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EXISTING STREET
LIGHT, TYP.
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e cs unnr of III nikv- CCTOA(-V I IMP— Pp-mPrimr. Nn. 9701029004
.-.,r.,„ 1 IArnr -nmmni IAin I ITii ITICC CA(ZFAAFNIT PFR AFN'S 8909080435 & 8306240522
— ... . 1. — 17' X 1 TS' PPnPngFn 4InFWAI K FACFMFNT
20' RAILROAD RIGHT -OF -WAY EASEMENT GRANTED TO BURLINGTON
NORTHERN RAILROAD CO. BY INSTRUMENT UNDER REC. NO.
8110210541 AND 9701`029004
1. RIM AND INVERT IS BASED ON SHEET P4 OF THE BURLINGTON NORTHERN ORILLIA INDUSTRIAL PARK
OF RENTON DIVISION II PLANS PREPARED BY GARDNER ENGINEERS SCANNED MARCH 28, 2003.
2. RIM INFORMATION WAS OBTAINED BY ESM CONSULTING ENGINEERS, L.L.C. ON JUNE 27, 2008. INVERT
INFORMATION IS BASED ON SHEET C4 OF THE SABEY CORPORATION ARCHITECTURE GROUP PUBLIC
STORAGE PICK -UP & DELIVERY AS -BUILT PLANS PREPARED BY DAVID EVANS AND ASSOCIATES ON
SEPTEMBER 18, 1997.
3. INVERT IS BASED ON SHEET C6 OF THE SABEY CORPORATION ARCHITECTURE GROUP PUBLIC STORAGE PICK -UP
& DELIVERY AS -BUILT PREPARED BY DAVID EVANS AND ASSOCIATES ON OCTOBER 14, 1997.
REMOVE EXISTING 3/4" DOMESTIC
WATER METER AND CUT AND CAP
AT AAAIKI I MM7
JUT L.1 . VI T lu J.J. 1 VI \\rl,. iviMI11I
MAINTAIN ORIGINAL VERTICAL AND
HORIZONTAL ALIGNMENT AS SHOWN ON
SHEET C6 OF THE SABEY CORPORATION
ARCHITECTURE GROUP PUBLIC STORAGE
PICK -UP & DELIVERY AS -BUILT
PREPARED BY DAVID EVANS AND
ASSOCIATES ON OCTOBER 14, 1997.
OWNER MAY CONSIDER USING CDF
FOR TRENCH BACKFILL. MATCH
EXISTING HEAVY DUTY LOADING DOCK
PAVEMENT SECTION.
ML SURVEYED: SCALE:
DESIGNED: ® 1:30
CONSULTING ENGINEERS LLC EN
33915 1st Way South #20010 I I I DRAWN:
Federal Way, WA 98003 am ONE INCH
FMMIL WAY BS8 -6113
90rHELt. 4 V 6141 CHECKED:
www.esmcivil.com IMLE B N aoa •eye -2 AT FULL SCALE
IF NOT ONE INCH
Civil Engineering Land Surveying land Planning NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
Public Works I Project Management I Landscape Architecture
SCALE: 1" =
19 — 1 VVVN V. JJ
E = 1296237.57
CONNECT TO EXISTING 6'0 HDPE S.S. STUB
I.E. = 17.33
CONTRACTOR SHALL VERIFY LOCATION, INVERT,
SIZE, AND TYPE PRIOR TO CONSTRUCTION AND
NOTIFY ENGINEER OF ANY DISCREPANCIES. SEE
NOTE 3.
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 CITY 0 F
R EN TON
DATUM
Planning /Building /Public Works Dept.
quawwoom
i MAN ■
UTILITY PLAN
1 ..
BY: DATE:
BY: DATE:
PAGE:
•
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•
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11'
0
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1'
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10"
1» 4 1/27 1"
da .e .s.� .
d' Q _
a
6" (TYP.) g"
d
.d
27 COMPACTED n ° da :
CRUSHED SURFACING _
BASE COURSE
\- COMPACTED SUBGRADE
SECTION A -A
TRENCH TE DETAIL
NOT TO SCALE
TRENCH DRAIN,
SEE DETAIL THIS SHEET SEE PLANS
CONCRETE -
ENCASEMENT
•
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d
4
-4
e ".
4. e
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NEENAH R -4990 BX TRENCH GRATE
OR APPROVED EQUAL
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p 'd
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a.
a • ° •,°
d'
A. .v a•'
° d
1 1/16" 1»
(6) 24" GRATES
NOTE:
MATERIAL CAST GRAY IRON ASTM A -48,
CLASS 35B FINISH UNPAINTED
10"
°a TO PIPE
ADAPTER
e e• s.
•.
to PIPE TO STORM
DRAINAGE SYSTEM
an d
8" h TEE
MUST CONFORM TO
MUTCD STANDARD R7 -8
o
S:::P1I \_ METAL SIGN; BOLT
`V TO PIPE COLUMN
SPATE DISABLED PANNE
ILJ1
PEW IEQUM
o VAN
ACCESSIBLE
"VAN ACCESSIBLE" MUST CONTAIN WORDING:
SIGN BELOW STATE DISABLED PARKING
INTERNATIONAL SYMBOL PERMIT REQUIRED"
WHEN REQUIRED
�- GRADE
`C
i
WMAR
i
TIIIIIIINA
1. PROVIDE SYMBOL IN ALL HANDICAPPED
PARKING STALLS INDICATED ON SITE PLAN.
2. PROVIDE SIGN AT ALL HANDICAPPED PARKING
STALL INDICATED ON SITE PLAN.
1'
WIDE PAINT
RIPE TRAFFIC
E WHITE
CONSULTING ENGINEERS LLC
33915 1 st Way South #200' ® I + I I
Federal Way, WA 98003
FFyE M WAY RM 83-13
nOfl&L 415 -8146
www.esmcivil.com °
882 -26118
Civil Engineering Land Surveying Land Planning NO.
Public Works I Project Management I Landscape Archkecturo
2" SCHEDULE 40 GALV. PIPE
THREADED ONE END
WHEN SIDEWALK IS PRESENT, EDGE OF
SIGN SHALL BE LOCATED ADJACENT TO
BACK OF SIDEWALK. WHEN THERE IS
NO SIDEWALK OR WHEN THERE IS A
PLANTING STRIP BETWEEN CURB AND
SIDEWALK, EDGE OF SIGN SHALL BE
LOCATED 1.5 FEET FROM FACE CURB.--/
V,IA,o d \•\d\ o\d\° d \ °\4 o
2" THREADED COUPLING
SET FLUSH WITH FINISH
GRADE + 1/16"
CONCRETE -
4" WELDING STUDS
WELDED TO EXTENSION
0
C)
N
d
d a
4
4 °
\° \
N
2' -2 SCHEDULE 40 GALV.
PIPE (EXTENSION) THREADED
ON ONE END
HANDICAP SIGN
WHITE PAINT
STRIPE (TYP)
REVISION
SCALE:
GENERAL TE
1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF
THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE
WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE
RENTON STANDARD PLANS AND SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL
TIMES DURING CONSTRUCTION.
2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE AND DISTURBANCE. FOR
UTILITY LOCATES CALL 48 -HOUR LOCATORS 800 -424 -5555.
3. A PRE- CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5)
WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING.
4. TWENTY -FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN NECESSARY PERMITS, CONSTRUCTION
EASEMENTS AND RELEASES.
7. THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IN THE EVENT OF DISCOVERY OF POOR SOILS,
STANDING GROUND WATER OR DISCREPANCIES FROM THE PLANS IN GRADES, LOCATIONS AND CONSTRUCTION OF
UTILITIES, STRUCTURES, AND OTHER EXISTING CONDITIONS.
8. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. ALL
SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO
A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT.
3. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL
OTHER PLANS.
DRAINAGE NOTES
1. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH
ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE
WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE AND WATER UTILITY
SECTION.
2. A STORM DRAIN PIPE SHALL MEET THE FOLLOWING REQUIREMENTS:
A) PLAIN CONCRETE PIPE CONFORMING TO THE REQUIREMENTS OF AASHTO M 86, CLASS 2.
B) REINFORCED CONCRETE PIPE CONFORMING TO THE REQUIREMENTS OF AASHTO M 170.
C) PVC PIPE SHALL CONFORM TO ASTM D 3034 -73 SDR 35 FOR 4" THROUGH 15" DIAMETER PVC PIPE, AND
SHALL CONFORM TO ASTM F 679 FOR 18" THROUGH 27' DIAMETER PVC PIPE, WITH JOINTS AND GASKETS
CONFORMING TO ASTM D 3212 AND ASTM F 477.
D) DUCTILE IRON PIPE CONFORMING TO THE REQUIREMENTS OF ANSI A21.51, AND AWWA C 151, THICKNESS
CLASS AS SHOWN ON THE PLANS.
E) POLYETHYLENE SMOOTH WALL PIPE PER ADVANCED DRAINAGE SYSTEMS (ADS) N -12 CONSTRUCTED PER THE
STANDARD SPECIFICATIONS 7 -04.
SANITARY SEWER NOTES
1. THE CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF THE POINT OF CONNECTION PRIOR TO
CONSTRUCTION.
2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND
FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
3. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER
SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED
PROFESSIONAL SURVEYOR.
4. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR
DUCTILE IRON CLASS 50.
5. TESTING BY AIR OR WATER EXFILTRATION IS REQUIRED ON ALL SEWERS INCLUDING DRY LINES, AND VACUUM
TESTING IS REQUIRED ON ALL MANHOLES.
6. THE STANDARD VERTICAL SEPARATION FOR WATER LINES IS 3 FEET ABOVE THE SEWER LINE AND 1.5 FEET FOR
ALL OTHER UTILITIES (SEPARATION SHALL BE MEASURED FROM THE OUTER WALL OF THE PIPES). CONCRETE
ENCASEMENT WILL BE ALLOWED FOR WATER MAINS CROSSING AT LESS THAN 3 FEET BUT NO CLOSER THAN 1.5
FEET. FOR OTHER UTILITIES A 0.75 FOOT CLEARANCE WILL BE ALLOWED. IF STANDARD CLEARANCES CANNOT BE
OBTAINED, THEN EITHER THE SANITARY SEWER SHALL BE CONCRETE ENCASED OR CLASS 52 DUCTILE IRON PIPE
SHALL BE USED. IF THE PIPE IS ENCASED, IT SHALL BE ENCASED 10 FEET ON EACH SIDE OF THE CROSSING.
IF CLASS 52 DUCTILE IRON PIPE IS USED FOR THE SEWER NO TRANSITIONING TO OTHER PIPE MATERIALS WILL
BE ALLOWED BETWEEN MANHOLES.
7. THE MINIMUM HORIZONTAL SEPARATION BETWEEN SEWER AND WATER MAINS SHALL BE 10 FEET. SEPARATION
SHALL BE MEASURED FROM THE OUTER WALL OF THE PIPES.
8. THE MINIMUM LENGTH OF CONCRETE ENCASEMENT SHALL BE 20 LINEAR FEET.
9. IN UNIMPROVED AREAS, A MANHOLE IS TO EXTEND A MINIMUM OF SIX (6) INCHES AND A MAXIMUM OF TWELVE
(12) INCHES ABOVE FINISHED GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH
PAVING.
WATER (MOTES
1. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER
OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE
WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A
REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED
THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS AND SPECIFICATIONS. THE
LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD.
2. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL
SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE
TO THE CITY OF RENTON.
3. ALL CONNECTIONS TO EXISTING MAINS ARE TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS,
WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS
DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE
ON -SITE PRIOR TO CITY NOTIFICATIONS.
4. INSPECTION WELL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY -FOUR (24) HOURS IN ADVANCE OF
BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS- BUILT
DRAWINGS.
5. ALL D.I. WATER MAINS ON PLAN SHALL BE CLASS 52.
6. PROVIDE MINIMUM 5' HORIZONTAL SEPARATION BETWEEN WATER MAIN AND ANY STRUCTURE OR TREE.
1e
I ONE INCH
CHECKED: AT FULL SCALE
mm
'1 IF NOT ONE INCH
BY DA I'E AP P R APPROVED: SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 A6 C1 T Y OF
bzM RENTON
(iM
Planning /Building /Public Works Dept.
PUGETSOUND
BLOOD !
UTILITY AND DETAILS 1.
0'
0
%L7
1
RECOMMENDED
FOR APPROVAL
B :
DATE: if
BY: DATE:
BY: DATE:
PAGE:
`DRAWING NO:
C1 *05
•
•
•
•
VALVE BOX SHOULD NOT (ZEST ON t0
DE "AV
PIP AWR CONPm-moll IN AREA OF VALVE BOX
COULD CAUSE THE BREAKAGE Or THE SERVICE
JIM_7 ........,,
q -0 z
`wt 18
CITY Cn1v..sC
I"Pluc PIPI"a
•� s
a Z3
r ty I:NIMPRO'viiU r
SLIGHT -OF- -WAY P45TALL. METER C
84X AT PROPERTY LINE WITH W
m 12" LCI9C COPPER TAILPILEX
c e-
3
1A =N 1
12" MAX l
x
- - LEAVE EXPOSED
---
BY PASS NOT ALIA)WED
FOR !RMCIATION METERS
L1 ( 4 t `-- CRUSHED ROCK BASE
Q 1 I a I TO SUPPORT VAULT
A -' ` C•R'- Lt.1 -5/5' 1!A. FIUL?:
FOR TOUCHREAD DEVICE COUP -JO1N7 r
:- Goupurac x Mlf'T' CASs IliON OR %LCTIL£ IRON wATERMAIrt
^_ 2-"1/2" WIN PROM NEAREST
AND FRGNT EDGE 0- PIT LID
NOTE
THE CEC41ER OF THE i14LE MUST BE AT 1,1-.AST 1' M-01.4 N_
- TYPICAL R18 UNDERNEATH RIDS Ur_SS THE 7113 SPACING ALLOWS
THE NUT TO T1GHIE-N AGAINST THE 'OPEN SIOF OF
lJORE THAN ONE RiD
RF1'V+T''FN : rgg- H sn wr,.vK topped � ". or, E_...G._.
i kappa tile. an :low water ma:r. 2" Eapptd Eee an new voter sin
? 4 +aeg X 2' brss nipple with threaded ends 2 4" long X 2" brosa nlgpke with threaded ends (MiPT)
3 2" re ^,il,_nt seat gate vvkvc with lhrccdcd ,Sias, aqudre aperuting nut. 3 2- resillent seat gate valve with threaded ends. seuare cparating rut. and
and uolve, nut extension it required (dwg 3R4G /Pogo 8090) vove nut extenStan if required (awv eFi4e /page 6050)
4 Two piece cast Iron valve bor Standord 8" top secPian with regttar 4 Two piri cost iron valve box Standard 11" lop section web: rygninr bolni
uaso sccticn ien�th is nt -Ivy" type raver ,�, brap. baarnrg (MIPT x ration :englh I. frt. "lug" type Cover
FiPT) 5 2" X 1 -1 /2- hex +Jfa7s bushing (MiR- x FIP'r) 2 each 1-1/2" brass or
5 2 each 2" brass or brerze nip;.les G" length. Of. dvd Inds 2 each arenze rdppiaa G' length. threaded on- 2 each i -1 Ji' -9p' bt455 W
2' -90" brass or bronze elbaws (FIPI x FI ?r)• hronre abgws (FIPT x F1PTJ
6 1' (M:PT) x ccm9rc3zio, fitting. Fatd C84 ----O or equal 5 1 -1 /2" 1MlI'TJ x compression littiaq. Ford C84• -66 or equal
7 2' sdl Capps; tub "ng type K or hrars nlPPEes (MIPT x MIPT). lenglb to 7 1-1/2" ..ft rnprer lubk,g ty,>r K or brass n:pp!gs (iAPT x MI ?1'). I-9 ;h
Rt" In tit
B 2 threaded grass 9'S' d' B. 1 -I /2' threaded bras,. 50' e't V Fnrd 1 -44 -77 or equal.
a 1 - -1 2 Customsetter with by -cuss Ford: VB11 SG ^t213- 11-�6G
). McO
). 2" oridldnsett: wilt. by -Piss Ford: .,at , B-1427-2', will' (x 1T•3Jin" %
orotd Eresc: 3O67t5wOrr 775 Cr v1cCl:er $- 1427 -2', with flanged (x 1J•- 3/16 "). MaDoaaEd firers: 3G9612LYJFF665 er Mueller 3- 74271 1/2 ".
angle bull valve Vnd paeluck wing9 or, !rAak• o!:d angle chcak valve cutlet. ,;ue ticngsd a qrz boa valve and pvdiock wings on Wei, and angle checs,
troll vol%c an bypos:; with padlock w:rrju Cnsiamsrtke:r :hull hove verk$.ol vo've x;tlet, ball valve ar! bypass with padlock wings Custamsetter shgh
inlet and nuftet hcvc vcrti.-ci kdct and uAlct.
ttk) A19A rooter ,preodar to he supaiierJ and k,stoped in meter setter by 10 R :g "d meiar s-preedcr to b^_ mupplrgd and 'ns :ofied -n meter - aitfr'by
eartrackor contractor
17 Wet., meter h'hwl b" sgpalled end ip t,111ad by IkY at Re�tcn •JPcn 11. Wptgr meter she€! be supplied pnd installed by City of Rnn Inn uprvn
payr^anl 01 .11 rdolcd water nickel fcc oral SakiSfectory pres5grc and payment of all related water meter fee crsd sat;afaclery oressuro and
p1,011 y tests purity far'!. WK30" PkiStl- meter baz eq'e ll to Mid - States, Ps(isRc.. Inc
12. t7 x30' Pjastic molar bag equal to Mid - Stales Plcnucs. Inc RCr 6CF Serier.
Series MSBCF 1760 -'16 wis•t 2" thick Diable iron daman, plate cover 12 tdSDCF 1730• -.S8 wi.h -.2" thick RaGtiie sae, demand pinto cover iB "x31°
18'x31` vqb. ^I to Mid- Stut"a a :ounce I- MSC?: - 1730 -R wR-. T� -5/8" equal tp Mid- Slates plastics. Inc ttS. ^.RC.. -f 73t?...fk with 1...5JR° rlra:nd
drilled hula for togctueuc p4 lid, and meter read 1ld, hole far teuchread pit lid
13 2" eaupgrig (eprnpressiac x FIFT) with T•" plug (MIPT), Fwd C -14 -6f 15,: = -3/2" coupling (comprec�,on x S'i ?i) with 1 -t /2' slug :fAtPT }. Fwd
or equal. The property owner €, rc;;lan >ihtg ter any nr:aes.orp C•- 14-•66 or equal The propca•ly owner is resperslblu For any necessary
ndaptplion or nxlension of voter .ery :.o o0gSLotial or axlensign or w,;(er wry :ce
NOTE:
ALL METER BOXES INSTAI"LED IN CONCRETE OR PAVED
DR!VLWAYS 514ALL fir. CAST -IRCN F.OUAI, TO 6U NP!C
FOLNDARY
EXf nY551D.Y JtNNTS MUST 8E INSTALLED 12 MIPAMUM OAF BOTH
SIDES OF METER BOX
1 -f. /2g 2a 2" DOMESTIC AND IRRIGATION
WATER SIT RViCE DETAIL
LOCATED IN PLANTING STRIP
BETWEEN CURB & SIDEW.ALK
Y cJ AiTnl'TED
CITY OF RENTION
+j� +
,,�^•�: STANDARD PLANS
IS" DATM 04/04
DWG. NAME: 1310-1-1 SP PAGE: 6107,1
OP7110NAC
DRIVEWAY
(NY t31HLHS)
CEMENT CONCRETE
CURB & GUTTER
(SE. NOOK 3)
CEMENT CONCRETE
PEDESTMAAN CURr3 (TYP) RAMP MATH 12HAV
SLOPE {TYP }
CEMENT DEPRESSED
CONCRLIE CURF & GUTTER
SIDEWALK dy `SEE NOTE 3)
9p' `
TYPE t r.. €SCMC :RG 1ri -LW
SIJEE
DRIVEWAY
(By 0T1iEiRS) --
"- �CEh,4 CO'dC
CUft13 & GUTTER
--- � � (SEE NOTE 3)
DRIVEWAY ENTRANCE
/ Sir) .I t",PE (TYP }
f � ti
CEMENF CONCRETE DEPRESSED
SIDEWALK � °- CURB & GUTTER
I (SEE- N0TF 3)
iYPC 2 - la?Av1WTf;IC Al
SEE SHEET r:_
NOTES:
I. ',Milan the drivew•uy width exceeds 15 reel. construct o RA
depth expansion joint {Gee Standard Pion F - 3} with .r £ Joint
filler along the driveway centerline
2 Construct expansion joints parallel with the centerl'ne as
required of 15 maximurn spacing when driveway widths exceed
30' See Std. Pion F -3 for sidewalk derails
3 Curb and gutter s'1own, see the Contract Plans `Or the
cork df ,1 . specif :t?d Sce Sid Plan F -1 for curb details
A. Avoid p'ocirlg dcoirioge structures, jurtclion hexes or other
abstruc' &ps in iron, of dri•n way entrances
5 01en driveway approaches are constructed in a commercial zone.
the concrete driveway entrance Shall be thickened from G inches
to 10 inches This includes eoncret0 approach Tp-,s 1 -4,
skinwniks rnnNirurier, hi- hints. lif drivawny r.:rlrrm rmr' rho rurh nroi
:Juiter assai'.ioterd wi h each drtVeway approach
CI?hlli!,NT CONCRETE DRIVEWAY ENTRANCE
i3EDMNC CLASS QESIGrd
TYPES 1, 2,3,&4
GLASS A
Sheet. I OF 6
Y
ADOPTED
CITY CIF RENTON
* is
STANDARD PUNS
.SOU'
EsT RAT& 04 /04
D'd'T3 NAME: FOCIA SP PACE: F 004
SACKF'ILL }MATERIAL
(SEE NOTE 5) --
CGNCRETE CLASS C
(SEE NOTE 8) -
FOUNDATION LFWJ,
BACKFILL MATERIAL
('SEE NOTE 5) •
BEDDING MATERiAL
FOR RIGID PIPE,
(SEE NOTE S) - -
r0Ufdt)ATi0N L;EVCL
BED -DING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7) "---
FOUNDATION '_EVEL
w (Su_ wu iii: d) --J f- LIMITS OF PIPE 7 0NE
. Jam_ f
(CLASS A tOI�SIGN)
.W (SEE NOTE ?) -ice LIMITS OF PIPE ZONE
(CLASS 0, C. D. DESIGN)
BEDDING FOR RIGID PIPE
H- th, (S NOTE A} ^i LIMITS 0. PIPE ZOVE
{CLASS F DESIGN}
BEDDING FOR FLEXIBLE I- PC
NOTE
1 PROWDE UNIFORM SUPPORT UNDER OARREL
2 HA:4D TAIJP UNDER HAUNCHE5
3, COMPACT DEDO!NG MATERIAL TO 95% MAX DENSITY EXCEPT O!RECTLY
01,C11 PIPE HAND TAMP 01+11
4, slat: - «XCAVARVN AND Pr.PARAVON OF °RLNGH IN DIE 51, -- ARY
SEWERS SECitom o't Tw srAkAR0 5PECIFECTATIUNS =0R tReHCH V61DYK
"W" AND TRIZNCHINC C'T10i•.15, THE PIPS. Z01C WILL GC THC ACTUAL
TRENCH %V41. EXCEPT FOR CLASS A BEDDING tr.E GMMUM CONCRETE
MOTH SHALL BE 1-1/2 /2 ICI A 18"
5. TRENCH BACKFILL SHALL CONFORM TO "HAGKFitUNU SEWER TRE.'.CHES'
IN TrtE SAN'TARY 3cVtERS SECTION OF THE STANDARD SPEgFiCATIONS.
EXCEPT THAT Rncvs OR tUthwS.LARGLR THAN t" PER Fom OF PIPE
41AM -:1TR SHALL Nor sk USF:I1 IN 114F HAP..I(FII t MATFRIAI,
5. SEE ' PF ^,DING MATERIAL FOR RIGID PIPE' F14 THE AGGREGATES SECTkpN
OF THE STANDARD 5PEC ICATIIOkS FOP. THE MATV.11AL 5F•ECIFIGATIKTN
7. SEE '9E' -DOINC VATEAIAL FOR 94EXI%,k PIPE" IN THE ACCRLCATES
SECTION CF STANDARD SPECIFICATION --OR 1510 MATERIAL SPCCIFiCA10"S
$ PIPE MUbT GE ANCHORED N7 SIICII A MANNER AS TO U.SURC FLOV;
LINE IS MAZRIAINED
CONSULTING ENGINEERS LLC
33915 1 st Way South #2001 G I 1091 I
Federal Way, WA 98003
SMELL WAY ( .415 -6113
Bp7HE1L 4 418-6144
www.esmcivil.com ,na S0e °�` -2808
Civil Engineering I Land Surveying I Land Planning NO.
Public Works Project Management Landeicope Architecture
PIFat!: fit' :I)IJiNU
i3EDMNC CLASS QESIGrd
FNMEYSION
GLASS A
CLASS B I
CLASS C
CLASS 0
CLASS F
fi MIN
CJ71lG. rdChKE: B077 SP PAGE: 8077
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1ST AAT15t QhfC4'
DWG NAME;
A
1/4 lie.
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3/4 OD
112 OD.
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e
,."
STANDARD PLANS
1ST DATE! 41/05
CJ71lG. rdChKE: B077 SP PAGE: 8077
BID IT£fA (INCLUDES SIDEWALK PAWS)
U -O a VARIES 14 HIN. (SEE CONTRACT} 6-•0'
_.._._--- .. - - - - -- _..__.._...__...__ ...�.. �_._.__....
CONCRETE
_ PEDESTRIAN CURS 17YP.)
3 /$' EXPANSION MINT SPECIFIED IN C0^ITRAv^Tt
(Tw) {SEE STD PLAN
(SEE STD. PLAN = -s ) .
CEMENT GO`dCREIE .4'ICEWALK
F
r� RAW' WITH 12H:tV\ SEE NOTE I -'•" rte•• CEMENT CONCRF_TE
5I.OPF.. (TYP] 1 B CURB t,: fk1TTF.R -11
FLAN YEW \ (SFr NOTS 3)
PLAN VIEW
i,E,L+EC?7_Cr?NCfTE1 EwRB !yt51x'C.�t�'TSr- +!- a�E?Yi?�1
'TOT TO SCALE
VARIES -v +4 M:N.
RAMP (See CONTRACT) RAMP 1
CEMENT CONCRETE PEOESTRIAN i
ICU118 VY,
-
�•� CEMENT CONCP.ER: - - - - -- 3f6" XPANMON JOIN (T YP )
iIDEWR!.K 1nr= sits °LAN r-,)
SwC744N ���
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b'...yr°
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w
3/8" L"XPANSIOfi JOINT
(TYP ) (SEE STD PLAN F -3) },
OR� 1'�WAY SEGTtON r $ )
{BY OTHIERS) i
REVISION
OEPRE5SED
r 1T0 k and : •
.O .. T"T.R
NOTE
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{ C t'
CEMENT CONCRETE DRIVEWAY ENTRANCE
TYPES 1. 2, 3, & 4
Shect 3 OF D
ADOPTED
CITY O";' RENTON
`
STANDAIM PLANS
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1ST AAT15t QhfC4'
DWG NAME;
F004-2 SP PAGE: F004 Z
EXISTIFIG ASPHALT
- - -- PAVEMENT
i
ARTERIAL STTRFET MIN3&241
3" CLASS "B" A C. L�
4" A T B
6' CRUSHED ROCK
RESIDENTIAL STREET MiNiMll- t
4" CLASS 13" A C ;
R" CRt.ISHED ROCK
. nSr N'_W CURB
NOTas:
PA IST "WATCH EXISTING THICKNESS IF GREA':ER
OR 1 0' BEYOND EDGE OF DAMIAGED PAVE #SENT
CU R13 Rc GU'J° rER REPLACEMENT DETAIL
�1 Z
+:
OAl1r)V 0 3OF 1 RENTON
STANDARD TON
aTAvDAID 'LANs
C
L4T DATE: 94/04
GING. NAUC: F00a SP PAGE: F008
to 120 VOLT LLLC :!'''CAL OUTLET FOR �
HEAT TAF4' *. INSTALL HEAT -TAPF. f
>-
FC)fi * RCEZii PROTECTION CENTER 131 +rI(FLOW
_I �' PREvEtTEE< ;N
�. E,P;CI�GSURE
o l ?F.fIL!GED PRESSURE
CC I CC \ JACVFLUUJ ASsFmBLY 1 -r
CC \,` (RPEA) MIN
0
" ` INSULATED Eij{LOSui'
j N elJ
HOT BOX" OR f'--Q UAL
3 /8' X h" miCHOR BOLTS
PER IJANUFA! itiRl :F? • _- .. (' ' ...J
3 MIN.
! ua
I
UtflrON FiN
;;Ci JGi3k.TF SLAB - ( ! 5 �I
1 iv � C,i2
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FINISHLA) t - ' I 2" i t
nRAIN i
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v' MINIMUM
SLEEVE
'I 1
FREE DftA NG
I,R AYF1
CC w,ECT TO fq.-'W
''h'AIFk MF -`F.M t1 -
114MEDIATEI_ Y
ADJACENT T:)
PH A
FLOW
INS'iALLED W/ tAPP•F) ,`� f TG O'WNILPS ELECTRICAL. PANEL is Rt N.i V� V''!
MATERIAL PER UPC - -� � 3?i :C :T BURIAL OR IN RIGIFI -- IA =1'EN 'i1tTE
Sr ?E AS, RED) COr-JEHAT TAEFt ELECTRIvAI_
? R 'EN
SIDE VIEW M R
M0TE5:
'I r::_L REDUCED PI :E :57UI :i_ [:3r�C:i ;FLGtAr nS5EEt4 +Li 5 0,('F3A :ie i7 U$T B= L -ISTED (')N 1.ATE:JT LIST OF
PREVENTION ASSEh?LiE APPI. Ci - _D UF IJ JT . _ I 4 J. d
WASHINGTON
t I"-E
8f STATE ti
r
'_ 11.IF `EATEO L1.VE i ; ?p + R 'S!
LIEJT
tA5W1NGTCIt1 DEPA:TEtfl td IH�ALfi tPB :! C2 ?7
ATED TEST COCKS IHSTA.LL PLt.IGS AT NI_ TEST ('0CKS
r TFit; 0t'JtvE1 ,,fP.11PLIL:a.NT i.IJS11 00TAIN A SF.PARA, I I.,Jwa;l.•lc, FIE. R.t.IT I=OiR THE I SPECTIG!'J '41f2 iilF
IEJS'ifkLLAT'.0N OF THE RPBA THE OWNER Sl''.AI_L F'l1RNlSEI. 1(dSTALL .AID NiNN' AiN T:-EE 1 < ?(T A A' ;D I i�l'r�!Elti
APP*jRTLI,JAtJC:LS ;i!0JA7,, 01.1 THls PLAN
3. THE RPRA MUST '_fE iFtif f? BY A STAT9 C£ftT:FiLVJ f3.-^Cl<Ft.0A1 ASSEMBLY TESTER AFTER ITS, P-I :71IA1_
INSTALLATION, A "TER FEPAiPS AND ANNUALLY TIIEREAFTLR All OWNER S EXPEN SE 1HE tASSEr5B; Y :!LIST '3L
MAINTAI NED By 'fHE 1!10 EN
4 DRAIN SHALL BE S °ZED IN C :nt ?Ile,eICE WITH A'PWA SIANDr^NM'S
a-Ila t
STD. PuN - )m f
PuBLiC lt'0n5 REDUCED PRESSURE BACKPLOW
DEPARTMENT ASSEMBLY 111114 HOT BOX I JULY :40013
LJ
DRAWN:
am ONE INCH
CHECKED: AT FULL SCALE
ESM IF NOT ONE INCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY
19 � ®8sS 1pNAl��w`�
RECOMMENDED
FOR APPROVAL
BYX-40 DATE: ! /
BY: DATE:
BY: DATE:
DATE:
PUGE.T SOUND 9�1t -qs
BLOOD V E. NT E M PAGE: OK:
PAGE:
DRAWING N0:
UTILITY SITE AND DETAILS C1.06
W
O- AS -BUILT CERTIFICATION: • - NOTES .
U 1 HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE
THAT THE INFORMATION SHOWN HEREON REFLECTS THE I
' ' 1. RIM AND INVERT IS BALD ON SHEET P4 OF THE BURLINGTON NORTHERN IXOWA' INDUSTRIAL PARK
AS- CONSTRUCTED CONDITIONS." THIS CERTIFICATION a of OF RENTON DIVISION II PLANS PREPARED BY GARDNER ENGINEERS SCANNED MARCH 28, 2003. n,
W IS BASED UPON WORK PREPARED IN ACCORDANCE WITH
J GENERALLY CEP PROFESSI NAL ENGINEERING 2. RIM INFORMATION WAS OBTAINED BY ESM CONSULTING ENGINEERS, LLG. ON JUNE 27, 2008. INVERT
AND /OR U EY PRA TIE rQ INFORMATION IS •BASED ON SHEET C4 OF THE SASEY CORPORATION ARCHITECTURE GROUP PUBUC-
47359 STORAGE PICK -UP &. DELIVERY .AS-BUILT PLANS PREPARED BY DAVID EVANS AND ASSOCIATES ON
o� SEPTEMBER 18, 1997.
JO D. KA LE L.S. NO. 41959 NqL yuy9
DA - O- O 3. INVERT IS BASED ON SHEET CB OF THE SAM CORPORATION ARCHITECTURE GROUP PUBUC -STOWE PICK -UP
OMMW AS -BUILT PREPARED BY OAVID'EPANS AND ASSGWOES ON. OCTOBER. 14; 1997.
s
W 15' WIDE BUILDING SETBACK LINE- RECORDING NO. 97111029004
a Z EASING 10' UNDERGROUND UTIURES EASEMENT PER AFN'S 8202080435 & B30624f152Z
a W
U EXISTING. GAS LINE, TYP. 12' X 175' PROPOSED SIDEiNAU( EASEMENT w ,
SCAL:E:1 = 30
0 0 EXISTING STREET EXISTING UNDERGROUND POWER LINE, TYP.
LIGHT, rn'• PROPOSED UNDERGROUND POWER LINE PER PUGET SOUND ENERGY PLAN REMOVE EXISTING 314 DOMESTIC tb o T N 30' T tNP
WATER METER AND CUT AND CAP
SM. 3378 STF'EET - AT MAIN LINE a IN I j3 Zoo
� 1�,//J�� P P P P P P
W -�
J f //~ o • in" SOCO EXISTING C.B. TYPE t �O��p �N � ^ --
< r/ �1 I I I • f nJ ®!e*662kGf tl�E. ®8 1si37 n ci656zLk5APPROXIMAIE UKATION OFJ J% 6 1%95594 25 E NOTE 1 E =1295 109.4$ M
D IfI I I I I o R11 �s251.4,5 E= °a3 �--- g '
jx 8 - 9245889.8
<I i I I ( I I I I II.I I I I• � i ' u
I
� -
EASMENf RECDOG N0&25
72019 ESTING
IS-
IL PUGET SOUND BLOOD CENTER, TZ 15QELECOM DATA 2)4
(EXISTING RENTON WEST) CABLE canri�AC f, :a /20al
45 F
701 SW 39TH ST _ I'
F.F. ELEVATION = 21.40
IT I
I I
n I 1 - r DOMESTIC WATER METER INSTALLED UNDER I A I I
JJ - I 11 SEPARATE PERMIT _ ?
1 - REDUCED PRESSURE BACKFLOW ASSY IN HOT BOX �r
A SEE DETAIL ON SHEET C1.06'-7 i
III J LJ I I i Horpoi 3:2$SxT° RENTON EAST
TRENCH DRAIN MIDPo1NT N s 1686111 ( I I 501 SW 39TH ST
N = 166466.12 165456."1',{, Iz959rs:80 WA RSE SERVICE
E =1N1966886e 124559}, 48 WATER SERVCE % I e `(`
`�\�_ _ r i�•?:.4':• T.G. - 4;49 11.3) CONNECT 3"0 DOMESTIC ( I
� + m•:" ..• -'. I6: (A WATER SERVICE INSTALLED I h
-���/ ° '• -� •`" UNDER SEPARATE PERMIT
1 f.�
N = 165:119.38 C7 _
eE = 1295152.76 t 7 SW TA Q'o2 hs Sul6i..r AM AUL�NKENT
�(. canRK1►
� � ?6TH 1 29 Ion. EXISTING S.S.M.H. "J
PRIVATE S.S. LIFT STATION BY OTHERS N 165389.57.
10 T N - 186467%84. 16546-7.2& - o o. E - 1296284.57
n 499"L.F.. E - y.BA. 1295`IZfe.ly V '
♦ 8"0 S.D. RIM = NLh96 Zo -'Il e t �i/ O O IRE OUT -1929 8"0 t
O S .06" I.E.. 4 44aT -13.89
C C C C C C C 1.82% I I EXISTING 25• r- D.
0
. (' I C ' X�T' 47 1..F. 8"0 HOPE S.S. _
1
12'x15 WATER LINE EASEMENT
EASEMENT NO.2
REC. . ONS20 0888
° - - - - - - - - - - - - - - - - --- _ _
EXISTING C.B. TYPE 2-48`0 - - - - - - - - - -"
N = 165481.93 20' WIDE TRACKAGE EASEMENT -REC. N0. - - - DUSTING Y/AiD UGFiT - - - - - - - - - N SM� oTCj SSCp
E = 1295487.45 9701029004 EXISTING STORM DRAIN, TY0. a 1246172. N - 165377.09
T.G. - 4.0.46 19.i0T TN' + 165390:3 F. 's 1.'bg6`,I.i4'.48 u
I.E. = 14.38 12 "0 384 LE OF 40 S.S. S FORCE MAIN AIM a jy,jl E _ 1296237.57 a1n �2 62
I.E. ® 1+38.8$ 14 d4 MAINTAIN OIW44AL VERTICAL AND CONNECT TO DUSTING 6'0 HOPE .5.8- STUB
I.E. 12.30 (2)15 "0 HORIZONTAL � AS SHOWN ON I.E. - 17.33 ZE s INC.31
SEE NOTE 2 SHEET' CS OF THE SABEY CORPORATION
CONNECT TO EXISTING C.B. ARCHITECTURE GROUP PUBLIC STORAGE CONTRACTOR SHALL VERIFY LOCATION, INVERT.. qpn.
PICK =UP & DELIVERY AS =SILT NOTIFY AND TYPE PRIOR TO DISCREPANCIES. SEE
CONTRACTOR E VERIFY 20' RAILROAD RIGHT 00. B l EASEMENT OUNDER TO BURLINGTON PREPARED BY DAVID EVANS AND N011FY ENGINEER OF ANY DISCREPANCIES. SEE ID /gds
LOCATION, INVERT, SIZE 9/102105 RAILROAD, CO. ;8Y INSTRUMENT UNDER REC. N0, NOTE 3.
ASSOCA'IES• ON OG108ER 44, 1987.
AND TYPE PRIOR 1O 8'110210541 AND 9701029004 OWNER MAY CONSIDER USING CDF _CO�
ENGINEER OF ANY NO11FY FOR TRENCH BACKFIU.. MATCH W n 16 z3'1. bap'
DISCREPANCIES, OUSTING WAVY DUTY UNING DOCK'
PAVEMENT sECnoN.
S=348404
evu�v� DA'E
? a.CONTIQA lif 91� BY, - -Mr. _
15Ag1RI6A1T CoNlTBDL W. DX1E '
?90• E-Cr QO*Y RACMi? KEVIN SMITHI 13N f4flIPUZ Pfbgq 4 (206) 912•-761f3 EOPC-d ZdZ0O4 I
w
'ari0 o -tt-as
CALL 48 HOURS .eAttWW,'
� . �1ao' CITY OF PUGET SOUND
BEFORE YOU. DIG �6,MWp8M1,NII0p . � i�� °
" RENTON BLOOD CENTER' ,
Pae.r�way.wneeaas ` ' SI I aa,au
W 1- 800 - 424 -5555 �^ ° °�sr Plonning /Building /Public Works Dept. UTILITY N C144
-w
�..ve�. nW"ft yaw.. NO. REVISION BY DATE APPR
T