HomeMy WebLinkAboutS-234804\ SEWER AND WATER PLAN
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INSTALL 25 LF. - 16 "0 STEEL CASING CENTERED UNDER \
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r // / /, SIDES LP CASING. INSTALL A E CASING ND S NTORES IN 16"0 \\
z _ CASING W/ PIPE SKIDS & CASINr INSULATORS EQUAL TO CASCADE \ \
W OR CALPiC -0. INSTALL CASING END SEAL BOOTS ON BOTH \ ''
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STA: 4 OR ROAD & STOW SEWER
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EQUALS STA: 4 +00 FOR WATER LINE
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yp� STA: -90, 9.0' Lt. \ \ NOTE
/ �' 1 - 1 x 8" TAPPING TEE (MJ x ,FL)I \ ` \. \ \
A L rte, - �\ WEST PROPERTY A LINE
° A ✓E t STA: 4+96, 7.5' LT. 1 - 8 TAPPING VALVE (FL x MJ) \ j
TA: 3 +19 1 - 8 "x8 °x6 "TEE (MJxMJxFL) 1 - G�1NC. BLOCKING \ 7j TO BE RELOCATED/REMOVED!i,
P� 1 45' KENO (MJ) STA: 3 +62 ( ) 1 - FH ASSEMBLY SEE LANDSCAPE PLAN
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WATER 1 CON BLOCKING 1 - 8 "x8 "x6 "TEE MJxMJxFL
�� 4 : MH s 1 - CONC. BLOCKING ADJUST R M TO
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RVE Eo> �w L p'v 'sRicrE+��� /urnics Rssw /sEr+ w,/aaE T/ oa 1 - FH ASSEMBLY, \ '
STA: 2 +85.00 s. / E-- 1 - CONC. BLOCKING
1 12" x 8" TAPPING TEE M MATCH NEw PvM;.r \\ \
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1 CONC. R1RG_ ) STA: 3+72 SEE ER 6 T FOR \
1 8" TAPPlN
x MJ R' ,s. 1 - 8" GV MJ x MJ ROCKERY DET LS TYP. E
- H ( ) ( ) ( ) 15' WATERLINE
E"y SEE CONNECTION DETAIL BELOW x , nc R _ 3s.0o' EASEMENT /
7 L_ 2 z . ° 2" DOM. WTR. \
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" ti < 338.70' "G
SAM H, 8p 20 SPRINKLER LINE EL' 23_ " eo
RIM-55.63 - ,\, _ _ .e smEET
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IE =44 -83 a N -S.NW GAS ^ _ - .6E t LIGHT
Z VALUE DI a 001341E 8 DI 5 ,
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STA: 2 +9 1 o c,1 z 1 6.6 % OOCJA — STA: 6 42. 7.5\ t.) \
z_ ° w rn 0 r N °" 6.679 \\ 1- 22.5' BEND J
F J gFG IOFT411
1 - 22.5' ND (M s Y ¢ 15' WATER E H7. 13 1 -CON BLOC G
1 - CO BL sr STAJ 5'} o EASEMEtf o «ia 59 v \ \
/FOR "POLY - PIGGING' 1 y 2 1 /7&11 1/ B D (MJ) -- w p '
1 8" x 8��^' -aVERT. CROSS (MJ x FL) ! 1 NC BLOCK(N wM N 3 Z Z FEA f URA
W F4 N 1 8' BLIND FLANGE ON BOTTOM)
Q 1 - 8° BLIND FLANGE (ON TOP)
W/ 2" TAP & 2" PLUG ,, f DDCGA ( ETJIL SFIT. 13)
P_ ` 1 - 8" PLUG (TEMPORARY) W/ / 00
2" TAP & 2" BLOW -OFF ASSEMBLY
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cRN =39; QL' / �"d
FL NEW I. E. (SE) =31.1& L/ S i °4Nr:(TYAn9
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S ays<eNrRr \ - / // NEW \� \
/yon .. zesa Enm / RIM - 28.50 \ \
IE = 24.69 22.32 \ T \
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a. . _ �� SEE.
NOTE
+ Q d Li l / �, . G EL. ?34.80 / r
w .a 5' / a� rc rErrcE r xr000 rEHCE -, 538.28' _
ti 8-24'13' NEW CLEANOUT \ EL= aj \
I! Mlc V, p 4080 RIM= 3&-5637 -G`/ As a.
1 / _ IE= 3362- 32.ss cnRACE �i9► �eNCiosu E SSMH No.1 - TYPE 148"
GARAGE GARAGE - -� RIM= 25A3-32- s e1
o d °oL1 r ! ARCn6R ® I.E. IN)= 17.52-q( `Nw \k
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/ A e R P LEGEND NOTES: LE. OUT)= 17.42 ib x
co CB TrPE —�� T H LINE%
STRATUM 2.1 - FEATURE 2
R.M 3 34 ! z
°i S E 30 b9 l c NTAPPI E & VA - E °z
o _ - A° PI !c �aPOR Y) b� EXISTING PROPOSED IF CONSTRUCTION THAN 75 C Is CENTIMETERS To ExcEED pE`
T Llly� i -3 cMP MPORA B OC NG� AFTER ALL "POLY - PIGGING," PRESSURE DEPTHS GREATER THAN 75 CENTIMETERS (30 ") THEN
TESTS &DISINFECTION: ISSUANCE OF BUILDING AND CONSTRUCTION PERMITS ,I
m — ;zs V� ".a,._9 0 - REMOVE TEMP. BLOCKING R3 WATER METER � �FOCI.ERr SHALL BE DELAYED UNTIL A TESTING PROGRAM IS m_
( "A ) R,M 33E e. , 6c ONNECT TO TAPPING VALVE W� EPEE OF P SEWER
MR NTNE _W COMPLETED TO DETERMINE THE POTENTIAL SIGNIFICANCE
_e TYPE 7 W I.GTHVTO FI�& 8 SPOOLS -- P 6A�Ir' OF ARCHAEOLOGICAL DEPOSITS.
m 8 "x8" C CROS MJ FL
SEE 1+ 0 TS ABO CATCH
rURB
"A 9-- 3o z7 t2 Cpr:v a NEW 8 D.I. �e
w +,, ,� �.
`�, u *Y �� ®� 7E -3atl /z'ccevm - w AATER LINE T`1�RETE PAVEMENT MIDDEN F & G �
w �3s 7 IZ' U-w-�° et Cn
t3o z7 tz °«cv ac TE DETAA� ? NIVECTION ,AS LINE
0 AATEP M TEH IF CONSTRUCTION EXCavnnoN OR GRADING IS FOUND If yyo����
z /c: 3o.17 tz "' cP P Alw - /Mlc A .'a sE, 4�5Ta5 TO EXCEED DEPTHS GREATER THAN 25 CENTIMETERS (10 ")
o '<M 38 —o— ,R�.4 N U - 0 - - THEN ISSUANCE OF BUILDING AND CONSTRUCTION PEPM.TS
MA
vT w SHALL BE DELAYED UNTIL A TESTING PROGRAM IS COMPLETED
4a5'Rr o E-31-- -T-_ 2991 12'evep s1 _E,Nra ti ^� 0 \, -1EA ° "' TO DETERMINE THE POTENTIAL SIGNIFICANCF OF ARCHAEOLOGif -AL
RN 8 �.� - gi 8� MP
o z E -3o MP A WATER / zt \l�� H+DRAN- • Au SEWEH CLEAN 0; 1- DEPOSITS. NOTE
r a = 29.91 /i'cpeP s M 1 4\ 4
AT PROJECT ELEV 450 CI i r PRESSURE = 65+ oil
/ As -Built Certifica.�a.. n A TT TAI_ p5l
C lull lllYl
,s' cMP s °�� AL VE AT PROJECT ELL ✓. 29 0 CIT'r PRESSURE = 72t
in
25
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/ "I certify that the locations elevations. L"
f/ e
depths, and As Built comments reflectiniz, _
materials actually used during construction,
TI TY POLE NAVD 195b RECOMMENDED �\,T� ALEY- MORROW- POBLETE, INC.
/ M accurately reflect, -i'l mg field -nda ns s D w o 0
ti .� .A,13 C FRB 1215 CENTRAL AVENUE SOUTH, SUITE ' 33
a" N,S azdevisiondby me or underm d t ';7 DIE1�TCH .PARK. KENT, A -4-934 N 98 32
- supervision on th slate: "��� BENCHMARK. day FOR APPROVAL ��, S � � PrIONE. (206)854 -934a (�AF)854 -6563
/ti /!P
ti E DATUM CITY OF RENTON BMy 2190 BY 1�I
ti.- 3C GRAPHIC 3 1/2" BRASS DISK STAMPED "CITY OF RENTON BM"
IN THE NE CORNER OF PUGET SOUND POWER AND BYay°1�1,�Aha /tI%9 y 1325 Q�(
z 0 +o an LIGHT POWER VAULT # 356. VAULT LOCATED ON SiE �<.. ENGINEERING - SURVEYIDiG
THE SOUTH SIDE OF SUNSET BLVD. WEST 100'+ BY SsIONAL LAND PLANNING
WEST OF THE INTERSECTION OF SUNSET BLVD. WEST -.
( iN FEET ) AND RANIER AVENUE SOUTH.
1 inch = 20 ft.
ELEVATION= 31.64 FEET ExP�RES 9 JAr2000
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