HomeMy WebLinkAboutzR-3962SetN
PROJECT INFORMATION
SITE ADDRESS:
17033 108TH AVE SE, RENTON, WA 98055
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TAX PARCELS:
0087000285, 0087000293
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GROSS SITE AREA:
65,715 SF (1.51 AC)
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ROW DEDICATION AREA:
4,565 SF (0.10 AC)
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NET SITE AREA
61,150 SF (1.40 AC)
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EXISTING USE:
SINGLE-FAMILY RESIDENTIAL
PROPOSED USE:
CONVALESCENT CENTER - CONDITIONAL USE
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CURRENT ZONING:
R-14
CURRENT COMP PLAN:
R-14
WATER:
SOOS CREEK WATER & SEWER DISTRICT
SEWER:
SOOS CREEK WATER & SEWER DISTRICT
POWER:
PSE
GAS:
PSE
TELEPHONE:
CENTURYLINK
CABLE:
COMCAST
SCHOOL DISTRICT:
RENTON #403
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FIRE DISTRICT:
RENTON RFA
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SEISMIC DESIGN CATEGORY:
D
IBC DESIGNATION OF OCCUPANCY:
4-1
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STRUCTURAL DESIGN CRITERIA:
LOAD OF 30 TON VEHICLE, 75 PSI, AND
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26%26" OUTRIGGER PER RENTON RFA
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MAXIMUM BUILDING HEIGHT:
35'
SETBACKS: FRONT:
15,
0
REAR:
10,
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SIDE:
4'
SIDE (ALONG STREET):
15,
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OPEN SPACE REQUIREMENTS
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MINIMUM OPEN SPACE REQUIRED: 0 SF IF THREE OR FEWER DWELLING UNITS
350 SF PER UNIT IF 4 OR MORE DWELLING UNITS
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IMPERVIOUS REQUIREMENTS
1_
MAXIMUM IMPERVIOUS:
80%
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MAXIMUM LOT COVERAGE:
65%
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NEW IMPERVIOUS:
43,072 SF (70.40%)
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NEW PERVIOUS:
18,078 SF
LOT COVERAGE:
17,306 SF (28.30%)
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REFUSE AND RECYCLING AREA
REQUIRED RECYCLE:
51 SF
REQUIRED GARBAGE:
102 SF
PROVIDED:
180 SF
PARKING REQUIRED:
REQUIRED=
34 STALLS
25% REDUCTION=
26 STALLS
COMPACT STALLS ALLOWABLE:
8 STALLS
ADA STALLS REQUIRED:
2 STALLS
PARKING PROVIDED:
26 STALLS
COMPACT STALLS PROVIDED:
7 STALLS
ADA STALLS PROVIDED:
2 STALLS
3
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EXISTING SYMBOLS ABBREVIATIONS
SYMBOL DESCRIPTION CB CATCH BASIN
O FOUND CASED MONUMENT, AS NOTED CENTERLINE
FOUND REBAR &CAP, AS NOTED CMP CORRUGATED METAL PIPE
o SET REBAR AND CAP CID CONCRETE PIPE
STORM DRAIN MANHOLE
EL ELEVATION
❑ STORM DRAIN CATCH BASIN
O SANITARY SEWER MANHOLE EXIST. EXISTING
NATURAL GAS VALVE It FLOWLINE
FIRE HYDRANT IE INVERT ELEVATION
WATER VALVE LCPE LINED CORRUGATED POLYETHYLENE PIPE
® WATER METER It PROPERTY LINE
0 BOLLARD PP POWER POLE
POWER POLE W/LIGHT
PVC POLYVINYL CHLORIDE PIPE
-0- POWER POLE
R/W RIGHT-OF-WAY
O TELEPHONE MANHOLE
STA STATION
MAPLE TREE
SD STORM DRAIN
CEDAR TREE
SS SANITARY SEWER
PROPOSED STORM SYMBOLS SSMH SANITARY SEWER MANHOLE
SYMBOL DESCRIPTION SWPE SOLID WALL POLYETHYLENE PIPE
C SD CAP TYP TYPICAL
El TYPE 1 CATCH BASIN, GRATED LID TBR TO BE REMOVED
❑� TYPE 1 CATCH BASIN, SOLID LID PROPOSED WATER SYMBOLS
0 TYPE 2 CATCH BASIN, GRATED LID SYMBOL DESCRIPTION
® TYPE 2 CATCH BASIN, SOLID LID ��DCONCRETE BLOCKING
❑ SQUARE YARD DRAIN 17 11' BEND
0 ROUND YARD DRAIN 45' BEND
O STORM CLEAN OUT 90' BEND
STORM PIPE 22' BEND
PROPOSED SEWER SYMBOLS " VALVE
SYMBOL DESCRIPTION HYDRANT ASSEMBLY
C SEWER CAP ~ BLOW -OFF VALVE
O SEWER CLEANOUT REDUCER
SEWER MANHOLE AIR -VAC ASSEMBLY
SEWER PIPE WATER METER
WATER PIPE
Call 2 Business Days Before You Dig
811 or 1-800-424-5555
Utilities Underground Location Center
NE 1/4 OF THE SW 1/4 AND SE 1/4 OF THE NW 1/4, SEC 29, TWN 23, RGE 5 E, KING COUNTY, WASHING TON
HEARING EXAMINER'S REQUIREMENTS
1. A LOT COMBINATION SHALL BE RECORDED PRIOR TO THE
ISSUANCE OF A BUILDING PERMIT, COMBINING THE TWO
PARCELS INTO ONE. RENTON SPECIAL
2. A DETAILED LANDSCAPE PLAN MEETING THE REQUIREMENTS OF
RMC 4-8-120D.12 SHALL BE SUBMITTED AT THE TIME OF
BUILDING PERMIT REVIEW. THE DETAILED LANDSCAPE PLAN
SHALL INCLUDE BUT IS NOT LIMITED TO THE FOLLOWING:
A. A MIX OF TREES, SHRUBS, AND GROUND COVER CARE COMMUNITY
WITHIN THE 10-FOOT LANDSCAPE STRIP ABUTTING SCALE: 1" = 40'
THE SE 172ND STREET AND 108TH AVENUE SE
STREET FRONTAGES; /� D� �/� 40' 0 40' 80'
B. THE PROPOSED 10-FOOT FULL SIGHT -OBSCURING
LANDSCAPE VISUAL BARRIER ALONG THE WEST
GS
PROPERTY LINE SHALL BE REQUIRED TO EXTEND
ALONG THE NORTH PROPERTY LINE; AND RECORD DRAWINGS SHALL BE PREPARED, STAMPED, AND SIGNED BY A PROFESSIONAL ENGINEER OR IN THE STATE
C. VERIFICATION THAT THE INTERIOR PARKING LOT OF WASHINGTON. ALL PLANS SHOWING AS -BUILT INFORMATION IN THE RECORD DRAWINGS AND THE COVEgsWtt%-5r",$MiYR6M�00ocumAWIN59 SHALL INCLI
LANDSCAPED AREAS INCLUDE 1 SHRUB PER 20 A STAMP THAT INDICATES THAT THE PLAN SHEET CONTAINS AS -BUILT INFORMATION. THE STAMP SHALL BE M �yI�E�V T�UCTI& RECORD DRAWING". THE
SQUARE FEET OF PROVIDED INTERIOR PARKING LOT �81.'ISFIE 'C
STAMP SHALL INDICATE HOW THE AS -BUILT INFORMATION WAS OBTAINED AND THAT THE PROFESSIONAL ST*Mi'g'§8IE PLAN SHEET TAKES OWNERSHIP FOR THE
LANDSCAPING, OF WHICH 50 PERCENT OF THE CONTENTS OF THE PLAN SHEET. SOMETHING LIKE THE FOLLOWING: E=1JO5835.75
SHRUBS MAY BE DECIDUOUS. -
THE DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED TO THE FOUND CO-00RDS•
CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND �i
APPROVAL. THE LANDSCAPING SHALL BE INSTALLED PRIOR TOCONSTRUCTIONDRAWING
THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
3. THE APPLICANT SHALL EITHER REDUCE THE HEIGHT OF THE This c€ nstniction re -cord ch-a i k a c� ref a card file pre i b FOUND CASED
FENCE TO COMPLY WITH THE 72-INCH HEIGHT REQUIREMENT P MONUMENT
OR SUBMIT AN APPLICATION FOR, AND RECEIVE APPROVAL OF, and has } ,ri efted to reflect field W/LEAD TACK
A SPECIAL FENCE PERMIT IN COMPLIANCE WITH THE
STANDARDS OUTLINED IN RMC 4-4-040G. THE APPLICANT verified invert atw] t`im elovat io�ris of the stonn, satiatary sewer and vmtet,
SHALL SUBMIT A REVISED FENCE DETAIL OR AN APPROVED
SPECIAL FENCE PERMIT TO THE CURRENT PLANNING PROJECT mWn systems. Field vedrwd iriver(aixl iim elevations were obUned by
MANAGER PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. IN
4. THE DESIGN OF THE BUILDINGS SHALL BE REQUIRED TO `
COMPLY WITH THE RESIDENTIAL DESIGN PORTION OF THE The on -site prhrdte storm drabdrab-Ege facifidesaW public/private water mxl ..................
RESIDENTIAL DESIGN AND OPEN SPACES STANDARDS SET REBAR AND CAP
APPLICABLE IN THE R-14 ZONE (RMC 4-2-115E.3) AND FOUND REBAR AND CA wer� "ems were rr 5Uled In accordance itE1 the aVpr' ved p is mid EMW 144651
ENHANCED LANDSCAPING BE PROVIDED WHERE COMPLIANCE LIES 0.32 N17W OF
WITH THE ARCHITECTURAL DESIGN CANNOT BE ACHIEVED. CORNER the doC mmit field rev ins ajyl imcdon as intended. l
5. A LIGHTING PLAN SHALL BE PROVIDED AT THE TIME OF
BUILDING PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE
CURRENT PLANNING PROJECT MANAGER. ,� DRIVEA
6. THE LOCATION OF THE REQUIRED BICYCLE PARKING SHALL BE ram -X F,\_F r I r���� ���r� r I roe
PROVIDED ON THE SITE PLAN AND A DETAIL OF THE BICYCLE _i5' - 5 o ^ r J J J D J J 2-E S o
PARKING SHALL BE PROVIDED. THE REVISED SITE PLAN AND frJ J J �J J J �,
BICYCLE PARKING DETAIL SHALL BE PROVIDED AT THE TIME FOUND 1. 5" PIPE 0.85' N11'W
OF BUILDING PERMIT REVIEW TO THE CURRENT PLANNING OF PROPERTY CORNER
PROJECT MANAGER FOR REVIEW AND APPROVAL.
7. A SIDEWALK CONNECTION SHALL BE PROVIDED TO SE 172ND ----- ---
STREET ALONG THE WESTERN PORTION OF THE PROJECT SITE. _
8. ALL PROPOSED LOADING AREAS SHALL BE SEPARATED FROM SET REBAR AND CAP
PARKING AND PEDESTRIAN AREAS AND SHALL BE LOCATED, EMW LS144651
DESIGNED AND SCREENED TO MINIMIZE VIEWS FROM COTTAGEB
SURROUNDING PROPERTIES. -::.CnTTAnFA i.
rrJJJ rJJJ �� J
CITY OF RENTON MONJ/1862 (C, HORZ ONLY)
COPPER PLUG WITH PUNCH ON A 4'X4
CONCRETE POST IN CASE, DOWN 0.45'.
PUBLISHED CO-ORDS:
N=168056.01
E=1300198.93
FOUND CO-ORDS:
N=168056.34 L4 i
E=1300199.16
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0
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58: F8 R2) ................�
...................... N
FOUND CASED
MONUMENT W/TACK
SEPA MITIGATION CONDITIONS
PER LUA 17-000023 ECF, CUP MITIGATION MEASURES
ARE NONE RECOMMENDED
NPDES PERMIT NUMBER
WAR 305778
1 thANN11MDCAQv
Surveying
5
LDC Engineering
Planning
20210 142nd Avenue NE Ph. 425.806.1869
Woodinville, WA 98072 Fx. 425.482.2893
www.LDCcorp.com
SET REBAR AND CAP
EMW LS144651
TABLE OF CONTENTS
1
COVER SHEET
2
EXISTING CONDITIONS MAP
3
HORIZONTAL CONTROL PLAN
4
SITE PLAN
5
TESC PLAN
6-7
TESC NOTES AND DETAILS
8
GRADING PLAN
9
DETAILED GRADING PLAN
10
ROAD AND STORM DRAINAGE PLAN
11-15
ROAD AND STORM DRAINAGE PROFILES
0 1 AS -BUILT DRAWINGS
NO.
REVISION
COPPER PLUG IN A J" CONCRETE FILLED
PIPE IN A WSDOT CASE. DOWN 0.30'.
PUBLISHED CO-ORDS:
ELEV=380.86
FOUND CO-OORDS:
ELEV=380.70
16
ROAD SECTIONS
17
STORM DRAINAGE DETENTION PLAN
18
COMPOSITE UTILITY PLAN
19 23
NOTES AND DETAILS
WA-01- WA-05
WATER PLANS
SS-0 I - SS-06
SEWER PLANS
L000
TREE /NVENTORYAND RETENTION PLAN
L 100-001
LANDSCAPE PLANS
ES 01- ES-03
LIGHTING PLANS
LANDSCAPE NOTES
1. LANDSCAPE PLAN WILL BE REVISE TO MATCH STREET
LIGHT LOCATIONS ON THE CIVIL PLANS AND TREE
LOCATIONS WILL BE ADJUSTED ACCORDINGLY.
MEV 112-13-18
BY I DATE I APPR
FOUND
CASED
MONUMENT
TOPOGRAPHIC DISCLAIMER
CONTACT LIST
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a Ip SE 172ND ST
30 29 SE 176TH ST 29 28
0 32 1� 32 33
\ I SE GP
LJ L1:
S 43RD ST i GO
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VICINITY MAP
SCALE: 1"=2000'
SURVEY INFORMATION
LEGAL DESCRIPTION
LOT 14, BLOCK 4, AKER'S FARM NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED
IN VOLUME 40 OF PLATS, PAGE 27, RECORDS OF KING COUNTY, WASHINGTON.
TOGETHER WITH:
THE SOUTH HALF OF LOT 15, BLOCK 4, AKER'S FARM NO. 5, ACCORDING TO THE
PLAT THEREOF RECORDED IN VOLUME 40 OF PLATS, PAGE 27, RECORDS OF KING
COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
VERTICAL DATUM - NAVD-88
NORTH AMERICAN VERTICAL DATUM-1983
BENCHMARK 1
9
6
PROJECT BENCHMARK:
FOUND REBAR AND CAP EMW LS144651(AS SHOWN ON MAP)
ELEVATION = 409.72 FEET
PROJECT BENCHMARK:
CITY OF RENTON MON11640
3" BRASS DISC STAMPED "KING COUNTY SURVEY MONUMENT" IN CASE
FOUND CO-ORDS:
N=170649.17
E= I J05835. 94
ELEVATION = 465.87 FEET
BASIS OF BEARING
THE MONUMENTED CENTERLINE OF 108TH AVE. S.E., AS THE BEARING OF N 01 °4332" E
EQUIPMENT & PROCEDURES
METHOD OF SURVEY -
SURVEY PERFORMED BY FIELD TRAVERSE
INSTRUMENTATION.•
OWNER/APPLICANT
RENTON SPECIAL CARE COMMUNITY, LLC
2731 77TH AVE SE, SUITE 20J
MERCER ISLAND, WASHINGTON 98040
CONTACT- KEVIN CARL
PHONE: (206) 778-4725
kevin@MGgnet-dd.com
Cl HL ENGINEER.•
LDC, INC.
20210 142ND AVE NE
WOODINVILLE, WASHINGTON 98072
CONTACT MARK VILLWOCK, PE
PHONE- (425) 806-1869
FAX: (425) 482-2893
EMAIL: mvillock@ldccorp.com
LANDSCAPE ARCHITECT
ELM ENVIROMENTS
1925 POST ALLEY, SUITE 3B
SEATTLE, WASHINGTON 98101
CONTACT- GREG MURPHY
PHONE: (206) 393-8263
EMAIL: gmurphy@elmenv.com
TOPOGRAPHIC SURVEY INFORMATION CONTAINED ON THESE PLANS HAS
BEEN PROVIDED BY CORNERSTONE ENGINEERING, INC. LDC, INC. (LAND
DEVELOPMENT CONSULTANTS, INC.) ASSUMES NO LIABILITY AS TO THE
ACCURACY AND COMPLETENESS OF THIS DATA. ANY DISCREPANCIES FOUND
BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT IS NOTED IN THE
FIELD SHOULD BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE
ENGINEER.
SURVEYOR.•
LDC, INC.
20210 142ND AVE NE
WOODINVILLE, WASHINGTON 98072
CONTACT- MICHAEL MERRITT, PLS, CFedS
PHONE: (425) 806-1869
FAX: (425) 482-2893
EMAIL: michaelm@ldccorp.com
ARCHITECT
JENSEN FEY ARCHITECTURE AND
PLANNING P.S.
77JO LEARY WAY
REDMOND, WASHINGTON 98052
CONTACT- REUBEN RIOS
PHONE.- (425) 216-OJ18
EMAIL: Trios@jensenfey.com
GEOTECH.•
PROFESSIONAL SERVICE INDUSTRIES, INC. (PSI)
20508 56TH AVENUE WEST SUITE A
L YNNWOOD, WASHINGTON 98036
GEOTECH CONTACT: MICHAEL S. PLACE, PE A S-B UIL T
PHONE.- (425) 409-2504
FAX: (425) 582-8193
EMAIL: michael.place@psiusa.com
CESCL:
INTERTEK-PSI
20503 56TH AVE W, SUITE A
L YNWOOD, WA 9804J
CONTACT- MICHAEL a PLACE, PE
PHONE: (425) 409-2505
EMAIL: michoe%place@psiusG.com
DRA WINGS
N COMPLIANCE WITH CITY OF RENTON STANDARDS
SURVEYED:
LDC
SCALE:
1 �� _ Z O,
JJ
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
83/1
C T Y 0F
RENTON SPEC/AL CARE COMMUNITY, LLC
uai L:
0 4- 0 8 -17
DESIGNED: MEV
RENTON SPECIAL CARE COMMUNITY
FIELDBOOK:
RENTON
PAGE:
DRAWN:
NC
.
17033 108TH AVE SE, RENTON, WA 98055
DRAWING NO:
C S - 01
ONE INCH
DATUM
Plan nin g/Buidin g/Public Works Dept.
(/�
COVER SHEET
CHECKED: MEV
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
APPROVED:MEV
SHEET:
1OF: 23
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NE 1/4 OF THE SW 1/4 AND SE 1/4 OF THE NW 1/4, SEC 29, TWN 23, RGE 5 E, KING COUNTY, WASHINGTON
Y iiLii i /I
CITY OF RENTON MON 1640 (D, HORZ & ELEV
r BRASS DISC STAM ED "KING COUNTY SURVEY
MONUMENT', IN CASE, DOWN 1.0.
PUBLISHED CO-ORDS
N=170646.98
E=1305835.75
ELEV=466.09
FOUND CO-OORDS•
N=170649.17
E=1305835.94
ELEV=465.87
a
SCALE: 1"
a
e e
••:: i _
:5
a
SHED LIES . SET REBAR AND CAP
°
�. 0 .I.
2:5' S: OF l EMW j44651 \ ... . U- 20' 0 20' 40'
FOUND CASED MONUMENT
W/LEAD TACK
\ r r
r J r RCEL
i i r PRO11
PERTY LINE / \ ...
FOUND REBAR AND CAP ' _ — — =F�J J �J J J PJ 1
CRONES — — o .
N88' 13 13 W LIES 0.32' N17'W � � � � � 299.81'(C)........................................:.....:.:......:...:..�......... �\ ......I.........:c" a
OF PROPERTY CORNER I / 24 .......................... / p� SURVEY INFORMATION
x I I _ _ _ _OLD —
I 12" 12" ° . \..........�. Z ....... a
0 LEGAL DESCRIPTION
a a ti ........
I I x e e CONCRETE / 24 10 M I a LOT 14, BLOCK 4, AKER'S FARM NO. 5, ACCORDING TO THE PLAT THEREOF RECOI
I I DIRT FILLED POOL ° / / 6" I IN VOLUME 40 OF PLATS, PAGE 27, RECORDS OF KING COUNTY, WASHINGTON.
x I rr\\X Pr\RC r d a e d a a / BUILDING %/ 10>> o
=rrJ J J 0 J J 20 CHAIN LINK a ... / 17033 coMc TOGETHER WITH:
I
/: 108TH AVE d 8„ o °\
w I FENCE LIES e / e CONCRETE
THE SOUTH HALF OF LOT BLOCK KER'S F
I \ w I 0.4' N. of e ° °° d / WALK o I 15, B K 4, A ARM N0. 5, ACCORDING TO THE
0 0 \ PROPERTY LINE e d e 1. PLAT THEREOF RECORDED IN VOLUME 40 OF PLATS, PAGE 27, RECORDS OF KING
e
0„
18 .. COUNTY, WASHINGTON.
m I e . e .
— r I T / x I `CONCREr ° I 18" .. ' SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
�rJ J J 70 J J» J I e ROOF PEAK � I
I °
c'
FOUND 1.5" PIPE III I i EL=428.00' 16" 2 „ ` '. '.c� a.... \
�j\� e VERTICAL DATUM — NAVD-88
L
I `� NORTH AMERICAN VERTICAL DATUM-1988
0.85 N11 W
12
W.
OF PROPERTY CORNER
G .....:.. . H K RAVEL .DRIVEWAY ...
CURB .FACE . K aENc
I 32" I BENCHMAR
\ ......... d .
........ ........ .
........ ......... ..
PROJECT BENCHMARK.•
\ — — SET .At, aaR .AnID eaP .. . ... ...................... ......
. . • • EMW LS44651 a I FOUND REBAR AND CAP EMW LS144651(AS SHOWN ON MAP)
SET REBAR AND CAP ELEVATION = 409.72 FEET
EMW LS#44651 _ — — -� \ 10 \ — — ca L .. W ........... d
a PROJECT BENCHMARK.•
>r
FENCE LIES 12"
0.4' W. of :::',� �'' I \ „ 0 W I CITY OF RENTON MON11640
PROPERTY LINE �•: — —\ 1 \\ \ 20 S' BRASS DISC STAMPED "KING COUNTY SURVEY MONUMENT" IN CASE
\ \ \ \ \ 20" \ I. ...............
..... ..... :
\ o \
L \ Or)` 10" \ WOOD \\ .....20m:NO170649.10RDS:
I
\ \ ENCLOSURE „ \ V I r E=IJ05835.94
\ \ \ 12 46 26" Q :::
14" `- I ELEVATION = 465.87 FEET
\ \ \ \ „ i e BASIS OF BEARING
\ \ \ \ \CS
r-\�; Pr\RCr \ \ \ \ \ \ \ \ a THE MONUMENTED CENTERLINE OF 108TH AVE. S.E., AS THE BEARING OF N O1'43'
\
............... ...... . .....
\ \ 10 \ \ \ \ 3 EQUIPMENT & PROCEDURES
4/0\0 20»
........ �� I METHOD OF SURREY
\ N ......... SURVEY PERFORMED BY FIELD TRAVERSE
...... . ........ I
FENCE LIES Z \ / _ _ — — / : •,; \ , ` \ �N o c�' a I INSTRUMENTATION.'
PROPERTY LINE \AC r••.: °\ :'...' ` N. I.... e I LEGEND
\ \ CENTER OF MANHOLE \ o ..�........ d
\... �' ........ FH e
\ \ \ LIES 3.3' E. ................... .
\ \ \ 24I o I
CONCRETE BLOCK WALL � I \ \ \ � ' OF PROPERTY LINE � .............
LIES 1.6' \ \ \ \ \ I �.......... . °
I •
E. OF PROPERTY LINE \ \ �Q — — _ \ 18" S S....... �............. d.
6_ — S S
TAX PARCri
„ \ I I Q-,
40J� 10DD :3 5 \\ 14 SSMH RIM=411. 14
IE=401.53(N,j PVC) \...... I ............... / I El
FENCE LIES \ \ \ A\ \ \ \ \\ 8' 8" II SSMH e / 1 O
/ \ _
3.1' E. OF \ — �I \ / i \ EM398.48 (N,S,E,W)
PROPERTY LINE \ — _
� � \ I <\ � ... IE=404.71'(N 8") a �
12 I 32" \ 14" LL...
CONCRETE PILLAR \ \ \ \ \ I 0 \ \ I o I ......... ..... 0
LIES 0.4' W. OF \ \ \ \ \ \ \ I L \ / o r o....... /
PROPERTY LINE \ \ \ 12 \ I \ \ 28" /
12"
\ ��\ \ I 24' \ 7 \�/\� ........... ° d / o
POWER POLE \ — — — . \ 12 CEDAR \ \ \ / \ \ Il . _ J.
12"� L.�.\..... .�..
LIES 4.2' E. AND A00� \ \ \ I \ 30" e
CONCRETE BLOCK WALL 5.2' N. OF
LIES 4.2' E. PROPERTY LINE \ \ \ \ \ MULTI1:... .c.B . `�
CITY OF RENTON MON11862 (C, HORZ ONLY) OF PROPERTY LINE \ \ " \
COPPER PLUG WITH PUNCH ONA4X4 ��� CENTER LINE—` `1L IL------- ----32 \ZE�R — 0 e ed 0
—� OF DITCH �\ —----- —__ w--- W.—.. f.-.W
CONCRETE POST IN CASE, DOWN 0.45'. CULVERT---, \ — — — — — _ — — —
Pi�RiicuFn �n-Wane• I�-�oF �d� � r- — —
FOUND CASED MONUMENT, AS NOTED
FOUND REBAR & CAP, AS NOTED
SET REBAR AND CAP
STORM DRAIN MANHOLE
STORM DRAIN CATCH BASIN
SANITARY SEWER MANHOLE
NATURAL GAS VALVE
FIRE HYDRANT
WATER VALVE
WATER METER
BOLLARD
POWER POLE W/LIGHT
POWER POLE
TELEPHONE MANHOLE
MAPLE TREE
CEDAR TREE
AS-BUILT
DRAWINGS
TOPOGRAPHIC SURVEY INFORMATION CONTAINED ON THESE PLANS
HAS BEEN PROVIDED BY CORNERSTONE ENGINEERING, INC. LDC,
INC. (LAND DEVELOPMENT CONSULTANTS, INC.) ASSUMES NO
LIABILITY AS TO THE ACCURACY AND COMPLETENESS OF THIS DATA.
ANY DISCREPANCIES FOUND BETWEEN WHAT IS SHOWN ON THE
PLANS AND WHAT IS NOTED IN THE FIELD SHOULD BE BROUGHT
IMMEDIATELY TO THE ATTENTION OF THE ENGINEER.
. ........................ ....
_ _ _ ......:. ....
_ / _ ........................... EMW LS144651 �
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
\ I� I IE=391.23'(E,6' PVC) IE=403.52'(12"GONG)
I......... BACK OF SIDEWALK G.. ......... �. svL.. 30467=......
IE=391.13'(W g„PVC) \ �'................'.'.'.. G G \ G I \. .................................
�...... ... CULVERT G G G..........................:N......
RIM.=39.5:85................ G 399.22' 12 CMP� \ PPP ........................................ SIG I
— G
.....
. .
IR 392�5 (E;12"CMH FH X_T X X ,�,
FOUND CASED MONUMENT ......:2....1......... ... _ _ — —
FDC WATER GARBAGE.'COI�IIAINFR ........................... . ...............................
W/TACK VAULT
Call 2 Business Days Before You Dig
811 or 1-800-424-5555
Utilities Underground Location Center
1 thANNIXir- QcADV
Surveying
Engineering
Planning
20210 142nd Avenue NE Ph. 425.806.1869
Woodinville, WA 98072 Fx. 425.482.2893
www.LDCcorp.com
0 1 AS -BUILT DRAWINGS
NO.
REVISION
A \ Pr\R r
-rr%J % 30 _6J -17 E3
MEV 112-13-18 I ' SURVEYED: LDC
DESIGNED:
MEV
DRAWN:
NC
' CHECKED: MEV
BY I DATE I AP P R I APPROVED: MEV
CITY OF RENTON MON/�1915 (8, ELEV ONLY)
COPPER PLUG IN A 3' CONCRETE FILLED
PIPE IN A WSDOT CASE. DOWN 0.30'.
PUBLISHED CO-ORDS:
ELEV=380.86
FOUND CO-OORDS:
ELEV=380.70
■ SCALE: ■
1" =20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VER11ClL: HAVD 1988
HOMONTAL• W 1901IN1
DATU M
ORC TY OF
RENTON
Planning/Building/Public Works Dept.
RENTON SPECIAL CARE COMMUNITY, LLC
RENTON SPECIAL CARE COMMUNITY
17033 108THAVE SE, RENTON, WA 98055
EXISTING CONDITIONS MAP
R-396202
000 .— O 8 — 1 7
FIELD
PAGE:
DRAWING NO:
TO-01
2 23
00
N
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SCALE: 1" = 20'
20' 0 20' 40'
AS-BOIL T
DRAWINGS
NE 1/4 OF THE SW 1/4 AND SE 1/4 OF THE NW 1/4, SEC 29, TWIN 23, RGE 5 E, KING COUNTY, WASHINGTON
I
I
I
=r00E� 7000 29- -1
INTERSECTION, ROAD
STA 5+ 19.12, DRIVE A=
N=166929.86 STA 12+13.23, 108TH AVE SE
E=1302734.43
FOUND REBAR AND CAP 4 = 90'01 ' 14" SET REBAR44AND CAP
CRONES R = 35
LIES 0.32' N17W L = 54.99 N=166920.54
OF PROPERTY CORNER T = 35.01 10' LANDSCAPE E-1303034.10
BUFFER N88'13'13"W 299.81 '(C)
�-I ------ -�_- _--- w--_____Q5__-__
_ zW
R45' / Cq _ _ -�c, N 4+00 _ _ 178_34
o I 85
3+00 I_ 4 _ _ _ - - o w w m 358°13'1C4 mu
3»-
A w
rrDD DDw2r;,---_-- - - - -
FOUND 1.5"PIPE I /i---------�� 5'.\ o \\ --
0.85' N11'W I I R�2' m
OF PROPERTY CORNER /
N=166859.58 I / `\ �y 39' \ L \
E=1302732.27 I I I FU, �F \
71 '
77-777
SET REBAR AND CAP I I \ \ i
EMW LS144651 I I �WATWRiESMT
15'x12' POWER ESMT I�
.. I I II �- -� - --I 15.3' I I COTTAGEA COTTAGE B
1 57 I
CITY OF RENTON MON11640 (D, HORZ & ELEV)
3" BRASS DISC STAMPED "KING COUNTY SURVEY
MONUMENT", IN CASE, DOWN 1.0:
PUBLISHED CO-ORDS: F
N=170648.98
E=1305835.75
ELEV=466.09
FOUND CO-OORDS:
N=170649.17
E=1305835.94
ELEV=465.87
FOUND CASED MONUMENT
W/LEAD TACK
rn I I I UTILITY ESMT I ...:.... 110'
. ....
18, . .: ...... .. LANDSCAPE
BUFFER oS
WATER & ^�
I I IIIIIII IIb
EMERGENCY
I ±2o01' I CITY
ITY/ SEWER
-r�\\< ��\r�rr E/1I
/
�I
II II I
,
IACCESS ESMT .8�
Lr)I I 100.2' I�
04
101.3101.3'
r 20.5' 15.5' R W
DEDICATION57
45' CO
TTAGE D N COTTAGE C 10,
TOPOGRAPHIC DISCLAIMER SD N
CO
TOPOGRAPHIC SURVEY INFORMATION CONTAINED ON THESE PLANS HAS L_ ESMT
BEEN PROVIDED BY CORNERSTONE ENGINEERING, INC. LDC, INC. (LAND
DEVELOPMENT CONSULTANTS, INC.) ASSUMES NO LIABILITY AS TO THE III I I
ACCURACY AND COMPLETENESS OF THIS DATA. ANY DISCREPANCIES FOUND 16'
BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT IS NOTED IN THE 10' LANDSCAPE I WATER & 10' LANDSCAPE
FIELD SHOULD BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE BUFFER I I I SEWER ESMA BUFFER
ENGINEER. 110'
'LS6.
:s
I-----02
SD
N=166701.26 I�SMT I
E=1302727.41
CITY OF RENTON MON11862 (C, HORZ ONLY) , N88°07'55"W 300.54'(C) 300.62'(P)
COPPER PLUG WITH PUNCH ON A 4"X4 4.5' R/W DEDICATION 3'X6' WATER ESMT
CONCRETE POST, IN CASE, DOWN 0.45:
Q
PUBLISHED CO-ORDS
T SET REBAR AND
N=168056.01
EMW LS144651
E=1300198.93
FOUND CO-ORDS:
0
N=168056.34
E=1300199.16
661.23'(R2)
- 13+00
58 68'(R2) 661.35'(P)
rvUND CASED MONUMENT
W/TACK
Call 2 Business Days Before You Dig
811 or 1-800-424-5555
Utilities Underground Location Center
w
0
I
0 17+00
-- -+ + -
0
719. 91 '(M) 719. 94'(R3i -
N88°07'55"E
INTERSECTION, ROAD Z
STA 0+00.00, DRIVE A=
STA 16+89.94, SE 172ND ST
1 thANNIVERc"[)X
Surveying
L I
DC Engineering
Planning
20210 142nd Avenue NE Ph. 425.806.1869
Woodinville, WA 98072 Fx. 425.482.2893
0 1 AS -BUILT DRAWINGS
www.LDCcorp.com I NO.
REVISION
�rno
SE 172ND ST 19+ 0 -
2 ;- �, (El'
MEV
12-13-18
SURVEYED:
LDC
DESIGNED:
MEV
DRAWN:
NC
CHECKED:
MEV
BY
DATE
APPR
[APPROVED:
MEV
SCALE:
3'X6' WATER EASEMENT
(REC. NO. 80081 J0467)
(TO BE RELINQUISHED)
I
I
30,
EX R W
I
I
SURVEY INFORMATION
LEGAL DESCRIPTION
LOT 14, BLOCK 4, AKER'S FARM NO, 5, ACCORDING TO THE PLAT THEREOF RECORDED
IN VOLUME 40 OF PLATS, PAGE 27, RECORDS OF KING COUNTY, WASHINGTON.
TOGETHER WITH:
THE SOUTH HALF OF LOT 15, BLOCK 4, AKER'S FARM NO. 5, ACCORDING TO THE
PLAT THEREOF RECORDED IN VOLUME 40 OF PLATS, PAGE 27, RECORDS OF KING
COUNTY, WASHINGTON,
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
VERTICAL DATUM - NAVD-88
NORTH AMERICAN VERTICAL DATUM-1988
BENCHMARK BENCHMARK
PROJECT BENCHMARK.
FOUND REBAR AND CAP EMW LS1144651(AS SHOWN ON MAP)
ELEVATION = 409.72 FEET
PROJECT BENCHMARK.
CITY OF RENTON M0NJ1640
3" BRASS DISC STAMPED "KING COUNTY SURVEY MONUMENT" IN CASE
FOUND CO-ORDS:
N=170649.17
E= I J05835. 94
ELEVATION = 465.87 FEET
BASIS OF BEARING
5+00 THE MONUMENTED CENTERLINE OF 108TH AVE. S.E., AS THE BEARING OF N O1°4332" E
EQUIPMENT & PROCEDURES
of
0
+T
N
1=166850.23
E=1303031.98
I
SET REBAR AND CA
EMW LS144651
I
I
E=1303027.78
30,
SET REBAR AND CAP J hh'
EMW LS#44651
1�1_4
INTERSECTION, ROAD 11
STA 10+00.00, 108TH AVE SE=
STA 20+00.00, SE 172ND ST
CITY OF RENTON MON11915 (8, ELEV ONLY)
COPPER PLUG IN A 3 CONCRETE FILLED
PIPE IN A WSDOT CASE. DOWN 0.30'.
PUBLISHED CO-ORDS:
ELEV=380.86
FOUND CO-OORDS
ELEV=380.70
1"=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
C6
W
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HORIZONTALN D ;N3,1"I CITY OF
1;R] RENTON
NAROF
DATU M
Planning/Building/Public Works Dept.
METHOD OF SURVEY -
SURVEY PERFORMED BY FIELD TRAVERSE
INSTRUMENTATION.•
LEICA TCRA 1105 ROBOTIC ELECTRONIC
TOTAL STATION
PRECISION.
MEETS OR EXCEEDS STATE STANDARDS
WAC 332- I30-090
BASIS OF BEARING. -
THE MONUMENTED CENTERLINE OF 108TH AVE. S.E.,
AS THE BEARING OF N 01 °43'32" E.
PROJECT INFORMATION
SITE ADDRESS:
17033 108TH AVE SE, RENTON, WA 98055
TAX PARCELS:
0087000285, 0087000293
GROSS SITE AREA:
65,715 SF (1.51 AC)
ROW DEDICATION AREA:
4,565 SF (0.10 AC)
NET SITE AREA
61,150 SF (1.40 AC)
EXISTING USE:
SINGLE-FAMILY RESIDENTIAL
PROPOSED USE:
CONVALESCENT CENTER - CONDITIONAL USE
CURRENT ZONING:
R-14
CURRENT COMP PLAN:
R-14
WATER:
SOOS CREEK WATER & SEWER DISTRICT
SEWER:
SOOS CREEK WATER & SEWER DISTRICT
POWER:
PSE
GAS:
PSE
TELEPHONE:
CENTURYLINK
CABLE:
COMCAST
SCHOOL DISTRICT:
RENTON #403
FIRE DISTRICT:
RENTON RFA
SEISMIC DESIGN CATEGORY:
D
IBC DESIGNATION OF OCCUPANCY:
4-1
STRUCTURAL DESIGN CRITERIA:
LOAD OF 30 TON VEHICLE, 75 PSI, AND
26"x26" OUTRIGGER PER RENTON RFA
MAXIMUM BUILDING HEIGHT:
35'
SETBACKS: FRONT:
15'
REAR:
10,
SIDE:
4'
SIDE (ALONG STREET):
15'
OPEN SPACE REQUIREMENTS
MINIMUM OPEN SPACE REQUIRED:
0 SF IF THREE OR FEWER DWELLING UNITS
350 SF PER UNIT IF 4 OR MORE DWELLING UNITS
IMPERVIOUS REQUIREMENTS
MAXIMUM IMPERVIOUS:
80%
MAXIMUM LOT COVERAGE:
65%
NEW IMPERVIOUS:
43,072 SF (70.40%)
NEW PERVIOUS:
18,078 SF
LOT COVERAGE:
17,306 SF (28.30%)
REFUSE AND RECYCLING AREA
REQUIRED RECYCLE:
51 SF
REQUIRED GARBAGE:
102 SF
PROVIDED:
180 SF
PARKING REQUIRED:
REQUIRED=
34 STALLS
25% REDUCTION=
26 STALLS
COMPACT STALLS ALLOWABLE:
8 STALLS
ADA STALLS REQUIRED:
2 STALLS
PARKING PROVIDED:
26 STALLS
COMPACT STALLS PROVIDED:
7 STALLS
ADA STALLS PROVIDED:
2 STALLS
FOUND CAS, IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MONUMENT
RENTON SPECIAL CARE COMMUNITY, LLC
RENTON SPECIAL CARE COMMUNITY
17033 108TH AVE SE, RENTON, WA 98055
HORIZONTAL CONTROL PLAN
R-396203
04-08-17
REU IM;
PAGE:
DRAWING NO:
HC-01
SHEET: OF:
323
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00
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NE 1/4 OF THE SW 1/4 AND SE 1/4 OF THE NW 1/4, SEC 29, TWN 23, RGE 5 E, KING COUNTY, WASHING TON
N
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LEGEND
SCALE: 1" = 20'
20' 0 20' 40'
FOUND CASED MONUMENT
W/LEAD TACK
I
,.
N=166929.86 `'": / ......... z
E=1302734.43 % .
COVERED REFUSE AND RECYCLING AREA EMT 446 A CAPS a
o
6 CEDAR FENCE TO BE INSTALLED I :.. EMw #44B51N0 \ �......
o' rr��< P /\R r DIRECTLY ADJACENT TO PROPERTY LINE
FOUND REBAR AND CAP i 10,
0 LANDSCAPE — _ ` _ _ N=166920.54
., BUFFER F�JJ� IJJJ �:� J _ _ 1' -----.-..,. \ � ., \. ..... .........o. .
W/IAUK I UIUI\L rr\VLIVILINI rNINU I\UrU YYVI\r\ —UKIVtWAT F'tK JIU IU4,
.° BY "AVANA RIDGE" DEVELOPMENT SEE DT-04 AND GR-02
TOPOGRAPHIC DISCLAIMER
A S-BUIL T TOPOGRAPHIC SURVEY INFORMATION CONTAINED ON THESE PLANS HAS
o BEEN PROVIDED BY CORNERSTONE ENGINEERING, INC. LDC, INC. (LAND
DRA WINGS DEVELOPMENT CONSULTANTS, INC.) ASSUMES NO LIABILITY AS TO THE
ACCURACY AND COMPLETENESS OF THIS DATA. ANY DISCREPANCIES FOUND
, IBETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT IS NOTED IN THE
CI E• VIL L \/ IG Q C A 1? Y FIELD SHOULD BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE
i
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N
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0
0
of wasgll�p t A N N I ENGINEER.
r?� Surveying SURVEYED: LDC SCALE. VERTICAL: NAVD 1988 ■
0 AS —BUILT DRAWINGS MEV 12-13-18
Engineering DESIGNED: 1"- 20' HORIZONTAL: NAD 1983/1991 C T Y OF
DC1Planning MEv OR
RENTON
40908 g DRAWN:
�GISTER���1�� NC ONE INCH DATUM
Sj0 St,11 20210 142nd Avenue NE Ph. 425.806.1869 CHECKED: AT FULL SCALE
NAL �, MEv Planning/Building/Public Works Dept.
Woodinville, WA 98072 Fx. 425.482.2893 IF NOT ONE INCH
www.LDCcorp.com NO. REVISION BY DATE APPR APPROVED: MFV SCALE ACCORDINGLY
RENTON SPECIAL CARE COMMUNITY, LLC
RENTON SPECIAL CARE COMMUNITY
17033 108THAVE SE, RENTON, WA 98055
SITE PLAN
R-396204
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Call 2 Business Days Before You Dig
811 or 1-800-424-5555
Utilities Underground Location Center
15 thANNI'Vir- QcADV
Surveying
LDC1 Engineering
Planning
20210 142nd Avenue NE Ph. 425.806.1869
Woodinville, WA 98072 Fx. 425.482.2893
www.LDCcorp.com
V IfILL \11 IfI1I VLIIVf\ I I\V I LV I IV I LIV\JL
(5' BEYOND DRIP LINE)
0 1 AS —BUILT DRAWINGS
NO.
REVISION
f........................................
EARTHWORK QUANTITIES
CUT: 7,466 CY (10,500 TONS)
FILL 4,991 CY (7,000 TONS)
NET: 2,2475 CY FILL/IMPORT (3,500 TONS)
DISTURBED/CLEARING AREA: 87,170 SF (2.00 AC)
*NOTE: NET EARTHWORK VOLUME ESTIMATE ASSUMES 50% OF EXCAVATED
SOILS WILL BE UNSUITABLE FOR SITE BACKFILL USE.
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\
TOPOGRAPHIC DISCLAIMER
TOPOGRAPHIC SURVEY INFORMATION CONTAINED ON THESE PLANS HAS
BEEN PROVIDED BY CORNERSTONE ENGINEERING, INC. LDC, INC. (LAND
DEVELOPMENT CONSULTANTS, INC.) ASSUMES NO LIABILITY AS TO THE
ACCURACY AND COMPLETENESS OF THIS DATA. ANY DISCREPANCIES FOUND
BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT IS NOTED IN THE
FIELD SHOULD BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE
ENGINEER.
SCALE: 1" = 20'
20' 0 20' 40'
LEGEND
CLEARING AREA
PROTECTED AREA CLEARING LIMITS
SILT FENCE, STD. PLAN 214.00, ER-02
► •- CONVEYANCE SWALE
01
ROCK CONSTRUCTION ENTRANCE
°°:°0.
°�`�
CATCH BASIN PROTECTION,
STD PLAN 216.30, ER-03
TESC POND, STD PLAN 216.00, ER-02
PRE DEVELOPMENT DRAINAGE PATTERN
POST DEVELOPMENT DRAINAGE PATTERN
RIP RAP PAD
INSTALL CHECK DAM EVERY 100' OR 2'
OF ELEVATION CHANGE, STD. PLAN
217.40, ER-03
TBR
TO BE REMOVED
CONSTRUCTION SEQUENCE
1. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL
SCHEDULE AND ATTEND A PRE —CONSTRUCTION CONFERENCE WITH
THE CITY OF RENTON STAFF. CESCL SHALL ATTEND CONFERENCE.
2. FLAG CLEARING LIMITS.
3. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR.
4. INSTALL CATCH BASIN PROTECTION ONSITE AND WITHIN 500'
DOWNSTREAM OF SUBJECT PROPERTY.
5. GRADE AND INSTALL ROCK CONSTRUCTION ENTRANCE.
6. INSTALL FILTER FABRIC FENCE AND CONSTRUCTION FENCE AS
SHOWN.
7. CONSTRUCT SEDIMENT TRAP AND OUTFALL.
8. GRADE AND STABILIZE CONSTRUCTION ROADS.
9. CONSTRUCT SURFACE WATER CONTROLS (CONVEYANCE SWALES,
CHECK DAMS AND TEMPORARY CULVERTS) SIMULTANEOUSLY WITH
CLEARING AND GRADING FOR PROJECT DEVELOPMENT.
10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY
OF RENTON STANDARDS AND MANUFACTURER'S RECOMMENDATIONS.
11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW
MEASURES SO THAT AS SITE CONDITIONS CHANGE, THE EROSION
AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY
ESC MINIMUM REQUIREMENTS.
12. COVER ALL AREAS WITHIN THE SPECIFIED TIME FRAME WITH STRAW,
WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, CRUSHED ROCK
OR EQUIVALENT.
13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN 7 DAYS.
14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN
30 DAYS.
15. CLEAN OUT STORM SYSTEM INCLUDING SEDIMENT TRAP AND
STRUCTURES WHEN CONSTRUCTION IS COMPLETE AND SITE HAS
STABILIZED.
16. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST
BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF
APPROPRIATE.
PROPOSED GROUND COVER
COMBINATION OF TREES, LANDSCAPING AND IMPERVIOUS SURFACES
ASSOCIATED WITH 16 BUILDINGS OR 360 UNITS.
IMPERVIOUS AREAS (ON -SITE
EXISTING ONSITE IMPERVIOUS:
6,238
SF
(9.49%)
NEW IMPERVIOUS:
43,072
SF
(70.40%)
NEW PERVIOUS:
18,078
SF
(27.6%)
LOT COVERAGE:
17,306
SF
(28.30%)
N COMPLIANCE WITH CITY OF RENTON STANDARDS
MEV
12-13-18
SURVEYED:
LDC
SCALE:
1„— 2 O,
L
VERTICAL: NAVD 83/1
HORIZONTAL: NAD 1983/1991
DATUM
C T Y OF
� RENT0N
Nkw
g/ g/ p
Buidin Public Works De t.BY
RENTON SPECIAL CARE COMMUNITY, LLC
RENTON SPECIAL CARE COMMUNITY
17033 >08THAVE SE, RENTON, WA 98055ONE
TCHECKED:
/ ESC PLAN
R-396205
0 8 —17
DESIGNED: MEV
DRAWN: NC
INCH
rFIELDBOOK:
-01
MEVAT
FULL SCALE
IF NOT ONE INCHPannin
ACCORDINGLY
DATE
APPR
APPROVED: MEVSCALE
OF: 23
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IN 6"x6" MIN. TRENCH
PILE AT 12" INTERVALS
v , TURN
THExEND UNDER 4' AND STAPLE AT 12" INTERVALS
NOTES
1. CONDITION OF USE
1.1. FOR PERMANENT STABILIZATION OF SLOPES 2H:1V OR GREATER AND WITH MORE THAN 10 FEET OF VERTICAL RELIEF.
1.2. IN CONJUNCTION WITH SEED FOR FINAL STABILIZATION OF A SLOPE, NOT FOR TEMPORARY COVER. HOWEVER, THEY MAY BE USED FOR
TEMPORARY APPLICATIONS AS LONG AS THE PRODUCT IS NOT DAMAGED BY REPEATED HANDLING.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. INSTALLATION IS CRITICAL TO THE EFFECTIVENESS IF THIS PRODUCT IF GOOF GROUND CONTACT IS NOT ACHIEVED, RUNOFF CAN
CONCENTRATE UNDER THE PRODUCT, RESULTING IN SIGNIFICANT EROSION..
2.2. JUTE MATTING MUST BE USED IN CONJUNCTION WITH MULCH. EXCELSIOR, WOVEN STRAW, BLANKETS, AND COIR ( COCONUT FIBER) BLANKETS
MAY BE INSTALLED WITHOUT MULCH.
2.3. PURELY SYNTHETIC BLANKETS ARE ALLOWED, BUT SHALL ONLY BE USED FOR LONG-TERM STABILIZATION OF WATERWAYS. THE ORGANIC
BLANKETS, ARE BETTER FOR SLOPE PROTECTION AND SHORT-TERM WATERWAY PROTECTION BECAUSE THEY RETAIN AND PROVIDE ORGANIC
MATTER TO THE SOIL, SUBSTANTIALLY IMPROVING THE SPEED AND SUCCESS OF RE -VEGETATION.
3. MAINTENANCE STANDARDS
3.1. GOOD CONTACT WITH THE GROUND MOST BE MAINTAINED, AND THERE MOST NOT BE EROSION BENEATH THE BET OR BLANKET.
3.2. AREAS OF THE NET OR BLANKET THAT ARE DAMAGED OR NOT CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED.
3.3. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED.
F
PUBLIC WORKS SLOPE INSTALLATIONS STD. PLAN - 215.20
DEPARTMENT MARCH 2O08
INFLOW
THE POND LENGTH SHALL BE 3 TO 6
TIMES THE MAXIMUM POND WIDTH
EMERGENCY OVERFLOW
SPIL
SILT FENCE
` RISEIf'PIPE % / / I CDISCHARGE ONVEYANCE,
LEVEL YANCESPREA, OUTLET OR
RISER PIPE
(PRINCIPAL SPILLWAY)
OPEN AT TOP WITH
TRASH RACK \
DEWATERING DEVICE (SEE RISER DETAIL)��jr
CREST OF
6' MIN. WIDTH
EMERGENCY SPILLWAY
I
EMBANKMENT COMPACTED S6%.
PERVIOUS MATERIALS SUCH AS
GRAVEL OR CLEAN SAND SHALL
NOT BE USED.
-
WIRE -BACKED SILT FENCE, DEWATERING III _ _ III "' "'
STAKED HAYBALES WRAPPED ORIFICE -III I -III I I:
WITH FILTER FABRIC, OR :III- -III-III-III DISCHARGE TO STABILIZED
EQUIVALENT DIVIDER CONCRETE BASE CONVEYANCE, OUTLET OR
LEVEL SPREADER
NOTES
1. CONDITION OF USE
1.1. A SEDIMENT POND SHALL BE USED WHERE THE CONTRIBUTING DRAINAGE AREA IS 3 ACRES OR MORE.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. THE POND SHALL BE DIVIDED INTO TWO ROUGHLY EQUAL VOLUME CELLS BY A PERMEABLE DIVIDER THAT WILL REDUCE TURBULENCE WHILE
ALLOWING MOVEMENT OF WATER BETWEEN CELLS. THE DIVIDER SHALL BE AT LEAST ONE HALF OF THE HEIGHT OF THE RISER. WIRE - BACKE
2-TO 3 FOOT HIGH, EXTRA STRENGTH FILTER FABRIC SUPPORTED BY TREATED 4"X4"s MAY BE USED AS A DIVIDER. ALTERNATIVELY, STAKED
STRAW BALES WRAPPED WITH FILTER FABRIC MAY BE USED.
2.2. IF THE POND IS MORE THAN 6 FEET DEEP, A DIFFERENT MECHANISM MUST BE PROPOSED.
2.3. TO AID IN DETERMINING SEDIMENT DEPTH, ONE -FOOT INTERVALS SHALL BE PROMINENTLY MARKED ON THE RISER.
3. MAINTENANCE STANDARDS
3.1. SEDIMENT SHALL BE REMOVED FROM THE POND WHEN IT REACHES 1 FOOT IN DEPTH.
3.2. ANY DAMAGES TO THE POND EMBANKMENTS OR SLOPES SHALL BE REPLACED.
�Y
�� PUBLIC WORKS SEDIMENT POND PLAN VIEW
STD. PLAN - 216.00
'' DEPARTMENT AND CROSS SECTIONS
gN,tp MARCH 2O0B
Call 2 Business Days Before You Dig
811 or 1-800-424-5555
Utilities Underground Location Center
JOINTS IN FILTER FABRIC SHALL BE SPLICED
AT POSTS. USE STAPLES, WIRE RINGS, OR
EQUIVALENT TO ATTACH FABRIC TO POSTS_
6' MAX
L-J
POST SPACING MAY BE INCREASED
TO W IF WIRE BACKING IS USED
2N2" BY 14 Ga. WIRE OR
EQUIVALENT, IF STANDARD
STRENGTH FABRIC USED
FILTER FABRIC
MINIMUM 4"x4"TRENCH
BACKFILL TRENCH WITH
NATIVE SOIL
2'k4' WOOD POSTS, STEEL FENCE
POSTS, REBAR, OR EQUIVALENT
2F
NOTES
1. CONDITION OF USE
1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS.
1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW.
ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE
AVAILABLE ON SITE.
3D-100 SIEVE SIZE (D.60-0.15MM( FORSI LT FILM
A05 (ASTM D4751)
60-100 SIEVE SIZE (0.30-D.15MM) FOR OTHER FABRICS
WATER PERMITTIVITY (ASTM D491)
D.02SEC^-1 MINIMUM
GRAB TENSILE STRENCHT (ASTM D4632)
1RD LBS. MIN. FOR EXTRA STRENGH FABRIC
1DD LBS. MIN. FOR STANDARD STRENGHT FABRIC
GRAB TENSILE ELONGATION (ASTM D4632)
3D % MAX.
ULTRAVIOLATE RESISTANCE (ASTM D4355)
70%MIN.
2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST
SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE.
2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HAV
2.4. IF A TYPICAL SILT FENCE IS USED THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE
IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT
FENCE.
3. MAINTENANCE STANDARDS
3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY.
3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND.
3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND
THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP
SEDIMENT.
3.4. SEDMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH.
3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED.
ti�Y STD. PLAN - 214.00
� �� � PUBLIC WORKS SILT FENCE
'' DEPARTMENT
gN tp MARCH 2O0B
Polyethylene cap
Provide adequate
ping
Perforated polyethylene
drainage tubing, diametCorrugated
min. 2" larger thanmetal
riser
dewatering orifice.
,Tubing
t:Watertight
MIN.
shall comply3.5
with ASTM F667 andTack
Dewateling orifice, chedule,
AASHTO M294Diameteraspercalculations
weld
40 steel stub min.
I 6" min. r---
18" min.
Alternatively, metal stakes
Concrete base
and wire may be used to
prevent flotation
2X riser dia. Min.
Figure 4.2.20 - Sediment Pond Riser Detail
15 th A N N 1 T4'r- o C! A Ry
Surveying
Engineering
LDCIPlanning
20210 142nd Avenue NE Ph. 425.806.1869
Woodinville, WA 98072 Fx. 425.482.2893
www.LDCcorp.com
0 1 AS -BUILT DRAWINGS
NO.
DRIVEWAYS SHALL BE PAVED TO THE EDGE
OF R-O-W PRIOR TO INSTALLATION OF THE
CONSTRUCTION ENTRANCE TO AVOID
DAMAGING OF THE ROADWAY
IT IS RECOMMENDED THAT THE
ENTRANCE BE CROWNED SO THAT
RUNOFF DRAINS OFF THE PAD
INSTALL DRIVEWAY CULVERT IF THERE
IS A ROADSIDE DITCH PRESENT, AS
PER CITY ROAD STANDARDS
12" MIN. THICKNESS PROVIDE FULL WIDTH OF
NOTES \II INGRESS/EGRESS AREA
1. CONDITION OF USE
1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON
PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE.
GRAB TENSILE STREBNGTH (ASTM D4751)
200 PSI MIN.
GRABTENSILE ELONGATION (ASTM D4532)
30'A MAX.
MULLEN BURSTSTRENGTH (ASTM D3785-80A)
400 PSI MIN.
AOS (ASTM D4751)
20-4S (U.S. STANDARD SIEVE SIZE)
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED
FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY
AT ANYTIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO
PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT.
2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE.
2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY
INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE.
3. MAINTENANCE STANDARDS
3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS.
3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE
STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE
ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH
CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND.
3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY
SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET,
EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A
SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND
DISCHARGED APPROPRIATELY.
3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY.
3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE
INSTALLED TO CONTROL TRAFFIC.
PUBLIC WORKS STABILIZED
ti�Y � STD. PLAN - 215.10
� �� �
DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2O0B
FN'f
TESC SEDIMENTATION POND
BOTTOM ELEVATION
393.00
BOTTOM AREA (SF)
16 SF
TOP ELEVATION
397.00
TOP AREA (SF)
784 SF
SIDE SLOPES
3:1
OVERFLOW ELEV.
396.00
OUTLET INVERT ELEV.
393.50
ORIFICE INVERT ELEV.
393.50
ORIFICE SIZE
1 1 /8"0
NOTE:
FOR POND, ORIFICE, EMERGENCY OVERFLOW SIZING
SEE SWPPP APPENDIX A.
EROSION CONTROL NOTES
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 PRESERVATION AS
PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED IN THE
CY)
FIELD AND OBSERVED DURING CONSTRUCTION.
00
3.
ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE
Cfl
CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR
N
CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT
O
ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT
O
FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL
SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND
T
POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION,
0
MAINTENANCE, REPLACEMENT AND ADDITIONS TO
EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE
RESPONSIBILITY OF THE PERMITTEE.
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 PERMITTEE
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 PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE
CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES,
CY)
OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO
(V
PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE
O
RECEIVING DRAINAGE SYSTEM.
O
5.
APPROVAL OF THIS PLAN IS FOR EROSION SEDIMENTATION CONTROL
ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE
DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR
(�
RETENTION FACILITIES.
r
6.
DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH APRIL 30TH
Q
ALL PROJECT DISTRIBUTED SOIL AREAS GREATER THAN 5,000 SQUARE
FEET, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12
J
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 30 DAYS OR MORE,
ALL DISTURBED AREAS MUST BE IMMEDIATELY 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. SEEDING MAY PROCEED, HOWEVER, WHENEVER
IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED
WITH MULCHING, NETTING OR OTHER TREATMENT APPROVED BY THE
LO
CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD.
0
8.
FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD
O
STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE IS REQUIRED WITH A
O
MINIMUM HEIGHT OF THREE (3) FEET, 3:1 SIDE SLOPES.
O
9.
A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24 FEET X 50 FEET
X 8 INCHES OF 4 TO 6 INCH QUARRY SPALLS SHALL BE LOCATED AT
r
ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE
CONSTRUCTION SITE.
AS-BOIL T
DRAWINGS
N COMPLIANCE WITH CITY OF RENTON STANDARDS
MEV
12-13-181
SURVEYED:
LDC
SCALE:
AS NOTED
,�, „�;N3,1",
DATU MCHECKED:
%C T Y 0
RENTON
V.
Plan ning/Building/Public Works Dept.
RENTON SPEC/AL CARE COMMUNITY, LLC
RENTON SPECIAL CARE COMMUNITY
17033 108TH AVE SE, RENTON, WA 98055
TESC NOTES AND DETAILS
R-396206
08-17
DESIGNED: MEV
DRAWN: NC
ONE INCH
rFIELDBOOK:
-02
MEV
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
REVISION
BY
DATE
APPR
APPROVED: MEV
OF: 23
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8" SANITARY SEWER MAIN
SECTI N A A
SCALE: HOR: 1"=10'
VE : 1"=10'
NOTES:
1. REFER TO STRUCTURAL DESIGN AS PART OF THE
BUILDING PERMIT FOR THE RETAINING WALL.
2. STRUCTURAL DESIGN ACCOUNTS FOR SURCHARGE
LOADING ON WALL.
�/ 1
Ee
RAGE D
=410.50
10" DI WATER MAIN
SECTION B-B
SCALE: H R: 1"=10'
V R: 1"=10'
NOTES:
1. REFER TO STRUCTURAL DE -SIGN AS PART OF THE
BUILDING PERMIT FOR THE RETAINING WALL.
2. LOWER WALL IS OUTSIDE THE ZONE OF INFLUENCE OF
UPPER WALL BASED ON A 1:1 SLOPE FROM EDGE OF
BUILDING FOUNDATION PE GEOTECHNICAL ENGINEER.
C
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LIMITS OF FUTURE
o
RESTORATION BY
"AVANA RIDGE"
14+79.13, 17.96'
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410
400
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-----
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410 6' PERF PIPE
DRAIN LINE
400 \1
/i
CONNECT
DRAIN LINE
TO CONTROL
STRUCTURE
J80 20' CITY EMERGENCY
ACCESS ESMT
LIMITS OF FUTURE RESTORATION —
BY "AVANA RIDGE"
16+45.93, 18.00'
FUTURE PAVEMENT AND ROAD WORK
BY "AVANA RIDGE" DEVELOPMENT
co
0
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Call 2 Business Days Before You Dig
811 or 1-800-424-5555
O
Utilities Underground Location Center
0
1 thANNIAMDCADV
Surveying
Engineering
Planning
20210 142nd Avenue NE Ph. 425.806.1869
Woodinville, WA 98072 Fx. 425.482.2893
www.LDCcorp.com
TOPOGRAPHIC SURVEY INFORMATION CONTAINED ON THESE PLANS HAS
BEEN PROVIDED BY CORNERSTONE ENGINEERING, INC. LDC, INC. (LAND
DEVELOPMENT CONSULTANTS, INC.) ASSUMES NO LIABILITY AS TO THE
ACCURACY AND COMPLETENESS OF THIS DATA. ANY DISCREPANCIES FOUND
BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT IS NOTED IN THE
FIELD SHOULD BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE
ENGINEER.
0 AS —BUILT DRAWINGS MEV 12-13-18 SURVEYED: SCALE:
LDC VERTICAL: NAVD 1988
DESIGNED: 1 " ■
_ r1201 HORIZONTAL: NAD 1983/1991 C T Y OF
MEV RENTON
DRAWN: OR
NC
ONE IN DATU M
CHECKED: MEV AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
NO. REVISION BY DATE APPR APPROVED: MEV SCALE ACCORDINGLY
RENTON SPECIAL CARE COMMUNITY, LLC
RENTON SPECIAL CARE COMMUNITY
17033 108THAVE SE, RENTON, WA 98055
GRADING PLAN
R-396208
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NE 1/4 OF THE SW 1/4 AND SE 1/4 OF THE NW 1/4, SEC 29, TWN 23, RGE 5 E, KING COUNTY, WASHING TON
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AVANA RIDGE SIDEWALK MATCH GRADES TO
FRONTAGE IMPROVEMENTS EXISTING DRIVEWAY
. . . . . . . . . . . . . . . . . . . . . . . . . .
A SE 172ND STAND DRIVE A
SCALE: 1" =10'
Call 2 Business Days Before You Dig
811 or 1-800-424-5555
Utilities Underground Location Center
7
Q
o
0 MINIMUM 4'X4' LANDING NOT TO EXCEED 2% RUNNING OR CROSS SLOPE.
ALL SIDEWALK FOR DESIGN RAMPS SHALL NOT EXCEED 7.5% WITH
01.5% MAX CROSS SLOPE FOR DESIGN. UNLESS OTHERWISE NOTED (SEE
NOTE 7).
3. ALL SIDEWALKS SHALL NOT EXCEED 1.5% CROSS SLOPE.
4. SEE SHEET DT-04 FOR CURB RAMP DETAILS.
5. ALL CURB ELEVATION AT FLOWLINE UNLESS OTHERWISE NOTED.
6. GB: GRADE BREAK
LP: LOW POINT
HP: HIGH POINT
SCALE: 1" = 10'
10, 0 10, 20'
- — — —
7. WHERE PEDESTRIAN ACCESS ROUTES ARE CONTAINED WITHIN A STREET
'--_-
OR HIGHWAY RIGHT-OF-WAY, THE GRADE OF PEDESTRIAN ACCESS ROUTES
DR/VEA
�. . _
1 ------------- -----
SHALL NOT EXCEED THE GENERAL GRADE ESTABLISHED FOR THE
---________
ADJACENT STREET OR HIGHWAY. WHERE PEDESTRIAN ACCESS ROUTES ARE
_
NOT CONTAINED WITHIN A STREET OR HIGHWAY RIGHT-OF-WAY, THE
GRADE OF PEDESTRIAN ACCESS ROUTES SHALL BE 5 PERCENT MAXIMUM.
AG 2012, SECT. R30 .
. 413.70.
_(PROW
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. . . . . . . . . . .
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,410.95
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- '
SCALE: 1 =10
cn __
1
�� .: 410.38J'
MATCH GRADES TO
EXISTING SIDEWALK
1 thANNIAMDCADV
Surveying
Engineering
LDCIPlanning
20210 142nd Avenue NE Ph. 425.806.1869
Woodinville, WA 98072 Fx. 425.482.2893
www.LDCcorp.com
---------------------
......................
.....................
.....................
TOPOGRAPHIC DISCLAIMER
TOPOGRAPHIC SURVEY INFORMATION CONTAINED ON THESE PLANS HAS
BEEN PROVIDED BY CORNERSTONE ENGINEERING, INC. LDC, INC. (LAND
DEVELOPMENT CONSULTANTS, INC.) ASSUMES NO LIABILITY AS TO THE
ACCURACY AND COMPLETENESS OF THIS DATA. ANY DISCREPANCIES FOUND
BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT IS NOTED IN THE
FIELD SHOULD BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE
ENGINEER,
0 1 AS -BUILT DRAWINGS I MEV 12-13-18
NO.
REVISION
BY I DATE I APPR
MATCH GRADES TO CONSTRU
AVANA RIDGE SIDEWALK
FRONTAGE IMPROVEMENTS
AS-BUILT
DRA WINGS
N COMPLIANCE WITH CITY OF RENTON STANDARDS
B SE 172ND ST AND 108TH AVE SE
SCALE: 1" =10'
SURVEYED: SCALE: DATE:
LDC HORIZONTAL NQ ;M;1991 C RENTON SPEC/AL CARE COMMUNITY, LLC 04-08-17
DESIGNED: MEV AS NOTEDOR
C T Y O
R E N TO N RENTON SPECIAL CARE COMMUNITY FIELDBOOK:
DRAWN: PAGE:
NC 17033 108TH AVE SE, RENTON, WA 98055 DRAWING N0:
ONE INCH DATU M
CHECKED: MEV AT FULL SCALE Planning/Building/Public Works Dept. DETAILED GRADING PLAN GR-02
IF NOT ONE INCH
APPROVED: MEV SCALE ACCORDINGLY R-396209 SHEEP: 9OF: 23
00
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HOUSE / ( U) a
I
CB-15 TYPE-2-48"O
CB-6, CONCRETE INLET is '
Lj W SOLID LOCKING LID Q
C13-7, TYPE 1
STA. 2+43.95, 9.54 RT TAX PARCEL ,+A. S -,-r 9.2S' P+ STA. 4+14 03 814' RT �
115'
1
4
15
thANNIVERCA1?y
Surveying
Engineering
LDCIPlanning
20210 142nd Avenue NE Ph. 425.806.1869
Woodinville, WA 98072 Fx. 425.482.2893
www.LDCcorp.com
SCALE: 1" = 20'
20' 0 20' 40'
LEGEND
o
STORM PIPE
------------
DRAIN PIPE
ROOFLINE
SEWER PIPE
WATER PIPE
®
DOWNSPOUT
O
STORM DETENTIOM CLEAN OUT
O
YARD DRAIN
STOP SIGN
PERVIOUS PAVEMENT
PROPOSED ASPHALT
PROPOSED GRIND/OVERLAY
i-
UTILITY CROSSING
NOTES
1. ALL ROOF DRAIN PIPE IS 6" 0 AT 2.0% MIN SLOPE UNLESS
OTHERWISE SPECIFIED.
2. SEE SHEET RD-02-RD-06 FOR ROAD AND STORM DRAINAGE
PROFILES.
3. SEE SHEET SD-01 FOR STORM DRAINAGE DETENTION PIPE
DETAILS.
PIPE CROSSING TABLE
STA 1 +23.22, 22.00' RT. (DRIVE A)
1
8" PVC PIPE BOTTOM=400.88
12" SS TOP=399.01
PIPE SEPARATION=1.87'
STA 1 +23.22, 30.40' RT. (DRIVE A)
2 8" PVC PIPE BOTTOM=403.75
8" WATER TOP=402.25
PIPE SEPARATION=1.50'
STA 16+98.98, 17.11' LT. (SE 172ND ST)
3 12" PVC PIPE=391.64
8" SS TOP=389.22
PIPE SEPARATION=2.42'
STA 1 +23.22, 1.48' LT. (DRIVE A)
4 8" PVC PIPE=400.52
8' DETENTION PIPE TOP=399.00
PIPE SEPARATION=1.52'
STA 2+10.17, 10.21' LT. (DRIVE A)
5 8" PVC PIPE=402.42
8' DETENTION PIPE TOP=399.00
PIPE SEPARATION=3.42'
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TOPOGRAPHIC DISCLAIMER
TOPOGRAPHIC SURVEY INFORMATION CONTAINED ON THESE PLANS HAS
BEEN PROVIDED BY CORNERSTONE ENGINEERING, INC. LDC, INC. (LAND
DEVELOPMENT CONSULTANTS, INC.) ASSUMES NO LIABILITY AS TO THE
ACCURACY AND COMPLETENESS OF THIS DATA. ANY DISCREPANCIES FOUND
BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT IS NOTED IN THE
FIELD SHOULD BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE
ENGINEER.
0 AS —BUILT DRAWINGS MEV 12-13flAP
SURVEYED: LDC SCALE:
DESIGNED: MEV 1 -20' HM W IN3i1991 uR % C TY OF
RENTON SPECIAL CARE COMMUNITY, LLC
RENTON RENTON SPECIAL CARE COMMUNITY
DRAWN: NC 17033 108TH AVE SE, RENTON, WA 98055
ONE INCH DATU M
CHECKED: MEV AT FULL SCALE Plan ning/Building/Public Works Dept. ROAD AND STORM DR�4/NAGEPLAN
IF NOT ONE INCH
NO. REVISION BY DATAPPROVED: MEV SCALE ACCORDINGLY R-396210
U
Q
W
DAM 04-08-17
flElDB00K: O
PAGE:
DRAWING NO:
RD-01 Z
SHEET. 0F.
10
23
NE 1/4 OF THE SW 1/4 AND SE 1/4 OF THE NW 1/4, SEC 29, TWN 23, RGE 5 E, KING COUNTY, WASHING TON
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IE=392.65 (12"0) E
EXISTING CULVER
IE=390.65 (12"0) SW
TO BE REMOVED
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C
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STA 15+58.
2, 2.22' RT
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GRATE
RIM=390.68
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AVANA RIDGE
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STA 1
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CB-A17,
PE 2-48"
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E 2-48"
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LOCKING LID
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1 thANNIAMDCADV
Surveying 0 AS -BUILT DRAWINGS
Engineering
Planning
20210 142nd Avenue NE Ph. 425.806.1869
Woodinville, WA 98072 Fx. 425.482.2893
www.LDCcorp.com NO.
17+50
18+00
18+50
19+00
19+50
20+00
LEGEND
STORM PIPE
SEWER PIPE
420
WATER PIPE
PERVIOUS PAVEMENT
PROPOSED ASPHALT
PROPOSED GRIND/OVERLAY
NOTE
400 SEE SHEETS DT-01 THROUGH DT-03 FOR
STORM DRAINAGE NOTES AND DETAILS.
J80
J60
J40
'NOTE
VERTICAL INFORMATION PROVIDED BY AVANA
RIDGE APPROVED PROPOSED PLANS AS -BUILT
ELEVATIONS MAY VARY. CONTRACTOR TO
VERIFY ELEVATION PRIOR TO ORDERING
MATERIALS.
AS-BUILT
DRAWINGS
00
N
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T
5611
N
O
O
0
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T
J
IN COMPLIANCE WITH CITY OF RENTON STANDARDS UU
TOPOGRAPHIC DISCLAIMER
TOPOGRAPHIC SURVEY INFORMATION CONTAINED ON THESE PLANS HAS U
BEEN PROVIDED BY CORNERSTONE ENGINEERING, INC. LDC, INC. (LAND
DEVELOPMENT CONSULTANTS, INC.) ASSUMES NO LIABILITY AS TO THE
ACCURACY AND COMPLETENESS OF THIS DATA. ANY DISCREPANCIES FOUND
BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT IS NOTED IN THE r
FIELD SHOULD BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE
ENGINEER.
MEV 12-13-18 SURVEYED: LDC SCALE: DATE:
DESIGNED: v,
VERTICAL: NAVD • RENTON SPEC/AL CARE COMMUNITY, LLC
AS NOTED HORIZONTAL: NAD 1983/183/1991 C TY 0 IC 04-08-1 7
MEV RENTON SPECIAL CARE COMMUNITY
FIELDBOOK:
PAGE:
DRAWN: NC
INCH OR RENTON 17033 108TH AVE SE, RENTON, WA 98055 DRAWING NO:
ONE DATU M
CHECKED: MEV AT FULL SCALE Plcnning/Building/Public Works Dept. ROAD AND STORM DR41NAGE PROFILES R D - 02 Z
IF NOT ONE INCH
REVISION BY DATE APPR APPROVED: SCALE
SCALE ACCORDINGLY R-396211 SHEET: 1 1F: 23
NE 1/4 OF THE SW 1/4 AND SE 1/4 OF THE NW 1/4, SEC 29, TWN 23, RGE 5 E, KING COUNTY, WASHINGTON
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CONTROL STRUCTURE
J80 C13-1, TYPE 2-49 .
SEE SE 172ND ST PROFILE, 6S
SHEET RD-02 STA 0+73.64, 1.88' LT - .
RIM=400.77 zn- cn
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IE=391.49 �lfO) N
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I
THE PROFILE VIEW CALLS
VV I so ■V� / ■
CROSSING # 1
STA. 1 +23.31, 21.98' RT.
12" SD IE=400.88
8" SS CROWN=399.01
SEPARATION=1.87'
CDZ
FINISHED GRADE
CDM
AT DRIVE AISLE
J EXISTING GRADE
w AT DRIVE AISLE 1
a
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0
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INLET-1
STA. 1 +27.14, 4.5 LT
RIM--4e3-48- rdM=403.37
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W/ SOLID LOCKING LID
' STA 1 +31.38, 20.56' R
RIM-484.86- RIM=405.11
- IE=391.57 (WO) N
- IE=402.01 (8 O) E
CB-4, TYPE 1 I
S+A. 1 ,-- �, ' - STA 1 +22.75, 9.43' LT
3.19S RIM=403.02
IE=400.37 (TO) N,E,S
96" 0 DETENTION PIPE
THE
CONNECT
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IM
THE
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OUT
ET
CONTROL
STRUCTURE
SHOULD
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AUM PER
ECTIO
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. 1 OF TH
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.
WA
THIS CHA
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12-1
OR IS TH
S AN
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0
36 LF 6' PVC
REFERENCE LINE
SEE SHEET RD-04
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4.44%
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n
I !'
Ono
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C13-8, TYPE 2-48"
STA. 1 +23.22, 41.27' RT.
SEE COURT YARD, RP-06
INLET-2
STA. 1 +77.43, 5.5 R1
p4li- i es. is
RIM=405.39
INLET-3
STA. 1 +77.47 15.5 RT
R{#-;-
MM=405.48 INLET-4
STA. 1 +87.14, 4.5 LT
-- oRill! 186.68
RIM=405.51
MODULAR WETLAND OUTFALL MODULAR WETLAND INTAKE
STA 1 +01.07, 13.59' LT .
RIM=402.81 RIM---492.S RIM- CB-5, CONCRETE INLET
J40 IE=396.18 (TO) S +E-�9 S - STA 2+06.59, 16.74' LT .
STA 1+11.93, 11.50' LT RIM=405.76 6-9gr
RIM=402.81 IE=402.42 EDRIVEA IE=400.21 (TO) INIE=402.35 �15'0�6'0S `F
EXISTING GRADE FINISHED GRADE
AT DRIVE AISLE AT DRIVE AISLE Z SCALE: HOR: 1"=20'
VER: 1" =10' 3§ LF. 4" PVC ® 8. 7%
O O O O O o O o O
0+00
0+50
15
thANNIVERCA1)y
Surveying
Engineering
LDCIPlanning
20210 142nd Avenue NE Ph. 425.806.1869
Woodinville, WA 98072 Fx. 425.482.2893
www.LDCcorp.com
WX
0 O,
J80
Z
4 o
W i
v�
Z~
N
J60
■
■
■
IJ40
■
THIS IS NOTED AS 6-IN IN
PLAN VIEW
FOR TRASH INCLOSURE
ROOF DRAIN
-20' CITY EMERGENCY
ACCESS ESMT
45 LF T PVC
P'j --1
-rt
I
I
SCALE: 1" =
20'
(le)
CID
20'
0
20' 40'
N
O
O
r
NOTE
T
SEE SHEETS DT-01
THROUGH DT-03
FOR STORM DRAINAGE
0
NOTES AND
DETAILS.
I
I LEGEND
STORM PIPE
SEWER PIPE
WATER PIPE
�
CHECK DAM, SEE
DETAIL SHEET DT-01
TOPOGRAPHIC DISCLAIMER
I TOPOGRAPHIC SURVEY INFORMATION CONTAINED ON THESE PLANS HAS
BEEN PROVIDED BY CORNERSTONE ENGINEERING, INC. LDC, INC. (LAND
1+00 1+50 2+00 DEVELOPMENT CONSULTANTS, INC.) ASSUMES NO LIABILITY AS TO THE
ACCURACY AND COMPLETENESS OF THIS DATA. ANY DISCREPANCIES FOUND
BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT IS NOTED IN THE
FIELD SHOULD BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE
ENGINEER.
0 AS -BUILT DRAWINGS MEV 12-13-18 SURVEYED: LDC SCALE:
HORIZONTAL HAD ;N3719,1 C T Y 0 E
DESIGNED: AS NOTED
DRAWN: MEV RENTON
NC ONE INCH DATUM
CHECKED: MEV AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
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ROAD AND STORM DRAINAGE PROFILES
R-396212
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TOPOGRAPHIC DISCLAIMER
TOPOGRAPHIC SURVEY INFORMATION CONTAINED ON
THESE PLANS HAS BEEN PROVIDED BY
CORNERSTONE ENGINEERING, INC. LDC, INC. (LAND
DEVELOPMENT CONSULTANTS, INC.) ASSUMES NO
LIABILITY AS TO THE ACCURACY AND COMPLETENESS
OF THIS DATA. ANY DISCREPANCIES FOUND BETWEEN
WHAT IS SHOWN ON THE PLANS AND WHAT IS
NOTED IN THE FIELD SHOULD BE BROUGHT
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20210 142nd Avenue NE Ph. 425.806.1869
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440
420
400
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AS-BUILT M
DRAWINGS
N COMPLIANCE WITH CITY OF RENTON STANDARDS W
RENTON SPEC/AL CARE COMMUNITY, LLC
RENTON SPECIAL CARE COMMUNITY
17033 108THAVE SE, RENTON, WA 98055
ROAD AND STORM DR41NAGE PROFILES
R-396213
U
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W
DATE: V l
FIELDO0•- O 8 - 17
PAGE R
GRAWNG NO:
RD-04 Z
SHEET. 3P 123
NE 1/4 OF THE SW 1/4 AND SE 1/4 OF THE NW 1/4, SEC 29, TWN 23, RGE 5 E, KING COUNTY, WASHING TON
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15 thANNIAMDCADV
Surveying
Engineering
LDCIPlanning
20210 142nd Avenue NE Ph. 425.806.1869
Woodinville, WA 98072 Fx. 425.482.2893
www.LDCcorp.com
440
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SEE DRIVE A PROFILE
SHEET RD- 4 CB- 4, TYPE 2-48"0
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FINISHED GRADE
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STA 10+46.85, 46.12' LT
RIM=410.63
IE=408.36 12"O) E
-IE=408. N
12+50 12+00 11+50 11+00 10+50 10+00
TOPOGRAPHIC DISCLAIMER
TOPOGRAPHIC SURVEY INFORMATION CONTAINED ON THESE PLANS HAS
BEEN PROVIDED BY CORNERSTONE ENGINEERING, INC. LDC, INC. (LAND
DEVELOPMENT CONSULTANTS, INC.) ASSUMES NO LIABILITY AS TO THE
ACCURACY AND COMPLETENESS OF THIS DATA. ANY DISCREPANCIES FOUND
BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT IS NOTED IN THE
FIELD SHOULD BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE
ENGINEER.
0 AS -BUILT DRAWINGS MEV 12-13-18 SURVEYED: SCALE:
LDC VERTICAL: NAVD 1988 ■
DESIGNED:
AS NOTED HORIZONTAL: NAD 1983/1991 C TY OF
MEV RENTON
DRAWN: OR
NC
ONE INCH DATU M
CHECKED: MEV AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
NO. REVISION BY DATE APPR APPROVED: MEV SCALE ACCORDINGLY
440
NOTE
SEE SHEETS DT-01 THROUGH DT-03 FOR STORM DRAINAGE
NOTES AND DETAILS.
LEGEND
STORM PIPE
SEWER PIPE
WATER PIPE
PERVIOUS PAVEMENT
PROPOSED ASPHALT
420
PROPOSED GRIND/OVERLAY
400
J80
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DRAWINGS
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RENTON SPECIAL CARE COMMUNITY, LLC
RENTON SPECIAL CARE COMMUNITY
17033 108THAVE SE, RENTON, WA 98055
ROAD AND STORM DR41NAGE PROFILES
R-396214
OC
U
Q
DATE: V l
FIELDO0.— O 8 — 17
PAGE: R
DRAWING NO:
RD-05 Z
SHEET: F.
14
23
NE 1/4 OF THE SW 1/4 AND SE 1/4 OF THE NW 1/4, SEC 29, TWN 23, RGE 5 E, KING COUNTY, WASHING TON
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-
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TOPOGRAPHIC DISCLAIMER
15 thANNIAMDCADV
Surveying
Engineering
LDCIPlanning
20210 142nd Avenue NE Ph. 425.806.1869
Woodinville, WA 98072 Fx. 425.482.2893
www.LDCcorp.com
TOPOGRAPHIC SURVEY INFORMATION CONTAINED ON THESE PLANS HAS
BEEN PROVIDED BY CORNERSTONE ENGINEERING, INC. LDC, INC. (LAND
DEVELOPMENT CONSULTANTS, INC.) ASSUMES NO LIABILITY AS TO THE
ACCURACY AND COMPLETENESS OF THIS DATA. ANY DISCREPANCIES FOUND
BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT IS NOTED IN THE
FIELD SHOULD BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE
ENGINEER.
440
SCALE: 1" = 20'
20' 0 20' 40'
SEE SHEETS DT-01 THROUGH DT-03 FOR STORM DRAINAGE
NOTES AND DETAILS.
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420 WATER PIPE Q
PERVIOUS PAVEMENT C)
PROPOSED ASPHALT T
PROPOSED GRIND/OVERLAY
400
J80
J60
AS-BOIL T
DRA WINGS
1
IN COMPLIANCE WITH CITY OF RENTON STANDARDS W
0 AS —BUILT DRAWINGS MEV 12-13-18 SURVEYED: SCALE:
LDC VERTICAL: NAVD 1988
83/1 RENTON SPECIAL CARE COMMUNITY, LLC
DESIGNED:
AS NOTED HORIZONTAL: NAD 193/1991 C TY OF
MEV RENTON SPECIAL CARE COMMUNITY
DRAWN: NC
RENTON 17033 108TH AVE SE, RENTON, WA 98055
ONE INCH DATU M
CHECKED: MEV AT FULL SCALE Planning/Building/Public Works Dept. ROAD AND STORM DR41NAGE PROFILES
IF NOT ONE INCH
NO. REVISION BY DATE APPR APPROVED: MEV SCALE ACCORDINGLY R-396215
U
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DATE: V l
FIELDO0.— O 8 — 17
PAGE: R
DRAWING NO:
RD-06 Z
SHEET: 1 5F. ��
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NE 1/4 OF THE SW 1/4 AND SE 1/4 OF THE NW 1/4, SEC 29, TWN 23, RGE 5 E, KING COUNTY, WASHING TON
EAST WEST
R/W R/W
1 82.5' R/W I
I
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37'± EX R/W R/W
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Call 2 Business Days Before You Dig
811 or 1-800-424-5555
Utilities Underground Location Center
TRAVEL LANE
30' EX R/W
5' 6'
BIKE PARKING
LANE 6'
C�
En 2.0%
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8" ACP CLASS B SURFACING BASE COURSE 3" ATB 6" COMPACTED DEPTH CRUSHED
6" CRUSHED SURFACING TOP COURSE 5" AGGREGATE SUB -BASE SURFACING BASE COURSE
SUITABLE NON -YIELDING SUB -GRADE SUITABLE NON -YIELDING SUB -GRADE
108TH AVE SE DRIVE A
STA 11 +25.00 STA 1 +00.00
SCALE: 1" =5' SCALE: 1" =5'
NORTH
R/W
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SE 172ND ST
STA 18+25.00
SCALE: 1" =5'
1 thANNIAMDCADV
Surveying
Engineering
LDCIPlanning
20210 142nd Avenue NE Ph. 425.806.1869
Woodinville, WA 98072 Fx. 425.482.2893
www.LDCcorp.com
0 1 AS -BUILT DRAWINGS
NO.
-TAINING WALL
EE SHEET GR-01
)R WALL HEIGHT
VERIFY IF THIS WAS
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THE REVISION
PLAN THAT WAS
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6" PERVIOUS PAVEMENT PER
DETAIL SHOWN ON SHEET
DT-01
20'
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L.
PVMT Z
10, L 10,
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3I
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ZERO HEIGHT CONCRETE CURB PER
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3" ATB
5" AGGREGATE SUB -BASE —
SUITABLE NON -YIELDING SUB -GRADE
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SCALE: 1"=5'
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L
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0.5' 10, L 10,
I. L
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5" PORTLAND CONCRETE CEMENT 6" COMPACTED DEPTH CRUSHED
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M
RETAINING WALL 00
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1
IN COMPLIANCE WITH CITY OF RENTON STANDARDS UU
TOPOGRAPHIC DISCLAIMER oer
oeC
TOPOGRAPHIC SURVEY INFORMATION CONTAINED ON THESE PLANS HAS
BEEN A S-B UIL T DEVELOPMENT PROVIDED ONSU CORNERSTONE BY NT , INC.) ASSUMES/ NO LIABILITY AS TO (LAND HE
ACCURACY AND OF THIS DATA. ANYES
DfMWINGS BETWEEN WHAT IS SHOWN ONSTHE PLANS AND WHAT I SC N � EDC IN HE FOUND
FIELD SHOULD BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE
ENGINEER.
MEV 12-13-18 SURVEYED: SCALE:
LDC VERTICAL: NAVD 1988
DESIGNED:
AS NOTED HORIZONTAL: NAD 1983/1991 C T Y OF
DRAWN: MEV RENTON
NC •
ONE INCH DATU M
CHECKED: MEV AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
REVISION BY DATE APPR APPROVED: MEV SCALE ACCORDINGLY
U
DATE: V l
RENTON SPECIAL CARE COMMUNITY, LL C 000 — 0 8 — 1 7
RENTON SPECIAL CARE COMMUNITY FIELD
PAGE:
17033 108THAVE SE, RENTON, WA 98055 DRAWING NO:
ROAD SECTIONS R D- 0 7 Z
R-396216 SHEET: 16 23
NE 1/4 OF THE SW 1/4 AND SE 1/4 OF THE NW 1/4, SEC 29, TWN 23, RGE 5 E, KING COUNTY, WASHING TON
N
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0
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w
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TOP OF PIPE EL-399.06 ,399-9�
36"0 ACCESS MANWAY, TYP
36"0 ACCESS MANWAY, TYP FINISHED GRADE VARIES,
SEE PLAN AND PROFILE -\
TOP OF LIVER 398.73
100 YR WSEg398.54
50 YR WSE= -4 398.54
-______________________________
-
_________________________
10 YR WSE3� 398.50
- - - - - - - - - - - - - - - -
- - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
2 YR WSE=44�- - 397.67
BEGIN LIVE STORAGE EL3�391.49
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391.06
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2 L.F. 36 0 SD @ 0.00%
SCALE: 1"=10'
J
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ACCESS MANWAY PER COR
0
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DETAIL, SEE PLAN FOR
LOCATIONS, TYP
399 06
Z
TOP OF PIPE EL=39 6�
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TOP OF LIVE =38-398.73
0.5' FREE BOARD
1_
100 YR WSE�398.54
_ _ _ _ _ _ _ _
z
50 YR WSE�398.54
w
10 YR WSE=2'398.50 ��
- ---- - - - -- - - - - - -
Ir
2 YR WSE=39 397.67
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BEGIN LIVE STORAGE EL=39�-56 391.49
391.06
BOTTOM OF PIPE EL=391.88
0.5' SEDIMENT STORAGE 36"0 CMP
DETENTION PIPE - TYPICAL SECTION
optional parallel tank
----------
1
_ access dsers
(max spacing shown below)
inlet pipe
(backup systems,
where allowed)
2' min
A
O
control
structure
SCALE: 1"=5'
FOR 2 OR MORE ADJACENT PIPES
IF- �- 7
1 I min. diameter
same as inlet pipe
A
flow J
36" J
Oinlet pipe
(flow through)
type 2 CB required
access risers for flow, through
system only
PLAN VIEW
NTS
"Flow -through" system shown solid.
Designs for "flow backup" system and
parallel tanks shown dashed
2" min. diameter air vent
pipe welded to tank
(required if no access
riser on tank)
50' max
100' max
access risers
ON sediment storage
r�
36" min. size as required
2' min diameter (typ)
control structure
(PROP-Tshown) SECTION A -A
min. 54" dia.
Type 2 CB NTS
"Flow -through" system shown solid.
NOTE:
All metal parts corrosion resistant.
Steel parts galvanized and asphalt
coated (Treatment 1 or better)
zY + �► PUBLIC WORKS TYPICAL DETENTION TANK STD. PLAN - 235.00
f, NT DEPARTMENT MARCH 2O08
AS-BOIL T
DRAWINGS
4
Call 2 Business Days Before You Dig
811 or 1-800-424-5555
Utilities Underground Location Center
8' 0 DETENTION TANK PER
COR STD PLAN 235.00
NOTE: CMP 10 GAGE OR
BETTER.
standard type 2-60" clam.
CB concrete top slab
36" CMP riser -,
standard locking
compacted pipe bedding
M.H. steps 12" O.C.
weld or brit
standard M.H. steps
PLAN
NTS
SECTION
NTS
NOTES:
1. Use adjusting blocks as required to bring frame to guide.
2. All materials to be aluminum or galvanized and asphalt coated (Treatment 1 or better).
3. Must be located for access by maintenance vehicles.
4. May substitute WSDOT special Type IV manhole (RCP only).
DETENTION PIPE SUMMARY CHART
STORM
LIVE STORAGE VOLUME (CF)
RELEASE RATE (CSF)
EVENT
REQUIRED
DESIGNED
AS -BUILT
REQUIRED
DESIGNED
AS -BUILT
2 YR
19,555
19,962
0
0.041
0.036
0.036
10 YR
22,267
22,827
22,267
0.074
0.058
0.0573
100 YR
22,352
22,894
22,352
0.098
0.093
0.09L2L]
NOTE PI F1i-F VERIFY/UPDATE
1. SEE APPROVED BUILDING PERMIT 317004182 FOR ADDITIONAL I THESE NUMBERS
CONSTRUCTION DETAILS FOR DETENTION PIPE INSTALLATION.
frame locking lid
(marked "DRAIN")
mounted over 24" diam.
eccentric opening
maintain 1" gap between
dtom of slab & top of
.cr - provide pliable
isket to exclude dirt
riser, 36" diam. min.,
same material & gage as
tank welded or fused to tank
detention tank
PUBLIC WORKS DETENTION TANK STD. PLAN - 235.10
DEPARTMENT ACCESS DETAIL
MARCH 2O08
1 th A N N 1 T4'r- o C! A Ry
Surveying
5
LD Engineering
Planning
20210 142nd Avenue NE Ph. 425.806.1869
Woodinville, WA 98072 Fx. 425.482.2893
www.LDCcorp.com
0 1 AS -BUILT DRAWINGS
NO.
REVISION
0
removable watertight
coupling or flange
frame &solid cover
marked "DRAIN' with locking bolts
2" min.
see note 3
elevation per plans
1' min. under
pavement 16" max.
g" T
vertical bar
� T
gratefor
max.
6" min.
design W.S.
secondary inlet
v
plate welded to elbow
with orifice as specified
elbow restrlctor, see detail
ELBOW
pipe supports
handholds, steps or
RESTRICTOR
see Nole 6
ladder
DETAIL
1.5 x D
min.
2' min.
T
cutlet pipe
inlet
D see notes 1 &
1
dipa
2
shear gate with control
invert and elevation
rod for cleanoutPorein
per plans
-N 12"
(rod bent as required
for vertical alignment
12"
with cover)
o .E
welded restrictor plate
- 12"
with orifice diameter as
IF
specified (not needed if
for spill control only)
/\
SECTION A -A
2' min. clearance
to any portion of frop-T
including elbows
NOTES- A
1. Use a mimimum of a 54" diameter type 2 /
catch basin.
2. Outlet Capacity: 100-Year developed
peak flow.
3. Metal Paris: Corrosion resistant.
elbow resbictor
Non -Galvanized parts perferred. see detail
Galvanized pipe parts to have asphalt
treatment 1.
4. Frame and ladder or steps offset so:
A. Cleanoul gate is visible from lop.
B. Climb -down space is dear of riser and
cleanout gate.
C. Frame is clear of curb.
5. If metal outlet pipe connects to cement
concrete pipe: outlet pipe to have smooth
O.D. equal to concrete pipe I.D. less 4".
6. Provide at least one 3" X .090 gage support bracket anchored to concrete wall.
(maximum T-0" vertical spacing)
7. Locate elbow restriclor(s) as necessary to provide minimum clearance as shown.
S. Locate additional ladder rungs in structures used as access to tanks and vaults to
allow access when catch basin is filled with water.
A
angle as
necessary
see note 7 addtional ladder rungs
2' min (in sets) to allow access
to tanks or vaults when
catch is filled with water
�ZY � PUBLIC WORKS FLOW RESTRICTOR STD. PLAN - 237.00
DEPARTMENT OIL POLLUTION CONTROL
�FN C TEE MARCH 2O08
12" 0
TO CB-1
REMOVABLE WATERTIGH
COUPLING OR FLANGE
2" MIN.
TO ELBOW
6" MIN.
MAX PLATE WELDED TO
ELBOW WITH ORIFICE
AS SPECIFIED
ELBOW RESTRICTOR
RISER EL=398.73
RISER rl =zno �n
D
1 /2" 0 ORIFICE
r- IE=398.22
1-1/8"0 ORIFICE
IE=397.28
4" ELBOW RESTRICTO
SEE DETAIL, TYP
I
DISCHARGE TO CB-1 1
IE=391.36 12"� PIPE SUPPORTS -
SEE NOTE 4
RESTRICTOR PLATE
1 /2"0 ORIFICE
IE=389.50
EL=387.50
SEE DETAIL, ` v vDETAIL, TYP"
PLAN
54"0 MIN
ELEVATION
CONTROL STRUCTURE CB-2
SCALE: 1"=2'
TOPOGRAPHIC DISCLAIMER
TOPOGRAPHIC SURVEY INFORMATION CONTAINED ON THESE PLANS HAS
BEEN PROVIDED BY CORNERSTONE ENGINEERING, INC. LDC, INC. (LAND
DEVELOPMENT CONSULTANTS, INC.) ASSUMES NO LIABILITY AS TO THE
ACCURACY AND COMPLETENESS OF THIS DATA. ANY DISCREPANCIES FOUND
BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT IS NOTED IN THE
FIELD SHOULD BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE
ENGINEER.
MEV 12-13-18 SURVEYED: SCALE:
LDC VERTICAL: NAVD 1988
AS NOTED
DESIGNED: HORIZONTAL: NAD 1983/1991 C TY O
MEV RENTON
ENTON
NC
ONE INCH DATU M •
CHECKED: MEV AT FULL SCALE Plan ning/Building/Public Works Dept.
IF NOT ONE INCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY
MEV
ROM DETENTION PIPE
SD
C'7
00
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50 YR WS LO
EL=398.47 O
O
O
O
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n�
FROM CB-3
1 FROM DETENTION PIPE
IE=391.49 36
SHEAR GATE WITH CONTROL ROD
FOR CLEANOUT/DRAIN (ROD BENT
AS REQUIRED FOR VERTICAL
ALIGNMENT WITH COVER)
M
N COMPLIANCE WITH CITY OF RENTON STANDARDS W
RENTON SPECIAL CARE COMMUNITY, LLC
RENTON SPECIAL CARE COMMUNITY
17033 108THAVE SE, RENTON, WA 98055
STORM DRAINAGE DETENTION PLAN
R-396217
OC
U
Q
UU
DATE: C^
FIELDO00 .- O 8 - 1 7 ��♦♦
PAGE: O
DRAWING NO:
SD-01 Z
SHEET: 7F:
17
23
NE 1/4 OF THE SW 1/4 AND SE 1/4 OF THE NW 1/4, SEC 29, TWN 23, RGE 5 E, KING COUNTY, WASHINGTON
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811 or 1-800-424-5555
Utilities Underground Location Center
........V. ......... ° a -
- -- --- -- — c--------- ........ ° SCALE: 1" — 20'
`\I
I .............
--�-- I 0---------- —------- ------ -- mow— w -�---- _15' WATER_
-- ---- ���"� -DNWVEA— ' �— _; -----ESMTjc 20' 0 20' 40'
I - - ... ....4+00 wW '- ---- - - - -- -- -- -- i— �- 00w
NM
I. .
- LEGEND
w c� fi x 12� ; ° 1 .
POWER------- / ---- --
I � o
7r\�� Fr\r�r LE I I - - - - ESMT. STORM PIPE
— r ,,/ ,
\
' _— � \ � �------ - - - - -- DRAIN PIPE
N r \
T \ SEWER PIPE
I\ � ,TBR a \ — — — _ — \ .. — — WATER PIPE
10' LANDSCAPE J I — _ _ _
BUFFER I i o o o o E� 0 0 0 o i .. ® DOWNSPOUT
o --
I
°
O GAS LINE
I _
— i-----=�__ - -- II ------------ s---- — --L--\ \h ,
. . . . . . . I . . . . . . . . . . . . . . . . . I ❑®G STORM DRAIN CLEAN OUT L ® ...... ......... .... 1 STREET LIGHT CABINET
d�
15.5' R/W DEDICATIONI ... ......... .... TYPE I JUNCTION BOX CABINET W/ CONCRETE PAD
I
I I _ I I I E]ELECTRICAL SERVICE
I 30
141
II III od tI II i iI I I E W PP UNDERGROUND POWER LINE
96 0 DETENTION PIPE COTTAGEA l � POWER VAULTPER STD. 235.00
o PVMT PVMT POST INDICATOR VALVE
C I®
+ I I I I -- I N / 0 SIDE SEWER CLEAN OUT
//
Q STORM DETENTION
8p' ,--- �-- ----- I I a T ... � ° ,.I� ----- ROOFLINE
- - - ----------------- FENCE
- - -�- --- \ — — — — — — —� --------------� , .......... ... ... cn1
11,,..
--- W
- - - - - - NEW ROADWAY LIGHT POLE
I- I _ \ \ 1 +CO
2+001, _ _ �, a l /i NEW PEDESTRIAN LIGHT POLE
® 20' CITY - J ® - _ - - _ ------------ T - - -
3+00
EMERGENCY 110
-
6'x10' MODULAR WETLAND / ACCESS ESMT I _ _ _ _ r- - - - - _-_- -�_ _- - / NOTE
/ I I r------- ---------- ----- --�- ------
d
_ 1. EXISTING 108TH AVE SE FRONTAGE OVERHEAD POWER TO BE REMOVED AND
L - - �' �...
. ° RELOCATED UNDERGROUND PER REQUIREMENTS SET FORTH BY PUGET SOUND
/ I - - - - - - I \� I S .......f ................. ENERGY AND CITY OF RENTON.
.. s. S 2. MAINTAIN AND REUSE EXISTING STREETLIGHT ON EXISTING UTILITY POLE BEING
I I I I I RELOCATED 22 FEET NORTHWEST
20' i i , �_ I I :. _. /. 3. REFER TO ELECTRICAL PLAN FOR LOCATION OF ONSITE ELECTRICAL ROUTING.
11 i I i II l� i 10' LANDSCAPE I I LIES 3.3' E. OF
BUFFER
PROPERTY LINE
L� I i I I I I1Li
10 LANDSCAPE I I f
BUFFER
s =�-_ --
POWER POLE I — �� —-------------------- ----- J--�---- � — — — — ------ � I--i li TBIR °.d
I- -------—_---- --- �— /
LIES 4.2' E. AND I I -------------------------- ---Q-- -------------_ -� I .�.....
------------------ ----
5.2' N. OF9 �. ........ /
110 — �- ................... °�2 °
PROPERTY LINE SD I 4 \ 1 \
— — —
ESMT 4.5' R/W DEDICATION ------------ _ ��: - - - .............................. °
�L _-- ....
--- — \ W °
1
'N — c �y ....... °
o — I I� d
1 thANNIVEPCAQV
Surveying
Engineering
Planning
20210 142nd Avenue NE Ph. 425.806.1869
Woodinville, WA 98072 Fx. 425.482.2893
www.LDCcorp.com
0 1 AS -BUILT DRAWINGS
NO.
REVISION
MEV 12-13-18 SURVEYED
LDC
DESIGNED:
MEV
DRAWN:
NC
CHECKED
MEV
BY DATE APPR wPRm:MEV
SCALE:
TOPOGRAPHIC DISCLAIMER
TOPOGRAPHIC SURVEY INFORMATION CONTAINED ON THESE PLANS HAS
BEEN PROVIDED BY CORNERSTONE ENGINEERING, INC. LDC, INC. (LAND
DEVELOPMENT CONSULTANTS, INC.) ASSUMES NO LIABILITY AS TO THE
ACCURACY AND COMPLETENESS OF THIS DATA. ANY DISCREPANCIES FOUND
BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT IS NOTED IN THE
FIELD SHOULD BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE
ENGINEER.
1 " = 20' HOMMAL: HAD t9es/tssl
ONE INCH DATU M
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF
PRI RENTON
Planning/Building/Public Works Dept.
AS-BUILT
DRAWINGS
N COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON SPECIAL CARE COMMUNITY, LLC
RENTON SPECIAL CARE COMMUNITY
17033 108TH AVE SE, RENTON, WA 98055
COMPOSITE UTILITY PLAN
R-396218
04-08-17
FIEUMM:
ME
DRAWING W:
UT- 01
18 23
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S-396201
W-396201
NE 1/4 OF THE SW 1/4 AND SE 1/4 OF THE NW 1/4, SEC 29, TWN 23, RGE 5 E, KING COUNTY, WASHING TON
N
(C)
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Type 1 Curb Inlet Top
Inlet Top Reinforcing
ASTM / WSDOT requirements
• All components
#4 grade 60 reinforcing
Inlet Top Conformity Standards
Washington State APWA / WSDOT Standard Specifications
WSDOT B-5.20.-01
Designed for a Type I, 1-L, or 1-P
Inlet Top Components
24" Cast Iron Locking Frame & Cover
w/ 2 %" x 3 %" x %" x 35 7/8" Galvanized Angle Iron
2 ea. #4 Trash Bars at 9" OC
• 2" lift holes
Weight
550 Ibs w/casting
Type I Catch Basin
[please see pg. 75, Type I Catch Basin for more details]
32"
Catch Basins
0
Side View
---------
STORM �v.Y.y
w,
`�� vVVC7
5"
8"
Note: Drawings are not to scale. This is not a specialized "Shop Drawing." Designed for submittal purposes only.
Sj' )^ Shope Enterprises, Inc. (253) 848-1551 1-800-422-7560 [Toll Free]
1 ' �IJ��/ 1618 East Main Avenue Fax Line 1 (253) 845-0292 www.shopeconcrete.mm
concrete products Puyallup, WA 98372-3142 Fax Line 2 (253) 864-6172
NOTES
1. CHECK DAM OR INTERCEPTOR REQUIRED FOR
LONGITUDINAL SLOPES > 2%.
2. SPACE CHECK DAMS BASED ON SLOPE TO
ACHIEVE DESIGN AVERAGE PONDING DEPTH
BEFORE OVERTOPPING DAM.
3. CALCULATE STORAGE VOLUME BETWEEN CHECK
DAMS BASED ON CHECK DAM HEIGHT AND
SLOPE FOR MODELING.
4. LONGITUDINAL SLOPE MAXIMUM VARIES WITH
WEARING COURSE MATERIAL PER STANDARD
DETAIL NDT-11 AND NDP-12.
//\
COMPACTED SUBGRADE OR
BASE
Call 2 Business Days Before You Dig
811 or 1-800-424-5555
Utilities Underground Location Center
8" rluP-ru nAKA CPArINIC VARIP-C
PLAN VIEW
o�
a0 F_
ZO
oFW z0�
z �a� 'WW
'v
W (V
a oZ ZZ
7
O
SECTION A -A
SDR 35 INLET
COUPLING CAST INTO
PRECAST VAULT WALL
am
0
INLET
COUPLING
LOCATIONS
TREE GRATE
CLEAN OUT FRAME AND
COVER CAST INTO TOP SLAB
ENERGY DISSIPATION ROCKS
SDR 35 INLET PIPE
WITH BYPASS SLOTS
SDR 35
INLET COUPLING
FIE=400.11 �II
o� �
a0 L_
°� s z go
LU
q aL WW
> N ?Z Z
z
O
6" UNDERDRAIN
STONE LAYER, TYP.
PROVIDED BY CONTECH
6" BYPASS INLET PIPE CONFIGURATION
APPROXIMATE MAXIMUM BYPASS = 0.6 CFS
DESIGNATION
SIZE
LENGTH
WIDTH
INLET/
OUTLET
PIPE DIA.
P
UNDER-
DRAIN
PIPE DIA.
(PERF.)
TREE
GRATE
QTY. & SIZE
FTIBP0404-6
4 x 4
4'-0'
4'-0"
6' SDR 35
4" SDR 35
(1) Tx 3'
FTIBP0604-6
6 x 4
6'-0"
1 4'-0"
6' SDR 35
4" SDR 35
(1) Tx 3'
FTIBPO606.6
6 x 6
6'-0"
V-0"
6' SDR 35
4" SDR 35
(1) Tx 3'
FTIBP0804-6
8 x 4
8'-0'
4'-0"
6' SDR 35
4" SDR 35
(1) Tx 3'
FTIBP0806-6
8 x 6
8'-0'
6'-0"
6' SDR 35
4" SDR 35
(1) 4' x 4'
FTIBP1006-6
10x6
10'-0"
6'-0"
6'SDR35
6"SDR 35
(1)4'x4'
FTIBP1204-6
12 x 4
12'-0"
4'-0"
6- SDR 35
6" SDR 35
(2) Tx 3'
FTIBP1206-6
12 x 6
12' -0"
6'-0"
6' SDR 35
6" SDR 35
(2) 4' x 4'
FTIBP1307-6
13 x 7
13'-0"
7'-0"
6' SDR 35
6" SDR35
(2) 4' x 4'
INTERNAL PIPING MAY VARY DEPENDING UPON INFLUENT LOCATION
' MAXIMUM TOP TO INVERT OUT = 5'-5'
" MAXIMUM TOP TO INVERT IN = 2'-6"
6" PERVIOUS PAVEMENT
WEARING COURSE
2" LEVELING COURSE
24" RESERVOIR COURSE
6" RUNOFF TREATMENT
COURSE
�j COMPACTED SUBGRADE
OR BASE
-CHECK DAM,
NON -PERMEABLE MATERIAL
1' WIDE TYP. DAM TO
EXTEND INTO NATIVE
MATERIAL 1' ON EACH
6" SIDE, AND 6" EMBEDMENT.
SLOTTED DRAIN PVC
PER ASTM D1785 SCH 40 6" MIN SEPARATION BETWEEN
BOTTOM OF CHECK DAM AND
TOP OF WATER OR STORM PIPES
PERVIOUS PAVEMENT CHECK DAM DETAIL
SCALE: NTS
1 thANNIlir-QcADV
Surveying
5
LDC1 Engineering
Planning
20210 142nd Avenue NE Ph. 425.806.1869
Woodinville, WA 98072 Fx. 425.482.2893
www.LDCcorp.com
INI=11/YAO"Al
A
SDR 35 OUTLET
COUPLING CAST INTO
PRECAST VAULT WALL
- PLANT PROVIDED BY CONTECH
TREE GRATE AND FRAME
CAST INTO TOP SLAB
TOP SLAB
3" MULCH LAYER, TYP.
PROVIDED BY CONTECH
02" IRRIGATION
PORT. TYP.
H
0
3
O
m
a.
~� Z Z O
IE-397.20
�> ° " ' M
��W
q
1qz alr
V
7 V 1
21" FILTERRA MEDIA, TYP.
4",YPASSfUNDERDRAIN
PROVIDED BY CONTECH
O
SDR 35
OUTLET COUPLING
I
FLOWKIT
PROVIDED BY CONTECH
8" BYPASS INLET PIPE CONFIGURATION
APPROXIMATE MAXIMUM BYPASS = 1.2 CFS
UNDER-
INLET/
TREE
DRAIN
DESIGNATION
SIZE
LENGTH
WIDTH
OUTLET
GRATE
PIPE DIA.
PIPE DIA.
(PERF.)
CITY. & SIZE
FTIBP0804
x 4
6'
4'
8" SDR 35
4" SDR 35
(1) 3' x 3'
FTIBPOBD6
6'A
X.SDR
FTIBP080
8
-0"
0"
8"a-6 D 35
4" R
(1) x
FTIBPO806-6
x
8" SDR 35
8" SDR 35
I 4" SDR 3
I 6" SDR 35
) 4'
FTIBP1006-8
10 x 6
10'-0"
6'-0"
1 4' x 4'
FTIBP1204-8
8" SDR 35
6" SDR 35
1 4
2'
4'- '
( '
FTIBP1206-8
2
'-0"
-0"
8" SDR 35
" SDR 35
(2) x '
FTIBP1307-6
x
1 -0"
7'
8" SDR "s5
SDR 3
) 4' 4'
INTERNAL PIPING MAY VARY DEPENDING UPON INFLUENT LOCATION
* MAXIMUM TOP TO INVERT OUT = 6-5"
xM"N V
** MAXIMUM TOP TO INVERT IN = 2'-6"
* DIMENSIONS MAY VARY t r" DEPENDING f i lre «a
ON PRECASTER BUILD CONFIGURATION. �,A"m,.,�M. "Eu,E"��"" E 92F
800
0 1 AS -BUILT DRAWINGS
NO.
REVISION
MEV 12-13-18 SURVEYED:
LDC
DESIGNED:
MEV
DRAWN:
NC
CHECKED:
MEV
BY DATE APPR APPROVED:
MEV
D
PLAN VIEW
SECTION A -A
I
I
A
I
I
I
1i-
_J
10" BYPASS INLET PIPE CONFIGURATION
APPROXIMATE MAXIMUM BYPASS = 2.2 CFS
UNDER-
INLET/
DRAIN
TREE
DESIGNATION
SIZE
LENGTH
WIDTH
OUTLET
GRATE
PIPE DIA.
PIPE DIA.
(PERF.)
CITY. & SIZE
FTIBP0606-10
6 x 6
6'-O"
6'-O"
10" SDR 35
4" SDR 35
(1) Tx 3'
FTIBP0806-10
8x6
8'-0"
6'-0"
10"SDR35
4"SDR35
(1)4'x4'
FTIBP1006-10
10 x 6
10'-0"
V-0"
10" SDR 35
6" SDR 35
(1) 4' x 4'
FTIBP1204-10
12 x4
17-0"
4'-0'
10" SDR 35
6" SDR 35
(2) 3' x 3'
FTIBP1206-10
12 x 6
12'-0"
6'-O"
10" SDR 35
6" SDR 35
(2) 4' x 4'
FTIBP1307-10
13 x 7
I T-O"
7'-O"
10" SDR 35
6" SDR 35
(2) 4' x 4'
INTERNAL PIPING MAY VARY DEPENDING UPON INFLUENT LOCATION
' MAXIMUM TOP TO INVERT OUT = 5'-5"
" MAXIMUM TOP TO INVERT IN = Z-6"
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAW IN$
HORIZONTAL NAO 1983/1991
DATU M
C TY OF
RENTON
•
Plan ning/Building/Public Works Dept.
SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION MEETING
MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER.
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 WATER 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 1988 METERS, AND
FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 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 MAINTAINED UNTIL CONSTRUCTION IS
COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED.
7. ALL RETENTION/DETENTION 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.
8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED 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 7-02.3(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 UNIFORMLY 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 D-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.
13. 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
ADMINISTRATOR.
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
SPECIFICATIONS:
4 - 8 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 AND 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.
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 TRAVELED
RIGHT OF WAY THAT MAY 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 1-07-23 TRAFFIC CONTROL SHALL APPLY.
18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE
AQUIFER PROTECTION AREA (APA).
A S-B UIL T
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RENTON SPECIAL CARE COMMUNITY, LLC
RENTON SPECIAL CARE COMMUNITY
17033 108THAVE SE, RENTON, WA 98055
NOTES AND DETAILS
R-396219
OC
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DATE:
OV l
FIELD0.- O 8 - 17
PAGE: O
DRAWING NO: R
DT- 01 Z
SHEEP: 19F: 23
NE 1/4 OF THE SW 1/4 AND SE 1/4 OF THE NW 1/4, SEC 29, TWN 23, RGE 5 E, KING COUNTY, WASHING TON
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FRAME AND VANED GRATE
5
OR 12"
ONE #3 BAR
H�H01111OP FOR T HEIGHT
TWO #3 BAR HOOPS FOR 12" HEIGHT
RECTANGULAR ADJUSTMENT SECTION
�O p
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR
12"
PLAIN CONCRETE
ALL METAL PIPE
15"
CPSSP*
12"
(STD. SPEC. 9-05.20)
SOLID WALL PVC
15"
(STD. SPEC. 9-05.12(1))
PROFILE WALL PVC
15"
(STD. SPEC. 9-05.12(2))
* CORRUGATED POLYETHYLENE
STORM SEWER PIPE
NOTES
1. As acceptable alternatives to the rebar shown in the PRECAST BASE
SECTION, fibers (placed according to the Standard Specifications), or
wire mesh having a minimum area of 0.12 square inches per foot shall
be used with the minimum required rebar shown in the ALTERNATIVE
PRECAST BASE SECTION. Wire mesh shall not be placed in the
knockouts.
#3 BAR EACH CORNER
#3 BAR EACH SIDE
#3 BAR EACH WAY
PRECAST BASE SECTION
#3 BAR EACH CORNER
18" MIN
#3 BAR HOOP
2. The knockout diameter shall not be greater than 20". Knockouts shall
have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5"
minimum gap between the knockout wall and the outside of the pipe.
After the pipe is installed, fill the gap with joint mortar in accordance
with Standard Specification "4.3.
3. The maximum depth from the finished grade to the lowest pipe invert
shall be 5'.
4. The frame and grate must be installed with the flange down.
5. The Precast Base Section may have a rounded floor, and the walls may
be sloped at a rate of 1:24 or steeper.
6. The opening shall be measured at the top of the precast base section.
7. All pickup holes shall be grouted full after the basin has been placed.
8. All grade rings and castings shall be set in mortar in accordance with
Standard Specification "4.3.
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
Y PUBLIC WORKS CATCH BASIN TYPE 1 STD. PLAN - 200.00
DEPARTMENT
FNzp� MARCH 2O08
24" 3
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3 BOLT -DOWN SLOT -SEE N
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B
TOP
� 41 1 1ire
SECTION OA
5"
314' y4•
SIB'
4 3/4" DIAM. HOLE 1 1l4"
112" DIAM. HANDLE
5!8
SECTION O
BOLT -DOWN SLOT DETAIL
SEE NOTE 1
SECTION OB
NOTES
1. Provide two slots in the cover that are vertically aligned
with the holes in the frame. Location of bolt -down slots
varies among different manufacturers.
2. Alternative reinforcing designs are acceptable in
lieu of the rib design.
3. Refer to Standard Specification 9-05.15(2) for additional
requirements
4. For Frame details, see City of Renton
Standard Plan 204.00.
ISOMETRIC
Y STD. PLAN - 204.10
+ PUBLIC WORKS RECTANGULAR SOLID
DEPARTMENT METAL COVER
FNzp� MARCH 2O08
A S-B UIL T
DRAWINGS
1 �
Call 2 Business Days Before You Dig
811 or 1-800-424-5555
Utilities Underground Location Center
m
3
FRAME AND VANED GRATE
4A ?O• 3p-
5" S•
OR 12"
ONE 93 BAR
HOOP FOR 6' HEIGHT
TWO #3 BAR HOOPS FOR 12" HEIGHT
RECTANGULAR ADJUSTMENT SECTION
7.d cA �sPFN?2°
#3 BAR EACH CORNER
#3 BAR EACH SIDE
TOP AND BOTTOM
ONE #3 BAR
ACROSS BOTTOM
PRECAST BASE SECTION
Ica BAR EACH CORNER
18" MIN.
#3 BAR HOOP
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR
12"
PLAIN CONCRETE
ALL METAL PIPE
15"
CPSSP*
12"
(STD. SPEC. 9-05.20)
SOLID WALL PVC
1 .
(STD. SPEC. 9-05.12(1))
PROFILE WALL PVC
15-
(STD. SPEC. 9-05.12(2))
* CORRUGATED POLYETHYLENE
STORM SEWER PIPE
NOTES
1. As acceptable alternatives to the rater shown in the PRECAST BASE
SECTION, fibers (placed according to the Standard Specifications), or
wire mesh having a minimum area of 0.12 square inches per foot shall
be used with the minimum required rebar shown in the ALTERNATIVE
PRECAST BASE SECTION. Wire mesh shall not be placed in the
knockouts.
2. The knockout diameter shall not be greater than 18". Knockouts shall
have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5"
minimum gap between the knockout wall and the outside of the pipe.
After the pipe is installed, fill the gap with joint mortar in accordance
with Standard Specification 9-D4.3.
3. The maximum depth from the finished grade to the lowest pipe invert
shall be 5'.
4. The frame and grate may be installed with the flange up or down. The
frame may be cast into the adjustment section.
5. The Precast Base Section may have a rounded floor, and the walls may
be sloped at a rate of 1:24 or steeper.
6. The opening shall be measured at the top of the precast base section.
7. All pickup holes shall be grouted full after the inlet has been placed.
+ �► * PUBLIC WORKS CONCRETE INLET STD. PLAN - 200.30
f,=$ DEPARTMENT
Nz MARCH 2O08
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TOP
NOTES
1. Provide two slots in the grate that are vertically aligned with the holes in the frame.
Location of bolt -down slots varies among different manufacturers.
2. Refer to Standard Specification 9-05.15(2) for additional requirements.
3. The thickness of the grate shall not exceed 1 518".
4. Unless otherwise specified, vaned grates shall be used With standard frame
in the travel way, gutter or shoulder. vaned grates shall not be located
within crossroads. Use vaned grates along rolled curbs.
Dz
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ISOMETRIC
D
\� SLOT - SEE DETAIL
\ AND NOTE 1
318" (9mm) RECESSED
LETTERING
C
3l4"
BOLT -DOWN SLOT DETAIL
SEE NOTE 1
Y STD. PLAN - 204.40
A �+ PUBLIC WORKS RECTANGULAR
DEPARTMENT HERRINGBONE GRATE
`f'gN tp� MARCH 2O08
1 thANNI"1111i D C A DV
Surveying
Engineering
Planning
20210 142nd Avenue NE Ph. 425.806.1869
Woodinville, WA 98072 Fx. 425.482.2893
www.LDCcorp.com
0 1 AS -BUILT DRAWINGS
NO.
REVISION
8
CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00)
m
HANDHOLD
N
RECTANGULAR ADJUSTMENT SECTION
OR CIRCULAR ADJUSTMENT SECTION
fO v
GROUT, TYPICAL (SEE NOTE 5)
U
FLAT SLAB TOP
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48'.54', BO', 72',84' OR 9B'
-
MORTAR (TYP.)
N
STEPS OR
LADDER
`v�
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MORTAR FILLET V � 2 � REINFORgNG STEEL (TYP.)
GRAVEL BACKE LL FOR
12' GRAVEL
ZONE BEDDING
SEPARATE BASE INTEGRAL BASE
CAST -IN -PLACE PRECAST WITH RISER
"O" RING
12'
GRAVEL -E ILL FOR
B= • PIPE ZONE BEDDING
SEPARATE BASE
PRECAST
CATCH BASIN DIMENSIONS
CATCH
BASIN
DIAMETER
WALL
THICKNESS
BASE
THICKNESS
MAXIMUM
KNOCKOUT
SIZE
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
BASE REINFORCING STEEL
in21ft IN EACH DIRECTION
SEPARATE BASE
INTEGRAL BASE
48"
4"
6"
36"
8"
0.23
0.15
Sa"
4.5"
8"
4T
8"
0.19
0.19
60"
5"
8"
48"
8"
0.25
0.25
72"
6"
8"
60"
12"
0.35
0.24
84"
8"
12"
72"
12"
1 0.39
0.29
96"
8"
12"
84"
12"
1 0.39
0.29
NOTES
1. No steps are required when height is 4' or less.
2. The bottom of the precast catch basin may be sloped to facilitate cleaning.
3. The rectangular frame and grate must be installed with the flange down.
The frame may be cast into the adjustment section.
4. Knockouts shall have a wall thickness of 2" minimum to 2.5' maximum. Provide
a 1.5" minimum gap between the knockout wall and the outside of the pipe. After
the pipe is installed, fill the gap with joint mortar in accordance with Standard
Specification 9-04.3.
5 All rade rtn s risers and castin s shall beset in mortar in accordance with
PIPE ALLOWANCES
CATCH
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
BASIN
DIAMETER
CONCRETE
ALL
METAL
CPSSP
CI
SOLID
WALL
PVC CI
PROFILE
WALL
PVC a
46"
24"
30"
24"
27"
30..
54"
30"
38"
30"
27"
36"
60"
36"
42"
36"
36"
42"
72"
42"
54"
42"
84"
1 54"
1 60"
1 54"
36"
48"
as-
1 so"
1 72•
1 60"
36•
48"
9 9 9 ;i I Corrugated Polyethylene Storm Sewer Pipe (Sid. Spec. 9-05.20)
Standard Specification 9-04.3. z, (Std. Spec. 9-05.12(1))
(Std. Spec. 9-05.12(2))
Y PUBLIC WORKS CATCH BASIN TYPE 2 STD. PLAN - 201.00
�FN t01 DEPARTMENT
MARCH 2O08
1/2' [13mm] LETTERING
BOLTHOLES - 3 PLCS EQUALLY SPACED 12/Y
N4TS - DRAINS T APART ON 231l16" (566mm) DIA B.C.
sT�
�9
3
RENTON
AHEAD OF THE CURVE
DRAIN
(1) V (25mm)
DIA PICKHOLE
® 1 11r [32mm] LETTERING
PLAN VIEW
25" DIA.
[635mm] 1"
[25mm]
3/4'
[19mm]
B 3/a"
110
[64
[222mm] [64mm]
TYP
COVER SECTION VIEW
26 1/2"DIA
[673mm]
25 1/4" DIA
[641 rim] 111191
1/4" (6mm) DIA [27mm]
NEOPRENE GASKET
8
}T [152mm]
5B' J 2331W DIA CL OPEN
[16mm] [594mm]
27 5116' DIA
[694mm]
34 118" DIA
[867mm]
FRAME SECTION VIEW
COVER BOTTOM VIEW
(3) BLT SOC. (ALLEN HEAD)
50-111 X 1.5 SS
RUBBER WASHER
EON BOLTING DETAIL
1/4" 1 vll6.
[6mm]
1� [27mm]
118"
[3mm]
1/8"
[R3mm]
GASKET GROOVE DETAIL
NOTES
ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC. No. 3717C1
OR APPROVED EQUAL.
Y STD. PLAN - 204.50
eL + PUBLIC WORKS STORM ROUND FRAME AND COVER
DEPARTMENT
`fgNtp� MARCH 2O08
MEV 12-13-18 SURVEYED:
LDC
DESIGNED:
MEV
DRAWN:
NC
CHECKED:
MEV
BY DATE APPR APPROVED:
MEV
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZOMAL• NAD 1983/1991
DATU M
911111111�
BOLT -DOWN HOLE (TYP.)
- 51ff'- 11 NC, SEE
DETAIL & NOTE 2
O
TOP NOTES
1. This frame is designed to accommodate 20" x 24" grates or
covers
2. Provide two holes in the frame that are vertically aligned with t
he grate or cover slots. Tap each hole to accept
24 1I4" a 5/8' - 11 NC x 2" alien head cap screw.
B Location of bolt down holes varies among different
manufacturers.
3. Refer to Standard Specification 9-05.15(2) for additional
requirements.
SECTION O
RECESSED ALLEN
HEAD CAP SCREW
7/8"_I 1/8" 5/8"-11 NGx 2"
I[�I tea" GRATE
ISOMETRIC VIEW
C a
FRAME
a
a
M
2112"
SECTION
DETAIL O BOLT-DOWN2DETAIL
SEE NOTEY PUBLIC WORKS RECTANGULAR FRAME STD. PLAN - 204.00
DEPARTMENT
`f'gN tp� MARCH 2O08
#6 BARS @ T SPACING
20". 24',
24" DIAM., 48" DIAM.
M. J
OR 54" DIAM. HOLE
2" (TYP) 4--
12
Ll
V MIN.
1/2" MAX.
84" or 96" FLAT SLAB TOP
Y�
ti
#5 BARS @ 6" SPACING
20" x 24',
24" DIAM., 48" DIAM.::::::,
OR 54" DIAM. HOLE 2„ (TYP TYPICAL ORIENTATION
_- j � FOR ACCESS AND STEPS
.1 L 71"MIN.
2 V2" MAX.
7r' FLAT SLAB TOP
z�
#4 BARS @ 6" SPACING
z
20" x 24" OR
24' DIAM. HOLE
2 (TYP) 48"MIN. ,..
V MIN.
2112" MAX. ECCENTRIC CONE SECTION
4W', 54", or 60" FLAT SLAB TOP
12" [TYP.)
a
6"
12"
PREFABRICATED LADDER
12" MIN.
o
a
STEP
5
�6" OR 12"
ci�NE #3 BAR HOOP T
ONE #3 BAR HOOP FOR 6' 4"
TWO #3 BAR HOOPS FOR 12" ]J `1"
RECTANGULAR ADJUSTMENT SECTION CIRCULAR ADJUSTMENT SECTION
1.0 As an acceptable alternative to rebar, wire mesh having a
minimum area of 0.12 square inches per foot may be used
for adjustment sections.
Y STD. PLAN - 204.60
A �+ PUBLIC WORKS MISCELLANEOUS DETAILS FOR
DEPARTMENT DRAINAGE STRUCTURES
`f'gN tp� MARCH 2O08
C TY OF
1;%R] RENTON
•
Plan ning/Building/Public Works Dept.
00
0
T
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W
1
N COMPLIANCE WITH CITY OF RENTON STANDARDS UU
RENTON SPECIAL CARE COMMUNITY, LLC
RENTON SPECIAL CARE COMMUNITY
17033 108THAVE SE, RENTON, WA 98055
NOTES AND DETAILS
R-396220
OC
U
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W
DATE: OV l
FIELD0.- O 8 - � 7
PAGE: O
DRAWING NO:
DT-02 Z
SHEEr: OF:
20 23
NE 1/4 OF THE SW 1/4 AND SE 1/4 OF THE NW 1/4, SEC 29, TWN 23, RGE 5 E, KING COUNTY, WASHING TON
N
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GREEN
RESERVED
WHITE
PARKING
BLUE
REFLECTIVE SIGN CONSTRUCTED
OF ALUMINUM
STATE DISABLED
PARKING PERMIT
SIGN TO BE CENTERED AT THE
REQUIRED
INTERIOR OF END OF PARKING SPACE
GREEN
AREA OF SIGN TO BE ALUMINUM
VA
WHITE
A MIN 70 SQ IN
ACCESSIBLE
DESIGNATED FOR "VAN ACCESSIBLE"
AIX.
WHERE APPROPRIATE MUST BE
LLI
MOUNTED AT 60" HIGH MIN FROM
CD Q
FLOOR OF PARKING SPACE FOR
o �
FREE STANDING SIGNS
;
L1 CD
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•
PARKING SIGN - "VAN ACCESSIBLE"
NOT TO SCALE
FACE OF CURB
[ 61/2"_
5 112" r 1
112" R.
% 124
TOP OF
112• R. ROADWAY
°
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
6 1/2 FLUSH WITH GUTTER
— PAN AT SIDEWALK
RAMP ENTRANCE
r 124
/ TOP OF
112" R f ROADWAY
I\ f
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
} �6" CEMENTCONCRETE
1/2" R. I I 1.• R SIDEWALK RAMP
VARIES ` OR LANDING
FROM
6'TOD °
6'•I D D . . DD.
_ 316" PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
61W
SEE DEPRESSED CURB DETAIL THIS SHEET
1:24
TOP OF
L__ gyp• 112"R.� ROADWAY
2
D
D
n V. il
J
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 1G4.2
FACE OF CURB
FACE OF ADJACENT CURB
\ GUTTER SURFACE
6 112" I -
5 1/2" I (..1"
112" R. 11" R,
�— TOP OF
° ROADWAY
D
a
S_ •
1" R.
71"
RCEMENT CONCRETE
TRAFFIC CURB
D D
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
GENERAL NOTES:
1. See standard plans 102 and 10 1. 1 for curb expansion and contraction joint spacing.
2. Not used.
3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 1042
STD. PLAN - 101
PUBLIC WORKS
DEPARTMENT CEMENT CONCRETE CURBS PR Dlih f
N T A T(
GreldZimmerman. Public Works Administrate
Call 2 Business Days Before You Dig
811 or 1-800-424-5555
Utilities Underground Location Center
BLUE WHEEL STOPS IN
ADA PARKING STALLS
HANDICAP SIGN
DIMENSION CRITERIA
SIGN
HEIGHT
LOCATION
REQUIREMENT
ON POLE
MIN. 60" TO
BOTTOM OF SIGN
ON BUILDING
MIN. 36" TO
BOTTOM OF SIGN
PLACE VAN -ACCESSIBLE SIGN
UNDER HC SIGN (SEE PLAN)
SEE PARKING SIDEWALK OR
SIGN DETAIL PLANTER
I
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N
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� 6' PE
o
PARK
PARK
NO
N
PARKING
AND
8' MIN
8' MIN
12" WHITE PAINT
PAINT WHITE LOGO
4" BORDER ON LIGHT
BLUE FIELD (3%3') TYP
SEE STANDARD DETAIL
NO HARKING
VAN ACCESSIBLEAND HANDICAP
PARKING SPACE DETAIL
NOT TO SCALE
RKING BUMPER
ERED IN
NG SPACE)
I'-0" 1'-0• ISEE CONTRACT)
ROU DING jl 1/2" pM R, (TYP.)
CURB NOT INCLUDED IN BID ITEM -
SEE RAISED EDGE 3E'[INI PREMOLDED ,•"�L
1' "0SIDEWALK DETAIL - THIS SHEET JOINT FILLER
ALL CUT MIN. (SEECONTRACT)
=LOPES
tn" IIN) R. (TYP.I WITH RAISED EDGE
P
J� 1 15k URB NOT INCLUDED IN BID ITEM -
3/8" pNl PREMOLOEJ.\ FINISHED
GRADE 1'(aJ! BELOW
JOINT FILLER
V TOP OF CONCRETE SURFACE
2'-0' SIDEWALK
ADJACENTTOCURB 1._D. 1._0. MIN. (SEE CONTRACT)
ROU DING Ill" (IN) R. MP.)
1 _ r CURB NOT INCLUDED IN BID ITEM -
—2.0% 15x
;�`, .: •
3B"QNI .•1,;T�i WALLORBARRIER
BRIDGE OR PEDESTRIAN PREMOLDED
RAILING JOINT FILLER
ADJACENT TO CURB
BARRIER - SEE SIDEWALK (STEEP FILL SLOPES)
CONTRACT PLANS (SEE CONTRACT) WALL OR BARRIER
I I U2" (INI R. (TYP.)
FLUSH I CURB NOT INCLUDED IN BID ITEM- SIDEWALK
�...Iaaa,,,......,,, 1,5%
1r2•II IR.
VERTICAL WALL - 3/8• IIN) PREMOLDED
BE DETAIL JOINT FILLER(TYPJ F311R
ADJACENT TO CURB AND RAILING OR WALL D
SIDEWALK BUFFER STRIP
(BEE CONTRACT) ISEE NOTE 101 712" (IN) R. SIDEWALK ADJACENT TO WALL DETAIL
15% MIN. CURB NOT INCLUDED IN BID ITEM - B•
Is,
y+:+-:s'+: •ir. :fir .. -- LEVEL 17
FINISHED GRADE 1- (IN)BELOW TOP OFCONCRETE
SURFACE FOR PLANTING -FLUSH IF PAVED '
ADJACENT TO BUFFER STRIP b"' 1' IINI R. �'•'
GROOMED FINISH • �• '
4" WIDE, SMOOTH
O, A'•� TROWELED PERIMETER RAISED EDGE DETAIL
1� EXTEND SIDEWALK TRANSVERSE
a' JOINTS TO INCLUDE RAISED EDGE
A -tlt I 1 CEMENT CONCRETE CURB
7 (v (CURB AND GUTTER SHOWN)
NOT IN
IN BID ITEM
�• For NOTES see STD PLAN 104.2.
E �x Paved surfaces must comply with
STD PLAN 102.1 as applicable.
/ 318" Z 178" TO 114"
CONTRACTION JOINT
- IN SIDEWALK ONLY
EXPANSION JOINT IN BOTH • •• •0 •. •� G�•) •.
CURB AND SIDEWALK(5EE5TDFlAN 101 11 ••�'•� '�'P •�• �'P O:
JOINT AND FINISH PREMOLDED
DETAIL JOINT FILLER�
EXPANSION JOINT �C.' CONTRACTION JOINT
STD. PLAN - 102
�'e \ PUBLIC WORKS CEMENT CONCRETE
DEPARTMENT SIDEWALK PPRO 'ED:
SVT 114
ATE
If
1 thANNI'%ir-QcADV
Surveying
Engineering
Planning
20210 142nd Avenue NE Ph. 425.806.1869
Woodinville, WA 98072 Fx. 425.482.2893
www.LDCcorp.com
0 1 AS -BUILT DRAWINGS
NO.
REVISION
Gregg Zimmerman, Public Works Administrator
MEV 12-13-18 SURVEYED:
LDC
DESIGNED:
MEV
DRAWN:
NC
CHECKED:
MEV
BY DATE APPR APPROVED:
MEV
COMPACTED SUBGRADE
OR BASE
3" ASPHALT TREATED
BASE (ATB)
2" HOT MIX ASPHALT (HMA)
NOTE: PAVING MATERIALS SHALL CONFORM TO WSDOT
SPECIFICATIONS FOR 1/2-INCH CLASS HMA AND CRB.
ASPHAL T PA VEMENT DRI VE AISL ES
NOT TO SCALE
4" AGGREGATE BASE
4" CONCRETE SIDEWALK
2% MAXI
COMPACT SUBGRADE TO
NOTE: 95% AND REMOVE ANY
CONTROL JOINTS @ 10' OC MAXIMUM. LOOSE MATERIAL
CONCRETE SIDEWALK DETAIL
NOT TO SCALE
4" AGGREGATE BASE
6" CONCRETE SIDEWALK
2% MAX m,— 3"
77 770707—
WWF 4 GRID COMPACT SUBGRADE TO
95% AND REMOVE ANY
LOOSE MATERIAL
CONCRETE SIDEWALK FOR TRAFFIC
NOT TO SCALE
PAVEMENT
PAVEMENT
�i
3.5
WWF 4" GRID
CONCRETE
18H\/� COMBACEED SUBGRADE
ZERO HEIGHT CONCRETE CURB
NOT TO SCALE
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD IM
HORIZONTAL NAD IN3/1"I
DATU M
C TY OF
1;R] RENTON
•
Plan ning/Building/Public Works Dept.
PAVEMENT
PAVEMENT
WWF 4" ID
CONCRETE \�jj\ j\\\j/ j\�j/\\j/ COMPACTED SUBGRADE
OR BASE
18" 18"
CONCRETE VALLEY GUTTER
NOT TO SCALE
PAVEMENT
SURFACE
NOTE:
CONTROL JOINTS @ 10' OC MAXIMUM.
SEE SPECIFICATIONS FOR REQUIREMENTS.
VERTICAL CONCRETE CURB DETAIL
NOT TO SCALE
4" DEPTH CONCRE
SAME AS SIDEWALI'
CONCRETE REINFORCED
Ek TRUDED CURB RADIUS
NOT TO SCALE
AS-BUILT
DIMWINGS
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N COMPLIANCE WITH CITY OF RENTON STANDARDS W
RENTON SPECIAL CARE COMMUNITY, LLC
RENTON SPECIAL CARE COMMUNITY
17033 108THAVE SE, RENTON, WA 98055
NOTES AND DETAILS
R-396221
U
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DATE: OV ll
FIELD0.— O 8 — 17
PAGE: O
DRAWING NO:
DT-03 Z
SHEET: 2 1 23
NE 1/4 OF THE SW 1/4 AND SE 1/4 OF THE NW 1/4, SEC 29, TWN 23, RGE 5 E, KING COUNTY, WASHING TON
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4' - D" MIN. - SEE
CONTRACT PLANS
C3 CEMENT CONCRETE
::i PEDESTRIAN CURB -
ErSEE NOTE 9
LANDING
CURB RAMP
CEMENT CONCRETE
PEDESTRIAN CURB -
LL
I
NOTE 9
m CURB RAMP
DETECTABLE
WARNING SURFACE -
/
C
SEE STANDARD PLAN F 45.1D
``
/
/
/
MATCH SIDEWALK (4' - 0" MIN.) -SEE
ol,
CONTRACT PLANS
CEMENT CONCRETE
I
DEPRESSED CURB AND
PEDESTRIAN CURB
_
3/8" IN EXPANSION JOINT P. '-
( ) (TYP.)
GUTTER -• SEE NOTES 4 & 6
SEE NOTE 9 -
1
SEE STANDARD PLAN F-30.10
CEMENT CONCRETE
BUFFER STRIP (TYP.) -
CEMENT CONCRETE CURB
CURB AND GUTTER 6
D SEE CONTRACT PLANS
AND GUTTER - SEE NOTES 4 & 6
SEE NOTES 4 & 6
DETECTABLE WARNING SURFACE-
CROS WALK DEPRESSED CURB AND GUTTER-
DETAIL
SEE STANDARD PLAN 1-45.10
SEE NOTES 4 & 6
CURB RADIUS DETAIL
PLAN VIEW
TYPE COMBINATION
WITH BUFFER
4'- 0" MIN.
CEMENT CONCRETE SEE CONTRACT PLANS
PEDESTRIAN CURB -
SEE NOTE 9
_7
W
LANDING
NOTES
1. At marked crosswalks, the connection between the curb ramp and the roadway must be
contained within the width of the crosswalk markings.
2. Where "GRADE BREAK' is called out, the entire length of the grade break between the two
adjacent surface planes shall be flush.
3. Do not place Gratings, Junction Boxes, Access Covers, or other appurtenances on any part
3" R. of the Curb Ramp or Landing, or in the Depressed Curb and Gutter where the landing
(TYP) connects to the roadway.
4. See Contract Plans for the curb design specified. See Standard Plan F-10.12 for Curb,
Curb and Gutter, Depressed Curb, Gutter and Pedestrian Curb details.
5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See Contract Plans
for width and placement of sidewalk.
6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the adjacent Curb,
Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, or Sidewalks.
7. The Curb Ramp length is not required to exceed 15 feet (unless otherwise shown in the
Contract Plans). When applying the 15-foot max. length, the running slope of the curb
ramp is allowed to exceed 8.3%D. Use a single constant slope from bottom of ramp to top
of ramp to match into the sidewalk over a horizontal distance of 15 feet. Do not included
the abutting landing in the 15-foot max. measurement. When a ramp is constructed on a
radius, the 15-foot max. length is measured on the inside radius along the back of the
walkway.
8. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14.
9. Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or
Landing will be at the same elevation as the Curb Ramp or Landing and there will not be
material to retain.
LEGEND
SLOPE IN EITHER DIRECTION
GRADE BREAK 15' - 0" MAX. (TYP.) 4'- 0" MIN. 15' - 0" MAX. (TYP.) * 1.5 OR FLATTER RECOMMENDED FOR
DESIGN/FORMWORK (2% MAX.)
GRADE SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 7 * * 7.5% OR FLATTER RECOMMENDED FOR
BREAK
JC* COUNTER SLOPE TOP OF GRADE BREAK GRADE BREAK DESIGN/FORMWORK (8.3°/D MAX.)
5 0% MAX. ROADWAY f
DEPRESSED CURB AND GUTTER -CURB RAMP
CURB RAMP SEE STANDARD PLAN F-10.12 CURB RAMPLANDINGAND NOTE 6 1 C®v ��'t .3/8" (IN) EXPANSIONYP.) -
SECTION OA SEE STANDARD PLAN F-30.10
SECTION
1O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 (ALONG INSIDE RADIUS AT BACK OF WALKWAY)
FOR CURB RAMP LENGTHS GREATER THAN 8'- W PROVIDE
CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC.
"CEMENT CONCRETE CURB RAMP TYPE
A COMBINATION" PAY LIMIT - SEE NOTE 6
DETECTABLE WARNING SURFACE
15' - 0" MAX. SEE STANDARD PLAN F-45.10
SEE NOTE 7
CURB RAMP 4'- 0" MIN. T - 0" MIN. (TYP.)
SEE CONTRACT PLANS SEE CONTRACT BUFFER
PLANS STRIP TOP OF
* ROADWAY
.p
D
CEMENT CONCRETE CURB AND
CEMENT CONCRETE PEDESTRIAN GUTTER SEE NOTES 4 & 6
CURB (TYP.) - SEE NOTE 9 SECTION B
ISOMETRIC VIEW
TYPE COMBINATION
PAY LIMIT
pp WASyf����
z �® 28680 �V4
�F �0I STUR� ��
ssI®NAL
Zeller, Scott
Jun 24 2016 7:20 AM
COMBINATION CURB RAMP
STANDARD PLAN F-40.14-03
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
CmrenL,,, Jeff
�QTGfLCMZPIE. � J"n2920I6228PM
�a
STATE DESIGN ENGINEER
Washington State Department of Transportation
NOTES
F A- 1. The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp,
-I B C DETECTABLE WARNING landing, or other roadway entrance as applicable. Exception: If the Manufacturer of
I E MIN. MAX. CURB RAMP, LANDING, CUT- SURFACE (DWS) the DWS requires a concrete border around the DWS, a variance of up to 2 inches
I THROUGH OR WALKWAY SEE NOTE 3 on each side of the DWS is permitted.
�� A 1.60" 2.40"
f _ B 0.65" - 2. The Detectable Warning Surface (DWS) shall be placed at the back of curb, with the
A B D C 0.45" 0.90" two leading corners of the DWS panel placed adjacent to the back of the curb, and
E� D o.s° 1.40" BACK OF CURB - """"""""" with no more than a 2 inch gap between the DWS and the back of the curb measured
Q - z' - U MIN. - at the center of the DWS panel. Exception: If the Manufacturer of the selected DWS
T TRUNCATED DOME SEE NOTE 2 TYP. OF ALL
E 02' 112" requires a concrete border around the DWS, a variance of up to 2 inches from the
A APPLICATIONS back of the curb is permitted (measured at the leading corners of the DWS panel).
SECTION O
TRUNCATED DOME SPACING 3. The rows of truncated domes shall be aligned to be perpendicular to the grade
SEE NOTE 3 SEE STANDARD SPECIFICATIONS
FOR COLOR OF SURFACE break at the back of curb.
4. The rows of truncated domes shall be aligned to be parallel to the direction of travel.
TRUNCATED DOME DETAILS CURB AND GUTTER MATCH TO WIDTH OF CURB RAMP
LANDING, CUT -THROUGH OR 5. If curb and gutter are not present, such as a shared -use path connection, the
o a WALKWAY Detectable Warning Surface shall be placed at the pavement edge.
m DETECTABLE WARNING SURFACE DETAIL 6. See Standard Plans for sidewalk and curb ramp details.
LANDING OFFSET
CURB RAMP SEE NOTE 8 7. If a curb ramp is required, the location of the Detectable Warning Surface must be at
LANDING the bottom of the ramp and within the required distance from the rail.
WALKWAY WIDTH OF
WALKWAY 8. When the grade break between the curb ramp and the landing is less than or equal to
WALKWAY WALKWAY WIDTH of CUT- 5 ft. from the back of curb at all points, place the Detectable Warning Surface on the
THROUGH (TYP.) bottom of the curb ramp directly above the grade break.
DETECTABLE WARNING
W SURFACE (DWS) - WIDTH OF CUT -THROUGH
a
o SEE NOTE 4 CURB RAMP J (TYP-)
Of BACK OF CURB
W
SINGLE DIRECTION CURB RAMP FLARE FLARE '
m (GRADE BREAK BETWEEN CURB AND MIN.
LANDING15 5 FT. FROM BACK OF CURB)
(SEE NOTE 6) DETECTABLE WARNING DETECTABLE WARNINC
BACK OF CUR!B;-
LANDING SURFACE (DWS) - SURFACE (TYP.) -
W Y DIRECTION OF SEE NOTE 2 SEE NOTE 3 SEE NOTE 3
TRAVEL WIDTH OF CURB RAMP BACK OF CURB
CURB RAMP
SEE NOTE 2
PERPENDICULAR CURB RAMP
WALKWAY WIDTH OF
WALKWAY (SEE NOTE 6)
ISLAND CUT -THROUGH
WIDTH OF CURB RAMP, DETECTABLE WARNING
LANDING, OR WALKWAY SURFACE (TYP.) -
JI,
0" MIN.
URB -
2
?' - 0" MIN.
DETECTABLE WARNING SEE NOTE 3 I... A.tttt'cI 0 WAS& `L
SURFACE (DWS) - SEE NOTE 3
BACK OF CURB - BACK OF CURB -
SEE NOTE 2
SINGLE DIRECTION CURB RAMP DETECTABLE WARNING
(GRADE BREAK BETWEEN CURB AND SURFACE (DWS) -
LANDING > 5 FT. FROM BACK OF CURB) SEE NOTES 4 & 7
(SEE NOTE 6)
CURB RAMP r CURB RAMP
WALKWAY LANDING r WALKWAY
DETECTABLE WARNING
BACK OF CURB SURFACE (DWS) - SEE NOTE 3
SEE NOTE 2 WIDTH OF
LANDING
PARALLEL CURB RAMP
(SEE NOTE 6)
I �
Call 2 Business Days Before You Dig
811 or 1-800-424-5555
Utilities Underground Location Center
PATH OR
•�•• WALKWAY
PEDESTRIAN RAILROAD CROSSING
z SEE NOTE 2 MEDIAN CUT -THROUGH
o Z p
o iv WIDTH OF SHARED -
Zia USE PATH OR ®:�40� cl STY���
WALKWAY (TYP.)
sst®NAL G
WIDTH OF CUT -THROUGH Zeller, Scott
SHARED -USE Jul 12 2016 4:25 PM
(T� P•) PATH OR
WALKWAY DETECTABLE WARNING
ROUNDABOUT SPLITTER SURFACE
ISLAND PAVEMENT SHOULDER
EDGE STANDARD PLAN F-45.10-02
...........
SHEET 1 OF 1 SHEET
DETECTABLE WARNING APPROVED FOR PUBLICATION
SURFACE (DWS) ewenLeT,Jeff
SEE NOTES 4 & 5 L"ns zoTe2_zePM
STATE DESIGN ENGINEER w�
PLACEMENT GUIDELINES SHARED -USE PATH CONNECTION Washington State Department of Transportation
1 thQAIAII11IDCARy
Surveying
Engineering
Planning
20210 142nd Avenue NE Ph. 425.806.1869
Woodinville, WA 98072 Fx. 425.482.2893
www.LDCcorp.com
0 1 AS -BUILT DRAWINGS
NO.
REVISION
LANDIN(
GRADE BREAK
SEE CONTRACT PLANS -
4' - 0" MIN.
CEMENT CONCRETE
SIDEWALK - SEE NOTE 5
FLARE (TYP.)
3/8" EXPANSION
JOINT TYP. - SEE
STANDARD PLAN F-30.10
GRADE BREAK
CURB, OR CURB
AND GUTTER -SEE NOTE 4
FACE OF CURB
MEASURED PARALLEL
TO CURB (TYP.)
LU
Z
IX
W
LL
m
Z
SLOPE TREATMENT -
SEE STANDARD PLAN F-30.10
A CURB RAMP WIDTH 4' - 0" MIN. LANDING TO MATCH A NOTES
CURB RAMP WIDTH -SEE CONTRACT PLANS CURB RAMP WIDTH 4'- 0" MIN. 1. At marked crosswalks, the connection between the curb ramp and the road -
LANDING TO MATCH CURB RAMP way must be contained within the width of the crosswalk markings.
LANDING I WIDTH - SEE CONTRACT PLANS Y
I GRADE BREAK I 2. Where "GRADE BREAK" is called out, the entire length of the grade break
CURB RAMP GRADE BREAK between the two adjacent surface planes shall be flush.
SEE CONTRACT PLANS - CEMENT CONCRETE
4' - 0" MIN. SIDEWALK - SEE NOTE 5 I 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten-
I ances on any part of the Curb Ramp or Landing, or in front of the Curb
PROVIDE SMOOTH TRANSITION Ramp where it connects to the roadway.
TO SIDEWALK WIDTH 2' - 0"
(TYP.) SEE CONTRACT PLANS - MIN. SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan
* _ 4'- 0" MIN. * PLANS -• 4'- 0" MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and
3/8" EXPANSION _ BUFFER WIDTH - MATCH Pedestrian Curb details.
JOINT TYP. - SEE w TO CURB RAMP DEPTH
I
CURB RAMP STANDARD PLAN F-30.10 I (TYP.)5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See
vt I Contract Plans for width and placement of sidewalk.
V,
GRADE `I'
BREAK TRANSITION TO SIDEWALK BUFFER, IF 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the
PRESENT, OR TO BACK OF CURB (TYP.) - " adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian
SEE CONTRACT PLANS D w Curb, or Sidewalks.
cc........... �� w
7. The Curb Ramp length is not required to exceed 15 feet (unless shown
CURB, OR CURB CEMENT CONCRETE otherwise in the Contract Plans). When applying the 15-foot max. length,
T AND GUTTER - I SEE PEDESTRIAN
RIATE 4N CURB - the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a
DETECTABLE WARNING SURFACE - SEE NOTE 4 B I single constant slope from bottom of ramp to top of ramp to match into
SEE STANDARD PLAN F-46.10 DETECTABLE WARNING SURFACE - the landing Over a horizontal distance of 15 feet. DO not Include the
FACE OF CURB SEE STANDARD PLAN F-45.10 abutting landing in the 15-foot max. measurement.
DEPRESSED CURB AND GUTTER - DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings shall receive a broom finish. See Standard
CROSSWALK SEE NOTE 4 CROSSWALK Specifications 8-14.
9. Pedestrian Curb may be omitted if the ground surface at the back of the
Curb Ramp and/or Landing will be at the same elevation as the Curb
O CONTRACTION JOINT (TYP.) SEE STANDARD PLAN F-30.10 Ramp or Landing and there will not be material to retain.
FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE
PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. PLAN VIEW
TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND
DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER)
SEE STANDARD PLAN F-45.10 SLOPE IN EITHER DIRECTION
GRADE BREAK DESIGN/FORMWORK 5 OR FLATTER RECOMMENDED MAX.) FOR
4' - 0" MIN. 15' - 0" MAX. (TYP.) * °
SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE
COLA MAX. 7.5% OR FLATTER RECOMMENDED FOR
* GRADE BREAK DESIGN/FORMWORK (8.3% MAX.)
D * * TOP OF ROADWAY 9.5% OR FLATTER RECOMMENDED FOR
DESIGN/FORMWORK (10% MAX.)®�IT
p. p.
LANDING CURB RAMP vEL
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Syf��3�
DEPRESSED CURB AND GUTTER -
1
SECTION SEE STANDARD PLAN F-10.12
OA a
CEMENT COCRET
CEMENT CONCRETE CURB RAMP 'TYPE CEMENT CONCRETE CURB RAMP "TYPE �0 $ 2868o
PEDES RIIANNCURBE PERPENDICULAR "A" PAY LIMIT - SEE NOTE 6 �� PERPENDICULAR "B" PAY LIMIT - SEE NOTE 6 A� �� -'cI STY��
SEE NOTE 4
DETECTABLE WARNING SURFACE -
SEE STANDARD PLAN F-45.10
3" R. TYP. DEPRESSED CURB AND GUTTER -
SEE NOTE 4
CEMENT CONCRETE CURB
AND GUTTER SEE NOTE 4
CURB RADIUS DETAIL
ISOMETRIC VIEW
TYPE PERPENDICULAR A PAY LIMIT
BID REIA 1INCLUDES SIOEWAIK RMIPS
&'MIN. VAtOESISEENOtET) rNIN.
ISEE NOTE S)) 18EE NOTE &)
IO LF OF PAVED r
ORNEWAY REQUIRED
M-EXPANSION JOPJT (TY'P.) CEMENT
STO. PLAN I011 CCEMEMERETE
sroewALK
SEE NOTE 5 }
RAND WITR 1T11V SEENOTET CEMENT CONCRETE
SLOPE ITYP CURBB1.
YY I(.EE FGIGUTE E IR
Yrca+mACTION.IOMT:I
(SEE STOPI-19) PLAN VIEW
(TYPE C3 SHOM, C1 & C2 & CaAA%SIMILAR)
ISEE NOTE 9)
VARES
(SEE NDTE 10) &3%MAX SEE NOTE E 0-I.
"MIN. 10' MIN
C-MENTCONCRETE 1P AtIN.
SIDEWALK N6' E%PANSINT (TYP.(
SECTION OA (SEE ETD. PLONJOIAN IOiI SIDEWALK WIDTH _1
r DIFFERENCE IN SLOPE
ur R( YPA
DRIVEWAY W! SRNE SLOPE ISLOPC SNOWNE%AGGEW.TEO) Is _
t SI4 r'-1-
�f Is" MIN•
NEtTDIPE 6EEDETAKONSTDPLANIN2
SECTION OB
.p-���� � � CEMENT CONCRETE
�Y -N-UTTER
}J IGEE NOTE 3)
NHIC
LELIENT cum & R
CRETE JUL BTD PLAN 1. 21
SIOEWALK
TYPE C2 - ISOMETRIC VIEW
For NOTES see STD. PLAN 104.2
PUBLIC WORKS I CEMENT CONCRETE DRIVEWAY
DEPARTMENT ENTRANCE - TYPES C1, C2,
C3, and C-MAX
MEV 12-13-18 SURVEYED:
LDC
DESIGNED:
MEV
DRAWN:
NC
CHECKED:
MEV
BY DATE APPR APPROVED:
MEV
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
STD. PLAN - 104
VERDCsi: NAw IM
HMZOMAL• t1AD IN13/1"I
DATU V
ISOMETRIC VIEW
TYPE PERPENDICULAR B PAY LIMIT
RIDITEM(INCLUDESSIDEWAI_K WAPS�
I EM
EE
EWALK
�1
CCN TRUCTION JOINT
RAI.IP WITH tIH 1V / SEE NOTEI CEMENT CONCRETE
SLOPE ITYP.1 / B CUR6EENO�R
Ye•CCNTRACTwxmINT (!WI JJJ
I.EETD. PLAN t s1I PLANVIEW
_VARIES
ISEE NOIi t�) R 311.- SEE NOTE RITYPI
.I
r WAIN O'lAIN
CEMENT CONCRETE fi'MIN DEPRESSE-UFE&GUTTFR
BIDEY/ALK Le'E%PANSIOM JOINT RYPI (SEE NOTE 31 .tx�
SECTION OA IREE STD. PLAN 1021 YI
IDM DIFFERENCE IN SLOPE NVUt-
DRIVEwAVWJP bltNE bLOPE ISLOPE bHOWN EXAGGERATED) t6Y.
S,%
. DPIVEvlAY rMIN r. I.nl
DRNEWAYWIRELATIVE N - BE ON O
NEGATNE SLOPE ISLIP, l
SHOWN E-GGERATEOj
CEMENTCONCRETE
CURB & GUTTER
(SEE NOTE 3)
GEMENT
DONLREE S ONDLITHL
SOEWALI( CUR& JTTER
ETAIL STD PLAN -.2,
TYPE RIB - ISOMETRIC VIEW
(RESIDENTIAL, WITH BUFFER)
For NOTES STD PLAN 104.2
ti Y o STD. PLAN - 104.3
PUBLIC WORKS CEMENT CONCRETE DRIVEWAY
DEPARTMENT PPR VED:
ENTRANCE -TYPE R16 / 2
N f Ar[
--
-- -
E MIN.
VARIES ISEe NOTE T
6 Mu+--
(SEENOTE 51
(SEE NOTE R)
to LF OF PAVED
OP.PlEWAY REOUIREO
]16' EXPANSION /DINT (iYP.I
(SEE STD. PUN I'+31
LE
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�
REE NOTES
rc g�l
C TY OF
RENTON
•
Plan ning/Building/Public Works Dept.
�J®NAL
Zeller, Scott
Jun 24 2016 7:20 AM
C seN
PERPENDICULAR
CURB RAMP
STANDARD PLAN F-40.15-03
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
�1� Carpenter, Jeff
�'4L7� rej, /"ND 1un292016228PM
STATE DESIGN ENGINEER
Washington State Department of Transportation
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RENTON SPECIAL CARE COMMUNITY, LLC
RENTON SPECIAL CARE COMMUNITY
17033 108THAVE SE, RENTON, WA 98055
NOTES AND DETAILS
R-396222
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TREE INVENTORY
Calip LD
54"
above Dripline
No. 'Grade Radius Botanical Name Co
Health &
Condition
Rating
Name (1 low - 5 high) Health & Condition Description
Numerous water shoots on trunk, weak
1 30 12' Populus trlcocarpa Black Cottonwood 3 wood, branch and litter drop.
Multi -stem* 6 trunks, a few downward
2 11"M** 18' Acer macrophyllum Big Leaf Maple 3 arching branches.
3
1 12"
8'
Pseudotsuga menziesii
Douglas Fir
3
4
5
28"
10"**
28"
6'
Pseudotsuga menziesii
Acer macrophyllum
Douglas Fir
Big Leaf Maple
5
1
6
18"
8'
Pseudotsuga menziesii
Douglas Fir
3
7
8"
5'
Acer macrophyllum
Big Leaf Maple
2
8
8" M
8'
Acer macrophyllum
Big Leaf Maple
q
9
14"
10,
Pseudotsuga menziesii
Douglas Fir
q
18" I 11, IThuja plicata IWestern Red Cedar 1 3
11 30** 1 12' Pseudotsuga menziesii Douglas Fir 3
12 30" 20' Pseudotsuga menziesii Douglas Fir q
13 I 20" I 8' JPseudotsuga menziesii IDouglas Fir I 3
14 1 10" 1 8' (Pseudotsuga menziesii IDouglas Fir I 2
15 22"M**I 15' JAcermacrophyllum Bigleaf Maple 2
16 20" 8' Pseudotsuga menziesii Douglas Fir q
17
12" M
12'
Acer macrophyllum
Bigleaf Maple
2
18
20"
15'
Pseudotsuga menziesii
Douglas Fir
q
19
14"**
12'
Pseudotsuga menziesii
Douglas Fir
q
20
12"
6'
Pinus nigra
Austrian Pine
3
21
16"
6'
Pinus nigra
Austrian Pine
3
22
18"
6'
Pinus nigra
Austrian Pine
3
23
16"
6'
Pinus nigra
Austrian Pine
3
24
20"
6'
Pinus nigra
Austrian Pine
3
25
I
12"
6'
Pinus nigra
Austrian Pine
3
26
8"
10,
Tsuga heterophylla
Western Hemlock
3
27
10"
10,
Tsuga heterophylla
Western Hemlock
3
28
8"
10,
Tsuga heterophylla
Western Hemlock
3
29
I
I 10"
10,
Tsuga heterophylla
Western Hemlock
3
30
24"
21'
Pseudotsuga menziesii
Douglas Fir
q
31
24"
21'
Pseudotsuga menziesii
Douglas Fir
q
32
14"
10,
Thuja plicata
Western Red Cedar
4
33
26"
11'
Pseudotsuga menziesii
Douglas Fir
q
34
46"
35'
Acer macrophyllum
Bigleaf Maple
5
35
14"
10,
Pseudotsuga menziesii
Douglas Fir
3
36
32"
18,
Pseudotsuga menziesii
Douglas Fir
q
37
32"
15'
Pseudotsuga menziesii
Douglas Fir
3
38
24" M
16,
Acer macrophyllum
Bigleaf Maple
3
39
12"
6'
Acer macrophyllum
Bigleaf Maple
2
40
12" M
10,
Acer macrophyllum
Bigleaf Maple
3
41
12"
9'
Acer macrophyllum
Bigleaf Maple
q
42
12" **
9'
Acer macrophyllum
Bigleaf Maple
3
43
12"
5'
Pseudotsuga menziesii
Douglas Fir
q
44
24"
25'
Pseudotsuga menziesii
Douglas Fir
5
45
24"
20,
Thuja plicata
Western Red Cedar
3
46
18" M**
12,
Acer macrophyllum
Bigleaf Maple
q
47
10"
10,
Acer macrophyllum
Bigleaf Maple
3
48 1
12"
12,
Tsuga heterophylla
Western Hemlock
1
49
20"
8'
Pseudotsuga menziesii
Douglas Fir
q
50 I 10" I 5' AAcer macrophyllum Bigleaf Maple I i
51
32" 1
12,
Acer macrophyllum
Bigleaf Maple
1
52
18"
18'
Malus pumila
Apple
i
53
12"
12'
Malus pumila
Apple
2
54
12"
15,
Malus pumila
Apple
1
55
12"
10' Acer
macrophyllum
Bigleaf Maple
q
56
10" **
10'
Malus pumila
Apple
1
Several dead limbs, phototropic lean
Good condition.
Broken central leader, minor dead wood,
downward growing branches.
Growing into tree #4.
Significant hole at base, deadwood in
canopy.
Multi -stem 3 small stems in addition to
main trunk.
Minor dead wood in canopy.
Significant broken branch, trunk is forked
at mid point, several broken branches.
Several dead limbs, trunk is girdled near
base, straight and strong central leader.
A few dead limbs, straight and strong
central leader
Numerous dead limbs, straight central
leader, thin canopy.
Broken central leader.
Multi -stem 5 stems - 6"-10" calip each.
Growing into base of tree #16. Crack in
one trunk, several dead limbs.
Straight central leader, a few small dead
limbs. Tree #15 is growing into base.
Multi -stem 4 stems - 6"-10" dia. Several
broken trunks, mis-shapen/singled sided
canopy.
Strong central leader, some dead wood
in canopy
Slight phototropic lean
Broken central leader, some dead wood.
Straight leader, thin canopy, low
aesthetic value.
Straight leader, thin canopy, low
aesthetic value.
Straight leader, thin canopy, low
aesthetic value.
Straight leader, thin canopy, low
aesthetic value.
Straight leader, thin canopy, low
aesthetic value.
Mis-shapen canopy (one-sided).
Mis-shapen canopy (one-sided).
Mis-shapen canopy (one-sided).
Mis-shapen canopy (one-sided).
A few dead limbs.
A few dead limbs.
Nails in trunk
A few dead limbs, small second trunk
A few low hanging limbs
Mis-shapen canopy (one-sided), leaning,
a few broken branches
A few broken limbs
Mis-shapen canopy (one-sided).
Multi -stem 6" to 8", slightly mis-shapen.
Broken limbs, cracked trunk, phototropic
lean
Multi -stem, phototropic lean, slightly
mis-shapen.
Thin canopy, but overall good form
Thin canopy, but overall good form
Very minimal canopy
Good overall form
Canopy is bare at crown indicating
possible defect of ailment
Multi -stem 4 trunks 5" -8" dia.
Good leader, but several dead branches
Poor health and poor canopy condition
Mis-shapen canopy
Mis-shapen trunk - was once a
multi -stemmed tree but several trunks
have been removed leaving a large
stump with one remaining trunk
Mis-shapen trunk - was once a
multi -stemmed tree but several trunks
have been removed leaving a large
stump with three remaining trunks
Poor health and poor canopy condition,
possible indications of disease
Poor health and poor canopy condition,
possible indications of disease
Poor health and poor canopy condition,
possible indications of disease
Straight trunk, good overall form
Poor health and poor canopy condition,
;bl d
NE 114 OF THE SW 114 AND 5E 1/4 OF THE NW 1/4, SEC 29, TWN 29, RGE 5 E, KING COUNTY, WASHINGTON
Removal
due to
Significant Tree
Hazard or
Priority (RMC
Landmark
proposed
Remove /
4.4.130)
Tree
R.O.W.
Retain
Hazard /
Landmark
R.O.W.
Remove
2.ii.
R.O.W.
Remove
Hazard /
R.O.W.
Remove
1.v.
R.O.W.
Remove
Hazard /
R.O.W.
Remove
2.ii.
R.O.W.
Remove
Hazard /
R.O.W.
Remove
2.ii
R.O.W.
Remove
2.ii.
R.O.W.
Remove
Hazard /
R.O.W.
Remove
Hazard /
R.O.W.
Remove
i. I Landmark
Hazard /
R.O.W. Remove
Hazard /
R.O.W. Remove
2.ii.
1.v.
R.O.W.
R.O.W.
Remove
Remove
Hazard/
R.O.W._
Remove
1.v.
Remove
2A.
Remove
Hazard
Remove
R.O.W.
Remove
2.iii.
R.O.W.
Remove
2.iii.
R.O.W.
Remove
2.iii.
R.O.W.
Remove
2.iii.
R.O.W.
Remove
2.ii.
R.O.W.
Remove
2.ii.
R.O.W.
Remove
2.ii.
R.O.W.
Remove
2A.
R.O.W.
Remove
1.v.
R.O.W.
Remove
l.v.
Remove
2.ii.
Remove
1.v.
Remove
1.i.
Landmark
Remove
2.ii
Remove
l.i.
Landmark
Remove
1. i.
Landmark
R.O.W.
Remove
1.v.
R.O.W.
Remove
2.ii
Remove
2.ii
Hazard /
R.O.W.
Remove
2.ii
Remove
2.ii
Remove
2.ii
Remove
1.v.
Remove
Hazard
Remove
2.ii.
Remove
2.ii.
Hazard
Remove
Hazard
Remove
1.v.
2.ii
Hazard
Hazard Remove
Hazard Remove
Hazard Remove
Hazard Remove
NOTES:
1. NO CRITICAL AREAS OR BUFFERS EXIST ON THE SITE.
2. PROPERTY LINE IS THE CLEARING EXTENT. ALL VEGETATION WITHIN
PROPERTY LINE TO BE REMOVED.
3. NO SITE IMPACTS DUE TO TREE REMOVAL ARE ANTICIPATED.
4. SEE L100 LANDSCAPE PLAN FOR LOCATION, TYPE AND SIZE OF
REPLACEMENT TREES PROPOSED TO MITIGATE TREE REMOVAL.
M = MULTI -STEM (CALIPER = LARGEST TRUNK PLUS SQUARE ROOT OF SUM OF
ALL OTHER TRUNKS SQUARED (CITY OF SEATTLE METHODOLOGY)
** = CALIPER MEASURED BY LANDSCAPE ARCHITECT. ALL OTHER CALIPER
MEASUREMENTS FROM SURVEY BY OTHERS.
LEGEND
< 7N
a EXISTING TREE
posse a In lcatlons of disease I I Hazard I Remove 1 REVISED PER HEARING EXAMINER CONDITIONS OF APPROVAL GM 7-14-17
architecture 4 2 — LANDSCAPEREVIEWAND PRICING - GM 79� 17 suRveED: scA_e
planning
VERTICAL: NAVD 1988
!y landscape architecture [�REVISED PER CITY COMMENTS 8 16-17 --- , » HORIZONTAL: NAD 1983/1991
urba n design 8-16 �9-21-17
DESIGNED: __ 20— 0geospatial analysis 4 REVISED PER CITY COMMENTS GM REVISED PER CITY COMMENTS DRAW"COTTAGES 1925 Post Alley, Suite 36 wSTAFEJGrr5 GM 3-17 GM
a-f Seattle, WA 98101 ,AN R,APE�A MREC� 6 REVISED PER CITY COMMENTS GM 12-15-17 CHECKED: I ONE iNc" DATUM
Renton F NOUONECNCH
Phone 206.650.8589 7 REVISED PER CITY COMMENTS SCP 02-05-18 CO
- SCALE ACCORDINGLY
www.eimplan.com/seattle 4 f °� �0°` -- -- APrRovED:
"" "' 972 NO. REVISION �y DATE APPR __—
TREE NUMBER
(SEE INVENTORY LIST)
TREE TO BE REMOVED
TREE TO REMAIN
R=3 96224
20
40
:M
CITY OF
It
(D RENTON
Planning/Building/Public Works Deo-
I
SIGNIFICANT TREE PRIORITIZATION
Priority One
I. Landmark trees;
ii. Significant trees that form a continuous canopy;
iii. Significant trees on slopes greater than twenty percent (20%);
iv. Significant trees adjacent to critical areas and their associated buffers; and
v. Significant trees over sixty feet (60') in height or greater than eighteen inches (18")
caliper.
Priority Two
i. Healthy tree groupings whose associated undergrowth can be preserved;
ii. Other significant native evergreen or deciduous trees; and
iii. Other significant non-native trees.
Priority
Three
Alders and cottonwoods shall be retained when all other trees have been evaluated for
retention and are not able to be retained, unless the alders and/or cottonwoods are used as
part of an approved enhancement project within a critical area or its buffer.
RMC 4-4-130
iN COMPLIANCE WITH CITY OF i EVCIN SIANDARD
RENTON SPECIAL CARE COMMUMITY, LLC
RENTON SPECIAL CARE COMMUMI TY
17033108TH AVE SE, RENTON, WA 98055
TREE INVENTORY & PROTECTION PLAN
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NE 1/4 OF THE SW 1/4 AND SE 1/4 OF THE NW 1/4, SEC 29, TWN 29, RGE 5 E, KING COUNTY, WASH/NGTON
INTERIOR PARKI
- 26 PARKING
390 SF OF
AND 945 SF
- 26 PARKING
AND PROVIDE
- 1 SHRUB PE
AND PROVIE
- GROUNDCOVE
WITHIN 3 YE/
NO MORE TH
AND AN INTE
PROPOSED 7' T,
RETAINING WALL
6' TALL WOOD F
10' FULLY SIGHT
BARRIER BETWEE
AND LESS INTEN
LANDSCAPE AND
3'H X 5' WIDE I
ON WOOD POST`,
NOTES:
1. SEE SHEET L200 FOR PLANT DETAILS AND SCHEDULE.
2. ALL TREES TO BE A MINIMUM OF 2" CALIPER AT 54" ABOVE GRADE.
3. STREET TREES TO BE FROM THE CITY OF RENTON APPROVED TREE LIST.
4. LOOSEN SUBGRADE BY RIPPING AND RECOMPACTING, AND INSTALL 6" DEEP TOPSOIL IN ALL
PLANT BEDS AND LAWN AREAS.
5. ALL EXPOSED SOIL AREAS IN PLANT BEDS TO RECEIVE A 3" THICK LAYER OF SHREDDED BARK
MULCH.
6. HYDROSEED TURF GRASS SEED TO CREATE LAWN IN ALL AREAS NOT OTHERWISE INDICATED AT
PAVEMENT OR PLANT BED. PROTECT PLANT BEDS AND PAVEMENT FROM HYDROSEED OVERSPRAY.
A
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COTTAGES
"'./ Renton
A LNWLx 41M0e1 (wet Cirta��v.rt
planning
architecture Chi
landscape architecture
urban design
geospateal analysis
1925 Post Alley, Suite 313 STATE 'IF
Seattle, WA 98101 acwsTeaeo W"S-NCTON
�A�CAP[ AR�NIT[�T
Phone 206.650.8589 /._.
www.elmplan.com/seattle '"'�>t1
10
\_SE 172ND ST
STREET TREES REQUIRED AND PROVIDED
10' LANDSCAPE CONSISTING OF TREES,
SHRUBS AND GROUNDCOVER (INCLUDING
LAWN) ALONG PUBLIC STREET EXCLUDING
AREA OF DRIVES AND WALKS.
FILL PLANTER POTS WITH 1" LAYER OF DRAINAGE AGGREGATE, FILTER FABRIC AND PLANTING SOIL.
CONTRACTOR TO MAINTAIN PLANTS IN A HEALTHY CONDITION UNTIL FINAL ACCEPTANCE.
EXISTING TREES TO REMAIN SHALL BE PROTECTED THROUGHOUT CONSTRUCTION WITH 4'
CONSTRUCTION FENCE AT DRIPLINE.
ALL PLANTS WILL BE WATERED BY IRRIGATION. N
1
2
REVISED PER HEARING EXAMINER CONDITIONS OF APPROVAL
LANDSCAPE REVIEW AND PRICING
REVISED PER CITY
t COMMENTS 8-16-17
REVISED PER CITY COMMENTS _
REVISED PER CITY COMMENTS
GM
7-14-17
GM
7-19-17
3 -
GM
9-6-17
4
GM
9-21-17
5
GM
GM
11-13-17
12-15-17
REVISED PER CITY COMMENTS
REVISED PER CITY COMMENTS
REVISION
SCP
02-05-18
NO.
BY
DATE
APPR
SURVEYED:
DESIGNED:
GM
DRAWN:
GM
CHECKED:
GO
APPROVED:
SCALE:
1 "=20'—O"
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
x
VERTIGL: Now 1988
HORIZONTAL: NAD 1483/1W
DATU M
20 40
:1
CITY OF
RENTON
Planning/3uilding/Public Works Dept.
6' TALL WOOD FENCE
10' WIDE FULLY SIGHT -OBSCURING LANDSCAPE
VISUAL BARRIER LANDSCAPE AND FENCE
10' WIDE PARKING LOT PERIMETER PLANTING
- ONE TREE PER 30 LINEAL FEET OF STREET
FRONTAGE
- ONE SHRUB PER 20 S.F. OF LANDSCAPED AREA
(MAX 50% DECIDUOUS)
- GROUNDCOVER
- STREET TREES REQUIRED AND PROVIDED
- 10' WIDE LANDSCAPE CONSISTING OF TREES, SHRUBS
AND GROUNDCOVER (INCLUDING LAWN) ALONG PUBLIC
STREET EXCLUDING AREA OF DRIVES AND WALKS.
R=396225
I IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON SPECIAL CARE COMMUMITY, L L C
RENTON SPECIAL CARE COMMUMITY
17033108TH AVE 5E, RENTON, WA 98055
LANDSCAPE PLAN
05-17-201
FIELDDDOK:
PAGE:
DRAWING 10.
L-100
S-ffl: # #0# #
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NE 114 OF THE SW 114 AND SE 114 OF THE NW 1/4, SEC 29, TWN 29, RGE 5 E. KING COUNTY, WASHINGTON
'510
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NOTES:
1. SEE SHEET L200 FOR PLANT DETAILS AND SCHEDULE.
IEEM
_1�1c
COTTAGES
"d Renton
{ I:��yc,t MFMU�I iAXt Cuuwi+t:n
N
o
1 REVISED PER HEARING EXAMINER CONDITIONS OF APPROVAL Um /-14-1 I
1988
planning ct
2 LANDSCAPE REVIEW AND PRICING GM 7-19-17 --_SCALE._10'-0"HORIZON`!'"- NAVD 83/1architecturej�.. -- 3 -__ AL: NAD 1983/1991
landscape architecture REVISED PER CITY COMMENTS 8-16-17 GM 9-6-17 Dman:<GM
urban design 4 REVISED PER CITY COMMENTS GM 9-21-17
geospatial analysis-
1925 Post Alley, Suite 3B�;Qy c5 REVISED PER CITY COMMENTS GM 11-13-17 GM ONE INCH DATU M
Seattle, WA 98101 FULL
"f,�tE�REc.rEc V REVISED PER CITY COMMENTS GM 12-15-17 CHECKED: CO IF NOT ONE INCH
Phone 206.650.8589 - 7 REVISED PER CITY COMMENTS SCP 02-05-18 APPROVED: SCALE ACCORDINGLY
www.elmplan.com/seattle A° nx ,�° ;";°" NO. REVISION BY DATE APPR ---
10 20
40
CITY OF
'� RENTON
Planning/Building/Public Works Dept.
O
LAWN
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iN COMPLIANCE WITH CITY OF RENTON STANDARDS I
RENTON SPECIAL CARE COMMUMITY, L L C
RENTON SPECIAL CARE COMMUMITY
17033108TH AVE SE, RENTON, WA 98055
LANDSCAPE PLAN ENLARGEMENT
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PAGE:
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EVERGREEN TREES
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BOTANICAL NAME / COMMON NAME
Acer circinatum 'Pacific Fire' / Compact Vine Maple
Acer palmatum var. dissectum'Virdis' / Virdis Japanese Maple
Acer palmatum 'Osakazuki' / Osakazuki Japanese Maple
Acer saccharum / Sugar Maple
Amelanchier alnifolia / Serviceberry
Amelanchier laevis 'Lustre' / Lustre Allegheny Servicebery
Betula utilis jacquemontii / Whitebarked Himalayan Birch
Cercidiphyllum japonicum / Katsura Tree
Comus florida rubra / Pink Flowering Dogwood
Comus nuttallii / Western Flowering Dogwood
Gleditsia triacanthos inermis 'Shademaster' TM / Shademaster Locust
Oxydendrum arboreum / Sourwood Tree
Prunus serrulata 'Amanogawa' / Japanese Flowering Cherry
Pyrus calleryana 'Cleveland Select' / Cleveland Select Pear
Quercus ganyana / Oregon Oak
BOTANICAL NAME / COMMON NAME
• Cedrus allantica 'Glauca Fastiga' / Atlas Cedar
SHRUBS BOTANICAL NAME / COMMON NAME
• Ceanothus x 'Blue Sapphire' / Blue Sapphire Ceanothus
Choisya temata / Mexican Orange
,I
• Hydrangea quercifolia 'Munchkin' / Oakleaf Hydrangea
• Hydrangea quercdolia 'Pee Wee' / Oakleaf Hydrangea
• j Philadelphus x virginalis / Mock Orange
• Philadelphus x virginalis 'Dwarf Snowflake' / Dwarf Snowflake Mockorange
Rhododendron x 'Cunningham's White' / Cunningham's White Rhododendron
• Sarcococca hookeriana humilis / Sweet Box
O Spiraea betulifolia lucida / Shiny Leaf Spirea
• ; Sydnga meyed 'Palibin' I Dwarf Korean Lilac
Vaccinium ovatum I Evergreen Huckleberry
• Viburnum x burkwoodii / Burkwood Viburnum
HERBACEOUS PERRENIALS BOTANICAL NAME / COMMON NAME
• Astilbe x arendsii 'Amethyst' / Amethyst Astilbe
• Athyrium nipponicum 'Pictum' / Japanese Painted Fern
NE 114 OF THE SW 114 AND SE 114 OF THE NW 1/4, SEC 29, TWN 29, RGE 5 E, KING COUNTY, WASHINGTON
SIZE
CAUHT
qTY
�
,
1.
NOTES:
DIG PLANTING PITS DOWN
AND OUTWARD SO THAT
15 gal
5'
6
`, i
WATER WILL NOT COLLECT
DIRECTLY BELOW ROOTBALL.
f
r
`
/ �`
2.
SOAK PLANTING PIT PRIOR
5 gal
3' H
2
CENTRAL LEADER.
TO PLANTING
DO NOT CUT. DO NOT
�r /�
3.
SPRAY SOIL OFF OF
45
3" Cal Single
PRUNE WITHOUT APPROVAL
/�
ROOTBALL
gal
stem
1
FROM L.A.
4.
UNCOIL TWISTED OR
i
12 GA. BAILING WIRE WITH -
CIRCLING ROOTS PRIOR
20gal.
2"Cal
1
BLACK RUBBER HOSE TO
-
TO PLANTING. CUT OFF ANY
PROTECT BARK. FASTEN -._
PERMANENTLY KINKED ROOTS
SECURELY BUT LEAVE ROOM
--
5.
REMOVE ANY AND ALL
15gal
6'
4
FOR FLEXING
OFF OF ROOTBALL
PRIORPLASTI TO PLANTINGC
N -
25 gal
2.5"Cal
8
TREE TO BE 2-3" ABOVE
- -
-- -
2X2X8' LONG FIR
LEVEL OF EXT'G GRADE
_
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8'
17
SIZE
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5 gal
77
5 gal
26
5 gal
2
5 gal
18
5 gal
69
112
11
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111
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203
11
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10
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Carex oshimensis'Everest' / Everest Japanese Sedge 1 gal
Helictotrichon sempervirens 'Saphirsprudel' / Saphire Fountain Blue Oat Grass 1 gal
Hemerocallis x 'Joan Senior' / Daylily
1 gal
Hemerocallis x 'Wild Horses' / Adorable Tiger Daylily
1 gal
Heuchera americana 'Green Spice' / American Alumroot
1 gal
Hosta sieboldiana 'Elegans' / Sieboldiana Elegans Hosta
1 gal
Iris tenax / Oregon Iris
1 gal
Lavandula angustifolia / English Lavender
1 gal
Liriope muscari / Lily Turf
1 gal
Miscanthus sinensis 'Little Miss' / Little Miss Maiden Grass
1 gal
Pennisetum orientale / Oriental Fountain Grass
1 gal
Phlox subulata / Moss Phlox
4" pot
Rudbeckia fulgida / Coneflower
1 gal
BOTANICAL NAME / COMMON NAME
SIZE
Ajuga reptans / Carpet Bugle
flat
Erica camea 'Ruby Glow' / Ruby Glow Heather
Erica camea 'Winter Beauty' / Winter Beauty Pink Heath
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IRRIGATION ZONE SCHEDULE
IRRIGATION NOTES
ZONE
DESCRIPTION OF PLANTING
1. INSTALL IRRIGATIION SYSTEM IN ACCORDANCE WITH ALL LOCAL LOCAL CODES
AND REGULATIONS.
1
TREES, SHRUBS AND PERENNIALS
2. IRRIGATION PLANS ARE DIAGRMAMMATIC. ALL IRRIGATION EQUIPMENT SHALL
2
TREES, SHRUBS AND PERENNIALS
BE PLACED IN PLANTED AREAS WHENEVER POSSIBLE. FIELD ADJUST LINES TO
AVOID CONFLICT WITH UTILITIES AND EXISTING CONDITIONS.
3
TREES, SHRUBS AND PERENNIALS
3. SYSTEM IS DESIGNED TOP OPERATE WITH STATIC PRESSURE BETWEEN 40 AND
4
TREES, SHRUBS AND PERENNIALS
60 PSI WITH A MINIMUM 70 GPM AT POINT OF CONNECTION.
5
TREES, SHRUBS AND PERENNIALS
4. ZONES ARE BASED ON THE SITE PLAN / DATA AVAILABLE. CONTRACTOR SHALL
VERIFY GPM AND PSI AT POINT OF CONNECTION PRIOR TO STARTING WORK.
6
! TURF
NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF ACTUAL FIELD DATA DIFFERS
FROM THIS INFORMATION.
7
TURF
5. CONTRACTOR SHALL FIELD MARK LAYOUT OF TRENCHES AND VALVE
8
TURF
I
LOCATIONS FOR REVIEW BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.
9
TREES, SHRUBS AND PERENNIALS
6. PROVIDE 12" POP-UP SPRINKLER HEADS FOR ALL SHRUB PLANTING BEDS
UNLESS OTHERWISE INDICATED ON PLANS.
10
TREES, SHRUBS AND PERENNIALS
7. EXCEPT WHERE SLEEVES ARE SHOWN, MAINLINE IS SHOWN BENEATH PAVING
11
TREES, SHRUBS AND PERENNIALS
SURFACES FOR GRAPHIC CLARITY ONLY. ACTUAL LOCATION SHOULD BE IN
PLANTING AREAS.
12
TREES, SHRUBS AND PERENNIALS
8. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL SLEEVING UNDER ALL
13
TURF
HARDSCAPE SURFACES. CONTRACTOR SHALL VERIFY WITH LANDSCAPE
ARCHITECT ALL SLEEVE LOCATIONS, QUANTITIES AND SIZES TO ACCOMMODATE
14
TURF AND TREES
ALL IRRIGATION PIPING.
15
SHRUBS
9. CONTRACTOR SHALL COORDINATE IRRIGATION POINT OF CONNECTION AND
LOCATION OF AUTOMATIC CONTROLLER. COORDINATE ALL WITH OTHER TRADES
16
TURF AND TREES
INVOLVED.
17
TURF AND TREES
10. ALL COMPONENTS OF IRRIGATION SYSTEM SHALL BE INSTALLED AND
ADJUSTED TO PROVIDE ADEQUATE COVERAGE AND MINIMIZE OVERSPRAY ONTO
18
TREES, SHRUBS AND PERENNIALS
BUILDINGS, WALKWAYS, OR ROADS.
19
TREES, SHRUBS AND PERENNIALS
11. ALL VALVES SHALL BE LOCATED IN A MANNER THAT FACILITATES ACCESS FOR
MAINTENANCE. SIZE BOXES TO ACCOMODATE COMPLETE VALVE ASSEMBLY PER
20
TURF
DETAILS. MAINTAIN 18" BETWEEN VALVE BOXES AND ADJACENT VALVE BOXES
AND/OR PAVEMENT.
21
TURF
12. ALL VALVE BOX COVERS SHALL BE BLACK.
22
TREES, SHRUBS AND PERENNIALS
13. INSTALL VALVE BOXES PERPENDICULAR TO WALKS, CURBS, AND/OR WALLS.
23
TREES, SHRUBS AND PERENNIALS
14. INSTALL TWO (2) CONTROL VALVES IN ONE (1) VALVE BOX WHEREVER
24
TURF AND TREES
POSSIBLE.
25
TURF AND TREES
15. INSTALL QUICK COUPLER VALVES AND CONTROL VALVE IN ONE (1) VALVE BOX
WHENEVER POSSIBLE.
26
SHRUBS
16. INSTALL'JUMBO' BOX WHEN TWO CONTROL VALVES ARE ADJACENT TO QUICK
27
TURF AND TREES
COUPLING VALVE.
28
TREES, SHRUBS AND PERENNIALS
17. INSTALL IRRIGATION HEADS:
A. PERPENDICULAR TO SLOPE OR FINISHED GRADES.
29 j
TURF
B. FLUSH WITH ALL WALKS AND CURBS.
C. 1" MIN. FROM ALL WALKS AND WALLS.
30
TREES, SHRUBS AND PERENNIALS
18. CONTRACTOR SHALL PROVIDE, INSTALL AND MAKE POWER CONNECTIONS TO
31
TREES, SHRUBS AND PERENNIALS
CONTROLLER TO ALLOW FOR COMPLETE WORKING SYSTEM.
32
TREES, SHRUBS AND PERENNIALS
19. A WATER WINDOW TIME (12:10AM - 5:OOAM) WILL BE REQUIRED TO PROVIDE
FOR ADEQUATE SOIL IRRIGATION DURING PEAK SUMMER TIME DEMAND.
33
TURF
CONTRACTOR DESIGN BUILD RESPONSIBILITIES
34
TREES, SHRUBS AND PERENNIALS
CONDITIONS OF USE:
CONTRACTOR IS REPONSIBLE FOR SUPPLYING THE LANDSCAPE ARCHITECT WITH
SHOP DRAWINGS AND PRESSURE LOSS CALCULATIONS FOR THE IRRIGATION
SYSTEM PRIOR TO THE INSTALLATION OF THE IRRIGATION EQUIPMENT. THE
CONTRACTOR WILL BE RESPONSIBLE TO ENSURE THAT PRESSURE TO THE
HEADS IS SUFFICIENT IN ALL ZONES AND THAT THE IRRIGATION SYSTEM IS
WORKING PROPERLY. SEE ARCHITECTURE AND CIVIL/MECHANICAL DRAWINGS
FOR THE LOCATION OF THE CONTROLLER (ADMIN BUILDING MECHANICAL ROOM).
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1%1
DATUM
R=396229
CITY OF
RENTON
Planning/Building/Public Works Dept.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON SPECIAL CARE COMMUMITY, LLC
RENTON SPECIAL CARE COMMUMI TY
17033108TH AVE SE, RENTON, WA 98055
IRR/GA TION DETAILS
U
a
J
0-
LQ
V
DATE:
05-1 7 201
FIELDBOOK
PAGE O
DRAWING NO:
~
SHEE L-301?: 0
### # QC