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FOUND 2" BRASS CAP IN CONCRETEI DOWN 0.4' IN
CASE AT THE CENTER OF INTERSECAON WITH SW
34TH STREET AND OAKSDALE AVE V. SURVEY
CONTROL DATA BASE POINT ID#619 . PUBLISHED
ELEVATION 19.504 U.S. SURVEY FA.
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-9 m BM#2
co SSMH
RIM 19.22
E IE E 13.54
j IE W 13.48
( ( CHANNELED
'• O ( II '' 3i I `w
z ? SET. PK NAIL . !r f s
I ` AT FRONT .OF;.WALK. At N.W. !1 • `
I
it CORNER CONCRETE DRIVEWAY "' (
a- � ...... '
NOTES: ......M..... ...
f::
E 1.295,355;6802 I WALK II
1
:
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L..o.# j >. BLDG HORIZONTAL DATUM:
_ .........__ ELEVATION :1.8.82: FEET :: - ,
ECC t ....
CB TYPE I t ,
II � RIM 19.50 � NORTH AMERICAN DATUM 83/91. HELD NORTH 01'35'48" EAST BETWEEN MONUMENTS AT THE INTERSECTION OF LIND AVENUE 1, •'••' � t. /�
IE w 17.66 t_ WALK • SW AND SW 30TH ST(NOT OPEN) AND LIND AVENUE SW AND SW 23RD ST(NOT OPEN),
WL 17.66 ., I
1 ECC ,. • " BOT 15.82
o ASPHALT
CONCRETE i_ o f° _ Ecck VERTICAL DATUM:
f'F o co
ASPHALC- _ AMERICAN VERTICAL DATUM 88. HELD CITY OF RENTON MONUMENT NO. 1861 AT THE INTERSECTIONS OF LIND AVENUE
NORTH
SW AND SW 30TH ST(NOT OPEN) ELEVATION 20.00 FEET AND MONUMENT N0. 1551 AT LIND AVENUE SW AND SW 23RD ST(NOT
! m iI p OPEN) ELEVATION 21.32 FEET.
CASE EL 18 67: 1;
BOLT EL 15 89: `
ECC-
! . II BN-2 s EA OF THE CENTERLINE SPRINGBROOK REEK
.....
I rI r 1 w" --• DHA BM 1 TOP NORTHWEST BASE BOLT OF LIGHT STANDARD t126 FEET EAST RLINE OF OK C
ON NORTH SIDE OF 34TH STREET SOUTHWEST. ELEVATION 18.92 FEET
CONCRETE
'( 50 WETLAND BUFFER I €
DHA BM#2: CHISELED SQUARE AT SOUTHEAST CORNER CONCRETE TRANSFORMER, f 175 FEET WEST OF SPRINGBROOK CREEK
50 WETLAND BUFFER CENTERLINE AND 12.0 FEET NORTH OF BACK OF WALK ON NORTH SIDE SOUTHWEST 34TH STREET. ELEVATION 21.10 FEET
ECC
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TOPOGRAPHIC, MAPPING NOTES:
_.�-�f..}��., � � ,, z; _-.'.�"- Zo-_•_-•�.-.•-�--
THE,,MAP SH04'N HEREON -IS THE RESULT OF A TOPOGRAPHIC SURVEY BY DUANE HART�4A.N & ASSQCIATES, INC. (DHA)
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• fl COMPLETED ON; APRIL 21, 2005. ALL EXISTING UTILTfIES SHOWN HEREIN WERE FIELD TIED AS A RESULT OF A UTILITY
�,,.•�_ _ - I ` (p ' - - '. `-�:;:-- ' SDMH _ _ - - - - - - _ - - - _ .. PAINT -OUT DURING THE COURSE- OF THE FIELD SURVEY. DUANE HARTMAN & ASSOCIATES, INC. (DHA) ASSUMES NO LIABILITY
N I(z „ RIM 19.45
WETLAND 1 ( 4 1 ' �„ " " "- " FOR THE ACCURACY OF THE UTILITY PAINT -OUT. DHA ASSUMES NO LIABILITY, BEYOND SAID DATE, FOR ANY FUTURE SURFACE
BORE HOLE --� r� :: Z i IE W 11.89 «+........„..
f a ' c� WITHIN OR ADJOINING THE PERIMETER OF THIS SURVEY.
' c IE NE 11.83
-
-----' ------ CONTACT HA - OR SITE UPDATES VERIFICATIONS
FEATURE MODIFICATIONS OR CONSTRUCTION ACTIVITIES THAT MAY OCCUR P S
.. 1 no hW " r� I ( �, 3 g F
_. €_; t m 2 BOT 111.25
WATER SURFACE T D (425/4 3 5355 PDA AND
I I� 11
et
11.00 FEET 1 -f i �'
:• I a WETLAND 2
.... < _........ ..: ON 04/19/2005 r� iFri
LEGEND:
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........_-�.....�
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:
ROAD CENTERLINE NTERLINE
MONUMENT I CA
SE ®SP-3 �----1E PROJECT BENCHMARKROAD
72" CMP STORMCULVERT - 58 BUILDING
X PK NAIL (CONTROL) IE �6.09 72"CMP STORM CU RT.....I IE.91 jo
WATER SURFACE 1.1.03 FEET f I I 1 m E SPRINGBROOK CREEK ------------------
FENCE LINE o REBAR AND CAP
SPRINGBROOK CREEK ;: t 'i D
R I N G B R OO K WATER SURFACE 10,97 FEEL,
ON 04/19/2005 IE 8:1 2 _
m `�� AT 2:20 P.M. ON 04�19�2005
.............................
`" D I; 72"CM.P STORM CULVERT N ,N � � IE=8:2�` � CONTOUR INTERVAL (2 FEET) Y CULVERT
I -
} {
_.___ -. ___........... tE ` 8.19
3 __ 10 _ 72 CMP STORM CULVERT - I t E w ..,........ _ _ _ _____ T INDEX (0 ❑ STORM DRAIN CATCH BASIN
_
=IE 12.271 g"PVC STORM DRAIN _w 1 {}
_
• STORM DRAIN CLEANOUT
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Pu .�
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--- - BLDG BUILDING
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x -- - STORM DRAIN MANHOLE
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.-_........... M.._ ....�. I { TYPE I BORE
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N __..._ ,�..____......� .` iIH . ��� CHAIN K FENCE `:
c� ® 1u IM 17.34 i v _.._... _. _.. - ..... -. CONIFER TREE
3 CLF
SP-2 I : SP-6
IE N 13.66
f ,
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3 y' £ L 1 .
4c, GB TYPE I u-•-•• '
o .-�.........�._�......._ _-_..�..�...w..�.. � r �� M 7. A CO CONCRETE DECIDUOUS TREE
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R( 1 4 CR t
€ BOT.11.54 IE S 13.41
_ �..W.�..... �..�...... ( � t� BN-2f, I,
/ _ _.........._m _ _... _ I
J ... IE N 13.23 ... _. __......... __-_.._ _ CM CORRUGATED METAL PIPE ,� ..,..... ..__�wt.12.2t � ... -.... .-�. SIGN
ASPHALT TRAIL ® - - ..... . _ .
ry FOUND. REBAR AND CAP "'" " P RUGA
w 0.5' SQUARE BOLLARDS i I BOT 13.23 _....... �._......._ _ _......._
_._._
"BCE 27328" i S ASPHALT TRAIL w z ECC EXTRUDED CONCRETE CURB
_ . 11 : I IM 18.1fi POTHOLE
".-. 0 �.. .. _ ..... __.... _-..___._-_............................ ...M.- .....------.....__.........__ .... i j ,•" _:. _...
> �-�`'... :, its of. IE 8.74 _ .._...._,._....... X
' ORN ORNAMENTAL
WL 10,76. M SET PK NAIL.
... _ t - ... WV SET: PK NAIL o BOT 8.74 _-WN 167,138.7943
;...__.......� ....... �; - 0 SANITARY R MANHOLE
(�
v .... _ _... _. ....... __ .. _ _-...:..,. €... z :� -----
jr CASE EL 18, 60 _ _.._.
I - 20 0 20 4 SEWER LE
ECC " ''`� I1 AT N:E END::ASPHALT`FOOT i rT*1 cZi M E 1,295,5455859 " ORDINAR H WATER
? PATH BACK .OF WALK I{ ! 1 =20 -0 I - BOLT EL :16,84 o ......w:;: : - ::-mm r::.:_ w........._. -ELEVATION_ 18.64 FEET: OHW Y HIG UTILITY POLE WITH LIGHT
- .....................: -----..._ ._.....
r� f N 166 966.60521 0 -`, • _ ':: __ ..... _ ....._ Scale �..__
2,; ___._._._.....: I' • • _ --- . -/ - , I E 1,295 541:8269 t ,1 RIM 21.04 ; F
ECC
Feet
�, ELEVATION .1.8.57 FEET ASP PVC POLYVINYL CHLORIDE PIPE LIGHT POLE
o r- SID SOIL PLOT
o € •.` '' t 8"PVC; 0 8"PVC IE�-4 �89 WATER HYDRANT
CD 50 WETLAND BUFF CHANNELED{ nn
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ICV• �WH
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_..... __... m......._{
_ ....- _.
j� i V h>
: S DRAT HO
f ....�........__.........�.. ..�.. ��, WATER VALVE
_ :ECC
_ :. _ ......_ w.
ATE
SSMH
N { RIM 19.93 I s'
CONCRETE SCALE f r SSMH SANITARY SE MANHOLEWHEELCHAIR RAMP
o IE SE 15,51 z I i ` -- - EE
r- IE N 15.47 { ' ASPHALT t m - _. .-:::,r I ' NWET
_ j LAN D BUFFER W _ c:: M...... CHANNELED
m r� i 1` •, �f SSMH ! r Y ... ....f4'..: �50 W G
OF WETLAND FLAG
m i IM I n
Co BLDG ASPHALT N �1 i R 1814 I
„ I ; , r , IE N 14.64 . UTILITY POTHOLE RESULTS
c cn IE S 14.621= CB TiPE 1 : M1
v o I ;1 �! €i o IE W 14.59 RIM 12085 ; . DATE 05/12/2005
.. ._
I' i '` I IE E 18.33
SET PK NAIL � � -� - { � CHANNELEDj' �
z CONCRETE SCALE , m I : � a WL 13 35 . €( ; • '
V 166,960.3218 A ; i m < ry BOT 17 05:: if
z - - "' E 1,295,610.6890 _ ' ; f I `` TARGET DEPTH TO TOP OF DEPTH TO BOT OF PIPE CONDUIT SUBSURFACE
_ - V ECC ELEVATION 18.90 FEET z ' CONCRETEPOTHOLE ID UTILITY UTILITY IN INCHES UTILITY IN INCHES SIZE IN INCHES PIPE MATERIAL HUB ELEVATION COMPOSITION
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rn _ ..:... t o o r -
...........,._. . TILT UP w•_ .. _..... c o
lz ; `. ;`..• BUILDING P1 POWER 42" 69 2 8" 2 4" PVC 17.70' ROCKY
33
j P2 POWER 41 49 (2)8 (2)4 PVC 18.12 ROCKY
+; } D ' �I W P3 POWER 44" 71 is(2)8„ (2)4" PVC 18.16' ROCKY
! € ( T1 TEL 37" 64 27" WIDE CDF DUCT 18.44' ROCKY
ic"
i T2 TEL 25" 51 " 25" WIDE CDF DUCT 18.47' ROCKY
ry T3 TEL 30" 54 25' WIDE CDF DUCT 18.21 ROCKY
G1 GAS 39 43 4 PE 18.31 ROCKY
o G2 GAS 35 39 4 PE 18.29 ROCKY
o NO2'05'50E LIND AVENUE SW G3 GAS 31.5 35.5 4 PE 18.23 ROCKY
FOUND LEAD IN TACK N01'35'48"E 2594.76'
IN CONCRETE DOWN 1017.10 FOUND TACK IN LEAD IN CONCRETE W1 H2O 35 51 16 DI 18.26 ROCKY
O 0.8' IN CASE MONUMENT, DOWN 0.7' IN CASE FOUND TACK IN LEAD IN CONCRETE DOWN
CITY OF RENTON MONUMENT NO. 1861 0.6' IN CASE. CITY OF RENTON MONUMENT
} ELEVATION 20.00 FEET r1o. 1551. ELEVATION 21.32 FEET NE 1/4, SE 1/4, S 25, TWP 23 N, R 4 E & NW 1/4, SW 1/4, S 30, TWP 23 N, R 5 E, W.M.
N SURVEYED: SCALE: DATE:
N
Q > - - - - - - - rr_ f HORIZONTAL- ONTAI�.:.N D 1983/1991 n 05-18-05
DESIGNED: 20 ••- C TY C)� SW 34TH STREET
z CULVERT IMPROVEMENT PROJECT FIELDDOOK:L•L
W DRAWN: _ RENTON
ONE INCH DRAWING NO:
� FIGURE 2 PAGE:
V CHECKED:AT FULL SCALE DATUM Planning/Building/Public Works Dept. EXISTING SURVEY 05-757
a - - - IF NOT ONE INCH - - -
`-' NO. REVISION BY DATE APPR APPROVED: MAP SHEET: 1 OF:1
SCALE ACCORDINGLY
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