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n7r-.qF 11. 025SF 8!6!SF 1,076SF; SF 843SF 1,073SF'
■■■■ - _ -
LOT AREA TABLE
1
1,076
SF
2
846
SF
3
1,025
SF
4
846
SF
5
1,076
SF
6
1,076
SF
7
846
SF
8
1,025
SF
9
1,076
SF
10
1,076
SF
11
846
SF
12
1,025
SF
13
1,076
SF
14
1,083
SF
15
851
SF
16
1,032
SF
17
851
SF
18
1,083
SF
19
1,083
SF
20
851
SF
21
1,032
SF
22
851
SF
23
1,083
SF
24
1,076
SF
25
846
SF
26
1,025
SF
27
1,076
SF
28
1,076
SF
29
846
SF
30
1,025
SF
31
1,076
SF
32
1,076
SF
33
846
SF
34
1,025
SF
35
846
SF
36
1,076
SF
TOTAL
35,630 SF
MIN.
846
SF
MAX.
1,083
SF
AVG.
990
SF
S5 r I C08 - GRADING ROADWAY AND DRAINAGE PLAN
�.
-•
2,59ROAD AND STORM PROFILES
---::.. .: . E, _ C10 -VAULT PLAN
= :.:s;: •.== 544.56' �_. - - .._ - - LT SECTIONS
w_ . ............ :..t.w. �: �w�p• !war, � , ,.M. `...
R=38.0
q W e=ss.s4• C12 - STORMFILTER MANHOLE DETAILS
;. _ _ DETAILS
-
\ 1Q+42 ° L 5s.6 C14 -DETAILS
DETA
LS
,..•.•:::::::.: << . ,. C16 - TREE RETENTION PLAN
<_ s
POSITE UTILITY PLAN
C17 COM
C18 - WASTEWATER AND WATER UTILITY PLAN
-:.:.:..
______________• .. -- TER AND WATER UTILITY PROFILES
a 30 a 10 20 30 60 -
- C19 WASTEWATER
PARCEL 326060-0000 C20 DETAILS
to
jr
HERITAGE VILLAGE CONDOMINIUM C21 - DETAILS
C22 - FIRE GATES DETAIL
_ L-ECND= GRAPHIC SCALE L100 --- LANDSCAPE PLAN
SCALE r=so'
.. \
=<:>:=<< SD STORM MAIN LINE
\ LEGAL DESCRIPTION:
........
_- - - - - - - - - - - STORM TIGHT LINE
TYPE 1 CATCHBASIN AN UNDIVIDED ON -HALF INTEREST IN THE FOLLOWING DESCRIBED PROPERTY: GENERAL SURVEY NOTES: -+
1. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A
._ TYPE 2 CATCHBASIN SITE /NFORMq�= PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION SURVEY MADE ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS
\ Y `.; ® STORM CLEANOUT 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, INDICATING THE GENERAL CONDITION EXISTING AT THAT TIME.
==== -SS SEWER MAIN LINE ADDRESS: 1600 GRANT AVE S DESCRIBED AS FOLLOWS:
BEGINNING ON THE EAST LINE OF SAID SUBDIVISION AT A POINT WHICH IS SOUTH 2. UNDERGROUND UTILITIES WERE LOCATED BASED ON THE SURFACE EVIDENCE
=> 4 PARCEL NUMBER: 202305-9052 00'08'49" WEST 475.79 FEET FROM THE NORTHEAST CORNER THEREOF; OF UTILITIES I.E. PAINT MARKS, SAW CUTS IN PAVEMENT, COVERS, LIDS ETC.
SIDE SEWER LINE ZONING: RM-F ( )
= THENCE NORTH 00'08'49" EAST 158.00 FEET; THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION AND SIZE OF
SEWER MANHOLE PARCEL AREA: 92,051 SF (2.11AC) THENCE WEST PARALLEL WITH THE NORTH LINE OF SAID SUBDIVISION 654.50 FEET; EXISTING UTILITIES PRIOR TO CONSTRUCTION.
SEWER CLEANOUT DISTURBED AREA: 89,451 SF (2.05 AC) THENCE SOUTH 26.18'57" EAST TO THE INTERSECTION WITH A LINE EXTENDING
_A EXISTING IMPERVIOUS AREA: 3,900 SF (0.09 AC) WESTERLY THROUGH THE SAID POINT OF BEGINNING AND PARALLEL WITH THE 3. TREE SIZES WERE LOCATED &SPECIES DETERMINED TO THE BEST OF OUR
W WATER MAIN LINE GROSS NEW IMPERVIOUS AREA: 58,866 SF 1.35 AC)NORTH UN OF SAID SUBDIVISION;ABILITY. HOWEVER, TYEE SURVEYORS DOES NOT WARRANT THE ACCURACY OF SIZE
' (1.THENCE EAST ALONG SAID EXTENDED LINE TO THE POINT OF BEGINNING;
& SPECIES SHOWN HEREON. ANY TREES CONSIDERED TO BE CRITICAL SHOULD
_ WATER SERVICE LINE NET NEW IMPERVIOUS AREA: 54,966 SF (2 6 AC )
' WATER METER EXCEPTION THEREFROM A STRIP OF LAND ';I) FEET WIDE, PARALLEL WITH AND BE VERIFIED BY A TRAINED ARBORIST.
ADJOINING THE WESTERLY LINE OF SAID TRACT, FOR ROAD PURPOSES; 4. THIS MAP DOES NOT PURPORT TO SHOW EASEMENTS OF RECORD, IF ANY.
WATER TEE SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
`' I ►� WATER VALVE BUILDING AREAS: TAX PARCEL # 2023059052 BUILDING 1 3,284 SF 5. NO PROPERTY CORNERS WERE SET IN CONJUNCTION WITH THIS SURVEY.
' [►�-� FIRE HYDRANT ASSEMBLY BUILDING 2 2,723 SF MERIDIAN:
' WATER BENDS BUILDING 3 2,723 SF ASSUMED
/ BUILDING 4 3,284 SF ALL EXISTING AND PROPOSED IMPROVEMENTS SHALL BE LOCATED AND
I[ WATER CAB W/ B.O. BUILDING 5 3,284 SF
CL DIMENSIONED TO CITY OF RENTON SURVEY MONUMENTS, MONUMENT LINES OR
CURVE UTILITY LINES BUILDING 6 2,723 SF DATUM-51'49'25" BUILDING 7 2,723 SF NAVD 88 STREET CENTERLINES. DIMENSIONS MUST BE DONE BY STATIONING AND OFFSET
o / R=125.00' 312 2-FOOT CONTOUR LINE BUILDING 8 3,284 SF FROM THESE CONTROL LINES.
L=113.0 ' 310 10-FOOT CONTOUR LINE TOTAL 24,028 SF
T=60.73§ E BENCHMARKS
• ROCKERY BUILDING COVERAGE: 26% NPDES PERMIT: WAR #304993 ISSUED FEBRUARY 6, 2017.
CONDITION: / PROPERTY LINE ORIGINAL BM: FOUND BRASS DISK IN CONCRETE IN THE INTERSECTION OF S
SEPARATE BUILDING PERMIT APPROVAL OF THE STORMWATER VAULT % �%71 % Y FVR�OQCS; 18TH ST AND GRAND AVE S. WIGS POINT DESIGNATION : RENT787.
IS REQUIRED PRIOR TO START OF CONSTRUCTION. _ LOT LINE v �� I I �v NORTHING = 172,295.95
LINE WATER CITY OF RENTON EASTING = 1,302,573.67W O..
PERMIT BOND IS REQUIRED TO BE SUBMITTED PRIOR TO PERMIT R.ELEV. = 317.57
ISSUANCE FOR CONSTRUCTION. EASEMENT LINE SEWER CITY OF RENTON
STORMWATER CIYT OF RENTON TBM - A: SET MAG NAIL IN SEAM 2' WEST OF TOP BACK CURB ON WEST
PRECONSTRUCTION MEETING REQUIRED PRIOR TO PERMIT ISSUANCE CURB LINE SIDEWALK OF GRANT AVE S.
FORCONSTRUUCTION. BUILDING LINE ELEV. = 309.81 R-391001 Cn
CLIENT/ DEVELOPER: CIVIL ENGINEER: SURVEYOR: TBM - B: SET HUB + MAG NAIL 20' +/- E OF SE CORNER OF HOUSE. W
ELEV. = 318.93 IN COMPLIANCE WITH CITY OF RENTON STANDARDS :E
SATWANT SINGH JOE HOPPER TIM GRIFFIN 0
TRACT AREA TABLE
TRACT A
19,084
SF
0.44
AC
TRACT B
12,476
SF
0.29
AC
TRACT C
2,595
SF
0.06
AC
TOTAL
34,155
SF
0.78
AC
SKYLINE PROPERTIES, INC. PACIFIC ENGINEERING DESIGN, LLC TYEE SURVEYORS C.O.R. BM: MONUMENT IN CASE IN THE INTERSECTION OF EAGLE RIDGE DRIVE REGIONAL FIRE AUTHORITY _L_50 116TH AVE SE, SUITE 120 15445 53RD AVE. S., SUITE 100 10007 GREENWOOD AVE. N SOUTH AND SOUTH 18TH STREET. RENTON MONUMENT ID #1063 �� ^*oti SURFACE WATER UTILITY z
NORTHING = 172,
BELLEVUE, WA 98004 SEATTLE, WA 98188 SEATTLE, WA 98133 968.69 APPROVED cyaz
PHONE: (206) 431-7970 PHONE: (206) 525-3660 EASTING = 1,301,533.10 cthomas 10/16/2017 q�FpEPJ rstraka 10/16/2017
ELEV. = 261.21 0
PoFN M-
NE1/41 SW1/4, SEC. 20, L 23 N., R. 5 E., W.M.
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Pacific
4 FOURTH ROUND CITY REVIEW COMMENTS
3 THIRD ROUND CITY REVIEW COMMENTS
Oct S T �� 2 SECOND ROUND CITY REVIEW COMMENTS
NA L �
to/1o/1'7 1 FIRST ROUND CITY REVIEW COMMENTS
NO. REVISION
DEVELOPMENT ENGINEERING •�
rnair 10/17/2017
JF JH 1.cMMIRI 1 "=20• CITY OF
DEMOMM
JF 29 JH J. H0PPER � RENTON
JF 4 JH I -AL. 2 17 JH a mm m J. � AT FULL WAE DATUM Planning/Building/Public Works Dept.
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BY DATE APPR N"wlm w" 14OOI11*1KY
WASTEWATER UTILITY ~
WATER UTILITY LU
�dchrlsten 10/16/201710/16/2017 Abdoul Gafour 10/16/2017 U
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