HomeMy WebLinkAboutS-044609'T `' YLD t )L 1,107Lj 5-17 - b7 LEL
11
I. \_L CONSTRUCTION SHALL BE IN ACCORDANCE 1:ITH CITY OF RENTON
SPECIFICATIONS.
2. LXISTIN'G UTILITIES SFIO:VN ON THE PLANS HAVE BEEN PLOTTED FROM, THE
BEST INFORMATION AVAILABLE TO THE ENGINEER. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO LOCATE- ANY EXISTING UTILITIES WHICH
NIAY CONFLICT WITH THE CONTRACTOR'S OPERATION, WHETHER SHOWN ON
THE PLANS OR NOT.
3. THE CONTRACTOR SHALL NOTIFY EACH UTILITY AND COORDINATE H15
,PORK SCHEDULE WITH THE CONSTRUCTION OF UNDERGROUND POWER,
TELEPHONE, AND GAS FACILITIES.
\LI DISTURBED AREAS SHALL BE SEEDED OR ST?" BILIZED BY OTHER
SURFACE WATER MANAGEMENT METHODS FOk THE PREVENTION OF ON'SITE
.
EROSION .AFTER THE COMPLETION .ONiPLET[ON OF CONSTRUCTION.
5. GRASS SEEDING WILL
BE DONE
USING A\ n
APPROVED TYPE HYDRO-SEEDER,
PUBLIC OR AS OTHERWISE ISE APPROVED BY CITY OF RENTON DEPT. OF . LBLIC WORKS.
THE PERFORNIANCE BOND WILL NOT BE RELEASED UNTIL THE GRASS HAS
BEEN ESTABLISHED, UNLESS OTHERWISE APPROVED BY THE CITi OF
RENTON DE PT. OF PUBLIC WORKS.
6. THE STOt Mi DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO
HE APPROVED PLANS WHICH ARE ON FILE IN THE DEPT. T. OF PUBLIC WORKS
CENTRAL RECORDS. ANY DEVIATION FROM THE APPROVED PLANS WILL
REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLI
THE CITY OF RENTON DEPT. OF PUBLIC WORKS.
7, A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
S. PRIOK TO ANY CONSTRUCTION /DEVELOP: \(ENT ACTIVITY THE CITY OF
RENTON DEPT. OF PUBLIC WORKS DEVELOPMENT INSPECTION SELECTION
MUST BE CONTACTED (PHONE NO. 235 -2540 FOR A PRE - CONSTRUCTION
MEETING.
q . ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS 5IIALL BE CONNECTED
TO THE STORM DRAINAGE SYSTEM, UNLESS O1. HLP IS E APPROVED THE
DEPT. OF PUBLIC WORKS.
10. ALL Piet SHALL BE LAID ON A PRO. R
tRL) PREPARED FOUNDATION ACCOR-
DIN:, TO WASH. STATE SPEC. 7- 02.30). THIS SHALL INCLUDE NECESSARY
LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
NIATERIA.L AS 1XLLL AS PLACEMENT AND CO: \IP; \CI'ION OF REQi_ i :ED
BEDDING ;MIATERIAL TO UNIFORM GRADE SO THAT 111E ENTIRE LENGTH 01=
T HE PI PE W "P.L BE SUPPORTED ON A UPFORhLY DENSE UNYIELDING LASE.
IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE
REQUIREMENTS FOR "GRAVEL BACKFILL FOR PIPE BEDDING", THE FIRST
LIFT OF PIPE BEDDING MAY BE OMITTED PROVIDED THE MATERIAL IN THE
BOTTOM OF THE TRENCH IS LOOSENED, REGRADED AND COMPACTED TO
FORM A DENSE UNYIELDING BASE.
11. ALL CATCH BA51N GRATES SHALL BE DEPRESSED 0.10 FEET. BELOW
PAVEMENT LEVEL.
12. STORMS DRAINAGE PIPE SHALL CONFORM TO THE FOLLOWING:
A. GALVANIZED CORRUGATED STEEL PIPE (SEC. 60-3.011. AP1VA); .064" MIN.
THICKNESS - TREATMENT PPOTECTION (SEC. 60-3.011 APWA).
B. CORRUGATED ALUMINUM ALLOY PIPE (SC-. 60 -3."lJ APVA) MIN. 16 GA.
DETENTION FACILITY WILL REQUIRE HEAVIER GAUGE PIPE.
13. GALVANIZED STEEL PIPE UTILIZED AS DETENTION FACILITIES SHALL HAVE
:ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE.
14. EXCESS WATER - SHOULD WATER BE ENCOUNTERED DURING CONSTRUC-
TION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DL'J'ATEI
BEFORE CONSTRUCTION CONTINUES.
i5. 'WHEP MATERIAL EXCAVATED. FROM. THE TRENCH IS UNSUITABLE FOR
BACKFILL, THE CONTRACTOR SHALL PROVIDE SUITABLE BACKFILL.
i6. ALL TRENCH BACKFILL, STRUCTURAL FILL, AND EARTHWORK iN GENERAL
SHALL BE COMPACTED TO 90% OF MAXIMUM DENSITY AS TESTED iN
ACCORDANCE WITH AST::M D -1557, EXCEPT iN PAVED AREAS WHERE
BACKFILL SHALL BE COMPACTED TO 90% OF MAXIMUM, DENSITY UP TO 6"
BELOW' SUBGRADE. THE 6" BELOW SUBGRADE IN PAVED AREAS SHALL BE
COMPACTED TO 95115 OF MAXIMUM DENSITY AS TESTED IN ACCORDANCE
WITH AST:\. D -1537.
17. ALL PARKINC AREA SUBGRADE CONSTRUCTION SHALL CONFORM TO
SECTIO''t (5 -02) OF THE APWA STANDARD SPECIFICATIONS.
18. CRUSHED ROCK USED FOR BASE AND /OR TOP COARSE MATERIAL SHALL
CONFORM TO SECTION (9 -03.9) OF THE AP''kA STANDARD SPECIFICATIONS.
19. ALL PAILKING AREAS SHALL BE PAVED WITH CLASS B ASPHALT CONCRETE=
CONFORMING TO SECTION (5 -04) OF THE APWA STANDARD SPECS.
,. ALL LIMITS OF CLEARING AND AREAS OF VC E1'ATION PRESERVATION
RVATION
AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE
FIELD AND OBSERVED DURING CONSTRUCTION.
2. ALL REQUIRED SEDEMENTATION /EROSION CONTROL FACILITIES MUST
BL CONSTRUCTED AND IN 01'F.RATION PRIOR TO LAND CLEARING
AND /OR OTHER CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN
WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL
EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A
SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OP,
CONSTRUCTION IS COMPLETED AND POTENTIAL FOIL ONSITE EROSION
HAS PASSED. THE INIPLLMENTATION, MAINTENANCE, REPLACEMENT
AND ADDITIONS TO LROSION /SEDEM-;NTATION CONTROL SYSTEMS
SHALL BE THE RLSPONSI!31LITY OF THE PERMITTCL.
3. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED IN
THIS DRAWING ARE INTENDED TO BE NUNiNIUM REQUIREMENTS TO
MLL " ANTICIPATE!
SITE C CONDITIONS. \S C ONSTRUC
CONSTRUCTION PROGRESSES
AND THE
DICTATE, F _ THE N CONDITIONS )
; \
NU UNLX( LC'ILD O[.
SEASONAL C
PLRMIiTTCL SHOULD ANTICIPATE THAT MORE EROSION AND
SLDIMIENTATION CONTROL PACILI "FIES WILL BE NECESSARi' TO ENSURE
COMPLLTL SILTATION CONTI:OL ON THE PROPOSED SITE:. DURING THE
COURSE 01: CONSTRUCTION, IT SHALL BE 1 -1-IE 013LIGATION AND
RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW
T AND TO
' IIi ACTIVITIES CREATED B1 5
THAT
MAY BL ChC
CONDITIONS
Pr O IDE ADDITIONAL FACILITIES, iLITILS OVER AND ABOVE VL \ 1
NI \HUM;
REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT
(
'v
PROPERTIES AND WATER QUALITY OF THE RLCLA ING U RAiNAGE
SYSTEM.
4. APPROVAL OF THIS PLAN l5 FOR EROSION /SEDIi\1Ct T
-ATIoN CO:NI'ROL
ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM: DRAINAGE
DESIGN, SIZE NOR LOCATION OF PIPLS, RESTRICTORS, CHANNELS OR
DETENTION FACILITIES.
5. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE
NO FURTHER WORK iS ANTICiPATED FOR A PERIOD OF 30 DAYS 01,
,%TORE, FALL DISTURBED .AREAS MUST BE I.VIMIEDIATELY STABILIZED 11'11-:1
MULCHING, GRASS PLANTING
OR OTHER 1
kOVLD [R
510\ CON
1 ROL
I QUESTION. "T N. GIB; \SS
T!tC;\ T V1LN i APPLICABLE TO THE TIME OF Y'CAl'. IN LULS 10
SEEDING ALONE MAY 13L ACCEPTABLE ONLY DURING THE NON1'IIS OI-
APRIL THRU SEPTEMBER. INCLUSIVE. SEEDING MAY PROCEED
WHENEVER IT IS IN THE INTEREST OF THE PLRMITTEE, BUT MUST Br-
AUGMENTED W'1 "11-1 .MULCHING, NETTING, OR OTHER TRL
A i :\1E:NT
APPROVED BY CITY OF I:LNTON PUBLIC WORKS DLPARi MENT OUTSIDE
THE SPECIFIED TIME PL.R10U.
6. FOR ALL EROSION /SE UIMENTAT ION CONTROL PONDS WHERE THE DEAD
STORAGE DEPTH EXCEEDS 6 INCHES, A PENCE AT A 'MINIMUM OF 3
FELT HIGH IS RE.QUIRLD.
7. ROCK FOR EROSiON P1,0TECTION OF ROADSIDE DITCHES, WI-ILRE
REQUIRED, SHALL BL OF SOUND QUARRY ROCK TO A DEPTH OF I
FOOT. ROCK AGGREGATE 10 BE AS FOLLOWS:
1112" - 2" IV', 2 ,
2" - 4" 20' 4V3
4" - 3.. 40;;, 7V,,
1. ALL WORK AND MATERIALS SHALL CONFORM TO APW'.A /WSDOT 1954
STANDARD SPECFIC : \TIONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION.
2. TEST OBSERVATION AND INSPECTION BY CITY OF RENTON.
3. PRIOR TO BEGINNING WORK, ARRANGEMENTS SHALL BE MADE WITH
CITY OF RENTON FOR A PRE - CONSTRUCTION CONFEREfJCE TO BE
ATTENDED BY THE CONTRACTOR, DISTRICT REPRESENTATIVES AND
OTHER REPRESENTATIVES OF INTERESTED UTILITIES.
4. LOCATION 51-IOWN OF EXISTING UTILITIES ARE APPROXIMiATE ONLY
AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
CERTIFY THE CORRECT LOCATIONS SO AS TO AVOID DAMAGE OR
DISTURBANCE.
5. SIDE SEWER LOCATIONS TO BE VERIFIED IN THE FIELD PRIOR TO
CONSTRUCTION.
F.. PRIOR TO CONSTRUCTING SEWER LINES, THE NECESSARY LOT
CORNERS :MUST BE SET.
7. SIDE SEWERS TO BE IN ACCORDANCE WITH. THE REQUIREMENTS OF
CITY OF RENTON. ALL SIDE SEWER SHALL BE A MINIMUM 6"
DIAMETER PIPE AT A MINIMUM SLOPE OF 2`,0.
S. ALL MANHOLES NOT IN PAVED R/W TO HAVE LOCKING LIDS.
9. SANITARY SEWER PIPE TO BE P.V.C. CONFORMING WITH ASTM D -3034
OR SDR 35. PIPE BEDDING SHALL CONSIST OF CONIP.ACTED
GRANULAR MATERIAL (PEA GRAVEL) A. MINIMUM OF 6" BELOW' THE
BOTTOM OF THE PIPE BELL AND A MINIMUM OF 6" ABOVE THC TOP OF
THE PIPE BELL.
10. P.V.C. SEWER PIPES SHALL BE TESTED FOR DEFLECTION AS SPECIFIED
IN SECTION (7- 17.3(4)H).
wealwam
ALL }PORK NIATERIn LS SHALL BE IN CONFORMANCE WITH THC
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY
DEP.ARTMEN'T AND THE LATEST EDITION OF THE APWA STANDARDS
AND SPECIFICATIONS. A SET OF APPROVED PLANS SHALL i}C. KEPT ON
SITE AT ALL TIMES DURING CONSTRUCTION.
2. 1HE HOURS OF WORK IN THE STREET PIGHT' -OF -WAY SHALL BE
L EMIT[D TO 5:30 AM TO 3:30 PM ON WEEKDAYS ONLY UNLESS
OTHCRU'ISE APPROVED IN WRITING BY THE DESIGN rNCINEER AT 235 -
2635. ALL STREET CLOSURES, PARTIAL OR FULL, SHALT. BE APPROVED
BA' THE STREET SUPEREJTENDENT 24 HOURS !.J ADVANCE. THE
1`0:.iC!: DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE
NOTIFIED 24 HOURS IN ADVANCE.
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 OIL
I)ISTURBANCE. FOR UTILITY LOCATE CALL 43 -HOUR LOCATORS, I-
300-424 -5555.
ALL WATER .MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE
CONFORMING TO AW'W'A CL10 AND Cill OR LATEST REVISION,
THICK ISS CLAYS 52. CEMENT AORr1: L N I G nV D
SEAL COATING
n.' 'S VIS N. PIP[ 301NT'
1! N �o u r ,AWW A cw4 or, v,rL. r 1 r. io
!nL �r o
SS
1 "3 Itr : USII ON OR MECHANICAL JOINT. BEDDING TO I Cl.n C.
ALL DUCTILE IRON PIPE INSTALLED SOUTH 017 SUNSET BOULEVARD
(EMPIRE IR %VA , SR 900) AND WEST OF SR 167 ([:AST" VALLEY FREEWAY)
OR IN SOILS OF 'HIGH RESISTIVITY SHALL BE POLYI:TIIYI..CNE WRAPPr-D
PER ANS11:A11'WA CI05 -77 STANDARDS.
,
CAST O \ AND DUC TILE IRON FITTINGS SHALL BE CI-. MrNr LINED,
PRESSURE rA r) AS . iCD ON PLANS, AN n 1 N ACCORDANCE \ITFI
S!
\ \SI)AW to C111/A21.10-S2. CC ^.!ENT LINING i SHALL BE IN
ACCORDANCE WITH ANSI /A',V%;A C104/A21.1,45. IF FITTINGS ARE_ 3
iNCHCS TO 12 INCHES IN Din. \!r.TCR AND HAVE MECHANICAL JOINTS,
"I TIE I�ITT I N':5 SHALL BE IN :ACCORDANCE WITH EITHER ANSI /AW1VA
CI10/A2J.10 -32 OR ANSI!AW%VA C1531A21.534,4. 3 !NCI -I TO 12 INCH
1 )IA.\7ETER FITTINGS WHICH HAVE SIr CHANICAL JOINTS AND /OR
FLANGED JOINTS SHALL BE IN ACCORDANCE WITH ANSUAWW'A
CIICIA2.EJ.520R, A COMITINAnoN of ANSI /.AWWA Ci0/A21.10., AND
TAE C }t ITFI
',l i "'I 53'A2i153 3 "IVTCS MAY .I i'ORTION ACCORDANCE
ITT \ ILCt C L O (),
ANSI /AT'XA C113:A2!.53 -SI AND THAT PORTION Or THE FITTING SITH
FLANGED JOINT(S) SHALL BE IN ACCORDANCE_ WITH ANSI /AW%VA
CliWA21.I0 -32. .ACCEPTANCE TESTING IN ACCORDANCE WITH
SECTION 53 -5.3 OF ANSI /AWWA C153/A21.53 -34 01' WITH SECTION 10 -4.3,
OF ANSIrAW14'A CII0 /A2I.10 -S2 SHALL BE OBTAIN[') BY THE
CONTRACTOR \ND TRANSMITTED MITTCD TO THE OWNER.
6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON
BODY, BRONZED-MOUNTED, DOUBLE DISC WITH BRON_I: te[DCING
DEVICE AND 0- RIGH1 STUFFING BOX. VA,VLS SHALL BE DESIGNED
FOR :A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE
:
VALVES SHALL BE CLOW LIST 14, NiUCL LEI: COMPANY O. n2J.. r , OR M
H. ALL VALVES 12" IN DIAMETER AND LARGER, SHALL BE
INSTALLED IN A VAULT. SE L %;,ATER STANDARD DETAIL FOR 12" GATE
VALVE A\ SEMBLY VAULT AND I" BYPASS INSTALLATION.
,. FIRE
HYDRANTS SHALL
r 1. I (OPENING WTi THE
PRESSURE) GoN c HNC ro Awwn c -se 4 -30 WITH \ f INCH INLET AND
A t t 1 Or 5 INCHES, TWO 2 -1 /2 INCH HOSE NO.._LES WITH NATIONAL
STANDARD 7 INCH, 60 DEGREES V. THREADS, O.D. THREAD 4.575 AND
ROOT DIAMETER 4 -6263, 1 -1/4" PENTAGON OPERATING NUT OPENED B1'
TUi: :�iNG COUNTER CLOCKWISE (LEFT).
,,.
ALL '; 1 = !, MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM
COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATER MAIN 12
INCHES AND LARGER SHALL BE AT :A MININIUM OF 43 INCHES BELOW
FINISH G'2ADF. WHORE UTILITI" CONFLICTS OCCUR 4 \TER MAINS
ARK TO BL LOWERED 10 CLLAI:.
9. ALL WATER M\ NS SHALL BE PRESSURE TESTED AND DISINFECTED IN
AC OFDANCE WITH THE SPECIFICATIONS Or H- CITY OF RENTON
AND - W,ASH:NGTON STATE HEALTH DLPA: TNI ENT. ALL PRESSURE
T LSTI \G SHALL BC DONE IN THE PRESENCE OF A ..L. RFSCNTATIVL O'-
...E CITE' Or RENTON.
: -. A P CONS L CTION CONFERENCE IS P, `UII ED PRIOR TO ANY
O
C NS RUC1 'AN. A :MINIMUM OF 3 (THREE) WORKING KING DA S NOTICE 1S
REQUIRED FOR SCI- IFDULiNG. PRIOR TO SCHEDULING THE
PRECONSTRUCTION CONFERENCE :A PERMIT INFORMATION SHEET
A! S L SUPPLIED TO THE UTILITY ENGINEERS OFFICE. IWrNT1'-
FCLP 1i.UR NOTICE WILL [ REQUIRED PRIOR TO STARTING NL`.V
CONSTRUCTION.
.!. IT SHALL BC THE CONTRACTOR'S
RESPONSIBILITY TO SECURE ALL
NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
12. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND
.LTERS SHALL NOT BE DONE UNTIL ALL SERVICE AGRCEMLN'TS,
METER APPLICATIONS, CONSTRUCTION PER NIITS, AND PA . %IENT OF
FLES H AVE I}EEN MADL TO THE CITY OF RENTON.
13, ALL CONNECTION 70 EXISTING .MAINS TO BE ACCOMPLISHED BA' THE
CIT) OF RENTON, EXCEPT ',',LT TAPS '.VHICH MAY BE MADE BY
Ai 1 ..0\Uil V, IT TAP CONTRACTORS ',VITH PRIJ: APPROVAL Or F12OA'.
T•IL CITE' Or m_NION�. ALL NECrss,ARY rXCAVAT AND
MATERIALS TO B. 'PLIED BA' THE CONII.ACTOR AND .`.SON -SIT::
PRIOI: TO CPT1 N0111�ICn "FOONS.
!NSI �Crl »' t'1 L 1E r\CCOA'PLISH D A' A t PI SII NTA IAL F 11 -IE
C } OF RENTON. .T SHALL BI THE -NT CTO S SPO: M} 1Y
TO NO:.P A' TIIE I:TIL ,)r; :. ICNT HOURS IN .,L\ ,NCL OF
BACK T G ILLIN ALL CONST1 :l :1CTION. TFiL CONTRACTOR ',S WELL AS
i :N \S -BUILT
15. CON11,ACTO!, TO PEO'.IDE ;` UGS AND TEMPOP.:AEY !}LOW' -OFF
ASSE.MBLILS FOR TESTING AND PUR11 ACCEPTANCE PRIOR TO FINAL
TIE -IN.
16. ALL JOINT RESTRAINT M'STLMS (SHACKLE RODS, NU'TS, POLTS, ETC.)
SHALL BE AS MANUF=ACTURED 131' THE STAR NIANUF,ACTU!LIN'C
CO.MP:ANY OF COLUMBUS 01110 OR EQUAL- APPROVED IN ',; .ITI;N'G BY
THE CITY OI- RENTON.
... : \SPHAIT All CONGRCTE STREET PAVING SHALL BC S ',VCL:T TO
;,!I NI.MUNt DEPTIi OF TWO INCHES. OIL MAT STREETS MAY BE SPADL
C L'T. ALL SURFACE CON' CRETE, P,\ 'L\iEN"T, 5!DFA %LKS, CURB,
GUTTERS, AND DI:I \fEWA': 'RO\C HCS SHALL BE SA.,CL'T TO A
MINI.`.IUM DEPTH CIF T%%O INCHES Oi: 1, E.MOVED TO AN LL XISI I.NG
L ?PANSLON 301:NT.
A T[..'.iP OI :.iR I' COLD MIX ASPHALT PATCH SHALL IV: PLACED O ; -i HE
DA1 OF INITir \L EXC\V'AT ION 'XITI'. A PERMANENT, STALED P: \TCH TO
BE PLACED, To CITY OF RENTON POLICY, WITHIN TEN DABS. CALL
FOR SL;BGI.ADI: INSPECTION PRIOR TO PLACEML NAT OF FINAL PA ICI.
TRENCHES WILL NOT BE Lr FT OPEN OVER NIGHT '.VITHO'_IT PRIOR
n o THE INPT >: A COr.
19. FOR CITY PROJECTS SUCH AS 'LLCA'.C.TRY CONDUIT, THE PVC PIPE.
F /SED SHALL BE SCHEDULE 40 IN UNII!PROt'CD AREAS %N'D SCHEDULE
S', UNDE:i I.MPIZ IVED AREAS. ALL CFi L_VIC'AL PROC'_`S LI.NLS SI!:ALL BL
SCHEDULE S;i PVC PIPE.
USE UPC CHARTS
NO. 10 -1 PAGE 1 AhiG NO. 10 -2 PAGE
( 3 ( 33)
PRE' SUPE RANGE 00 r PSI
HYDRAULIC GRADIENT = 565
A B
C D E F
G H
I
PRESSURE
RANGE
55 -69 i6 -65
62 -70 52 -57 51 -55 49 -53
55 -60 53 -53
53 -57
FIXTURE
UNITS
252 120
163 136 63 102
102 119
102
METER & STREET
SERVICE SIZE
1 -1/2" 1 -1/2"
2" 2" 1 -1/2" 1 -1/2"
1 -1/2" 1 -1/2"
1 -1/2"
BLDG.SUPPLY
SVC. LINE- SIZE
2" 1 -1/2"
1 -1/2" 1 -1/2" 1 -1/2" 1 -1/2"
1 -1/2" 1 -1/2"
1 -1/2"
REC
P.R. 57
F.U. 21
M & SSS 1"
BSSLS 1"
r!144; 714A
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ISSUE DATE
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