HomeMy WebLinkAboutzS-2348SetOC
W m ' / CRSCAW PIPE
NSTA�L CASING ENDSNSEALTBOOTSQUAL To CASCADE SEWER AND IdYA�L'R PLAN!
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_ - ' i �wM SDES_OF CASING. (S E DETAIL SHT 13) l
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EOA S STA:04 +OQ FOR W -$TGR LSEWER PARCEL L \\
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ty "'" GATE '� / STA. �-.90.,,9-0 Lt. \ N .
�vAi �'E/ 1 TA: 45 1B MJ h STA: 3+62 STA- 8 °xB x6"TEE (MJxMJxFL) 1 - 8; NC. BLOCKING T(L xMMJ) `FL) \ \ \�CE_ SBETR�LOCATED /REMOVED
a°
,yy 4TN PL WATER / 1 - CO, - BLOCKING 1 - B "x8 "x6 "TAE (MJxMJxFL) 1 - FH ASSEMBLY L ANDSCAPE PLAN
1 - GONG. BLOCKING _-
�E unu POE 1 - FH ASSEMBLY
STA_ 2 +85_00 E 5` /w' 2.. - scN'uNES N,s,sw7sEa W r oP _ TELE ' '" ,2
1 12" x 8" TAPPING TEE M ) EaN � 1 - 8" +72 (MJ) xl (MJ) ROCKERY DEOF T (TYP) 15 MDATCHTNEW PVIvIT�\
1 8" TAPPIN x MJ � / / Risen STA; 3+72 \
W 1 CONC. `BL CO K_ - t _ m a \
SEE CONNECTION DETAIL BELOW ' / Y o \
° L., z z ANCNO R - 3s.00' EASEMENT
L - a, 09 oa WATERLINE
My 7 8 L- zzse 333.70' 2 DOH. WTR. v
2" SPRINKLER LINE
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STA: 2 +9 / u z - _ - _ N` 1
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r 1 - 8" x $$A��VERT. CROSS MJ x FL �(MJ) O'K a p
w 1- 8" BLI& FLANGE ON BOTTOM) / r z z FEATUR
w O 1 - 8" BLIND FLANGE ON TOP) 8; iv _ m A
W/ 2" TAP & 2" PLUG 'v - r
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/ SRU
- - -- s ' MIbpEN G
i 5 L= 63.44' m3 _s - T
30 -- - - - -- 3 k IJQPE
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K FENCE "'O00 ENCE o 7a .�
1 U ♦3 ,g - Q
,= 28'24'13" m m 538.28♦ 1. 1
MIC NEW CLEANOUT
`• / y, R = 40.00' 1.....- t.. 'r
r�- RIM= 38.50 EL.= .a
L - 19.83'
j2 IE= 33.82 GARAGE ENCLOSURE '
I PgL1E � _ GARAGE ENCLOSURE SSMH No.i - TYPE 148" /
�/ ° GAxACE RIM= 25.42 REEr
Q d PO 2/ / ANCf�R /
cur / I.E. IN)= 17.52 LICH - IEEE
" CB TYPE 1 �" LEGEND NOTES: I.E. OUT)= 17.42 1 �1"
r. / % o T H LINE TC C -
p, W / ^ RIM-33.34
a /; eoz \
E 30.69 1 c NTAPPI E & VA STRATUM 2.1 - FEATURE 2
12.5LF 8- PVC 01,12Y.
o �= E 30.4 MP Vo° P G TEMPOR Y) b EXISTING PROPOSED
H LINE/ IE =3 CMP AFTER ALL "POLY- PIGGING," PRESSURE F CONSTRUCTION EXCAVATION IS FOUND TO EXCEED
MPORA B OC NG DEPTHS GREATER THAN 75 CENTIMETERS 30" , THEN GB TYPE I RiSIR
`* \
1zsLF a- Pvc ®1.1zr. TESTS & DISINFECTION: ( )
° ISSUANCE OF BUILDING AND CONSTRUCTION PERMITS RIM -2386
p' 8 "x8" C CROS MJ FL) - REMOVE TEMP. BLOCKING ® WATER METER CCCL{ ROCKERY EM-23 1>' CMP N
a SEE A 0 TS ABO , PEI NNECT TO TAPPING VALVE W/ SHALL BE DELAYED UNTIL A TESTING PROGRAM IS
( STA: 17. n, 1 COMPLETED TO DETERMINE THE POTENTIAL SIGNIFICANCE IE =19.41 12' CMP s \
hj ,�. W " I ^rV
RI =33,1 0 0EVE (MJ) & 8" SPOOL$ - -ss SANITARY SEWER LINE CATCH BASIN OF ARCHAEOLOGICAL DEPOSITS.
CB TYPE 1 O� - '''' CCNGTH TO FIT) EP- EDGE OF PAVEMENT = NEW CURB
w �/ STA : 17 +17.77, 17.27'RT, 3 IE -30.39 8" 1N-� '/
V / o NEW 8" D.I. _ \
Of RIM =33.14 4/ STREET
�� IE =30.39 s" PVC w LIGHT 1� ®^ W WATER LINE 0 CONCRETE PAVEMENT HIDDEN F & G
TE DETAFL FINAL CONNECTION 0 WATER METER IF CONSTRUCTION EXCAVATION OR GRADING IS FOUND _
z /' .T_S. SDMH T - -0- GAS LINE ���8 _...
o MIc o,� RIM 33.78896. a�SR TO EXCEED DEPTHS GREATER THAN 25 CENTIMETERS (10 ") w `
z ,j 4.NAPLE:'Y / D- STORM SEWER LINE 4( FIRE HYDRANT THEN ISSUANCE OF BUILDING AND CONSTRUCTION PERMITS
w SDMH IE 30.23 12" CMP w
I STA: 17 +18.96, 4.85'RT. { =. ,E =30 -53 8" PVC E SHALL BE DELAYED UNTIL A TESTING PROGRAM IS COMPLETED
RIM = 33.78 i SAN. SEWER MH SAN. SEWEP. MH
w v �,. IE =29.83 18" CMP 5 TO DETERMINE THE POTENTIAL SIGNIFICANCE OF ARCHAEOLOGICAL
o IE -30.23 12" CMP W WATER r' DEPOSITS.
>_ O0 IE=30 53 8" PVC E MH / ?' C� FIRE HYDRANT • SAN. SEWER CLEAN OUT NOTE:
1_ T) IE 2983 18" CMP S r' AT PROJECT ELEV. 45.0 CITY PRESSURE = 65t psi
/ ° �, CD GAS VALVE DATUM. AT PROJECT ELEV. 29.0 CITY PRESSURE = 72t psi
0- SSMH ID- UTILITY POLE NAVD 1988 DALEY'= MORROW- POBLETE, INC.
cr, ' 0 a / ` IM26277a" N.S = EX. CURB RECOMMENDED E,�'v\ I. 1215 CENTRAL AVENUE SOUTH, SUITE 133
(n BENCHMARK: FOR APi9ROVAL ��, S 7 i PHONE. (206)854-9344 H10N 8
�I of SDMH TYPE II '0A U//L/ CITY OF RENTON BM# 2190 BY r (FAX)854-6663
-
x1 RIM =33.05 GRAPHIC SCALE 3 1 7 BRASS DISK STAMPED "CITY OF RENTON BM" o
e� z IE =29.25 18" CMP N IN THE NE CORNER OF PUGET SOUND POWER AND BYaa°I,u, �i fns ° % =q a 1325
AI g IE =29.05 18" CMP 5
o_ zo 0 10 zo 4G LIGHT POWER VAULT # 386. VAULT LOCATED ON
o,T 9� � � ENGINEERING - SURVEYING
15 yyyy THE SOUTH SIDE OF SUNSET BLVD. WEST 100'+ BY � �,fs /OBIS E�G�� i LI I1 III ® LAND PLANNING
O ?272 X48 WEST OF THE INTERSECTION OF SUNSET BLVD. WEST NAL
2 (. V1/�37 -t748 ) f ( IN FEET) AND RANIER AVENUE SOUTH. e�
rw 1 inch = 20 ft. ELEVATION= 31.64 FEET ExpIRES 9 JAN 2000 LLLIIr"'
4,_ � _. OLh 157 ._ �. 4
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NOTES
125LF 1z CONC. 01.29% LEGEND STRATUM 2.1 - FEATURE 2
.—, —_ z - r - REMOVE EXIST.
M L1NE `.' EXISTING PROPOSED IF CONSTRUCTION EXCAVATION IS FOUND TO EXCEED
12.5LF 12 CONC. 01.29% ` = DEPTHS GREATER THAN 75 CENTIMETERS (30' THEN
;A
- REM9VE EXIST. _- PERMITS _..
WATER METER C..t�'C? ROCKERY
ISSUANCE OF BUILDING AND CONSTRUCTION PER IT
- -SS SANITARY SEWER LINE ■ CATCH BASIN POTENTIAL SIGNIFICANCE
t- SHALL BE DELAYED UNTIL A TESTING PROGRAM IS
COMPLETED TO DETERMINE THE
- •- - EP - - -- EDGE OF PAVEMENT NEW CURB OF ARCHAEOLOGICAL DEPOSITS.
As i 1 ✓. t -1- - _2348®3
- -W -- WATER LINE CONCRETE PAVEMENT MIDDEN F & G
GAS LINE ® WATER METER IF CONSTRUCTION EXCAVATION OR GRADING IS FOUND
N c w 4
- - - -D STORM SEWER LINE FIRE HYDRANT
THEN X ISSUANCE DEPTHS
OF BUILDING AND NCONSTRUCTIONE PERMITS p
SHALL BE DELAYED UNTIL A TESTING PROGRAM IS COMPLETED
SAN. SEWER MH TO DETERMINE THE POTENTIAL SIGNIFICANCE OF ARCHAEOLOGICAL
• SAN. SEWER CLEAN OUT DEPOSITS.
DATUM.
NAVD 1988
BENCHMARK. RECOMMENDED �V eN asy
FOR APPROVAL �
DATUM CITY OF RENTON BM# 2190 BYp1.r:" F. °
3 1/2" BRASS DISK STAMPED "CITY OF RENTON BM"
IN THE NE CORNER OF PUGET SOUND POWER AND BY 1325
LIGHT POWER VAULT # 386. VAULT LOCATED ON 4,
THE SOUTH SIDE OF SUNSET BLVD. WEST 100'+ BY A L1 E�G�
WEST OF THE INTERSECTION OF SUNSET BLVD. WEST
AND RANIER AVENUE SOUTH.
ELEVATION= 31.64 FEET EXPIRES 9 JAN 2000
tWl
DALEY — MORROW— POBLETE, INC.
1215 CENTRAL AVENUE SOUTH, SUITE 133
KENT, WASHINGTON 98032
PHONE: (206)854 -9344 (FAX)854 -6663
C`` 11 ENGINEERING - SURVEYING
V �� LAND PLANNING
ED
?I I
�J
I� w
I�
o -
SAN. SEWER MH
Z
6
_50.. t_ i
FIRE HYDRANT
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v
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GAS VALVE
s
-
UTILITY POLE
i
ei. ,..
EX. CURB
e
GR E
CA P SCALE
GRAPHIC A
"
�►p- s7 -t�48 ,��
20 D 10 20 40
80
-
s` aa 1
CW7JQ •Z7- :J7i.� s
-
( IN FEET )
1 inch = 20 ft.
SHALL BE DELAYED UNTIL A TESTING PROGRAM IS COMPLETED
SAN. SEWER MH TO DETERMINE THE POTENTIAL SIGNIFICANCE OF ARCHAEOLOGICAL
• SAN. SEWER CLEAN OUT DEPOSITS.
DATUM.
NAVD 1988
BENCHMARK. RECOMMENDED �V eN asy
FOR APPROVAL �
DATUM CITY OF RENTON BM# 2190 BYp1.r:" F. °
3 1/2" BRASS DISK STAMPED "CITY OF RENTON BM"
IN THE NE CORNER OF PUGET SOUND POWER AND BY 1325
LIGHT POWER VAULT # 386. VAULT LOCATED ON 4,
THE SOUTH SIDE OF SUNSET BLVD. WEST 100'+ BY A L1 E�G�
WEST OF THE INTERSECTION OF SUNSET BLVD. WEST
AND RANIER AVENUE SOUTH.
ELEVATION= 31.64 FEET EXPIRES 9 JAN 2000
tWl
DALEY — MORROW— POBLETE, INC.
1215 CENTRAL AVENUE SOUTH, SUITE 133
KENT, WASHINGTON 98032
PHONE: (206)854 -9344 (FAX)854 -6663
C`` 11 ENGINEERING - SURVEYING
V �� LAND PLANNING
ED
?I I
�J
I� w
I�
\ SEWER AND WATER PLAN
m
INSTALL 25 LF. - 16 "0 STEEL CASING CENTERED UNDER \
� �` I I m I:,
i Jam— \
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 \ ''
�m PARCEL 1 S
--
STA: 4 OR ROAD & STOW SEWER
z W
EQUALS STA: 4 +00 FOR WATER LINE
J
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
�r
WATER 1 CON BLOCKING 1 - 8 "x8 "x6 "TEE MJxMJxFL
�� 4 : MH s 1 - CONC. BLOCKING ADJUST R M TO
TE
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 \\ \
F.y -m.c.'`..
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. \
m ^
" ti < 338.70' "G
SAM H, 8p 20 SPRINKLER LINE EL' 23_ " eo
RIM-55.63 - ,\, _ _ .e smEET
// a
IE =44 -83 a N -S.NW GAS ^ _ - .6E t LIGHT
Z VALUE DI a 001341E 8 DI 5 ,
— — — — — — — — —
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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
lo
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/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
� n
/ 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 +,, ,� �.
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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
3Y /
0
wwpo :t7 -2148
zz f w74- 27'°t ?4a 4
/ "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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.N _.... SSMH No 1 - TYPE 1 48"
RIM= 25.42
M LE.(IN) 1722-2/6
N I.E. (OUT) 17.4 -y6
N \
II
FROM BLDG. B _
w
�SMH
R M "-3.98 I
oU _ _ 5.83
NEW I.E.= 16.88& 15
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ALIGNMENT A _
SCALE. -2 VERT
1 " -20' HORIZ a.. 2348
DATUM:
/ NAVO 1988
-Built Certification DATUM BENCHMARK:
`I certify that the locaeions, elevations.
epths, and As -Built comments reflecting CITY OF RENTON BMq 2190
0 materials acruall Used durine construction. 3 1/2' BRASS DISK STAMPED 'CITY OF RENTON BM'
Z Y IN THE NE CORNER OF PUGET SOUND POWER AND
accurately reflects existing field conditions LIGHT POWER VAULT H 386. VAULT LOCATED ON
as determined by runeireyl� THE SOUTH SIDE OF SUNSET BLVD WEST lOC'+
supervision on t h,d date 1 / /// NEST OF THE INTERSECTION OF SUNSET BLJD WESr
AND RANI ER AVENUE SOUTH
ELEVATION= 31 64 FEET
DALEY - MORROW- POBLETE, INC.
RECOMMENDED x`10 I. 1215 CENTRAL. AVENUE SOUTH. SUITE 133
AS KENT, WASHINGTON 98032
BYA FOR APPROVAL ��29�9� y c PHONE (206)854-9344 (FAX)854 -6663
BY Ouv,��� f1� z
13258 _
BY F 9f��sl�� ��`� � ENGINEERING - SURVEYING
v ( LAND PLANNING
NAL
,x RES 9 JAN 2000
w -2 ?u pat
C
� o �
8
o �
M�
W
b\
-4L-F - 12" CPEP 0 1.0%
13 3LF _ J 0890
P"
EX CURB
BENCHMARK.
G GAS LINE
0
WATER METER
IF CONSTRUCTION EXCAVATION OR GRADING IS FOUND
")
GRAPHIC SCALE
3 1/2" BRASS DISK STAMPED "CITY OF RENTON BM"
-.
IN THE NE CORNER OF PUGET SOUND POWER AND
10 o .0 20 w
0
Q)�.
As -Rui:t crTrfication
,. .
Mes-1U8 O
WEST OF THE INTERER SECTION OF SUNSET BLVD. WEST
D STORM SEWER LINE
si
-IRE H "� -CANT
THEN ISSUANCE OF BUILDING AND CONSTRUCTION PERMITS
fv td ha; IlAu�h al I' IN
;-
__ .. F• •;,: ,, • "~
SAN. SEWER MIT
SAN. SEWER MH
SHALL BE DELAYED UNTIL A TESTING PROGRAM IS COMPLETED
A
TO DETERMINE THE POTENTIAL SIGNIFICANCE OF ARCHAEOLOGICAL
depth r �e 25
'
maicr I cI Ilv d d
Cr
._
FIRE HYDRANT
•
SAN. SEWER CLEAN OUT
DEPOSITS.
., b e t Rio
a c urn "fl �s c. 6f Id cond
del -ned
NOTES:
Z
p
°=
7r TCH LINE C7� 2.08 LEGEND
125LF -12" EBNB. 01.28%
STRATUM 2.1 - FEATURE 2
GAS VALVE
.-- REIAOVEENST,
EXISTING
PROPOSED IF CONSTRUCTION EXCAVATION IS FOUND TO EXCEED
"),
°
;TiAATCH LINE`
UTILITY POLE
DEPTHS GREATER THAN 75 CENTIMETERS (30 THEN
NAVD 1988
DALEY —MORROW — POBLETE, INC.
1215 CENTRAL AVENUE SOUTH SUITE 133
12.5LF -12" CONC. 01.28% -
—REMOVE EXIST.
- _.
= WATER METER
ISSUANCE OF BUILDING AND CONSTRUCTION PERMITS
COQ ROCKERY SHALL BE DELAYED UNTIL A TESTING PROGRAM IS
M
COMPLETED TO DETERMINE THE POTENTIAL SIGNIFICANCE
•�...,.
-- - ss - -- SANITARY SEWER LINE
EP -... EDGE OF PAVEMENT
■ CATCH BASIN
OF ARCHAEOLOGICAL DEPOSITS.
:.:..:. NEW CURB
w - WATER LINE
CONCRETE PAVEMENT MIDDEN F & G
b\
-4L-F - 12" CPEP 0 1.0%
13 3LF _ J 0890
P"
i
4_0
ROLL 159
RECOMMENDED f 1Sy KENT, WASHINGTON 98032
FOR APPROVAL is PHONE: (206)854 -9344 (FAX)854 -6663
BY f.9
BY a 9 1325
O ENGINEERING - SURVEYING
BY s� c
Ist -I, LAND PLANNING
/0NA L EN
E-RES 9 JAN 2000 ��oo ocedl J�
ni- z3k'pC
e X
o
o
o
1
y
F
I
EX CURB
BENCHMARK.
G GAS LINE
0
WATER METER
IF CONSTRUCTION EXCAVATION OR GRADING IS FOUND
")
GRAPHIC SCALE
3 1/2" BRASS DISK STAMPED "CITY OF RENTON BM"
-.
IN THE NE CORNER OF PUGET SOUND POWER AND
10 o .0 20 w
LIGHT POWER VAULT # 386. VAULT LOCATED ON
TO EXCEED DEPTHS GREATER THAN 25 CENTIMETERS (10
As -Rui:t crTrfication
THE SOUTH SIDE SUNSET BLVD. WEST
NYVps,�%��3�Q
G
WEST OF THE INTERER SECTION OF SUNSET BLVD. WEST
D STORM SEWER LINE
si
-IRE H "� -CANT
THEN ISSUANCE OF BUILDING AND CONSTRUCTION PERMITS
fv td ha; IlAu�h al I' IN
;-
__ .. F• •;,: ,, • "~
SAN. SEWER MIT
SAN. SEWER MH
SHALL BE DELAYED UNTIL A TESTING PROGRAM IS COMPLETED
A
TO DETERMINE THE POTENTIAL SIGNIFICANCE OF ARCHAEOLOGICAL
depth r �e 25
'
maicr I cI Ilv d d
._
FIRE HYDRANT
•
SAN. SEWER CLEAN OUT
DEPOSITS.
., b e t Rio
a c urn "fl �s c. 6f Id cond
del -ned
Z
p
as rtn by me or under y I
el
super n nn thi_v dale: " %�_
GAS VALVE
DATUM:
UTILITY POLE
NAVD 1988
DALEY —MORROW — POBLETE, INC.
1215 CENTRAL AVENUE SOUTH SUITE 133
i
4_0
ROLL 159
RECOMMENDED f 1Sy KENT, WASHINGTON 98032
FOR APPROVAL is PHONE: (206)854 -9344 (FAX)854 -6663
BY f.9
BY a 9 1325
O ENGINEERING - SURVEYING
BY s� c
Ist -I, LAND PLANNING
/0NA L EN
E-RES 9 JAN 2000 ��oo ocedl J�
ni- z3k'pC
e X
o
o
o
1
y
F
I
EX CURB
BENCHMARK.
OAT' IV CITY OF RENTON BM# 2190
GRAPHIC SCALE
3 1/2" BRASS DISK STAMPED "CITY OF RENTON BM"
-.
IN THE NE CORNER OF PUGET SOUND POWER AND
10 o .0 20 w
LIGHT POWER VAULT # 386. VAULT LOCATED ON
THE SOUTH SIDE SUNSET BLVD. WEST
NYVps,�%��3�Q
G
WEST OF THE INTERER SECTION OF SUNSET BLVD. WEST
J Q
IN FEET )
1 inch = 20 It
AND RANTER AVENUE SOUTH.
ELEVATION= 31.64 FEET
i
4_0
ROLL 159
RECOMMENDED f 1Sy KENT, WASHINGTON 98032
FOR APPROVAL is PHONE: (206)854 -9344 (FAX)854 -6663
BY f.9
BY a 9 1325
O ENGINEERING - SURVEYING
BY s� c
Ist -I, LAND PLANNING
/0NA L EN
E-RES 9 JAN 2000 ��oo ocedl J�
ni- z3k'pC
e X
o
o
o
1
y
F
I