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N ,._ 200807 _JO--------~
DEVELOPMENT PLAN N;NG
CITY OF RENTON
JUL 2 3 2008
RECEIVED
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IRRIGATION SCHEDULE
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MANUFACTURER/MODEL/DESCRIPTION
HUNTER INST-06-CV SHORT RADIUS NOZZLES
SHRUB SPRAY, 6" POPUP WITH DRAIN CHECK
VALVE.
HUNTER INST-06-CV SHORT RADIUS NOZZLES
SHRUB SPRAY, 6" POPUP WITH DRAIN CHECK
VALVE.
HUNTER INST-06-CV SHORT RADIUS NOZZLES
SHRUB SPRAY, 6" POPUP WITH DRAIN CHECK
VALVE.
HUNTER INST-06-CV SHORT RADIUS NOZZLES
SHRUB SPRAY, 6" POPUP WITH DRAIN CHECK
VALVE.
HUNTER INST-06-CV 5' END STRIP SPRAY
SHRUB SPRAY, 6" POPUP WITH DRAIN CHECK
VALVE.
HUNTER INST-06-CV 5' STRIP SPRAY
SHRUB SPRAY, 6" POPUP WITH DRAIN CHECK
VALVE.
HUNTER INST-06-CV 8' RADIUS
SHRUB SPRAY, 6" POPUP WITH DRAIN CHECK
VALVE.
HUNTER INST-06-CV 8' RADIUS
SHRUB SPRAY, 6" POPUP WITH DRAIN CHECK
VALVE.
HUNTER INST-06-CV 1 O' RADIUS
SHRUB SPRAY, 6" POPUP WITH DRAIN CHECK
VALVE.
HUNTER INST-06-CV 1 O' RADIUS
SHRUB SPRAY, 6" POPUP WITH DRAIN CHECK
VALVE.
HUNTER INST-06-CV 12' RADIUS
SHRUB SPRAY, 6" POPUP WITH DRAIN CHECK
VALVE.
HUNTER INST-06-CV 15' RADIUS
SHRUB SPRAY, 6" POPUP WITH DRAIN CHECK
VALVE.
HUNTER INST-06-CV 15' RADIUS
SHRUB SPRAY, 6" POPUP WITH DRAIN CHECK
VALVE.
MANUFACTURER/MODEL/DESCRIPTION
HUNTER ICV-DC-AS
ELECTRIC REMOTE CONTROL VALVE, PLASTIC, WITH
GLOBE VALVE, DC LATCHING SOLENOID, ACCU-SET
PRESSURE REGULATOR.
RAIN BIRD 44LRC
1" QUICK COUPLER VALVE, TWO PIECE BODY,
LOCKING COVER
HUNTER SRC-6001
ELECTROMECHANICAL CONTROLLER, 6 STATION,
INDOOR MODEL
FEBCO 850U 3/4"
DOUBLE CHECK BACKFLOW PREVENTION WITH UNION
END BALL VALVE, 1 /2" TO 2".
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21
ONLY LATERAL TRANSITION PIPE SIZES 1" AND
ABOVE ARE INDICATED ON THE PLAN, WITH ALL
OTHERS BEING 3/4" IN SIZE.
IRRIGATION MAINLINE: PVC SCHEDULE 40
PIPE SLEEVE: PVC SCHEDULE 40
TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE
SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING
AND THEIR RELATED COUPLINGS TO EASILY SLIDE
THROUGH SLEEVING MATERIAL. EXTEND SLEEVES
18 INCHES BEYOND EDGES OF PAVING OR
CONSTRUCTION.
Valve Callout
~-.,------Valve Number
00#----Valve GPM
~ Valve Size
ARC. .ESJ. .Qf.M RADIUS
180 30 0.4 4'
90 30 0.2 4'
180 30 1.0 6'
90 30 0.5 6'
EST 30 0.7 5'
SST 30 1.3 5'x30'
180 30 0.5 8'
90 30 0.2 8'
180 30 o.8 1 o·
90 30 0.4 1 o·
180 30 1.3 12·
180 30 1.9 15'
90 30 0.9 15'
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IRRIGATION NOTES IRRIGATION PLAN
1. DRAWING IS SCHEMATIC, ACTUAL LOCATIONS MAY VARY DUE TO UTILITIES OR
EXISTING CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR LOCATING UTILITIES
PRIOR TO BEGINNING CONSTRUCTION.
2. LOCATE QUICK COUPLING VALVE & AUTOMATIC CONTROL VALVES AT POINT OF
EASY ACCESS. OWNER'S REPRESENTATIVE TO REVIEW & APPROVE FINAL
LOCATION OF ALL QUICK COUPLERS & AUTOMATIC CONTROL VALVES PRIOR TO
INSTALLATION.
3. HEAD LOCATION MUST BE ADJUSTED IN THE FIELD TO COMPLY W/ EXISTING
SITE CONDITIONS AND PLANT MATERIALS.
4. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVING W/ PAVING WORK AS
REQUIRED.
5. ALL IRRIGATION SLEEVING TO BE STAKED IN THE FIELD & LOCATED ON
DIMENSIONED "AS-BUILT" DRAWING TO ALLOW FUTURE LOCATION & USE.
6. AIR BLOW IRRIGATION SYSTEM THROUGH QUICK COUPLERS TO WINTERIZE
IRRIGATION SYSTEM.
7. LOCATE IRRIGATION CONTORLLER ON WALL OF ELECTRICAL ROOM. COORDINATE
LOCATION W/ OWNER'S REPRESENTATIVE PRIOR TO PLACING CONTROLLER.
Scale: 1 "=1 O' -0"
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Design Two Four/Two Six,,n,.
Bellevue, WA 98004 oo
ph. (425) 881-2426 g
STAlE OF
WASHINGTON P-~ M. N ·-----
IRRIGATION PLAN
SHEET NO.
L 1.0 m 2821 Northup Way, Suite 225
fax (425) 576-5229 "!
--www.design2426.com :8 1====2=0=08=07====1
Landscape Architecture • Athletic Field Design • Irrigation Pla nning_J~ ------~
DEVE LOP ME NT PLANNING
CI TY OF RENTON
JUL 2 3 2!!08
REC EIVE D _J
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SCH BO PVC UNION -----,
BRASS/BRONZE ANGLE
GATE VALVE RED/WHITE --~
OR EQUAL
24" COILED WIRE
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FINISHED GRADE
FINISH
GRADE~
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SCH BO PVC 'iJl;jjI[f: ft~m1:ig ELECTRIC REMOTE CONTROL VALVE
THREADED NIPPLE -------~
SCH. BO ST90 --, CL 200 PVC LATERAL
,,--12" MIN. DEPTH
SCH. BO PVC -----<Y.......-1 4• MIN.
SS T.O.E. NIPPLE
1 , _________ _ CD AUTOMATIC VALVE
NOT TO 5G/tU:
FINISH GRADE
SPECIFIED
COMPACTED
BACKFILL
3• MAX. CONCRETE WALK, MOW
STRIP, OR CURB
ROTOR OR POP-UP _____ ,
SRAY SPRINKLER
SPECIFIED TRIPLE
SWING JOINT ASSEMBLY ----
SEE SPECS.
® SHRUB/ TURF HEAD NEXT TO CURB OR WALK 2 -----------
NOTTO~
18" MIN.
CARSON BROOKS NO. 910
.-----ROUND BOX W/ LOCKING
COVER. EXTEND AS NECESSARY
.-----FINISH GRADE
'TTfLL~7'i "TU .
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CARSON BROOKS NO. 910 I~-:+-~--ROUND BOX W/LOCKING COVER
BACKFILL BOX WITH
"f;j::r.f:;:j:"--3/B" WASHED ROCK
BRICK (1 OF 2, TYP.)
IL Lb;:;t,t:::;:;UJ;:ttl;:'lttrrrr--DURA 1-A1-11-35s5s. JOINT
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COMPACTED SUBGRADE
'-----1" BRASS VALVE 200 WOO
RED & WHITE OR EQUAL
'------CONCRETE THRUST
BLOCK
4----------0 QUICK COUPLING VALVE W/ GATE VALVE
NOT TO 5(;1,1,.E
.---FINISH GRADE
2• SAND OR ROCK FREE
SOIL AROUND ALL PIPE
0 TRENCH SECTION 3-----
NOT TO 5G/tU:
GATE VALVE (LINE SIZE)
SPECIFIED BACKFLOW PREVENTION
.---DEVICE WITH BALL VALVES
SPECIFIED VAULT FLUSH WITH
FINISHED GRADE
SPECIFIED MAINLINE
TO ZONES
FLOW ~~-
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'-----------------IRRIGATION SUPPLY FROM WELL
® DOUBLE CHECK VALVE/ BACKFLOW PREVENTER 5 1----------Nar TO «.,t,I.!
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Design Two Four/Two Six,rn,.
2821 Northup Way, Suite 225
Bellevue, WA 98004
ph. (425) 881-2426
fax (425) 576-5229
+---I-www.design2426.com
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Landscape Arch itecture • Ath let ic Field Des ig n • Irrigation Pla n nlng_J~
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IRRIGATION DETAILS
SHEET NO.
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200807
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DEVELOPMENT PLANNING
CITY OF RENTON
JUL 2 3 2006
RECEIVED
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PLANT SCHEDULE
TREES BOTANICAL/COMMON
ACER PALMATUM 'SANGO KAKU' / CORAL BARK MAPLE
ACER RUBRUM 'BOWHALL RED' / RED MAPLE
EXISTING TREE TO REMAIN / 6" DEC
THUJA OCCIDENTALIS 'SMARAGD' / EMERALD GREEN ARBORVITAE
BOTANICAL/COMMON
0 BERBERIS BUXIFOLIA 'NANA' / DWARF BARBERRY
0 ERICA CARNEA 'SPRINGWOOD PINK' / PINK SPRING HEATH
0 EUONYMUS ALATUS 'COMPACTUS' / COMPACT BURNING BUSH
@ LAVANDULA ANGUSTIFOLIA 'MUNSTEAD' / MUNSTEAD LAVENDER
0 MAHONIA AQUIFOLIUM 'COMPACTA' / COMPACT OREGON GRAPE
0 NANDINA DOMESTICA 'FIRE POWER' / FIREPOWER NANDINA
0 NANDINA DOMESTICA 'PLUM PASSION' / PLUM PASSION NANDINA
0 ROSMARINUS OFFICINALIS '!RENE' TM / IRENE TRAILING ROSEMARY
YINE/ESPAUER BOTANICAL/COMMON
M PARTHENOCISSUS TRICUSPIDATA 'LOWII' / SMALL LEAF BOSTON IVY
GROUND COVERS BOTANICAL/COMMON
CONT
B & B
B & B
VARIES
B & B
CONT
1 GAL
5 GAL
5 GAL
1 GAL
1 GAL
1 GAL
5 GAL
3 GAL
CONT
3 GAL
CONT
COTONEASTER DAMMERI 'CORAL BEAUTY' / BEARBERRY COTONEASTER 4nPOT@ 12n oc
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PACHYSANDRA TERMINALIS / JAPANESE SPURGE 4 nPOT@ 12" OC
PLANTING NOTES
1. ANY DISCREPANCIES WITH THE DRAWINGS AND/OR SPEC'S AND SITE CONDITIONS SHALL BE BROUGHT
TO THE ATTENTION OF THE OWNER'S REP. PRIOR TO PROCEEDING WITH CONSTRUCTION.
2 . PLANTING AND IRRIGATION DRAWINGS ARE BASED UPON ELECTRONIC FILES PREPARED BY TSA
ARCHITECTS AND DATED: 07 /08.
3 . ALL MATERIALS TO BE DISPOSED OF OFFSITE ARE TO BE DISPOSED OF IN A LAWFUL LANDFILL AND
IN ACCORDANCE WITH GOVERNMENT REQUIREMENTS.
4 . THE CONTRACTOR IS RESPONSIBLE FOR LOCATING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
CALL DIAL-A-DIG 1-800-424-5555 PRIOR TO DIGGING.
5. AVOID DAMAGE ABOVE AND BELOW GROUND TO EXISTING PLANT MATERIALS TO REMAIN.
6. PLANT MATERIAL LOCATIONS SHALL BE COORDINATED WITH SPRINKLER IRRIGATION HEAD LOCATIONS
TO AVOID CONFLICTSL
7. GROUNDCOVERS SHALL BE PLANTED IN A TRIANGULAR PATTERN AT SPACING SHOWN IN LEGEND OR
SCHEDULE. WHERE GROUNDCOVER ABUTS CURBING, WALLS OR WALKS, MINIMUM PLANTING DISTANCE
SHALL BE NINE (9) INCHES FROM SAME.
8.
9.
FINISH GRADES STEEPER THAN 3:1 SLOPE SHALL BE COVERED W/ EROSION CONTROL NETTING
PRIOR TO PLANTING SEE SPECS. NETTING SHALL BE TOP DRESSED WITH TWO (2) INCH DEPTH OF
BARK MULCH PER SPECS.
ALL EXISTING LANDSCAPE PLANTING AREAS DISTURBED BY WORK DESCRIBED IN THESE DRAWINGS &
SPECIFICATIONS SHALL BE RESTORED TO PRE-CONSTRUCTION CONDITION.
7' -8' MIN. HT. 3
2"CAL 10'-12' HT. 10
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1,223 SF
GARBAGE d:t,
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LANDSCAPE PLAN
Scale: 1"=10'-0"
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Design Two Four/Two Six,,ac.
2821 Northup Way, Su it e 225
Bellevue, WA 98004 co
ph. (425) 881-2426 g
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STATE OF
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REGISTERED
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LANDSCAPE PLAN
SHEET NO.
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fax ( 425) 576-5229 N
--www.design2426 .co m gg l========I
lan dsca pe Arch itect ure • Athletic Fiel d Des ign • Irrigation Plann ing_Js ___ 2_oo_so_1 __ ~
DEVELOPMENT PLANNING
CITY OF RENTON
JUL 2 ~ 2008
RECEIVEu
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PLAN VIEW OF STAKING
PROVIDE {3) 2" BVC ROUND
-~ STAKES SPACED EVENLY
/ AROUND TRUNK. PRE-STAIN
STAKES DARK BROWN
---'CHAIN LOCK"
TREE TIES
~---'CHAIN LOCK" TREE TIES OR
APPROVED EQUAL {Tie loosely
to allow some movement.)
----(3) 2" BVC ROUND STAKES SET
STAKES OUTSIDE ROOTBALL
(Remove after 1 year.)
---PROVIDE WATER BASIN AROUND ROOT BALL
MULCH / 2" DEPTH (Keep mulch
clear of trunk base.)
BACKFILL MIX AS SPECIFIED
CUT AND REMOVE TWINE AND BURLAP
FROM TOP AND SIDES OF ROOTBALL.
(Remove all wire baskets.)
~~-COMPACTED PLANTING MIX
2 x DIAMETER NOTE: DRIVE STAKE TO ACCEPTABLE
DEPTH TO PROPERLY
SUPPORT NEW TREE
OF ROOTBALL
CD DECIDUOUS TREE PLANTING DETAIL 1 ,---------
NOT TC SCALE '.:-EC TI ON
~-----'CHAIN LOCK" TREE TIES OR
~,MW"-APPROVED EQUAL (Tie loosely to
allow some movement.)
,..:. __ (2) 2" BVC ROUND STAKES
SET ON NORTH AND SOUTH
SIDES OF TREE
MULCH / 2" DEPTH (Keep
mulch clear of trunk base.)
BACKFILL MIX AS SPECIFIED
CUT AND REMOVE TWINE AND BURLAP
FROM TOP AND SIDES OF ROOTBALL.
(Remove all wire baskets.)
ll'!,J,IJ.--COMPACTED PLANTING
MIX FOR SUPPORT
NOTE: DRIVE STAKE UNTIL FIRM IN
GROUND TO SUPPORT TREE
0 EVERGREEN TREE DETAIL 2---------NOT ~o SCA U'.:
ROOTBALL-~
2 x DIAMETER
OF ROOTBALL
~~sHRUB/GROUNDCOVER
,---BARK MULCH 2" DEPTH
,----FIN. GRADE
SOIL IMPORT
AS SPECIFIED
BACKFILL MIX
AS SPECIFIED
COMPACTED
PLANTING MIX
0 SHRUB/GROUNDCOVER PLANTING DETAIL 3---------:',0T TG SCAl..E: '."::C .. i:'..-''\
rPLANTINGS
-EDGE OF PLANT BED, CURB
WALK, FENCE OR WALL
S = SPACING AS SHOWN ON PLANS TO CALCULATE
PLANTS PER SQUARE FOOT -IF SPACING (S)
S VALUE:
6"
12"
18"
24"
MULTIPLY S.F. AREA PLANTS PER S.F.
BY:
4.61
1.156
0.513
0.288
0 "c ~~~UNDCOVER PLANT SPACING
Q Q
POST TO POST CENTERS -PANEL LENGTH + 4" lYP.
HORIZONTAL PANEL MAX. 96" IN 2" INCREMENTS
POST TO POST CLEAR = PANEL LENGTH + 1" lYP ' .
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PANEL, lYP. MOUNTED FRONT ,________
AND BACK @ EACH
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#5104 CHANNEL TRIM
OR #5105 STEEL EDGE
TRIM OPTIONAL @ TOP
EDGE OF PANEL, lYP
#5145 POST CLIPS
MOUNTED FRONT & BACK@
EACH LOCATION w/
STAINLESS STEEL TEK
SCREW, lYP.
#5131 FLEX "C" RINGS
@ PANEL TO PANEL
SEAM OPTIONAL
3" THICK GREENSCREEN
PANEL, lYP.
3" ROUND OR
SQUARE STEEL TUBE
w/ POST CAP, lYP.
FINISH
GRADE
POST IMBED LENGTH &
FOOTING SIZE SHOULD BE
VERIFIED BASED ON
OVER-ALL HEIGHT, WIND
LOADS & SOIL
CONDITIONS, lYP.
_J
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WHERE OCCURS, lYP.
#5137 / #5139
POST CAP
STAINLESS STEEL SELF-
TAPPING TEK SCREW
#5145 POST CLIP -
MOUNTED FRONT
AND BACK @ EACH
LOCATION, lYP.
3" ROUND OR
SQUARE STEEL TUBE
Design Two Four/Two Six,,,c.
2821 Northup Way, Suite 225
Bellevue, WA 98004 co
ph. (425) 881 -24 26 g
fax (425) 576 -5229 C'!
---+ www.design2426.com !;
Lcmdscape Architecture • At hletic Field Des ign • Irrigati on Plann i ng_js
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LANDSCAPE DETAILS
SHEET NO.
L2.1
200807
~
DEV ELOP MENT PLANNING
CITY OF RENTON
-JU L 2 3 2008
RECEI VED _J
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ELEVATIONS
SGALE, 1/8"=1'-0" (Hc::ilr-Slze, 1/lb"=l'-0 ")
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SHEET NO.
5.1
200807
DEV ELOPMENT PlAIIINING
CITY OF RENTON
JUL 2 32 008
REC EIVE D
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N88"46'24"W
REVISIONS DATE 1PPROVAL
21 '
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Cll
HOUSE
PROPERTY AREA
7,199 SQ.FT.
~~_S_. SIXTHASTREET
--v ----
Q'JERHEAO PO~'ER
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NE1/4 SE1/4 SECTION 118,
HARSTAD CONSULTANTS
CIVIL ENGINEERS• LAND SURVEYORS
2024 W. Lake Sammamish Pwy. NE• Redmond. WA. 98052
(425) 747-8336 TEL e (425) 643-6020 FAX
1"=10'
GRAPHIC SCALE 1 "=10'
0 10 20 30
BASIS OF BEARINGS
CITY OF RENTON -NAO 83 (1991)
VERTICAL DATUM
CITY OF RENTON NAVO 1988
CITY OF RENTON BENCH MARKS
BENCH MARK 1920
FOUND 3" BRASS DISK STAMPED "KING COUNTY SURVEY
MONUMENT EN-61 1973" IN SIDEWALK ON THE WEST
SIDE OF RAINIER AVENUE SOUTH. LOCATED ON NORTH SIDE
OF SOUTHERLY DRIVEWAY TD BUILDING AT 604 RAINIER
AVENUE SOUTH.
ELE. 27.867 US FEET
BENCH MARK 2102
FOUND A STANDARD COAST & GEODETIC SURVEY (CGS)
BENCH MARK BRASS DISK, NGS ARCHIVE NO. SY0625,
STAMPED "TT 249" (ALTHOUGH THE STAMPING IS NOT
LEGIBLE), IN THE TOP OF THE SOUTHERLY END OF
THE NORTHEASTERLY CONCRETE WINGWALL OF THE
BURLINGTON-NORTHERN RAILROAD BRIDGE OVER
RAINIER AVENUE, APPROXIMATELY 12' ABOVE RAINIER
AVENUE, APPROXIMATELY 6.7' NORTHERLY OF THE
NORTHERLY RAIL OF THE NORTHERLY TRACK,
APPROXIMATELY 2.5' NORTHERLY OF THE NORTHERLY
END OF THE EASTERLY CONCRETE ABUTMENT AND
APPROXIMATELY 3' LOWER THEN THE TRACK.
ELE. 35.754 US FEET
LEGEND
e -SET 1/2'" REBAR W/CAP
SSMH -SANITARY SEWER MANHOLE
SDMH -STORM DRAIN MANHOLE
WPP -WOOD POWER POLE
WPP/TRNS/UGP -WOOD POWER POLE W/TRANSFDRMER .
W/UNDERGROUND POWER CONDUIT
UGV -UNDERGROUND POWER VAULT
JB -JUNCTION BOX
CB -CATCH BASIN
FL -FLOW LINE OR CURB BUTTER LINE
GV -GAS VALVE
LITE -STREET LIGHT
FH -FIRE HYDRANT
WM -WATER METER
WV -WATER VALVE
PM -POWER METER
TP -TELEPHONE PEDESTAL
WCR -WHEEK CHAIR RAMP
DEC -DECIDUOUS
PM -POWER METER
GM -GAS METER
LEGAL DESCRIPTIONS
PARCEL A
THE NORTH HALF OF LOT(S) 23 AND ALL OF LOT 24. BLOCK 2,
SMITHER'S FIFTH ADDITION TO THE TOWN OF RENTON, ACCORDING
TO THE PLAT THEREOF RECORDED IN VOLUME 16 OF PLATS, PAGE(S)
33, IN KING COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON
PARCEL B
LOT 22 AND THE SOUTH HALF OF LOT 23, BLOCK 2, SMITHER'S FIFTH
ADDITION TO THE TOWN OF RENTON, ACCORDING TO THE PLAT THEREOF,
RECORDED IN VOLUME 16 OF PLATS, PAGE 33, IN KING COUNTY,
WASHINGTON.
NOTES
1. WORK PERFORMED IN CONJUNCTION WITH THIS SURVEY UTILIZIED THE
FOLLOWING EQUIPMENT AND PROCEDURES.
A. LEICA TCR-405 TOTAL STATION MAINTAINED TO MANUFACTURER'S
SPECIFICATIONS OF WAC-332-130-100.
8. FIELD TRAVERSE EXCEEDING REQUIREMENTS OF WAC-332-130-090.
2. THE LEGAL DESCRIPTIONS AND EASEMENTS USED FOR PARCELS A AND 8
WERE TAKEN FROM OLD REPUBLIC TITLE AND ESCROW COMPANY TITLE
COMMITMENT -ORDER N0.5207064955 DATED MARCH 31, 2008 AND FROM
CHICAGO TITLE INSURANCE COMPANY COMMITMENT -ORDER N0.1233994
DATED MARCH 14, 2007, RESPECTIVELY.
3. PARCEL A IS SHOWN AS SURVEYED ON MAY 9. 2008. PARCEL BIS SHOWN
AS SURVEYED ON APRIL 2. 2007.
4. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY
THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT
THE GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITIES
SHOWN HEREON MAY HAVE BEEN TAKEN FROM THE PUBLIC RECORDS
AND ARE APPROXIMATE ONLY. HARSTAD CONSULTANTS ASSUMES NO
RESPONSIBILITY FOR THE ACCURACY OF PUBLIC RECORDS.
5. PARCEL A IS SUBJECT TO A WATER LINE EASEMENT DESCRIBED IN
INSTRUMENT UNDER RECORDING N0.3366403. THE LEGAL DESCRIPTION
FOR THE EASEMENT DOES NOT SHOW THE EASEMENT WIDTH AND IS
AMBIGUOUS. THE EASEMENT APPEARS TO RUN WESTERLY ALONG
6.
S. FOURTH STREET WHICH LIES NORTH OF THE SUBJECT PROPERTY WHICH
MEANS IT IS NOT AN EASEMENT IF IT LIES WITHIN A RIGHT OF WAY. HARSTAD CONSULTANTS RECOMMENDS YOU CONSULT WITH OLD REPUBLIC
TITLE AND ESCROW REGARDING THIS EASMENT.
PARCEL BIS SUBJECT TO AN EASEMENT FOR ELECTRIC TRANSMISSION
AND/OR DISTRIBUTION LINE AS DESCRIBED IN INSTRUMENT UNDER
RECORDING NO. 1237964 DATED AUGUST 18, 1918. THE EXACT LOCATION AND WIDTH OF SAID EASEMENT CANNOT BE DETERMINED BECAUSE OF AN
INADEQUATE DECRIPTION OF THE EASEMENT. HARSTAD CONSULTANTS , 'NiNG
HAS EXAMINED THE EASEMENT AND DETERMINED THE EASEMENT PROB-OEVELOTYP~fWeW'tr.1 ABLY LIES WEST OF THE SUBJECT PROPERTY (PROBABLY IN THE ALLEY Cl
WEST OF THE SUBJECT PROPERTY. THERE IS A OVERHEAD POWER LINE JUL 2 3 2008
RECEIVED
IN THE ALLEY AS SHOWN ON THE SURVEY.
TOWNSHIP 23 NORTH, RANGE 5 EAST. W.M.
CAPITAL HOMES JOB NO 08034
DATE MAY 2008
SCALE AS SHOWN
1-------------------------------1 DRAWING BY NZ
TOPOGRAPHY, BOUNDARY AND UTILITY SURVEY
LOTS 22, 23 AND 24, BLOCK 2, SMITHER'S
FIFTH ADDITION TO THE TOWN OF RENTON OF 1 CD
)
ABANDON EXISTIN
SIDE SEWER
CONNECTION
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PARCEL A
55,590 SF
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PRELIMINARY GRADING ,,,/
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21
CUT N s. 639 CUBIC YARDS ,,.-··"'
FILL N O CUBIC YARDS _,,/"/"
EXC<IVAmJ MATERIAL TO 8£ REMOVED FROAI SIT£ HAUL
ROUTE AND DISPOSAL LOCATION TO BE DETERMINED.
FIRE SPRINKLER SYSTEM
SEPERA TE FROM DOMESTIC
HO
CALL 2 DAYS
BEFORE YOU DIG
1 -800-424-5555
GRAPHIC SCALE 1·-10· -----------------0 10 20 30 {UNDERGROUND UTILITY LOCATIONS ARE APPROX .) .------------~ DESIGNED BY
LI/D OSBORN CONSULTING, INC.
10800 NE 8th Street, Suite 150
Bellevue, WA. 98004
Ph ( 425) 451-4009
Fax (425) 451-4901
NO. DA1E
\-ill
REVISION
· Q\/~RnE.A8 : PO~ -~: -. ·'
<· '·' : . . , .c.: , , ,
l ...
BY
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EXIST ING
FI RE
H YDRAN T
Capital Homes, LLC
16603 -107th PL NE
Bothell, WA 98011-4044
r 6 . . . .?.1 ··=····1
!,,~,_,.,~ --•••••m,--m~ !
WATER NOTES
EXISTING BUILDING
EXISTING UTIMTIES
PROPERTY u }E
LEGEND
, I
EXISTING WA TfR ffETER
I
APPROX. EXISTING PA 'IEMENT
EXISTING SIDEWALK/DRl'IEWA Y
•
PROP. UTILITY
PROPOSED ROOF AND FOOTING DRAIN
PROPOSED CATCH BASIN
PA 'IEMENT REPAIR PER STD. PLAN XX
PROPOSED WATER METER
PROPOSED PA 'IEMENT
I. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION.
2. CONTRACTOR SHALL NOTIFY THE RENTON WATER DEPARTMENT A MINIMUM OF 72 HOURS IN ADVANCE OF ALL REQUESTS FOR STAKING,
TESTING, OR INSPECTION.
3. DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR CONTROL REQUIRED AT THE TIME OF STAKING.
4. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL WHERE REQUIRED BY THE DETAIL SPECIFICATIONS AND FOR VARIATION
FROM THE APPROVED DESIGN. ENGINEERING -IS TO BE NOTIFIED PRIOR TO ANY FIELD CHANCES.
5. CONTRACTOR SHALL INSTALL EQUIPMENT IN 'A CCORDANCE WITH MANUFACTURERS ' RECOMMENDATIONS AND RENTON WATER
DEPARTMENT SPECIF/CATIONS. ;
6. CONTRACTOR TO FURNISH ALL MATERIALS.
7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52.
8. ALL GA TE VAL l<f'S SHALL BE MUELLER OR APPROl<f'D EQUAL.
9. ALL COUPLINGS SHALL BE SMITH-BLAIR SERIES 431 OR 43.J, OR APPROl<f'D EQUAL.
10. CONTRACTOR IS RESPONSIBLE FOR l<f'RIFY!NG ALL EXISTING PIPE TYPES AND SIZES FOR COUPLINGS AND CONNECTIONS.
11. ALL PIPE SHALL HA~ A MINIMUM 3-1/2 FOOT COl<f'R.
12. DEl<f'LOPER TO PAY FOR CITY INSPECTION AND PERMIT FEES.
13. COORDINATE METER LOCATIONS WITH THE RENTON WATER DEPARTMENT.
14. NO CHANGES ARE TO BE MADE WITHOUT WRITTEN APPROVAL BY RENTON WATER DEPARTMENT.
15. REFER TO RENTON WATER DEPARTMENT SP[.CIFICA TIONS FOR ALL REMAINING NOTES AND DETAILS.
16. TRENCHES SHALL BE BACKFILLED AND COMPACTED TO BOX MAXIMUM DENSITY {ASTM 0-1557). ALL IMPORTED FILL MATERIAL SHALL
BE BANK RUN GRAVEL, CLASS B. BACKFILL SHALL BE COMPACTED IN SUCCES.SIVE LA 'r'ERS NOT EXCEEDING 8 INCHES IN LOOSE
THICKNESS.
17. DETRIMENTAL AMOUNTS OF ORGANIC MATERIAL SHALL NOT BE PERMITTED IN BACKFILLS. ND ROCK OR OTHER IRREDUCIBLE MATERIAL
WITH A MAXIMUM DIMENSION CREA TER THAN , 12 INCHES SHALL BE BURIED OR PLACED IN FILLS.
18. ALL EXISTING UTILITIES SHOWN ON THESE PLANS WERE OBTAINED FROM A FIELD SURl<f'Y AND FROM AVAILABLE PUBLIC RECORDS.
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES WHICH MAY CONFLICT WITH CONSTRUCTION, WHETHER SHOWN ON
THESE PLANS OR NOT. ENGINEERING DOES NOT WARRANT THAT ALL UTILITIES HA VE BEEN SHOWN.
19. REFER TO CONTRACT SPECIF/CATIONS FOR ALL REMAINING NOTES AND DETAILS.
20. CONTRACTOR SHALL NOTIFY ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE OF ALL REQUESTS FOR STAKING, TESTING, OR
INSPECTION. ,
21. IT SHALL BE TH£ CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE TELEPHONE COMPANY, THE GAS COMPANY, THE POWER COMPANY,
AND THE CABLE TELEVISION COMPANY PRIOR TO CONSTRUCTION SO THAT THESE OTHER UllLITIES CAN PREPARE THE NECESSARY
PLANS FOR THE EXTENSION OF THEIR RESP£CTll<f' UTILITIES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THESE
ACTIVITIES DURING CONSTRUCTION.
22. A COPY OF THIS PLAN MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
GENERAL DRAINAGE NOTES 1
UNLESS OTHERWISE SPECIFIED: 1
I. DUCTILE IRON PIPE SHALL BE PER ANSI A21.51 CLASS 50 WITH PUSH-ON JOINTS. AmNGS FOR DUCTILE IRON PIPE SHALL BE DUCTILE
PER ANSI A21.SJ WITH PUSH-ON JOINTS. GLANDS ON MECHANICAL JOINT PIPE AND AmNGS SHALL BE DUCTILE.
2. PVC PIPE AND FITllNGS SHALL BE PER ASTM 03034, S0R35 WITH RUBBER GASKET JOINTS.
3. BEDDING SHALL BE CLAS.S B FOR ALL PIPE, E:XCEPT DUCTILE IRON PIPE, WHICH SHALL BE CLASS D. BEDDING MATERIAL FOR PVC PIPE
SHALL BE MINERAL AGGREGATE TYPE 22 OR EQ/JAL .. BEDDl/'jG MATERIAL FOR PVC PIPE SHALL BE MECHANICALLY COMP~CTED TO 95J: OF
MAXIMUM DRY DENSITY AS MEASURED BY ASlM--D-698. ---
4. TEES ON EXISTING PIPE OR ON NEW PIPE WlrHOUT PREFABRICATED TEES SHALL BE CONNECTED BY CORE DRILLING ANO FLEXIBLE
CONNECTION. SEE SPECIF/CATIONS.
5. TEES. CATCH BASIN CONNECTIONS, SIDE SEWERS. AND SERVICE DRAINS SHALL BE PLACED AT A MINIMUM SLOPE OF 2J: AND A
MAXIMUM SLOPE OF 50% I
6. SERVICE DRAINS AND SIDE SEWERS SHALL BE CONNECTED OR RECONNECTED AS APPROl<f'D BY THE INSPECTOR.
7. RELAY EXISTING SERVICE DRAINS AND SIDE SEWERS TO CLEAR OVER OR UNDER THE NEW UTILITY AS APPROVED BY THE INSPECTOR.
8. WHERE A NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, POL YE:THYLENE PLASTIC FOAM SHALL BE PLACED AS A
CUSHION BETWEEN THE UTILlllES. f0f;,;~EA~iA'tiP:/~s 5/f!ccffoWfoRtl~'f iir:E~~JACK FILLED UNTIL THE PIPE HAS BEEN INSPECTED AND APPROl<f'D AND THE
ID. NEW SERVICE DRAIN CONNECTIONS TO THE MAINLINE SHALL BE INSTALLED AT A 90 DEGREE ANGLE TO THE MAIN LINE SEWER {IN
PLAN VIEw,). :
11. BEFORE EXCAVATING FOR SERVICE DRAIN WORK, THE CONTRACTOR SHALL REVIEW INFORMATION A VAILABE FROM THE CITY TO VERIFY
ftf;!Ol/,g,/Z~o'f~'4v'J?/:.~JFB7:'t:T~f,, ~~A't,;s°tRfo:i!11~EL5f~bJrf~~":.,~~'J/{~ETHfs~!jf/}ff g;o::i. SHALL ALSO CHECK THE
12. BASEMENT PARKING WILL BE GRADED TO A SINGLE CATCH BASIN WHICH WILL DISCHARGE TO THE DUPLEX PUMP SYSTEM.
13. DUPLEX PUMP SYSTEM WILL PUMP ALL FOOT/NG AND BASEMENT PARKING DRAINAGE TO GRAVITY SYSTEM LOCATED IN WHITWORTH
A VENUE SOUTH. I
SANITARYSEWER NOTES
r.NifJ!TIL~"Jf/J:%prE~1f0~E PER ANSI A21.51 CLAS.S 50 WITH PUSH-ON JOINTS. FlmNGS FOR DUCTILE IRON PIPE SHALL BE DUCTILE
PER ANSI A21.SJ WITH PUSH-ON JOINTS. GLANDS ON MECHANICAL JOINT PIPE AND AmNGS SHALL BE DUCTILE.
2. PVC PIPE AND FITTINGS SHALL BE PER ASTM 03034, S0R35 WITH RUBBER GASKET JOINTS. PVC PIPE FOR PSS AND PSD SHALL BE
TESTED FOR EXCESSIVE DEFLECTION WITH A MANDREL PER SECTION 7-17.3{4} OF THE SPECIFICATIONS.
3. BEDDING SHALL BE CLASS B FOR ALL PIPE EXCEPT DUCTILE IRON PIPE, WHICH SHALL BE CLASS D. BEDDING MATERIAL FOR PVC PIPE
SHALL BE MINERAL AGGREGATE TYPE 22 OR EQUAL. BEDDING MATERIAL FOR PVC PIPE SHALL BE MECHANICALLY COMPACTED TO 95J:
OF MAXIMUM ORY DENSITY AS MEASURED BY.ASTM 0-698.
4. TEES ON EXISTING PIPE OR ON NEW PIPE WITHOUT PREFABRICATED TEES SHALL BE CONNECTED BY CORE DRILLING AND FLEXIBLE
CONNECTION. SEE SPECIF/CATIONS. '
5. TEES AND SIDE SEWERS SHALL BE PLACED AT A MINIMUM SLOPE OF 2J: AND A MAXIMUM SLOPE OF 50%
6. SIDE SEWERS SHALL BE CONNECTED OR RECONNECTED AS APPROl<f'D BY THE INSPECTOR.
7. RELAY EXISTING SERVICE DRAINS AND SIDE SEWERS TO CLEAR OVER OR UNDER THE NEW UTILITY AS APPROVED BY THE INSPECTOR.
8. WHERE A NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, POL YE:THYLENE PLASTIC FOAM SHALL BE PLACED AS A
CUSHION BETWEEN THE UTILITIES.
9. SIDE SEWERS SHALL NOT BE BACK FILLED UNTIL THE PIPE HAS BEEN INSPECTED AND APPROl<f'D AND THE LOCATION AND DEPTH IS
RECORDED BY THE INSPECTOR.
Santa Barbara Unit Hydrograph Peak Flow Calculations
Peak fiow totals per storm Existing Proposed Difference
Storm
Precip
(in/hr)
2 yr Storm 2
10 yr Storm 2.9
100 yr Storm 3.9
Total Runoff (ft'/s)
,,
Existing Proposed Difference
0.059 0.148 0 .089
0.105 0 .220 0.115
0.162 0.299 0.137
Whitworth Townhomes
Utilities, Grading, Drainage Contol
Renton, WA
Impervious Surface (ft') 6 ,284 14,398 8 ,114
Pervious Surface (ft') 8,114 0 -8 , 114
Time of Conc.(Tc)(min) 20 6
Total Surface 14 ,39 8 14,398
Pervious Curve
Number(CNp) 77 86
JOBI I DWG DA1E
lt1-0U10l1-1/7.:J../t'Je,
SCALE SHEET
H: l"-lo' V: n/a C-1 of C-1
MENT PLANNIN G
DEV'aW OF RENTON
Jlll 2 ~ 2008
RECE\VED
J
ABANDON EXISllNur-"""''
SIDE SEWER
CONNECTION
>-
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w
c:::'
~
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CALL 2 DAYS
BEFORE YOU DIG
1 -800-424-5555
(UNDERGROUND UTILllY LOCATIONS ARE APPROX.) ----'--
GRAPHIC SCALE 1"=10' ---------------0 10 20 30
DESl~~BY OSBORN CONSULTING, INC.
DRAl'IN BY
LVD
CHECKED BY
T..k?
10800 NE 8th Street, Suite 150
Bellevue, WA. 98004
Ph (425) 451-4009
Fax (425) 451-4901
NO. DATE
/,.
(,,
REVISION BY
c_ I~
Capital Homes, LLC
16603 -107th PL NE
Bothell, WA 98011-4044
LEGEND
---·--·-PROPERTY LINE
ffi EXIS77NG WA TER METER
APPROX EXIS77NG PA 'IEMENT
... ,, . ., ,,..,.,, .. !
"' · d -" i EXIS77NG SIDEWALK/DRl'IEWA Y
c---·-··-··-·;,J
WATER NOTES
' ~ . ~
PROP. U77LITY
PROPOSED ROOF AND F0077NG DRAIN
PROPOSED CATCH BASIN
PA 'IEMENT REPAIR PER STD. PLAN XX
PROPOSED WATER METER
PROPOSED PA 'IEMENT
1. CONTRACTOR SHALL VERIFY All EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION.
2. CONTRACTOR SHALL NOTIFY THE RENTON WATER DEPARTMENT A MINIMUM OF 72 HOURS IN ADVANCE OF All REQUESTS FOR STAKING,
TESTING, OR INSPECTION .
.J. DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR CONTROL REQUIRED AT THE TIME OF STAKING.
4. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL WHERE REQUIRED BY THE DETAIL SPECIFICATIONS ANO FOR VARIA770N
FROM THE APPROVED DESIGN. ENGINEER/NG IS TO BE N077FIEO PRIOR TO ANY FIELD CHANGES.
5. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURERS' RECOMMENOA TIONS ANO RENTON WATER
DEPARTMENT SPECIF/CA 770NS.
6. CONTRACTOR TO FURNISH All MATERIALS.
7. All DUCTILE IRON PIPE SHALL BE CLASS 52.
8. All GA TE VALVES SHALL BE MUELLER OR APPROVED EQUAL.
9. ALL COUPLINGS SHALL BE SMITH-BLAIR SERIES 431 OR 433, OR APPROVED EQUAL.
10. CONTRACTOR IS RESPONSIBLE FOR VERIF'YING All EXISTING PIPE TYPES AND SIZES FOR COUPLINGS AND CONNEC770NS.
11. All PIPE SHALL HAVE A MINIMUM .J-1/2 fOOT COVER.
12. DEVELOPER TO PAY FOR CITY INSPECTION 'AND PERMIT FEES.
1.J. COORDINATE METER LOCATIONS W/71-1 Tl-IE RENTON WATER DEPARTMENT.
14. NO CHANGES ARE TO BE MADE WITI-IOUT Wf?ITTEN APPROVAL BY RENTON WATER DEPARTMENT.
15. REFER TO RENTON WATER DEPARTMENT SPECIF/CA 770NS FOR ALL REMAINING NOTES ANO DETAILS.
16. TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 907' MAXIMUM DENSITY (ASTM D-1557). ALL IMPORTED ALL MATERIAL SHALL
BE BANK RUN GRAVEL, CLASS B. BACKFILL SHALL BE COMPACTED IN SUCCESSIVE LAYERS NOT EXCEEDING 8 INCHES IN LOOSE
71-1/CKNESS.
17. DETRIMENTAL AMOUNTS OF ORGANIC MATERIAL SHALL NOT BE PERMITTED IN BACKFILLS. NO ROCK OR OTI-IER IRREDUCIBLE MATERIAL
W/71-1 A MAXIMUM DIMENSION GREATER TI-IAN 12 INCHES SHALL BE BURIED OR PLACED IN FILLS.
18. ALL EXISTING UTILITIES SHOWN ON TI-/ESE PLANS WERE OBTAINED FROM A FIELD SURVEY ANO FROM AVAILABLE PUBLIC RECORDS.
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES WHICH MAY CONFLICT W/71-1 CONSTRUC770N, WHETI-IER SHOWN ON
TI-IESE PLANS OR NOT. ENGINEERING DOES NOT WARRANT Tl-IA T All UTILITIES HA VE BEEN SHOWN.
19. REFER TO CONTRACT SPECIF/CA 770NS FOR All REMAINING NOTES AND DETAILS.
20. CONTRACTOR SHALL NOTIFY ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE OF ALL REQUESTS FOR STAKING, TES77NG, OR
INSPECTION.
21. IT SHALL BE Tl-IE CONTRACTOR'S RESPONSIBILITY TO NOTIFY Tl-IE TELEPHONE COMPANY, Tl-IE GAS COMPANY, Tl-IE POWER COMPANY,
ANO Tl-IE CABLE TELEVISION COMPANY PRIOR TO CONSTRUCTION SO Tl-IA T TI-IESE OTI-IER UTILITIES CAN PREPARE Tl-IE NECESSARY
PLANS FOR Tl-IE EXTENSION OF TI-IEIR RESPECTIVE U77LITIES. IT SHALL BE Tl-IE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THESE
ACTIVl77ES OUR/NG CONSTRUCTION.
22. A COPY OF 71-1/S PLAN MUST BE ON SITE WHENEVER CONSTRUC770N IS IN PROGRESS.
GENERAL DRAINAGE NOTES
UNLESS OTI-IERWISE SPECIFIED:
1. DUCTILE IRON PIPE SHALL BE PER ANSI A21.51 CLASS 50 W/71-1 PUSH-ON JOINTS. AmNGS FOR DUCTILE IRON PIPE SHALL BE DUCTILE
PER ANSI A21.5.J W/71-1 PUSH-ON JOINTS. GLANDS ON MECHANICAL JOINT PIPE ANO FJmNGS SHALL BE DUCTILE.
2. PVC PIPE ANO FJmNGS SHALL BE PER ASTM O.JO.J4, SOR.JS W/71-1 RUBBER GASKET JOINTS.
.J. BEDDING SHALL BE CLASS B FOR ALL PIPE :EXCEPT DUCTILE IRON PIPE, WHICH SHALL BE CLASS D. BEDDING MATERIAL FOR PVC PIPE
SHALL BE MINERAL AGGREGATE TYPE 22 OR EQUAL. BEDDING MA TERIA!c FOR PVC PIPE SHALL BE MECHANICAll Y COMPACTED TO 95X·OF ---
tAx;ffsM rf!tixffffJ;;n;I~% ~AJ%R~:;;;:
1
·tioJi"i'REFABRICA TED TEES SHALL BE CONNECTED BY CORE DRILLING ANO FLEXIBLE
CONNECTION. SEE SPECIF/CA 170NS.
5. TEES, CATCH BASIN CONNECTIONS, SIDE SEfi?S. ANO SERVICE DRAINS SHALL BE PLACED AT A MINIMUM SLOPE OF 27' AND A
:AX~tffi°!:~10:S ~t~ SIDE SEWERS SHALL BE CONNECTED OR RECONNECTED AS APPROVED BY Tl-IE INSPECTOR.
7. RELAY EXIS77NG SERVICE DRAINS ANO SIDE SEWERS TO CLEAR OVER OR UNDER Tl-IE NEW UTILITY AS APPROVED BY Tl-IE INSPECTOR.
8. WHERE A NEW PIPE CLEARS AN EXIS77NG OR NEW UTILITY BY 6" OR LESS, POL YETI-IYLENE PLASTIC FOAM SHALL BE PLACED AS A
CUSHION BETWEEN Tl-IE UTILITIES.
9. SERVICE DRAINS AND SIDE SEWERS SHALL NOT BE BACK FILLED UNTIL Tl-IE PIPE HAS BEEN INSPECTED AND APPROVED ANO Tl-IE
LOCATION AND DEPTH IS RECORDED BY THE INSPECTOR.
10. NEW SERVICE DRAIN CONNECTIONS TO Tl-IE MAINLINE SHALL BE INSTALLED AT A 90 DEGREE ANGLE TO THE MAIN LINE SEWER (IN
PLAN VIEW}.
11. BEFORE EXCA VA 77NG FOR SERVICE DRAIN IIORI(, Tl-IE CONTRACTOR SHALL REVIEW INFORMA 770N A VAILABE FROM Tl-IE CITY TO VERIFY
ELEVATIONS AND LOCATIONS OF Tl-IE STORM DRAIN OR COMBINED SEWER INFRASTRUCTURE. Tl-IE CONTRACTOR SHALL ALSO CHECK Tl-IE
INFORMATION MADE A VAILABLE BY THE CITY TO ENSURE Tl-IA T FIELD CONDITIONS MATCH Tl-IE AS-BU/LT DA TA.
12. BASEMENT PARKING Will BE GRADED TO A SINGLE CATCH BASIN WHICH WILL DISCHARGE TO Tl-IE DUPLEX PUMP SYSTEM.
1.J. DUPLEX PUMP SYSTEM WILL PUMP ALL FOOTING ANO BASEMENT PARKING DRAINAGE TO GRAVITY SYSTEM LOCATED IN WHITWORTI-I
A VENUE SOUTI-I.
SANITARYSEWER NOTES
UNLESS OTHERWISE SPECfF!tb:
1. DUCTILE IRON PIPE SHALL BE PER ANSI A21.51 CLASS 50 W/71-1 PUSH-ON JOINTS. FJmNGS FOR DUCTILE IRON PIPE SHALL BE OUC77LE
PER ANSI A21.5.J W/71-1 PUSH-ON JOINTS. GLANDS ON MECHANICAL JOINT PIPE ANO FlmNGS SHALL BE DUCTILE.
2. PVC PIPE AND FJmNGS SHALL BE PER ASTM O.JO.J4, SOR.JS W/71-1 RUBBER GASKET JOINTS. PVC PIPE FOR PSS AND PSO SHALL BE
TESTED FOR EXCESSIVE DEFLEC170N W/71-1 A MANDREL PER SECTION 7-17..J(4} OF Tl-IE SPECIFICATIONS.
.J. BEOOING SHALL BE CLASS B FOR All PIPE EXCEPT DUCTILE IRON PIPE, WHICH SHALL BE CLASS 0. BEOO/NG MATERIAL FOR PVC PIPE
SHALL BE MINERAL AGGREGATE TYPE 22 OR EQUAL. BEDDING MATERIAL FOR PVC PIPE SHALL BE MEGHAN/CALLY COMPACTED TO 957'
OF MAXIMUM ORY DENSITY AS MEASURED BY ASTM 0-698.
4. TEES ON EXISTING PIPE OR ON NEW PIPE WITI-IOUT PREFABRICA TEO TEES SHALL BE CONNECTED BY CORE DRILLING ANO FLEXIBLE
CONNEC170N. SEE SPECIF/CA 770NS.
5. TEES ANO SIDE SEWERS SHALL BE PLACED AT A MINIMUM SLOPE OF 27' ANO A MAXIMUM SLOPE OF 50%
6. SIDE SEWERS SHALL BE CONNECTED OR RECONNECTED AS APPROVED BY Tl-IE INSPECTOR.
7. RELAY EXISTING SERVICE ORA/NS ANO SIDE SEWERS TO CLEAR OVER OR UNDER Tl-IE NEW U77LITY AS APPROVED BY Tl-IE INSPECTOR.
8. WHERE A NEW PIPE CLEARS AN EXISTING OR t NEW UTILITY BY 6" OR LESS. POLYETI-IYLENE PLASTIC FOAM SHALL BE PLACED AS A
CUSHION BETWEEN Tl-IE UTILITIES.
9. SIDE SEWERS SHALL NOT BE BACK FILLED UNTIL Tl-IE PIPE HAS BEEN INSPECTED ANO APPROVED AND Tl-IE LOCA 770N ANO DEPTI-I IS
RECORDEO BY THE INSPECTOR.
Storm
2 yr Storm
10 yr Storm
100 yr Storm
Peak flow totals per storm
Precip
(in/hr)
2
2.9
3.9
Total Runoff (ft'/s)
Existing Proposed ,Difference
0.059 0.148 . 0.089
0.105 0.220 0.115
0.162 0.299 0.137
Whitworth Townhomes
Utilities, Grading, Drainage Contol
Ren :ton, WA
Santa Barbara Unit Hydrograph Peak Flow Calculations
Impervious Surface (ft')
Pervious Surface (ft')
Time of Conc.(Tc)(min)
Total Surface
Pervious Curve
Number(CNp)
JOB#/ DWG
I0-080012-
SCALE
H: j"-jd
Existing Proposed Difference
6,284 14,398 8,114
8,114 0 -8, 114
20 6
14.398 14,398
77 86
DATE
7/27../~
SHEET
v: n/a C.I ot C.I
----~ ------~-------
)
.• .. , t. :
. '
ABANDON EXISTIN""'""'"''
SIDE SE\\£
CONNECTIO
>-
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DRAIN
--s• lRENCH DRAIN
>..i,,--~-----------------------
(-i
LI I[.
N88038'05 "W
R=25
PRELIMINARY GRADING
QUANTITIES:
CUT N 5,639 CUBIC YARDS
Fill N O CUBIC YARDS .,.
EXCAVATED MATERIAL TO BE REMOVED FROM SITE. HAUL
ROUTE AND DISPOSAL LOCATION TO 8£ DETERMINED.
CALL 2 DAYS
BEFORE YOU DIG
/
PARCE L A
55,590 SF
FF = +31.00 '
PARCE L B
r
2 1
119.99
HO
GRAPHIC SCALE 1·-10' -------1 -800-424-5555 ----------0
.-----_.(U~NDERGROUND UTIUlY LOCATIONS ARE APPROX.}
DESIGNED BY
LVP OSBORN CONSULTING, INC.
10800 NE 8th Street, Suite 150
Bellevue, WA. 98004
Ph (425) 451-4009
Fax ( 425) 451-4901
10 20 30
NO. DATE
PLA TERS
TIE IN : ALL ROOF, AR
NCH .DRAINS TO
S RM DRA1N SYSTE
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I
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as
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f--,;,·w
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BY
EXIS TI\JG
Flf,E
HYLJ l,A1\JT
,_
C °i -.........z u ~<§
~~u ~z 3= ll: (.cl ~,
~
Capital Homes, LLC
16603 -107th PL NE
Bothell, WA 98011-4044
EEl
..............
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4
WATER NOTES
LEGEND
EXISTING BUILDING
EXISTING UTILITIES
PROPER TY LINE
EXISTING WA TER METER
APPROX. EXISTING PAVEMENT
EXISTING SIDEWALK/DRIVEWA Y
• ooa
PROP. UTILITY
PROPOSED ROOF AND FOOTING DRAIN
PROPOSED CATCH BASIN
PAVEMENT REPAIR PER STD. PLAN XX
PROPOSED WATER METER
PROPOSED PAVEMENT
1. CONTRACTOR SHALL VERIFY ALL EXISTING U71U71£S IN TH£ FIELD PRIOR TO CONSTRUCllON.
2. CONTRACTOR SHALL NOllFY TH£ RENTON WATER D£PAR7M£NT A MIN/MUI.I OF 72 HOURS IN ADVANCE OF ALL R£QU£STS FOR STAKING,
TES71NG, OR /NSP£C710N. ,
3. D£VELOP£R/C0NTRACTOR IS RESPONSIBLE FOR CONTROL R£QU1R£D AT TH£ 71M£ OF STAKING.
4. CONTRACTOR SHALL FURNISH SHOP ORA.WINGS FOR APPROVAL WH£R£ R£QU1R£D BY TH£ DETAIL SP£C/FICA 7/0NS AND FOR VAR/A 7/0N
FROM THE APPROVED DESIGN. ENGIN££R/NG ,/S TO 8£ N071Fl£D PRIOR TO ANY FIELD CHANGES.
5. CONTRACTOR SHALL INSTALL £QUIPM£NT IN ACCORDANCE 1+1TH I.IANUFACTUR£RS' R£COMM£NDATl0NS AND RENTON WATER
D£PAR7M£NT SPECIF/CA 7/0NS.
6. CONTRACTOR TO FURNISH ALL I.IA TERIALS. ,
7. ALL DUC71L£ IRON PIP£ SHALL 8£ CLASS 52.
8. ALL GA TE VALVES SHALL BE MUELLER OR APPROVED EQUAL.
9. ALL COUPLINGS SHALL 8£ SMITH-BLAIR S£R1£S 431 OR 433, OR APPROVED EQUAL.
10. CONTRACTOR IS R£SP0NS/8L£ FOR VERIFYING ALL £X/S7ING PIP£ TYPES AND SIZES FOR COUPLINGS AND CONN£C7l0NS.
11. ALL PIP£ SHALL HA VE A 1.1/NIMUI.I J-1 /2 FOOT COW.
12. D£VEL0P£R TO PAY FOR CITY /NSP£C710N AND P£RI.IIT FEES.
13. COORDINATE 1.1£TER LOCA 7/0NS 1+1TH TH£ RENTON WATER D£PAR7M£NT.
14. NO CHANGES AR£ TO 8£ I.IAD£ 1+1THOUT WRITTEN APPROVAL BY RENTON WATER DEPARTMENT.
15. R£F£R TO RENTON WATER D£PAR7M£NT SP£CIFICA710NS FOR ALL R£1.1AINING NOTES AND DETAILS.
16. TR£NCH£S SHALL 8£ BACKFILLED AND COMPACTED TO 90X I.IAXIMUI.I DENSITY (AS7M D-1557). ALL II.IPORTED ALL I.IA TERIAL SHALL
8£ BANK RUN GRAVEL, CLASS 8. BACKFILL SHALL 8£ COI.IPACTED IN SUCCESSIVE LA '/'£RS NOT EXCEEDING 8 INCHES IN LOOS£
THICKNESS.
17. D£TR/1.1£NTAL AI.IOUNTS OF ORGANIC MATERIAL SHALL NOT 8£ P£RI.IITTED IN BACKFILLS. NO ROCK OR OTHER IRR£DUCl8L£ I.IA TERIAL
1+1TH A I.IAXIMUI.I DIMENSION GR£A lER THAN 12 INCHES SHALL 8£ 8URl£D OR PLACED IN FILLS.
18. ALL £XIS7ING U71Ll7l£S SHOWN ON TH£S£ PLANS WER£ OBTAINED FROI.I A FIELD SURVEY AND FROM A VAILABL£ PUBLIC RECORDS.
CONTRACTOR SHALL 8£ R£SPONSIBL£ FOR LOCA 7/NG ALL Ulll/Tl£S WHICH I.IA Y CONFLICT 1+1TH C0NSTRUC7ION, WH£TH£R SHOWN ON
TH£S£ PLANS OR NOT. £NG/NEERING D0£S NOT WARRANT THAT ALL Ulll/71£S HA VE 8££N SHOWN.
19. R£F£R TO CONTRACT SP£CIFICA 7/0NS FOR ALL REMAINING NOTES AND DETAILS.
20. CONTRACTOR SHALL NOllFY £NGIN££R A 1.1/N/I.IUM OF 48 HOURS IN ADVANCE OF ALL R£QU£STS FOR STAKING. TES71NG, OR
INSP£C710N.
21. IT SHALL 8£ TH£ CONTRACTOR'S R£SPONSIBILITY TO NOllFY TH£ TEL£PHON£ COMPANY. 11f£ GAS COMPANY. TH£ POWER COI.IPANY.
AND TH£ CABLE TELEVISION COMPANY PRIOR TO CONSTRUCllON SO THAT TH£S£ OTHER Ulll/71£S CAN PR£PAR£ TH£ N£C£SSARY
PLANS FOR TH£ £XT£NS10N OF THEIR R£SP£C71VE Ulll/71£S. IT SHALL 8£ TH£ CONTRACTOR'S R£SP0NS/8/LITY TO COORDINATE TH£S£
AC71Vl71£S DURING C0NSTRUC7ION.
22. A COPY OF THIS PLAN I.IUST BE ON SITE WH£N£VER CONSTRUCllON IS IN PROGRESS.
GENERAL DRAINAGE NOTES
UNLESS OTH£Rl+1S£ SP£CIA£D:
1. DUC71L£ IRON PIP£ SHALL 8£ P£R ANSI A21.51 CLASS 50 1+1TH PUSH-ON JOINTS. AmNGS FOR DUC71L£ IRON PIP£ SHALL 8£ DUCTILE
P£R ANSI A21.5J 1+1TH PUSH-ON JOINTS. GLANDS ON I.IECHANICAL JOINT PIP£ AND FlmNGS SHALL 8£ DUC71L£.
2. Pvt' PIP£ AND AmNGS SHALL BE P£R AS7M DJOJ4, SDRJ5 1+1TH RUBBER GASKET JOINTS.
3. BEDDING SHALL 8£ CLASS 8 FOR ALL PIP£ £XC£PT DUC71l£ IRON PIPE, WHICH SHALL 8£ CLASS D. BEDDING I.IATERIAL FOR Pvt' PIP£
SHALL 8£ I.IIN£RAL AGGR£GA TE TYP£ 22 OR EQUAL. BEDDING I.IA TERIAL FOR Pvt' PIP£ SHALL 8£ 1.1£CHANICALL Y COMPACTED TO 95X OF
I.IAXII.IUI.I DRY DENSITY AS 1.1£ASUR£D BY AS7M1 D'-698.
4. TEES ON £XIS7ING PIP£ OR ON N£W PIP£ 1+1THOUT PR£FABRICA TED TEES SHALL 8£ CONNECTED BY COR£ DRILLING AND FL£XIBL£
CONN£C710N. 5££ SP£CIFICA 710NS.
5. TEES. CATCH BASIN CONN£C7l0NS, SID£ SEWERS. AND S£RV1C£ DRAINS SHALL 8£ PLACED AT A 1.1/NIMUI.I SLOP£ OF 2X AND A
I.IAXII.IUI.I SLOP£ OF 50Jl. I
6. S£RV1C£ DRAINS AND SID£ S£W£R5 SHALL 8£ CONNECTED OR R£CONN£CTED AS APPROVED BY TH£ INSPECTOR.
7. R£LA Y £XIS71NG S£RVIC£ DRAINS AND SIDE S£W£RS TO CLEAR OVER OR UNDER TH£ NEW UllLITY AS APPROVED BY TH£ INSPECTOR.
8. WH£R£ A N£W PIP£ CLEARS AN £XIS7ING OR N£W UllLITY BY 6" OR LESS. POL Y£THYl.£N£ PLAS71C FOAM SHALL 8£ PLACED AS A
CUSHION 8£7W££N TH£ U7ILl7l£S.
9. S£RV1C£ DRAINS AND SID£ S£W£RS SHALL NOT 8£ BACK FILLED UNllL TH£ PIP£ HAS 8££N INSPECTED AND APPROVED AND THE
LOCA 7/0N AND DEPTH IS R£C0RD£D BY TH£ INSPECTOR.
10. N£W SERVICE DRAIN CONN£C710NS TO TH£ lrfAINLIN£ SHALL 8£ INSTALLED AT A 90 D£GR££ ANGLE TO TH£ MAIN LIN£ S£W£R (IN
PLAN Vl£w,).
11. 8£FOR£ £XCA VA 7/NG FOR S£RV1C£ DRAIN l+VRI(, TH£ CONTRACTOR SHALL R£V/£W INFORMA 7/0N A VA/LAB£ FROM TH£ CITY TO VERIFY
£LEVA 7/0NS AND LOCA 7/0NS OF TH£ STORI.I DRAIN OR COI.IBIN£D SEWER INFRASTRUCTURE. TH£ CONTRACTOR SHALL ALSO CHECK TH£
INFORMA 7/0N 1.1AD£ A VAILABL£ BY TH£ CITY TO £NSUR£ THAT F1£LD COND/7/0NS I.IA TCH TH£ AS-BUil T DA TA.
12. 8AS£l.l£NT PARKING 1+1LL 8£ GRADED TO A SINGLE CATCH BASIN WHICH WILL DISCHARGE TO TH£ DUPLEX PUMP SYSTEM.
13. DUPLEX PUI.IP SYSTEM 1+1LL PUI.IP ALL FOOllNG AND 8AS£l.l£NT PARKING ORA/NAG£ TO GRAVITY SYSTEM LOCATED IN WHITWORTH
A VENUE SOUTH.
SANITARYSEWER NOTES
DNLtss otRtkUtst SPECiRED:
1. DUCTlL£ IRON PIP£ SHALL 8£ P£R ANSI A21.51 CLASS 50 1+1TH PUSH-ON JOINTS. FlmNGS FOR DUC71L£ IRON PIP£ SHALL 8£ DUC71L£
P£R ANSI A21.5J 1+1TH PUSH-ON JOINTS. GLANDS ON MECHANICAL JOINT PIP£ AND FlmNGS SHALL 8£ DUC71L£.
2. Pvt' PIP£ AND FtmNGS SHALL 8£ P£R AS7M DJOJ4, SDRJ5 WITH RUBBER GASKET JOINTS. Pvt' PIP£ FOR PSS AND PSD SHALL 8£
TESTED FOR £XC£SS1VE D£FL£C710N 1+1TH A I.IANDR£L P£R S£C7l0N 7-17.3{4) OF TH£ SP£CIFICA7l0NS.
3. BEDDING SHALL 8£ CLASS 8 FOR ALL PIP£ £XC£PT DUC71L£ IRON PIPE, WHICH SHALL 8£ CLASS D. 8£DDING I.IA TERIAL FOR Pvt' PIP£
SHALL BE I.IIN£RAL AGGR£GA TE TYP£ 22 OR EQUAL. BEDDING MATERIAL FOR Pvt' PIP£ SHALL BE I.IECHANICALL Y COMPACTED TO 95X
OF MAXIMUM DRY DENSITY AS MEASURED BY 'ASTM D-698.
4. TEES ON £XIS7ING PIP£ OR ON N£W PIP£ WITHOUT PR£FABRICA TED TEES SHALL 8£ CONNECTED BY COR£ DRILLING AND FL£XIBL£
CONN£C710N. S££ SP£CIFICA 710NS.
5. TEES AND SIDE S£W£R5 SHALL 8£ PLACED AT A MINII.IUI.I SLOP£ OF 2X AND A I.IAXII.IUI.I SLOP£ OF 50Jl.
6. SID£ S£W£RS SHALL 8£ CONNECTED OR R£CONN£CTED AS APPROVED BY TH£ INSPECTOR.
7. R£LA Y £X/S7ING SERVICE DRAINS AND SIDE SEWERS TO CLEAR OVER OR UNDER TH£ N£W UTILITY AS APPROVED BY TH£ INSPECTOR.
8. WH£R£ A N£W PIP£ CLEARS AN £XIS7ING OR N£W UllLITY BY 6" OR LESS. POL Y£THYI.EN£ PLAS71C FOAM SHALL 8£ PLACED AS A
CUSHION 8£7W££N TH£ U7ILl71£S.
9. SID£ S£W£R5 SHALL NOT 8£ BACK FILLED UNllL TH£ PIP£ HAS 8££N INSPECTED AND APPROVED AND TH£ LOCA 7/0N AND DEPTH IS
R£C0RD£D BY TH£ INSPECTOR.
Santa Barba ra Unit Hydrograph Peak Flow Cal c ulations
Peak flow totals per storm I Existing Proposed D ifference
Storm
Precip
(in /hr)
2 yr Sto rm 2
10 yr Storm 2 .9
100 yr Storm 3.9
Total Runoff (ft'/s)
Existing Proposed Difference
i
0 .059 0 . 148 "
'
0 .089
0 .105 0.220 I
I
0.115
'
0. 162 0.299 ' 0.137
Whitworth Townhomes
Utilities, Grading, Drainage Contol
Renton, WA
Impervious Surface (ft') 6 ,284 14 ,398 8 ,114
Pervious Surface (ft') 8,114 0 -8, 114
Time of Conc.(Tc)(min) 20 6
Total Surface 14,398 14,398
Pervious Curve
Number(CNp ) 77 86
JOB#/ DWG DAlE
IO-OBOOl2-7/2-2-/0B
SCALE SHEET
H: l"-ld V: n/a C:.I of C:.I
ENT pi.ANNING
OEV'gf/f~F REITTON
Jlll 2 3 2008
RECEIVED
L
L
PLANT SCHEDULE
TREES
• 0
L
BOTANICAL/COMMON
EXISTING TREE TO BE REMOVED / 8" E~ 1
EXISTING TREE TO REMAIN / 6" DEC 3
~ >--G1 RB
I I < <C
5 ~ LL f-
0 _J <C
f-I ~ I o__
~ ('.) (JJ
-<(
~ 0:::
. < CD
~
~GE
;
4'-6~"
60' RIGHT OF WAY--~ s 4TH ~ I UF.ET
ASPHALT ·7 \ / '\ /
I
~EXISTING 6" CAL
'\ DEC TREE TO REMAIN
~ ' I
~1-,._;-1i"Eu~rl:~~~L ~..::::=:::::=_ ____ '..::::::::::::::::.-"" ____ J\1..,., . ·1 . , : I:\ I :i "· 1·~1' JL ' ........ I ' t ·' "
:::::;;;;==~;;;;;;;;;;~~iiilii-iiiiii~l.iiiijii-~~;;;;;;;;;;;;;;.;;;;;. '!., I ,,, u, I ~·"" _______ -_______ I -i;;;;;;;;;;;.;;...;i;;;;;;;;;;.;;;;;;;;;;c=t-L>~:::::~ _l
I
I,, ,-----a I -I I
I -=---t=='~ 11 ='/! , 1·
I
STING 8" ELM TRE~, / I I TO BE REMOVED \ I
'
._ii-+----'-~~ 11, ,, " II ,,vt,,9F==;======;( I I I
/ II -I L_ ----1y 1,' r+t-~-IIL,
I, I 11 c!J:l>L ~ • · I
I : y I I ~~-=J----( : I I
] ; I ''-~_v I --1r1[;f ,\t I I"' 1--1--I ".
I I / ' I I I I ~ I .:i )
~~__,./ I I p AR CEL A I I I , I I~ I ·, ; L I I ' I 'I I ' I
I
I
-' i.-_J i..J L _ ~ '_ I I ii I: h b T I s--1r --"F -i---r _L __ -~ ..-l,IIJL-.-[--_----,--J
-+----II .r ..... 1-,. "'·,, l . J _, t---',_· ___j_J
I
i
' ' 1j___ --,v' II '··, I:: ~mnm,= I hJ I
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'~TRANCE I 11 · ,, MI:, ED-USE :BUILDING P
~
I
' '
I 0
' I
0 ' N
I
I
II I '1 1 XX,XXi SF
!1 1 I
I 11 ===o-1 [ :
I I 11 ;~' I 1 I I /··1
I , ' : / lr _ _J /m ·:'A,I I I I L ~ ~I '_I ---j]) b ~ ; 1 , 11 Ila= I I / II -===~1 1'== -=="71="1 ... I 17 ~ I L --ll I ~ I I
I I "-----,1-li+-t ----/-/ /+: ~---<'( 11 / h ,,LI 1·",i-------'1--"" -I DI I
I I I
' PA1 ' [I/ I r n 1
1
~ / !1 I A-i RESIDENTIA~ ' EL B / =~ ....... +---.u.---~-/~ ,·I 'f-' ENTRANCE
I I ii 11 . -----f-l I ,, l ~--l_l --"==----=~~=-==--::±1~" [ -11 ::: : ~ I L8J I I I I
s1s[:~1~g:vcL n--..J~ 111/1== ~ I f ''~ i ' I 1 !
-=t=-=1 == -" ! 11 I I I
t W:l =====--==-----~/ _.:.L.::..::.:::.::.=..::..:..::.:~J~.JII i i 'g; ........ I , I I I : ~ ,
N ~• --~-\ \ --------·-· __ _,,_. --·------.. ----_,,_____ • , I rn k-4" ~-----L.l·-·--!-----i-de!.-,, -'k
\ -----------'-'+-"----~-------=---------J!:=-L~"Y,4i,'l ___J_1Q~':_Q'.'__j
r-----------\------) 119'-11,fa" LEXIST. WOOD FENCE ,/ ------F -----;-----·-------------¥
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,,cf'<"'/ .1----t:XISTING HOUSf---I
TREE CUTTING LAND CLEARING PLAN
Scale: 1 "=1 o' -o" _J
Design Two Four/Two Six,m,.
1fJ 2821 Northup Way, Suite 225
Bellevue, WA 98004 co
ph , (425) 881-2426 g
fax (425) 576-5229 "! co
!---4 www.design2426.com ~
Landscape Architectu re • Athletic Field Des ign• Irrigation Plannin g_Js
--
CLEARING PLAN
SHEET NO .
L2.2
200807
DEVELOPMENT
CITY OF RE~~%NING
JUL 2 ~ 2008
RECEIVED
_J
LAND USE COMPLIANCE REFERENCE
I Slic AREA.,
-------~--------~'--"""
14,321 SF (0.95 Ac.RES) =====I ~ I ZONIN6 GLASIFIGATION, COMMERCIAL DOJ/llNTOJ/llN
----l~NE, ALLOJ/IIED,
PROPOSED,
MIXED USE INGULDIN5 COMMERCIAL, RESIDENTIAL AND PARKIN5 J ..
RESIDENTIAL 4 PARKIN5
r51TY ALL~YED~
ALLOJ/IIED , OUTRIGHT 100 D.U. / AC.RE -------]
J/IIITH ADMINISTRATIVE COND ITIONAL USE 150 D.U. / AC.RE
PROPOSED, 100 D.U. I AC.RE (55 I 0.52e,1) =========== .. ~s;;:;:,============== ALLOJ/IIED, -, Fa1=10.1D.s sTRUc.TURE 1-1E1cStiT,
PROPOSED, 58'-S 1/4" (SEE BU1LD IN6 ELEVATIONS)
[4-51-IO.I.D:4LOT COVEAAGE,.
.
ALLOJ/IIED ,
PROPOSED,
iS.00%
14.2"1% (IO,f>3'i 5F / 14,321 SF)
REQU IRED,
FRONT (TO 25'-0" IN HEl5HT), I0'-0"
FRONT (OVER 25'-0" IN HEl5HT), 15'-0 "
REAR/ SIDE (AT 5RADE), 0'-0"
PROPOSED,
FRONT (TO 25'-0"), ll'-10"
FRONT (OVER 25'-0"), IS'-0"
REAR/ SIDE (AT GRADE), 4'-S" / I'-<!"
11"15 5F
2e5t> 5F
["+el-10.ID.8 .. L.ANDSGAP. IN6, REQUIRED, L PROPOSED, -==============~-----~-----=====-=
I
OPEN SPAC-E REQUIREMENTS, REQUIRED, 50 SF/ Dv-1ELLIN6 UNIT (50 x 33=1650 SF)
PROPOSED, 9051 5F
-------------·---
4-14-S.C. OFFS~T PARKlltSo, RESIDENTIAL,
STALL TYPES,
FPERYi ous SURFACE,
REQUIRED,
PROPOSED,
RETAIL,
REQUIRED,
PROPOSED,
35 STALLS (I SPACE/ UNIT)
St, STALLS (1.3 STAL LS/ UNIT)
1 STALLS
14 STALLS
(I STALL / 333 SF)
58 STANDARD DRIVE AISLE AC.C.E551BLE, (e,'-4"x15')
<I COMPACT DRIVE AISLE ACCESSIBLE, (1'-o"xl2'-3")
I BARRIER FREE AC.C.ESSIBLE
2 BARRIER FREE AC.C.ESSIBLE, VAN
REQUIRED,
PROPOSED,
-----
18.2515 (11,l<!f> SF / 14,321 SF)
\..
SQUARE FOOT AGE SUMMARY
~---·-···-· ----· ---------
'OVERALL TOT~
LEVEL DESCRIPTION TOTAL AREA LEVEL
---·------------·-·-··----·-.. --
BASEMENT GARA<SE PLAN 11,1e,2 SF 6ELOJ/ll GRADE
...... -·. -------.. -----I · --------··-
I COMMERCIAL / RES. LEVEL I 10,E:>40 SF AT GRADE
---------
i 2 RESIDENTIAL LEVEL 2 e,,<;e,e, SF ABOVE GRADE
---.
s RES IDENTIAL LEVEL cl 8,'llf> SF ABOVE GRADE
-----------------------------·-·--
4 RESIDENTIAL LEVEL 4 e,,112 SF ABOVE 5RADE
·--~ -·. ' .
5 RESIDENTIAL LEVELS 1,0'i2 SF ABOVE GRADE
·-----·-·------------------·---·---.. ··--· i------·----·-----
TOT AL eulLDING AREA 48,4"18 5F
-----
BY OCCUPANCY
LEVEL DESCRIPTION TOTAL AREA LEVEL
BASEMENT PARKIN5 11,1e,2 SF AT GRADE
I PARKING 4,344 SF AT GRADE
I COMMERCIAL 2,2<!0 SF AT GRADE
I RESIDENTIAL 2,1f>f, SF AT GRADE
2p,4,S RESIDENTIAL UNITS 95,<!54 SF ABOVE GRADE
Note, Areas are to ext. "allo and ~I oF _e_a_rt~ Y<alls ---·····----··--·---
UNIT SUMMARY
--· ··----
UNIT TYPE DESCRIPTION AREA GT'!' AREA TOTAL LEVEL
--------
Al I BR/ I BA ~I 4 2,324 2,3,4,5
A2 I BR/ I BA 6:25 I f>2B 2
-----------------------------·-·-------
A2-olt I BR/ I BA 616 :l 1,e4e, 5,4,5 ------
AS IBR/IBA e,01 I e,01 2
--·· --·------------· -----
L AS-alt I BR/ I BA 155 9 2,25'i 0 ,4,5
A4 I BR/ I BA f,68 I e,e,e, 2
A4-alt I BR/ I BA f,60 I 8f>O 5
A5 I BR/ I BA e,21 2 l,f,54 2,5 -------· ------. ---------
Af, I BR/ I BA 150 4 2,'120 2,B,4,5
··--· -----· ··-
A1 I BR/ I BA 148 4 2,'i'i2 2,B,4,5 --------·------------
Bl 2BR/2BA 1,o-48 I IP48 I
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UNIT T'rPE DESCRIPTION GT'( % OF TOTAL
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PROJECT INFORMATION:
JOB ADDRESS
401 I 40<1 J/llH ITJ/llORTH A VE. 5.
RENTON, HA <18055
OY'INERS
K. OLE J/IIILLEY
401 J/llHITJ/llORTH AVE S
RENTON, HA qe,055
HAROLD A.DEALY
40'i J/IIHITJ/IIORTH AVE S
RENTON, HA <;e,055
PHONE,
FAX,
E-MAIL,
(20f>) 2:l4-11e.l
OLEV'llLLEY@yOMC.A5J.NET
CLIENT/DEVELOPER
CAPITAL HOMES, LLC.
20514 1:l2ND AVE. N.E .
J/IIOODINVILE , HA <;e,012
CONTAC.T, CHRIS CIRILLO
PHONE ,
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(201:>) f,f>'i-5419
(201:>J 21:>o-e.022
C.HRl5.G IRILLO@ATT.COM
TAX AGGOUNT NUMBERS
------·--------~
ASSESSORS TAX NO., PARCEL A 1841500245
ASSESSORS TAX NO., PARCEL B
~----------------
LEGAL DESCRIPTION
PARCEL A,
THE NORTI-1 HALF OF LOT(S) 25 AND ALL OF LOT 24, BLOCK 2,
SMITHER 'S FIFTH ADDITION TO THE TOJ/IIN OF RENTON, AC.CORDING
TO THE PLAT THEREOF RECORDED IN VOL.UME If> OF PLATS, PAGE(S)
55, IN KIN5 COUNTY, J/IIASHINGTON .
SITUATE IN THE COUNTY OF KING , STATE OF MSHINGTON
PARCEL B,
LOT 22 AND THE SOUTH HALF OF LOT 2:l, BLOCK 2, SMITHER'S FIFTH
ADDITION TO THE TOJ/IIN OF RENTON, AC.CORD ING TO THE PLAT THEREOF,
RECORDED IN VOLUME If> OF PLATS, PA<SE 5:l, IN KING C.OUNTY,
HASHING TON.
CONSULTANTS:
AR.C.HITECT:
TSA I architects, pile
1oe,oo NE e.TH STREET STE'*500
6ELLEYUE, HA qe,oo4
CONTACT, KENT SMUTNY
PHONE,
FAX,
E-MAIL
(425) 401-0828
(425) 401-0050
KENT5@T5AARGHITEGTS.GOM
CIVIL ENGINEER.,
OSBORN CONSUL TIN5
1oe,oo NE e.TH ST. 5TE'*l50
BELLEVUE, HA "!e.004
CONTACT, LANDON VANDYK
PHONE,
FAX,
E-MAIL,
(425) 451-400<1
le1ndon@Osbornc.oneult ing.c.om
LANDSCAPE ARCHITECTS,
DESIGN 2420 ING.
2821 NORTHUP HAY *'225
BELLEVUE, HA <18004
CONTACT, JASON M. ANDERSON
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FAX,
E-MAIL,
(425) 8e.l-242o
(425) 822-55'io
J/llJ/IIJ/ll.DESIGN242o.GOM
SURVEYOR,
HARSTAD CONSULTANTS
2024 JIil. LAKE SAMMAMISH PKY. N.E.
REDMOND, HA 'i8052
CONTACT, JEFF HARSTAD
PHONE,
FAX,
(425) 141-e.55f,
(425) 049-0020
GEOTECHINICAL ENGINEER:
R06ERT M PRIDE, LLG
15205 HOLMES PT. DR N.E.
KIRKLAND, J/IIA qe,054
C.ONTAC.T, KIRK M. PRIDE
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RES . LEVEL I 1..-1.
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~FINISHED GRADE
EXISTING GRADE
(AVG. GRADE=+S0.45')
ELEVATIONS
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..... 200807 _JC) _______ _
DEVELOPMENT PLANNING
CITY OF RENTON
JUL 2 3 2008
RECEIVED
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EXI ST ING, 5RADE
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ELEVATIONS
SCALE, 1/B"=l '-O" (Ho lf'-S ize , 1/1 6 "=1 '-0 ")
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DEV~~TYOPOMENT PLANNING
FRENTON
JUL 2 3 2008
RECEIVED
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PLANT SCHEDULE
TREES
0
0
0
@
0
0
0
0
BOTANICAL/COMMON
ACER PALMATUM 'SANGO KAKU' / CORAL BARK MAPLE
ACER RUBRUM 'BOWHALL RED' / RED MAPLE
THUJA OCCIDENTALIS 'SMARAGD' / EMERALD GREEN ARBORVITAE
BOTANICAL/COMMON
BERBERIS BUXIFOLIA 'NANA' / DWARF BARBERRY
ERICA CARNEA 'SPRINGWOOD PINK' / PINK SPRING HEATH
EUONYMUS ALATUS 'COMPACTUS' / COMPACT BURNING BUSH
LAVANDULA ANGUSTIFOLIA 'MUNSTEAD' / MUNSTEAD LAVENDER
MAHONIA AQUIFOLIUM 'COMPACTA' / COMPACT OREGON GRAPE
NANDINA DOMESTICA 'FIRE POWER' / FIREPOWER NANDINA
NANDINA DOMESTICA 'PLUM PASSION' / PLUM PASSION NANDINA
ROSMARINUS OFFICINALIS '!RENE' TM / IRENE TRAILING ROSEMARY
GROUND COVERS BOTANICAL/COMMON
CONT
B & B
B & B
B & B
CONT
1 GAL
5 GAL
5 GAL
1 GAL
1 GAL
1 GAL
5 GAL
3 GAL
CONT
COTON EASTER DAM MERI 'CORAL BEAUTY' / BEARBERRY COTON EASTER 4 "POT@ 12" OC
PACHYSANDRA TERMINALIS / JAPANESE SPURGE 4"POT@ 12" OC
PLANTING NOTES
1. ANY DISCREPANCIES WITH THE DRAWINGS AND/OR SPEC'S AND SITE CONDITIONS SHALL BE BROUGHT
TO THE ATTENTION OF THE OWNER'S REP. PRIOR TO PROCEEDING WITH CONSTRUCTION.
2. PLANTING AND IRRIGATION DRAWINGS ARE BASED UPON ELECTRONIC FILES PREPARED BY TSA
ARCHITECTS AND DATED: 07 /08.
3. ALL MATERIALS TO BE DISPOSED OF OFFSITE ARE TO BE DISPOSED OF IN A LAWFUL LANDFILL AND
IN ACCORDANCE WITH GOVERNMENT REQUIREMENTS.
4. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
CALL DIAL-A-DIG 1-800-424-5555 PRIOR TO DIGGING.
5. AVOID DAMAGE ABOVE AND BELOW GROUND TO EXISTING PLANT MATERIALS TO REMAIN.
6. PLANT MATERIAL LOCATIONS SHALL BE COORDINATED WITH SPRINKLER IRRIGATION HEAD LOCATIONS
TO AVOID CONFLICTS.
7. GROUNDCOVERS SHALL BE PLANTED IN A TRIANGULAR PATTERN AT SPACING SHOWN IN LEGEND OR
SCHEDULE. WHERE ~ROUNDCOVER ABUTS CURBING, WALLS OR WALKS, MINIMUM PLANTING DISTANCE
SHALL BE NINE (9) INCHES FROM SAME.
8. FINISH GRADES STEEPER THAN 3:1 SLOPE SHALL BE COVERED W/ EROSION CONTROL NmlNG
PRIOR TO PLANTING SEE SPECS. NmlNG SHALL BE TOP DRESSED WITH TWO (2) INCH DEPTH OF
BARK MULCH PER SPECS.
9. ALL EXISTING LANDSCAPE PLANTING AREAS DISTURBED BY WORK DESCRIBED IN THESE DRAWINGS &
SPECIFICATIONS SHALL BE RESTORED TO PRE-CONSTRUCTION CONDITION.
7' -8' MIN. HT. 3
2"CAL 1 O' -12' HT. 10
6'-8' MIN. HT. 21
38
21
16
38
36
54
17
7
QTY
1,406 SF
1,223 SF
GARBAGE d:j>
--30 /
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ST EET-LEVEL c:::t>!
ARKING I
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ENTRANCE
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2' X 2' PLANTERS
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LANDSCAPE PLAN
Scale: 1 "=1 O' -0"
_J
SfA'IE OF
WASHINaTON
RE.GiSIER£0
~J:~
LANDSCAPE PLAN
SHEET NO.
Design Two Four/Two Six,,n,.
L2.0 i 2821 Northup Way, Suite 225
Bellevue, WA 98004
ph. (425) 881-2426
fax (425) 576·5229
,1------1, www.design2426.com
co
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Landscape Architecture • Ath letic Field Design • Irrigation Planning_J~
200807
DEVELOPMENT PLANNING
CITY OF RENTON
JUL 2 3 2008
RECEIVED
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