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o= 3.Os 04 f STA Zt 81' C.I ID STA 2+ )4
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S C.I. TEE (MJ X FL) STL�.
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t CONCPETE BL KG. S" GATE VALVE (FL x MJ) oNGFZr= T E �Lo�K� t i - Z Z i2 �eN�
\ 3a+ L R..� _ tt N �
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x INv - 229 99 - I� W rONGR r TE BLKG ERr1caL 1.Y
-+4----8 NEW WATER MAIN 8 GAT,,- ",LVE W/LINE SIZE
-- ---� NEW FIRE HYDRANT ASSEMBLY, B`x8..x61.TEE,
6"GATE VALVE AND 9 HYDRANT
---- BEND W/CONCRETE BLOCKING,MFCHANICAL !r-)!NT-,
(MJ) UNLESS NOTED
-33 LINE CAP W/CONCRETE BLOCKING
--- -?ter----- TEE, MECHANICAL JOINTS UNLESS NOTED
BLOW OFF ASSEMBLY
-4 — REDUCER
—b0 12'— -- EXISTING WATER MAIN 9 BUTTERFLY VALVE
W/LINE SIZE
- EXISTING WATER MAIN & FIRE HYDRANT
NEW BUILDING SUPPLY LINE 9 WATER METER
c�
SS0
A BS m STREET SERVICE,WATER METER,BUILDING SERVICE
W M _
- — — -- — -- PHASED CONSTRUCTION LINE
___C 8"S S. NEW SANITARY SEWER MAIN W/LINE SIZE a MANHOL
8" S S.
^-_® --No, )� EXISTING SANITARY SEWER MAIN W/LINE SIZE S
S SVC MANHOLE
--- -♦ SIDE SERVICE LINE
CLEANOUT
� 1 �
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8" GAT E VA LV E (F L x MJ)
8" LAF WITH CONC. PLKG
NA . NA_ I.� "
5TA +D°4
PROPERTY LINE
STA 0+ I2,.
EX IST I NG 8" GATE VALVE
(FL x MJ)
WATER NOTES_
\ A�r
FLALL WORK SHALL BE IN ACCORDANCE A ITH STANDARDSCIFICATIONS OF THE CITY OF RENTON
LANDSCAPE METER 1
I- Lf 5 VG �� _)E `?VICE AND SIZE TI
\ \ \ I^ N cor,GReTE 5L.oc II`K ` ' TT� I3E_ VERIFIED BY
( NTKACTOR PRIOR WATER SUPPLY DATA
__-MAINTAIN 5'
MINIMUM D15TANCE
F FROM 5ANITAKY
z SEI�lER LINE
STA q +-
I -a" ZZ V20 G !
I/elzT 15Eriv O * 57 5 UT1_1 I" LCP-P5TOP
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\ I" pk \/
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� � 1' �i � \ , .- -� �, � \ 5T A O �� 501 , 4 L � 5TO YG L-_
TES. Ts �4 gf7TICAL A �'
� �_ �- \� I!' MffTEK -0
r \ w T L.l ► ` 5TA 0 + 5OUTH I Ck P5TO r, M4
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8 C. 1. 22 -1/2' sE1+10 \ \ ` 1 P�v uTUI�E) ® \
(Mi It MJ) \ 1, �\ -� - �\ \O \ i_ — + -- -- - -
v 5.5. C.O. # 1 �� L SERVICE L-1 NES A
T I C8 �� ,fTY o RENTON.
RWv 24468 � - KIM = 252.0
F � �
-If-LLD VEtZIFY +0fV.%24119
•. �o �F% `� - INV.= 247.0\5TA •1 +-8- Z nOLYTH I!L012h5TOpJATtZ MAIN �P
-OGATION 2-4 LF55VG
0`1 *jW 37 1MFKC=ULJr_E1TV T
�
ISTA 0 - 19
CONNECT TO EXST WWI
0""-) TAP PING TEE (ALL MJ)
$" TAPPING GATE VALVE (MJYN
CUJCKE.TE THKU5T P>LK.
DATUM = USC AND GS, CITY OF RENTON RAILROAD CONNECT TO 8" 5ANITARY
SPIKE I FOOT UP EAST FACE OF POWER POLE #274 NORTH OF 5EwEIz WITH 8" x6" 5ADDL
SOUTH PUGET DRIVE ON WEST SIDE OF BENSON HIGHWAY CONNECT 5EE DETAIL
SOUTH, ELEVATION = 237.38.
SHEET C--6
1INV.=Z59.Z z. 40. 7+
SANITARY SEWER NOTES
ALL CONSTRUCTION AND MATERIALS ARE TO CONFORM TO THE
STANDARDS OF THE CITY OF RENTON AND DIVISION III OF THE
STANDARD SPECIFICA HONS FOR MUNICIPAL PUBLIC WORKS
CONSTRUCTION, FON STATE CHAPTER, AMERICAN PUBLIC WORKS
ASSOCIATION, 1981.
2. TEST OBSERVATION AND INSPECTION BY CITY OF RENTON.
3. PRIOR TO RFC,INNING WORK, ARRANGEMENTS SHALL BE MADE \t ITH
CITY OF RENTON FOR A PRE -CONSTRUCTION CONFERENCE TO
BE ATTENDED BY THE CONTRACTOR, DISTRICT REPRESENTATIVES Ati, `
OTHER REPRESENTATIVES OF INTERESTED UTILITIES.
4. LOCATION SHOWN OF EXISTING UTILITIES ARE APPROXIMATE ONLY AND IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CERTIFY T' IF
CORRECT LOCATIONS SO AS TO AVOID DAMAGE OR DISTURBANCE.
5. SIDE SEA'F_R LOCATIONS TO BE VERIFIED IN THE FIELD PRIOR TO
CONSTRUCTION.
6. PRIOR TO CONSTRUCTING SEWER LINES, THE NFCFSSARY LOT CORNERS
MIDST BESET.
7. SIDE SEWERS TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF
CITY OF RENTON MINIMUM SLOPE 2%, MINIMUM PIPE DIAMETER
AS INDICATED ON -THE PLANS.
8. ALL MANHOLES NOT IN PAVED RIGHT-OF-WAY TO HAVE LOCKING I -IDS.
9. SANITARY SEWER PIPE TO BE P.V.C. CONFORMING WITH ASTM D-3034, SDR
35. PIPE BEDDING SHALL CONSIST OF COMPACTED GRANULAR MATERIAL A
MINIMUM OF 4" BELOW THE BOTTOM OF THE PIPE BELL AND A MINIMUM OF
12" ABOVE THE TOP OF THE PIPE BELL.
10. P.V.C. SEWER PIPES SHALL BE TESTED FOR DEFLECTION AS SPECIFIED IN
SECTION 62-3.11 OF APWA, 1981.
B C.I TEE (ALL MJ)
;STA I ' 8- 50L1TH\ I"GD�I'STOP O
��► s _ 6 I NIPPLE �� \` e-4Lr,)T 5VC,
N PAVEMENT FA CH'
Ca r g x C.I REDUCER Cmil-mJ
ra \ SEE DETAIL # 22, 6'►•G NIPPLE LiNE OF�\
BEET C_g T rw
\ ` IG TE VALVE \ f3 A 1 +88 SOL;TN i" aPSTOp q
24 LF 57 5VC '&
ESTIMATED
FIXTURE UNIT COUNTS
UPC, 1982 ED., TABLE 10-2 PG. 82
PRESSURE RANGE 60 + PSI
ACTUAL PRESSURE = 144 PSI
DRINKING FOUNTAINS 4
SINKS 9
URINALS 9
WATER CLOSETS 9
TOTAL FIXTURE UNIT COUNT FOR
EACH SECTION OF BUILDING 31
USE A 1" METER AND A 1" SUPPLY SERVICE FOR
EACH SECTION OF BUILDING.
A 1 METER AND A 1 SERVICE LINE WILL BE USED
FOR LANDSCAPE. VERIFY WITH CONTRACTOR
BEFORE INSTALLATION.
FIRE RANT (MJ)
CONC-R E E TH1?U5T K I \ I" PKV
AT TEE HACKLE FRO TEE 'I ) 5TA I+ 95 5OUT4 8" x 8"x r' CI TEE (MJ,cFL) \\ �
TO HY DR T TH ROU H I �% � , WITH OONCKETE RKG.
FITT`I .- ,0 C.I NIf�PLE
\
- '6'W GATE VALVE (FLxMJ ,
\ 1, 20 LF A d[F
?-- RINKLER VAULT FY
V r SOUTH 5PRINKLEF CCNTRAC_T�E'
�z
2�CCv� EL
611 GA E_ VALVE (. F L x M J) t
1
s, v, 32 LF
FIRE H ANT (Mi) w/ I�LKG
e _
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CB
\ IW = 9 27 4vo
� n ",� E X 15 _f H .
A55EMbLY f-4M
- ` I(D WATER MAI D OF PAVEMENT
� RETAIL PHASE
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_ . _
\ � T Zf*' 7 ESA ° 50 40' E 3315,00 ' TYPE I 8
a \ FX TC ' TYPE
= 2I 59
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/ PAVEMENT _
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W1 — — _ . O
B'FC 1 22 C /21 NIPPLE
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O TA ')+00 - \ SOUTH PUGET DRIVE
• BE N SON ROAD . 'C 'E
5 TA. 04 00
PUGET DRIVE \ \
i APPRONN\ VED BY DIRPVTOR OF PUBLIC WORKS 7ATF
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JohnsonBraund design group p.s., inc. architecture, engineering & planning consultants