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HomeMy WebLinkAboutP_Topography_Map_170922_v1O
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LEGEND:
SOUTHEAST QUARTER OF THE SOUTHWEST
QUARTER
OF
Q)
z >
J Q
N 40TH
SYMBOLS
MB�RY
SECTION 32, TOWNSHIP 24 NORTH, RANGE
5 EAST,
W.M.
� ST
SSEWER MANHOLE
CITY
OF RENTON, KING COUNTY, WASHINGTON.
SIGN
CATV/TELEPHONE JUNCTION BOX
O y'P
❑ CATCH BASIN (TYPE I)
LEGAL DESCRIPTION:
CHICAGO TITLE COMPANY A.L.T.A. COMMITMENT NO. 0080288-04
CONIFER TREE
EFFECTIVE DATE: OCTOBER 3, 2016 AT 12:OOAM
N. 32ND ST.
DECIDUOUS TREE
TRACT 38 OF HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, ACCORDING
Q DHA SURVEY CONTROL
TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 63, RECORDS OF KING COUNTY,
I
LO
>
LIGHT POLE
WASHINGTON.
N
a
® WATER METER
EXCEPT THE EAST 100 FEET THEREOF,
I
- -
Y
Q
WATER VALVE
SITUATED IN THE COUNTY OF KING, STATE OF WASHINGTON.
DHA IN CAS 7
MON N CASE
a
FIRE HYDRANT
25'
I COR-1176
N 192776.53'
//yy
• SET REBAR AND CAP LS#36798
I
I E 1302298.61'
O FOUND 1 " IRON PIPE
CHICAGO TITLE COMPANY A.L.T.A. COMMITMENT N0. 0080288-04
w ^
a c
EL 192.73'
N 30TH ST
�F
2�
EFFECTIVE DATE: OCTOBER 3, 2016 AT 12:OOAM
�O
MONUMENT IN CASE
SPECIAL EXCEPTIONS:
,N � co
Ln 15
RENTON
2�
© POWER VAULT
Z N N
I
w z
POWER POLE 1.
COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT
I
I
Zz >
PROVISIONS, DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF
m Q
NE
OT TELEPHONE MANHOLE
ANY, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO
SITE
THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL
OW WATER MANHOLE
STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET
(. WHEELCHAIR RAMP
FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR
RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH ON C.D. HILLMAN'S LAKE
1
FENCE CORNER IS PARCEL 334210-3226
2.9'N OF PROP LINE FENCE IS 0.7'N #
WC/N/7Y MAP
WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1:
I
I DHA 2596-56
PARCEL 334210-3239 OF PROP LINE
#
I (NOT TO SCALE)
ABBREVIATIONS
RECORDING N0: 304519
i
MON COR-527 ASE
x
\ 157.00 (CALC) N89'05'22"W 1 IRON PIPE IS
- -
2.
THE LAND IS PRESENTLY CLASSIFIED AS EXEMPT AND MAY BE SUBJECT TO THE COLLECTION OF
/
N 192653.01'
3-10'
DHA 2596-77jr-222
REC ---0'6'E
OF PROPB
C� 226
E 1302294.60'
REBAR/ CONTROL CAP
.
\ \ ILINE
END OF FENCE IS
BIRCH TREE
BACK TAXES FOR A POSSIBLE THREE TO TEN YEAR PERIOD, DEPENDING UPON THE ACTUAL USE
OF THE PROPERTY DURING ITS EXEMPT STATUS. INQUIRY SHOULD BE MADE TO THE
\
j
N 192409.364'
L21D
/0.6'E
3-DEGCLASSIFICATION
OF PROP LINE
A ALDER TREE
I
E 1302594.966'8"
\
'L FTDEC
KING COUNTY ASSESSOR'S OFFICE OR THE COMPANY FOR ADDITIONAL INFORMATION.
I
DECD - - _--- _225
DECIDUOUS TREE
ACCOUNT NO.: 334210-3245
EL 220.73'
STEEL FENCE POST-6�E
_ 4.QDECTAX RA
FT FRUIT TREE
LEVY CODE: 2100
I
2.0'E OF PROP LINE
- 224
GRASS \ i
I
WOOD FENCE POST -221-
ORN ORNAMENTAL TREE 3.
THE SEARCH DID NOT DISCLOSE ANY OPEN MORTGAGES OR DEEDS OF TRUST OF RECORD,
I
2.0'E OF PROP LINE
10" DECD -12 DEC 223
\
M MAPLE TREE
THEREFORE THE COMPANY RESERVES THE RIGHT TO REQUIRE FURTHER EVIDENCE TO CONFIRM THAT
26" DEC
- \
THE PROPERTY IS UNENCUMBERED, AND FURTHER RESERVES THE RIGHT TO MAKE ADDITIONAL
PARCEL #334210--3215
-1220-
: / 2
P PINE TREE
REQUIREMENTS OR ADD ADDITIONAL ITEMS OR EXCEPTIONS UPON RECEIPT OF THE REQUESTED
1.T
\
F FIR TREE
EVIDENCE.
I
�•(� N
JJ
5' BWF IN DISREPAIR
- - - X221
/ \ 220\ \ \ \
'� I
PP/UG POWER POLE W/ UNDERGROUND POWER
I
�'
v lJ
1
2-12" DEC-
2j \ \ \
9
CLF CHAIN LINK FENCE
UTILITIES MAPPING
1 nN
ILLS
1
1
N O
z
\ \ \
/ -218� \ \ \
VBF VERTICAL BOARD FENCE
ALL EXISTING UTILITIES SHOWN HEREIN ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO
ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED BY
1
G' 9 • �j GA E
o �8" DEC
Q GRASS
fla7DE
PARCEL #334210-3240
BWF BARB WIRE FENCE
RECORD LOCATION OR FIELD TIED AS A RESULT OF A UTILITY PAINT-OUT IN OCTOBER 2016. FIELD
SURVEY. DUANE HARTMAN & ASSOCIATES, INC. (DHA) ASSUMES NO LIABILITY FOR THE ACCURACY OF
�Q1` EA�TL
�G �'
j ��
w
�
\ \
2 D C
12" DEC X217_ N-1 \
LINETYPES
THE RECORD INFORMATION AND/OR THE UTILITY PAINT-OUT. FOR THE FINAL LOCATION OF THE EXISTING
UTILITIES IN AREAS CRITICAL TO CONSTRUCTION, CONTACT THE UTILITY OWNER/AGENCY AND UTILITIES
�O
I As�I�N 1
_
- -I
8„ /
\ \
/ - 216
-X-X- FENCE LINE
UNDERGROUND CENTER (800/424-5555).
1
/
/ \ 6"\T
LAKE AUDI
I
r- 215 \N
Q/6"
I
- - - - - EASEMENT LINE
TOPOGRAPHIC MAPPING:
THE MAP SHOWN HEREON IS THE RESULT OF A TOPOGRAPHIC SURVEY BY DUANE HARTMAN &
I
�
-
/ \ FT�
----OE- - - - OE- OVERHEAD POWER LINE
o
7
ASSOCIATES, INC. (DHA) COMPLETED ON OCTOBER 10, 2016. DHA ASSUMES NO LIABILITY, BEYOND SAID
Q;
I TRACT 39
FENCE IS 1.5'E
14" DEC -
- RIGHT OF WAY CENTER LINE
DATE, FOR ANY FUTURE SURFACE FEATURE MODIFICATIONS OR CONSTRUCTION ACTIVITIES THAT MAY
I
OF PROP LINE -
-
- - RIGHT OF WAY
OCCUR WITHIN OR ADJOINING THE PERIMETER OF THIS SURVEY.I
CONTACT DHA (425/483-5355) FOR SITE UPDATES AND VERIFICATIONS.
^ ��
I
I
TRACT 8 I
FENCE IS 0.3'W
OF PROP LINE
- - - - LOT LINES
^
.�:
NC) rn O �
I
DHA 2596-76
REBAR/ CONTROL CAP `
N 192252.456'
12" FT
- o
UPSTREAM STRUCTURE
NOT LOCATED
BOUNDARY LINE
04 rn
co 0) `�
E 1302633.016'
\ ��
\214,
- - - - - LOT LINES
TO WHOM IT MAY CONCERN:
z U')�
I
I
EL 211.80'
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE
I
,PARCEL �o
---- W---- W- WATER LINE
MADE IN ACCORDANCE WITH THE 2011 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM
LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS. THE FIELD WORK WAS
I _ _ _ _ _
L14"
#3342102F
FT
AREAS 47,538.4 SQ.FT. OR
- - - - G - - - - G - GAS LINE
_ _
1.09- ACRES f
COMPLETED ON OCTOBER 10, 2016.
w
r
- - - - -I
_ _ - -
\
\ \ I /
MH (48"DIA)
E - _ _ - E - UNDERGROUND POWER LINE
DATE: SEPTEMBER 12, 2017
I
I
a
` \ 2, J a
RIM 215.28
- OE- - OE- OVERHEAD POWER LINE
`
3\ \ 1 1 �v
IE NE 209.28
IES 209.18
- - - - T - - - - T - UNDERGROUND TELEPHONE LINE
S Q �1�
I
F
o �i
2� �
\ \ 2 I N allo
CHANNELED BOTTOM
----SD - - - - SD- UNDERGROUND STORM LINE
--
DOUGLAS A. HARTMAN, PLS �ytiQ'S H
Q',
CD
K'
\ \ I tpo o 0
----SS - - - - SS- UNDERGROUND SEWER LINE
REGISTRATION NO. 36798
�w G �✓
u�i
2�
S. END OF FENCE IS
I
I
\ '
0.4'E OF PROP LINE
NOTES:
I
I
18 -DEI--
0
1. SURVEY REFERENCES:
a MH3486 (48"DIA)
36798 q RIM 202.21
�GrST
I
12" ORN I'
PARCEL 334210-3237
# I 1
-(R1) AMENDED RECORD OF SURVEY RECORDED UNDER REC. No.
IE W 194.81/
I 11 DEC-
20060509900013, BY PERTEET INC. VOLUME 204, PAGES 081
( )
IAI� IE E 194.91
CHANNELED BOTTOM
PARCEL #334210-3248
\2
r'00 GRAS 8-8" M I
N. END OF FENCE IS I
-(R2) SHORT PLAT MAP RECORDED UNDER REC. No. 20040727900001, BY
9 12 17
/ / WV
TOP CASE 202.30
I
CBI
I RIM 201.98 I
08\ I \ I \ \ 1
\
0.2'W OF PROP LINE I
CENTAUR LAND SURVEYING. (VOLUME 174, PAGE 236)
IE N 199.88
CB I
I \
TOP NUT 201.03
CB I LID)
J
I IE S 199.93 I
Rm 206.40 \ �
I
I
2. ALL MONUMENTS VISITED DURING OCTOBER 2016 UNLESS OTHERWISE NOTED.
(SOLID
RIM 200.99
Q
a
CHANNELED BOTTOM
I
IE 204.20 I \
5204.20 \
CBI
IEE 199.74
25',o
CB I
_
IE
B�F� 1 \
RIM 212.39
3. EQUIPMENT: THE PRIMARY MEASUREMENT EQUIPMENT UTILIZED IN THE
PERFORMANCE OF THIS SURVEY WAS A LEICA TCRA 1101 TOTAL STATION, SN #
DHA 2596-72 IE W 198.24
Q
v� I
RIM 202.04
CB I I
IE N 200.14
RIM 205.40
p
IE E X04.15 �
BOT 2 4.00 z
l
IE NE 210.49
IE W 210.34
624750.
MON IN CASE BOT 196.84
1 CB I RIM 204.77
I
IE N 202.50
y1
-a'
/ \ ci 01IE
E 210.39
4. BASIS OF BEARING: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH
ZONE, NAD 83(91), AS PRESCRIBED BY THE CITY OF RENTON.
PROJECT BENCHMARK 1
# z
CITY OF RENTON COR-341
N 192116.38' I;
I
I I
1
IE W 200.09 RIM 203.00 IE N 202.42
IEE 200.19 IE N 200.35
J IE W 201.97 I
BOT 199.64 IE W 200.25 IEE 202.27
IE W 202.40
IE E 202.45
BOT 202.30
ASPHALT \
MH34 7 48"DIA _�
( )
RIM 2 7.43 \
I 1 1 I
IE W 200.18 �2-16' P FENCE IS 0.4'E
BOT 209.44 CB I
RIM 218.02 I
/ci, IE NE 216.42
E 1302277.01' I: O
v
ASPHALT IEE 200.30
o'= BOT 201.82 r0
Q DRIVE BOT 199.95 ASPHALT CO
z
ASPHALT o
DRIVE
FENCE IS 1.0'E \
IE 200.23 I QF PRP LINE
�HANNELED BOTTOM I ,1
\{
p=
Gjo IE W 215.97
/'�'
5. CONTOUR INTERVAL: (1') ONE FOOT
EL 201.26'
CBI
_ ________ _ - ril_ _DRIVE 257.00 CALC PLAT - 1
_
_DRIVE
OF PROP LINE-__ 6 CLF
1 HEDGE -�
S89'0 '29"E 1/ 157.00 \
�`V ASPHALT IEE 215.97 �prQ
7 BOT 214.92 c°
b.
-- ____--
\ GATE (CALC) 4'CLF
DRIVE
6. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88) AS
EXTENDED FROM CITY OF RENTON BENCHMARK COR-341 VIA CONVENTIONAL
RIM 199.05
IE E 195.95 v
"_GONG
p
/
�, CONCRE WALK s
^O �, ���� ii.
a 1 CO a
- - -
12"ADS ., 12 CAC
__. DUIT
CNC --
PP/��f-�C NCR TE WAL
2'P 1 �-
IE W 195.85
0 �. - i
11L"�
.,
-�� a
TRAVERSE TECHNIQUES.
7. CITY OF RENTON ZONING: CN-COMMERCIAL NEIGHBORHOOD
1�
BOT 193.75 �- � �0
- �/,
SS- --- Ss- ---SS--�-$
'S o 4' � �
O 0 f ASPHALTS 205 1
'0 r' /2
---8 CONC I
- - SS-
o
/ I o
.206 0 ,j/
/ I
_
ilii �..� � ,,,,,,,,, ,;; - - ,ri , iTiTT --SD-
i
Og O°' ��p' o �12 +rdt3 NC
ti 0
R6-RESIDENTIAL - 6 DU/AC
8" ONCE (
WV I
�-
- SS- - - - SS- - - - 5 - _SSS---SS-
281.99 AtC) -1
--SS- SS
- -
M a
-- SS- - - - SS-
, ti �^ N
ONC
�/ o
`� � �, rn
CO C
BENCHMARKS:
TOP CASE 201.321
TOP NUT 199.42 rn
°' o I N
N N
�-
_ _
WV�-
S89'04'29"
TOP NUT 1903.19 `�
NUT 1997 � w
�-
\
- - S
- �-
-
N
\2 0
i
---SS----------- --- S--SiONC
� N. 30TH ST.
LSS�(� I �, -
896.84 CALC
_ /( )
�-
V 178.83 CALC)
-�
BM #1 - CITY OF REN TON COR341
TOP J" STEEL ROD SET IN CONCRETE MONUMENT IN CASE 3' EAST OF
12'CONC - r
- -SSD - - - C f 1 ADS
-TOP
_ 12' \ \ O
- W---- - --- >
- - W - - - - W - - - - -k - - - W - - - W - - - W W - - - - W -
yl o
� \ N
- - W - - - - - yy � - �i N \w
\ H V
178.84 R1 ) TO CASE 217.38
\
\
-
DHA 2596-75
CENTERLINE OF INTERSECTION PARK AVENUE NORTH AND NORTH 30TH STREET.
ELEVATION 201.26'
o - -
cn I
S
\ _ I
' '
\ -
- -
- "ADS -
- sD,- - 19 r \� 1
/ C' 12�'C'
- - - - - - W TO NUT 215.09
P UG 1
MON IN CASE
=
v
_ _ NCRETE PAD
-"
CO RETE--GVALK
,
- -- -- �'- '
_ _ - - 12"CMP
N 192097.34'
BM 2 -CITY OF RENTON COR 526
L
CBI SOLID LID I
( ) CBI
- - _ - 0�- = - `T - - - _ T -
- E_
- - --L -
----- Gr------- - r
-
-
�r
a �- - - - _ - OE-
- E- -
- - -- - \ S
CON C ETE ALK
E 1303455.68'
TOP HARD NAIL 2' EAST OF CENTERLINE INTERSECTION OF PARK AVENUE
RIM 195.67 I RIM 200.17 °O
p
CONCRETE WALK -►
PP/UGASPHALT I
DRIVE
ASPHALT
GRASS ASPHTE7_
PP/UG z :02-
® p Z
o
EL 235.73'
NORTH AND NORTH 33RD PLACE
ELEVATION = 182.09'
IE W 193.67 I IE W 198.37
IE 193.97 IE E 198.17 1
N
I
DRIVE WV
TOP CASE 206.80 I
CB I(SOLID LID) DRIVE o cj
IRIM CBI N
CBI ASPHALT CBI cj
DRIVE_
E z
30' 15' 0 30' 60' IEE 193.77 BOT 196.77 zo I
;
CB 1
TOP NUT 203.54 rg I
207.08 -
DHA 2596-73 IE N 204.83 RIM 211.27
RIM 212.74 RIM 218.74
_ _
- - -
FEMA CERTIFICATION
BOT 192.07 I
RIM 202.40 I
I
RIM 06.87
SCRIBED "X" IIE S 204.88 IE W 209.02 MH3488 (48'DIA)
IE W 210.24 IE W 215.5
IE S 210.44 IE S 216.59
THIS PARCEL LIES COMPLETELY WITHIN ZONE X AS SHOWN ON FIRM(FLOOD
CB I
TOP CASE 201.29 RIM 202.48 I CB I
SCALE I N FEET TOP NUT 199.40
IE N 200.15
IE S 200.25 I
I
IE N 204.7(8"DI)
BOT 04.52
N 192084.064' IE E 204.98 IE E 209.12 I RIM 212.80
E 1302584.310' I BOT 203.23 BOT 208.47 IE N 205.50
IE E 210.29 IE E 215.54
BOT 210.04 BOT 214.44
INFORMATION RATE MAP) 53033CO644 F AS REVISED ON MAY 16, 1995.(PANEL
IE W 199.93 RIM 202.36
BOT 197.90
EL 207.68' I IE W 205.40
644 OF 1725) ZONE X IS DEFINED AS AREAS DETERMINED TO BE OUTSIDE 500
IE S 199.98 IE N 200.46
�2s0 I
I
I
IE S 205.50
YEAR FLOODPLAIN. AS THERE IS NO FLOOD HAZARD, NO ELEVATION
BOT 198.28 IE SE 200.461
I
9'0
I I IE E 205.60
CERTIFICATE IS REQUIRED.
BOT 197.71,
I
I
I CHANNELED BOTTOM
SYM
REVISION
BY
APPROVED
DATE
SYM
REVISION
BY
APPROVED
DATE
N
ACCEPTABILITY
DRAWN BY
AAC
DATE
10.21.16
SUBTITLE
LAST REVISION
SYMBOL
DATE
THIS DESIGN AND/OR
A.L.T.A. SURVEY
CHECKED
SHEET
DUANE HARTMAN & ASSOCIATES, INC.
SPECIFICATION IS APPROVED
DAH
10.21.16
OF
ENGR.
TITLE
APPROVED BY
DEPT.
DATE
DHA
Surveyors
1
CHECKED
JOB N0.
1404 N. 30TH ST. A.L.T.A.
16-2596
APPROVED
16928 WOODINVILLE-REDMOND ROAD, B-107 (425) 483-5355
CITY OF
RENTON
DWG. NO.
APPROVED
WOODINVILLE, WASHINGTON 98072 FAX 425 483-4650
RENTON
WASHINGTON
16-2596ALTA.DWG