW

EXISTING

NEW

EXISTING

NEW

32'8'

SCALE:1/16"=1'-0"

0 16'

REVISIONS DATE

201761

T

ENS E D

CI

L

S

TA

FO

E

O

IHA RC

C

T E

D

OCOL RA

BRUCE A.

JONES

T

5 JULY 2023

LINETYPE LEGEND:

CABLE, COAXIAL - EXISTING

CABLE, COAXIAL

CABLE, FIBER OPTIC - EXISTING

CABLE, FIBER OPTIC

CONSTRUCTION FENCE (CF)

DOMESTIC WATER - EXISTING

DOMESTIC WATER

DRAINAGE BASIN BOUNDARY

ELECTRICAL, OVERHEAD - EXISTING

ELECTRICAL, OVERHEAD

ELECTRICAL, UNDERGROUND - EXISTING

ELECTRICAL, UNDERGROUND

FENCE

FLOWLINE

LINEAR FEATURE - DEMOLITION

LIMITS OF CONSTRUCTION

NATURAL GAS - EXISTING

NATURAL GAS

SANITARY SEWER - EXISTING

SANITARY SEWER

SEDIMENT CONTROL LOG

SILT FENCE (SF)

STORM SEWER - EXISTING

STORM SEWER

MAJOR CONTOUR - EXISTING

MAJOR CONTOUR

MINOR CONTOUR - EXISTING

MINOR CONTOUR

PROPERTY LINE

PROPERTY SETBACK/EASMENT

TELECOM, OVERHEAD - EXISTING

TELECOM, OVERHEAD

TELECOM, UNDERGROUND - EXISTING

TELECOM, UNDERGROUND

CONTOUR LABEL - EXISTING

CONTOUR LABEL

W

SYMBOL LEGEND:

BENCHMARK/ELEVATION

CHECK DAM (CD)

EQUIPMENT, ELECTRICAL

FIRE HYDRANT

CLEAN OUT

CONCRETE WASHOUT AREA (CWA)

CULVERT PROTECTION (CP)

CURB SOCK (CS)

HANDICAP PARKING

IRRIGATION CONTROL BOX

INLET PROTECTION (IP)

LIGHT POLE

MANHOLE, ELECTRIC

MANHOLE, SANITARY SEWER

MANHOLE, STORM SEWER

MANHOLE, TELEPHONE/COMMUNICATION

MANHOLE, WATER

METER, ELECTRIC

METER, GAS

METER, WATER

PANEL POINT

POWER POLE

PUMP/ WELL HEAD

SEDIMENT CONTROL BMP

TRANSFORMER

TREE, CONIFEROUS

TREE, DECIDUOUS

VALVE, BUTTERFLY

VALVE, GATE

VEHICLE TRACKING CONTROL (VTC)

WELL

E

S

D

W

SYMBOL LEGEND:

AREA FOR DEMOLITION

ASPHALT

CONCRETE

FLOODPLAIN

FLOODWAY

GRASSED AREA

GRAVEL

SOIL, DISTURBED

SOIL, UNDISTURBED

WETLANDS

E

G

SS

SD x

GAS

GASx

SS x

WTRx

WTR

SD

X X

EO x

EO

EU x

EU

TELOx

TELO

TELUx

TELU

FO

FO x

CTV

CTVx

SF

T

SCL

E

X X X X X X X X X X X

ABBREVIATIONS:

ABA ARCHITECTURAL BARRIERS ACT

ABC AGGREGATE BASE COURSE

ADA AMERICANS WITH DISABILITIES

ACT

APA AMERICAN PLYWOOD

ASSOCIATION

AGGR AGGREGATE

ALT ALTERNATE OR ALTITUDE

APPROX APPROXIMATE

ASCE AMERICAN SOCIETY OF CIVIL

ENGINEERS

ASPH ASPHALT

AWG AMERICAN WIRE GAUGE

B&F BELL AND FLANGE

B&S BELL AND SPIGOT

BCV BUTTERFLY CHECK VALVE

BF BOTTOM FACE

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BITUM BITUMINOUS

BLDG BUILDING

BM BEAM OR BENCHMARK

BRG BEARING

BV BALL VALVE

CB CATCH BASIN OR CEMENT BASE

CD CONSTRUCTION DOCUMENTS

CEM CEMENT

CF CONTRACTOR FURNISHED

CFS CUBIC FEET PER SECOND

CI CAST IRON OR CURB INLET

CIP CAST-IN-PLACE OR CAST IRON

PIPE

CJ CONSTRUCTION JOINT OR

CONTROL JOINT

CL CENTER LINE, CLASS, OR CLOSE

CLR CLEAR

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT/CONTRACTING

OFFICER

COMM COMMUNICATION

CONC CONCENTRIC OR CONCRETE

COORD COORDINATE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

COV COVER OR CUT OFF VALVE

CRSI CONCRETE REINFORCING STEEL

INSTITUTE

CS CURB SOCK

CSB CONCRETE SPLASH BLOCK

CSP CONCRETE SEWER PIPE

CTR CENTER, CONTOUR, OR COOLING

TOWER RETURN

CTRL CONTROL

CTV CABLE TELEVISION

CU COPPER OR CUBIC

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

CV CONTROL VALVE

CWA CONCRETE WASHOUT AREA

d PENNY (NAIL)

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DI DROP INLET

DIA DIAMETER

DIAG DIAGONAL DIAGRAM

DIM DIMENSION

DIP DUCTILE IRON PIPE

DIST DISTANCE

DIV DIVISION

DOC DOCUMENT

DOUG FIR DOUGLAS FIR

DOZ DOZEN

DR DRAIN OR DRIVE

DS DOWNSPOUT

DW DOMESTIC WATER

DWG DRAWING

E EAST

EA EACH

EC EDGE OF CURB

EJ EXPANSION JOINT

EL EASEMENT LINE OR ELEVATION

EOS EDGE OF SLAB

EP EDGE OF PAVEMENT (PAVING)

EPA ENVIRONMENTAL PROTECTION

AGENCY

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ES EDGE OF SHOULDER

ESMT EASEMENT

EW EACH WAY

EXIST EXISTING

EXP EXPANSION

EXST GR EXISTING GRADE

F FIRE LINE; FEMALE; FAHRENHEIT

FFE FINISH FLOOR ELEVATION

FH FIRE HYDRANT

FLG FLANGE

FL FLOW LINE

FOC FACE OF CURB

FP FIRE PROTECTION OR FLAGPOLE

FPM FEET PER MINUTE

FPS FEET PER SECOND

FT FEET OR FOOT

FTG FOOTING

G GROUND OR NATURAL GAS

GA GAGE

GAL GALLON

GC GENERAL CONTRACTOR

GEN GENERATOR

GIP GALVANIZED IRON PIPE

GPD GALLONS PER DAY

GT GREASE TRAP

GTV GATE VALVE

HAZMAT HAZARDOUS MATERIALS

HB HOSE BIBB

HC HANDICAP/HANDICAPPED

HDPE HIGH DENSITY POLYETHYLENE

HDWL HEADWALL

HH HAND HOLE

HORIZ HORIZONTAL

HWY HIGHWAY

HYD HYDRANT

HYDR HYDRAULIC

ID INSIDE DIAMETER

INCL INCLUDED

INFO INFORMATION

INV INVERT

IP IRON PIPE

IRREG IRREGULAR

IW IRRIGATION WATER

L ANGLE

LAT LATITUDE

LF LINEAR FEET (FOOT)

LIN LINEAR

LNG LONGITUDE

LOC LOCATION

LONG LONGITUDINAL

LOS LINE OF SIGHT

LPT LOW POINT

LT LIGHT

MAINT MAINTENANCE

MATL MATERIAL

MATV MASTER ANTENNA TELEVISION

SYSTEM

MAX MAXIMUM

MB MAIL BOX

MED MEDIUM

MEMO MEMORANDUM

MER MERIDIAN

MFD MANUFACTURED

MFG MANUFACTURING

MGT MANAGEMENT

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

ML MATERIALS LIST

MN MAGNETIC NORTH

MOD MODEL OR MODIFY

MON MONUMENT

MTG MEETING

MULT MULTIPLE

MUNIC MUNICIPAL

N NORTH

NDS NATIONAL DESIGN SPECIFICATION

FOR WOOD CONSTRUCTION

NIC NOT IN CONTRACT

NOM NOMINAL

NRCP NON-REINFORCED CONCRETE

PIPE

NTP NOTICE TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

OFD OVERFLOW DRAIN

OPNG OPENING

OZ OUNCE

PA PIPE ANCHOR

PB PULL BOX

PC POINT OF CURVE

PCA PORTLAND CEMENT ASSOCIATION

PCC PRECAST CONCRETE

PCCP CONCRETE PAVEMENT

PERF PERFORATED

PERIM PERIMETER

PERM PERMANENT

PERP PERPENDICULAR

PG PRESSURE GAGE OR PROFILE

GRADE

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PK GAR PARKING GARAGE

PK LOT PARKING LOT

PMPSCT PUMP SUCTION

PE POLYETHYLENE (PLASTIC)

PP POLYPROPYLENE (PLASTIC)

PREP PREPARATION

PREV PREVIOUS

PRKG PARKING

PROP PROPERTY

PRV PRESSURE REGULATOR VALVE

OR PRESSURE RELIEF VALVE

PS CONC PRESTRESSED CONCRETE

PSI POUNDS PER SQUARE INCH

PSL PIPE SLEEVE

PT POST TENSIONED

PVC POLYVINYL CHLORIDE (PLASTIC)

QTR QUARTER

QTY QUANTITY

R RADIUS OR RANGE

RC REINFORCED CONCRETE

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RDC REDUCER

RE RESIDENT ENGINEER

REBAR REINFORCING STEEL BARS

REQ REQUIRE

RFI REQUEST FOR INFORMATION

ROW RIGHT OF WAY

RV RELIEF VALVE

RW ROADWAY

SAN SANITARY

SB SPLASH BLOCK

SCHED SCHEDULE

SCL SEDIMENT CONTROL LOG

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SECT SECTION

SF SILT FENCE

SJ SCORED JOINT

SMH STEAM MANHOLE

SMP SUMP PUMP

SOV SHUT OFF VALVE

SP STANDPIPE OR SUMP PIT

SP EL SPOT ELEVATION

SPKLR SPRINKLER

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SR STEAM RETURN

SS SANITARY SEWER

SSA STABILIZED STAGING AREA

SSP STAINLESS STEEL PIPE

STA STATION

STD STANDARD

STM STEAM/STORM

SURF SURFACE

SURV SURVEY

SWR SEWER

SYM SYMBOL

TAN TANGENT

TELE TELEPHONE

TEMP TEMPORARY

THRU THROUGH

TBC TOP BACK OF CURB

TOW TOP OF WALL

TOP TOP OF PAVEMENT

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TYP TYPICAL

UFC UNIFORM FACILITIES CRITERIA

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

VB VALVE BOX

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

VERT VERTICAL

VIF VERIFY IN FIELD

VOL VOLUME

VTC VEHICLE TRACKING CONTROL

W WASTE, WEST, OR WIDE

WP WATER PUMP

WTR WATER

PROJECT NUMBER

BUILDING

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9 10

DWG. OF

NAME:

FULLY SPRINKLERED

CONTRACTING OFFICER

FULL SIZE DWG: 30x42

PHONE:

EMAIL:11031 S. PIKES PEAK DRIVE #202 PARKER, COLORADO 80138 PH. 303.841-3922

668-318

DAVID ARMENT

504-964-1889 David.Arment@va.govREVISIONS DATE APRIL 2023

CONTRACTING OFFICER'S REPRESENTATIVE

100% SUBMITTAL

CONSTRUCTION

DOCUMENTS (CD)

RENOVATE AND EXPAND

COMMUNITY LIVING

CENTER (CLC)

SPOKANE, WA

ARCHITECT/ENGINEER OF RECORD

11031 S. PIKES PEAK DRIVE #202 PARKER, COLORADO 80138 PH. 303.841-3922

Group, Inc.

ABBREVIATIONS, LEGENDS, AND

SYMBOLS

CI001

RIDRID

rday RID CO Seal

SF

SFSFSFSFSF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF SF

SF

VTC

SSA

CS

CS

CWA

25.21' CONSTRUCTION

ACCESS TO WELLESEY

SECURITY GATE

ACCESS TO PARKING

AND LAYDOWN AREA

APPROXIMATE DISTANCE 700 FT

SF

SF

CONSTRUCTION

ACCESS ONLY SIGN

CONSTRUCTION

ACCESS

LI

M

IT

S

O F

C O

N

ST

R U

C

TI

O N

IP

IP

LIM

ITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

PROJECT NUMBER

BUILDING

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9 10

DWG. OF

NAME:

FULLY SPRINKLERED

CONTRACTING OFFICER

FULL SIZE DWG: 30x42

PHONE:

EMAIL:11031 S. PIKES PEAK DRIVE #202 PARKER, COLORADO 80138 PH. 303.841-3922

668-318

DAVID ARMENT

504-964-1889 David.Arment@va.govREVISIONS DATE APRIL 2023

CONTRACTING OFFICER'S REPRESENTATIVE

100% SUBMITTAL

CONSTRUCTION

DOCUMENTS (CD)

RENOVATE AND EXPAND

COMMUNITY LIVING

CENTER (CLC)

SPOKANE, WA

ARCHITECT/ENGINEER OF RECORD

11031 S. PIKES PEAK DRIVE #202 PARKER, COLORADO 80138 PH. 303.841-3922

Group, Inc.

SEDIMENT CONTROL PLAN

CE101

RIDRID

SHEET NOTES:

1. ENSURE ALL SEDIMENT CONTROLS ARE IN PLACE PRIOR TO EARTH DISTURBING

ACTIVITIES.

2. MAINTAIN SEDIMENT CONTROL MEASURES IN UNPAVED AREAS UNTIL

ESTABLISHMENT OF VEGETATIVE COVER.

3. SEE SHEETS CI501 AND CI502 FOR SEDIMENT CONTROL DETAILS.

4. LAY DOWN AREA (SSA) IS EXISTING AND LOCATED AT THE SOUTH END OF PARKING

LOT D. COORDINATE LOCATION WITH COR.

N

0' 20'10'

SCALE: 1" = 10'

EROSION CONTROL BMP LEGEND

LOC LIMITS OF CONSTRUCTION

CF CONSTRUCTION FENCE

RRC RRB FOR CULVERT PROTECTION

SF SILT FENCE

SSA STABILIZED STAGING AREA

VTC VEHICLE TRACKING CONTROL

CWA CONCRETE WASHOUT

SCL SEDIMENT CONTROL LOG

CS CURB SOCK

IP INLET PROTECTION

SYMBOL LEGEND

CONCRETE WASHOUT AREA (CWA)

FLOW DIRECTION

LIMITS OF CONSTRUCTION

SEDIMENT CONTROL BMP TAG

SEDIMENT CONTROL LOG

SEEDING AND MULCHING

SILT FENCE

SCL

SF

AutoCAD SHX Text

UNDERGROUND CATV/COMM

AutoCAD SHX Text

ADA DOME RAMP

AutoCAD SHX Text

DW #1814

AutoCAD SHX Text

WELLESLEY AVE.

AutoCAD SHX Text

INDEPENDENCE DRIVE

AutoCAD SHX Text

STEAM TUNNEL

X

X X

X X

X

X X

X X

XXXXXXXX

X

X X

X X

X X

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

COVERED ENTRY

LI

M

IT

S

O F

C O

N

ST

R U

C

TI

O N

LIM

ITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

PROJECT NUMBER

BUILDING

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9 10

DWG. OF

NAME:

FULLY SPRINKLERED

CONTRACTING OFFICER

FULL SIZE DWG: 30x42

PHONE:

EMAIL:11031 S. PIKES PEAK DRIVE #202 PARKER, COLORADO 80138 PH. 303.841-3922

668-318

DAVID ARMENT

504-964-1889 David.Arment@va.govREVISIONS DATE APRIL 2023

CONTRACTING OFFICER'S REPRESENTATIVE

100% SUBMITTAL

CONSTRUCTION

DOCUMENTS (CD)

RENOVATE AND EXPAND

COMMUNITY LIVING

CENTER (CLC)

SPOKANE, WA

ARCHITECT/ENGINEER OF RECORD

11031 S. PIKES PEAK DRIVE #202 PARKER, COLORADO 80138 PH. 303.841-3922

Group, Inc.

CIVIL DEMOLITION PLAN

CD101

RIDRID

SHEET NOTES:

1. TIME REMOVAL OF PAVING AND CURB AND GUTTER TO

COINCIDE WITH PAVING OPERATIONS.

2. PROTECT EXISTING MANHOLES TO REMAIN FROM DAMAGE.

3. PROTECT TREES TO REMAIN.

4. COORDINATE REMOVAL OF EXISTING UTILITIES WITH

INSTALLATION TO MINIMIZE OR AVOID INTERRUPTION OF

SERVICES TO THE FACILITY. COORDINATE OUTAGES WITH

COR.

KEY NOTES:

1. REMOVE PAVING AND ALL BASE COURSE MATERIAL. PROTECT

ADJACENT ITEMS TO REMAIN

2. REMOVE FENCE AND ALL FOUNDATIONS.

3. REMOVE 8" DIAMETER PVC SEWER LINE. PROVIDE BY-PASS TO

ALLOW FOR CONTINUED FUNCTION OF SANITARY SEWER

DURING DEMOLITION AND INSTALLATION OF PIPING AND

MANHOLES.

4. REMOVE DRY WELL, PROTECT PIPING TO REMAIN.

5. REMOVE COAXIAL CABLE. PROVIDE TEMPORARY

CONNECTIONS TO MINIMIZE OUTAGES TO SWITCHOVER.

OUTAGES CANNOT EXCEED 48 HOURS..

6. REMOVE TREE

7. RELOCATE SHRUB

8. ABANDON IN PLACE BEYOND VA PROPERTY

9. PROTECT EXISTING WALKWAY IN PLACE

10. CLEAR BUILDING AREA

11. REMOVE EXISTING PAVEMENT MARKINGS

12. REMOVE EXISTING CURB, GUTTER AND BASE COURSE

MATERIAL. PROTECT REMAINING CURB IN PLACE.

13. REMOVE EXISTING CONCRETE SIDEWALK AND BASE COURSE

MATERIAL.

14. EXISTING IRRIGATION LINE SEE IRRIGATION PLANS FOR DEMO

AND CONSTRUCTION.

N

0' 20'10'

SCALE: 1" = 10'

AutoCAD SHX Text

GREEN HOUSE

AutoCAD SHX Text

COMMUNITY LIVING CENTER

AutoCAD SHX Text

IRRIGATION CONTROL VAULT #1546

AutoCAD SHX Text

UNDERGROUND CATV/COMM

AutoCAD SHX Text

IRRIGATION WATERLINE

AutoCAD SHX Text

B-01-21(APPROX.)

AutoCAD SHX Text

B-02-21(APPROX.)

AutoCAD SHX Text

B-03-21 (APPROX.)

AutoCAD SHX Text

ADA DOME RAMP

AutoCAD SHX Text

ELECTRICAL VAULT - LOOP A

AutoCAD SHX Text

ELECTRICAL VAULT - LOOP E

AutoCAD SHX Text

EMPTY VAULT

AutoCAD SHX Text

EMPTY VAULT

AutoCAD SHX Text

ELECTRICAL METER - LOOP A

AutoCAD SHX Text

ELECTRICAL METER - LOOP E

AutoCAD SHX Text

FINISHED FLOOR ELEV. 1897.82'

AutoCAD SHX Text

FINISHED FLOOR ELEV. 1897.83'

AutoCAD SHX Text

FINISHED FLOOR ELEV. 1897.82'

AutoCAD SHX Text

SS MH#1010

AutoCAD SHX Text

SS MH#2115

AutoCAD SHX Text

DI #1014 (GRAVEL BTM)

AutoCAD SHX Text

DI #1023

AutoCAD SHX Text

DI #5095

AutoCAD SHX Text

DI #5156

AutoCAD SHX Text

DW #5244

AutoCAD SHX Text

DW #1183

AutoCAD SHX Text

DW #1814

AutoCAD SHX Text

DW #1843

AutoCAD SHX Text

DW #2116

AutoCAD SHX Text

DW #2234

AutoCAD SHX Text

DW #2306

AutoCAD SHX Text

DW #5986

AutoCAD SHX Text

DW #5948

AutoCAD SHX Text

DW #5187

AutoCAD SHX Text

EDGE OF BUILDING FOUNDATION CONCRETE

AutoCAD SHX Text

EDGE OF BUILDING FOUNDATION CONCRETE

AutoCAD SHX Text

WELLESLEY AVE.

AutoCAD SHX Text

INDEPENDENCE DRIVE

AutoCAD SHX Text

8" PVC SANITARY SEWER LINE

AutoCAD SHX Text

8" PVC SANITARY SEWER LINE

AutoCAD SHX Text

CP#4

AutoCAD SHX Text

CP#2

AutoCAD SHX Text

CP#1

AutoCAD SHX Text

CP#8

AutoCAD SHX Text

CP#7

AutoCAD SHX Text

CP#6

AutoCAD SHX Text

CP#5

AutoCAD SHX Text

AC

AutoCAD SHX Text

STEAM TUNNEL

AutoCAD SHX Text

8" PVC SANITARY SEWER LINE

D

D

D

D

D D

D

D

S

S

CO

CO

CO

CO

FH (E)

FH (E)

25' PHYS SEC SETBACK

' P

H

YS

S

EC

S

ET

BA

C

K

25' PHYS SEC SETBACK

BUILDING

ADDITION

C1C2L1C3

L2

10.00'CONC WALK

CONC WALK

9'

.0

9'

N:73902.99 E:66303.43

6.00'

CONC WALK

6.00'

CONC W

ALK

L4 C4

C5

C

C7

C8C9

C10

C11 L3

6.86'

9' 5'9'

N:73926.56 E:66330.38

N:73745.82 E:66339.68

N:73721.24 E:66462.53

LI

M

IT

S

O F

C O

N

ST

R U

C

TI

O N

LIM

ITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

LINE TABLE

LINE #

L1

L2

LENGTH

19.09

18.44

DIRECTION

N87° 50' 44.48"E

N3° 38' 09.16"W

CURVE TABLE

CURVE #

C1

C2

C3

LENGTH

4.89

3.20

3.19

RADIUS

40.54

10.00

2.00

DELTA

6.92

18.32

91.48

CHORD

DIRECTION

N66° 03' 53"E

N78° 41' 03"E

N42° 06' 18"E

CHORD

LENGTH

4.89

3.18

2.86

LINE TABLE

LINE #

L3

L4

LENGTH

3.57

4.07

DIRECTION

S78° 16' 35.15"E

S79° 17' 47.85"E

CURVE TABLE

CURVE #

C4

C5

C6

C7

C8

C9

C10

C11

LENGTH

34.34

13.46

20.04

34.29

43.88

37.94

13.08

15.71

RADIUS

30.00

31.01

10.00

42.84

60.00

18.08

21.45

15.00

DELTA

65.59

24.87

114.83

45.86

41.91

120.24

34.95

60.02

CHORD

DIRECTION

S46° 30' 06"E

S26° 08' 29"E

S18° 50' 25"W

N80° 48' 40"W

N78° 49' 58"W

N39° 40' 00"W

N59° 10' 38"E

N71° 42' 51"E

CHORD

LENGTH

32.50

13.36

16.85

33.39

42.91

31.35

12.88

15.00

PROJECT NUMBER

BUILDING

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9 10

DWG. OF

NAME:

FULLY SPRINKLERED

CONTRACTING OFFICER

FULL SIZE DWG: 30x42

PHONE:

EMAIL:11031 S. PIKES PEAK DRIVE #202 PARKER, COLORADO 80138 PH. 303.841-3922

668-318

DAVID ARMENT

504-964-1889 David.Arment@va.govREVISIONS DATE APRIL 2023

CONTRACTING OFFICER'S REPRESENTATIVE

100% SUBMITTAL

CONSTRUCTION

DOCUMENTS (CD)

RENOVATE AND EXPAND

COMMUNITY LIVING

CENTER (CLC)

SPOKANE, WA

ARCHITECT/ENGINEER OF RECORD

11031 S. PIKES PEAK DRIVE #202 PARKER, COLORADO 80138 PH. 303.841-3922

Group, Inc.

SITE PLAN

CS101

RIDRID

SHEET NOTES:

1. SOD ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES.

2. LINE AND CURVE INFORMATION IS TOP BACK OF CURB.

BASIS OF BEARINGS AND CONTROL

1. SURVEY PERFORMED DURING THE WEEK OF 6/21/2021

2. PROJECT IS IN GRID BEARING AND GROUND DISTANCE.

3. HZ COORDINATES IN NAD83( 2011 ) USFT WASHINGTON NORTH ZONE 4601 SPC

TRUNCATED AND RAISED TO GROUND IN TBC ABOUT POINT #1

4. ELEVATION IS NAVD 88 (USED GEOID 18) ELEVATION HELD ON #1

5. SEE SURVEY FOR ADDITIONAL INFORMATION ON CONTROL POINTS

· Truncation: N: -200,000 E: -2,400,000

· CSF=1.000118914

· Ø = 2°29'51"

Mann-Grandstaff VA CLC Control Point Table

POINT NORTHING EASTING ELEV DESCRIPTION

1 73907.17 66111.69 1889.97 SET MAG NAIL IN PARKING LOT ISLAND

2 73713.81 66126.67 1886.84 FOUND 1" RPC STAMPED "A&C-INC-CONTROL"

4 73690.33 66399.30 1891.98

SET 5/8" X 24" REBAR WITH RPC STAMPED

"RPA CONTROL"

5 73757.68 66589.02 1898.74

6 73834.56 66531.64 1897.60

7 73995.37 66536.80 1905.61

8 74040.42 66363.86 1910.14

N

0' 20'10'

SCALE: 1" = 10'

KEY NOTES:

1. RELOCATE DISABLED PARKING SIGNS. RE-STRIPE SPACES.

2. MATCH EXISTING ELEVATION.

AutoCAD SHX Text

GREEN HOUSE

AutoCAD SHX Text

COMMUNITY LIVING CENTER

AutoCAD SHX Text

B-01-21(APPROX.)

AutoCAD SHX Text

B-02-21(APPROX.)

AutoCAD SHX Text

B-03-21 (APPROX.)

AutoCAD SHX Text

ADA DOME RAMP

AutoCAD SHX Text

ELECTRICAL VAULT - LOOP A

AutoCAD SHX Text

ELECTRICAL VAULT - LOOP E

AutoCAD SHX Text

EMPTY VAULT

AutoCAD SHX Text

EMPTY VAULT

AutoCAD SHX Text

ELECTRICAL METER - LOOP A

AutoCAD SHX Text

ELECTRICAL METER - LOOP E

AutoCAD SHX Text

FINISHED FLOOR ELEV. 1897.82'

AutoCAD SHX Text

FINISHED FLOOR ELEV. 1897.83'

AutoCAD SHX Text

FINISHED FLOOR ELEV. 1897.82'

AutoCAD SHX Text

DI #1014 (GRAVEL BTM)

AutoCAD SHX Text

DI #1023

AutoCAD SHX Text

DI #5095

AutoCAD SHX Text

DI #5156

AutoCAD SHX Text

DW #5244

AutoCAD SHX Text

DW #1183

AutoCAD SHX Text

DW #1843

AutoCAD SHX Text

DW #2116

AutoCAD SHX Text

DW #2234

AutoCAD SHX Text

DW #2306

AutoCAD SHX Text

DW #5986

AutoCAD SHX Text

DW #5948

AutoCAD SHX Text

DW #5187

AutoCAD SHX Text

EDGE OF BUILDING FOUNDATION CONCRETE

AutoCAD SHX Text

EDGE OF BUILDING FOUNDATION CONCRETE

AutoCAD SHX Text

WELLESLEY AVE.

AutoCAD SHX Text

INDEPENDENCE DRIVE

AutoCAD SHX Text

CP#4

AutoCAD SHX Text

CP#2

AutoCAD SHX Text

CP#1

AutoCAD SHX Text

CP#8

AutoCAD SHX Text

CP#7

AutoCAD SHX Text

CP#6

AutoCAD SHX Text

CP#5

AutoCAD SHX Text

AC

AutoCAD SHX Text

STEAM TUNNEL

D

D

D

D D

D

D

S

S

CO

CO

CO

CO

FF ELEV

=1897.82

FG 1897.25

FG 1897.30

FG 1897.27

FG 1897.27

FG 1897.31

FG 1897.79

FG 1897.31

FG 1897.46

FG 1897.42

FG 1897.26

FG 1896.90

FG 1897.71

FG 1897.71

FG 1897.43

FG 1897.30

FG 1897.31

FG 1896.96

FG 1897.23

FG 1897.14

FG 1897.48

FG 1897.05

LI

M

IT

S

O F

C O

N

ST

R U

C

TI

O N

LIM

ITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

25' PHYS SEC SETBACK

' P

H

YS

S

EC

S

ET

BA

C

K

25' PHYS SEC SETBACK

95.70

TC/FG

97.10

TC

95.76

TC

95.81

TC

96.73

TC

96.89

TC

PROJECT NUMBER

BUILDING

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9 10

DWG. OF

NAME:

FULLY SPRINKLERED

CONTRACTING OFFICER

FULL SIZE DWG: 30x42

PHONE:

EMAIL:11031 S. PIKES PEAK DRIVE #202 PARKER, COLORADO 80138 PH. 303.841-3922

668-318

DAVID ARMENT

504-964-1889 David.Arment@va.govREVISIONS DATE APRIL 2023

CONTRACTING OFFICER'S REPRESENTATIVE

100% SUBMITTAL

CONSTRUCTION

DOCUMENTS (CD)

RENOVATE AND EXPAND

COMMUNITY LIVING

CENTER (CLC)

SPOKANE, WA

ARCHITECT/ENGINEER OF RECORD

11031 S. PIKES PEAK DRIVE #202 PARKER, COLORADO 80138 PH. 303.841-3922

Group, Inc.

GRADING PLAN

CG101

RIDRID

N

0' 20'10'

SCALE: 1" = 10'

KEY NOTES

1. INSTALL CONCRETE CURB AND GUTTER SEE DETAIL ON SHEET CI504.

2. TRANSITION CURB FROM 6" CURB HEIGHT TO 0" SEE DETAIL ON SHEET CI504.

3. INSTALL CONCRETE SIDEWALK SEE DETAIL ON SHEET CI504.

4. REMOVE AND REPLACE EXISTING PAVEMENT MARKINGS, MARKING TO BE

INSTALLED IN THE SAME LOCATION. SEE HORIZONTAL CONTROL SHEET FOR

DIMENSIONS.

5. SAWCUT EXISTING PAVEMENT, INSTALL CURB & GUTTER TO MATCH EXISTING

PAVEMENT ELEVATION.

6. MATCH EXISTING ELEVATION.

7. RESEED ALL AREAS DISTURBED BY CONSTRUCTION.

AutoCAD SHX Text

GREEN HOUSE

AutoCAD SHX Text

COMMUNITY LIVING CENTER

AutoCAD SHX Text

ADA DOME RAMP

AutoCAD SHX Text

FINISHED FLOOR ELEV. 1897.82'

AutoCAD SHX Text

FINISHED FLOOR ELEV. 1897.83'

AutoCAD SHX Text

FINISHED FLOOR ELEV. 1897.82'

AutoCAD SHX Text

DI #1014 (GRAVEL BTM)

AutoCAD SHX Text

DI #1023

AutoCAD SHX Text

DI #5095

AutoCAD SHX Text

DI #5156

AutoCAD SHX Text

DW #5244

AutoCAD SHX Text

DW #1183

AutoCAD SHX Text

DW #1843

AutoCAD SHX Text

DW #2116

AutoCAD SHX Text

DW #2234

AutoCAD SHX Text

DW #2306

AutoCAD SHX Text

DW #5986

AutoCAD SHX Text

DW #5948

AutoCAD SHX Text

DW #5187

AutoCAD SHX Text

EDGE OF BUILDING FOUNDATION CONCRETE

AutoCAD SHX Text

EDGE OF BUILDING FOUNDATION CONCRETE

AutoCAD SHX Text

WELLESLEY AVE.

AutoCAD SHX Text

INDEPENDENCE DRIVE

AutoCAD SHX Text

AC

AutoCAD SHX Text

STEAM TUNNEL

SS SS SS SS

D

D

D

D

D D

D

D

S

SS

SS

S

SSSSSSSSSSSS

C

TV

C

TV

C

TV

C

TV

CTV

CTV

SS

CO

CO

CO

CO

LI

M

IT

S

O F

C O

N

ST

R U

C

TI

O N

LIM

ITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

PROJECT NUMBER

BUILDING

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9 10

DWG. OF

NAME:

FULLY SPRINKLERED

CONTRACTING OFFICER

FULL SIZE DWG: 30x42

PHONE:

EMAIL:11031 S. PIKES PEAK DRIVE #202 PARKER, COLORADO 80138 PH. 303.841-3922

668-318

DAVID ARMENT

504-964-1889 David.Arment@va.govREVISIONS DATE APRIL 2023

CONTRACTING OFFICER'S REPRESENTATIVE

100% SUBMITTAL

CONSTRUCTION

DOCUMENTS (CD)

RENOVATE AND EXPAND

COMMUNITY LIVING

CENTER (CLC)

SPOKANE, WA

ARCHITECT/ENGINEER OF RECORD

11031 S. PIKES PEAK DRIVE #202 PARKER, COLORADO 80138 PH. 303.841-3922

Group, Inc.

UTILITY PLAN - OVERALL

CU100

RIDRID

N

0' 20'10'

SCALE: 1" = 10'

SHEET NOTES:

1. SEE TELECOM SITE PLAN FOR ADDITIONAL INFORMATION ON

TELECOM/COAXIAL CABLE AND EQUIPMENT.

2. SEE SHEET CU101 FOR SANITARY SEWER LINE PLAN AND

PROFILE

3. SEE SHEET CU102 FOR STORM DRAINAGE STRUCTURES.

4. PROVIDE DETECTABLE WARNING TAPE AT ALL UTILITIES.

KEY NOTES:

1. PEDESTAL FOR COAXIAL BUILDING CONNECTION

AutoCAD SHX Text

GREEN HOUSE

AutoCAD SHX Text

COMMUNITY LIVING CENTER

AutoCAD SHX Text

IRRIGATION CONTROL VAULT #1546

AutoCAD SHX Text

IRRIGATION WATERLINE

AutoCAD SHX Text

ADA DOME RAMP

AutoCAD SHX Text

ELECTRICAL VAULT - LOOP A

AutoCAD SHX Text

ELECTRICAL VAULT - LOOP E

AutoCAD SHX Text

EMPTY VAULT

AutoCAD SHX Text

EMPTY VAULT

AutoCAD SHX Text

ELECTRICAL METER - LOOP A

AutoCAD SHX Text

ELECTRICAL METER - LOOP E

AutoCAD SHX Text

FINISHED FLOOR ELEV. 1897.82'

AutoCAD SHX Text

FINISHED FLOOR ELEV. 1897.83'

AutoCAD SHX Text

FINISHED FLOOR ELEV. 1897.82'

AutoCAD SHX Text

SS MH#1010

AutoCAD SHX Text

SS MH#2115

AutoCAD SHX Text

DI #1014 (GRAVEL BTM)

AutoCAD SHX Text

DI #1023

AutoCAD SHX Text

DI #5095

AutoCAD SHX Text

DI #5156

AutoCAD SHX Text

DW #5244

AutoCAD SHX Text

DW #1183

AutoCAD SHX Text

DW #1843

AutoCAD SHX Text

DW #2116

AutoCAD SHX Text

DW #2234

AutoCAD SHX Text

DW #2306

AutoCAD SHX Text

DW #5986

AutoCAD SHX Text

DW #5948

AutoCAD SHX Text

DW #5187

AutoCAD SHX Text

EDGE OF BUILDING FOUNDATION CONCRETE

AutoCAD SHX Text

EDGE OF BUILDING FOUNDATION CONCRETE

AutoCAD SHX Text

WELLESLEY AVE.

AutoCAD SHX Text

INDEPENDENCE DRIVE

AutoCAD SHX Text

8" PVC SANITARY SEWER LINE

AutoCAD SHX Text

CP#4

AutoCAD SHX Text

CP#2

AutoCAD SHX Text

CP#1

AutoCAD SHX Text

CP#8

AutoCAD SHX Text

CP#7

AutoCAD SHX Text

CP#6

AutoCAD SHX Text

CP#5

AutoCAD SHX Text

AC

AutoCAD SHX Text

STEAM TUNNEL

AutoCAD SHX Text

8" PVC SANITARY SEWER LINE

D

D

D

D D

D

D

C

TV

C

TV

C

TV

C

TV

CTV

CTV

INV. OUT (SW): 1894.28

S

S

S

S SS SS SS SS

SS

SS

SSSSSSSSSSSS

SS MH #2115 (E)

N: 73728.46 E: 66519.94

RIM ELEV.: 1896.56

INV. OUT (W): 1890.51

SS MH #---- 2

N: 73721.52 E: 66288.80

RIM ELEV.: 1889.75

INV. IN (N): 1884.74

INV. IN (E): 1884.74

INV. OUT (W): 1884.54

SS MH #---- 1

N: 73712.58 E: 66462.33

RIM ELEV.: 1895.18

INV. IN (E): 1889.08

INV. OUT (W): 1888.91

SS MH #1010 (E)

N: 73718.31 E: 66181.95

RIM ELEV.: 1887.74

INV. IN (E): 1881.78

CO

CO

CO

CO

SS

BUILDING CONNECTION 1

N: 73798.82 E: 66298.25

RIM ELEV.: 1889.93

INV. IN (SW): 1886.41

BUILDING CONNECTION 2

N: 73777.77 E: 66301.72

RIM ELEV.: 1891.62

INV. IN (SW): 1886.01

CLEAN OUT 1

N: 73791.12 E: 66286.71

RIM ELEV.: 1896.88

INV. IN (S): 1886.13

INV. OUT (NE): 1886.13

CLEAN OUT 2

N: 73768.21 E: 66287.40

RIM ELEV.: 1894.29

INV. OUT (NE): 1885.67

INV. OUT (S): 1885.67

INV. OUT (N): 1885.67

106.90' of 8" PVC @ 2.58% (E)

59.76' of 8" PVC @ 2.40% 173.76' of 8" PVC @ 2.40%

.7

1' o f 8 " P

VC

.0

0%

22.92' of 8" PVC @ -2.00%

13.87' of 8" PVC @ -2.00%

17.22' of 8" PVC @ -2.00%

LI

M

IT

S

O F

C O

N

ST

R U

C

TI

O

N LIM

ITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

SANITARY LINE

1880.00

1885.00

1890.00

1895.00

1900.00

-0+50.00 0+00.00 1+00.00 2+00.00 3+00.00 4+00.00 4+50.00

106.90' of 8" PVC @ 2.58%

SS

M

H

(E

N : 7

.3

E:

.9

R

IM

E

LE

V.

:1

7.

IN

V.

IN

(E

.7

SS

M

H

- 2

N : 7

.5

E:

.8

R

IM

E

LE

V.

:1

9.

IN

V.

IN

(N

.7

IN

V.

IN

(E

.7

IN

V.

O U

T (W

.5

173.76' of 8" PVC @ 2.40%

SS

M

H

- 1

N : 7

.5

E:

.3

R

IM

E

LE

V.

:1

5.

IN

V.

IN

(E

.0

IN

V.

O

U T

(W

.9

59.76' of 8" PVC @ 2.40%

SS

M

H

(E

N : 7

.4

E:

.9

R

IM

E

LE

V.

:1

6.

IN

V.

O U

T (W

.5

EXISTING GRADE

GRADE

IRRIGATION LINE

DEPTH UNKNOWN

IRRIGATION LINE

DEPTH UNKNOWN

COAXIAL CABLE

DEPTH UNKNOWN

PROJECT NUMBER

BUILDING

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9 10

DWG. OF

NAME:

FULLY SPRINKLERED

CONTRACTING OFFICER

FULL SIZE DWG: 30x42

PHONE:

EMAIL:11031 S. PIKES PEAK DRIVE #202 PARKER, COLORADO 80138 PH. 303.841-3922

668-318

DAVID ARMENT

504-964-1889 David.Arment@va.govREVISIONS DATE APRIL 2023

CONTRACTING OFFICER'S REPRESENTATIVE

100% SUBMITTAL

CONSTRUCTION

DOCUMENTS (CD)

RENOVATE AND EXPAND

COMMUNITY LIVING

CENTER (CLC)

SPOKANE, WA

ARCHITECT/ENGINEER OF RECORD

11031 S. PIKES PEAK DRIVE #202 PARKER, COLORADO 80138 PH. 303.841-3922

Group, Inc.

SANITARY SEWER PLAN AND PROFILE

CU101

RIDRID

SHEET NOTES:

1. SEE TELECOM SITE PLAN FOR ADDITIONAL INFORMATION ON

TELECOM/COAXIAL CABLE AND EQUIPMENT.

2. SEE SHEET CU102 FOR STORM DRAINAGE STRUCTURES.

3. PROVIDE DETECTABLE WARNING TAPE AT ALL UTILITIES.

N

0' 20'10'

SCALE: 1" = 10'

AutoCAD SHX Text

IRRIGATION CONTROL VAULT #1546

AutoCAD SHX Text

IRRIGATION WATERLINE

AutoCAD SHX Text

B-01-21(APPROX.)

AutoCAD SHX Text

B-02-21(APPROX.)

AutoCAD SHX Text

B-03-21 (APPROX.)

AutoCAD SHX Text

ADA DOME RAMP

AutoCAD SHX Text

ELECTRICAL VAULT - LOOP A

AutoCAD SHX Text

ELECTRICAL VAULT - LOOP E

AutoCAD SHX Text

EMPTY VAULT

AutoCAD SHX Text

EMPTY VAULT

AutoCAD SHX Text

ELECTRICAL METER - LOOP A

AutoCAD SHX Text

ELECTRICAL METER - LOOP E

AutoCAD SHX Text

FINISHED FLOOR ELEV. 1897.82'

AutoCAD SHX Text

SS MH#1010

AutoCAD SHX Text

SS MH#2115

AutoCAD SHX Text

DI #1014 (GRAVEL BTM)

AutoCAD SHX Text

DI #1023

AutoCAD SHX Text

DW #1183

AutoCAD SHX Text

DW #2116

AutoCAD SHX Text

DW #2234

AutoCAD SHX Text

EDGE OF BUILDING FOUNDATION CONCRETE

AutoCAD SHX Text

EDGE OF BUILDING FOUNDATION CONCRETE

AutoCAD SHX Text

WELLESLEY AVE.

AutoCAD SHX Text

INDEPENDENCE DRIVE

AutoCAD SHX Text

8" PVC SANITARY SEWER LINE

AutoCAD SHX Text

CP#4

AutoCAD SHX Text

CP#2

AutoCAD SHX Text

CP#5

AutoCAD SHX Text

8" PVC SANITARY SEWER LINE

SFSFSFSFSF

SF

SF

SF

SF

SF

SF

SS SS SS SS

SS

SS

SSSSSSSSSSSS

C

TV

C

TV

C

TV

C

TV

CTV

CTV

SS

SF

SF

SF

SF

SF

SF SF

D

D

D

D

D

D

D

D

D

DW #4

N: 73818.86 E: 66353.51

RIM ELEV.: 1897.09

SUMP ELEV: 1884.09

INV. OUT (SW): 1894.09

DW #3

N: 73809.06 E: 66377.59

RIM ELEV.: 1896.85

SUMP ELEV: 1893.85

INV. IN (NW): 1893.85

INV. OUT (S): 1893.85

DW #2

N: 73793.00 E: 66422.35

RIM ELEV.: 1897.17

SUMP ELEV: 1894.17

INV. IN (NE): 1894.17

INV. OUT (S): 1894.17

DW #1

N: 73795.22 E: 66457.40

RIM ELEV.: 1897.43

SUMP ELEV: 1889.07

INV. OUT (SE): 1894.07

DW #9

N: 73723.67 E: 66488.05

RIM ELEV.: 1892.16

SUMP ELEV: 1891.14

INV. OUT (NW): 1891.14

DW #8

N: 73717.99 E: 66429.46

RIM ELEV.: 1894.93

SUMP ELEV: 1891.93

INV. OUT (N): 1891.93

DW #7

N: 73727.91 E: 66368.04

RIM ELEV.: 1894.34

SUMP ELEV: 1885.21

INV. OUT (N): 1885.21

DW #6

N: 73751.72 E: 66320.21

RIM ELEV.: 1894.11

SUMP ELEV: 1885.63

INV. OUT (NE): 1885.63

DW #5

N: 73762.76 E: 66300.88

RIM ELEV.: 1896.34

SUMP ELEV: 1893.34

INV. OUT (NE): 1893.34

INLET #1

N: 73816.61 E: 66366.02

RIM ELEV.: 1896.91

SUMP ELEV: 1893.99

INV. OUT (SE): 1893.99 INLET #2

N: 73799.77 E: 66430.96

RIM ELEV.: 1896.94

SUMP ELEV: 1894.28

INV. OUT (SW): 1894.28

LI

M

IT

S

O F

C O

N

ST

R U

C

TI

O N

LIM

ITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

PROJECT NUMBER

BUILDING

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9 10

DWG. OF

NAME:

FULLY SPRINKLERED

CONTRACTING OFFICER

FULL SIZE DWG: 30x42

PHONE:

EMAIL:11031 S. PIKES PEAK DRIVE #202 PARKER, COLORADO 80138 PH. 303.841-3922

668-318

DAVID ARMENT

504-964-1889 David.Arment@va.govREVISIONS DATE APRIL 2023

CONTRACTING OFFICER'S REPRESENTATIVE

100% SUBMITTAL

CONSTRUCTION

DOCUMENTS (CD)

RENOVATE AND EXPAND

COMMUNITY LIVING

CENTER (CLC)

SPOKANE, WA

ARCHITECT/ENGINEER OF RECORD

11031 S. PIKES PEAK DRIVE #202 PARKER, COLORADO 80138 PH. 303.841-3922

Group, Inc.

STORM SEWER PLAN

CU102

RIDRID

SHEET NOTES:

1. SEE TELECOMM SITE PLAN FOR ADDITIONAL INFORMATION ON

TELECOMM/COAXIAL CABLE AND EQUIPMENT.

2. SEE SHEET CU101 FOR SANITARY SEWER LINE PLAN AND

PROFILE

3. PROVIDE DETECTABLE WARNING TAPE AT ALL UTILITIES.

N

0' 20'10'

SCALE: 1" = 10'

AutoCAD SHX Text

GREEN HOUSE

AutoCAD SHX Text

COMMUNITY LIVING CENTER

AutoCAD SHX Text

IRRIGATION CONTROL VAULT #1546

AutoCAD SHX Text

IRRIGATION WATERLINE

AutoCAD SHX Text

ADA DOME RAMP

AutoCAD SHX Text

ELECTRICAL VAULT - LOOP A

AutoCAD SHX Text

ELECTRICAL VAULT - LOOP E

AutoCAD SHX Text

EMPTY VAULT

AutoCAD SHX Text

EMPTY VAULT

AutoCAD SHX Text

ELECTRICAL METER - LOOP A

AutoCAD SHX Text

ELECTRICAL METER - LOOP E

AutoCAD SHX Text

FINISHED FLOOR ELEV. 1897.82'

AutoCAD SHX Text

FINISHED FLOOR ELEV. 1897.83'

AutoCAD SHX Text

FINISHED FLOOR ELEV. 1897.82'

AutoCAD SHX Text

SS MH#1010

AutoCAD SHX Text

SS MH#2115

AutoCAD SHX Text

DI #1014 (GRAVEL BTM)

AutoCAD SHX Text

DI #1023

AutoCAD SHX Text

DI #5095

AutoCAD SHX Text

DI #5156

AutoCAD SHX Text

DW #5244

AutoCAD SHX Text

DW #1183

AutoCAD SHX Text

DW #1843

AutoCAD SHX Text

DW #2116

AutoCAD SHX Text

DW #2234

AutoCAD SHX Text

DW #2306

AutoCAD SHX Text

DW #5986

AutoCAD SHX Text

DW #5948

AutoCAD SHX Text

DW #5187

AutoCAD SHX Text

EDGE OF BUILDING FOUNDATION CONCRETE

AutoCAD SHX Text

EDGE OF BUILDING FOUNDATION CONCRETE

AutoCAD SHX Text

WELLESLEY AVE.

AutoCAD SHX Text

INDEPENDENCE DRIVE

AutoCAD SHX Text

8" PVC SANITARY SEWER LINE

AutoCAD SHX Text

CP#4

AutoCAD SHX Text

CP#2

AutoCAD SHX Text

CP#1

AutoCAD SHX Text

CP#8

AutoCAD SHX Text

CP#7

AutoCAD SHX Text

CP#6

AutoCAD SHX Text

CP#5

AutoCAD SHX Text

AC

AutoCAD SHX Text

STEAM TUNNEL

AutoCAD SHX Text

8" PVC SANITARY SEWER LINE

SILT FENCE INSTALLATION NOTES

1. SEE SEDIMENT CONTROL PLAN, SHEET CE101, FOR LOCATION(S) OF SILT FENCE

2. ALL SILT FENCE SHALL BE IN GOOD CONDITION AND FREE OF ANY DEFECTS INCLUDING RIPS, HOLES AND OBVIOUS WEAR.

3. A 6" x 2" ANCHOR TRENCH SHALL BE EXCAVATED WITH TRENCHER, OR WITH SILT FENCE INSTALLATION MACHINE. ROAD

GRADERS, BACKHOES, AND OTHER SIMILAR MACHINERY SHALL NOT BE USED.

4. A 10" DEEP ANCHOR SLIT SHALL BE FORMED IF USING A STATIC SLICING METHOD.

5. EXCAVATED MATERIAL SHALL BE PLACED ON UPHILL SIDE OF ANCHOR TRENCH.

6. THE ANCHOR TRENCH SHALL BE FREE OF ROCKS OR OTHER DEBRIS PRIOR TO THE PLACEMENT OF THE SILT FENCE.

7. THE ANCHOR TRENCH SHALL BE BACKFILLED WITH SOIL THAT IS FREE OF ROCKS AND DEBRIS. BOTH SIDES OF THE

TRENCH SHALL BE COMPACTED BY HAND, USING A VIBRATORY PLATE COMPACTOR, JUMPING JACK TAMPER OR BY

WHEEL ROLLING WITH A SKID STEER OR TRACTOR.

8. SILT FENCE STAKES SHALL BE MADE OF WOOD AND HAVE THE FOLLOWING DIMENSIONS: 1 1/2" x 1 1/2" x 48"

9. STAKES SHALL BE PLACED ON THE DOWNHILL SIDE OF THE SILT FENCE FABRIC AND PLACED ON 10.0' CENTERS OR LESS.

STAKES SHALL BE EMBEDDED A MINIMUM OF 12" INTO THE GROUND. A WOODEN LATH SHALL BE BE ATTACHED TO THE OPPOSING (UPHILL) SIDE OF THE STAKE FOR ADDED STRENGTH AND SUPPORT. THE LATH SHALL HAVE THE FOLLOWING DIMENSIONS 1 1/2" x 1/4" x 24".

10. SILT FENCE SHALL BE PULLED TIGHT AS IT IS ANCHORED TO THE STAKES. THERE SHOULD NOT BE NOTICEABLE SAG

ALONG ANY PORTION OF THE SILT FENCE AFTER IT HAS BEEN ANCHORED TO THE STAKES.

11. SILT FENCE FABRIC SHALL BE ANCHORED TO THE STAKES AND LATHS USING 1" HEAVY DUTY STAPLES OR NAILS WITH 1" HEADS. STAPLES AND NAILS SHOULD BE PLACED EVERY THREE INCHES ALONG THE SILT FENCE FABRIC.

12. SILT FENCE FABRIC SHALL MEET THE FOLLOWING MANDATORY REQUIREMENTS:

- GRAB TENSILE STRENGTH ASTM D 4632 >= 124 LBS

- MULLEN BURST STRENGTH ASTM D 3786 >= 300PSI

- PUNCTURE STRENGTH ASTM D 4833 >= 60 LBS

- TRAPEZOID TEAR STRENGTH ASTM D 4533 >= 65 LBS

- UV RESISTANCE ASTM D 4355 >= 80% @ 500 HR

- FLOW RATE ASTM D 4491 >= 10 GAL/MIN/FT2

13. AN ORIGINAL PRODUCT SPECIFICATION SHEET FROM THE SILT FENCE MANUFACTURER SHALL BE MADE AVAILABLE AT THE REQUEST OF THE COR. THE PRODUCT SPECIFICATION SHEET SHALL PROVIDE THE RESULTS FOR THE TEST

METHODS ABOVE.

14. SILT FENCE JOINTS SHALL BE CONNECTED ACCORDING THE TO ATTACHED DRAWING.

SILT FENCE INSPECTION AND MAINTENANCE NOTES

1. THE EROSION CONTROL SUPERVISOR SHALL INSPECT SILT FENCE AT THE FOLLOWING INTERVALS:

- IMMEDIATELY FOLLOWING INITIAL INSTALLATION

- EVERY 14 DAYS WHILE THE SITE IS UNDER ACTIVE CONSTRUCTION

- AFTER ANY STORM EVENT THAT CAUSES SOIL EROSION

- ONCE A MONTH FOLLOWING THE END OF CONSTRUCTION, UNTIL VEGETATIVE COVER HAS REACHED A

CONSISTENT DENSITY OF AT LEAST 70% OF FULL VEGETATIVE COVER.

- IMMEDIATELY FOLLOWING STRONG WINDS.

2. ACCUMULATED SEDIMENT SHALL BE REMOVED ONCE THE UPSTREAM SEDIMENT HAS REACHED A DEPTH OF 6-INCHES.

3. SILT FENCE SHALL REMAIN IN PLACE AND PROPERLY MAINTAINED UNTIL VEGETATIVE COVER HAS REACHED A

CONSISTENT DENSITY OF AT LEAST 70% OF FULL VEGETATIVE COVER AND EROSION AND SEDIMENTATION IS NO LONGER

A POSSIBILITY AS DETERMINED BY THE COR.

4. SILT FENCE SHALL BE REPLACED WHEN THERE IS ANY SIGNS OF WEAR.

5. WHEN THE SILT FENCE IS REMOVED ANY DISTURBED AREAS ASSOCIATED WITH THE INSTALLATION, MAINTENANCE, AND/OR REMOVAL OF THE SILT FENCE SHALL BE RESEEDED PER VA SPECIFICATIONS.

" M

IN

6" M

IN

2" M

IN

BURY 10" MIN OF SILT FENCE

FABRIC OR 10" DEEP IF USING

STATIC SLICING METHOD

COMPACTED

BACKFILL

EXISTING

GROUND

1 1/2" x 1/4" STAKE OR LATH

ON THE

UPHILL SIDE OF SILT FENCE

FABRIC

SILT FENCE

GEOTEXTILE

1 1/2" x 1 1/2" x 48" WOODEN STAKE

ON DOWNHILL SIDE

OF SILT FENCE FABRIC

UNDISTURBED

VEGETATION

ON DOWN SLOPE

2"

MIN

SILT FENCE SECTION

JOINT SECTION

FLOW

NOTE:

THICKNESS OF GEOTEXTILE HAS

BEEN EXAGGERATED

POSTS SHALL BE JOINED AS

SHOWN, THEN ROTATED

180° IN DIRECTION SHOWN

AND DRIVEN INTO THE

GROUND

POSTS SHALL

OVERLAP AT JOINTS

SO THAT NO GAPS

EXIST IN SILT FENCE

JOIN

FIRST

ROTATE

SECOND

SCALE:1

SILT FENCE (SF)

NOT TO SCALE

CONCRETE WASHOUT AREA INSTALLATION NOTES:

1. LOCATION(S) OF CONCRETE WASHOUT AREA(S) SHALL BE COORDINATED ON SITE WITH THE RE/COR. LOCATE WASHOUT STRUCTURE(S) A MINIMUM OF 50 FEET AWAY FROM OPEN CHANNELS, STORM DRAIN INLETS, SENSITIVE AREAS, WETLANDS, BUFFERS AND WATER COURSES AND AWAY FROM CONSTRUCTION TRAFFIC.

2. SIZE WASHOUT STRUCTURE FOR VOLUME NECESSARY TO CONTAIN WASH WATER AND SOLIDS AND MAINTAIN AT

LEAST 4 INCHES OF FREEBOARD. MINIMUM DIMENSIONS ARE SHOWN.

3. PREPARE SOIL BASE FREE OF ROCKS OR OTHER DEBRIS THAT MAY CAUSE TEARS OR HOLES IN THE LINER. FOR LINER, USE 10 MIL OR THICKER UV RESISTANT, IMPERMEABLE SHEETING, FREE OF HOLES AND TEARS OR OTHER

DEFECTS THAT COMPROMISE IMPERMEABILITY OF THE MATERIAL.

4. INSTALL THE CONCRETE WASHOUT AREA PRIOR TO ANY CONCRETE PLACEMENT ON SITE.

5. VEHICLE TRACKING CONTROL IS REQUIRED AT THE ACCESS POINT.

6. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS

NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF

CONCRETE TRUCKS AND PUMP RIGS.

7. EXCAVATED MATERIAL SHALL BE UTILIZED IN PERIMETER BERM CONSTRUCTION.

8. PROVIDE A SIGN FOR THE WASHOUT IN CLOSE PROXIMITY TO THE FACILITY.

9. ALTERNATE METHODS ARE ACCEPTABLE BASED ON COR APPROVAL.

CONCRETE WASHOUT AREA MAINTENANCE NOTES:

1. REPAIR, ENLARGE, OR CLEAN THE CONCRETE WASHOUT AREA AS NECESSARY TO MAINTAIN CAPACITY FOR

WASTED CONCRETE.

3. KEEP CONCRETE WASHOUT STRUCTURE WATER TIGHT. REPLACE IMPERMEABLE LINER IF DAMAGED (E.G., RIPPED OR PUNCTURED). EMPTY OR REPLACE WASHOUT STRUCTURE THAT IS 75 PERCENT FULL, AND DISPOSE OF ACCUMULATED MATERIAL PROPERLY. DO NOT REUSE PLASTIC LINER. WET-VACUUM STORED LIQUIDS THAT HAVE NOT EVAPORATED AND DISPOSE OF IN AN APPROVED MANNER. PRIOR TO FORECASTED RAINSTORMS, REMOVE LIQUIDS OR COVER STRUCTURE TO PREVENT OVERFLOWS. REMOVE HARDENED SOLIDS, WHOLE OR BROKEN UP, FOR DISPOSAL OR RECYCLING. MAINTAIN RUNOFF DIVERSION AROUND EXCAVATED WASHOUT

STRUCTURE UNTIL STRUCTURE IS REMOVED.

4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN

APPROVED WASTE SITE.

5. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL RE-SEEDED PER VA

SPECIFICATIONS.

6. INSPECT WEEKLY, DURING AND AFTER ANY STORM EVENT.

A

CI501

8' MIN

8' M

IN

8' MIN

12" MIN

" M

IN

SANDBAG

SIGN

3:1

3:1 3:1

3:1

VTC

BERM

BERM

BERM

BERM AROUND

PERIMETER

SANDBAG OR

EQUIVALENT

IMPERMEABLE

SHEETING LINER

GROUND

SURFACE

SCALE:2

CONCRETE WASHOUT AREA (CWA)

NOT TO SCALE

SCALE:A CWA SECTION

NOT TO SCALE

CURB SOCK INSTALLATION NOTES:

1. PLACE SOCKS UP GRADIENT OF INLET FLUSH WITH CURB.

2. USE NO FEWER THAN (2) 6" DIAMETER SOCKS IN SEQUENCE, UP GRADIENT OF INLET.

NO FEWER THAN 6 SOCKS SHALL BE USED IF THE 4" SIZE IS CHOSEN.

3. MAINTAIN SEDIMENT CONTROL MEASURES AT ALL TIMES DURING EARTH DISTURBING

ACTIVITIES.

INLET

FLOW

SCALE:3 CURB SOCK

NOT TO SCALE

3'-0"6" A

T C

U R

BS

3/4" GRAVEL

1/4" MESH OR BURLAP

WIRE TIE ENDS

5'-0"

PROJECT NUMBER

BUILDING

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

A

Office of…