HomeMy WebLinkAboutLarge FormatCITY OF RENTON
SHORT PLAT NO.----
RENTON, WASHINGTON
APPROVALS:
DEPARTMENT Of DEVELOPMENT AND ENVIRONMENTAL SERVICES
EXAMINED AND APPROVED THIS _ DAY OF ____ • 20 __
DIRECTOR, LAND USE SERVICES DMSION
EXAI.IINED AND APPROVED THIS _ DAY OF ______ • 20 __
DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL./PAGE
EXAMINED AND APPROVED THIS _ DAY OF ______ • 20 __
ASSESSOR SCALE: 1 INCH = 40 FT. ufIDL.L.IUlIUlIL-_....II __ ..l.I __ .L1 __ .L1 __ I
o 40 80
DEPUTY ASSESSOR PORTION OF 1-------------------------.... DEVELOPMENT ENGINEER
ACCOUNT NUNBER _________ _
_NE_1/4 of _SE_1/4, S._]O_ T._23_N., R._5_E.,W.M.
OWNER'S DECLARATION
KNOW ALL PEOPLE BY THESE PRESENTS THAT WE THE UNDERSIGNED, OWNERS
OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, DO HEREBY MAKE A
SHORT SUBDIVISION, THEREOF DECLARE THIS MAP TO BE THE GRAPHIC
REPRESENTATION OF THE SAME, AND THAT THE SHORT SUBDIVISION IS MADE
WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE
OWNERS.
IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS.
MALDIZ INVESTMENTS
ACKNOWLEDGMENT
IN WITNESS WHEREOF WE SET OUR HANDS AND SEAlS.
&ME OF ______________ ,)
) S5
COUNTY OF ______ )
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT
SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE
AND VOLUNTARY ACT FOR THE USES AND PURPOSES t.4ENTlONED IN THE
INSTRUt.4ENT.
DATED ___________ _
SIGNATURE OF NOTARY PUBUC ",.-_______ _
PRINTED NAt.4E OF
NqTAR"f PUBLlC mLE ___________ _
lAY APPOINTt.4ENT EXPIRES _____ _
&ATE OF_, ______ )
) ss COUNTY OF ______ )
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT
SIGNED THIS DEDICATION AND ON OATH STATED THAT (HE/SHE) WAS
AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE
=-~~~~~~~~ OF~~~~~~~~~~~~ TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND
PURPOSES t.4ENT10NED IN THE INSTRUt.4ENT.
DATED ___________ _
SIGNATURE OF
NOTARY PUBUC
PRINTED NAt.4E OF
NOTARY PUBLIC TlTLE ______________________ ___
lAY APPOINTt.4ENT EXPIRES _____ _
RECORDER'S CERTIFICATE ................... .
fiLED FOR RECORD THIS .. ..... DAY OF • ........... 20 ...... .
AT ....... M IN BOOK .......... OF ........ AT PAGE ......... AT
THE REQUEST OF ............... , ............. " ..... .
SURVEYOR'S NAME
.... _, .. , _________________________________ --L _______ ~ ________ ...:... ___ :"""--1
LUA -SHPL
LND 20-
GENERAL NOTES
1. ZONING: R-8
2. PROPOSED USE: R-8 ZONE: SINGLE FAMILY DETACHED.
3. PARCEL NO. 302305-9071
EASEMENTS:
SCHEDULE B
FIDELITY NATIONAL TITLE COMPANY
DATED: SEPTEMBER 18. 2013
COMMITMENT NUMBER: 611066642
ITEM 10: EASEMENT AND TERMS AND CONDITION THEREOF:
PURPOSE: INGRESS, EGRESS AND UTILITIES
AREA AFFECTED: SOUTH 30 FEET OF SAID PREMISES
RECORDED: MAY 24, 1966
RECORDING NO.: 6032653
ITEM 11; EASEMENT AND TERMS AND CONDITIONS THEREOF:
GRANTEE: SOOS CREEK WATER AND SEWER DISTRICT
PURPOSE: SANITARY SEWER UNES
AREA AFFECTED: WESTERLY PORTION OF PARCEL A
RECORDED: DECEMBER 9, 1997
RECORDING NO.: 9712091050
ADDRESSES;
PROPERTY OWNER:
MALDIZ INVESTMENTS LLC
1509 N. 80TH STREET
SEATTLE, WA 98103
PHONE: (206)683-8821
ENGINEER:
PACIFIC ENGINEERING DESIGN
15445 53RD AVE S.
SUITE 100
SEATTLE, WA 98188
PHONE: (206)431-7970
SITE ADDRESS;
3340 TALOT RD. S.
RENTON. WA 98055
AREA
TOTAL AREA OF PROPOSED PLAT = 58214 S.F. -1.34 ACRES
PROPOSED LOTS - 5
LOT 1 = 5753 S.F.
LOT 2 = 5596 S.F.
LOT 3 = 6591 S.F.
LOT 4 = 7308 S.F.
LOT 5 = 6476 S.F.
DETENTION/WQ RECREATION AREA TRACT = 3557 S.F.
LEGAL DESCRIPTION
FROM FIDELITY NATIONAL TITLE COMPANY COMMITMENT NUMBER 611066642
THE EAST HALF OF THE NORTH HALF OF THE SOUTH HALF OF THE NORTH HALF OF
THE SOUTHEAST QUARTER OF SECTION 30, TOWNSHIP 23 NORTH. RANGE 5 EAST,
W.M., RECORDS OF KING COUNTY, WASHINGTON, LYING EAST OF TALBOT ROAD;
EXCEPT NORTHERLY 100 FEET AND THE EAST 218 FEET AND THAT PORTION LYING
NORTH AND WEST OF THE FOLLOWING LINE:
BEGINNING AT THE INTERSECTION OF THE EAST W;E OF TALBOT ROAD WITH A LINE
30 FEET NORTH OF THE SOUTH UNE OF SAID SUBDNlSION;
THENCE EAST PARALLEL WITH SAID SOUTH UNE, 455 FEET;
THENCE NORTH TO THE NORTH UNE OF SAID SUBDIVISION.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
EQUIPMENT & PROCEDURES
FIELD SURVEY CONDUCTED USING A COMBINATION OF GPS USING A
REFERENCE NETWORK AND A 3" ELECTRONIC TOTAL STATION WAS USED
FOR THIS FIELD TRAVERSE SURVEY.
SURVEY PROCEDURES MEET OR EXCEED STATE STANDARDS AS SPECIFIED
BY WAC. 332-130 WITH REGARD TO UNEAR AND ANGULAR CLOSURES.
ALL MEASURING INSTRUMENTS FOR THIS SURVEY HAVE BEEN MAINTAINED
ACCORDING TO MANUFACTURES SPECIFICATIONS AND HAVE BEEN
COMPARED WITH A NATIONAL GEODETIC SURVEY CAUBRATED BASEUNE
WITHIN THE LAST 12 MONTHS.
BASIS OF BEARING
BASIS OF BEARING: NAD 83 (1991)
WASI~IGTON NORTH ZONE COORDINATES.
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REFERENCES
1. PLAT OF WINSPER DIVISION 1 -VOL 144, PG(S) 93-95.
2. PLAT OF SUNNYBROOK VOL. 220, PG. 33
3. RECORD OF SURVEY RECORDING NUMBER 9810209011
S. 32ND ST.
167
S. 33RD PL.
~VSITE r;j
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0 S. 34TH ST. en "1:' ....J
i} ;:!:
E (/) S. 36TH ST. t !s:
"1:' (/)
PUBUC RESIDENTIAL ACCESS STREET (HALF STEET IMPROVEMENT) =21695 S.F.
AREA IN JOINT USE DRIVEWAY AND UTILITY EASEMENT ;; 2532 S.F.
-J
~
S.
S. 37TH ST.
37TH ST, -~ Y] "1:'
SENSITIVE AREA TRACT AREA = 1224 S.F,
LAND SURVEYOR'S CERTIFICATE
THIS SHORT PLA T CORRECTLY REPRESENTS A SURVEY
MADE BY ME OR UNDER MY DIRECT SUPERVISION IN
I~ONFORMANCE 'MTH THE REQUIREMENTS Of THE
APPROPRIATE STATE AND COUNTY STATUTE AND
ORDINANCE IN .... •••• ........ 20 ....... .
~ Tyee Surve.lvors ~u~ PROFESSIONAL LAND SUFtVEYORS
~ 10007 GREENWOOD AVE N .• SEATTLE. WA 98133 (206)525-3660 OWN. BY
CHKD. BY
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VICINITY MAP
N.T.S.
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38TH CT,
r~ECtTv'ED
JAN 2 9 Z014
CITY OF RENTON
PLANNING DIVISION
TALBOT ROAD SOUTH
SHORT PLAT
DATE JOB NO.
NP 12-4-12 13196
SCALE SHEET
MANAGER SUPT. OF RECORDS CERTIFICA TE NO. ................ TG 1" = 40' 1 OF 3 ~ ____________________________________________ L-______________________________________ ~ _________________________________ ,. __________________ ~ ______________ ~ ____________ ~~ ____________ ~
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CITY OF RENTON
SHORT PLAT NO. ___ _
RENTON, WASHINGTON
'---\-__ FND. 4 'x4 H CONC.
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MON. W /2" BRASS DISC
W/PUNCH IN CASE
OWN. 0.6
VISITED: 10-11-13
S FOUND CONC MON AS DESCRIBED
CURVE TABLE
CURVE
Cl
LOT UNE SETBACKS:
FRONT YARD SETBACK 15'
REAR YARD SET BACK 20'
SIDE YARD SET BACK 5'
WETLAND BUFFER SETBACK 15'
PARCEL NO. 3023059031
SHARON K. VRABLICK
N 89'26"3" W 435,00'
__ P-,U:..=B.UC RESIDENTI~L ACCESS STREET (HALF STREET IMPROVEMENT)
21,620 SF .
NEW 15' WATER ESMT. N 89'2'6'13" W
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79.55
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21.21
FND. 4"x4" CONC.
MON. W/2 n BRASS DISC
W/PUNCH IN CASE
DWN. 1.0
VISITED: 10-11-13
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RECORDING NO. VOL./PAGE
SCALE: 1 INCH -40 FT. linn I I
0 40 80
PORTION OF
_NE_1/4 of _SE.._1/4, S._30_ T._ 23 _N., R._.5._E., W.M.
LUA SHPL
LND 20-
~
" ~
0 0 0 0 0-0
(0 l'-co 0>
0 0 0 0 ~" 0 0 0 0
l{) If) If) l{)
r-.... r-.... l'-r-.... ~«:-l{) If) If) If)
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W W W W
U 0 0 0
C<: C<: C<: C<:
8: ct ct 8:
5' S.Y. SETBACK(TYP.)
194.62'
r------------,
[ LOT 2 ! ~ r----LO~;--r---I
! 5596 SF.,r-----J : 6591 SF. :
1 1 1 I ! i I~ 15" F.Y. SETBACK(rf')
1 1 I 1
1 1 1 ..-L-_________ J L______ --____________ J
r-____ ~;~~~J_;_--~~~~UHL,,----~
r---
1
1
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1 :5153 SF.
1
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1 1
1 1 L ___________ .J
DETENTION/WQ
RECREATION
AREA TRACT
r--------------------·--"J
, I I 1
I 1
,: LOT 4 1 I 1 .... "\ 1
w , ~ I.,}........ \ 7308 S.F. :
• f'f ........ 1 \ I
U:>IV! r 1 \
• -~ 1 \ ~ I"" '\ : HOUSE \ . \
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LOT 5
6476 S.F.
PARCEL NO. 3023059022
ATWAL PLUMBING & HEATING
SETBACK(TYP.)
---.lhr15" WETLAND BUFFER SETBACK(TYP.)
WETLAND BOUNDARY
~ R-25.00
L-37.61
A-86'Ur5ff
~ 5' WIDE CONe. SlDEWAU< SENSITIVE AREA TRACT 1224 S.F.
25' WETLAND
BUFFER
LANDSCAPE MEA
PARCEL NO. 3023059108
NEW FOURTH LLC
WETLAND BOUNDARY INTERPOLATED
WETLAND BUFFER INTERPOLATED
Tvee Surveyors
PROfESSIONAL LAND ~URVEYORS
10007 GREENWOOD AVE N., SEATTLE. WA 98133 (206)525-3660
WETLAND BOUNDARY SURVEYED
WETLAND BUFFER
OWN. BY
CHKO. BY
JAN 2 9 20\4
CITY Of RENTON
PLANNING DIV SI
TALBOT ROAD SOUTH
SHORT PLAT
DATE JOB NO.
NP 12-4-12 13196
SCALE SHEET
TG 1" = 40' 2 OF 3
CITY OF RENTON
SHORT PLAT NO.~ __ _
RENTON, WASHINGTON
N 89'59'10· W-2659.31
\~ ~--------------------------------~~~r-----~1~33~2~'8~6----~N~8~9'~3--1~6'=2O~H~~~-~2~66~5~.7~1 __ ~1~3=32~.8~5~ ____ ~~
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1332.45 -J. :--
N 89'30'35" W-2665.10 u:f q
1332.00
N 89'21'50H W-2664.14
0>
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N Z
.t
N
t') ....
1332.43
1332.01
1331.20 -...... ____ 1331.20
N 89'04'20' W-2662.40
TYEE
'SURVEYORS
Tyee Surveyors
PROFESSIONAL LAND SURVEYORS
RECORDING NO. VOL./PAGE
SCALE: 1 INCH -500 FT. urrmULII.& ... I __ .J.._---i~_...LI __ .LI _ ___l1
o 500 1000
PORTION OF
_NE_1/4 of _S/;.._1/4, S,_30_ T._23_N" R._5._E.,W.M.
LUA
LND 20-
SHPL
SECTION BREAKDOWN
SEC. 30, T. 23 N., R. 5 E., W.M.
SCALE: 1 H = 500'
"NOTE SECTION BREAKDOWN
FROM PLAT OF WINSPER DIVISION 1
SEE SHEET 2 OF 3 FOR
TIE TO PLAT MONS.
r(ECEIVED
JAN 292014
en-v Of r~E!\IrON
PLANNING DIVISION
TALBOT ROAD SOUTH
SHORT PLAT
OWN. BY DATE JOB NO.
10007 GREENWOOD AVE N., SEATTLE, WA 98133 (206)525-3660 NP 12-4-12 13196
CHKD. BY SCALE SHEET
TG 1" = 500' 3 OF 3
Kc. VISIUNS:
NE 1/4 OF SE 1/4 OF SEC. 30, T. 23N, R. 05E
(c=~~~~~~T==A==L~B==O==T~R==O==A~D~S==. ==S==H==O~R==T~P==L==A==T~~~~CITY~OF~R~EN~TO~~
(PROJECT NO. 1,"3053) (PARCEL NO. 302305-9071)
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WATER:
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CITY OF RENTON
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1055 SOUTH GRADY WAY
RENTON, WA 98057
PHONE: (425) 430~ 7200
SEWER:
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SO OS CREEK WATER AND SEWER
DISTRICT
14616 SE 192ND STREET
RENTON, WA98058
PHONE: (253) 630-9900, OPTION 3
CURVE TABLE
CURVE# R
C1 25.00
C2 60.00
C3 60.00
C4 25.00
C5 25.00
LOT LINE SETBACKS:
FRONT YARD SETBACK
REAR YARD SET BACK
L
20.29
40.04'
57.37'
20.29'
37.61'
SIDE YARD SET BACK
WETLAND BUFFER SETBACK
15'
20'
5'
15'
-; ..
DELTA
46·3034"
3814'00"
54·47'08"
46·30'34"
8611 '45"
SCALE: 1'-40'
SCHOOL DISTRICT:
RENTON #403
6928 116TH AVENUE SE
NEWCASTLE, WA 98056
PHONE: (425) 204-2277
FIRE DISTRICT:
KING COUNTY FIRE DISTRICT
1900 LIND AVENUE SW
RENTON, WA 98057
PHONE: (425) 255-5151
TELEPHONE:
CENTURYLINK
PHONE: (206) 246~8255
GAS AND POWER:
PUGET SOUND ENERGY
PHONE: (888) 225-5773
CABLE TV:
COM CAST
PHONE: (425) 243~5061
SHEET INDEX
C01 COVER SHEET AND PLA T PLAN
CO2 NEIGHBORHOOD MAP
C03 TESC AND TREE RETENTION PLAN
C04 GRADING AND DRAINAGE CONTROL PLAN
C05 COMPOSITE UTILITY PLAN
C06 EXISTING CONDITION
LOT 2 ~
5596 SF r
WETLAND BUFFER INTERPOLATED WETLAND BUFFER
OWNERS !DEVELOPERS;
MALDIZ INVESTMENTS, LLC.
1509 N 80TH ST
SEATTLE, WA 98103
PHONE: (206) 683-8821
CIVIL ENGINEER:
PACIFIC ENGINEERING DESIGN, LLC
15445 53RD AVE S.
SEATTLE, WA 98188
GREG DIENER
PHONE: (206) 431-7970
FAX: (206) 388-1648
SURVEYOR:
TYEE SURVEYORS
10007 GREENWOOD AVENUE NORTH
SEATTLE, WA 98133
TIMOTHY GRIFFIN
PHONE: (206) 525-3660
FAX: (206) 525-0334
SITE INFORM A nON:
SITE ADDRESS: 3340 TALBOT ROAD SOUTH, RENTON, WA 98055
PARCEL NUMBER: 302305~9071
SITE AREA: 1.37 ACRES
ZONING: R-8
PROPOSED LAND USE: SINGLE FAMILY DETACHED
FUTURE PUBLIC STREET R.O.W. AREA = 21,709 SF.
SENSITIVE AREA TRACT = 1,224 SF.
JOINT USE DRIVEWAY AND UTILITY EASEMENT = 2,533 SF.
DETENTION/WQ RECREATION TRACT = 3,557 SF.
LOT 1 = 5,753 SF.
LOT 2 = 5,596 SF
LOT 3 = 6,591 SF
LOT 4 = 7,308 SF.
LOT 5 = 6,476 SF.
EA~ORKSUMMAR~
FUTURE PUBLIC STREET R.O.W.:
CUT = 3,113 CY.
FILL = 47 CY.
NET = 3,066 CY. (CUT)
PRIVATE PROPERTIES:
CUT = 1,518 CY.
FILL = 163 CY.
NET = 1,355 CY. (CUT)
TOTAL:
CUT = 4,631 CY.
FILL = 210 CY.
NET = 4,421 CY. (CUT)
----
1224 SF
VICINITY MAP
J
"
SIN 27TH ST "
>-'" -" -" " :> >
" w SE
31ST
w > ST
'" SII 34TH ST
" ~
i SE 176TH ST
SII 41sT ST
(?RD
S
43RD ST
(S 180TH sn
DATUM:
NAVD 88
BENCHMARK:
ORIGINAL 8M: 3" DOMED BRASS DISK SURFACE MON STAMPED 'KC
SURVEY MON KC~F1 0 1993' IN BACK CONC WALK,
NW QUAD. OF INTX. TALBOT ROAD AND CARR. AKA.
WCCS ID # F10
_.' ELEV. = 121.29'
TBM ~ A: SET HUB + TACK
ELEV. = 154.98'
TBM ~ B: SET HUB + TACK
ELEV. = 173.51'
SURVEYOR NOTES:
1. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE
RESULTS OF A SURVEY MADE ON THE DATE INDICATED AND CAN
ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITION
EXISTING AT THAT TIME.
2. UNDERGROUND UTILITIES WERE LOCATED BASED ON THE SURFACE
EVIDENCE QF UTILITIES (I.E. PAINT MARKS, SAW CUTS IN PAVEMENT,
COVERS, L1~S ETC.) THE CONTRACTOR SHALL VERIFY THE EXACT
LOCATION, ~LEVATION AND SIZE OF EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
1
3. TREE SiZES WERE LOCATED & SPECIES DETERMINED TO THE
BEST OF OUR ABILITY. HOWEVER, TYEE SURVEYORS DOES NOT
WARRANT THE ACCURACY OF SIZE & SPECIES SHOWN HEREON. ANY
TREES CON~IDERED TO BE CRITICAL SHOULD BE VERIFIED BY A
TRAINED AR,BORIST.
4. THIS MAP DOES NOT PURPORT TO SHOW EASEMENTS OF
RECORD, IF ANY.
5. NO PROPERTY CORNERS WERE SET IN CONJUNCTION WITH THIS
SURVEY. '
EOUIPMENT AND PROCEDURES
A 5" ELECtRONIC TOTAL STATION WAS USED FOR THIS FIELD
TRAVERSE SURVEY. ACCURACY MEETS OR EXCEEDS WAC.
332~130~()90.
LEGAL DESCRIPTION:
A PORTION OF THE EAST HALF OF THE NORTH HALF OF SOUTH HALF
OF THE NORTH HALF OF THE SOUTH EAST QUARTER, LYING EASTERLY
OF 96TH AVE S, LEES THE NORTHERLY 100 FEET, LESS THE
EASTERLY 218 FEET, LESS THE PORTION NORTH AND WEST OF
FOLLOWING LINE, BEGINNING AT THE INTERSECTION OF THE EAST LINE
OF SAID ROAD WITH A LINE 30 FEET NORTH OF THE SOUTH LINE OF
SAID SUBDIVISION, THENCE EAST 435 FEET, THENCE NORTH TO THE
NORTH LINE.
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PROJECT NO.: 13053
DRAWN BY: ENM
ISSUE DATE: 01-14-2014
SHEET REV.:
COVER SHEET AND
PLAT PLAN
RECEIVED 13053CV01.DWG
JAN 29 2 1
;ny OF flO r, >N
PLANNING DM Ie ~ P01
SHEET 01 OF 06
1-<1:. VISIUNS:
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PROJECT NO.: 13053
DRAWN BY: ENM
ISSUE DATE: 01-14-2014
SHEET REV.:
NEIGHBORHOOD MAP
\.
RECEiVED 13053NEIGHBORHOOD.DWG
JAN 2 9 ZC14
-'f OF REN f( lila
PLANNING OIVR 01 P02
SHEET 02 OF 06
KlVISIONS ;.<XX
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30 0 10 20 30 60
L~_-L_· __ .L..· __ ~L__~ ... __ !
GRAPHIC SCALE
SCALE: 1'·30'
INSTALL TEMP. CULVERT INLET
PROTECTION USING GRAVEL FILLED
SAND BAGS AND SILT FENCE
----------------------------.--.-----
PORTION OF NE 1/4 OF SE 1/4 OF SEC. 30, T. 23N, R. 05E
City of Renton
TREE RETENTION
WORKSHEET
1. Total number of trees over 6" in diameter1 on project site: 1. ___ 6::::9'--___ trees
2. Deductions: Certain trees are excluded from the retention calculation:
Trees that are dead, diseased or dangerous 2 trees
Trees in proposed public streets 7 trees
Trees in proposed private access easements/tracts 13 trees
Trees in critical areas 3 and buffers 2 trees
Total number of excluded trees: 2. 22 trees
3. Subtract fine 2 from fine 1: 3. 47 trees
4. Next to determine the number of trees that must be retained 4 , multiply line 3 by:
0:3 in zones Re, R-l, R-4, or R·B
0.1 in all other residential zones
0.05 in all commercial and industrial zones 4. ___ --"'14"----__ trees
,5 t . 4 5. List the number of 6" or larger trees that you are proposlllg to re am :
5. 18 trees
6. Subtract line 5 from fine 4 for trees to be replaced: 6. ___ ....:N",/c.:A.::.--.._ trees
(If line 6 is less t1a'l zero, stop here. No replacement trees are reqJired).
7. Multiply line 6 by 12" for number of required replacement inches:
7. N/A
8. Proposed size of trees to meet additional planting requirement:
(Minimull 2" calipe( trees required)
9. Divide line 7 by fine 8 for number of replacement trees6 :
(if relTl8inderis.5 or greater, round up to the next who's number)
8. N/A
inches
inches
per tree
9. ____ N~/A:.::...._ trees
1. Measured at crest height.
2 Dead, dseasec1 or dange'ou5 trees must be cert~ied as such by a forester, registered landscape a'chitect, Dr
certified arborist, and approved by the City.
3 Critical Areas, slJ.-::n as wet!a1ds, streams, floo~lains and protected slopes, are defined in Section 4-3-050 of
the Re:lton Munlcip81 Code (RMC).
., Count only those trees to be ret8ined OIJtside or erifcal a'eas and buffers.
6. The City tlay require modfieation of tha tree retention plolll to ensure retention of the maxirrum number of
I'ees par RMC 4-4-1 30H7a
B Inches of street trees, inc1es of trees added to cr"itical 8reasibl..fiers, I)nd inches of trees retained on site that
are less than 6" bl.!t are greater tharJ 2" can be used to rreet the tree replacemert requirement.
LEGEND<
C CEDAR
F FIR.
M MAPLE
A ALDER
HO HEMLOCK
CN COnONWOO
P PINE
B BIRCH
D DECIDUOUS TREE
CH CHERRY
AP APPLE
HT HAWTHORN
TREE SIZE INDICATED WITH TREE DIAMETER
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, EX. TREES TO REMAIN (TYP.) 7
INSTALL 847LF SILT FENC~I ~ #3L~ ..I.~_.#4 #5 #6 #7 / #~ #9 #10 #11
AL.ONG LIMIT OF DISTURBANCe 1 -. .1 . \ A g~ (( . \\ II. \1'[('7'~ . liQ-:----=_!!.4'I,:....-.----~ - ----- ----- --
, -.C I--- -,'V 'V ~? -'~J 'I.-V - - - - -f/ (f.'I~~ n
;_x-x IX-X-;(-X-X-x--~l!xlx-x-x x-xi:" x t-X-x,---X-X-Xk\ __ X 1 "'~ INSTALL TEMP. INTERCEPTER
, I ", I or ..... W-I SWALE W/ CHECK DAMS I LOT 2 I I' . I a
[I ,-_.J I I LOT 3 I J~ BUILDING SETBACK (TYP.)
BUILDING SETBACK (TYP.) --I-. I I I I~
I I I INSTALL 280LF HIGH VISIBILITY
( "I . I I I I>-J CONSTRUCTION FENCE ALONG
EX. TREES TO BE '; I I ~ r I I #12 _I LIMIT OF DISTURBANCE
REMOVED (TYP.) I 1 #2 -c:--__ -1-.J ! ~ __ L - - - --= -=--(2)--_J a~ ~ EX. GRAVEL DRIVEWAY TO BE it'R~~~~~ "~. # 1111l ~I. ----~ -n! 1
1 -------\g--ti~1~BUILDI::M::~:ACK
(TYP.) .~~ I·' I I I III I ~~I j (TYP.) O 7 . ] r I I LOT 4 I EX. RESIDENCE AND
INSTALL TEMP. INTERCEPTER
SWALE W/ CHECK DAMS
USE EXCAVATION FOR
DETENTION/WET VAULT
AS TESC TRAP
\ f)" I " RELATED STRUCTURES o I? I I I ilk TO BE REMOVED (TYP.) r I LOT 1 I i • • L 20' I PRIVATE / al#;~' . o f TREES ~N PROPOSED i I i EApEMENT / ~7 /
Q EAS~~~~ /i.~g;:;; : I '! L_-~ ---__ -_-/ ,16 \~lti I ~r t~--; ~ -' i :-------7 ,1®! J
c" 1 /1)-' !: LOT 5 : k 1"/ q ~' ! l.."" \ l~, -"
TREES IN CRITICAL
AREA=2
SEN SITI VE AREA
TRACT
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CO >Is:~ INSTALL 100' MIN. LONG X 15' MIN. WIDE STABILIZED CONSTRUCTION ENTRANCE
DETENTlON/WO _~--'C: I", \) I /
REC. TFIACT C I'>-" ..... ' ",,-__ J 61 I {
~ --... - -".. - --._II_lf"; ~ -R 25' MIN. (TYP.) /
f.x-x--x-x-x-x-x-x-x-x-x-x-x..../"
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II/INSTALL TEMP. CB V INLET PROTECTION
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FENCE ALONG LIMIT
OF DISTURBANCE
NEW PUBUC STREET
I' 11·)( II It it )( )fo-X )i It II *--X--K 11 Ii *' X--K--M II 11
EX. AC. DRIVEWAY CAN BE USED AS TEMP.
ACCESS DRIVEWAY FOR DEVELOPMENT OF
UPPER PORllON OF THE SITE AND WILL BE
REMOVED FOR THE DEVELOPMENT OF THE
LOWER PORTION OF THE SITE.
/' f. .. '7N'l' ~---+-l' WETLAND BUFFER (Y~#18 t#~7'-
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I ~ WETLAND BOUNDARY
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----
L.. APPLY PLASTIC COVER,
MULCHES, HYDROSEEDING TO
COVER STOCKPILE AND
DISTURBED AREAS AS
REQUIRED
-)
/'
WETLAND BUFFER
J18
@
*
#9 EX. TREES ON SITE (0 TO REMAIN WITH
NUMBERING
EX. TREES ON SITE
TO BE REMOVED
0 EX. TREES OFF SITE
TO REMAIN
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PROJECT NO.: 13053
DRAWN BY: ENM
ISSUE DATE: 01-14-2014
SHEET REV.:
,\."::=====~< \)0. ~
\.
TESC AND TREE
RETENTION PLAN
....
RECENt :.0
13053TE01.DWG
JAN 2!l 'I.G i\ :"P03 CI'IY OF R!::l'i jC
PLANNING DIVI ile
SHEET 03 OF 06
KI:. VISIUNS: i XX
PORTION OF NE 1/4 OF SE 1/4 OF SEC. 30, T. 23N, R. 05E
8' R.O.W.
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I COURSE SUBGRADE COMPACTED
TO 90% DRY DENSITY
LOT 3
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SCALE: 1"=5' R.O.W. R.O.W.
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----SENSiTiVE AREA
TRACT 1224 SF
30 0 10 20 30 60
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GRAPHIC SCALE
SCALE: 1"-30'
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PROJECT NO.: 13053
DRAWN BY: ENM
ISSUE DATE: 01-14-2014
SHEET REV.:
GRADING AND
DRAINAGE CONTROL
PLAN
RECEIV:: ) 13053GR01.DWG
JAN29Z04 P04
:::rrv OF riEl\! ( IN
PLANNING DIVI~ 0 J
SHEET 04 OF 06
\.
R~VISI()NS: XXX
PORTION OF NE 1/4 OF SE 1/4 OF SEC. 30, T. 23N, R. 05E
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I .. I I
15' WA EASEMENT
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10' 002[,
UTILITY SPECIFICA TlONS
SURFACE WA TER DRAINAGE NOTES AND SPECIFICA TlONS
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER.
\
I
I
I
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1996 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE
AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT.
3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION
FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WA TER UTILITY SECTION.
4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 19BB METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 19BJ/1991 METERS
UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAIN£D UNTIL
CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED.
7. ALL RETENTlON/DETENTlON FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY
THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
B. GRASS SEED MA Y BE APPLIED BY HYDROSEEDING. THE GRASS SE£D MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE
ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.J(1) OF THE CURRENT STATE OF WASHINGTON
STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION
MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A
UNIFORML Y DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C'; WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO
MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM 0-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PIPE.
10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE.
11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK.
12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
lJ. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON PLANNING/BUILDING/PUBLIC
WORKS ADMINISTRA TOR.
14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE
FOLLOWING SPECIFICA TlONS:
4 -B INCH ROCK / 40 -70% PASSING;
2 -4 INCH ROCK / 30 -40% PASSING; AND LESS THAN 2 INCH ROCK / 10 -20% PASSING.
15. ALL BUILDING DOWNSPOUTS ANO FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER
UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS-BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION.
16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY
CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF
THE SYSTEM PROVIDED DURING CONSTRUCTION.
.-
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GRAPHIC SCALE
(
SCALE: 1'-30'
24"
DETEN770N/WET VAULT
CB (TYPE II, 54"¢)
FLOW CONTROL SmUCTURE :m" D<)"&~~~ft~~~.
C~ (TYPE I, 1Q'P')
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---SI,NpITIVE AREA
="I'T 1224 SF
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO
PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY
WORK WITHIN THE TRA VELED RIGHT OF WA Y THA T MA Y INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS
DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-2J TRAFFIC CONTROL SHALL APPLY.
lB. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCA TlON IS WITHIN THE AQUIFER PROTECTION AREA (APA).
EROSION CONTROL NOTES
THESE NOTES SHALL APPEAR FOR ALL PROJECTS -SITE IMPROVEMENTS, SURFACE WA TER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTA TlON PLANS:
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER.
2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVA TlON AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING
CONSTRUCTION.
J. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO ENSURE THAT
SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL
SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND
ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE.
4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS
CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL
FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND
RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE
MINIMUM REQUIREMENTS, AS MAYBE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WA TER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONL Y. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCA TlON OF PIPES,
RESTRICTORS, CHANNELS, OR RETENTION FACILITIES.
6. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH APRIL JOTH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UN-WORKED
FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING.
7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD JD DAYS OR MORE, ALL DISTURBED AREAS MUST BE
IMMEDIA TEL Y STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR. GRASS SEEDING ALONE WILL
BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SE£DING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITEE,
BUT MUST BE AUGMENTED WITH MULCHING, NEmNG OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD.
B. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE IS REQUIRED WITH A MINIMUM HEIGHT OF THREE (J) FEET, J:l
SIDE SLOPES.
9. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24 FEET X 50 FEET X B INCHES OF 4 TO 6 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS
AND EGRESS TO THE CONSTRUCTION SITE
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PROJECT NO.: 13053
DRAWN BY: ENM
ISSUE DATE: 01-14-2014
SHEET REV.:
COMPOSITE UTILITY
PLAN
RECEIVE D:.-------....
JAN 29 2Q1
: HV OF liE ton :) ,11
PLANNING DIVISI )~
13053CU01.DWG
P05
SHEET 05 OF 06
KI:.VISIUNS: i,XX
PORTION OF NE 1/4 OF SE 1/4 OF SEC. 30, T. 23N, R. 05E
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GRAPHIC SCALE
SCALE: 1'-30'
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II :: :>.J ( \2" . . . . . \ '. . :8). I j«i;ilUlc:ot\c ';'i-10' SEWER EASEME" ,JO'H-SIOOO
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0":
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r-. . .. ....... 1 CPEP N = 93.54' 0 0
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'.:::<\ 1\1 ~EP 5 = 93.34'
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\: 18" DI N = 91.92'
1 p? I 12" CONC S = 91.02'
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WETLAND
BOUNDARY
INTERPOLA TED
DATUM:
NAVD 88
....
2 X D..,J 20" A
13" F 2 24" do, M"""\ I \ )~ ____ ~~~~~~~~~26f"~D~2~8~"~D~~~_~\p-4-~~~ 7~ \ 14" M;6 ... ~' 9~n ~ 15" ST~C~S------
1\ "-"-18" ML 10" rb '. ~"~~'20" M/ /"
I \ 18" C\ I / 0 / '" MJ) / V /1
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24"
20"
30"
36"
24"
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. 6, 8 & 14, ...... '-..' /' . . . . .. ..." ./ ( ,,' I 22' C-... ,.... . 'Mi i .. : .. j 14 ~ ---I
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__ ... y.'"'-~,,~ 0-" I ( 11" HO. ~7\' .. • SHED /?----.. ~I W,::.::!(~ ~2~ \ "7<526 ,,/ C~ ). 2~ .. \',.,1/.'.: ~ r-....... / "-
. /' ( 18 M#,XM I / ..... \ .. ~IN"w,JOR r
____ v·'"'-I 15 .. ;0 (51(15" /32" ~\<. DISSPR~R-....J
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FINISH FLOOR
= 173.86
~ ~ ~2", ~ 3 X 10e--() /
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WETI..AND
BOUNDARY
SURVEYED
~,2 TYPE I --=s!:~;-~~~pm;:!!Lcl!E:..:-=::=-~~::::r=-_---.o=---RIM = 169.73'-- - - - --+-1 8" CeEP IN E = 16543'
\ 18" CPEP OUT W = 165.43'
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3. TREE SIZES WERE LOCATED & SPECIES DETERMINED TO THE BEST OF
OUR ABILITY. HOWEVER, TYEE SURVEYORS DOES NOT WARRANT THE ACCURACY
OF SIZE & SPECIES SHOWN HEREON. ANY TREES CONSIDERED TO BE CRITICAL
SHOULD BE VERIFIED BY A TRAINED ARBORIST.
BENCHMARK: 4. THIS MAP DOES NOT PURPORT TO SHOW EASEMENTS OF RECORD, IF ANY.
5. NO PROPERTY CORNERS WERE SET IN CONJUNCTION WITH THIS SURVEY.
ORIGINAL BM: 3" DOMED BRASS DISK SURFACE MON STAMPED 'KC SURVEY
MON KC-F10 1993' IN BACK CONC WALK, NW QUAD. OF INTX.
TALBOT ROAD AND CARR. AKA. WCCS ID # F10
ELEV. = 121.29'
TBM -A: SET HUB + TACK
TBM -B:
ELEV. = 154.98'
SET HUB + TACK
ELEV. = 173.51'
SURVEYOR NOTES:
1. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A
SURVEY MADE ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS
INDICATING THE GENERAL CONDITION EXISTING AT THAT TIME.
EQUIPMENT AND PROCEDURES
A 5" ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY.
ACCURACY MEETS OR EXCEEDS WAC. 332-130-090.
LEGAL DESCRIPTION:
A PORTION OF THE EAST HALF OF THE SOUTH HALF OF THE NORTH HALF OF
THE SOUTH EAST QUARTER, LYING EASTERLY OF 96TH AVE S, LEES THE
NORTHERLY 100 FEET, LESS THE EASTERLY 218 FEET, LESS THE PORTION
NORTH AND WEST OF FOLLOWING LINE, BEGINNING AT THE INTERSECTION OF
THE EAST LINE OF SAID ROAD WITH A LINE 30 FEET NORTH OF THE SOUTH
LINE OF SAID SUBDIVISION, THENCE EAST 435 FEET, THENCE NORTH TO THE
NORTH LINE.
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PROJECT NO.: 13053
DRAWN BY: ENM
ISSUE DATE: 01-14-2014
SHEET REV.:
~
EXISTING CONDITION
2, UNDERGROUND UTILITIES WERE LOCATED BASED ON THE SURFACE EVIDENCE
OF UTILITIES (I.E. PAINT MARKS, SAW CUTS IN PAVEMENT, COVERS, LIDS ETC.)
THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION AND SIZE OF
EXISTING UTILITIES PRIOR TO CONSTRUCTION.
SURVEYOR;
TYEE SURVEYORS
RECEIVE[) 13053CU01.DWG
P06 10007 GREENWOOD AVENUE NORTH
SEA TTLE, WA 98133
71MOTIIY GRIFFIN
PHONE: (206) 525-3660
FAX: (206) 525-0334
JAN 2!l 2G1·
CITY OF RENI ').\1
PLANNING DIVISI' )~
SHEET 06 OF 06
~
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---~---------~~--~
NE 1/4 OF SE 1/4 OF SECTION 3 ,T. 23N, R. 05E
PLANT SCHEDULE
Oty. Symbol Botanical/Common Name
as required
TR E E S:
Acer ginnala 'Flame'l AMUR MAPLE
Cereis oceidentalisl WESTERN REDBUD
---=-:::::.~ Acer c. 'Queen Elizabeth'l HEDGE MAPLE
Acer 'Warrenred'i PACIFIC SUNSET MAPLE
0 ' , , ' , ,
huja p. 'Hogan'l WESTERN RED CEDAR
Calocedrus decurrensllNCENSE CEDAR
SHRUBS/PERENNIALS:
lIex c. 'Convexa'i JAPAN. BOXLEAF HOLLY
Myrica californical PACIFIC WAX MYRTLE
Nandina d. 'Compactal HEAVENLY BAMBOO
Pinus m. 'Whitebud'i MUGHO PINE
Polystichum muniturn 1 SWORD FERN
Ribes s. 'King Ed. VII'I FLWG. CURRANT
Gaultheria shallonl SALAI.
Sedum 'Autumn Joy'l SEDUM
Vaceinium ovatuml EVERGREEN HUCKLEBERRY
GROUNDCOVERS:
Lawn (non-net sad)
Mahonia repensl CREEPING MAHONIA
Size/Remarks
min. 1-112" cal., single trunk
(multi-trunk OK for Park Space only)
min. 1-112" cal., Street Tree form
min. TO'" hgt.
min. 18" hgt., spr.
min. 30" hgt.
min. 24" hgt.
min. 24" hgt.
min. 5 fronds @ 12" O.c.
min. 30" hgt.
min. 12" spr.
one gal. cans
min. 24" hgt.
No.1 Sod, pre-punched
and non-netted.
1 gal. pots @ 24" o.c.
as required
Pennisetum 'Hamelyn'l DWARF FOUNTAIN GRASS 1 gal. pots @ 24" o.c.
• Plant sizes are specified per the American Standard for Nursery Stock, Publication-
May 2, 1986 sponsored by the American Association of Nurserymen, Inc.
• If plant quantity shown on schedule conflicts with what is represented by symbol
on Plan, the quantity represented by symbol shall be used.
• Plant names shown in'bold' are nativel drought tolerant.
GENERAL NOTES: 1. Coordinate work with other trades as required. Determine location of underground utilities
and perform work in a manner which will avoid possible damage. Coordinate with Utilities
Underground Location Center and Owner for locations of existing underground utilities, etc.
servicing or routed through the site.
2. provide protection of all property, persons, work in progress, structures, utilities, walls,
walks, curbs and paved surfaces from damages incurred arising from this work. The Contractor
shall pay for any such damage at no additional cost to the Owner.
3. During construction, keep pavements, building clean. Protect site and adjacent properties
from damage due to construction operations, operations by other Contractors/trades and
trespassers. Unfinished and completed work shall be protected from damage by erosion or
trespassing, and proper safeguards shall be erected to protect the Public.
4. Staking and Layout: Immediately notify Landscape Architect in writing of any variance
between plans and actual site. Landscape Architect has the right to adjust the location of
elements. Verify layout with Landscape Architect prior to any installation work.
5. Verify installation conditions as satisfactory to receive work. Do not install any site elements
until any unsatisfactory conditions are corrected. Beginning of work constitutes acceptance of
conditions as satisfactory. When conditions detrimental to plant growth/contructed elements,
are encountered such as rubble fill, adverse conditions, or obstructions, notify Landscape
Architect. 6. Lawn will be watered with a Bidder Design Automatic Irrigation system. All other new
plantings are considered 'native or drought tolerant' and will be hand watered until established.
,
" . "
"
LOT 2
5396 SF.
LOT .\,
5034 SF.
, . /'., ~ ,
.. '.,
LOT 3
6440 SF.
Bldg.
Wetland B f~ r
Averaging Ar a
Setba kLine
LOT A·
6551 SF.
I [erio Street
rees (typical)
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• r· . , . LOT 5
6024 SF. \
Wetland B er
. . i· "' ... ,'. " .
',,:Area
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6+5
, . . .~'. . .'
.. I" .. ;
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'-.-:~ .--.--'---.-'.
PLANTING NOTES:
1. Planting soil for new planting areas shall be deemed as an approved Compost
cultivated into the existing prepared subgrade. If existing subsoil is deemed not
suitable by Landscape Architect, a pre-mixed soil with a 'Sandy Gravelly Loam'
texture shall be used. Provide textural and nurtrient analysis for approval.
2. Soil Preparation: Planting Beds: Determine! attain shrub bed subgrade and
cultivate to a minimum depth of eight inches (8"), clean/ remove all rocks, roots,
debris over two inches in diameter. Lay a two inch (2") depth of Compost (or three
(3") depth of imported soil rnix) over entire bed and till again to a minimum depth of
six inches (6") to incorporate Compost thoroughly into grade. Then lay a two inch
lift of Compost (or four (4") depth of imported soil mix) and till again. (total of 4" of
added Compost or total of 7" of imported soil mix). Note that finish grade of
mulched beds shall be one inch (1") below adjacent paved surfaces.
Lawn Areas: Determine! attain a minus 6" subgrade and cultivate base to a
minimum depth of four inches (4"), clean! remove all rocks, roots, debris over two
inches in diameter. Spreacl a three inch (3") lift of approved sand-conmpost based
'Winter Mix' Topsoil and till to incorporate into prepared subgrade. Add top three
inches (3") of Topsoil Mix, rake smooth and compact. Note that finish grade of
lawn shall be 3!4" below top of adjacent paved surfaces.
3. Fertilize all installed plants during backfill operations with 4-2-2 Agro
Transplanter as recommended by Manufacturer. Fertilize lawn with lawn 'Starter'
fertilizer as recommended bY Manufacturer.
4. Substitutions or changes in materials and placement shall be made only on the
written change orders as a0reed between Contractor, Landscape Architect and
Owner.
~ o· 40'
North
SCALE: l"=20'-0"
5. Mulch all beds with a minimum 2 inch (2") depth of approved 'mulch'. Finish
grade of mulch shall be 1" below adjacent hard surfaces/ walls.
6. Stake trees per detail and as directed by Landscape Architect.
7. Maintenance: Provide landscape maintenance immediately after planting and
pruning, resetting of plants, restoring eroded areas, adjustments to staking and
removal of weeds!debris as required for healthy growth of plants. Maintain until
Final Acceptance, but in no case less t~an 30 days (including a min. of two lawn
mowings if applicable).
8. The Landscape Architect retains the. right to inspect trees, shrubs and
groundcover for compliance with requir~ments for plant size and quality at any
time. This includes but is not limited to size and condition of rootballs, root
systems, insects, latent injuries and de1ects. Remove rejected material
immediately from project site. 1
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Glenn Takagi
Landscape Architect
18550 Firlands Way N.
Suite #102
Shoreline. WA 98133
(206) 542-6100
FAX: (206) 546-1128
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Project No.:
Drawn: ...:G=-T:.....-__
Checked: ...:G::..:T-'c' __
Drawing Issue:
; 2.24.113
1.15.14
/\ Revisions:
~ 1.15.14
Sheet
L1
of 1