HomeMy WebLinkAboutR-369008z
z
H
U
0
O
tr
a
a
,v
m
a
Y
0
0
m
L1J
J
U)
09,
Q
i
i
i
W
m
FOUND PUNCHED BRASS
PLUG SET IN
CONCRETE FLUSH WITH
ROAD SURFACE
I
NE 114 SECTION 14, TOWNSHIP 23 N. RANGE 5 E, W.M..
SADDLEBROOK DI V. //
w
�a
m
z FOUND 4" CONCRETE
MONUMENT WITH
®I PUNCHED 2" DOMED
BRASS DISK DOWN 0.5'
IN MONUMENT CASE
C) I OF 14 COVER SHEET
C2 2 OF 14 EXIS77NO TOPOGRAPHY
C3 3 OF 14 HORIZONTAL AND VER77CAL CON7ROL PLAN
C4 4 OF 14 TREE RETEN77ON PLAN
C5 5 OF 14 CLEARING AND TESC PLAN
C6 6 OF 14 TESC NOTES AND DETAILS
C7 7 OF 14 GRADING PLAN
C8 8 OF 14 ROAD DETAILS AND CROSS SEC77ONS
C9 9 OF 14 ROAD AND STORM DRAINAGE PLAN AND PROFILE
CIO 10 OF 14 DETENTION POND PLAN VIEW
CI1 11 OF 14 DETENTON POND DETAIL
C12 12 OF 14 STORM DRAINAGE DETAILS
SS7 13 OF 14 SEWER EXTENSION PLAN
SS2 14 OF 14 SEWER EXTENSION PROFILE
LAI 1 OF 1 LANDSCAPE PLAN
Call 2 Working Days Before You Dig
Uhifiea Under 811Laatfon Center
(ID,MIT,NDOR,WN
156TH AVENUE SE CHANNELIZA77ON NOTE.•
CONTRACTOR, DEVELOPER AND ENGINEER TO COORDINATE RES7RIPING OF DOUBLE YELLOW CENTERLINE
AND FOGLINE WITH CITY TRANSPORTARON DEPARTMENT.
TRACT A SIGNA
IN LIEU OF A STREET NAME SIGN, ADDRESS SIGNS LIS77NG THE ADDRESSES OF L07S 1, 2 AND 3
WHICH ACCESS THE PUBLIC STREET VIA THE SHARED DRIVEWAY WILL BE INSTALLED AT THE
INTERSEC770M OF 7RACT A AND 156TH AVENUE SE.
Fs2E SNZTNKtGk4 - Lww 1, 2 *0 3 SMMCL SE 9*04 1i;D WIN
ZMro _u zAl sya ffiWi a SY0r&41s-
ILE
/.
'7LE
:LOSED
77NG
THE
TILES CONDITION TO PREPARE THIS SURVEY AND THEREFORE D.R. STRONG CONSULTING ENGINEERS
INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT.
2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT COND177ONS EXIS77NG ON APRIL 18,
2013. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN AUGUST,
2012.
J PROPERTY AREA = 38,715, SQUARE FEET (0.88881 ACRES).
4. ALL DISTANCES ARE IN FEET.
5. THIS IS A FIELD TRAVERSE SURVEY. A LEICA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION
WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONIROLL/NG
M0NUMENTA77ON AS SHOWN. CLOSURE RA ROS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED
IN WAC 332 - 130 -090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN
ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
6. U77LITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE U77LI71ES WITH
EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND
UTILITY LOCA77ONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNEC71ONS ARE SHOWN AS
STRAIGHT LINES BETWEEN SURFACE UTILITY LOCA77ONS BUT MAY CONTAIN BENDS OR CURVES NOT
SHOWN. SOME UNDERGROUND LOCATONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC
RECORDS. D.R. STRONG CONSULTING ENGINEERS INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF
PUBLIC RECORDS.
LEGAL DESCRIPTION:
771E SOUTH 130 FEET OF LOT 5 IN BLOCK 2 OF JANETTS RENTON BOULEVARD TRACTS ACCORDING TO
PLAT RECORDED IN VOLUME 17 OF PLATS AT PAGE(S) 60, IN KING COUNTY, WASHINGTON;
EXCEPT THE EAST 290 FEET THEREOF.
L7CCCOCA /!"CC.
1. JANETYS RENTON BOULEVARD TRACTS RECORDED IN VOLUME 17 OF PLATS PAGE 60.
2. LIBERTY GROVE RECORDED IN VOLUME 241 OF PLATS PAGES 26 THROUGH 28, UNDER RECORDING
NUMBER 20070530000037.
VERTICAL DATUM.•
RAW 88 PER CITY OF RENTON VERTICAL CONTROL
BENCHMARK.•
L CITY OF RENTON CONTROL POINT NO. 210J PUNCHED BRASS PLUG SET IN CONCRETE FLUSH NTH
ROAD SURFACE AT THE /NTERSECRON OF SE. 1287H STREET AND 156TH AVENUE SE. AKA THE NORTH
QUARTER CORNER OF SEC77ON 14 -23 -5, ELEVARON = 54794 FEET
2. CITY OF RENTON CONTROL POINT NO. 1909: CONCRETE MONUMENT W17H TACK IN LEAD PLUG AT
THE INTERSEC77ON OF SE. 1397H ST. AND 156TH AVENUE SE., ELEVA77ON = 372.34 FEET.
BASIS OF BEARINGS.•
N0029.00 E BETWEEN THE MONUMENTS FOUND IN PLACE AT THE SOUTH AND NORTH QUARTER
CORNERS OF SEC77ON 14 -23 -5 PER REF. 2
D.R. STRONG AS NOTED
CONSULTING ENGINEERS "`°
ENGINEERS PLANNERS SURVEYORS ow.wx:
�
620 TTHAVENUE ND, WA 980.33 c "ccxso: cwA
•r rvu Eat
042582L3063 3 F42 F425.82L2423 IIAI F NOT ONE i"c"
NO. REVISION BY
rvonizo a x"m ieei %isn
DATUM
LEGEND:
I
PROJECT S17E
_
41,095 S.F. (0.94 ACRES)
SITE ADDRESS
13422 156TH AVENUE SE
RENTON, WASHINGTON
TAX PERCEL NUMBERS
3664500250
PROPOSED NUMBER OF LOTS
3
EXISTING ZONING.
R4
PROPOSED ZONING:
li
DENSITY PROPOSED/PERMITTED:
QI
LAND IN PUBLIC STREET
2,380 S.F. (0.05 ACRES)
SCHOOL DISTRICT.
RENTON 1403
ELEC7R/CITY AND NATURAL GAS
PUGET SOUND ENERGY
WATER DISTRICT-
WATER DISTRICT 90
Q
CITY OF RENTON
TELEPHONE:
CENTURnINK
EXIS77MG IMPERVIOUS
2,860 S.F.
PROPOSED IMPERVIOUS
15,300 S.F.
NET IMPERVIOUS INCREASE..
12,440 S.F.
e
I
I
U.D-11
FOUND MONUMENT AS N07ED
SET STANDARD KING COUNTY
MONUMENT WITH BRASS DISK STAMPED
"DRS 37555" IN MONUMENT CASE.
FOUND CORNER MONUMENT AS AS
NOTED.
SET 518" X 24" REBAR WITH PLAS77C
CAP STAMPED `DRS 37555"
SET MAG NAIL WITH 1 112" ALUMINUM
WASHER STAMPED "DRS 37555
VBF VER77CAL BOARD FENCE
CLF CHAIN LINK FENCE
PROJECT CONTACTS.
VICINITY MAP
NORTH
PROJECT DATA:
TOTAL SITE AREA:
38,715 S.F. (0.89 ACRES)
TOTAL PROJECT AREA:
41,095 S.F. (0.94 ACRES)
SITE ADDRESS
13422 156TH AVENUE SE
RENTON, WASHINGTON
TAX PERCEL NUMBERS
3664500250
PROPOSED NUMBER OF LOTS
3
EXISTING ZONING.
R4
PROPOSED ZONING:
R4
DENSITY PROPOSED/PERMITTED:
3.8614.0
LAND IN PUBLIC STREET
2,380 S.F. (0.05 ACRES)
SCHOOL DISTRICT.
RENTON 1403
ELEC7R/CITY AND NATURAL GAS
PUGET SOUND ENERGY
WATER DISTRICT-
WATER DISTRICT 90
SEWER DISTRICT
CITY OF RENTON
TELEPHONE:
CENTURnINK
EXIS77MG IMPERVIOUS
2,860 S.F.
PROPOSED IMPERVIOUS
15,300 S.F.
NET IMPERVIOUS INCREASE..
12,440 S.F.
APPLI CANT / OWNER ............................ PNW HOLDINGS LLC
............................... ........................... 9675 SE 36TH STREET, SU17E 105
........................... ............................... MERCER ISLAND, WASHINGTON 98040
........................... ............................... (206) 588 -1147
........................... ............................... CONTACT.- JUSTIN LAGERS
........................... ............................... ✓USTNQPNWHOLDINGSCOM
CIVIL ENGI NEER ... ............................... D.R. STRONG CONSULTING ENGINEERS, INC
.............................. ............................ 620 77H AVENUE
........................... ............................... KIRKLAND, WASHINGTON 98033
........................... ............................... (425) 627 -3063
........................... ............................... CONTACT MAHER A. JOUDI, P.E.
........................... ............................... MAHER,JOUD/BORSTRONCCOM
R- 369008
CITY OF
RENTON
Planning /Building /Public Works Dept.
I&
NORTH
GRAPHIC SCALE
�m 20
`mmlw
1 INCH = 20 FT.
RECOMMENDED FOR APPOVAL
.1_
.
Ir1!♦
STIR 7
/iJ
a- -
SADDLEBROOK DIV. II
COVER SHEET
-- 3c9d 0
T
08.08.13
C1