PORT TOWNSEND CARNEGIE LIBRARYweblink.cityofpt.us/weblink/0/edoc/151355/2017-04-20 Library...project...

PROJECTSITE

N VICINITY MAPNTS

AC

ABBREVIATIONSAC ASPHALTIC CONCRETEACC ACCESSIBLEACP ACOUSTICAL CEILING PANELACST ACOUSTICALAD AREA DRAINADDM ADDENDUMADJ ADJUSTABLEAFF ABOVE FINISHED FLOORAHU AIR HANDLING UNITALT ALTERNATEAL ALUMINUMANOD ANODIZEDAPPROX APPROXIMATEAPT APARTMENTARCH ARCHITECT, ARCHITECTURALAUTO AUTOMATICAV AUDIO VISUALAWP ACOUSTICAL WALL PANEL(S)

BB BULLETIN BORDBD BOARDBLDG BUILDINGBLKG BLOCKINGBO BOTTOM OFBOT BOTTOMBRG BEARINGBRZ BRONZEBUR BUILT UP ROOFING

CAB CABINETCB CATCH BASINCEM CEMENT, CEMENTITIOUSCER CERAMICCG CORNER GUARDCH COAT HOOKCI CAST IRONCJ CONTROL JOINTCIP CAST-IN-PLACECL CENTERLINECLG CEILINGCLO CLOSETCLR CLEARCMU CONCRETE MASONRY UNITCO CLEAN OUT, CASED OPENINGCOL COLUMNCOMM COMMUNICATIONCONC CONCRETECONN CONNECTION, CONNECTCONSTR CONSTRUCTIONCONT CONTINUOUS, CONTINUECORR CORRIDORCPT CARPETCSWK CASEWORKCTR CENTERCU CUBIC

D DEEP, DEPTHDBL DOUBLEDEMO DEMOLISH, DEMOLITIONDET DETAILDF DRINKING FOUNTAINDIA DIAMETERDIAG DIAGONAL, DIAGRAMDIV DIVIDE, DIVISIONDMPF DAMPPROOF, DAMPPROOFINGDN DOWNDR DOOR, DRESSING ROOMDS DOWNSPOUTDW DISHWASHERDWG DRAWINGDWR DRAWER

E EASTEIFS EXTERIOR INSULATION AND FINISH SYSTEMEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRIC, ELECTRICALELEV ELEVATORENCL ENCLOSE, ENCLOSUREEP ELECTRICAL PANELEQ EQUALEQUIP EQUIPMENTESCAL ESCALATOREXH EXHAUSTEXP EXPANSION, EXPOSEDEXIST EXISTING

FA FIRE ALARMFCIO FURNISHED BY CONTRACTOR INSTALLED BY OWNERFD FLOOR DRAINFDC FIRE DEPARTMENT CONNECTIONFDTN FOUNDATIONFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFH FIRE HYDRANTFHC FIRE HOSE CABINETFIG FIGUREFIN FINISH, FINISHEDFLEX FLEXIBLEFLR FLOOR, FLOORINGFLUOR FLUORESCENTFO FACE OF, FINISHED OPENINGFOIC FURNISHED BY OWNER INSTALLED BY CONTRACTORFP FIRE PROTECTION, FIREPROOFFR FRAME, FIRE RATEDFRMG FRAMINGFRT FIRE RETARDANT TREATEDFT FOOT, FEETFTG FOOTINGFUT FUTUREFVC FIRE HOSE VALVE CABINETFWC FABRIC WALL COVERINGFWP FABRIC WRAPPED PANEL(S)

GA GAGEGALV GALVANIZEDGEN GENERAL, GENERATOR

GFRC GLASS-FIBER REINFORCED CONCRETEGFRG GLASS-FIBER REINFORCED GYPSUMGFRP GLASS-FIBER REINFORCED PLASTICGL GLASSGYP GYPSUMGYP BD GYPSUM BOARD

H HIGHHB HOSE BIBBHCWD HOLLOW CORE WOODHD HAND DRYERHDBD HARDBOARDHDW HARDWAREHDWD HARDWOODHM HOLLOW METALHO HOLD OPENHORIZ HORIZONTALHR HOURHT HEIGHTHVAC HEATING, VENTILATING, AND AIR CONDITIONING

ID INSIDE DIAMETERINCL INCLUDE, INCLUDINGINFO INFORMATIONINSUL INSULATE, INSULATIONINT INTERIORIWD INDIRECT WASTE DRAIN

JAN JANITORJT JOINT

KIT KITCHEN

L LONGLAM LAMINATE, LAMINATEDLAU LAUNDRYLAV LAVATORYLT LIGHTLTG LIGHTING

MAS MASONRYMATL MATERIALMAX MAXIMUMMECH MECHANICALMED MEDIUMMEMB MEMBRANEMEZZ MEZZANINEMGT MANAGEMENTMFL MAXIMUM FORESEEABLE LOSSMFR MANUFACTURE, MANUFACTURERMH MANHOLEMIN MINIMUM, MINUTEMISC MISCELLANEOUSMO MASONRY OPENINGMS MOP SINKMTD MOUNTEDMTL METALMVBL MOVABLE

N NORTHNIC NOT IN CONTRACTNO NUMBERNOM NOMINALNTS NOT TO SCALE

OC ON CENTEROH OVERHEADOD OUTSIDE DIAMETEROPNG OPENINGOPP OPPOSITEORD OVERFLOW ROOF DRAINOTS OPEN TO STRUCTURE ABOVEE

PBD PARTICLE BOARDPRCST PRECASTPD PLANTER DRAINPERP PERPENDICULARPLAM PLASTIC LAMINATEPLAS PLASTERPLYWD PLYWOODPNL PANELPL PROPERTY LINEPR PAIRPRKG PARKINGPROP PROPERTYPT PAINT, POINT, PRESSURE TREATEDPTN PARTITION

R RADIUS, RISERRCP REFLECTED CEILING PLANRD ROOF DRAIN, ROADREF REFER TO, REFERENCEREF REFRIGERATORREINF REINFORCED, REINCFORCINGREQD REQUIREDREV REVISED, REVISIONRFG ROOFINGRM ROOMRO ROUGH OPENINGRT RIGHT

S SOUTHSCWD SOLID CORE WOODSCHED SCHEDULESD STORM DRAINSECT SECTIONSGL SINGLESHT SHEETSHTHG SHEATHINGSIM SIMILARSPEC SPECIFICATIONSPRKLR SPRINKLERSQ SQUARESS SERVICE SINKSST STAINLESS STEELSTC SOUND TRANSMISSION CLASSSTD STANDARD

STL STEELSTOR STORAGESTRUCT STRUCTURALSUSP SUSPENDED

T TREADT&G TONGUE AND GROOVETEL TELEPHONETEMP TEMPERATURE, TEMPORARYTER TERRAZZOTHK THICK, THICKNESSTMPD TEMPEREDTO TOP OFTSTAT THERMOSTATTV TELEVISIONTYP TYPICAL

UGND UNDERGROUNDUNFIN UNFINISHEDOUN UNLESS OTHERWISE NOTED

VERT VERTICALVEST VESTIBULEVNR VENEERVR VAPOR RETARDERVWC VINYL WALLCOVERINGW WEST, WIDEW/ WITHW/O WITHOUTWC WATER CLOSET, WALLCOVERINGWD WOODWH WALL HYDRANTWP WEATHERPROOF, WATERPROOF,

WATERPROOFING, WORK POINTWR WATER RESISTANTWT WEIGHTWWF WELDED WIRE FABRIC

XFMR TRANSFORMER

LAND USE INFORMATIONLOCATION: 1220 LAWRENCE STREET, PORT TOWNSEND, WAPARCEL ID: 001204015LEGAL DESCRIPTION: A PORTION OF SW14, SE 14, SECTION 2 TOWNSHIP 3 ON

RANGE 1 W, CITY OF PORT TOWNSEND, JEFFERSON COUNTYPARCEL SIZE: 33,618 SFAPPLICABLE CODE: PORT TOWNSEND MUNICIPAL CODE, CHAPTER 17LAND USE CODE: CHAPTER 17.24

PI-PUBLIC, PARK AND OPEN SPACE ZONING DISTRICTSADJACENT PROPERTIES INCLUDE R-11 AND C-111

PERMITTED USE: LIBRARY USE PERMITTED OUTRIGHTREQUIREMENTS: CHAPTER 17.24.030MIN LOT SIZE: NONE, 33,618 SF LOTMIN FRONT YARD SETBACK:

20' EXCEPT WHEN CONTIGUOUS WITH MIXED USE ORCOMMERCIAL

0' ON SOUTH PROPERTY LINEMIN REAR YARD SETBACK:


SO 10' ON NORTH PROPERTY LINEMIN SIDE YARD SETBACK:


SO 0' OR 10' DEPENDING ON LOCATION, SEE A1.1MAX BUILDING HEIGHT:

50'MAX FLOOR AREA RATIO: 3 SF OF GROSS PER 1 SF OF LOT IN THE PORT TOWNSEND

HISTORIC DISTRICT, 33,618 SF LOT SO POTENTIAL 97,854 SFHISTORIC DISTRICT: CHAPTER 17.30

SITE IS LOCATED IN UPTOWN COMMERCIAL SUBDISTRICTHISTORIC DISTRICT OVERLAY

DESIGN REVIEW: CHAPTER 17.30.050DESIGN REVIEW IS MANDATORY

UPTOWN DISTRICT: CHAPTER 17.30.155 UPTOWN COMMERCIAL SUBDISTRICT -

MEET ADDITIONAL STANDARDSPARKING: CHAPTER 17.72.020

NATIONAL REGISTER HISTORIC OVERLAY DISTRICT EXEMPTION

BUILDING CODE INFORMATIONAPPLICABLE BUILDING CODE: 2009 INTERNATIONAL BUILDING CODELIBRARY ONLY, PINK HOUSE INFORMATION ON T3OCCUPANCY: GROUP A3 (SECT 303) - LIBRARY

OCCUPANCY SEPARATIONS NO CHANGEFIRE WALLS: NO CHANGESPECIAL HEIGHTS/AREAS: NONE EXPECTEDCONSTRUCTION TYPE: TYPE V-B (SECT 602.5 & TABLE 601)

STRUCTURAL FRAME - NO RATINGINT. BEARING WALLS - NO RATINGINT. AND EXT. NON-BEARING WALLS - NO RATINGFLOOR CONSTRUCTION - NO RATINGROOF CONSTRUCTION - NO RATINGSHAFT ENCLOSURES NOT REQUIREDFOUR STORIES OR LESS (SECT 708)CLASS C ROOF (TABLE 1505.1)

LOCATION ON PROPERTY: 10' LESS THAN/EQUAL TO D LESS THAN/EQUAL TO 30',V-B CONSTRUCTION, NO RATING (TABLE 602)

ALLOWABLE HEIGHT: (1) STORY FOR A-3, (2) STORIES FOR B (TABLE 503)NO CHANGE

ACTUAL FLOOR AREA: EXISTING LEVEL 2 2,450 SFEXISTING LEVEL 1 5,840 SF----------------- -----------EXISTING TOTAL 8,290 SF

FIRE ALARM: FIRE ALARM SYSTEM (SECT 907)SEISMIC ZONE: SEE STRUCTURAL CALCULATIONSWIND CRITERIA:EXPOSURE C, 85 MPH WITH 3 SECOND 100 MPH GUST

PROJECT CODE INFORMATION

MATCH LINESEE XX/A-XXX

XXA-XXX

X

X.X X.X

XXA.XXX

XXA.XXX

XXA.XXX

XXA-XXX

X.X

BUILDING SECTION INDICATOR

SECTION INDICATOR

ENLARGED DETAIL INDICATOR

SECTION DETAIL INDICATOR

MATCHLINE INDICATOR

EXISTING COLUMN GRIDLINE INDICATOR

ELEVATION INDICATOR

DRAWING REVISION INDICATOR

KEYNOTE & FLAGNOTE

X.X

XX'-XX"XXXXXXX

SYMBOLS LEGENDOWNER

ARCHITECT

CIVIL/STRUCTURAL

CITY OF PORT TOWNSEND621 SHERIDAN STREETPORT TOWNSEND, WA 98368

ROLLUDA ARCHITECTS105 S MAIN ST, SUITE 323SEATTLE WA, 98104CONTACT: RICH [email protected]: (206) 624-4222FAX: (206) 624-4226

CG ENGINEERING, PLLCGREG GUILLEN- [email protected] 4th AVE. S.SUITE 200EDMONDS, WA 98020

PROJECT TEAM

OVERALL SCOPE:

INSTALLING FOUNDATION DRAINS AND REPAIRING SITE WALLS AT AN EXISTING HISTORIC BUILDING.

DEMOLITION WORK:• REMOVAL OF DAMAGED SECTIONS OF CONCRETE WALKWAY, STAIRS.• REMOVAL OF METAL PIPE RAILING AT STAIRS TO BE REPAIRED.• REMOVAL OF SOIL ADJACENT TO EXTERIOR WALLS INDICATED•

NEW WORK:• INSTALLATION OF NEW CONCRETE WALKWAY AND STAIRS• INSTALLATION OF NEW METAL PIPE RAILING• INSTALLATION OF NEW FOUNDATION DRAIN SYSTEM• PATCHING AND REPAIRING LANDSCAPING WHERE SOIL HAS BEEN REMOVED

SCOPE OF WORK

PORT TOWNSEND CARNEGIE LIBRARYEXTERIOR RENOVATIONS

Project No.Checked:Drawn:

Design:

Issuance

Drawing Title

Drawing Number

105 S. Main St. Seattle, WA 98104p. 206.624.4222 f. [email protected]

REVISION DATE

OW

NER

:

COPYRIGHT © 2012 ROLLUDA ARCHITECTS INC

6250

REGISTEREDARCHITECT

Alex E. Rolluda

STATE OF WASHINGTON

C:\Users\gabriel\Documents\[email protected] 4/19/2017 10:20:00 AM

G001

TITLE SHEET

BID SET

POR

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LIBR

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ENC

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NSE

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9836

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10 APRIL, 2017

G001 TITLE SHEET 1A-0.1 SURVEY 2A1.1 SITE PLAN, GROUND FLOOR

PLAN3

A3.1 WALL SECTION, GUARDRAILDETAILS

4

S-1.1 STRUCTURAL NOTES 5S-1.2 SITE PLAN 6S-2.1 STAIR PLAN 7S-3.1 DETAILS 8S-3.2 DETAILS 9

DRAWINGS INDEX

UP

UP

UP

S 30°32'19" E 261.58'

HARRISON STREET

LAW

REN

CE

STR

EET

X X X

X

X

W W

W W WW

W

SS SS SS SSSS

SSSS

SS

SS

SS

SS

SS

75

175

175

175

175

17

17017

0

170

170

170

170

170170

170

170

170

165

165

165

165

165

165

160

160

170 170

170

170

170

170

N 5

9°27

' 51"

E10

9.9 9

'

55.00'

S 30°32'19" E 110.00' S 30°32'19" E109.99'

N 30°32'19" W164.99'

N 5

9°27

' 51"

E12

5.9 9

'

N 30°32'19" W 150.00'

N 5

9°27

' 51"

E73

.00 '

73.0

0 'S

59°

2 7'5

1" W

150.00'14.99'

S 5

9°2 7

'51"

W11

71.9

1'

±18'-2"

±52'-1"

±30'-7"

UP UP

69' -

4"

3' - 2 1/2"

24' -

0 1

/4"

0' -

8"20

' - 0

3/4

"0'

- 8"

23' -

11"

LOBBY CHILDREN'S ROOM

WORK/SHIPPINGSTAFF

IT

MEN'S

WOMEN'S RM

JANELEV

ELEVEQUIP

17

EXTENT OF FOUNDATION DRAIN, EXT. WALLINSULATION SYSTEM - SEE DETAIL, STRUCTURAL

DRAWINGS, TYP

31' - 4"

1

A3.1

Sim

A3.13

Sim

NEW PIPE RAIL

PROJECT AREA

4

A3.1

Sim

3

A3.1

Sim


Design:

Issuance

Drawing Title

Drawing Number


REVISION DATE

OW

NER

:


6250

REGISTEREDARCHITECT

Alex E. Rolluda

STATE OF WASHINGTON


A1.1

SITE PLAN,GROUND FLOORPLAN

BID SET

POR

T TO

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SEN

D C

ARN

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LIBR

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REN

OVA

TIO

N12

20 L

AWR

ENC

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RT

TOW

NSE

ND

, WA

9836

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NSE

ND

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9836

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DesignerAuthor

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10 APRIL, 2017

SCALE: 3/16" = 1'-0"2 GROUND FLOOR PLAN

SCALE: 1" = 20'-0"1 SITE PLAN N

EXISTING SIDEWALK

EXIST SLABON GRADE

HANDRAIL

TO STAIRSELEV = 130.9"

BO STAIRSELEV = 70"

10 E

Q R

ISER

S @

6. 8

"

FIEL

D V

ERIF

Y5'

- 9"

0' - 11"

12" MIN 8' - 3" 12" MIN

3' -

0"

1' -

8"1'

- 11

"

INTERIOR

EXTERIOR

RIGID INSULATION BOARD

SEE CIVIL DWGS

AT 90 WET MILS/60DRY MILS

DRAINAGE MAT, TYP

EXST BUILDING FOOTINGTO REMAIN, TYP

FINISHED GRADE - SLOPEAWAY FROM BLDG, TYP

EXST CONC WALLTO REMAIN, TYP

WRAP FILTER FABRIC OVER TOP OF ASSEMBLY. ANCHORTO EXST WALL W/MTL CLOSURE STRIP, TYP

0' -

6"

A3.12

Sim

SEE DETAIL FORWATERPROOFING, THIS AREA

EXISTING GRANITESTEP TO REMAIN(COUNTER SINK TO 6.31")

EXISTINGSIDEWALK

1' -

0"

8 EQ

RIS

ERS

@ 6

.31"

FIEL

D V

ERIF

Y4'

- 2

1/2"

EXIST SLABON GRADE

HANDRAIL

TO STAIRSELEV = 130.9"

BO STAIRSELEV = 70"

12" MIN

12" MIN

3' -

0"

0' - 11"


Design:

Issuance

Drawing Title

Drawing Number


REVISION DATE

OW

NER

:


6250

REGISTEREDARCHITECT

Alex E. Rolluda

STATE OF WASHINGTON


A3.1

WALL SECTION,GUARDRAILDETAILS

BID SET

POR

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SEN

D C

ARN

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LIBR

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9836

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9836

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10 APRIL, 2017

1/2" = 1'-0"2

FOOTING CROSS SECTIONW/INSULATION

1/2" = 1'-0"3 LIBRARY STAIR SECTION 1" = 1'-0"1

TYPICAL SECTION AT FOUNDATIONDRAIN

1/2" = 1'-0"4 PINK HOUSE STAIR SECTION

P

P

T

P

T

0

35986

LAVWFO IHA

AS

N

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I

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24PH

ONE:

(360

) 683

-343

8 F

AX: (

360)

683-

3241

JOB NO.OF

SHEET:

TITL

E:

CLI

ENT:

REV

ISIO

NS:

DAT

EM

ARK

NO

TE

-10' 10' 20' 30'

SURVEYOR'S CERTIFICATE

SURVEYS OF ITS CLASS; PERFORMED AT THE REQUEST OF THE CITY OF PORT TOWNSEND

I HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED TOPRACTICE IN THE STATE OF WASHINGTON AND DECLARE THAT THIS MAP CORRECTLY

SUPERVISION, AND MEETS OR EXCEEDS INDUSTRY STANDARDS FOR TOPOGRAPHIC

REPRESENTS A TOPOGRAPHIC SURVEY PERFORMED IN NOVEMBER, 2009 UNDER MY

BRIAN L. VAN ALLER LS 35986 DATE

IN NOVEMBER, 2009.

Scale: 1" = 10'

SW 1/4, SE 1/4, SECTION 2, TOWNSHIP 30 NORTH, RANGE 1 WEST, W.M.;A PORTION OF THE

PREPARED FOR

CITY OF PORT TOWNSEND, JEFFERSON COUNTY, WASHINGTON

TOPOGRAPHIC MAP

LEGEND:

NOTES:

EQUIPMENT:

THE CITY OF PORT TOWNSEND

OF THE CITY OF PORT TOWNSEND PUBLIC LIBRARY

CITY OF PORT TOWSEND PUBLIC LIBRARY

PORT TOWNSEND, WA 98368

250 MADISON STREET

CITY OF PORT TOWNSEND

VERTICAL DATUM:

BASIS OF BEARINGS:

VA

N A

LLER

SU

RV

EYIN

G

1100498

TOPOGRAPHIC MAP

...ASBUILT CENTERLINE

...UTILITY POLE ANCHOR

...UTILITY POLE

...BUILDING LINE

...UNDERGROUND STORM LINE

...CULVERT LINE

...FENCE LINE

...EDGE OF CONCRETE

...YARD LIGHT

...SIGN

...STORM CATCH BASIN

...EDGE OF DIRT TRAIL

...UNDERGROUND SANITARY SEWER LINE

AND SPECIES IF KNOWN)

AND SPECIES IF KNOWN)

...BUSH / SHRUB

...WATER VALVE

...TELEPHONE MANHOLE

...DECIDUOUS TREE, (TRUNK DIAMETER

...SURVEY MONUMENT (AS FOUND)

...WATER METER

...POWER RISER

...SANITARY SEWER MANHOLE

...RIGHT-OF-WAY CENTERLINE

...CONIFER TREE, (TRUNK DIAMETER

...LANDSCAPING LINE

...GROUND BREAK LINE

...ROCKERY LINE

...UNDERGROUND POWER LINE

...FLOW LINE

...EDGE OF GRAVEL

...UNDERGROUND WATER LINE

...INDEX CONTOUR (5 FOOT INTERVAL)

...CONTOUR (1 FOOT INTERVAL)

...TREE/BRUSH LINE

...EDGE OF RIGHT-OF-WAY

(EXCEPT AS OTHERWISE INDICATED)

...SANITARY SEWER CLEANOUT

...PROPERTY LINE

...EDGE OF PAVEMENT

...OVERHEAD POWER LINE

...YELLOW STRIPE LINE

...WHITE STRIPE / FOG LINE

...TOP BACK OF CURB LINE

...IRRIGATION SPRINKLER HEAD

...BUILDING DOWN SPOUT

CONTOUR INTERVAL = 1 FOOT

TO CONSTRUCTION.

BY OTHERS AND MUST BE VERIFIED PRIOR

ARE BASED UPON FIELD MARKINGS PLACED

2) UNDERGROUND UTILITIES SHOWN HEREON

CONDUCTED DURING NOVEMBER, 2009

1) THIS MAP IS BASED ON FIELD SURVEY

TRIMBLE TSC2 DATA COLLECTORTRIMBLE S6 2" ROBOTIC TOTAL STATION

LIETZ SET-3B 3" TOTAL STATION

SDR 33 DATA COLLECTOR

NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988

ESTABLISHED BY FIELD TIES TO CITY OF PORT TOWNSEND

GEODETIC CONTROL POINTS #0010280 AND #0010281.

WASHINGTON COORDINATE SYSTEM OF 1983, ADJUSTMENT 1991,NORTH ZONE, NORTH AMERICAN DATUM (NAD 83/91).

ESTABLISHED BY FIELD TIES TO CITY OF PORT TOWNSEND

GEODETIC CONTROL POINTS #0010280 AND #0010281.

(SEE VOL. 19 OF SURVEYS, PAGES 61-70 FOR FURTHER

INFORMATION REGARDING GEODETIC CONTROL POINTS.)

ST

ST

ST

ST

LOT 1

LOT 2

TAX 15

TAX 119TAX 103

TAX 101

TAX 14

BLOCK Z

175

175

175

175

175

170

170

170

170

170

170

170

170

170

170

170

170

165

165

165

165

165

165

160

160

170

170

170

170

170

175

180

170

179

170

SSSS

SS

SS

SS

SS

SS

SS

SS

SSSSSSSSSSSSSSSS

SS

SS

OHP

OHP

OHP

OHP

RIM EL.=167.44'

S.S. MANHOLE

4' TALL WOOD

BOARD FENCE

WOOD HOUSE

FIN. FLOOR EL.=173.24'

DECK

DECK

WOOD STEPS W/METAL HAND RAIL

CONC.

STEPS

CONCRETE SIDEWALK

CONCRETE SIDEWALK

CONCRETE SIDEWALK

CONCRETE SIDEWALK

CONCRETE SI DEWALK

CONC. SIDEWALK

BRICK PAVERS

BRICK PAVERS

BRICK

CONC.

BENCH

BENCH

CONC.

LAWN

CONC.

SLAB

CONC. STEPS W/

METAL HAND RAILCONC. STEPS W/

METAL HAND RAIL

CONC. STEPS W/

METAL HAND RAIL

CONCRETE LIBRARY BUILDING



GRAVEL

PATH

PAVED PARKING

PAVED PARKING

CONCRETE SIDEWALK

PLANTER

PAVED PARKING

PAVED

PARKING

PAVED PARKING

CONCRETE SIDEWALK

WOOD BUILDING


DECK

GRAVEL

PATH

WOOD STEPS

UTILITY

SHED

WOOD HOUSE

LAWN

LAWN

LAWN

BENCH

SPEED BUMP

LANDSCAPINGLANDSCAPING

EDGE OF

BOULDER

BOULDER

GATE

PAVED DRIVE

PAVEMENT

EDGE OF

PAVEMENT

EDGE OF

CONC.CURB

DIRT

PATH

LAWN

LAWN

BRUSH

BRUSH

EDGE OF

EDGE OFBRUSH

BRUSH

LAWN

PAVEMENT

EDGE OF

CONC.CURB

CONC.CURB

EDGE OF

PAVEMENT

CONC. CURB

AND GUTTER

EDGE OF

PAVEMENT

CONC. CURB

AND GUTTER

CONC.

GUTTER

PAVED PARKING

CONC.

GUTTER

CONCRETE SIDEWALK

CONC. CURB

AND GUTTER

EDGE OF

PAVEMENT

PAVED

DRIVE

CONCRETE SIDEWALK

EDGE OF

PAVEMENT

AND GUTTER

CONC. CURB

YELLOW STRIPE BUS STOP EDGE OF

PAVEMENT

CONC. CURB

AND GUTTER

FOG LINE

EDGE OF

PAVEMENT

FOG LINE

ASBUILT

CENTERLINEASBUILT

CENTERLINE

ASBUILT

CENTERLINE

ASBUILT

CENTERLINE

ASBUI LT

CENTERLINE

CROSS WALK

CROSS WALK

COVERED ENTRY

PHONE BOOTH

COVERED ENTRY

ROCK

WALL

ROCK

WALL

ROCKWALL

CONC. WALL

W/

METAL HANDRAIL

ROCK

WALL

ROCKWALL

ROCK

WALL

WALL

CONC.

CONC.

WALL

CONC. BLOCK

WALL

BENCH

CONC.

WALL

BIKE RACK

BIKERACK

BIKERACK

CONC. WALL

W/ STEPS

LAWN

EDGE OF

LANDSCAPING

LANDSCAPING

SEWER LINE

STUB END

S.S. MANHOLE

RIM EL.=156.93'

PWR METERAND DROP

UNDERGROUND LINE

IRRIGATION

HOSE BIB

HOSE BIB

IRRIGATION

IRRIGATION HAND RAIL

METAL

METAL HAND RAIL

RIM EL.=168.96'

STORM CATCH BASIN

STORM CATCH BASIN

RIM EL.=168.52'

RIM EL.=167.59'

STORM CATCH BASIN

ROCKERY

HOLLY BUSH

CONC.CURB

SOLID LID RIM EL.=167.01'

STORM CATCH BASIN

PAVED

CONC. STEPS W/

METAL HAND RAIL CONC.

WALL

FLAG

POLE

CONC.

CURB

HOSE BIB

PLAT OF KUHN'S RANCH

(VOL. 2 OF PLATS, PAGE 26)



LIBRARY TRACT

APARTMENT BUILDING

EDGE OFPAVEMENT

PAVEMENT

EDGE OF

"CARMAN LS 20642" CAP

3/8" DIAM. REBAR AND







CULVERT

1.5" PVC I.E.=172.0'

CITY OF PORT TOWNSEND STREET MONUMENT

2" DIAM. BRASS CAP WITH

PUNCH MARK INSIDE A STEEL CASE

#0010280

AT THE INTERSECTION OF LAWRENCE ST. AND

TAYLOR ST.

PUNCH MARK INSIDE A STEEL CASE

2" DIAM. BRASS CAP WITH

CITY OF PORT TOWNSEND STREET MONUMENT


2" DIAM. IRON

PIPE

WHITE STRIPE

LIGHT

BRICK

CONC.WALL

PARKING

ENTRANCE

CROSS WALK

SIGN

PWR METER

CONC.

WALL

LIBRARY SIGN

8" PVC FLOWLINEN, W, E EL.=150.0'

6" PVC FLOWLINE EL.=164.2'

12" PVC I.E.=166.7'

8" PVC N I.E.=167.7'

4" PVC S I.E.=168.1'

4" PVC W I.E.=165.1'

8" PVC W I.E.=164.8'

12" CMP S I.E.=164.7'

(OUTFALL UNKNOWN)

SET PER VOL. 8 OF SURVEYS, PG. 72

SET PER VOL. 8 OF SURVEYS, PG. 72

SET PER VOL. 8 OF SURVEYS,

PG. 72

SET PER VOL. 8 OF SURVEYS,

PG. 72

CONC. STEPS

ENTRANCE

CONC. STEPSENTRANCE

PAVERS

PLATTED STREET

CENTERLINE

CENTERLINE

PLATTED STREETPLATTED STREET

CENTERLINE

PLATTED STREET

CENTERLINE

PLATTED STREET

CENTERLINE

PLATTED STREET

CENTERLINE

BAPTIST CHURCH



C.O.P.T. FIRE STATION

TOP OF CAP EL.=165.95'

UGP

UGP

UGP

UGP

UGP

UGP

UGP

WWWWW

WWWWW

WW

WW

W

W

WW

W

W

W

W

WW

W

W

WW

W

W

W

XX

XX

X X

X

XX

4"PINE

4"

2"

4"MAD

2"

2"

4"

2"

8"PINE

2"

4"CYPRESS

4"CYPRESS

8"

4"4"

6"

8"CHERRY

6"

PINE

4"

6"

LILAC

4"

8"CYPRESS

8"CYPRESS

8"CYPRESS

6"CYPRESS

6"

6"CYPRESS

4"

8"CYPRESS

2"

12"PINE

PINE

PINE

PINE

2"CYPRES

S

REDBERRY

8"PINE

6"MAD

HEMLOCK

2"

2"FRUIT

2"FRUIT

2"FRUIT

2"FRUIT

4"FIR

2"FIR

6" HOLLY

8"FIR

14"CHERRY

8"PINE

POMP

POMP

4"PINE

4"HEM

4"

4"

RHODY

RHODY

RHODY

PINE

8"MAD4"MAD

2"

HAR

RI SO

N STR

EET

LINCOLN STREET

LAWRENCE STREET

S 30°32'19" E

261.58'

S 30°32'19" E

200.08'

25.0'

36.5'

N 59°27'55" E

18.5'

N 59°27'55" E

N 59°27'51" E 109.99'

N 30°32'19" W

55.00'

S 59°27'51" W

16.00'

S 30°32'19" E

110.00'

S 30°32'19" E

109.99'

N 30°32'19" W

164.99'

N 59°27'51" E 125.99'

N 30°32'19" W

150.00'

N 59°27'51" E 73.00'

73.00'S 59°27'51" W

150.00'

14.99'

S 59°27'51" W 1171.91'

18.5'36.5'

36.5'

36.5'

36.5'

FOR REFERENCE ONLY

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