HomeMy WebLinkAboutLUA-06-084_REPORT 1~---------~ . ----
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9th St.
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North Talbot
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Emergency Power Generation Facilities
2006 -North Talbot
S 21st St,
------
--~-----
~-=------------. ~----------
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: DEVElOPM
CITY of~Pf.ANNtNG ="ITON
JUN 3 o 2006
RECEIVED
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~1~00~· ~~200'
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EmergencyP 2006 ower Gen . -Mount 01· erat1on Faci11·t· 1vet -1es
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Dl:VELOPM CITY ofi'~j/LANNING NTON
JUN 3 0 2006
RECEIVED
_.------
------
CONSTRUCTION STAGING AREA.
EXISTING UTILIT'(I
POLE. TERMINA'TIO
OF PRIMARY/
SERVICE AT
EXISTING V'TILI
POLE BYP.~. I Cj •
I
I
I
I
I
/,g
0 ....
I
REMOVE
APPROXIMATELY
25 LF OF OF
EXTRUDED CURB
I APPROXIMATE LOCATION OF
POWER AND SIGNAL CONDUIT
TO EXISTING BOOSTER PUMP
STATION
l'a:~t---~ PROPOSED SIGNAL
HANDHOLE,,.AND VAULT._ ..
11 PRO!:WSED POWER
• ,-t'l<J,IA1lDHOLE AND VAULT
EXISTING REST
ROOM BUILDING
APPROXIMATE
LOCATION OF
PROPOSED
GENERATOR
BUILDING
•
µ:-.-•-• PROVIDE APPROX . 65 LF OF SILT
_,---· ---FENCE. SEE APPENDIX D FOR 'DETAIL. . ' l 11 -
1 j
~ ---
PROPOSED GENERATOR BUILDING. .
I WALKWAY. SEE STRUCTURAL PLANS _.:~--r,, FOR MORE INFORMATION.
I i
I i
. --~---; _-; --=-.=-=-1 .. J
PROPOSED UNDERGROUND
SECONDARY POWER SERVICE
PROPOSED PAD-MOUNT
UTILITY TRANSFORMER
j
SOUTHEAST CORNER OF fj!}
PROPOSED BUILDING: ~
N 171767.40 C.,
E 1300151.46 0
CLEARING LIMITS. fiJ'
0
CONSTRUCTION LIMITS. LOT23
TBM "A"=201.65'
(REBAR W/CAf').
EXISTING REST ROOM BUILDING
9-
HALF STREET OVERLAY. SEE APPENDIX A
FOR CITY OF RENTON STANDARD PATCH
ANO OVERLAY FOR FLEXIBLE PAVEMENT.
• ,. i
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-01-1p~~-"
ROADWAY RESTORATION PER
CITY STANO ARD DETAIL H032.1.
SEE APPENDIX FOR DET All.
PROPOSED UNDERGROUND
"w'.liT"-·--,-=c,:-:--:---.==--<,ii,;,.__. -. '<(,,d)r --PRIMARY POWER SERVICE_
i!
----I -----+ --------S88"32'49"E
58.47;;--. ------e
NOTE:
-CONTRACTOR SHALL MAINTAIN ACCESS TO
PARK DURING CONSTRUCTION.
-SEE DWG NO. CO2 FOR TESC NOTES
Af'PLICABLE TO THIS PROJECT SITE.
APPROXIMATE LOCATION FROM
WHICH PHOTO WAS TAKEN.
SURVEY CONTROL DEFINITION
HORIZONTAL DATUM: NAD 83/.91
DATUM ESTABLISHED BY HOLDING THE PUBLISHED COORDINATES AT GITY OF RENTON SURVEY CONTROL
MONUMENTS #S 230, 612, 1160 AND 1882.
NOTE: COORDINATES ASSOCIA;D WITH THIS DRAY.ING ARE WASHINGTON STATE PLANE, NORTH ZONE, GRID
COORDINATES DETERMINED BY HOLDING THE GRID COORDINATE AT aTY OF RENTON SURVEY CONTROL POINT I/
1882. THE DISTANCES SHO\\tl THIS DRAY.ING ARE GROUND DISTANCES. TO CONVERT THE DISTANCES SHOWN
ON THIS DRAWING TO STATE ~LANE GRID DISTANCES MULTIPLY THEM BY THE COMBINED FACTOR OF
1.00000140801.
BENCHMARKS:
LABEL
TBM A REBAR W CAP
TBM "B MAG ASHER
THE INFORMATION SHOWl'I ON lHIS PLAN IS A COMPILATION FROM TRIAD ASSOC!A TES, JULY 2005. THE CONTRACTOR
MAY FIND VARIATIONS BETWEE~ ACTUAL FIELD CONDITIONS AND THOSE SHOWN ON THE PLANS. THE CONTRACTOR
SHALL VERIFY THE LOCATION (f EXISTING UTILITIES PRIOR TO CONSTRUCTION.
.\
PROPOSED NORTH TALBOT
GENERATOR BUILDING SITE PLAN
APPROXIMATE LOCATION
OF PROPOSED
PAD-MOUNT UTILITY
TRANSFORMER
EXISTING UTILITY POLE. TERMINATION OF
PRIMARY SERVICE AT EXISTING UTILITY
POLE BY P.S.E.
.
APPROXIMATE LOCATION OF
PROPOSED UNDERGROUND
PRIMARY SERVICE CONDUIT.
EXISTING NORTH TALBOT •.. I ~\ -
BOOSTER PUMP STATION.~
EXISTING NORTH TALBOT I J APPROXIMATE LOCATION OF • i
TELEMETRY PANEL. •
CENTERLINE OF PROPOSED POWER AND SIGNAL
CONDUITS TO EXISTING BOOSTER PUMP STATION
TRANSFORMER VAULT. SEE DWG NO. E03 FOR
CONDUIT AND CONDUCTOR REQUIREMENTS.
I
APPROXIMATE LOCATION OF • I
EXISTING NORTH TALBOT
SWITCHBOARD.
I i --r r--
"' ,!!l TBM "B' =180.40'
1(MAG NAIL W/WASHER).
EXISTING SERVICE TRANSFORMER.
SEE PICTURE 1 THIS SHEET.
PROPOSED SIGNAL
HANDHOLE AND VAULT
, ·.r~~:',.,/1,{:.0< ·:·' _..;~· '~ t •,•i*·•,; • --'' -. "" , ·,,j -t • ' · •. ~ ' , .: .-. ,,. . . .. '.•;.. • ..
-.~:-·;~~~:·~ {c~'*':-·\ '~~:~1~1iGml.~~~ ,-JES,,> f r;.# F ,,L..;' -~~~f :·::t·;ttf4~:;~; ·, :,:\.
.•t.,
1. ALL PROPOSED HANDHOLES SHALL BE INSTALLED WITH LIDS BOLTED TO THE HANDHOLE
FRAME ANO COVER FOR LOCKING PURPOSES .
2. ALL PROPOSED CONDUIT TERMINATIONS IN HANDHOLES SHALL HAVE BELL END CONNECTORS .
3. ALL PROPOSED HANDHOLE COVERS SHALL BE GROUNDED PER N.E.C.
4. SEE ONE-LINE DIAGRAM ON DWG NO. E03 FOR CONDUIT AND CONDUCTOR REQUIREMENTS.
5. EXISTING CONDUIT FOR PROPOSED POWER CONDUCTORS.
6. WHEN EXISTING HANDHOLES ARE TO BE REUSED, CONTRACTOR SHALL REMOVE EXISTING
,, ., •• ,, .. .c1 HANDHOLE LIDS, LID FRAMES, AND COVERS AND SHALL PROVIDE UTILITY VAULT CO. OR EQUAL
LIDS, LID FRAMES, AND COVERS ON ALL EXISTING HANDHOLES. PROPOSED HANDHOLE LIDS
SHALL BE INSTALLED WITH LIDS BOLTED TO THE 'HANDHOLE FRAME AND COVER FOR LOCKING
PURPOSES. SEE DETAILS ON DWG NO. E08 FOR MORE INFORMATION.
7. CONTRACTOR SHALL ROUTE CONDUITS FROM PROPOSED NORTH TALBOT GENERTOR BUILDING
SIGNAL CABINET TO THE EXISTING TELEMETRY PANEL LOCATED IN THE NORTH TABLOT BOOSTER
,,, •. _,.; ",'I PUMP STATION. .
1 B. HANDHOlf LIDS SHALL BE PERMANENTLY MARKED FOR THEIR INTENDED USE, "SIGNAL" FOR
,, ..•. 11 ALL SIGNAL AND INSTRUMENTATION HANDHOLES AND "ELECTRICAL" FOR ALL POWER
HANDHOLES. PERMANENT MARKING SHALL BE 3" HIGH MIN. RAISED WELD BEAD.
ELECTRICAL ROOM 1 TRANCE.
EXISTING NORTH TALBOT BOOSTER PUMP
STATION SERVICE TRA~SFORMER.
TRANSFORMER TO BE REMOVED Y PUGET
SOUND ENERGY. SEE NOTE 2 ON DWG NO.
E03 FOR MORE INFIDRMA TION.
' f _..,.__..,.,_
EXISTING . l NCRETE.
EXISTING JUNCTION B X TO BE --
REUSED THIS TRACT.
APPROXIMATE LOCATION FROM
WHICH PHOTO WAS TAKEN.
EXISTING NORTH TALBOT BOOSTER PUMP STATION
DEVELOPlofE
CITY OFi~~NING
REVISED PER CITY COMMENT DJ
INO .. REVISION . DATE
IEXP_!~ES J/19/20001
SIGNED: 08 /21 /06
IEXP1R£S 7/15/20071
SICNED: 03/21 /06
PLANNERS
SCIENTISTS
RH2. ENGINEERING, INC.
http: //www.rh2.com
ma ilbo)(@rh2.com
1800.720.8052
BELLINGHAM OFFICE
360.676.0836
454 West Horton Road
BOTHELL OFFICE
425.951.5400
12100 NE 195th Street, Suite 100
EAST WENATCHEE OFFICE
509.886.2900
300 Simo n Street. Suite 5
PORT ORCHARD OFFICE
360.876. 7960
600 Kitsap Street, Suite 101
SCALE, SHOWN
~
0 1· 2"
DRAWING IS NO T TO SCALE
IF BAR IS NOT 2" LONG
PLOT, 2Q
ENONITR, DJB
"'"'"'°' MM
DA1e JUN 15, 2006
a.tENTc REN
JOll NO., 105 -079
atENAMr, GEN-D-COB
DWG NO.
cos
SHEET NO.
10
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LANDSCAPE PLAN ~
0 1" 2"
DRAWIN G IS NO T TO SCALE
IF BAR IS NOT 2" LO NG
~---------------~-----------~
CODE REQUIREMENTS:
TYPE 1 SCREENING OF 281 LF LANDSCAP ED AREA
1 TREE PER 10 LF =28 TREES REQUIR ED
31 TR EES PROPO SED, 81 % EVERGREEN
1 EVERGREEN SHRUBS PER 4 LF= 71 SHRUBS REQUIRED
85 SHRUBS PROPOSED
TREES
QUANTITY SYM B OL BOTANICAL NAME
ACER CIRCINATUM
ARBUTUS UNEDO
COMMON NAME SIZE
EVERGR EEN GROUNDCOVERS OVER ALL GROUND NOT
COVERED BY A TR EE OR SHRUB.
ALL P LANTS DROUGHT TO LE RANT
PINUS CONTORTA VAR. CONTORTA
JUNIPERUS CHINEN SIS 'HETZII COLUMNARIS '
VINE MAPLE
STRAWBERRY TREE
SHORE PINE
HETZ'S COLUMNAR JUNIPER
6' TALL
1.5" CAL
1.5" CAL
6' TALL
N
SHRUBS, FERNS, AND GROUNDCOVER
QUANTITY SYMBOL BOTANICAL NAME COMMON NAM E SIZE SPACING
.. ,,,,
f'., .. / .-.....__~,
,-A ( , .. /\
i
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85
21
911
57
155
35 CY
8' T-posts (metal fence posts).
Paint poles black.
Th r ee per Tree.
0
* [ v'v\.'~
~
1::::::::::}:CI
I I
.. r''A Remove after 2 years.
\ ~" ··i ' ~-r-f ·,r 1 l
:.:i .~s· ~1t' · t )/ -':? >
\. r--v ~\. .,'. /\. ,y $:.1 (.
\ ( ,:.:,('~, \\. ,;,·\) /.:.~:·if.'. ~j
0 I 'c;,,-,-·-'":, ',\ ·'/;' /,/' -.\,. ,-·'
'>..) (jf'" .. ::}~;;/?,-. -·. J _;:----Pla s tic chain l ock tree tie
1_.1 2 11 depth water saucer around p erimeter
; ' of planting pit. \ 1
i , Tree wells 2 • rootball. Mulch wi t h
3" depth 85% compacted coars~ bark or
"la rge nugget'" mulch across en t ire bed.
Remove all bu rlap from rootball
unle s s froglle root system
Remove all wire or other
stropping from rootboll
--Loo s ened native s oll, remove all debri s
over 2" fn d io., see spec. Ensure planting
good drainage.
l..::;:':1!1111Jl"lll':;:t---·water and firmly compact before planting
2 x R o t ball Di m e ter
Deciduous Tree Planting
E9
VACCINIUM O~ATUM
POL YSTICHUM IMUNI TUM
KINIKINIK UVA-URSI
MAHONIA NERVOSA
GAUL TI-I ERIA SH ALLON
CEDAR GROVE
EVERGR EEN HUCKLEBERRY
SWORD FERN
BEARBERRY
DULL OREGON GRAPE
SALAL
COMPOST MULCH
2 GAL 3' O.C.
2 GAL. 2' O.C.
4" POTS 12" O.C.
1 GAL 18" O.C.
1 GAL 24" O.C.
PACIFIC GARDEN MU LCH
4" DE PTH OVER ENTIRE
PLANTED AREA
pit has
EB
l
f
E9
[
10' BVC Lo dgepole stoke (or equal),
2· dio. do weled w / chamfered top,
6" conical point, place on windward
side, remove after 1 year
1 /2" Dia. block rubber hose, 12· long
t~~
·'" ,..,.__,.,-----12 gauge gal v. wire, ,/1ti~~ tum back ends Into stake
--Plant 1 1 /2" above grade at
which tree grew at nursery
,,-----Irrigation basin
3 " wood chips
_.,.."""',,.,,:,:;:;:;; Remove any wire, string or other
fasteners. Remove all of burlap.
Compa c t soil und er plant
to avoid settling
Loosen ed native soil, r emove all
debr is over 2" in d iameter, ensure
planting pit hos good drainage
2 X ootball
Evergreen Tree Planting Detail
Irrigation basin
Tree wells 2x rootball. Mulch with 3•
depth 85% compa c ted coarse bark or
"large nugget" mulch across entire
bed. Shrubs plan t ed around the
stormwater pond are to be mulched
m'IT'.l=CC\ with 4• of hog ful e or shredded wood.
?----Remove contoiner and butterfly bottom of plant
c..--,Compact soil under plant to ovoid settling
lll'.-----Native s.oil loosened, see spec .
3 x Rootball Diameter
Shrub Planting
2/3X (TYP .)
,------Contin u ous outer row at x feet on center.
2 /Jx feet setback from edge of pl anting bed
with triangular spacing Inside bed (typ)
Edge of planting bed or pavement
X =Recommended spacing
(see plant S)lfTlbols on drawing L-01)
=Actuol plant loc ations
OEVE'LOPM
CiiY of ':J,t;.,.L~rlNG
JUN 3 O 2006
RECEIVED
STATE OF
WASHINGTON
AEOISTERED
ARCH
• BARKER
LANDSCAPE
ARCHITECTS
1514 NW 52nd St.
Sea ttle, WA 98107
tel : 206.783.2870
fax: 206.783.3212
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Q.
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PLANN E R S
SCIENTIST S
RH2 ENGINEERING, INC.
http : //www.rh 2.co m
mai1b ox@rh2.co m
1.800.720 .80 52
BELLINGHAM OFFICE
360.676.0836 .
454 West Hort on Road
BOTHELL OFFICE
425.951 .5400
12100 NE 195t h Stree t. s,;te 100
EAST WENATCHEE OFFICE
509 .886.2900
300 Simo n Str ee t. Suite 5
PORT ORCHARD OFFICE
360.876 .7960
60 0 Kitsap St r eet. Sui te 101
SCA LE: SHOWN
~
0 1" 2·
DRAWING IS NOT TO SC ALE
IF BAR IS NOT 2'' LONG
PLOT: 1 OWG NO.
'""'""' ARH L02
RESEme D, JBL
DAlE: JUN 20, 2006 SHEET NO.
12 CLI EN T: REN
JOO NO.: 105-079
FllENAMe GEN -D-L02
~--·----~---------------------·-----------~~----------------~-----------------'-----------------------------------------"T'"-------.
CONCRETE APRON, TYP
~ 221.51'
12
4~
NO.
~
ROOM
WALL FAN
VEN]ILA1:0R SCHEDULE
FLOW FLOWRATE BACKDRAFT DAMPER
EXHAUST 4500 cfm YES
SOUTH ELEVATlON
)f = 1'-0"
NORTH ELEVATION
)f = 1'-0"
MANUFACTURER MODEL
FAN TECH FADE 22-6
ACCESSORIES
BACK GUARD; WALL COLLAR
12
~4
202.33' ~
BOT OF
OPENING
NO.
~
@
®l
ROOM
ENGINE GENERA TOR ROOM
ENGINE GENERATOR ROOM
ENGINE GENERA TOR ROOM
~ 201.00'
TOP OF FTG
LOUVER AND DAMPER SCHEDULE
FLOW
INTAKE
INTAKE
EXHAUST
MANUFACTURER LOUVER, DAMPER DIMENSIONS
POTTORFF SAJ-1235 48'W X 48'H
POTTORFF SAJ-1235 8'-6"W X 9'-6'H
POTTORFF EAA-845 2'-611 W X 41-0"H
EAST ELEVATION -BACi(
12
4~
Jr = 1'-o·
12
~4
. WEST ElEVAflrlOl\t .. FRONT
Jr = 1'-o"
ACCESSORIES
MOUNTING SLEEVE, PLF-120 ACTUATOR
MOUNTING SLEEVE, PLF-120 ACTUATOR
MOUNTING SLEEVE, PLF-120 ACTUATOR
204.33'
_, ----.~ '.---
REV1SED PER CITY COMMENT
NO. REV1SION
SIGNED: 03/17 /06
!EXPIRES 5/29/07 )
SIGNED: 03/17 /06
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ENGINEERS
PLANNERS
SCIENTISTS
RH2 ENGINEERING, INC.
http:/ /www.rh2.com
mailbox@lrh2.com
1.800.720.8052
BELLINGHAM OFFICE
350.676.0836
454 West Horton Rood
BOTHELL OFFICE
425.951.5400
12100 NE 195th Street, Suite 100
EAST WENATCHEE OFFICE
509.886.2900
_300 Simon Street, Suile 5
PORT ORCHARD OFFICE
360.876. 7960
600 Kitsap Street, Suite 101
SCALE: SHOWN
~
0 1" 2"
DRAV~NG IS NOT TO SCALE
o IF BAR IS NOT 2" LONG
E::\/~LOPMtc•-. DWG ND. C{)y 01'", P/Jj" PLOT. 48
. ~E::Nfo''NiNG 1-------i JU N ENGINEER JMC A01
'N J D 2006 ,rn,wrn KLK
RECEIVED 1-,,-~-.-JUN-1-5,-2-00-6-1-===---l
CLIENT, REN
DJB MM 05/09/06 JOB ND., 105-079
BY REVlEW DATE fllENAME GEN-D-AD1
p.,· ' ... D.· . ---'
'
42'-8"1
22'-8" ------------------]
--'· ',
} '.' ' .
.• 15'-6"
', ' . _.,, --,::.· '. '
-. ,.. ·,,
-tt-=+-""~-:. 6''-'il". ,..· --""~c.;.-1+++c-1+i~·h·•+· ... 7 L '::1 .. ++++c-\+l+i~~
~-... · ..
. . G~BLt 1RbU6H •
·,1iii<;
•~a +=··:'+,L•,µ
·1·-6· .. ;··· ... •,...... DI ..
i1·~1a·.~t···········.··<~:~1/ .-~,I.·
':_. . '
ioNGRET~ BARRIER ·~···· . : . .. .'· . ' ' ";
. #5x1;,',-0"@ 4" Q;C. IN
• BOTIOM OF .. SLAB, 3" CLR •...
CENTER SENEATH CONCRETE'
· BARRIER:
.--i"-.. __ '-':"·-._-·-.-·_: "· :: __ .. ?: -·-. ·. i I*··-=~ ~·--e•'c.;···•-=~--i--=~--'-"-~ 7·c.a· ~--~,--,-,,.~'"[,
', '·" --·---· . . ,. . ,, .
·:-·:_ -::_._ i.<,' :-·::·.-,. _;: __ ._ .. _.,
.. _EL Joi,op ., FP>
.. iFINISH•fLOOf.
-· .-· : . ·-.--.:
,2 #Bfq~LHilGHTOF \'IAL(,.,,.
· TYP OFA•LOCAllONS SHOWN •. . . ' ,,-_. -. ', ·. --.-,--,. ---',''
ROLL -UP DOOR LINTEL
404
. ,, '
·•.·· .. ·. ··t .. ;,:•_: ;-_ -
''. "
. . PQRTA~LE GENERA TOR TIRE
GUIDE/TYP OF 2 .. · .---1,
. ·. ! 6ili
···.'~
1
NOTE:
SEE DWG A01 FOR LOUVER AND
VENTILA llON SCHEDULE.
a·-8· I CONCRETE APRON OUlllNE
2'-8" !
(307\
\@7
S LI~ CMU WALL, TYP
~
S READ FOOTING
@)
iv· . RODE OUlllNE
i
I
i
l -~-:-
OPENI G RST. TYP
402
SOB
3'-4" i
THRESHOLD/
A' I
L _________ __sS~0::;8~-------------------------------\---51'1:ff-fl\1ef-1eM\J-eDRNER RST.
NOTE:
NO SPECIAL INSPECTION REQUIRED
FOR SPLIT FACE CMU
CONSTRUCTION AT THIS BUILDING.
•. c,
~ TYP
FLOOR PLAN
%" = 1'-0"
LEGEND
SPREAD FOOTING
'----"I FINISH FLOOR
[D SPLIT FACE CMU WALL
Ft< "'I DOOR
I . . I LOUVER
UIIFAN
. ---ROOF OUTLINE
-----------
·GROUND FLOOR OB,LIQUE
NOT TO SCALE
DEVELOPMENT
CITY OF FIE~ifi%NING
JUN 3 0 2006
RECEIVED
jEXPIRES B/2/06 I
SIGNED: 08/o9/08
\EXPIRES -s/29/01 L
SIGNED: 08/21/06
z s
Q.
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0
0
ENGINEERS
PLANNERS
SCIENTISTS
RH2 ENGINEERING, INC.
http: //www.rh2.com
maifbox@rh2.com
1.800.720.8052
BELLINGHAM OFFICE
360.676.0836
454 West Horton Road
BOTHELL OFFICE
425.951.5/iOO
12100 NE 195th Street, Suite 100
EAST WE:NAi'CHEE OFFICE
509.886.2900
JOO Simon Street, Suile 5
PORT ORCHARD OFFICE
-160.876.7960
600 Kitsap Street, Suilo 101
SCALE: SHOWN
~
0 1" 2 11
DRAWING IS NOT TO SCALE
IF BAil IS NOT 2'' LONG
PLOT: 32 D\\'G NO.
ENGINEER: JMC S01
DAlC JUN 15, 2006
CLJENI REN
JDB ND .. 105-079
flLENAIJE GEN-D-S01
2-----
NBB'32' 49"W
• 99'.trr'"
APPROXIMATE LOCATION FROM
WH ICH PHOTO WAS TAKEN.
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EXISTING EDGE OF /./
/
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ASPHALT, DO '\f:JISTURB
EXISTING EXTR~ED CURB
TO REMAIN)M PLACE
//
//,/'
.,,,..
TBM "A"~201.65'
(REBAR W/CAP).
-----.
·-·-·
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EXISTING 3-PORT HYDRANT /
WITH STORZ ADAPTER.
--·· -·-____________ -~ <'r--__ ._S88'32'49"E
'\ 58.47,:--' ----,
·"-1 ·-·-·-·-·-·-.._____ I ·-.._____ I
.,.
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I
EXISTING SITE PLAN
1" :3 20'-011
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EXISTING NORTH TALBOT
BOOSTEt PUMP STATION.
EXISTING BOOSTER PUMP STATION PAD-MOUNT UTILITY
TRANSFORMrn TO BE REMOVED . EXISTI~G TRANSFORMER
VAULT SHALL BE REUSED FOR CONNECTipN TO PROPOSED
GENERATOR BU ILD ING. SCHEDULING 0F PUMP STATION
DOWNTIME IS REQUIRED. SEE NOTE 2 ON DWG NO. E03.
----------_·,::::: .. :=;_-..;,,
I ·_ I r---· -
~ TBM "B"~lB0.40'
(MAG NAIL W/WASHER).
. . .
EXISTING PAD-MOUN T
TRANSFORMER TO BE REMOVED
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h===\~:xrn.J::1
,wv 1r2::1 ~-=
,;.....,,
EXISTING NORTH TALBOT BPS
SU~VEY CONTROL DEFINITION
::~~z:::~~:L~:~~ :rH:~~:~ THE PUBLISHED COORDINATES AT CITY OF RENTON SURVEY CONTROL I
MONU MENTS #S 230, 61if '1160 AND 1882 :-·-j
NOTE: COORDINATES AS?OCIATED WITH THIS DRAWING ARE WASH ING TON STATE PLANE, NORTH ZONE, GRID i~
COORDINATES DETERMIN~D BY HOLDING TH E GRID COORDINATE AT CITY OF RENTON SURVEY CONTROL POINT // :;;;
1882. THE DI STANCES S~OWN ON THIS DRAWING ARE GROUND DISTANCES. TO CONVERT THE DISTANCES SHOWN ~
ON THIS DRAWING TO s1,.ATE PLANE GRID DISTANCES MULTIPLY THEM BY THE COMBINED FACTOR OF !~
1.0000014oso1. 1
6ENCHMARK S: i
THE INFORMATION SHO~ ON THIS PLAN IS A COMPILATION FROM TRIAD ASSOCIATES, JULY 2005. THE CONTRACTOR
MAY FIND VARIATIONS BE[fWEEN ACTUAL FIELD CONDITIONS AND THOSE SHOWN ON THE PLANS. THE CONTRACTOR
SHALL VERIFY THE LOCA ION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.
Li:, REVISED PER CITY COMMENT DJB MM
l
0.
I
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!EXPIRES 3/19/2008!
SIGNED: 03/21/06
!E XPI RES 7 /15/20071
SIGNED: 03 /21 /06
PLANN ER S
SCIENTI S TS
RH2 ENGINEERING, INC.
ht tp:/ /ww w.rh2 .com
mai lbo x@rh 2.com
1.80 0. 720.8052
BELLINGHAM OFFICE
360 .676.0836
454 West Horton Rood
BOTHELL OFFICE
425.951.5400
12100 NE 195th Stree t, Suite 100
EAST WENATCHEE OFFICE
509.886.29 00
300 Simo n Street, Sui le 5
P ORT ORCHARD OFFICE
360.876.)96Q
600 Kitsap Street, Sui te 101
SCALE: SHOWN
~
D 1" 2"
DRA WING IS NOT TO SCA LE
IF BAR IS NOT 2'' LO NG
PLOT : 2Q DWG NO.
ENGINEER: DJB C07
REVIEWEll: MM
DAII, JUN 15, 2006
CLIE NT; REN
05 /09/06 JOB NO.c 105-079
. NO . R EVISION B Y REVIEW DATE fl lfNAME GEN-D-C07
STA. 15+42.5, 16.0' R
GUffiR, MATCH EXISTING
STA. 15+43.7, 0.0' R
OVERLAY LIMIT, MATCH EXISTING
STA. 15+06.6, 16.0' R
GUffiR, ELEV. 192.57'
STA. 14+93.8, 16.0' R
GUTIER, ELEV. 193.41'
FULL DEPTI-1 SAWCUT EXISTING
ASPHALT EDGE, REMOVE EXCESS
STA. 14+85.2, 17.9' R
GUffiR, ELEV. 194.04'
FULL DEPTH ROADWAY CONSTRUCTION,
SEE DETAIL 1HIS SHEET
HALF STREET OVERLAY, SEE
DETAIL TI-IIS SHEET
STA. 14+39.7, 18.5' R
GUTTER, ELEV. 196.15'
ADJUST CATCH BASIN RIMS
TO FINAL GRADE
STA. 14+32.5, 14.5' R
GUffiR, ELEV. '196.75'
~ OHP--~~
PROVIOCSIDEWAL~:M;;R CIT:
96
.w / /
STANDARD DETAIL F014 (TYPE 4A)
1:-----w -----1
IXIIW
20" 2 G ---/-,L./ d
RELOCATE EXISTING STREET SIGN"../
PER CITY STANDARD DETAIL G012 ---n~;;...._
STA. 13+94.0, 12.0' R
GUTTER, ELEV. 197.98'
REGRADE DRIVEWAY, SEE
DETAIL THIS SHEET
PROVIDE 28' WIDE DRIVEWAY ENTRANCE
PER CITY STANDARD DETAIL F004-3
(TYPE 2), CENTER ON DRIVEWAY/
STA. 13+42.3, 12.0' R
GUTTER, ELEV. 198.86'
STA. 13+42.3, 18.5' R
BOS'N, ELEV. 199;48'
SAWCUT EXISTING ASPHALT EDGE
(FULL DEPTH), REMOVE EXCESS
STA. 12+95.4, 12.0' R
GUTIER, ELEV. 199.56'
STA. 12+62.4, 12.0' R
GUffiR, ELEV. 199.80/
2---/TR -OHp_ --,c--.,,;:::-
I.
ST A. 12+40.0, 0.0' L
OVERLAY LIMIT, MATCH EXISTINo/ -----P---
I
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~~-•-,-,:c=:=.=~:==-"'c--.!.'.'....'~ IP-.._____ -----2
RELOCA TE EXISTING STREET SIGN PER
CITY STANDARD DETAIL G012
STA. 12+65.2, 18.5' R
BOSW, E~EV. 200.42'
P'1~VING PLAN
1· = 20'
•
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STA. 15+43.7, 22.5' R
-BOSW, MATCH EXISTING
PROVIDE SIDEWALK TRANSITION
TO MATCH EXISTING ALIGNMENT
STA. 15+06 .6, 22.5' R
BOSW, ELEV. 193.19'
STA. 14+93.8, 22.5' R
80SW, ELEV. 194.03'
PROVIDE SIDEWALK RAMP PER CITY STANDARD
DETAIL F014 (TYPE 4A)
EXISTING HYDRANT TO BE REMOVED AND/OR RELOCATED BY CITY
EXISTING TELEPHONE PEDESTAL TO REMAIN IN PLACE
STA. 14+77.1, 25.0' R
GUTIER, ELEV. 194.82'
STA. 14+ 76.9, 33.5' R
P. T. PA VE EDGE, ELEV. 1 95.47'
STA . 14+84.0, 47.9' R
OVERLAY LIMIT, MATCH EXISTING
·-·-·-· -----,
-, i
-,;r·1
J J;i:"
---~..J
STA. 14+65.2, 62.6' R _,,,
OVERLAY LIMIT, MAT<;J;I--E~ISTI
I
-------
-. ·-·
LINK FENCE
W /BARBED WIRE
------.
SEE DWG NO. COS FOR
OVERLAY CONTINUATION
NOTE: REP LACE ALL TRAFFIC MARKERS TO
ORIGINAL CONFIGURATION. SEE CITY
STANDARD DETAIL HOOB FOR EDGE OF ROAD
LINE AND STOP LINE TRAFFIC MARKER DETAIL.
ROW
TACK EDGE t
APPROXIMATE EXISTING
GROUND SURFACE
RE-GRADE GROUND SURFACE AS
NECESSARY, HYDROSEED DISTURBED
AREAS UPON PROJECT COMPLETION
SLOPE (VARIES)
DO NOT DISTURB RAISED
1-------------25' ~ow __ __,,___...,_ ____ ~,
12'
CENTERLINE TRAFFIC MARKER 2" CLASS B ~
EXISTING ASPHALT (ll-llCKNESS UNKNOWN)
UNDISTURBED NATIVE MATERIAL
ASPHALT OVERLAY
6.5'
SAWCUT 1 LIMIT
,__ _ _,. 12' TRAVEL LANE ---,
ROADWAY
t
6' SIDEWALK PER CITY
STANDARD DETAIL F005
CURB AND GUffiR PER CITY
STANDARD DETAIL F001
2" CLASS B ASPHALT
6" CRUSHED BASE
TACK EDGE
TYPICA,L SIDEWALK/ PAVING 1SECTION
1'' = 5'
3" CLASS B ASPHALT
UNDISTURBED NATIVE 4" CRUSHED BASE
TYPl;CAL DRIVEWAY DETAIL
1" ;; 5'
SICNED: 06/15/06
!EXPIRES 7)15/20071
SIGNED: 06 /15 /06
-en
PLANNERS
SClENTlSTS
RH2 ENGINEERING, INC.
http:/ /www.rh2.co m
rnailbox(&fh2.c orn
1.800.720.8052
BELLINGHAM OFFICE
360.676.0836
454 West Horton Road
BOTHELL OFFICE
425.951.5400
12100 NE 195th Street, Su ite 10 0
EAST WENATCHEE OFFICE
509.886.2900
300 Simon Street, Suite 5
PORT ORCHARD OFFICE .
360.876. 7960
600 Kitsap Street, Suite 101
SCAL E: SHOWN
~
0 t" 2"
DRAWING IS NOT TO SCAL E
IF BAR IS NOT 2'' LON G
PLOT: 20 owe NO
ENGINEER, RB C 1 O
RE\11[\'IE{); MM
DA11', JUN 15, 2006
CLIENT: -REN
JOB ND., 105-079
Fll(NAl,C, GEN-D-C10