HomeMy WebLinkAboutLUA 07-125_Large FormatL
f CH 80 PVC UNION
BRASS/BRONZE ANGLE
24" COILED WIRE
~--SPECIFIED VAULT FLUSH WITH
FlNISHED GRADE GATE VALVE RED/WHITE ---
OR EQUAL
FlNISH
GRADE~
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'VJ;; lj~~w:;'C:'. r ELECTRIC REMOTE CONTROL VALVE
SCH 80 PVC
THREADED NIPPLE ---~--
SCH. 80 ST90 --,
SCH. 80 PVC ----1.1-o-i 4" MIN.
VALVE BOX
,----EXTENSION SS T.O.E. NIPPLE · . , , AS REQUIRED -·<·--":XJ-:::'
2f~~?::,tr;:i;it~9):i(~!~~,~!t;~~f~~t-:}~~-~ ---~61~~~~~ i~:) ~~~~ALL
.. ,.,' ' '(~;;;; f~:( ONE EXTRA COIL PER VALVE BOX
PAVING BRICK
SCH. 40 PVC MAIN ---....1
18" MIN. DEPTH
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• • ·,, \, 5· DEEP PEA GRAVEL SUMP !
'----------TAPE WIRE TO SIDE OF MAIN
LINE AT 1 o' -o· o.c.
CD AUTOMATIC VALVE 1-----NOTTOSGAl.f
FINISH GRADE
SPECIFIED
COMPACTED
BACKFILL
ROTOR OR POP-UP _____ ,
SRAY SPRINKLER
3" MAX.
,,
CONCRETE WALK, MOW
STRIP, OR CURB
0:'-GRANULAR BASE
SPECIFIED TRIPLE
SWING JOINT ASSEMBLY~
SEE SPECS. \
r,;\ SHRUB/ TURF HEAD NEXT TO CURB OR WALK 0----------
18" MIN.
NOT TO sc;,oJJ!
CARSON BROOKS NO. 910
----ROUND BOX W/ LOCKING
COVER. EXTEND AS NECESSARY
.-----FlNISH GRADE
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COMPACTED SUBGRADE
'-----1" BRASS VALVE 200 WOG
RED & WHITE OR EQUAL
'------CONCRETE THRUST
BLOCK
QUICK COUPLING VALVE W/ GATE VALVE
NOT TO l3C.ALE
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IRRIGATION
Scale: 1''=10'-o"
IRRIGATION NOTES
PLAN
---!-~-COMPACTED BACKFlLL
1. DRAWING IS SCHEMATIC, ACTUAL LOCATIONS MAY VARY DUE TO
UTILITIES OR EXISTING CONDmONS. CONTRACTOR IS RESPONSIBLE
FOR LOCATING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
+--LATERAL PVC LINE
2" SAND OR ROCK FREE
SOIL AROUND ALL PIPE
PVC MAINLINE. TAPE
WIRES TO BOTTOM
SIDE OF MAIN LINE
AT 1 o· -o· o.c.
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.
~-SPECIFlED BACKFLOW PREVENTION
DEVICE WITH BALL VALVES
GATE VALVE (LINE SIZE)
SPECIFIED VAULT FLUSH WITH
FlNISHED GRADE
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SPECIFlED MAINLINE
TO ZONES
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. .i------r.i.;; .. ;;;;;;;;-;=::t-SUPPORT BLOCKS (lYPICAL)
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~----'--'--'-------CONCRETE THRUST BLOCK
'-------------------IRRIGATION SUPPLY FROM WELL
5---------® DOUBLE CHECK VALVE/ BACKFLOW PREVENTER
NOT TO ec;,t,I.E
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IRRIGATION SCHEDULE
SYMBOL
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SYMBOL
s
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:;.W-ill, =· ,= "-"'-'"< "-'-"'--"" "''-'-""~ """''*&"-'""
MANUFAr,TURER/MQPEL/DESCRIPDQN
HUNTEk'\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 15' RADIUS
SHRUB SPRAY, 6" POPUP WITH DRAIN CHECK
VALVE.
HUNTER INST-06-CV 15' RADIUS
SHRUB SPRAY, 6" POPUP WITH DRAIN CHECK
VALVE.
MANUFACTURERIMOPELIDESCRIPDON
HUNTER ICV-DC-AS
ELECTRIC REMOTE CONTROL VALVE, PLASTIC, WITH
GLOBE VALVE, DC LATCHING SOLENOID, ACCU-SET
PRESSURE REGULATOR.
RAIN BIRD 44LRC
1" QUlc;K 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".
WATER METER 3/4"
IRRIGATION LATERAL LINE: PVC CLASS 200
ONLY LATERAL TRANSmON PIPE SIZES 1" AND
ABOVE ARE INDICATED ON THE PLAN, WITH ALL
O_JERS BEING 3/4" IN SIZE.
1" 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.
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EST 30 0.7 5'
SST 30 1.3 5'x30'
180 30 1.9 15'
90 30 0.9 15'
OCT l 9 2007.
RECEIVED C:
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Design Two Four/Two Six,,oc. C
Valve Callout @~-----Valve Number
# # o-----Valve GPM
~ Valve Size i 2821 Northup Way, Suite 225
Bellevue, WA 98004
ph. (425) 881-2426
fax (425) 576-5229
+----1-www.design2426.com
Landscape Architecture • Athletic Field Design • Irrigation Pla1111lng_J
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IRRIGATION PLAN
SHEET NO.
L 1.0
200614
L
PLAN VIEW OF STAKING
PROVIDE (SJ 2° PNC ROUND STAKES
2 X D
. .,..--SPACED EVENLY AROUND TRUNK.
~ PRE-STAIN STAKES DARK ElROffi
11. ___ REl~ED RUeeER HOSE,
INTm-OGKED (SJ
oo..eLf S'IAAND 12 6A. 6Al.V.
'-----STB:L rilRE. TrilST TO Tl6HTEN
,-----'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.)
.---M----PROVIDE WATER BASIN AROUND ROOT BALL
MULCH / 2" DEPTH
(Keep mulch clear of trunk base.)
BACKFILL MIX AS SPECIFIED
CUT AND REMOVE lWINE AND BURLAP
FROM TOP AND SIDES OF ROOTBALL
(Remove all wire baskets.) Ill™¥
m11111F ~~-COMPACTED PLANTING MIX
NOTE,
OF ROOTBALL DRIVE STAl<E TO AGGEPTABLE DEPTH
TO ~y SUPPORT NEYi ~
8 DECIDUOUS TREE PLANTING DETAIL 1---------
/'l()T Ti) ·S(,J\l.f;
MULCH / 2" DEPTH
(Keep mulch clear of trunk base.)
BACKFILL MIX AS SPECIFIED
CUT AND REMOVE lWINE AND BURLAP
FROM TOP AND SIDES OF ROOTBALL
(Remove all wire baskets.)
mtlll'i,l!L-COMPACTED PLANTING MIX FOR SUPPORT
NOTE,
DRIVE STAl<E UNTIL FIRM IN
6ROUND TO SUPPORT ~
0 EVERGREEN TREE DETAIL 2---------Nm ro SCr\! __ ;=
ROOTBALL
• • NZ
~ :::;;
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--------NOT -o '.::·CA_.E
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r PLANTINGS
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~ EDGE OF PLANT BED, CURB
WALK, FENCE OR WALL
S = SPACING AS SHOWN ON PLANS
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TO CALCULATE PLANTS PER SQUARE FOOT -IF SPACING (S)
S VALUE:
6 II
12 II
18"
24 11
MULTIPLY S.F. AREA BY:
4.61
1.156
0.513
0.288
PLANTS PER S.F.
0 ""'~
0
~~UNDCOVER PLANT SPACING
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LANDSCAPE PLAN
Scale: 1"=10'-o"
NOTES
5. SUBJECT TO. ~.N EA!:iEMENT FO.R ELECTRIC TRANSMISSION AND/OR
DISTRIBUTION LINE AS DESCRIBED [N INSTRUr!EMT UNDER RECORDING
NO. 1237964 DATEO AUGUST 18, 1918. THE EXACT LOCATION AND
WIDTH OF SAID E>SEMENT CAt~NOT BE DETERMINED BECAUSE OF AN
INADEQUATE OECRIPTIOfl OF THE EASEMENT. HARSTAD CONSULTANTS
HAS EXAMINED THE EASEMENT ANO DETERMINED THE EASEMENT PROB-
ABL y LIES WEST OF THE SUB,JECT PROPERTY _(PROBABLY IN THE ALLEY
WEST OF THE SUB"'ECT PROPERTY. THERE IS A OVERHEAD POiiER LINE
IN THE ALLEY AS SHOliN ON THE SURVEY.
PLANT SCHEDULE
TREES
0
SHRUBS
BOTANICAL/COMMON
ACER CIRCINATUM / VINE MAPLE
BOTANICAL/COMMON
BERBERIS BUXIFOLIA 'NANA' / DWARF BARBERRY
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EUONYMUS ALATUS 'COMPACTUS' / COMPACT BURNING BUSH
MAHONIA AQUIFOLIUM 'COMPACTA' / COMPACT OREGON GRAPE
NANDINA DOMESTICA 'FIRE POWER' / FIREPOWER NANDINA
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.GQNT
1 GAL
5 GAL
.!JGAL
1 GAL
SIDEWALK
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2
39
10
0
0
0
0
0 NANDINA DOMESTICA 'PLUM PASSION' / PLUM PASSION HEAVENLY BAMBOO 5 GAL 2
GROUND COVERS BOTANJCAL/COMMON .GQNT m
PACHYSANDRA TERMINALIS / JAPANESE SPURGE 4•porc 12· oc 935 SF
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DEVELOPMENT PLANNING
CITY OF RENTON
OCT 19 2007
RECEIVED
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LANDSCAPE PLAN
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Cl SHEET NO.
:!ll========I
Design Two Four/Two Six,,nc. O
L2.0 2821 Northup Way, Suite 225
Bellevue, WA 98004
ph. (425) 881-2426
fax (425) 576-5229
__ _,, www.design2426.com
Landscape Architecture • Athletic Field Design • Irrigation Planning_J
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ii__ 16'-i-, r-R.o.w.
GRAPHIC SCALE -------1"=10'
EXISllNG 4" SIDF SEWER ss
Ca/lRACT(R TO REW vERIFY LCCA 7/a/
OF EX!Sl/NG SIDE Sfl1ER AND CGINECT TO
NEW CGIS}J]IJCllGl~(REMO~J)(fij_l/N(2/JDE -
SHIER EAST OF NEW cavNEClla/)
119. 99
ILE==····=--=-=·····=·=~=========== /,,,, •. -cc,-... {.... ------
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CLEANOUTS TO BE /NSTALLED /
AT EVERY 90; 2N/P 45· BEND, L ____ _
AND AT 300' MAX SPACING ON
STRAIGHT SEC77CjNS PER SO 8076_ 1
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:·/' -----, __________________ _
INSTALL RIXF AND FOOl/NG DRAIN (T'rP)
FOOTINGDRAIN = 4"PERF SD 8041
RCKF DRAIN = 4" PvC SD 8041
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AND AREA D
AND ROUTED
WAJER LINE
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1~ ••~~~-Jo~~~----+---~~~-
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EX!SllNG BUILDING
EXISTlNG Ulll/TlES
PROPER TY LINE
\
LEGEND
EXISTING WATER METER
APPROX. EXISTlNG PAVEMENT
EXISTING FENCE
(.; /\ .'
" >, EXISTING SIDEWALK/DRIVEWAY
SANITARY SEWER NOTES
UNLESS OTHERWISE SPECIFIED:
•
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;; .. ~ ... ~·.\ .}·'
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PROP. Ulll/TY
PROPOSED ROOF AND
FOOTlNG DRAIN
PROPOSED CATCH BASIN
PROPOSED AREA DRAIN
PROPOSED SANITARY/STORM
CLEANOUT
PROPOSED WATER METER
PROPOSED PAVEMENT
I. DUCTILE IRON PIPE SHALL BE PER ANSI A21.51 CLASS 50 WITH PUSH-ON JOINTS FITTINGS FOR DUCTILE IRON PIPE SHALL BE DUCTILE
PER ANSI A21.53 WITH PUSH-ON JOINTS. GLANDS ON MECHANICAL JOINT PIPE AND FITTINGS SHALL BE DUCTILE
2. PVC PIPE AND FITTINGS SHALL BE PER ASTM D3034, SDR35 WITH RUBBER GASKET JOINTS PVC PIPE FOR PSS ANO PSD SHALL BE TEST£
FOR EXCESSIVE DEFLECTION WITH A MANDREL PER SECTlON 7-17.3(4) OF THE SPECIFICATlONS
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 MEGHAN/CALLY COMPACTED TO 95% OF
MAXIMUM DRY DENSITY AS MEASURED BY ASTM D-698.
4. TEES ON EXISTING PIPE OR ON NEW PIPE WITHOUT PREFABRICATED TEES SHALL BE CONNECTED BY CORE DRILLING AND FLEXIBLE
CONNECTlON. SEE SPECIF/CA TlONS
5. TEES AND SIDE SEWERS SHALL BE PLACED AT A MINIMUM SLOPE OF 2% AND A MAXIMUM SLOPE OF 50%.
6. SIDE SEWERS SHALL BE CONNECTED OR RECONNECTED AS APPROVED 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 UllLITY BY 6" OR LESS, POLYETHYLENE 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 APPROVED AND Tf-lE LOCATION AND DEPTH IS
RECORDED BY THE INSPECTOR.
WATER NOTES
1.--coNTRACToR-sHALL VERIFY AtL EX!SHNC--UTIUTlES-IN-THE FIELD PRIOR TO CONSTRUCT/ON.
2. CONTRACTOR SHALL NOTIFY THE RENTON WATER DEPARTMENT A MINIMUM OF 72 HOURS IN ADVANCE OF ALL REQUESTS FOR STAKING,
TES77NG, OR INSPECTION.
3-DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR CONTROL REQUIRED AT THE TIME OF STAKING. ------GENERAL DRAINAGE NOTES 4. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL Wf-lERE REQUIRED BY THE DETAIL SPECIF/CATIONS AND FOR VAR/A TION
FROM THE APPROVED DESIGN. ENGINEERING IS TO BE NOTIFIED PRIOR TO ANY FIELD CHANGES 0 10 20
NOTES
I EXP!R!lS
30
DESIGNED BY
LVD
DRAWN BY
LVD
CHECKED BY
T...19
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Santa Barbara Unit Hydrograph Peak Flow Calculations
Existing Proposed Difference
Impervious Surface (ft') 3325 7201 3876
Pervious Surface (ft') 3876 0 -3876
Time of Conc.(Tc)(min) 30 6
Total Surface 7201
Pervious Curve
Number(CNp) 77
Peak flow totals per storm
Storm
Precip
Total Runoff (11'/s) (in/hr)
2 yr Storm
10 yr Storm
100 yr Storm
Existing Proposed
2 0.028 0.074
2_9 0.048 0.110
3.9 0.073 0.150
CALL 2 DAYS
BEFORE YOU DIG
1-800-424-5555
Difference
0.046
0.062
0.076
NDERGROUND UTILITY LOCATIONS ARE APPROX.
OSBORN CONSULTING, INC.
UNLESS OTHERWISE SPECIFIED: 5. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AND RENTON WATER DEPARTMENT
/. DUC77LE IRON PIPE SHALL BE PER ANSI A21.51 CLASS 50 WITH PUSf-1-0N JOINTS FITTlNGS FOR DUCTILE SPECIF/CA T/ONS
IRON PIPE SHALL BE DUCTILE PER ANSI A21.53 WITH PUSH-ON JOINTS. GLANDS ON MECHANICAL JOINT PIPE
AND FITTlNGS SHALL BE DUCTILE 6. CONTRACTOR TO FURNISH ALL MATERIALS.
2. PVC PIPE AND F!TllNGS SHALL BE PER ASTM D3034, SDR35 WITH RUBBER GASKET JOINlS 7. ALL DUC77LE IRON PIPE SHALL BE CLASS 52.
3. BEDDING S/-IALL BE CLASS B FOR ALL PIPE EXCEPT DUCTILE /RON PIPE, WHICH SHALL BE CLASS D. BEDDING 8. ALL GA TE VALVES SHALL BE MUELLER OR APPROVED EQUAL
MATERIAL FOR PVC PIPE SHALL BE MINERAL AGGREGATE TYPE 22 OR EQUAL BEDDING MATERIAL FOR PVC PIPE
SHALL BE MEGHAN/CALLY COMPACTED TO 95% OF MAXIMUM DRY DENSITY AS MEASURED BY ASTM D-698. 9. ALL COUPLINGS SHALL BE SMITH-BLAIR SERIES 431 OR 433, OR APPROVED EQUAL
4. TEES ON EXISTING PIPE OR ON NEW PIPE WITHOUT PREFABR!CA TED TEES SHALL BE CONNECTED BY CORE
DRILLING AND FLEXIBLE CONNECTION. SEE SPECIF/CATIONS
5. TEES, CATCH BASIN CONNECTIONS, SIDE SEWERS, AND SERVICE DRAINS SHALL BE PLACED AT A MINIMUM
SLOPE OF 2% AND A MAXIMUM SLOPE OF 50%.
6. SERVICE DRAINS AND SIDE SEWERS SHALL BE CONNECTED OR RECONNECTED AS APPROVED BY THE
INSPECTOR.
7. RELAY EX!SllNG 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, POLYETHYLENE PLASTlC FOAM
SHALL BE PLACED AS A CUSHION BETWEEN THE UTILITIES
9. SERVICE DRAINS AND SIDE SEWERS SHALL NOT BE BACK FILLED UNTIL THE PIPE HAS BEEN INSPECTED AND
APPROVED AND THE LOCATION AND DEPTH IS RECORDED BY THE INSPECTOR.
10. NEW SERVICE DRAIN CONNECTIONS TO THE MAINLINE SHALL BE INSTALLED AT A 90 DEGREE ANGLE TO THE
MAIN LINE SEWER (IN PLAN VIEw,)_
II. BEFORE EXCA VAT/NG FOR SERVICE DRAIN WORK, THE CONTRACTOR SHALL REVIEW INFORMA 770N A VA/LAB£
FROM THE CITY TO VERIFY ELEVATIONS AND LOCA T!ONS OF THE STORM DRAIN OR COMBINED SEWER
INFRASTRUCTURE THE CONTRACTOR SHALL ALSO CHECK THE INFORMATION MADE AVAILABLE BY THE CITY TO
ENSURE THAT FIELD CONDITIONS MATCH THE AS-BUil T DA TA.
JO. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE TYPES AND SIZES FOR COUPLINGS AND CONNECTIONS.
JI. ALL PIPE SHALL HA VE A MINIMUM 3-1/2 FOOT COVER.
12. DEVELOPER TO PAY FOR CITY INSPECTION AND PERMIT FEES.
13. COORDINATE METER LOCA (IONS 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 SPECYFICA T!ONS FOR ALL REMAINING NOTES AND DETAILS
16. TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 90% MAXIMUM DENSITY (ASTM D-1557) ALL IMPORTED FILL MATERIAL SHALL BE
BANK RUN GRAVEL, CLASS B. BACKFILL SHALL BE COMPACTED IN SUCCESSIVE LAYERS NOT EXCEEDING 8 INCHES IN LOOSE THICKNESS
17. DETRIMENTAL AMOUNTS OF ORGANIC MATERIAL SHALL NOT BE PERMI/TED IN BACKFILLS NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH
A MAXIMUM DIMENSION GREATER THAN 12 INCHES SHALL BE BURIED OR PLACED IN FILLS.
18. ALL EXISTING UT!LlllES SHOWN ON THESE PLANS WERE OBTAINED FROM A FIELD SURVEY AND FROM AVAILABLE PUBLIC RECORDS
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES WHICH MAY CONFLICT WITH CONSTRUCTION, WHETHER SHOWN ON THES
PLANS OR NOT. ENGINEERING DOES NOT WARRANT THAT ALL U-r!LITIES HA VE BEEN SHOWN.
19. REFER TO CONTRACT SPECIF/CA T/ONS FOR ALL REMAINING NOTES AND DETAILS
20. CONTRACTOR SHALL NOTIFY ENGINEER A MINIMUM OF 48 HOURS IN AD VANCE OF ALL REQUESTS FOR STAKING, TESTING, OR INSPECTlON.
21. IT SHALL BE THE 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 UTILITIES CAN PREPARE THE NECESSARY PLANS FOR
THE EXTENSION OF THEIR RESPECTIVE UT/L/TlES IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THESE ACTlVITIES
DURING CONSTRUC770N.
22. A COPY OF THIS PLAN MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PRDG'RESS
JOB# I DWG
lo-010040
DAlE
I0/1/07
10800 NE 8th Street, Suite 150
Bellevue, WA. 98004
Ph ( 425) 451-4009
Fax (425) 451-4901
NO. DATE REVISION BY
Capital Homes, LLC
16603 -107th PL NE
Bothell, WA 98011-4044
Whitworth Townhomes
Utilities, Grading, Drainage Contol
Renton, WA
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(4) :2 SR UNITS X 1.& = &.4 STAL.L.S
TOTAL.= :io.e l'<EO'D STAL.L.S
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CURRC::NT FOOTPRINT:
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DISTRIBUTION LINE AS DESCRrnED IN INSTRUMENT UNDER RECOROmG
NO. 1237964 DATED AUGUST 18, 1918. THE EXACT LOCATION ANO
IHDTH OF SAID EASEMENT CANNOT BE DETERMINED BECAUSE OF AN
INADEQUATE• QECRIPTIOfJ OF THE EASEMENT. HARSTAD CONSULTANTS
HAS EXAMH4EO THE EASEMENT ANO DETEFtM[NED THE EASEMENT PROB-
ABLY UES WEST OF THE SUBJECT PROPERTY (PROBABLY IN THE .ALLEY
1,EST OF THE SUBc'ECT PROPERTY. THERE rs A OVERHEAD PO~ER LINE
IN THE ALLEY AS SHOWN ON THE SURVEY.
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LAND USE COMPLIANCE REFER.ENGE
ls1TEAREA 11 ~ ~ SF(. 1 65 ACRES)
I ZONING GLASIFIGATION· COMMERCIAL DOV'lNTOV'lN
ZONE, ALLOV'!ED, l'-11XED USE INGLJLDING GOMMERGIAL, RESIDENTIAL AND PARKING
PROPOSED, RESIDENTIAL 4 PARKING
DENSITY ALLOV'lED, ALLOV'lED, OUTRIGHT 1 00 D.U. I AGRE
V'llTH ADMINISTRATIVE CONDITIONAL USE 150 D.U. / ACRE
PROPOSED, S 1.0 D.U. / AGRE ( 1 6 /. 1 6 5)
STRUCTURE HEIGHT, ALLOV'lED, q5'
PROPOSED, 60'-4 1 /2" (5EE BUIL.DING El-EVATION5)
-·
LOT COVERAGE, ALLOV"{ED: 15.00%
PROPOSED, 13.40%
SETBACKS, REQUIRED:
FRONT (TO 25'-0'J, 10'-0"
FRONT (OVER 25'-0")c 1 5'-0"
REAR/ SIDE (AT GRADEJc Q'-0"
PROPOSED,
FRONT (TO 25'-0"J, 13'-8 1 /2"
FRONT (OVER 25'-0"J, 1 5'-1 1 /2"
REAR/ SIDE (AT GRADE): 4"
REFU5E REQUIRED, 4.55F / UNIT r 4.5, 1" • 12J
PROPOSED, BS 5F
OPEN SPACE REQUIREMENTS, REQUIRED,
PROPOSED,
50 5f / Dl'IEL.l-lNG UNIT (50' 1 6•800 5f J
1 qo5 5F
OFFSTREET PARKING,
IMPERVIOUS SURF AGE,
LANDSCAPE,
L
REQUIRED, 20.8 ST Al-LS
[ 1.2 SPACES/ 1 BDRM UNIT J X 1 2 UNITS• 1 4.4 STALLS
( 1.6 SPACES/ 6 BDRM UNIT) X 4 UNITS• b.4 ST ALLS
NOTE, 50% GOMPAGTS Al-l-OV'IED AT STRUCTURED PARKING
30% GOMPAGTS Al-l-OV'IED AT 5URFAGE PARKING
PROPOSED, 21 STALLS
10 ST AND ARD DRIVE'. AISLE AGGESSIBLE: (B'-4"x 1 5')
1 0 GOMFAGT DRIVE AISLE AGGESSIBLE: (l'-6"x 12'-3")
BARRIER FREE ACCESSIBLE, VAN
REQUIRED:
PROPOSED,
REQUIRED,
NONE
81.5% (62"16 Sf/ 11 CJC[ SFJ
1 O' LANDSCAPE STRIP AT FRONT OF PROPERTY
REQ'D OUTSIDE OF DOV'lNTOV'lN GORE
PROPOSED, 1 5'
SQUARE FOOTAGE SUMMARY
OVERALL
LEVEL DE5C.RIPTION TOTAL AREA
------------------------
0 GARAGE PLAN 5,283 SF
1 RESIDENTIAL LEVEL 1 4,'=132 SF
----
2 RESIDENTIAL LEVEL 2 4,3q4 SF
3 RESIDENTIAL LEVEL 3 4,311 SF
4 RESIDENTIAL LEVEL 4 3,562 SF
TOT AL BUILDING AREA 22,542 SF
BY OGGUPANGY
LEVEL DE5C.RIPTION TOTAL AREA
0 PARKING 4.868 SF
0 RESIDENTIAL 415 SF
1,2,3,4 RESIDENTIAL UNITS 11,25'1 SF
Note: Areas zjre to ext. walls and cl of part~ walls
TQT ALARfA X2,l
LEVEL
--~
AT GRADE
ABOVE GRADE
ABOVE GRADE
ABOVE GRADE
ABOVE GRADE
LEVEL
AT GRADE
AT GRADE
ABOVE GRADE
VICINITY MAP
Sc.ale: N.T.S.
PR.OJEG T INFORMATION:
JOB ADDRESS
40~ V'lHITl"<ORTH AVE. 5.
RENTONM V'lA
OV'<NER
K. OLE V'llLLEY
835 S. 143RD PLACE
BURIEN, i"<A ~ B 1 E>B
PHONE,
FAX,
E-MAIL,
(20&) 234-11B 1
OLEV'IILLEY@COMCAST.NET
GLIENT /DEVELOPER
GAPIT AL HOMES, LLC
2031 4 1 32ND AVE. N.E.
Jl'.lOODINVILE, V'IA '1B012
GONTAGT, GHRISGIRILLO
PHONE
FAX
E-MAIL,
(206) 66~-5413
(206) 260-B022
CHRIS.C.IRILLO@ATT.COM
F'RO.JINr'O.x2ai
TAX AGGOUNT NUMBERS
I ASSESSORS TAX NO.: I 7B41300235
LEGAL DESCRIPTION
LOT 22 AND THE SOUTH HALF OF LOT 23, BLOCK 2, SMITHER'S FIFTH
ADDITION TO THE TOV'lN OF RENTON, ACCORDING TO THE PLAT THEREOF,
RECORDED IN VOLUME 1 6 OF PLATS, PAGE 33, IN KING COUNTY,
V'lASHINGTON.
• •
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CONSULT ANTS:
ARGHITEGT:
TSAI arc.hitec.ts, pllc.
1 OBOO NE BTH STREET STE•300
BELLEVUE. V'lA ~ 8004
GONTAC T, KENT SMUTNY
PHONE,
FAX
E-MAIL
(425) 401-6B2B
(425) 401-0630
t<.ENTS@TSAARGHITEGTS.COM
GIYIL ENGINEER:
OSBORN CONSUL TING
1 OBOO NE BTH ST. STE** 1 50
BELLEVUE, V'lA q B004
GONTAGT, LANDON VANDYK
PHONE:
FAX,
E-MAIL:
(425) 451-400Cf
landon@Osbornc.onsulting.c.om
LANDSCAPE ARGHITEGTS:
DESIGN 2426 ING.
282 1 NORTHUP ViAY **225
BELLEVUE, Y'!A CJ 8004
GONTAC T, JASON M. ANDERSON
PHONE,
FAX:
E-MAIL,
(425) BB 1-2426
(425) B22-55q6
V'lV'lV'l.DESIG N 2 4 2 6.GOM
SURVEYOR:
HARSTAD CONSULTANTS
2024 V'l. LAKE SAMMAMISH FKY. N.E.
REDMOND,Y'!A CJB052
PHONE,
FAX,
(425) 141-B336
(425) 643-&020
GEOTEGHINIGAL ENGINEER,
ROBERT M PRIDE, LLG
13203 HOLMES PT. DR. N.E.
KIRKLAND. Y'J..A '18034
INDEX OF DR.AV'llNGS
ARGHITEG TUR.AL "A"
SEG TION O GOYER SHEET
A 0. 1 TITLE/ COVER SHEET/ PROJECT INFORMATION
SEGTION 1 SITE INFORMATION
A 1.0 NEIGHBORHOOD DETAIL MAP
A 1. 1 SITE PLAN
SEGTION 2 BUILDING PLANS
A 2. 1 GARAGE PLAN
A 2.2 RESIDENTIAL LEVEL 1
A 2.3 RESIDENTIAL LEVEL 2
A 2.4 RESIDENTIAL LEVEL 3
A 2.5 RESIDENTIAL LEVEL 4
A 2.6 ROOF FLAN
SEGTION 5 BUILDING ELEY A TIONS
A 5.1 EAST AND V'J.EST ELEVATIONS
A 5.2 NORTH AND SOUTH ELEVATIONS
GIVIL 'G'
C 1 UTILITIES, GRADING, DRAINAGE AND EROSION CONTROL
LANDSCAPE 'L'
L 1.0 IRRIGATION PLAN
L2.0 LANDSCAPE PLAN
SURVEY
1 of 1 BOUNDARY, TOPOGRAPHY AND SURVEY PLAN
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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 TO 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" (AL THOUGH 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/TRANSFORMER
W/UNDERGROUND POWER CONDUIT
CB -CATCH BASIN
FL -FLOW LINE OR CURB LINE
FH -FIRE HYDRANT
WM -WATER METER
WV -WATER VALVE
PM -POWER METER
TP -TELEPHONE PEDESTAL
LEGAL DESCRIPTION
LOT 22 ANO THE SOUTH HALF OF LOT 23, BLOCK 2, SMITHER'S FIFTH
ADDITION TO THE TOWN OF RENTON, ACCORDING TO THE PLAT THEREOF,
RECOijDED IN VOLUME 16 OF PLATS, PAGE 33, IN KING COUNTY,
WASHINGTON.
NOTES /
WORK PERFORMED IN CONJUNCTION WITH THIS SURVEY UTILIZIED THE
FOLLOWING EQUIPMENT AND PROCEDURES.
A. NIKON TOTAL STATION MAINTAINED TO MANUFACTURER'S
SPECIFICATIONS OF WAC-332-130-100,
B. FIELD TRAVERSE EXCEEDING REQUIREMENTS OF WAC-332-130-090.
THE LEGAL DESCRIPTION AND EASEMENT USED WERE TAKEN FROM
CHICAGO TITLE INSURANCE COMPANY COMMITMENT -ORDER N0.1233994
DATED MARCH 14, 2007,
THE SITE IS SHOWN AS SURVEYED ON APRIL 2, 2007.
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. 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
HAS EXAMINED THE EASEMENT AND DETERMINED THE EASEMENT PROB-
ABLY , LIES WEST OF THE SUBJECT PROPERTY (PROBABLY IN THE ALLEY
WEST OF THE SUBJECT PROPERTY. THERE IS A OVERHEAD POWER LINE
IN THE ALLEY AS SHOWN ON THE SURVEY.
DEVELOPMENT PLANNING
CITY OF RENTON
OC T 1.9 2007
RECEIVED
~,~-~-~-~-~-~-~-~~_s_. srxTHASTREET N88"46'24''W -v---~~--~~--~~--
NE1/4 SE1/4 SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
JOB NO. 07030
DATE MARCH 2007 KAYSER WILLEY 316-. _0_4 __ --------FOUND_M_O_N .I--
IN CASE
REV.NO. DRAW N BY REVISIONS DA TE APPROVAL
--·-
HARSTAD CONSULTANTS
CIVIL ENGINEERS• LAND SURVE YORS
2024 W. Lake Sammamish Pwy. NEeRedmand. WA . 98052
(425) 747-8336 TEL• (425) 643 -6020 FAX
-
SCALE AS SHOWN
1---------------------------laRA~ING BY NZ
TOPOGRAPHY, BOUNDARY AND UTILITY SURVEY
LOT 22 AND SOUTH HALF OF LOT 23
BLOCK 2 SMITHER'S FIFTH ADDITION
TO THE TOWN OF RENTON
CHECKED BY JRH
APPROVED.
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HARDIE-SIDING
HARDIE-PANEL
METAL LOUVERS TSA ar c h i .t e c l s , p.l .l.c .
DEVELOPMENT PLANNING
CITY OF RENTON
OCT 1 9 2007
RECEIVED
L
PLAN VIEW OF STAKING
PROVIDE (5) 2" 'fNG ROIMD STAKES
_ ~ SPAGED iEV'EN..Y AAOIMD 11Ut<.
,,,-Pi<E STAIN STAKES DARK E!fWt'tl
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(3) 2" eve ROUND STAKES
-----SET STAKES OUTSIDE ROOTB.U (Remove after 1 yeor.)
---PROVIDE WATER ~ AROUND ROOT BAil
MULCH / 2" DEPTH
~(Keep mulch clear of trunk bose.)
EW:KFlll MIX AS SPECIFIED
CUT AND REMOVE lWINE AND BURI.AP
FROM TOP AND SIDES OF R0011W..L
(Remove oll wire baskets.) ·
;....__ COMPACTED PLANTlNG MIX
NO'll:,
' DRIVE STAKE: TO AC;GfPTABLf OU IH
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MULCH / 2" DEPTH
~ (Keep mulch clear of trunk base.)
EW:KFILL MIX AS SPECIFIED
CUT AND REMOVE lWINE AND . BURLAP
FROM TOP AND SIDES OF ROOTBAI.L
(Remove oll wire baskets.)
;___ COMPACTED PLANTlNG MIX FOR SUPPORT
NOTE: I
DRIVE STAKE: IMTIL FIRij IN
6ROIMD TO 9UF F OKI 1R,fE
® EVERGREEN TREE DETAIL 2 ~~~~~~~~~
NO T 'TO SC.A L:
ROOTBALL
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2 x DIAMETER
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2" DEPTH
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• 4< SOIL IMPbRT AS SPECIFIED
BACKFILL IIIX AS SPECIAED
it---COMPACTED
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12"
18"
24"
4.61
1.156
0.513
0.288
OF ROOTBALL
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Multi-Family Building
SIDEWALK
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LANDSCAPE PLAN
Scale: 1 "=10'-o"
PLANT SCHEDULE
TREES
0
SHRUBS
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0
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GROUND COVERS
BOTANK'.AL,/CPMMQN
ACER CIRCINATUM / VINE MAPLE
BOJANlr&./COMMON
BERBERIS BUXIFOUA 'NANA' / DWARF BARBERRY
EUONYMUS Al.ATVS 'COMPACTUS' / COMPACT BURNING BUSH
MAHONIA AQUIFOUUM 'COMPACTA' / COMPACT OREGON GRAPE
NANDINA DOMESTICA 'FIRE POWER' / FIREPOWER NANDINA
NANDINA OOMESTICA 'PLUM PASSION' / PWM PASSION HEAVENLY BAMBOO
BOTANICAL/CCl:fHQN
PACHYSANDRA TERMINAi.JS / JAPANESE SPURGE
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2821 Northup Way, Suite 225
Bellevue, WA 98D04
ph. (425) 881-2426
fax ( 425) 576-5229
+----+ www.design2426.com
Landscape Architecture • Athletic Field Design • Irrigation Planntng_J
DEVELOPMENT Pv.NNING
CITY OF RENTON
OCT 19 2007
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Date: B~ Description:
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