HomeMy WebLinkAbout1637 W 10th St - Engineering
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CITY OF PORT ANGELES
PUBLIC WORKS - BUILDING DIVISION
321 EAST 5TH STREET PORT ANGELES, W A 98362
PUBLIC WORKS CONSTRUCTION Issued: 5/08/98 LC Permit No: 809
& R/W PERMIT Cond: Work Order: 0
OWNER/APPLICANT------------------------PROPERTY LOCATION------------------------
BRUCE & ERIN JOHNSTAD 1637 10TH ST W
1637 W.10TH ST Lot: 11,12
Port Angeles,WA98363 Block: 307 Long Legal:
360/452-3043 Sub: TPA
PROJECT INFO--------------------------------------------------------------------
Work is INSIDE traveled road Value Work: $0.00
~
'\J\\
Performance Bond Required: N/A Amount: $0.00 ~
Proof Insurance:
Work to Perform: INSTALL * Watermain * Storm Drain ~
* Sanitary Sewer * u~derground Tele/Ele ~
PROJECT NOTES------------------------------------~:~:--------------------------~~
INSTALL 6' CONCRETE SIDEWALK SCHOOL WALKING PATH
PRIVATE PRESSURI ZED SAN SEWER IN ALLEY c> C> =:;i:L ~
~{P(}O~ ~ ~p-t:I P-7 ~1 ~=#:./Oz.c>D,~ec ~U~
~~~/';9r
PROJECT FEES ASSESSMENT---------------------------------------------------------
R/W Excav: * $40.00 San Sewer SFR: * $80.00
Sidewalk: $0.00 _ I I-.~ San Sewer MFR: $0.00
Curb/Gutter: $0.00 #J ;j/~/fo Add Unit: 0
Driveway: * ~125.~1 Other San Sewer: $0.00
Dwy Culvert: $0.00 Sew Tap Wye/Man Tap: $0.00
Street Cut: $0.00 Sew Cap/ W/M Removal: $0.00
Other R/W: $0.00 Alter/Repair Sewer: $0.00
Fire Hydrant: $0.00 Storm Drain Tap: $0.00
Res Water Serv: * ~50.00~ Catch Basin per ea: $0.00
* 5/8" Sewer System Dev: * $642.00
3/4" Milwaukee Dr~ Sew Assess: $0.00
1" R/W Use Perm: $0.00
Comm Water Serv: $0.00 D.R.A.: $0.00
1" Admin Costs (D.R.A): $0.00
1 1/2" Misc: $0.00
oth wa~:r Servo $~ 4b-/c,f t~1 ~";d~5/f'T4r~~~~~~=~77/7'lE
Water Sys Dev: * ~3. 00 IJ.,J /41;1 8'r'" rJ? TOTAL FEE: 1;2,320.00
---- r~ AMT PAID: $2,320.00
Receipt No: -----------------------
Inspection Fee: $0.00 BAL DUE: $0.00
Plans Required: N/A
Contractor: OWNER
Start:
Finish:
/
/
/
/
RfW
SANIT AR Y
WATER
DWY
STORM
DRA
OTHER
Separate Permits are required for electrical work, utilities, private and public improvements. This permit becomes null and void if work or
construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days
after the work as commenced or if required inspections have not been requested within 180 days from the last inspection. I hereby certify
that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing
this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to
violate or cancel the provisions of any state or local law regulating construction or th ormance of construction.
,
Signature of Contractor or Authorized Agent
Date
Date
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CITY OF PORT ANGELES PUBLIC WORKS DEPARTMENT
ACCOUNT PERMIT ACCOUNT
NAME NUMBER NUMBER
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~~ -- -,529619
(5292~:'
~(52 9626
ons ruc on
Plan Check Fee
SurchargeU($4 "50)
Plumbing-
Mechanical -----
Sign ~ ~--
ElectllcalPermitstmspections
House Moving
PSldbel~al!<l.P.~~~WaY/CUrb pereitlRlgnt of Way Permit )_
u Icatlons
Blueprinls-AenaJ -.-.-.. ,---,
Engineering Service Fees
CTe-cir/Grade Permit
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DOLLAR
AMOUNT
700 94~9
0012291000
7009212
7009213
-70n 9214
911 9:'37
--- 7009626
--700 9228
---700 1i409-- -----~
----7DO 9429
----700 9462
70lf924 i ----
-600 9677 ------
--0009449
--700 9426
oOT2392000
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$M2 DD
$BO no
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715 9634
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753 9403
753-9619 --
--7r;39Ri9
753 9619
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354 9619
354 9403
354 ~ 223
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Milwaukee Or Assessment
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C pC(Ol,dary Sewer Assessment
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ACCOUNT PERM IT ACCOUNT DOLLAR
NAM E NU M BER NU M BER AMOUNT
\,;onsuuCtiOn (UU.~..Cll
Plan -cneck Fee
Surcharge ($4 50) UU1,
Plumbing (UU ~;!'I;!'
Mechanical (UU ::1oL I';>
Sign 700.9214
Electncal permits I Inspections 911 9237
House Moving 700 9626 - -
Sidewalklonveway/Curb PermitlRight of Way Permit CK" () c~ lUu.9228 I 2 ~
Pul)fications 100 9409 "
Bluepnnts- Aenal 7009429
cngineenng Service Fees 700,9462
Clear/Graae Permit 700 9241
I=ire Inspect/permit t-ee 600 9~
I=lre-sj)nnkler Plan ReView Fee 600 9~ ~
Administration Cost (5%) (UU l::I'
ORA Fees Plus Interest 001,
PBIA ooU .2319200 nO
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........
Storm TYrainl Tap (o;!..~o I~
Street! Alley Kestoratlon
SMI Co-op ~;!..::10oLO
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OtherFund
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Property Sales 715,9634
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Water System uevelopement Charge {oj 94Uj
Hot Tap (watermain) 7539619
F.H. Trlstalll Meter 7539619
W/M Installation 7539619
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Sanitary Sewer T ap/Cap or MH 1 ap 3549619
Sewer-S-ystem Oevelopement Charge 354 9403
Sanitary Sewer Permit 354 9223
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MilWaukee Dr Assessment
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Secondary Sewer Assessment {57 9033
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RECEIPT # I\i 0 3 8 9 0
. j
t-ILL-IN COMPLc TEL Y-I v I AL ALL '-', ,'-''-' IVIAL
CITY OF PORT ANGELES PUBLIC WORKS DEPARTMENT
~()HN5r,4D
/&3 '/ w/()~
CITY OF PORT ANGELES
DEPARTMENT OF PUBLIC WORKS
. . . . . . . . . . . INSPECTION REPORT. . . . . . . . . . .
REQUEST
Date If -- f- f'F
Time
Received by
(phone, person)
Location of Work to be inspected
Name of person requesting inspection
Address of person requesting inspection
Type of Inspection (circle appropriate one)
/(, 3 ( ,w / 0 .f/\.
-,- CUI' C. b y:-
/ 7 r~ tr- B '
Phone No
Permit No
>Joe;
Other W~r
o u~ "
Sewer Foundation Framing
Chimney Plumbing Final Sewer Excav
INSPECTION NOTES
Inspected Date
Remarks
Time
.AJ --e4..)
5---e..--v u, c '-'<-
By
) )< ;) /~ L-u c~-I-u--
/ 11/ s ~ If t3L +l 0 Jl"'l (
c.. z,q f
J:::;; q 7 70 b93 9
7 .
~ NIf' J Y ') /1 ' ( R-
StVU'
V\, 1)7
~
.tI ~<f C-J:-
, :> 5'
/d ~)1
RESTORATION REQUIRED
YES
NO/~
SURFACE RESTORATION
SURFACE TYPE 0 Unimproved 0 Gravel
o Repaired by City
o Repaired by Permittee
o No Damage Found
o Asphalt 0 PCC 0 Other
Wor~der # II 0 S-
[]YCOMPLETE
o INCOMPLETE
(Continue on reverse side if necessary)
STREET SUPERINTENDENT
(DATE)
BUILDING PERMIT INSPECfION RECORD
CALL 417-4815 FOR BUILDING INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER,
INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION.
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE
INSPECTION TYPE DATE ACCE'J'TD) COMMENTS
I YF1> NO
FOUNDATION:
FOOTINGS
WALL'i
FOUNDATION DRAINAGE
ELECTRICAL (UGHT DEn)
ROUGH-IN I I
PLUMBING
UNDER FLOOR I Sl.AB
ROUGH-IN
WATER llNE
BACK FLOW I WATER
AIR SEAL
WAILS
CEIUNG
FRAMING
JOISTS I GIRDERS
SHEAR WAlL
WALL'i I ROOF I CEIUNG
DRYWAlL
T-BAR
INSULATION
S l.AB
WAlL I FLOOR I CEIliNG
MECHANICAL
CillMNEY
WooDSTOVE I PELlET
DUCTS
PW UTU..ITIES I SITE WORK (Engineering Division)
WA TERllNE I METER
SEWER CONNECTION
SANITARY
STORM
SITE DRAINAGE I EROSION CONTROL
PARKING
OllIER
FINAL INSPECTIONS IlEQUIRFJ) PRIOR TO OCCUPANCYIUSE
RESIDFNI1AL DATE YF1> NO COMMERCIAL DATE ACCEPTED
YF1> NO
ElECTRICAL UGHT DEPT 417-4746 ElECTRICAL
UGHT DEPT
CONSTRUCTION R.W I PWI CONSTRUCTION R.W
ENGINEERING 417-4807 PW I ENGINEERING
FIRE (MULTI-FAM. ONLY) 417-4654 FIRE DEPT
BUlillING 417-4815 BUlilllNG
GENERAL COMMENTS:
PW-II02.13[4/96)
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CRITERIA FOR
SEWAGE WORKS DESIGN
State of Washington
Department of Ecology
'.
Revised October 1985
DOE 78';"'5
. .
restored, and should have sufficient capacity to pro-
vide power for lighting and ventilating systems and any
other station systems affecting capability and safety,
in addition to the pumping units.
.
3.35 Storage
Where storage is provided in lieu of an emergency power supply,
wet well and tributary main capacity above the high-level alarm
should be sufficient to hold the peak flow expected during the
maximum power outage duration during the last 10 years.
3.4 Force Mains
3.41 Size
Minimum size force mains should be not less than 4 inches in
diameter, except for individual home as provided for in section
2.32.
3.42 Velocity
At pumping capacity, a minimum self-scouring velocity of 2 feet
per second (fps) should be maintained unless flushing facilities
are provided. Velocity should not exceed 8 feet per second.
An air relief valve should be placed at the necessary high points
in the force main to relieve air locking.
.
3.43 Air Relief Valve
3.44 Termination
The force main should enter the receiving manhole with its center-
line horizontal and with an invert elevation that will ensure a
smooth flow transition to the gravity flow section; but in no
case shall the force main enter the gravity sewer system at a
point more than 1 foot above the flow line of the receiving man-
hole. The design should minimize turbulence at the point of
discharge.
Consideration shall be given to the use of inert materials or
protective coatings for the receiving manhole to prevent deter-
ioration as a result of hydrogen sulfide or other chemicals
where such chemicals are suspected to be present because of
industrial discharges or long force mains.
3.45 Materials of Construction
The pipe material shall be adapted to local conditions, such as
character of industrial wastes, soil characteristics, excep-
tionally heavy external loadings, internal erosion, corrosion,
and similar problems.
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~OjRTANGEtE:S
WAS H I N G TON, U. S. A.
PUBLIC WORKS & UTILITIES DEPARTMENT
DATE: June 15,200 I
FROM:
MICHAEL QUINN, CITY MANAGER
GARY W. KENWORTj;), P.E., DEPUTY DIRECTOR OF ENGINEERING/CITY ENGINEER
To:
SUBJECT:
JOHNSTAD PRIVATE SEWER LINE BACKGROUND
There have been many issues raised regarding the Johnstad sewer line following the start of
development for the Ireland residence. The primary questions raised involved whether new
development in the area would be required to hook up to the Johnstad line and ifMr. Ireland was
getting special consideration.
In regards to the hook ups to the Johnstad line, the City cannot require anyone to hook up to a private
line. At the onset of the Johnstad development we provided information regarding the developer
reimbursement agreement and development standards that would be required (i.e. pump station and
force main would have to meet our standards before we would accept and maintain). The Johnstads
chose to develop the force main as a private line. The fact that the line is private is noted boldly on the
attached plan. In addition it should be noted that the plan clearly indicated that they intended to only
serve eight lots to the south of their line. Mr. Ireland's lot is north of the line and was not indicated for
servIce.
Regarding special consideration for Mr. Ireland I have attached the permitting fees for both
developments which shows that no preferential treatment was given to either party. I did advise Mr.
Ireland during permitting of the Johnstad sewer line and that he should try to work out an agreement
to hook up. He stated that their cost to hook up was higher than his construction cost. Both
developments were required to install 4 inch force mains since both indicated that others may be
connecting to the line in the future.
The only latecomer agreements that are supported by the City are when developers install utilities or
other public facilities constructed to City Standards and maintained by City crews. The City has not
entered into or supported private agreements which require property owners to connect to and pay
fees to developers of private utility lines which are not maintained by the City.
Attach: Plan & Permit Fees
cc: Glenn Cutler
Craig Knutson
Tim Smith
N;\PWKS\WW A TER\jnsIJ.wpd
..
PUB/LlC WORKS & R/W PERM/T
[J Attached Notes
OWNER/APPLICANT
Dave Ireland
Issued: 5/22/2001
Permit No:
Work Order:
1169
o
PROPERTY LOCATION
903 K ST S
Lot: 9 & 10 Block: 307
Subdivision: TPA
Parcel No: 063000030740000 0 Long Legal
Port Angeles, WA 98360
000/600-0000
PROJECT INFO ------
Work is:
Value Work:
$0.00
I2lans Required: Start Date: _ / / _ EinishDate: / I
Contractor: OWNER 206/000-0000
Performance Bond Required: Amount: $0.00
Proof of Insurance:
fV1 191 Sanitary Sewer rv1
Work to Perform: ~ Install ~ ~ Misc roadway
o Repair ~ Storm Drain
~ Watermain 0 Underground Tele/Elec
PROJECT NOTES
install pressure main in 9th street K street east to "I" st.,
FEES ASSESSMENT
1.) RIW Excav: $45.00 15.) Other San Sewer: $0.00
2.) Sidewalk: $0.00 16.) Sew Tap Wye/Man Tap: $0.00
3.) Curb/Gutter: $0.00 17.) Sew Cap/ W/M Removal: $0.00
4.) Driveway: $0.00 18.) Alter Repair Sewer: $0.00
5.) Dwy Culvert: $0.00 19.) Storm Drain: $0.00
6.) Street Cut: $0.00 20.) Catch Basin per ea: $0.00
7.) Other RIW: $0.00 21.) Sewer System Dev: $745.00
8.) Fire Hydrant: $0.00 22.) Milwaukee Dr. Sew Ass: $0.00
9.) Res Water Serv: 5/8" $640.00 23.) RIW Use Perm: $0.00
10.) Comm Water Serv: $0.00 24.) Admin Cost (DRA) $0.00
11.) Other Water Service: $0.00 25.) DRA $0.00
12.)Water System Dev: $1,045.00 26.) Misc: RIW USE $60.00
13.) San Sewer SFR: $95.00 TOTAL FEE: $2,630.00
14.) San Sewer MFR: $0.00
add unit 0 Amount Paid: $45.00
Receipt No: 7628
Inspection Fee: $0.00 Balance Due: $2,585.00
.
.
PUBILlC WORKS & R/W PERMIT
o Attached Notes
OWNER/APPLICANT
BRUCE & ERIN JOHNSTAD
1637 W.10TH ST
Port Angeles, W A 98363
360/452-3043
PROJECT INFO
Work is: Inside Traveled Road
- ..Plans Required:
Contractor: OWNER
Performance Bond Required:
Proof of Insurance:
Work to Perform:
Issued:
5/08/1998
Permit No:
Work Order:
809
o
PROPERTY LOCATION
1637 10TH ST W
Lot: 11,12
Subdivision: TPA
Parcel No: 0630000307500
Block: 307
~ Long Legal
Value Work:
$0.00
Start Date:
//
Finish Date:
//-
206/000-0000
Amount:
$0.00
~ Install
o Repair
~ Watermain
~ Sanitary Sewer
~ Storm Drain
~ Underground Tele/Elec
o Mise
PROJECT NOTES
INSTALL 6' CONCRETE SIDEWALK SCHOOL WALKING PATH
PRIVATE PRESSURIZED SAN SEWER IN ALLEY
5600.00 sidewalk co-op pd on Bldg permit # 10280 rec # 3855 3/2/98
FEES ASSESSMENT
1.) RIW Excav: $40.00 15.) Other San Sewer: $0.00
2.) Sidewalk: $0.00 16.) Sew Tap Wye/Man Tap: $0.00
3.) Curb/Gutter: $0.00 17.) Sew Cap/ W/M Removal: $0.00
4.) Driveway: $125.00 18.) Alter Repair Sewer: $0.00
5.) Dwy Culvert: $0.00 19.) Storm Drain: $0.00
6.) Street Cut: $0.00 20.) Catch Basin per ea: $0.00
7.) Other RIW: $0.00 21.) Sewer System Dev: $642.00
8.) Fire Hydrant: $0.00 22.) Milwaukee Dr. Sew Ass: $0.00
9.) Res Water Serv: $550.00 23.) RIW Use Perm: $0.00
10.) Comm Water Serv: 0 $0.00 24.) Admin Cost (D.R.A) $0.00
11.) Other Water Service: $0.00 25.) DRA. $0.00
12.)Water System Dev: $883.00 26.) Mise: $0.00
13.) San Sewer SFR: $80.00 TOTAL FEE: $2,320.00
14.) San Sewer MFR: $0.00
add unit 0 Amount Paid: $2,320.00
Receipt No:
Inspection Fee: $0.00 Balance Due: $0.00
2. TIlE COIffRACTOR SilAU. COIffN:T TIlE CITY OF PORr MICD.ES FOR AJ.J. REOIJIRrD
iNSPECnONs.
J. BaJOING FOR AJ.1. PIIC SCWeR PIPE SilAU. BE: Cl-'SS 8 (SCE mENCH DrTAlJ. FOR
FlJRTkO? SP€ClF7CATICNS). TIlE FIRST un IS TO PROVII)l: AT t.<ASr SiX
iNCHCS OF BrDDiNG UNOCR ANY PORTION OF TIlE PiP€:. rr SilAU. RE PlACED
BEFr:iRE TIlE PIPE: IS INSrAll..E:D. AJID rr SilAU. RE SPR<AiJ SiICJOTHI. Y so THAT.
TIlE PiP! IS UN~ Y SUPPORTW ALONG TIlE BARREL '" '1I"8)I.IIST IJFTS OF
NOT ~ TIIAN SIX /NCHf;S TkICKNE;ss SilAU. RE 1NSTA/.1.D) TO A 0rPTI/ OF SIX
/NCHf:s O~ TIlE CROwN OF TIlE P/ff. fN;H un- SilAU. RE ~ ro 110
pE:RCDir OF JiAXJJ4lJM DDiSITY.
4. 8ACXF1U. A8CM" TIlE PIPE: ZONE: SilAU. RE ACCOI.IPi.JSHED IN SUCH A IlANNOI THAT
THE ~IPC wlU. NOT BE SHIF'TW our OF POstnoN NOR ~ 8'1 I4tPACT OR
Ovr:RLDA/lINC. 8ACKFII.J.. SilAU. RE CONSaUQltTW TO AT t.<ASr B5 PQlCOn
lJA<UlIJJI 0E:HsITY IN T1/E:NcHE:S IN UNPAVW AREAS; AJID TO AT t.<ASr i:j PQlCOn
"AXJIJIJII Iif.N:iIIY IN TRDiCIiE:S IJo/ AtW AREAS.
.5. CONTRACTOR SilAU. VU/JFY LOCITICNS AND DIIJENSiONS OF AJ.J. EX1ST1NC IJT1U-
TIES .wO IIIPROffilENrS PRIOR TO CONsT1ItJcTlON 'NHE:TIIE:R SHOW/{ ON TllE:SE PtJWS
OR NOT. TIlE ExISlTNCE: .wD APPRaxlliATE: LOCITIONS OF TIIE:Sr ST1ltJCT1.JRES
AND 1JT1U11E:S - OE:7FR"'INE:D BY SEN?cHINC AVAJUELr PIJ8/.JC OOCUl/DffS.
AND TIlE AC1U<L LOCITICNS WAY RE SOJIE:WHAT 0IFn:RENr. TIlE E1ICINl:ER IXiES
NOT lfARRAm THAT AJ.J. ExiSTING IITlUTIEs HAve BErN SHOW/{. rr SilAU. RE
TIlE CONTRACroR'S RE:SPONSilJJUTY TO NOTIFY TIlE APPROPRIATE l/T1W1f;S
I/MJL'.-.:D PfII()fI ro CONST1/tJC7loN ACTMTIES.
6. PIIC PiP! TIIROiJCH CONCRE:TE IWI.S
. WHEREVER A PIIC PIPE: IS GROiJTED IJo/ro A CONCRETE ~ TIlE FrJi.J..OWlNG
PI/OCiJ)/JRE SilAU. I1E /JS(1);
- SAND TIlE SURFACE OF TIlE PIIC PIPE: FOR A FiOIJGH TEXTlJI/E;
- IPKY P\IC GLUE TO TIlE FiOIJGH SU/lFACr;
- IPKY A COA1JNC OF SAND TO TIlE GLIJr; AJID
- GIiOIJT P\IC PIPE: IJo/ P/.ACr.
7. P/.JJ./P CHAJ.mOlS
. ALL PWP CHAiJIJERS SilAU. I1E liAOC WATER11CHr.
. PUIIP CHAJlRERS SilAU. I1E CLFAiIE:D OF IXiNSTRIJCTION RESiDI.JE AND DE8R1S
PfiKiR TO OPF:RAOON.
. THE SAND FlU SHOWN BELOw AU. PWP CHAJiBERs SJ.W.J. BE WEU. GRADED.
?ASS IOOZ TllFiOIJGH TIlE: 1/4-INCH SI~ ANa PASS LESS THAN lOX
IHIIOUCH TIlE 200 SIEVE TIlE SAND FILL SI-W.L BE: ClAIPACTF:D IN 6-1NCH
I_II UFTS TO !1.5.1" _I)j/ RElATM DOtSI7"r PE:R ~ D6$a.
. mE CONTRol. PANa. FOR EACH PI)"'P SilAU. BE: A SIJJPLEx UNrr WITII AN
ORDK:O NON-RE:SrTTABJ.E OIGlTAL DOSr COU!fl"E:R. AJ.J. PWiPS SilAU.
CCoNFoRII TO IMSHINGToN STATE: DrPAKTIIENr OF SOC>lL AND Hl:ALTII SERV-
ICf:5 AND LOCIL Hl:ALm 0Msi0N CUIOEl.JNE:S. TIIE:Sr CUiDWNE:S
TYPICAU.Y u.cWDr A PfJI.Ip UFT-Oi./T J./E:CHANISJ/. ON/OFF/RE:DIJNIJANT
OFr/ALARJJ J./E:JIC/JRY FLOAT SWITCHEs (. SEPAJlATF SWlTCHE:S AS SHOW/{).
M/I) " HIGH WA7D/ ALAR'" Sl-SIDi. TIlE AI.ARJ./ = SilAU. CONsIST OF
"U/)J() AND I<SL"I. INDICATORS PLACED WTTHIN TIlE P""<rx:HC<: ON AN
IU&11IiCAL CIIiCW ~TE f"ROIi 111& PIJJiP.
8. PIPE SKCfl:.\TIONS
. sa Pt.""S FOR COI.J..EC1ION =. Pl)IIP CHAJJ8ER, AND TRANsPoRT PIP<
SPfCIFICATIONS. AJ.J. PRE:ssuRE COiJ.ECTIQN smD/ AND T1IMiSPOKr
PlPCi SilAU. RE HIJ8 AJID SPKiOT.
. JOiIIT COi6>OUNDs SilAU. CONFOI/J/ TO ~ 0-2564.
.g. AT AJ.J. ""~eR UN< CROSsINGs (APPUrs TO ANY "'7D/ LINE t#fflfJN 10
FEU OF A SEWeR LlNE:). TIlE: SEWeR UNE: SilAU. BE: /NSTAll..E:D 18 INCHES
IJINIJ/WJ 8El.Ow THE WATER UNE.. IF 7HJS IIINJlIlJJJ SEPARATJON CNtINOr BE
IJAiHTAJIIiD. TIlE CONrRI.cTDf/ SilAU. DOIJ8I.E E:NG<.sE; THe S<WfR UNr IJo/ PIP/NC
WfTH THr SANe 5Pf:ClFlCAnONS AS TIlE SCWE:R LINe.
10. AJ.J. CONS1INCTION liA7D/1AI.S SilAU. RE STORE:/) AND 1NSTAll..E:D IN A CLFAiI
j,W;NE:R (PIPING, REaAR. ac. SilAU. BE Si.JPI>Omf:D ABOIof" IiROLIND PfII()fI TO
lNST'i.lATON).
11. UNLESS n IS 8E1NC 1iIORXE:D ON AT TkAT IIOUENr. J,l.L PtP€ 0i>DJJNGs SI-W.L BE:
C<M:R~ surnc'E:H1l.Y TO PRE:.WT TI;E CN1TU/;I;F: OF u.''''''".~~ ~
(SOiLS, ~.JCT/()N ~ Dr:.).
12. NO ORCAH: "'7D/w. "'/l.L 8E AlJ..OwCD IN ANY OF TIlE s.....o flU. "'TUbI.L OR
P/pc ~.~_ SP!t;;F'1/;!) ~ _ TkE:SE P_,,_ltiS CR _:.v 1~ _ NQTf:S. _
tJ. THE ~j'4'TC~..s;v.!..L BC'?E:SPONSlBlE FOR INSTALl.ATJO/I' OF THE' ~
= .....:LIJi.'ING MCC>Wv'CAL AND CLECi"RICAL fTEM$).
14. TIlt: COIiTlACrOR SH1JJ. OOCI)j'Dff ANY AND ALL CHANCE:s IJo/ OR D&lATIONS FROiJ
TkESl: PW/S NID SPECIFICATIONS ImH APPfIOIIAI. !l<TF NIl) AUTHORrrY FOR SAJD
~~ TNJS INFOR....T/ON ~ RE FlJRNJSHE:D TO THe CITY 0; PORT .
:1 N ~ IJ;CiIJI.E NOTfS ON PfIINrs OF Tkt:SE PlANS AND/OR CJwtCi:
1.5. NOIIliAI. CIY I:ONECTION ffES APPl.y.
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CO. INSTAIJ. CI.EANOlIT, SEE DF:r~1..
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F1JTI)RE SE*CC PVIIP CHAiJ8ER, SEE OET~L FOR SPEcs.
INSTAIJ. pvr; s.J.J. VAL~ SEE DET~1..
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CISr IiION RINC << ctNCR PER oSDOV
A.P'Ml.4 STD. PU.HS. DETAJL NO. 8-'&
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F1N/SiIED GRADE
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FW:JFr; 1llA7DI IltlRJC' SJ.IPPL Yo
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ASANI TRUE UNION
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WITH r SOUARE: OPERATWC NUT
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BALL
VALVE DETAIL
NO SCALE:
CAST IRON RINC .t COVfR PER WSDOTI
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FINISHED C/W}E
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C1.EANOuI; lJAXE s,wE
SIZE,wO Tl'PE OF PIPE
" IS T!W;SPORT PIPE. SEE
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110" SWEEP E1..l.
OR r.o 4S FJJ.S
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PI PC" 1"'1 LA A 1/"0 I I"r"
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8. PIPE SPtClF1CNIONS
.
sa I't.WS FOR COI.LECT1ON S):
SPCCiFICA 11ONS. J.U. PRESSI.JRf.
PlPCi SHIIJ.J. BE HUS AN/) SPIC<
JOINT COW'OUNDS SHIIJ.J. CONi(J
.
.g. AT J.U. 'NJ,TER/SE'NER liNE CfIOSSJNCS
FUr OF A SEWE:lI UNE). ",E SEWE:1I L
J,UNIJ,lU;'/ 8D..Ow THE WA.TER UN!:. IF;
""""TNNIJ). THE CONTRJ.cTORSHIIJ.J. 0.
...ITH THE SAIoIE SPtCIFICAnONS AS TIlE
10. J.U. COHSTIIUCTION lJAIDIIALS SHIIJ.J. BE
J./ANHER 1PtP1NG, 1IEBAII. ETG. SHIIJ.J. &
INSTAl/ATI:iN).
11. UNLESS n IS 8DNC WORKED ON AT 7HA
COVEJ/'J) sumclDflLY TO ""~ I>i/:
(SOILS, a..sTR'..cT/f)N OEBRIS. Dr:.).
12. NO ORCAA: ....IDIw. WIIJ. BE AlllJtrCO
PIPE e:.X>>tr._ ~ ON. TkESC P:'A}
----- T-;J:
'f1-4E'r.Gv<.li.'TCfl-5H;l.tL BE ,I?ESPONSJBlf:.
~':i~'ING MEC/W;/CAL ,w0 EL
14. THE CONTJACTOR SHJJ.J.. DOCUUENr ANY j
THESE PW/S AN/) SPECIFICATIONS It11/{ ,
~!'i. TM II/FORlJATION SHIIJ.J. BE
,wem:s H ~ LECJIJI.E NOn:;s ON I
0RDER.i
15. NORIIIJ. ar a:JNF:CTION iUS APPl. r.
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