HomeMy WebLinkAboutW-3752016" BUILDING SEWER PIPE
WITH 6" SIDE OUTLET
6" SIDE SEWER AND 61111 DING SEWER
1!3:5 MIX
CONCRETEBLOCKING
PROPERTY LINE
3._0..
FUTUREBUILDING,SEWER
0........ .._
4" STUD MD
6"XCXC WE
WHILE W111iTHEZSURFACECLEANOUTW17H3' HIGFESLACCASTIRONRING & COVER MINNAPPED AROUN
EAST JORDAN IRON WORKS EXTENDED TOTE2976ORAPPROVEDEQM,
d SPECIFY "SEWER" ON LID
SEE STD. PLAN 403.1 FOR
WIRE
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
LINES ARE AS FOLLOWS'
A VITRIFIED CLAY MAIN - CUT IN ANEW SECTION OF SENOR MAIN AIN
A NEW TEE USING FLEXIBLE COUPLIN0$
FERNCO OT APPROVED EQUAL).
B. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WTH
A NEW TEE USING FLEXIBLE COUPLINGS
FERNCO DR APPROVED EQUAL)
C. PVC MAIN - CORE -DRILLED WITH A RWAC SADDLE (OR APPROVED.
EQUAL) OR CUT IN A NEW TEE USING RIM COUPLINGS.
D. DUCTILE IRON MAN; - CORE -DRILLED WITH A RC AC SADDLE (OR
APPROVED EQUAL)
E, MANHOLE CONNECTION ALL CONNECTIONS TO MANHOLES SHALL BE
AT MANUFACTURED, KNOCk-OUTS OR THE
STRUCTURE SMALL BE CORE DRILLED..
60" ALLOWABLE MAX,
FOR CAST IRON .PIPE
OR DUCTILE IRON PIPE:
61' SIDE OUTLET TEE
6" MIN. MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 1S
ELEVATION
NOTE:
UNLESS OTHERWSE SHOWN ON PLAN, .SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
MAIN
27< MIN 'SLOPE.
HORIZONTAL
PUBLIC WORKS STANDARD SIDE SEWER SID. PLAN - 4181
DEPARTMENT INSTALLATION
SEWER MAIN TO PROPERTY LINE). JANUARY. 201 3
RECESSED
LIFT POCKET
11 N.C. SOCKET HD 2" A,C 2'- 0"
SCREW t Ya• LONG
F
LI (BRONZE OR S.S.) r '
r X 2" RAISED PADS
6" CONCRETE
CLASS 3000SAND OR
EXPANDABLE
FOAM
12 4" -
WATER TIGHT
4
PLUG
g" r
45'(1/8) BEND
r _ i
Ix
2" .
t
71..
SSP
12
14" ti
OJ.
CAST IRON RING AND COVER
Cl P? pipE MATERIAL -a5 SPECIFIED
BY THE ENGINEER
AS (I/e) BEND
LFSES,
I. S' AND 6' CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS. INC.
N6, 3698 OR 'EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY,
2. IN _UNIMPROVED AREAS; POUR A1'-0' THICK, 2'-0-. SQUARE
CONCRETE, CLASS. 3000. PAID AROUND. THE RING AND. COVER.
PUBLIC WORKS a OR 6 INCH CLEAN-OUT
8M. PLAN - 403'1
DEPARTMENT FOR SANITARY SEWER MAINS
SEPTEMBER 2013
ITS
Standard Side Sewer Installation Sanitary Sewer Cleanout 01
310 FT
EXISTING: WATER UNE
TESTING DETAIL
EXISTING TEE, DEAD END LINE, CAP OR PLUG
DO NOT DISTURB BLOCKING;
NEW 'WATER
VERTICAL CROSS. (MJXFL) FOR POLYPIGGING
1 -BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG
1 -BLIND FLANGE ON BOTTOM
1-PLUG(MJ) W/2"TAP & 2" BLOW -OFF
TEMP. BLOCK
FINAL CONNECTION DETAIL
NEW WATER
EXIST. WATER LINE
AFTER ALL. TESTING, CLEANING BY POLYPIG AND DISINFECTION,
REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT
TO EXISTING WATER LINE WITH SLEEVE (MJ)
AND D.I. SPOOLS
FINAL CONNECTION BY CITY FORCES
PUBLIC WORKS I
CONNECTION TO WATER MAIN
DEPARTMENT EXISTING TEE OR END LINE CAP
STD. PLAN - 300.5
MARCH 2010
ITS
3ConnectiontoWaterMain
W-375204
Approved By: — -ftp — Date: 37 /.r. zo
Approved By: Date:
Approved By: Date:
ITS ITS ITS
Not Used 4 Not Used 5 Not Used6Not By: Date:
C J1U-
ARCHITECTS
H A
CONSULTANT
COUGHLIN
PORTER
LUNDEEN
801 SECOND AVENUE - SUITE 900
SEATTLE, WA 98104
P: 206/343-0460
F: 206/343-5691
ACONSULTINGSTRUCTURALAND CIVIL
ENGINEERING CORPORATION
STAMP
REVISION NO.
Q PERMIT RESUBMITTAL
QZ PERMIT RESUBMITTAL
A PERMIT RESUBMITTAL
Renton Highlands
Library
Renton WA
ISSUANCE
BID DOCUMENTS
PROJECT NUMBER
C131436-01
DATE
SEPTEMBER 9, 2014
SCALE.
As Shown
DRAWING TITLE
UTILITY DETAILS
SHEETjNUMBER
C-410
DATE
5/19/14
7/11/14
9/9/14
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13"x24' PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC,
INC. DCF SERIES MERCK 1324-18 WITH 1-75" THICK DUCTILE
IRON DIAMOND PLATE COVER EOUAL TO 600 -STATES PLASTICS,
NC, MSCBC-1324-R WIN READER US AND 2" DRILLED HOLE
FDA 'TOUCHREAD PIT UD (SEE DETNL A -A)
9- MIN2' MAX
FINISH GRADE
Z
0
35" MIN COYER
22-1/2'
NEW WCTILE
Z IN UNIMPROVED RLOHT DO
WAY INSTALL MOTOR BOX AT
w. PROPERTY ONE 09TH 12"
LONG COPPER EARPIECE.
iy
Ab ,., SIDEWALK OI
12'
CITY
TWE 'K' .SOFT
COPPER TOEING
IF SERMCE ONE TG HOUSE I5
TO BE INSTALLED IN THE FUTURE
INSTALL FORD C1133 OR 44 FIAT
x COMPRESSION COUPLING —
LLOOP. DOM TO CENTERUME
OF WATER. MAN TO
PROVIDE SLACK IN COPPER
fmPERSETTER FIXi 518-x3/4" METER FORG. SEANCE LINE TO. METER,
b8H 12-ISW-44-330, OR McDS ALL BRASS: 21-2150(.`4513; ON
MUELLER: 3/4-8-2470-2 WITH ANGLE BALL VALVE ON INLET AND
CORPORATION STOP NTH BALL VALVE. FORD SINGLE CHECK VALVE ONOUTLETCOPPfR6ElTEPTOR1' MEtER- .FORD VBH72-157( Ort -44G, ORTAPEREDTHREAD (CC). WICK JOINT MGDONALD BRASS 21-415W00044, OR MUELLER. t -B-2470-2
3/4" FBI -OR Ay MCDONAID 4701B BOTH INLET AND OUTLET NTH WICK ,lONC PADLOCK WINGS ON
0' FS1000-4 Q) OR AT NCOONALD 47018 INLET AN4LE BALL VALVE AND SINGLE CHECN VALVE ON OUTLET,
ALL FN1FNGS. SMALL BE WTM WICK. JOINT.
NOTE:
ALL METER. BOXES INSTALLED WITHIN CONCRETE ON PAVED DRIVEWAYS WALL BE
CAST-IRON EWAL TO OLYMPIC FOUNDARY. EXPANSION tDNTS MUSH BE INSTALLED ON
BOTH SIDES OF METER BOX:
r_v
NOTE
THE CENTER OF THE HOLE MUST SE AT LEAST 1' FROM
UNDERNEATH RIBS UNLESS THE RD SPACING ALLOWS THE
NOT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN
ONE AS,
TO
ME
RILL 2' DIA HOLE FOR AMR (AUTOMADC
FEVER READ) TWCHREAD DEVICE
2-1/2' MIN FROM NEAREST
AND FRONT EDGE OF PIT UO
PUBLIC WORKS 314" AND 1" WATER SERVICE SLD. PLAN — 9201
DEPARTMENT
NOVEMBER 2009 d
3/4" and I " Water Service
3"
MIN,)
DIRECTION OF FLOW
PLAN
6"MIN.(T1R) TYP,)
DRAINING GRAVEL
NOTES:
L. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE USTEO ON LATEST UST OF'"BACKFLOW PREVENTION
ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON
DEPARTMENT OF HEALTH.
2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION
OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER- SHALL FURNISH, INSTALL AND MAINTAINTHEDCVAANDALLPIPINGANDAPPURTENANCESSHOWNONTHISPLAN
3. THE DCVA MUST BE TESTED BY ASTATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL
INSTALLAPON, AFTER REPAIRS AND ANNUALLY THEREAFTER. AT OWNER'S EXPENSE. A COPY OF THE TEST
REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT:, ATTN, WATER
UTILITY CROSS CONNECTION CONTROL SPECIALIST, FAX NO. 425-430-7241.
4, DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER.
PUBLIC WORKS
AY47 TO 2" DOUBLE CHECK VALVE STD. PLAN - 340,8
DEPARTMENT
ASSEMBLY FOR IRRIGATION OR
RESIDENTIAL FIRE SPRINKLER MARCH 2010
3/4" to 2" Double Check Valve Assembly 4
1-1/2" AND 2" WATER gFRVIGE DETA14
QAJln21'.' YALVE BOX SMOULG NOT: REST ON 101PIKELATERCOMPAGTKNAAREAOFVALVEBOX
COULD CAUSE THE SKAKALE OF THE SEANCE.
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WICK-JC1NT
RIGHT -CF -WAY INSTALL METER
m
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BOX AT PROPERTY LME wTH
ANDPRONT OF FITEOR
Ti
12 -LONG COPPER TAILPIECE
NOTEUNEME CENTER THE MUST AT LEAST I' FROM
2 Z
T MIN
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THE xTT 1AnnDBNRIB, AGMN6T tHE OPEx SIDE OF
RIB
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OaD
NOTEUNEME CENTER THE MUST AT LEAST I' FROM
2ZRIUNDERNEATHRIBSUNAGTHERIBSPENSIDALLOWSLESSIB
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RIB
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t! fLR9ETWEENCifRRk40EWRLK
L 2 FAKKI fee allco oto m. X 2 tapped be be ees wet, baiil
2 4 g X 2 bi,ciss Pm.slip U,,sadao ..ds (MIPT} 4 1., Y 2' p A PM M tWeaded able NAPT)
3. 2 aesm ..at '.0, M ph Vv.A,, rose "um, ober.On' euL 2' leaReet mot Tina cal *RR Deemed ends. Kimse operating mL and
d od not ..Ne d regdlted (Oibzbedard detail A), I n4F .,Wbm IF rlgaFAd I... kiii abbia 33(t1):
4. Toa pktt msk see dlod b . Slated re IS to, yyOVW With npolor A Two PRa owl tib boa. Stondar0 A' top seal'oe with re9Nm boas
trove Scan, Im9TK to Ft 1W type m, 2' b,AA Ouslim9 (MPT % O.U.. )eNgjb t0 R, A.9, lfpe [OVA.
FFPT) 5 2 X 1-1/Y h braids bashire, DART x FATL 2 toet, I -11r A ask Or
5. 7 sect, t bays e, temps ngplea 6' l gtfi threaded mals. 2 took broom KPA. 67 + ,b, Readied mds 2 edict -1(21-112'-W bran dr
96 b asv M b16R0 MD..$ (PIAT x FIAT) OIMM dall (FORT s FIAT).
6. 2 (MPT) . cmoP',m,m Altai Faisal 084-66 m eauat b 11/2' (MIPT) '."yosibe sato' F"084-66 a si,pP,
71 rsalt boars, tub g type K ,.tress ewt,s (MPT x MIPT), I"tb to 01 `R' softcopperWbb9ImwKorems, dlppbs (MPT .(MMT), In,dt
lit8. 2 Unseise Iron W' Hl. 9 I -I/2- }Melded brew 90- all, (m TPA L44-77 a, erre[
9, 2 Wstdomettr writ by`povc FOIk VIER W -t28-11-77 (x 17-3/16' 9. 1-I/2' Caslomeetter ]h by-pme Ford: VAN A6-120-11-66 (x:
McDmde Bross 308715MOFF775 m M .11 0-1427-2'. with llwped 13-3/IB'),. MLDmi &ass 30B612WDff665 m Maeda B-1427-1 1/2',
an0e sal calve. m1.a paXock wN9s m Mat and angle_ NevF Wraw Mtp AO.nnd .91. til`KKAw aped padmi, "a AT b4.1. odd. Mgld Neck
allel bell W've x alas, .31,prdlo S, m, C..Umbetter deadrola[ ouUvt bad w've. an b)pw9 s+N'Pddvk w10'. Castomespe, ymll
KathhelliKahold Poi h. oli ma inlet ma doubt.
Id b,' iupplise one is sla. to meter se(. byt6. R H 1Q Rb,xtm, As,..
t4 be so,". om instated in meter ,0117 by
steer
16 Water mgfm mall be anpfd natal ed by Gly at Real. up OP Il Wates meetsKA% be svpPl ad sad InstaflM by City f R ntoa opon
p ,moot of: et lIObd set" malas tea Ond mtMbbtaly CRatsdre and m,".1, of M real. WOpee tnele fee qW toti.(admy Pleware. 4W
mi12: 17'020' N Ail mater bdY ppol ld Rt St las P1,,Lb, . RCF Sells. 12 tr40' PIilk Miller : box egad to Mid -States Hobbes, Inc IOW Series
MSBCF 1730-18 with 2' thick lfaOIT. inn diamond .pate eerm. 18'x}T MSBCF 1730-18 w0h 2' tNid, Ouclie r. dermed 'late eb a 18'x31'
s0 al t 1na-s. res RestiOs. Int, MSCBC 1730-R rlN 2' dlalea M1We eplm P Mid-SpOlo, %calks: Inc MSCBC-1730-9 with 2' d"IeE pole For
fe, by n apt lid, a t a C t ahead pit Ai
13. r CouPltn9 (Compressiad x FIAT) !h 2- PId9 (MIPT), Fwd 614-66 13. 1-1 Jy pll g ( ore emen FIAT)wIM 1-I/2' pail (MIPT); Fad
aOrmod, file d rmty n r e aepbei for any FmdWP'y adartotim be C-14-8ti d aged 1h P aMrIY aanr is INpmt Ne for myneceasxYeKSmv,M P( safe, sGvl[b adept.U. or CFtma(M Of set, Ides.
NOTE:
tit METER BOXES NStALLED IN CONCRETE OB RAVED
DP,IVcWAYS SHALL BE CAST -,Rpt EQUAL TO OLYMPIC
FOUNDARY
EXAMIU0.4 JLNTS MUST BE INSTALLED Y2' MIMMVM M BOM
SIDES OF METER BOX
PUBLIC. WORKS 1 1/2" AND 2" WATER SERVICE LOCATED
SM' PLAN - 920'$
DEPARTMENT IN PLANTING STRIP
MARCH 2O10
NTS
21- I /2" and 2" Water Service in Planting Strip
TO
MIN 18" TO 20' BEHIND BACK OF
CURB OR 12e BEHIND BACK OF
3' SIDEWALK THAT I$ ADJACENT TQ
CURB
4,875 x .6' STORZ TWO-PIECE CAST IRON VALVE BOX PATH LUG
THICK CONCRETE PATI A 000 TYPE COVER, EQUAL TO OLYMPIC FOUNDRY CO.
HYORANT, FINISH TO MATCH SIDEWALH. STANDARD B" TOP SECTIGN'WTH REGULAR BASE
EXPANSION JONT AT SECTION LENGTH TO FIT, VALVE NOT EXTENSION
2
BAt7l OF SIDEWALK AS REWIRED-
CONCRETE SIDEWALK
RAISED PAVEMENT AYBLMARKER TYPE 89-AORPLANTINGSTRIPSTIMSONIIE700 -WAY BEG£'. RfFLEGIlVE
36' MINCOVER CONCRETE BLOCKING
CONCRETETHRUSTBLOCK
MAIN LINE TEE WITH 6" -FLANGE. SIDE OUTLET.
fi GATE VALVE (FL X MJ)AWWA C-509, RESILIENT SEAT
6 DUCTILE IRON PIPE, CLASS 52 CEMENT UNEO,LENGTH TO FIT
2-3J4' COR -TEN STEEL THE R505..
16' a B" X 4' MINNUM 1/2. YARD OF 1-1/4" WASHED DRAIN. ROCKCONCRETEBEARINGVABOVEBOOTFLANGE. PLACE 8MILBLOCKUNDERHYDRANTPOLYETHYLENEFILMAROUNDTCPAND SIDES OF
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
LEVEL ALL GROUND
MIN 3' RADIUS
MIN 3' RADIUS
ONE MAN
6" CONCRETE PAD
6
Z6" CONCRETE PAO.
CUT FILL
HYDRANT LOCATION IN CUT OR FILL
PUBLIC WORKS FIRE HYDRANT ASSEMBLY
SSD. PLAN — 910:1
DEPARTMENT4T
MARCH 2010
NTS
Not Used
Approved By:
Approved By:
Approved By:
Approved By;
NTS
Fire Hydrant Assembly
W-315205
Date:
Date:
Date:
3
ARCH17ECTS
THA
CONSLLTANT
COUGHLIN
PORTER
LUNDEEN
801 SECOND AVENUE -SUITE 900
SEATTLE, WA 98104
P: 206/343-0460
F: 206/343-5691
A CONSULTING
STRUCTURAL AND CIVIL
ENGINEERING CORPORATION
STAMP
REVISION NO.
Q PERMIT RESUBMITTAL
Zj, PERMIT RESUBMITTAL
03 PERMIT RESUBMITTAL
Renton Highlands
Library
Renton INA
ISSUANCE
BID DOCUMENTS
PROJECT NUMBER
C131436-01
DATE
SEPTEMBER 9, 2014
SCALE
As Shown
DRAWING TITLE
UTILITY DETAILS
SHEET NUMBER
C-411
Cry; w- 3 s-aU s
DATE
5/19/14
7/11/14
9/9/14
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1 12" TEE (FL)
345 mm
DATE I
3; 12° GATE VALVE (FLxMJ)
W/ THRUST BLOCKING 345
9/9/14
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CONNECT IX 12° WATER MAIN
STA 31+67.0
335
W/ 12° CONNECTOR SLEEVE
1)- 12"x6" TEE (MJxFL) CAP FOR FUTURE
1 6". GATE. VALVE (FUMJ). I. EXTENSION...... 335 ....... .............................__.... _......
W/. THRUST BLOCKING
Fitting -
COVER
y
RT
ARCHITECTS
THA
CONSULTANT
COUGHLIN
PORTER
LUNDEEN
801 SECOND AVENUE -SUITE 900
SEATTLE, WA 98104
P: 2061343-0460
F: 2061343-5691
A CONSULTING
STRUCTURAL AND CIVIL
ENGINEERING CORPORATION
STAMP
REVISION NO.
PERMIT RESUBMITTAL
G PERMIT RESUBMITTAL
PERMIT RESUBMITTAL
Renton Highlands
Library
Renton WA
C/L
NE 10th Street
C C
C C
a 3
345
m
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DATEI5/19/14
7/11/14
9/9/14
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COVER
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RT
ARCHITECTS
THA
CONSULTANT
COUGHLIN
PORTER
LUNDEEN
801 SECOND AVENUE -SUITE 900
SEATTLE, WA 98104
P: 2061343-0460
F: 2061343-5691
A CONSULTING
STRUCTURAL AND CIVIL
ENGINEERING CORPORATION
STAMP
REVISION NO.
PERMIT RESUBMITTAL
G PERMIT RESUBMITTAL
PERMIT RESUBMITTAL
Renton Highlands
Library
Renton WA
I
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DATEI5/19/14
7/11/14
9/9/14
I
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dz
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pa
N
ISSUANCE
BID DOCUMENTS
PROJECT NUMBER
C131436-01
GATE
SEPTEMBER 9, 2014
SCALE
As Shown
CRAWING TITLE
WATER MAIN PROFILES
SHEET NUMBER
C-420
I o
CC
z
340777
u
EIeLTrical Conduit Profile
335 scA a 1° 5' 6oP
8" STORM
A
1
SIDEWALK GROUND
SURFACE
343.
345
8" STORM
340 <
335 <
1-1
w w
AS
17 - - - -
F--- SS --
I i• I
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Utility Crossings S
UPPER IE: LOWER T.O.P.: CLEARANCE
OA EX WATER=334.73 1" WATER=333.40 1.33'
B EX WATER -334.78 6" WATER=333.45 1.33'
EX WATER=334.85 2" WATER=333.52 1.33'
D EX WATER=334.97 4" WATER=333.58 1.33'
QE 1-1/4" GAS -335.48 1" WATER=333.40 2.08'
QE 1-1/4" GAS=335.53 6" WATER=333.45 2.08'
1-1/4" GAS -335.58 2" WATER=333.52 2.06'
OH 1-1/4" GAS=335.65 4" WATER=333.58 2.07'
O EX WATER=337.76 12" WATER=336.42 1.34'
O EX WATER=338.54 12" WATER -337.21 1.33'
12" WATER=337.85 EX 12" SS=334.46 3.39'
OM EX 8" STORM=340.66 12" WATER=339.07 1.59'
QN 6" WATER=339.46 EX 12" SS=335.22 4.24'
8" STORM=341.62 6" WATER 339.96 1.66'
8" STORM=341.78 EX 12" SS=335.36 6.42'
8" STORM=342.03 EX 12" SS=335.56 6.47'
OS 8" STORM=341.48 POWER -340.15 1.33'
T 8" STORM -341.86 POWER=340.53 1.33'
OU POWER=340.13 6" SEWER=335.67 4.46'
QV 8" STORM=342.30 POWER -340.97 1.33'
i I
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W-315201
Approved
I
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Approved
I -
Date: t1 N
Approved By:
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W-315201
Approved
I
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Approved By: Date:
I
By: Date:
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Approved By: 4--- Date: 6Zo
Approved By: Date: t1 N
Approved By: Date:
Approved By: Date:
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iARCHITECTS
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T A
CONSULTANT
COUGHLIN
PORTER
LUNDEEN
801 SECOND AVENUE - SUITE 900
SEATTLE. WA 98104
P: 206/343-0460
F: 206/343-5691
A CONSULTING
STRUCTURAL AND CIVIL
ENGINEERING CORPORATION
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REVISION NO. DATE
Aj PERMIT RESUBMITTAL 5/19/14
2 PERMIT RESUBMITTAL 7/11/14
3 PERMIT RESUBMITTAL 9/9/14
Renton Highlands
Library
Renton WA
ISSUANCE
BID DOCUMENTS
PROJECT NUMBER
C131436-01
DATE
SEPTEMBER 9, 2014
SALE
As Shown
DRAWING TITLE
COMPOSITE UTILITY PLAN
SHEET NUMBER
C-430
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