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!o A PORTION OF THE N.E. 1/4.OF SECTION 18, T23N, R5E, W.M.
RENTON, WASHINGTON
LEVEN HANGAR — WATER"MAIN
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:
lAnk TO �} NEW BUILDING
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-SD - - -
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2° TAP & 2" TEMP. BLOW -OFF ASSEMBLY
1 -8" PLUG (MJ) TO EAST
1 -FIRE HYDRANT ASSEMBLY, 6" G.V.
EX. SIGN
GONG. THRUST BLOCKING
AFTER
EEX. 12" WATER MAIN
'S5 i=0 AV i 22 (mm) MATaa U i
z
3
k to izts. SM.
MEN + k M�+D6a FKIE
1
okam k sut JOAT
!E =2b�-
2 -2" TEMP. B.O. ASSEMBLYS
2 -8" PLUGS (MJ) W 12" TAPS
EtA1011E MIL ftmo iTtj
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-
RWVE EMT. NO
/
FIXED BOLLARDS
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ew
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!o A PORTION OF THE N.E. 1/4.OF SECTION 18, T23N, R5E, W.M.
RENTON, WASHINGTON
RUNWAY
EAST SSMH (
.,e.w PURFI.,.
LIf1 i $TA '�C'f� uRnm ru�n,nRON n1"u°c
• coottollmo 9w- samm R!M 25.13 TO Ex SANBTART StwR SYSTEM,
x 1N5 9BiOINE r° C4 ] 7 P'A*AFA7 k FILLED W/WAtER ±� PUMP TO Ex SW ALONG AIRPORT
O O A we Q la 34 II I `s� I !Mmm Ck aAm y �j TO BE ABANDONED TO tffW SANITARY 12+12
EM4R SIDE SEWER
� -+ s'.a 1 • PNASE A t
r 2 SOww AW$ tlgy7A �x a ` WALL B` DAP. � FOR NEFI B ND@IG
t- 1i Cc. b"ve"s "*-4w
1 N
LIMITS OF
LEASE (TIP-)
1M�7EA AS FOLSID ON
e \ I
I� I � � ' , ,� - BOE�+G PWaS. �
= R � ._.:,, T ;U�aiY iuiicli Ofi
EX. SIGN 60
MqT FTrti) \ h`
ft OkER AS _ iT " N 85'1OJ E
pan_zp Illy mt-
t {' OO ` e" -- - - 7L7T eLitA'T .•1 _ ✓ r EX. CITY \
WATER \ EX. EMN
_ _
O
t � s
- `aypwv �1I D- UPBY -- -�Fx POWER \ �ti6� -- - - -W ,-- --_- _-- - - - - -- i
i
.r `'x \ �, '!- t' U TYU3CAtE --- ---- ----- - - - - --
�'
n � x Pm
LEVEN HANGAR — WATER"MAIN
EX. 12 "WATER MAIN
STORM SEWER
T 221 OF 8' D.I.
-SD - - -
�F► w
w
I
cc i- 12 °X8" TAPPING TEE (MJXFL)
1- "a °X8 °X6" TEE (MJXFL) JJJ
71 pm
1 -8° VERT. CROSS (MJXFL) 2
CONIC. THRUST BLOCKING
2 - 8" BUND FLANGES, (1) W/
SEE BEFORE & AFTER
DETAILS BELOW
2° TAP & 2" TEMP. BLOW -OFF ASSEMBLY
1 -8" PLUG (MJ) TO EAST
1 -FIRE HYDRANT ASSEMBLY, 6" G.V.
EX. SIGN
GONG. THRUST BLOCKING
AFTER
EEX. 12" WATER MAIN
�EX. 12" WATER MAIN
_�T�...
s
-+-' MIN. hMIN.
I
v
1- 12 "X8" TAPPING TEE (MJXFL)
REMOVE 2 -8° PLUGS,
1 -8" TAP VALVE (FLXMJ)
2 -2" TEMP. B.O. ASSEMBLYS
2 -8" PLUGS (MJ) W 12" TAPS
2 TEMP. GONG. BLOCKS
& 2" TEMP. B.O. ASSEMBLYS
TAX[ WAY
RWVE EMT. NO
/
FIXED BOLLARDS
Wa• . .1
PER OTY OF
Too. 1• e
] 1 1
DO'] 1
'
i� la
RUNWAY
EAST SSMH (
.,e.w PURFI.,.
LIf1 i $TA '�C'f� uRnm ru�n,nRON n1"u°c
• coottollmo 9w- samm R!M 25.13 TO Ex SANBTART StwR SYSTEM,
x 1N5 9BiOINE r° C4 ] 7 P'A*AFA7 k FILLED W/WAtER ±� PUMP TO Ex SW ALONG AIRPORT
O O A we Q la 34 II I `s� I !Mmm Ck aAm y �j TO BE ABANDONED TO tffW SANITARY 12+12
EM4R SIDE SEWER
� -+ s'.a 1 • PNASE A t
r 2 SOww AW$ tlgy7A �x a ` WALL B` DAP. � FOR NEFI B ND@IG
t- 1i Cc. b"ve"s "*-4w
1 N
LIMITS OF
LEASE (TIP-)
1M�7EA AS FOLSID ON
e \ I
I� I � � ' , ,� - BOE�+G PWaS. �
= R � ._.:,, T ;U�aiY iuiicli Ofi
EX. SIGN 60
MqT FTrti) \ h`
ft OkER AS _ iT " N 85'1OJ E
pan_zp Illy mt-
t {' OO ` e" -- - - 7L7T eLitA'T .•1 _ ✓ r EX. CITY \
WATER \ EX. EMN
_ _
O
t � s
- `aypwv �1I D- UPBY -- -�Fx POWER \ �ti6� -- - - -W ,-- --_- _-- - - - - -- i
i
.r `'x \ �, '!- t' U TYU3CAtE --- ---- ----- - - - - --
�'
n � x Pm
WATER DATA TABLE*
0 CONTRACTOR SHALL VERIFY LOCATION
& SIZE OF EXISTING CITY WATER MAIN.
Q2
INSTALL
WATER METER PER
CITY OF RENTON STDS.
INSTALL:
1- 8'X8 "X6" TEE (MJXFL)
1 -8" VERT. CROSS (MJXFL)
2 - 8° BUND FLANGES, (1) W/
2° TAP & 2" TEN-°. BLOW -OFF ASSEMBLY
1 -8' PLUG (NJ) TO EAST
1 -FIRE HYDRANT ASSEMBLY, 6° G.V.
CONC. THRUST BLOCKING
* CONTRACTOR NOTE:
1) ADDITIONAL FITTINGS & PIPE
MATERIAL MAY BE REQUIRED.
IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO PROVIDE
THE NECESSARY FITTINGS AND
MATERIAL TO INSTALL THE
WATER SYSTEM.
2) WATER METER SIZE AND SUPPLY
LINE SHALL BE VERIFIED
W/ OWNER/ ARCHITECT.
E I /
EX. "SOUND ! I ,�'� �I // Ex. 4' c� -FM� \ tea.
¢� ,` ( a ,+ Ex, PAVING / PER BOEING PLANS
FLIGHT BUILDING MENFUELINCY GGNC (TYP) y
ac " -- R -- To REIAIIJ � 5'tATal BY Z ss 2�j
_ \ , . , �- r (31478 SF OFFI at1�RS - \ o.
-\ z \�° IRE CITY M
a. YhY -� RENTON WM
(wk 0, 1, ��' Y I f I 14L I col
w
e
0 I EXIST.J
1 1 1 1 1 - S
a\ i \— Y Ex. PAVED PARKING --� / NV E 2 90 CURB
� t
—a gut RS i °� ],ST EM RBI 3 ROT 25.00 \ EX. WMH I \ \
AAkA RIM 27.2
F_
S3SU °_24° o- - - - -? \v
[EtQi 1 \ \ EX. 6" CONC. I CB s
r' �{
•a
\i :1 4 5 \ \ RENTON
BOT_
•
FN
WV
FX SIGT 6 °C
4
�.ID > w,.. '.._,* • - C =1 =h_ _= .214.37 N 89°24.31 W Sb -- Ex, GATE .,
-- W_-- >- ------------W_ - -- _� �
w-
" AIRPORT FRONTAGE ROAD
wV
,_-
_
O Y Ex 6° CONIC
,QED WATER U SLu,LR I LAN Ex CONIC
APPROVED
RETROFIT Ex a� Of REIatCN�
Fit KO W"5 W/ 5 5TtK E
1 - -20' TOP 26.7 1 X 6"
Fits PER a?Y STANa Nv E 23 I CoNC �x s�GN
E, f3a4E ' w1Mjl'i�►- ij�t? Ex REBAR & cAP
OETAti c -az -44 ( !NV 23 23.o -_
DATA Bor 23.D Nlsoo7_ 151
r E!2vao5! ai6
i y
N ROL
SITE
AIRPORT
9FyJOh U
a� N. AIRPORT WAY
RENTON w S 2ND STREET J
S 3RD STREET
NSET BLVD W
167
VICINITY MAP
NTS
APPROVED
13 N80aw/ "k/ DATE NARta SO
LEGEND
DESCRIPTION
LEVEN HANGAR — WATER"MAIN
EX. 12 "WATER MAIN
STORM SEWER
T 221 OF 8' D.I.
-SD - - -
�F► w
w
I
cc i- 12 °X8" TAPPING TEE (MJXFL)
1- "a °X8 °X6" TEE (MJXFL) JJJ
1 -8° TAP VALVE (FLXMJ)
1 -8° VERT. CROSS (MJXFL) 2
CONIC. THRUST BLOCKING
2 - 8" BUND FLANGES, (1) W/
SEE BEFORE & AFTER
DETAILS BELOW
2° TAP & 2" TEMP. BLOW -OFF ASSEMBLY
1 -8" PLUG (MJ) TO EAST
1 -FIRE HYDRANT ASSEMBLY, 6" G.V.
BEFORE
GONG. THRUST BLOCKING
AFTER
EEX. 12" WATER MAIN
�EX. 12" WATER MAIN
_�T�...
s
-+-' MIN. hMIN.
I
v
1- 12 "X8" TAPPING TEE (MJXFL)
REMOVE 2 -8° PLUGS,
1 -8" TAP VALVE (FLXMJ)
2 -2" TEMP. B.O. ASSEMBLYS
2 -8" PLUGS (MJ) W 12" TAPS
2 TEMP. GONG. BLOCKS
& 2" TEMP. B.O. ASSEMBLYS
INSERT 8" SOLID SLEEVES (LB)
1 CONIC, THRUST BLOCKING
AND 8' NIPPLES SIZED TO FIT
2 TEMP. CONIC. BLOCKS
LANDSCAPE
WATER DATA TABLE*
0 CONTRACTOR SHALL VERIFY LOCATION
& SIZE OF EXISTING CITY WATER MAIN.
Q2
INSTALL
WATER METER PER
CITY OF RENTON STDS.
INSTALL:
1- 8'X8 "X6" TEE (MJXFL)
1 -8" VERT. CROSS (MJXFL)
2 - 8° BUND FLANGES, (1) W/
2° TAP & 2" TEN-°. BLOW -OFF ASSEMBLY
1 -8' PLUG (NJ) TO EAST
1 -FIRE HYDRANT ASSEMBLY, 6° G.V.
CONC. THRUST BLOCKING
* CONTRACTOR NOTE:
1) ADDITIONAL FITTINGS & PIPE
MATERIAL MAY BE REQUIRED.
IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO PROVIDE
THE NECESSARY FITTINGS AND
MATERIAL TO INSTALL THE
WATER SYSTEM.
2) WATER METER SIZE AND SUPPLY
LINE SHALL BE VERIFIED
W/ OWNER/ ARCHITECT.
E I /
EX. "SOUND ! I ,�'� �I // Ex. 4' c� -FM� \ tea.
¢� ,` ( a ,+ Ex, PAVING / PER BOEING PLANS
FLIGHT BUILDING MENFUELINCY GGNC (TYP) y
ac " -- R -- To REIAIIJ � 5'tATal BY Z ss 2�j
_ \ , . , �- r (31478 SF OFFI at1�RS - \ o.
-\ z \�° IRE CITY M
a. YhY -� RENTON WM
(wk 0, 1, ��' Y I f I 14L I col
w
e
0 I EXIST.J
1 1 1 1 1 - S
a\ i \— Y Ex. PAVED PARKING --� / NV E 2 90 CURB
� t
—a gut RS i °� ],ST EM RBI 3 ROT 25.00 \ EX. WMH I \ \
AAkA RIM 27.2
F_
S3SU °_24° o- - - - -? \v
[EtQi 1 \ \ EX. 6" CONC. I CB s
r' �{
•a
\i :1 4 5 \ \ RENTON
BOT_
•
FN
WV
FX SIGT 6 °C
4
�.ID > w,.. '.._,* • - C =1 =h_ _= .214.37 N 89°24.31 W Sb -- Ex, GATE .,
-- W_-- >- ------------W_ - -- _� �
w-
" AIRPORT FRONTAGE ROAD
wV
,_-
_
O Y Ex 6° CONIC
,QED WATER U SLu,LR I LAN Ex CONIC
APPROVED
RETROFIT Ex a� Of REIatCN�
Fit KO W"5 W/ 5 5TtK E
1 - -20' TOP 26.7 1 X 6"
Fits PER a?Y STANa Nv E 23 I CoNC �x s�GN
E, f3a4E ' w1Mjl'i�►- ij�t? Ex REBAR & cAP
OETAti c -az -44 ( !NV 23 23.o -_
DATA Bor 23.D Nlsoo7_ 151
r E!2vao5! ai6
i y
N ROL
SITE
AIRPORT
9FyJOh U
a� N. AIRPORT WAY
RENTON w S 2ND STREET J
S 3RD STREET
NSET BLVD W
167
VICINITY MAP
NTS
APPROVED
13 N80aw/ "k/ DATE NARta SO
LEGEND
DESCRIPTION
NEW
EXISTING
STORM SEWER
--SD —
-SD - - -
SANITARY SEWER
—SS—
—SS
WATER
—W _
___w ---
FIRE HYDRANT
Jil
0
WATER VALVE
z
WATER METER
CATCH BASIN
SEWER MANHOLE
O
LIGHT FIXTURE
AC PAVING
LANDSCAPE
CURB
FENCE
GUARDRAIL
UTILITY CONFLICT NOTE:
CAUTION:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
OF ALL EXISTING UTIUTIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILI .ES
AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF
THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
WHETHER OR NOT CONFLICTS EAST. LOCATIONS OF SAID UTIUTIES AS SHOWN ON THESE PLANS
ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFUCTS SHOULD OCCUR, THE
CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO
PROCEEDING WITH CONSTRUCTION.
LEVEN HANGAR FACILITY '� F• PpE
243 W. PERIMETER ROAD, MUNICIPAL AIRPORT e4 Wasyyc
RENTON, WA °
270 0
WATER & SEWER PLAN F S ' Ems`
EXPIRES RE 3 8 2001
C2 OF 3 i / /Yv
POE Engineering, Inc.
CIVIL & STRUCTURAL ENGINEERING /CONSULTING
400 WEST GOWE STREET, SUITE 310
KENT, WASHINGTON 98032
(253) 859 -5121 / FAX (253) 859 -5207
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�+'+.d%• 3i. FF. � 25.33
u
T'-IS (S) P.E1W4E EX�? IMdI
I REP' tM W/ CoNc, SLAB
/ TAXI WAY
........ ....... ........................ .... ............
I 'ti -0+0' (CR PA"
1 FIXED
'^ "S
O OWNERS OPTION) TO
TRANSTiON GRA3ES &
BOI-LARDS
PER CITY OF
RENTON STDS
I-
DIRECT RM -OFF
T
T 1
375.0' -1
PLAN
W&J�G RUNWAY
BEYOND
4- Z
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W
U
Cell
d
FA W4$Jij
22 .....
CK w IGCP---1
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LXA1OM
Et % 41twv I
STJ�Rpy
F`04 .erf, kkw' S'IKA", Be CDWr- 1yg,q, EZ%uAL TO Ir " F -5 1'0 �
OR SOW TYPE S UCm AS ^L LOW W( + °i u , • W & >ti in
A%0 WU.E,LEER SyKR CE*'4. O% 200 0TW 6' WEC)"4%4A. :4N'T
WAtw VALE OPEIW04 Ir40 2 -t/r CION OECrIONS
14Afi0WA,L 51Al41DARD TWWA%03. 4' IP'lb%%A" c' F%ftIEEC%ft OGr OF ;
SEATUE TWA" 011I# A WORT2 AZ1,PT0 a SEATTLE TREAD
: s' sman- ATTAR WTW 11W S A.AYLESS S1EU
s -a /4z mFw =4 u >Qr.,saL:g sze?,WAN7 TO tit IiAiIN r1TH r06 CoA1S CW 1AL beT FeESEGArive P
9'A^11 no 43-M SOEW VVIL00 CA RENA4.
rlyw:¢ai C1" TO FARCE MOAlDNAT ALSSIEWSI.s. E
FOE %"Im"', £X'JE-v'9ow TO K um IS W0,00
....... ... 24
- •.... 7f ld .... .............
WATER I'RAVILF IL!
.. 22
........ ....... ........................ .... ............
..... -._------------------
_.'.20
........... .......... I.......... _.. .................
9 =D' YE.t6
.._.:18
....... ... 24
- •.... 7f ld .... .............
......... ..............
.. 22
........ ....... ........................ .... ............
..... -._------------------
_.'.20
........... .......... I.......... _.. .................
- ... _ ..... ...........
.._.:18
Oa tr. SE :NO BACK 04' SIDEWALK
t T?-AT IS AO.ACENT TO CURB
TV'K3 -PIECE CAST IRON VALVE BOX VVHTH LUG TYPE COVER.
!� EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8' TOP SECTION WITH
REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION
a:k REOU,RLU (SEE DVIV. OR46 / PAGE SOSO).
MAX 4' A I
u ' I RAISED PAVEMENT MARKER TYPE 88 AS
I
II / STIMSONITE TWO -WAY BLUE.
x
s!<A /% CONCRETE BLOCKING
� fi � Vo�Y IGI
C,JD&CR4ETE 8�.fCKLSC
C :_ ^,_s TUE. w',- €- FLAAAC.E SIDE OUTLET.
`6' GATE VALVE (FL X MJ) AWWA C -503, RESILIENT SEAT
F - 6 Cvc'm E E IRON PIPE. LASS 52 CEMENT LINED. LENGTH TO FIT TWO 3/4'
STEEL TIE ROOS SEE STO DETAIL FOR TIE ROOS.
WATER UTILITY- GENERAL NOTES
1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS
OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA
STANDARDS AND SPECIFICATIONS, AS APPROVED BY THE CITY OF RENTON, A SET OF
APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 AM TO
3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION
DIVISION AT 277 -6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED
BY THE TRANSPORTATION DIVISION AT 277 -6222 24 HOURS IN ADVANCE. THE POUCE
DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE.
3. 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 OR DISTURBANCE. FOR UTILITY LOCATE CA-1 48 -HOURC LOCATORS,
1- 800 -424 -555. _
4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA
C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND
SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE
PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE
INSTALLED SOUTH OF SUNSET BLVD. (EMPIRE WAY, SR 900) AND WEST OF SR 167 (EAST
VALLEY FREEWAY) OR IN SOILS OF HIGH RESISTIVITY SHALL BE POLYETHYLENE WRAPPED
PER ANSI /AWWA C105 -77 STANDARDS.
5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED
AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI /AWWA C110/010-82. CEMENT
UNNG SHALL BE IN ACCORDANCE WITH ANSI /AWWA C104/A21.4 -85. IF FITTINGS ARE
3 INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS
SHALL BE ACCORDANCE WITH EITHER ANSI /AWWA C11O/A21.10-82 OR .ANSI /AWWA
C153/A21.53 -84. 3INCH TO 12 INCH DIAMETER FITTINGS WHICH HAVE MECHANICAL
JOINTS AND /OR FLANGED JOINTS SHALL BE IN ACCORDANCE WITH ANSI /AWWA
CI10/A21.10.82 OR A COMBINATION OF ANSI /AWWA C110/A21.10.82 AND ANSI/AWWA
C153/A21.53 -84 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL
JOINT(S), MAY BE IN ACCORDANCE WITH ANSI /AWWA C153/A21.53 -84 AND THAT
PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WTH
ANSI /AWWA C11O /AA21.10 -82. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION
53.53 OF ANS /AWWA C153/A21.53 -84 OR WITH SECTION 10 -4.3 OF ANSI /AWWA
CIIO /A21.10 -82 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE
OWNER.
6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, BRONZED -
MOUNTED DOUBLE I WITH R -
0 DISC BONZE WEDGING DEVICE AND O-RING STUFFING BOX.
VALVES SHALL BE DESiGALD FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI.
GATE VALVES SHALL BE CLOW UST 14, MUELLER COMPANY NO A2380, OR M & H.
ALL VALVES 12' IN DIAMETER AND LARGER, SHALL BE INSTALLED IN A VAULT.
SEE WATER STANDARD DETAIL FOR 12' GATE VALVE ASSEMBLY VAULT AND 1' BYPASS
INSTALLATION.
7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WTH THE PRESSURE) CONFORMING
TO AWWA C- 504-80 WITH A 6 INCH INLET AND A M.V.O. OF 5 INCHES, TWO 2 -1/2
LOCH HOSE NOZZLES WITH NATIONAL STANDARD 7 INCH, 60 DEGREES V THREADS, O.D.
THREAD 4.875 AND ROOT DIAMETER 4.6263, 1 -3/4 INCH PENTAGON OPERATING NUT
OPENED BY TURNING COUNTER CLOCKWISE (LEFT).
8. ALL WATER 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 MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFUCTS OCCUR,
WATER MAINS ARE TO BE LOWERED TO CLEAR.
9. ALL WATER MAINS SX (6) INCHES IN DIAMETER AND LARGER SHALL BE CLEANED
PITH PIPE CLEANING 'PIGS' PRIOR TO DISINFECTION. THE 'POLY PIGS' SHALL BE
GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 1B /CU FT. DENSITY FOAM
WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF 'PIG" ONLY.
'PIGS' SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CITY
WILL ASSIST THE CONTRACTOR WHO WILL PERFORM THE CLEANING OPERATION.
A. ALL WATER MANS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF
200 PS 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 TIE PRESENCE OF A
REPRESENTATIVE.. OF THE CITY OF RENTON
B. ALL WATER MANS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF
A 50 PPM (MINIMUM CONCENTRATION) CHLORINE /WATER SOLUTION. DRY CALCIUM
HYPOC HLORITE SHALL NOT BE PLACED IN THE PIPE AS LAD. CHLORINE SHALL BE
METERED/INJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7- 11.3(12)F OF
THE STANDARD SPECIFICATIONS REFERENCED IN I ABOVE.
10. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION.
A MINIMUM OF 10 (TEN) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING, PRIOR
TO SCHEDULING THE PRECON A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE
UTILITY ENGINEER'S OFFICE. TWENTY -FOUR NOTICE WILL BE REQUIRED PRIOR TO
STARTING NEW CONSTRUCTION.
11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY
PERMITS PRIOR TO STARTING CONSTRUCTION.
12. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, UNE 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.
13. ALL CONNECTION TO EXISTING MANS TO BE ACCOMPUSHED BY THE CITY OF
RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS
WITH PRIOR APPROVAL FROM WATER UTILITY SECTION. ALL NECESSARY EXCAVATION
AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CI-1,
NOTIFICATIONS.
14. INSPECTION WILL ACCOMPUSHED BY A REPRESENTATIVE OF THE CITY OF RENTON.
IT SHALL BE THE CONTRACTOR'S RESPONSIBUTY TO NOTIFY THE CITY INSPECTOR
24 HOURS N ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR AS
WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWINGS.
15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLES FOR
TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE -IN.
16. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL
BE MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO OR EQUAL
APPROVED IN WRITING BY THE WATER UTILITY SECTION.
IT ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO MINIMUM DEPTH
OF TWO INCHES. OIL MAT STREETS MAY BE SPADE CUT, ALL SURFACE CONCRETE,
PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE A SAWCUT
TO A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT.
18. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF
INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF
RENTON P^vuC Y, WI 1- T` INSPECTION PRIOR TO
PLACEMENT OF FINAL PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT
PRIOR WRITTEN APPROVAL OF THE INSPECTOR.
19. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL
BE SCHEDULE 40 W UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED .AREAS. ALL
CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE.
SANITARY SEWER NOTES & SPECIEICATIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST nI N OF THE
t ED 0 t
WSDOT /APWA STANDARDS AND SPECIFICATIONS.
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO
8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN
WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL STREET
CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTA "ON
DIVISION 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT,
AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS
FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE
CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND
CITY OF RENTON STANDARD SPECIFICATIONS.
4. ALL LOCATIONS OF EXISTING UTIUTIES SHOWN ARE APPROXIMATE AND IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT
LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED
PRIOR TO STARTING NEW CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED
BY A REPRESENTATIVE OF THE CTY OF RENTON.) IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE CITY NSPECTOR 24 HOURS IN ADVANCE OF BACK-
FILLING ALL CONSTRUCTION.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES
OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE
CONSTRUCTION SITE.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE
AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
B. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION,
SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
9. A COPY OF THESE APPROVED PLANS MUST BE ON .THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
10. 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.
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS
MATH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES,
THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE
COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE
PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER
PIPE SHALL BE THE SAME AS DESCRIBED.
12. OPEN COT ROADS CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED
ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED.
CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A
CONTINUOUS UNE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER
BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED
WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWSE
STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION Or
ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
I ON A PROPERLY PREPARED
15. A PIPE AN APPURTENANCES SHALL BE LAD
ALL D
FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF
WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP
OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF
REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH
OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING
BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE.
16. SANITARY SEWER PIPE SHALL Be' POLYVINYL CHLORIDE (PVC) RUBBER GASKETED
ASTM D 3034, SDR 35, OR DUCTILE !RON CLASS 50.
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM
18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL
DIRECITONS TO MATCH PAVING.
r /
UTILITY CONFLICT NOTE:
CAUTION:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
OF ALL EXISTING UTIUTIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES
AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
AND THEN POTHOLING ALL OF
1H1 SHALL INCLUDE CALLING UTILITY LOCATE ®1-800-424-5555
S LL CL
THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS
ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE
CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO
PROCEEDING WITH CONSTRUCTION.
LEVEN HANGAR FACILITY I I, F. po
P" WASy f
243 W. PERIMETER ROAD, MUNICIPAL AIRPORT
RENTON, WA
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NOTES & DETAILS sroNA` ENp
EXPIRES 3/8 2001
C3 OF 3 ze,r /49
6 : 4 : :.� M- POE Engineering Inc.
CONCRETIE 6t COCK
LkNOER "YORANT 1/3 CU YO WAS04CO DRAIN ROCK (3" TO 3/8')
APPROVED APPROVED APPROVED CIVIL & STRUCTURAL ENGINEERING /CONSULTING
400 WEST GOWE STREET, SUITE 310
EIRE HYDRANT ASSEMBLY KENT, WASHINGTON 98032
wv* sa ?"Jri? BYe9:..A DATE 3-22-49 BY DATEy L)'_ `DATE (253) 859 -5121 / FAX (253) 859 -5207
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