20130320 Lighting Plan 04142014vlli'llvl 1i I IV/nr
SHEET INDEX
LP 1 OF 2 LIGHTING PLAN
LP2 2 OF 2 LIGHTING DETAILS
ROPERTY DESCRIPTION
24 -17 -IE 1A NE SE COM NW COR SOLBERG
PARuEL NUMBER
21724410200
SITE ADDRESS
304 LONGMIRE ST. S.E.
YELM, WASHINGTON
SI TE DA TA
ACREAGE:
1.14 AC.
ZONING:
R -14
POWER:
PUGET SOUND ENERGY
TELEPHONE:
FAIRPOINT
GAS:
PUGET SOUND ENERGY
SEWER:
CITY OF YELM
WATER:
CITY OF YELM
CATV
COMCAST
A / VER RUN APARTMENTS
NE 114, SE 114, SEC.24, TWN 17 N., RNG. 1 E., W.M.
CONTRACTOR / DEVELOPER NOTE:
THE CONTRACTOR .AND /OR DEVELOPER SHALL BE RESPONSIBLE FOR
CAUTION uwrtuuvn nrvo nu REQUIRED MATERIAL TESTING, COMPACTION
TESTING AND APP
4.1 CABLE INSPECTIONS 0 UIRED BY CITY OF
THE CONTRACTOR' SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES
YELM AND PRIVATE
ENGINEER, THE CONTRACTOR TOR SHALL SUPPLY
SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UDUTIES AND SURVEYING THE HORIZONTAL AND VERTICAL
WHETHER 0 CERTIFYING ENGINEER WITH DOCUMENTATION E SIGNED SHOWING A
LOCATION PRIOR r0 CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 1-800-424-5555 AND PROFESSIONAL SOILS ANDIOR
BUILT MATERIALS ENGINEER SHOWING THAT
THEN POTHOLING pLL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY THE ROAD SECTION; WAS BUILT ACCOROMG TO THE
T CONFLICTS T 0 A71 N F SAID 77LI77ES AS SHOWN ON THESE PLANS ARE BASED UPON THE RECOMMENDATIONS
WHETHER OR NO CI ORM S EXIS L C O 0 D U S OF THE GEOTECHNICAL REPORT, THE BACKFILL
SHALL CON PUBLIC INFORMATION AND ARE INC. TO T O VARIATION. IF CONFLICTS SHOULD OCCUR, WITH CONTRACTOR MATERIAL MEETS MINIMUM ACHIEVED CITY /STATE REQUIREMENTS,
SHALL CONSULT LARSON &ASSOCIATES, C. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. COMPACTION WAS ,ACHIEVED ALL TRENCHES AND ROAD SECTION,
AND ALL CONSTRUCTION
PLAN MATERIALS AND CONSTRUCTION METHODS
PLAN
. SHOWN ON THESE S HAVE BEEN FOLLOWED,
NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG.
LIGHTING PLAN
3, ROW DEDICATION
e e I e e S49332'38'E 194.00j'
------------ _._ 10' SIDE YARD ,
I
I
I
I
I-
- - - - - - -
l` WALL MOUNTED
-. LUMINARE.
64
PROPOSED
APARTMENT ......
SET B.cK
_ I -
DATE
59 BUILDING "8"
-
- - - -
EASEMENT LINE
APPROX.
v P�y23a 2E'.
—
G
F.F. =34400
m
PROPOSED F250 ML 240v
i
344.
PROPOSED SIDEWALK
PROPOSED SHOULDER
:'P.
PROPOSED CONTOUR
64' 64'
l
`
344 --
y
i
_
- --
EXISTING STORM MAIN
64'
` -"'
_____ --
POLEMOUNTED
EXISTING SANITARY SEWER MAIN
❑
EXISTING CATCH BASIN
LUMINARE. - - -
- Z
I:I
EXISTING WATER GATE VALVE
— — — — — I
EXISTING FIRE HYDRANT
PARK AREA K ,
EXISTING WATER MAIN
I
I
59' _
I -R
PROPOSED
�.
APARTMENT
BUILDING "A"
APPROX.
I
F. F. = 346.50
348
64
348 -10` PSE EASEMENT PER -AFN 3982737
- - - - - -
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CONTRACTOR / DEVELOPER NOTE:
THE CONTRACTOR .AND /OR DEVELOPER SHALL BE RESPONSIBLE FOR
CAUTION uwrtuuvn nrvo nu REQUIRED MATERIAL TESTING, COMPACTION
TESTING AND APP
4.1 CABLE INSPECTIONS 0 UIRED BY CITY OF
THE CONTRACTOR' SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES
YELM AND PRIVATE
ENGINEER, THE CONTRACTOR TOR SHALL SUPPLY
SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UDUTIES AND SURVEYING THE HORIZONTAL AND VERTICAL
WHETHER 0 CERTIFYING ENGINEER WITH DOCUMENTATION E SIGNED SHOWING A
LOCATION PRIOR r0 CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 1-800-424-5555 AND PROFESSIONAL SOILS ANDIOR
BUILT MATERIALS ENGINEER SHOWING THAT
THEN POTHOLING pLL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY THE ROAD SECTION; WAS BUILT ACCOROMG TO THE
T CONFLICTS T 0 A71 N F SAID 77LI77ES AS SHOWN ON THESE PLANS ARE BASED UPON THE RECOMMENDATIONS
WHETHER OR NO CI ORM S EXIS L C O 0 D U S OF THE GEOTECHNICAL REPORT, THE BACKFILL
SHALL CON PUBLIC INFORMATION AND ARE INC. TO T O VARIATION. IF CONFLICTS SHOULD OCCUR, WITH CONTRACTOR MATERIAL MEETS MINIMUM ACHIEVED CITY /STATE REQUIREMENTS,
SHALL CONSULT LARSON &ASSOCIATES, C. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. COMPACTION WAS ,ACHIEVED ALL TRENCHES AND ROAD SECTION,
AND ALL CONSTRUCTION
PLAN MATERIALS AND CONSTRUCTION METHODS
PLAN
. SHOWN ON THESE S HAVE BEEN FOLLOWED,
NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG.
LIGHTING PLAN
3, ROW DEDICATION
e e I e e S49332'38'E 194.00j'
------------ _._ 10' SIDE YARD ,
I
I
I
I
I-
- - - - - - -
l` WALL MOUNTED
-. LUMINARE.
64
PROPOSED
APARTMENT ......
SET B.cK
_ I -
DATE
59 BUILDING "8"
-
- - - -
EASEMENT LINE
APPROX.
v P�y23a 2E'.
—
G
F.F. =34400
m
PROPOSED F250 ML 240v
i
344.
PROPOSED SIDEWALK
PROPOSED SHOULDER
:'P.
PROPOSED CONTOUR
64' 64'
l
`
344 --
y
i
_
- --
EXISTING STORM MAIN
64'
` -"'
_____ --
POLEMOUNTED
EXISTING SANITARY SEWER MAIN
❑
EXISTING CATCH BASIN
LUMINARE. - - -
- Z
I:I
EXISTING WATER GATE VALVE
— — — — — I
EXISTING FIRE HYDRANT
PARK AREA K ,
EXISTING WATER MAIN
59' _
I -R
MONUMENT NOTE
MONUMENTATION OF EXISTING AND PROPOSED ROADS SHALL BE INSTALLED
BY THE CONTRACTOR AS SHOWN ON THE APPROVED FINAL PLAT DRAWINGS.
ONCE THE CONTRACTOR HAS INSTALLED THE MONUMENTS THE APPLICABLE
SURVEYOR SHALL BE CONTACTED TO SCRIBE THE MONUMENTS AS APPROPRIATE.
DESTROYED MONUMENT NOTE-
PURSUANT TO RCW 58.24.040 8 AND WAC 3 -
3 2 120
BEFORE REMOVING OR DESTROYING ANY MONUMENT ON
THE BOUNDARY OF ANY EASEMENT, RIGHT OF WAY,
LOT, TRACT, OR PARCEL OF REAL PROPERTY; A
CONTROLLING POINT FOR A PLAT; OR A POINT WHICH
IS A GENERAL LAND OFFICE SURVEY CORNER, THE
APPLICATION REQUIRED BY THIS CHAPTER SHALL BE
SUBMITTED, SIGNED AND SEALED BY A LAND SURVEYOR
OR ENGINEER AS DEFINED IN THE CHAPTER.
CONTACT THE PIERCE COUNTY PUBLIC WORKS AND
UTILITIES, TRANSPORTATION SERVICES, SURVEY SECTION
AT (253) -798 -7250 FOR ADDITIONAL INFORMATION.
APPROVED FOR CONSTRUCTION
BY: _DATE:--
Director of Public Work:
APPROVAL
EXPIRES: -
SCALE: 1 " =20'
0 10 20 40
VERTICAL DATUM
THURSTON COUNTY
NGVD 29
BM: 1252
CASED CONCRETE MONUMENT WITH BRASS
CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD.
ELEV. 347.21
CONTOUR INTERVAL =2'
TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES
LEGEND
-.f.
PROPERTY LINE
DATE
R/W LINE
-
- - - -
EASEMENT LINE
PER CITY MARK -UP
v P�y23a 2E'.
'... _346
G
PROPOSED OWPC 70M 120v
m
PROPOSED F250 ML 240v
i
PROPOSED A21L 150M 240v
PROPOSED SIDEWALK
PROPOSED SHOULDER
:'P.
PROPOSED CONTOUR
64' 64'
l
`
EXISTING EDGE OF PAVEMENT
- - --
i
EXISTING STORM MANHOLE
D -D
EXISTING STORM MAIN
EXISTING SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER MAIN
❑
EXISTING CATCH BASIN
EXISTING POWER POLE
I:I
EXISTING WATER GATE VALVE
EXISTING FIRE HYDRANT
EXISTING WATER MAIN
59' _
I — —
PROPOSED
�.
APARTMENT
BUILDING "A"
APPROX.
I
F. F. = 346.50
348
64
348 -10` PSE EASEMENT PER -AFN 3982737
- - - - - -
MONUMENT NOTE
MONUMENTATION OF EXISTING AND PROPOSED ROADS SHALL BE INSTALLED
BY THE CONTRACTOR AS SHOWN ON THE APPROVED FINAL PLAT DRAWINGS.
ONCE THE CONTRACTOR HAS INSTALLED THE MONUMENTS THE APPLICABLE
SURVEYOR SHALL BE CONTACTED TO SCRIBE THE MONUMENTS AS APPROPRIATE.
DESTROYED MONUMENT NOTE-
PURSUANT TO RCW 58.24.040 8 AND WAC 3 -
3 2 120
BEFORE REMOVING OR DESTROYING ANY MONUMENT ON
THE BOUNDARY OF ANY EASEMENT, RIGHT OF WAY,
LOT, TRACT, OR PARCEL OF REAL PROPERTY; A
CONTROLLING POINT FOR A PLAT; OR A POINT WHICH
IS A GENERAL LAND OFFICE SURVEY CORNER, THE
APPLICATION REQUIRED BY THIS CHAPTER SHALL BE
SUBMITTED, SIGNED AND SEALED BY A LAND SURVEYOR
OR ENGINEER AS DEFINED IN THE CHAPTER.
CONTACT THE PIERCE COUNTY PUBLIC WORKS AND
UTILITIES, TRANSPORTATION SERVICES, SURVEY SECTION
AT (253) -798 -7250 FOR ADDITIONAL INFORMATION.
APPROVED FOR CONSTRUCTION
BY: _DATE:--
Director of Public Work:
APPROVAL
EXPIRES: -
SCALE: 1 " =20'
0 10 20 40
VERTICAL DATUM
THURSTON COUNTY
NGVD 29
BM: 1252
CASED CONCRETE MONUMENT WITH BRASS
CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD.
ELEV. 347.21
CONTOUR INTERVAL =2'
TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES
LEGEND
-.f.
PROPERTY LINE
DATE
R/W LINE
-
- - - -
EASEMENT LINE
PER CITY MARK -UP
ADDITIONAL 70' UTILITIES EASEMENT
—
G
PROPOSED OWPC 70M 120v
m
PROPOSED F250 ML 240v
07'
PROPOSED A21L 150M 240v
PROPOSED SIDEWALK
PROPOSED SHOULDER
- - -456 --
PROPOSED CONTOUR
EXISTING CONTOUR
EXISTING EDGE OF PAVEMENT
- - --
OD
EXISTING STORM MANHOLE
D -D
EXISTING STORM MAIN
EXISTING SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER MAIN
❑
EXISTING CATCH BASIN
EXISTING POWER POLE
I:I
EXISTING WATER GATE VALVE
EXISTING FIRE HYDRANT
EXISTING WATER MAIN
REVISION BLOCK
NO.
DATE
DESCRIPTION
BY
1
1 -22 -14
PER CITY MARK -UP
GJM
2
3 -19 -14
PER CITY MARK -UP
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4 -10 -14
DRAWING N(
8115BASE
SHEET. OF
NO TE:
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IL IH6
SPECIACATIONS
D€SQRIPII0N
The upon Styled Ominalre shall Consist
of a oendarIva luminalm base with on
integral gl beholder /bDIlgsl housing and
an a I o n Shaped Jlobe
DIMEN$lQNI
he.,p dErouni Shall an as threaled an
.ok p g .
MAT €RIAL4
the 're Lempa, ballogit Luun ag and
globe holder shall be heavy wall copper
G06, east garn e apdacrd ffOT Cad -
fled ASTM JbA, I Ingot per ASTM B- 179 -95A
Or ASTM B2tr9b, farmed hue to the pattern
with p.hr,fiety, det 1. GI ne material shall
be "Peor ton ad ,[,a oterhai with
clear featured polocarbonate or wi de h
forradpOrrion,,mbehatpal.pulmes . t mat
refractors Shall be bit p5il'aate glass and
role,f shut be po]lh d 1 'ra
Opforolfin Lh IIb- casral min
metal fop's spun aluminum and deaora-
iWe banding Is brass. All hardware shall
be stainless steel. All eatetlor hardware
shat be tamper...... Pat.
HPIESTALLAPHI
The Ct II 1 30 .D.x3'
wit 1/4 d ' ket set screws.
T it e Io alre base
h II noranIN9 O.D g) the
31ob h II be 1 to The I Ioalre by
( 114 did 8. k l s l s ,re., The
b Iial 1: ok I bly:hall be
f ri5hetl Iff, , q k ]I: al 1 FIl9
and mount air or anuevoi I ... Test r l lta.
It in ballast pl 1- that ovedtoy lop^
e Rig u thumb screw
W_
FINISH
( flnshsur 'f te sondCOl opium,
F Sh Im.hLmr,o 1 q.
DIGHLiQURL
LanlnalreX shall be tarnished with an It 11)
ballast and sockel asembly. Lllminalre
shall be UL 16ice and labeled as suitable
for wet locations. Sanketsshall be glazed
,orc.lon. m)g da basewth.
a ppper alley nl kFl platetl m'r' w shell and
la:�111 Ica.fialt . Protest shrill be, rnro IT
hgh pit e regulating lypa
CEIRTJICATION
Upon request, morninfoolurer shall por
Ingot II y_ Upen rVC,ce
i f (I gall supply UL IIOX Opal
g s,L,IpLsh,IL
ANTIQUE
Street Lis
Thin nn�ML mat M Nfi
FT PID TIT' M44Knn(51 J 117 111
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LL 1- 800 - 424 -5555 BEFORE YOU DiG.
A / VEfl RUN APARTMENTS
NE 114, SE 110 SEC 24 RNNp N, {MG I E. WM
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ORDIERINC INFORMATION
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VISUAL P(010METRIC TOOL 1.1.46 COPMIGHT 2014, ACUPY BRANDS LIGHTING
REPOR LED DATA CALCULATED FROM MANUFAMITER'5 DATA FIIF, BASED ON 1F
L�JAIIJ`17
VaUAL PHOTOMETWC TOOL
UP slow" , VSUaI- 3cl. carylna' srliplamo-icUrtwf /TRarnixcry'N6127U
PAGE I OF
1/4
Y2M 014
OILtbOpR PfgIOMETRLC REPORT
C4TAIDG:A21150S (A3
LCS Graph
ILL 'mere
1132M
1%
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6 ,.11m
4y
All IPAGR3
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