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INDEXING INFORMATION
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EXISTING CONDITIONS SURVEY
OF
BLUE ORIGIN RENTON ROAD IMPROVEMENTS
A PORTION OF SECTION 1/4, OF THE NW 1/4 OF SEC. 19 TOWNSHIP 23 N., RANGE 5 E., W.M.
I III I I I
CITY OF RENTON, KING COUNTY, WASHINGTON GATE I Dip GAS
In
GATE PAINT MARK I
TRACK s
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0 10' 20' 40' �zs 1 I �; I
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SCALE: 1 "=20'
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w W/BARBED WIRE °
N 5 o� � co ca ®� � CB STD GRT
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RIM=20.54'
o � ®� I 12" CNC S IE=18.49'
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POWER ���u
METER
POWER GAS
CB STD GRT CABINET METER � ���
RIM=18.95' � s
SURVEYOR'S CERTIFICATE:
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY UPON WHICH IT IS BASED
WERE MADE ME OR UNDER MY DIRECTION AND CORRECTLY REFLECTS THE CONDITIONS OF
THIS SITE AS OF APRIL 15, 2022.
° a
°
Ia ° MATTHEW K. ABBAS, P.L.S.
WASHINGTON REGISTRATION N0. 20109892
a ° i MABBAS®BARGHAUSEN.COM
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LEGEND
I I I (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP)
°
°
SDMH, 48" STRUCTURE SURVEY MONUMENT (AS NOTED)
RIM=21.09' SECTION CORNER (AS NOTED)
°
12" CNC N IE=18.17' ■0 SET REBAR/CAP (LS#XXXXX)
18" CNC E IE=17.67' o FOUND REBAR/CAP (AS NOTED)
12" CNC S IE=18.08'
18" CNC W IE=17.73' ❑ SET 2"X2" HUB/TACK LINE STAKE
°
I 0 MAG/WASHER OR LEAD/TACK (AS NOTED)
BENCHMARK
a
I CB STD GRT LUMINAIRE (LUM.)
°
IRIM=20.50' [❑ YARD LIGHT
12" CNC N IE=18.62'
ORNAMENTAL LIGHT
TRAFFIC SIGNAL LIGHTS
GUY
m a ANCHORS ❑• POWER METER
SSMH, 48" STRUCTURE 8" PVC W IE=17.41' I o / \-
CB SOLID LID, TYPE 1 RIM=20.76' -0- POWER POLE
(PIPES UNDER WATER) I y 1 I ®
RIM=20.91' CENTER 8" PVC CHANNEL NE=15.37' CB SOLID LID ,= TYPE 1 JUNCTION BOX (AS NOTED)
s� °
12" CNC N IE=17.38' CENTER 8" PVC CHANNEL S=15.36' POWER Q` $
RIM20.16 CB SOLID LID, TYPE 1 CABINET I d I TELEPHONE MANHOLE
12" DI S IE=17.51' CENTER 8" PVC CHANNEL W=15.37' 8" CNC N IE=17.64' CB STD GRT / TEL. RISER III ° I CATCH BASIN (CB)
12" DI W IE=17.33' 12" PLUG N RIM=19.65' m v a
( ) 8" DI E IE=17.74' DISTURB GROUND o
RIM=19.46' 8" CNC N IE=17.44' I d •� I N I 0 STORM MANHOLE (SDMH)
8" CNC S IE=17.69' 8" DI W IE=17.79' � � ' ,CaNl (aNl r( c) r(uc)
6" DI W IE=17.92' 8" PVC E IE=17.43' I 7 ® cl ''•" i I I Q SANITARY SEWER MANHOLE (SSMH)
3 8" PVC W IE=17.37' �, 3
------------------------------------- - o CLE NO NO
-------------------- -- _ (PIPES UNDER WATER) (oNi -� (an)l� an 1 an 1 T(uG) Njl
-------- --- -- I �- r(ec) a (o�)i (qNl
----------------- (on)._ (0°1 v ° I
GAS METER
-------
�� a ----------------------------------------------- C NL (aNi T(jc) �a�i (a�)1 -
a� _ --- - --------- I a I p ° FOUND 1 1/2" FLAT BRASS DISK
_ D4 GAS VALVE
------(��1------(aNl ----- ��Nl------�an)1 ----- (aNi 3 T(uc T(UG)
_ �~ _ MAPLE AVENUE S.W. _o
y o I ? 1 y I
M - ,�j, M - M ~= �--- rn I I = _
Iv M ��1Y1 M
M M- M- M- M- M- M- M-
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N01'21'26•E N I I� M-M-M-M-M-M-M-M-M M I I y
OS - OS - as - aS S - OS - aS - 1`r`L - - _ -M -M -NI^ �i -N L-111
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/� (IS as as -as -as -as -as -as -as -as -as -as -a - - - 17
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SS-SS-SS-SS-ss-SS-SS-SS-�s-SS ass �ssl-ss-ss-Ls-Sag-2ss�ss-ss-ss-ss-ss-ss-ss-ss-ss-ss-ss-ss-ss-ss SS SS C
POWER POLE --a-a-a-a- - -- ss ss- ss-ss-ss-ss-ss -ss- SS SS
=a -
-a-a- --- a > ? > 0�
----------------------------------------------- - a----� ---- �_ - n - - c - -
s s
cn
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K(-I)d (Ho)d--��'--- o � GAS MARKER(HO)d � --� -CO �- - a----� --�- I
(HO)al - ---POWER a� a_-_�_-aaaaa aa-a aaaa a �'�� POST
------ -- 0 a a a a --�1�a 0 0 9 9 0 9 0
° o a HO)d (I�)d (HO)d (HO)d (HO)d (HO)d �0)d ° c� ° ° a CABINET (on)d (on) (on)d (on) -- - o o e �, s o o a a o o'- To
o v, o of - 1
a 4 ( Ib (H(4)d N "y)d (Ho)d (oNd (and (s�ljd . a-_--- o n)d --------� ��-�--- - 0 0 0 �21�-� 21� ° ° a ° F-�� °a lH0)d (Jn)d a
on (a up (a Zan7d -�on)d -
° �° ° x R�trTa- +•-iA Ho (Ho)d (HO)d_. lg_- (an)d (an).d (an)d (on)d a a G °
�I 7a-L_��Tbhld -_ )d (wo)d (Ho) - - ---- - -- angel an)d_ (a�n� (an)d N > N� (an)d P(uc)
GATE = v o� and o ° ~ d �l (an)1 (_,l (�Nl - , �aNl (an' (aNl ----(aNl---- - (aNl x x - x - �..1 (Hb) a ova- v,Y23 an� o o d o)d (an� o)d
o SENSOR �� o of and d 21 a GATE -• x.. _ .x - x x x
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�22 I �s �22j Q`ql CB STD POWER BOLLARD -GATE : - x ° °
s. 00 22� \ a CABINET "BD" (TYP.) CB STD GRT TEL. VAULT I N
RIM-19.92' RIM=19.08' "TV" (TYP.) I �� • Y, I F
- 6" DI E IE=17.92' CONC. GATE a \ c
�y 8" PVC E IE=17.48' SSMH, 48" STRUCTURE
MASONRY SENSOR o
POWER - s WALL RIM=20.80'
CABINET ° POWER POLE CENTER 12" PVC CHANNEL N=14.03'
W/DROP LINES & CENTER 12" PVC CHANNEL SE=14.10' SIGN J / 5° 1`o o
LOT LIGHT I 2 YARD LIGHTS s- s
s� �� ON 24" BASE TEL. MANHOLE CENTER 12" PVC CHANNEL W=13.73' � a
0 o I
sA �n "TM" (TYP.) UNKNOWN VAULT ° ° 5
CULVERT, 10 s POWER UNKNOWN VAULT WITH DIAMOND PLATE
GATE CONTROL 12" CMP NW IE=19.74' CULVERT, MANHOLE WITH DIAMOND PLATE POWER SDMH, x
PANEL ROCKERY 9" DI W IE=19.93' ROCKERY CABINET RIM=22.02'
SDMH, 54" STRUCTURE 18" CNC SE IE=19.20'
I RIM=22.71' 8" CNC S IE=19.64' x V
SDMH, CONTROL STRUCTURE 12" CMP N IE=17.34' 16" PVC W IE=19.20'
RIM=22.99' 12" CMP SE IE=17.26' (PLUG NORTH)
12" DI E IE=17.40' 33" CMP W IE=17.26' cp
0
33" CMP W IE=17.31' CB STD GRT x i UJ II °
12" CMP S IE=17.31' RIM=20.93'
S. PIPE GATE VALVE=17.42' 8" CNC N IE=19.19' N W
S. PIPE ELBOW=19.84'
S. PIPE ORIFICE=19.74'
TOP CONTROL=20.51' Lf) W WATER METER I
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BOTTOM CONTROL=16.45' CD co "WM" (TYP.) 1rn
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SURVEY INFORMATION
HORIZONTAL DATUM:
HORIZONTAL DATUM FOR THIS SURVEY IS WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE NAD
83/2011 PER GPS OBSERVATIONS UTILIZING THE WASHINGTON STATE REFERENCE NETWORK.
VERTICAL DATUM:
VERTICAL DATUM FOR THIS SURVEY IS NAVD88 AS ESTABLISHED BY GPS OBSERVATION UTILIZING THE
WASHINGTON STATE REFERENCE NETWORK WITH NGS GEOID 2012E LOADED.
DATE OF SURVEY:
THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON APRIL 15, 2022. ALL
SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN APRIL OF 2022.
NARRITIVE:
THIS IS A FIELD TRAVERSE SURVEY. TRIMBLE S-5 AND TRIMBLE TSC7 DATA COLLECTOR WAS USED
TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS
SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN W.A.C.
332-130-090. ALL INSTRUMENTS AND EQUIPMENT HAVE BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO
MANUFACTURERS' SPECIFICATIONS AND USED BY APPROPRIATELY TRAINED PERSONNEL.
BENCHMARK
DATUM
HORIZONTAL DATUM: N ZONE NAD 83/201 1 VERTICAL DATUM: NAVD88
W/PUNCH IN CONC., IN CASE, 0.4' w WATER VALVE (WV)
BELOW GRADE, INTERSECTION OF s FAUCET
N I SW 16TH ST & MAPLE AVE SW FIRE HYDRANT(FH) / CONNECTION(FDC)
i I (APRIL 2022) ® WATER MANHOLE
IL� N ® WATER METER
BLOW -OFF / AIRVAC
SSMH, O MONITOR WELL
RIM-21.06' F-1 SIGN
CENTER 12" PVC CHANNEL NW=14.06' > IRRIGATION SPRINKLER
I CENTER 12" PVC CHANNEL E=14.11' DIRECTIONAL ARROW
CENTER 12" PVC CHANNEL S=14.06' ADA PARKING
POWER POLE W/3
x CHAIN LINK FENCE
WOOD FENCE
GUY ANCHORS S. HOGWIRE FENCE
& 2 E. *** SILT FENCE
I p METAL/IRON FENCE
POWER VAULT u u GUARD RAIL/CABLE FENCE
"PV" (TYP.) - W - W - WATER LINE
SDMH, 48" STRUCTURE - c - c - GAS LINE
RIM=21.35' STEAM- STEAM LINE
18" CNC NW IE=18.24' T(xx) TELEPHONE LINE (C
18" CNC E IE=18.00' P(xx) POWER LINE (OH) OR
18" CNC SW IE=18.51' SD STORM LINE
I I I SS SEWER LINE
o r� ROCKERY
N KEYSTONE WALL
�w
o I CDQ DECIDUOUS TREE
a I CD o CONIFEROUS TREE
CD CD O TREE DRIPLINE
° CONCRETE
a GRAVEL/SAND (AS NOTED)
CB STD GRT ADA RAMP PAD
RIM=20.99' Ili Ili Ili III III III' 111
18" CNC NE IE=18.93' LI � II,�II�,II DIRT
a I RIP RAP
ASPHALT
BUILDING LINE
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ABBREVIATIONS
(R#) REFERENCE SURVEYS
o ° (OH) OVERHEAD
(UG) UNDERGROUND
(TYP) TYPICAL
(C) CALCULATED
(M) MEASURED
DATE
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R-423602 I ��
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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FOUND 1 1/2" FLAT BRASS DISK
W/PUNCH IN CONC., IN CASE, 0.4'
BELOW GRADE, INTERSECTION OF
SW 16TH ST & LIND AVE SW
(APRIL 2022) �
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SURVEYED: SCALE: DATE:
BCE VERTICAL: NAVD 1988
83/1 EXISTING CONDITIONS SURVEY / / IIn
»- ' HORIZONTAL: NAD 1983/1991 CITY OF
4 26 2022
DESIGNETDM 1 20 R BLUE ORIGIN RENTON
FIELDBOOK: --
-
DRAWN: TDM RENTON ROAD IMPROVEMENTS PAGE: - - -
• DRAWING NO:
ONE INCH DATU M
1 REVISED PER CITY OF RENTON 1/24/23 REVIEW TDM 2/22/2 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. INTERSECTION OF MAPLE AVENUE S.W ANDDKB 22334
IF NOT ONE INCH
NO. REVISION BY DATE APPR APPROVEDD:KB SCALE ACCORDINGLY S.W. 16TH STREET, RENTON, WA, 98057
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