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LIVING LEVEL
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GROSS FLOOR AREA: 6397
UNIT DETAILS
UNIT 1:
LIVING: 900 SF
LOFT: 730 SF
TOTAL: 1630 SF
UNIT 2:
LIVING: 507 SF
LOFT: 341 SF
TOTAL: 848 SF
UNIT3:
LIVING: 507 SF
LOFT: 341 SF
TOTAL: 848 SF
UNIT4:
LIVING: 507 SF
LOFT: 341 SF
TOTAL: 848 SF
UNIT5:
LIVING: 680 SF
LOFT: 572 SF
TOTAL: 1252 SF
UNIT6:
LIVING: 576 SF
LOFT: 368 SF
TOTAL: 944 SF
UNIT7:
LIVING: 956 SF
LOFT: 650 SF
TOTAL: 1606 SF
EllumU5
WWW.ELLUMUS.coH
3600 1 36TH PLA()E: BE
SUITE 230
BELLEVUE, WA 9SODi5
PH (425) 603-00B8
FAX (425) 603-0068
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TITLE
MY DENTAL
MIXED-USE
521 PARK AVE N
RENTON, WA
98055
KEY pLAN
III!lUED !'"OR: CAT"':
SHEET CONTENTS
LEVEL 3 FLOOR
PLAN
SHEET NUMBER
1 1/8"= 1'-0"
@22"x34" ~ ,A201 A 1 03
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WWW,ELLUMUS.CDM
3600 136TH PLACE SE
SUITE 230
BELLEVUE, WA 98006
PH (425) 603-DOE/B
FAX (425) 603-0058
INFO@ELLUMUS,cor-1
Trfb E
MY DENTAL
MIXED-USE
521 PARK AvE: N
RENTON, WA
9a055
BT'AMP
KEY PLAN
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GROSS FLOOR AREA: 6397
NET FLOOR AREA:4191 SF
I .... UED F'CR: DATE:
SHEET CONTENTS
LEVEL 2 FLOOR
PLAN
SHEET NUMBER
A102 I ~---------------------------------------------------------------------------,----------------------------------+---------------_~'~01<t13>OOA~cr'"~~::H!UMUS,llC RECEf\/8D
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PLANNING D1VISiqN
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EllumU5
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3500 1 36TH PLACE BE
SUITE 230
8ELLEVUE, WA SlBD06
PH (425) 603-0DB8
FAX (425) 603-0068
INFO@ELLUMUS.COM
TITLg
MY DENTAL
MIXED-USE
521 PARK AVE 1'1
RENTON, WA
98055
STAr.IP
KEY PLAN
--", -----
IHBUECD roR:
SHEET CONTENTS
SECTION
SHEET NUMBER
A302
r~ECF !Ve i) ,J
J-IUU " " ,Ij ,',
'-'T" Or. 'dO" -, "." "fl"~a f ..• r j
PLANNING Di ~ ,,~,
STAKE TREE WITH (2) TREATED
2"111 LODGEPOLE PINE DOWELED
TREE STAKES (8'-0" LENGTH)
LOOP EACH TIE AROUND HALF
TREE LOOSELY TO PROVIDE 1"
SLACK FOR 'IHUNK GROWTH.--...
"CHAIN LOCK" OR EQUAL TREE
TIE MATERIAL (1" SIZE) NAIL OR
STAPLE TREE fi!: MATERIAL TO
STAKE TO H(')!..D VERTICALLY.
LOOP EACH TI~ AROUND HALF
TREE LOOSELY TO PROVIDE 1"
\
I~
NOTES:
PLANTING INCLUDES REMOVAL OF STAKES
ONE YEAR AFTER INSTALLATION.
SHAPE ~OIL SURFACE TO PROVIDE 4' DIA
WATERING RING.
TREE CLEARANCE SHALL BE PER STD PLAN
NO 030,
SEE STI) PLAN NO 424 FOR TREE PIT DETAIL.
ADJUST TREE TIES DURING ESTABLISHMENT
TO L W ROOM FOR GROWTH (@1" SLACK).
RO BARRIER REQUIRED ALONG EDGE OF
RO AY, CURB, DRIVEWAY, TRAIL, SIDEWALK,
tR STRUCTURES WHERE ROOTBALL IS J; Two FEET; PLACE VERTICAL
, :,!,~~~~A~tlRIER AS SHOWN IN STANDARD
, ~ !k:tlO 424a OR 424b. INSTALL ROOT
~ ~ BARRIERS FOR NEWLY PLANTED TREES ONLY.
~,,-3'-6" MIN
SLACK FOR TRUNK GROWTH·----t-___ I~=-=-====-=-=I~=-=-=-===-=-=~
2"=3" MULCH DEPTH
(TAPERED AT --.,----t
-mVNK)
MULCH TREE PIT MIN 5'-0"
LENGTH X FU!..L PLANTING
STRIP WIDTH BETWJ:EN CURB
AND SIDEWALK (FOR
PLANTING STRIPS LESS THAN
6'-0" WIDE) OR PROVIDE
5'-0"DIA MULCH RING FOR
PLANTING STRIPS WIDER
THAN 6'-0".
18" ROOTBARRIER
AT SIDEWALK.,--~~
ROUGHEN SIDES OF PLANTING
HOLl: MAXIMIZE EXCAVATED
AREA WITHOUT UNDERMINING
,
ADJACENT PAVING/CURB~. -----lJ
ROOTBARRIER; PLACE AT EDGE
OF PAVEMENT/SIDEWALK/ETC.;
PLACE PRIOR TO PLACEMENT
OF NEW SIDEWALK OR CURB TO
PREVENT UNDERMINING.
SEE STD SPEC SECTION
8-02.3(6)B, OR AS
APPROVED BY ENGINEER.
REMOVE ALL WIRE, STRINGS,
AND OTHER NON-BURLAP
MATERIAL; AND REMOVE
BURLAP FROM TOP % OF
ROOTBALL MINIMUM.
REMOVE ENTIRELY WHEN
DIRECTED BY THE B+GlNffib-"
SlOO~ 33lli H11M NOIlI13dV'lO:J 3::ln03~
01 ':J13 'S033M 'SS\f~~ .:10 ~\f31:J 38 01 \l3~\1 H:JlnV'l
r-'=-j--SET TOP OF ROOT CROWN
2" ABOVE ADJACENT CURB
& SIDEWALK GRADE.
'. /
1r--3" TO 4" HIGH
WATERING RING
(SEE NOTE 2)
TREE PIT DEPTH =
ROOTBALL DEPTH
(MEASURE BEFORE
DIGGING TO AVOID
OVEREXCAVA TION).
DRIVE STAKES 6" TO
1'-0" INTO
UNDISTURBED SOIL
BELOW ROOTBALL.
DRIVE STAKE AT ROOTBALL
EDGE (TYP)(SEE NOTE 1)
UNDISTURBED SUBGRADE
(PROVIDES FIRM BASE SO
THAT ROOTBALL WILL NOT
SINK.
INSTALL 1" ABOVE CONTAINER -----.
DEPTH
PLACE 2" LAYER OF SPECIFIED
MULCH OVER PLANTING BED.
EXCEPTION: PLACE 112" DEPTH
SPECIFIED MULCH OVER
RHODODENDRON ROOTBALLS.
REMOVE UNTREATED BURLAP FROM TOP 1/3
OF ROOTBALL. REMOVE TREATED BURLAP OR
WIRE BASKETS COMPLETELY. CONTAINER
PLANTS-SCORE ROOTBALLS IN 3 PLACES TO
1/2" DEPTH,
r---' TOP DRESSING FERTILIZER
~-PROVIDE WATER SAUCER
FINISH GRADE OF SOIL
::'lCI-7';-;~'~--PLANT TABS. QUANTITY ACCORDING TO
BACKFILL PLANTING PIT WITH __ ----.tc -,-::-~~=Cd;JCr(--'"1 MANUFACTURER'S SPECIFICATIONS.
SPECIFIED MIX OF NATIVE AND
IMPORTED SOIL
·----IF PLANTING PIT IS ACCIDENTALLY
OVER·EXCAVATED, BACKFILL AND COMPACT
TO 85%.
NOTE:
DETAIL APPLIES TO TREES, SHRUBS AND
GROUNDCOVER PLANTINGS
CD SHRUB PLANTING DETAIL 2 ~-=-=-=--=----=.:........:.:......:...:..=---==-------
Scale: NTS
2"-4" WOOD CHIP
MULCH
3" OF COMPOST
INCORPOIRATED INTO
SOIL TO 8" DEPTH
l
PLANTING BEDS TURF (LAWN) AREAS
GRASS: SEED OR
SOO
H~" OF COMPOST
INCORPORATED INTO
SOIL TO 8" DEPTH
SUBSOIL SCARIFIED
4" BELOW COMPOST
AMENDED LAYER
(12" BELOW SOIL
SURFACE), AS
DETERMINED BY THE
~~ /~~~Y7 Y>J0-?<')-Y~~--f SUBSOIL SCARIFIED
4" BELOW COMPOST
AMENDED LAYER
(12" BELOW SOIL
SURFACE), AS
DETERMINED BY THE
ENGINEER
" ' , ' ' " " ~'--~-~---'--
12"
NOTES:
1. ALL SOIL AREAS DISTURBED OR COMPACTED DURING CONSTRUCTION, AND NOT COVERED BY BUILDINGS OR
PAVEMENT, SHALL BE AMENDED \11TH COMPOST AS DESCRIBED BELOW.
2. SUBSOIL SHOULD BE SCARIFIED (LOOSENED) 4 INCHES BELOW AMENDED LAYER, TO PRODUCE 12-INCH DEPTH
OF UN-COMPACTED SOIL, EXCEPT WHERE SCARIFICATION WOULD DAMAGE TREE ROOTS OR AS DETERMINED BY
THE ENGINEER.
3. COMPOST SHALL BE TILLED IN TO 8 INCH DEPTH INTO EXISTING SOIL, OIR PLACE 8 INCHES OF
COMPOST-AMENDED SOIL, PER SOIL SPECIFICATION.
4. TURF AREAS SHALL RECEIVE 1.75 INCHES OF COMPOST TILLED IN TO B-INCH DEPTH, OR MAY SUBSTITUTE 8"
OF IMPORTED SOIL CONTAINING 20-25" COMPOST BY VOLUME. THEN PLANT GRASS SEED OIR SOD PER
SPECIFICATION.
5. PLANTING BEDS SHALL RECEIVE 3 INCHES OF COMPOST TILLED IN TO 8-INCH DEPTH, OR MAY SUBSTITUTE 8"
OF IMPORTED SOIL CONTAINING 35-40" COMPOST BY VOLUME. MULCH AFTER PLANTING, \11TH 2-4 INCHES OF
ARBORIST WOOD CHIP MULCH OR APPROVED EQUAL.
6. SETBACKS: TO PREVENT UNEVEN SETTUNG, DO NOT COMPOST-AMEND SOILS WITHIN 3 FlEET OF UTILITY
INFRASTRUCTURES (POLES, VAULTS, METERS ETC.). WITHIN ONE FOOT OF PAVEMENT EDGE, CURBS AND
SIDEWALKS SOIL SHOULD BE COMPACTlED TO APPROXIMATELY 90" PROCTOIR TO ENSURE A FIRM SURFACE.
CD TREE PLANTING DETAIL Scale: 1"=10'-0" 0f..--S_O_I_L_A_M_E_N_D_M_E_N_T_D_E_T_A_1 L---~-------s-ca-Ie: N-TS
" • r,C
o 00 O----~~~~NDCOVER
O '0 G SPACING ACCORDING TO
I PLANT SCHEDULE o CD 0 0 0 0 ~POSITION PLANT 150 mm D.C.
, .:: FROM CURBING
!
~-INSTALL FERTILIZERS PER MANUFACTURERS
RECOMMENDATIONS
TOP DRESSING FERTILIZER AS
SPECIFIED
INSTALL 1" ABOVE CONTAINER --,
DEPTH
r--TYPICAL FINISHED GRADE WI 2"
LAYER SPECIFIED MULCH. VERIFY
SAUCER
SCORE ROOTBALL 3 PLACES TO
1/2" DEPTH
-'--.... ~' .. : <yS(;rTi--'= :. : 0<;5 .. '. -'-! I I'----t ... -'-~ .. _I! .• •. ··.~-I -! I -~ . TilT ~!, -I,! . -.
-I I J'y_.. . !------' I
UNDISTURBED SUBGRADE -__ ~,+r::::-t-_+, ; "'1' I I~I::-----=I 1 -1.-1 I ! r -'! =--...-1 ,"'-!!
~
~ ~ ,<-
-~ ,
PLANTING FERTILIZER AROUND
ROOTBALL
BACKFILL WI APPROVED TOPSOIL
CD GROUNDCOVER PLANTING DETAIL 4~~~~.!--~~~~---
Scale: NTS
I
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ElLumus
WWW.ELLUMUS.L:dM
36C10 1 35TH PLACE SE
SuiTE 230
BELbEVUE, WA 9SOD6
PH (425) 603-0088
FAX (425J 603-0068
INFO@ELLUMUS.CDM
SIT~ p",\IININ~ A~O L~~DSCApE MClllT.~TCR5
1"07 D"I" ",,,"UO N","" Su,"," S.,,"e, W~ .," 07 TI>o._;,'.I." "HO.H'.""
MY DENTAL
MIXED-USE
TITLE
52 -I PARK AVE N
REf'.ITDN. WA
9Ei055
STAMP
~lA1"of
WASHINaTO~
RECISTERED
i-"('L
IJERIJY COBURN
CERTIFICATE NO_ 883
KEY PLAN
I!lSUED .DR: DATE:
LANDSCAPE OB/z2/20.4
5UElMITTAL
SHEET CONTENTS
LANDSCAPE
PLANTING DETAILS
SHEET NUMBER
L2.00
f<ECEIVED
AUG 25 Z014
eny 0"1' 1?i''''''~[)M • • •. ".) c· I', nJ
PLP,j\Ji-.JING DIVISIO,\!
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NORTH
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--.-.--.~------_._---~~~~-.------~
6" 6'-5"
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Ellumus
WWW.ELLUMUS.COM
3600 1 36TH PLACE SE
SUITE 230
BELLEVUE, WA 98006
PH (425) 603~OOBB
FAX (425) 603-0068
INFO@ELLUMUS.COM
Gem
g~1~[ ~Qo.UPI n"t:' ,l~
SIr;; PL~NNI~G ANO LANDSCAPE ARCHlr~CWfl~
tiGI """"" Moo", No,th. "",t,:J Be,Ule, WA 981'J7
Ti •• i_'''_'''' '!Zo,.'" ""
rviY DENTAL
MIXED-USE
TITLE
9.21 PARK AVE N
R~NTON, WA
9 8055
STAMP
ST~l'IO()!,
WASHINGI0~
REGlSIE~EO
7'::"ZZ.
/ JERf,(Y COBURN
CERTIFICATE NO. 003
KEY PLAN
ISSUED F[""
LANDSCAPE
SUBMITTAL
DATE:
D1'I/2212"'14
SHEET CONTENTS
SECTIONS
SHEET NUMBER
L3.00
AUG 2 S 10'!',
, ,.
"
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"
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OF WATER NOTES
1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS,
AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED
PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE
APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND
911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS
800-424-5555.
4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE-CONSTRUCTION hlEETING.
5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL
B[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 WATERMAIN PIPE IS TO BE CEM~T LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110AND Clll OR LATEST REVISION,
THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA Cl04 OR LATEST REVISION. PIPE
JOINTS TO BE PUSH-'ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE
POLYETHYLENE WRAPPEDPERANSIjAWWA Cl05/A21.5-93 STANDARDS.
7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE
WITH ANSIjAWWA Cll0/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSIjAWWA Cl04/421/4-90. IF FITTINGS ARE 3
TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANsljAWWA
Cll0-A21.10-87 OR ANSIjAWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL
JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSIjAWWA Cll0/A21.10.87 OR A COMBINATION OF ANSIjAWWA
Cll0/A21.10.87 AND ANSIjAWWA C153/A21.53-94 SUCH THAT ltiE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE
WITH ANSIjAWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH
AWWA Cl10/A21.1O~87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA
Cll0/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER.
8. GATE VALVES SHALL BE IRON BODY,BRONZED-MOUNTED, DOUBLE DISC WITH BRONZE WlEDGlNG DEVICE AND O-RING STUFFING BOX
(AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING
PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H.
9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING Wllti THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE)
CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH,
TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE
WITH THE NEWSEAffiE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND
ROOT DIAMETER .4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER
CLOCKYilSE (LEFT).
10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS YIITHOPERATING NUT OF THE SAME
DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE
WATER TIGHTNESS UNDER TEST PRESSURES.
9
CITY OF RENTON
GENERAL SEWER NOTES
1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE Wl1H 1HE STANDARDS
AND SPECIFICAllONS OF 1HE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS
DEPARlMENT AND THE LATEST EDITION OF 1HE WSDOT/APWA STANDARDS AND
SPECIFICA llONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN 1HE
RENTON STANDARD PLANS & SPECIFICAllONS. A SET OF APPROVED PLANS SHALL
BE KEPT ON SITE AT ALL llMES DURING CONSTRUCTION.
2. 1HE HOURS OF WORK IN 1HE STREET RIGHT OF WAY SHALL BE PER CITY
SPECIFlCAllONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRlllNG BY 1HE
PLANNING/BUILDING/PUBLIC WORKS DEPARlMENT. AN APPROVED TRAFFIC CONTROL
PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK Wl1HIN PUBLIC RIGHT
OF WAY.
3. ALL LOCA 1l0NS OF EXISllNG UllLlllES SHOWN ARE APPROXIMATE AND IT SHALL BE
THE CONTRACTORS RESPONSIBIUTY TO VERIFY 1HE TRUE AND CORRECT LOCAllON
SO AS TO AVOID DAMAGE OR DISlURBANCE.
4. A PRE~CONSTRUCllON CONFERENCE AND A 24 HOUR NOllCE SHALL BE REQUIRED
PRIOR TO STARllNG NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S
RESPONSIBIUTY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARllNG
CONSTRUCTION. (lNSPECllON WILL BE ACCOMPUSHED BY A REPRESENTA llVE OF
THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBIUTY TO NOllFY
THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFlL~ING ALL
CONSTRUCllON. !
i
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, ME1HODS AND SEQUENCES
OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE
CONSTRUCllON SITE.
6. IT SHALL BE 1HE RESPONSIBILITY OF 1HE CONTRACTOR TO OBTAIN STREET USE
AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ..
. . I
7. PLANS APPROVED BY 1HE CITY OF RENTON, PUBLIC WORKS D. EPAR,ENT SHALL
TAKE PRECEDENCE OVER ALL OTHER PLANS. . I
8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WI;lENEVER
CONSTRUCllON IS IN PROGRESS.
11. THE 4 INCH PUMPER NOZZLE SHALL BEFITTED WITH A STORZ ADAPTER, 4 INCH SEA TILE THREAD X 5 INCH STORZ. STORZ ADAPTER
SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO
LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE
SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATIACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS-BUILT
AIRCRAFT CABLE.. . , DRAWING OF 1HE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND
12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE 'PAINT NUMBER 43-655 SAFETY YELLOW OR SIGNED BY A UCENSED PROFESSIONAL ENGINEER OR UCENSED PROFESSIONAL
APPROVED EQUAl. SURVEYOR.!
13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. \ •
14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FO(fl~~tt)1)RANIS, IL,ATE'§T.flEVlSlQtj,i'&ji,,,,;i;;j.i.l"j;;;'iYJ~l~·~;til(,,.iitidO.''ii;BACKFILL,)SHALt.;,;BE~PLACEQ.;EQUALLYiiON,BOJH '. J5 ... ALL,WA TEBMAINS.,10j"'Cj.iES AND.1SMALLER;IO UAINTAIN X;MINIMUu ,COVER OF. 36 INCHES BELOW FlNISI1 GR'A'D-E -ALL WATE' R'''A'N' ·'2·· .. ~ . ..... .. "...' .. .-"-,~-~-~.-.. ,',,,-----" .. '" ." '. . . ,.",., .. ,.",_,._" __ ,,,,,.~~:,,,.,",_,,.,,,~g .. ,\},,,,:,j_"""".,,,_,_._._.~.'''''h!I!!1'''_''''''''''''_'''_''I .. _,_Sh,,,w.~"'!'>""'M, .. I . IV! I 1 WITH A LOOSE AVERAGE DEP1H OF 6 INCHES M~~~I~~~~\~XX1~~cr~;if5~i*~~~?~
.' '\!IN<:HES:~ND'~A,gGE~;SH,A!+"B,~,AI'~MINI~~~,jigfi',1!l,,\I~,~,~~?;:§~~~~j~NI?Ii"GRAD~ WHERE UTILITY CONFLICTS OCCUR, WATERMAINS THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT
11
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ARE. lOBE LOWERED TO CLEAR. . ~ ..... . ••. COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON ' 'SIDE OF ..
16. ALL WATER~AINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLE;~N!~.GPIGSPRIOR TO DISINFECTION. THE 1HE PIPE OR TO THE SIDE OF 1HE TRENCH. MATERIALS TO COMPLETE THE FILL
'POLY PIGS SHALL BE GIRARD INDUSTRIES AQUA SWAB-AS OR APPROVED EQUAL, 2 LB/CV. .. F1:DE NSITY FOAM WITH 90A OVER PIPE SHALL BE THE SAME AS DESCRIBED
DUROMETER URETHANE RUBBER COA llNG ON THE REAR OF 'PIG" ONLY. I ,. •
I ~ROVIDED AS-BUILT
IINFORMA 1l0N
i
17. "PIG" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE WlLLPER~ORMltiE CLEANING OPERATION. . 11. OPEN CUT ROAD CROSSINGS FOR· UTILITY TRENCHES ON EXISTING rnA VELED
18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF PSI OR 150 PsrOVEROPERAll~G PRESSURE,. ROADWAY SHALL BE BACKFILLED Wl1H CRUSHED ROCK AND MECHAN'ICALLY
IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE STATE HEALlti DEPARTMENT. ALL
PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF CITY OF RENTON. THE QUANTITY OF WATER COMPACTED UNLESS 01HERWISE APPROVED.
l¥ONNECT TO EXISTING
';2" GAS MAIN ,
LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR LISTED IN CITY OF RENTON STANDARD PLANS &
SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI THE 2 HOUR TEST PERIOD.
19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A .: PPM (MINIMUM CONCENTRATION)
CHLORINE/WATER SOLUTION. DRY CALCIUM. HYPOCHLORITE SHALL NOT BE PLACED . THE PIPE AS lAID. CHLORINE SHALL BE·
METERED/lNJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F '. THE STANDARD SPECIFICATIoNs REFERENCED I
ABOVE.
20. A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS'
REQUIRED FOR SCHEDULING. . .
21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTINC NEW
22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY D[,D,.jiTC' . TO STARTING CONSTRUCTION.
23. INSTALLATION. OF CORPORATE STOPS, WA TERSERVICES. LINES ANDJiETERS .SHALL DONE UNTIL ALL SERvlCE AGREEMENTS,
METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF .. . THE CITY OF RENTON.
24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPl.lSHED BY 1M" .1., ~~lI;'{\~~'"r:. E~XCEPT WET TAPS, WHICH MAY BE MADE
BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM .. ALL NECESSARY EXCAVATION
AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE NOTIFICATIONS.
25. INSPECTION WILL BE ACCOMPL!SHEDBYA REPRESENTATIVE OF THE "n"'LL BE THE CONTRACIOR'S
RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR(24). . . IN AD, 'VAN<:E BACKFlWNG ALL CONSTRUCTION. THE
CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS-BUILT .DRAWINGS.
26. CONTRACTOR TO PROVIDEPLLJGS ANlfiEMPORARY BLOW-OFF ASSEMBUESFOR TESTING PURITY ACCEPTANCE PRIOR TO FINAL
~..
27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.)
COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY.
28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A M'''''MUM
SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT; SIDEWALKS, CURB: .
A MINIMUM DEPTH OF TWO (2) INCliESORREMOVED TO AN ." XPANISloN
29. A TEMPORARY COLD MIX ASPHALT PATCHSHALLBEPlACm .ON
PATCH TO BE PLACED, TO CITY OF RENTON poLtCY, WITHIN 10
FINAL PATCH. * . .
M",.ur "L.W""" BY THE STAR MANUFACTURING
WORI(S DEPARTMENT.
(2) INCHES. OIL MAT STREETS MAY BE
u"',Yr:.n,,· Y APPROACHES SHALL BE SAWCUT TO
EXC.A.VAllIDN WITH A PERMANENT, SEALED
SW?GlRADE INSPECTION PRIOR TO PLACEMENT OF
30. FOR CITY PROJECTS SUCH AS TELEMETRY"CONDUIT, THE PVC PIPE USED . SHALL Dt,"'LL iGIEMICAL PROCESS LINES SHALL BE
SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS ANON SCHEDUlE: .. UNDER IMPROVED AREAS.
: \::-'" -.", -> ,-,',;:'-' '
. -:~~~--: ;:: .
I' .
CITY OF RENTON
I
12. DATUM FOR VERTICAL CONTROL SHALL BE NOR1H AMERICAN VERTICAL DATUM 1988
METERS, AND FOR HORIZONTAL CONTROL SHALL BE NOR1H AMERICAN DATUM
1983/1991 METERS UNLESS OTHERWISE APPROVED BY 1HE CITY OF IRENTON
PUBLIC WORKS DEPARlMENT. REFERENCE BENCHMARK AND ELEVAllqNS ARE NOTED
ON THE PLANS. '
13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR 01HER~SE STABILIZED
TO 1HE SAllSFACllON OF 1HE DEPARlMENT FOR THE PREVENllON OF ON-SITE
EROSION AFTER 1HE COMPLEllON OF CONSTRUCllON. '
14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED
FOUNDAllON IN ACCORDANCE WITH 1HE STANDARDS AND SPECIFICAtioNS OF 1HE
CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARlMENTAND 1HE
LATEST EDITION OF 1HE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS
APPROVED AND MODIFIED BY 1HE CITY OF RENTON IN 1HE RENTON STANDARD
PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF 1HE
TRENCH BOnOhiOR THE TOP OF 1HE FOUNDA 1l0N MATERIAL, AS wELL AS
PLACEMENT AND COMPACllON OF REQUIRED BEDDING MATERIAL, to UNIFORM
GRADE S01HAT 1HE ENTIRE LENG1H OF 1HE PIPE WILL BE SUPPORTED ON A
UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6
INCHES ABOVE AND BELOW 1HE PIPE.
15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED
ASTM D 3034, SDR 35, OR DUCllLE IRON CLASS 50, UNLESS 01HERWISE
APPROVED BY 1HE WASTEWATER UllLlTY. .
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12
INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETE~ CONCRETE
RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECllONS
TO MATCH PAVING.
ICOORDINATE Wl1H
jUllUTY
I
iCONNECT TO
ITELEPHONE
ICOORDINATE Wl1H
,,!,~llLlTY
EXISTING SS MANHOLE
RIM i= 32.56' ,
8" It = 26.21
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AS NOTED
____ ~ _________ Date ______ r---+-------------------------~~---+--+-~--~~~------+-------~
_
_ , __ ~ _ _c_ ___ Date,-· --,--'---~==+~~~~==========tm~$z~4==jCHD"";c;;WN~' WL~------l _ '1 0. HE INCH I
Annrmip.<1 b' D t CHECKED: . y: _ a e JAC AT ruu. SCAlE 1-==:"'.;;;...,------1 If NOT ONE INCH
Annrnved b NO. REVISION BY APPR APPROVED, SCAlE ACCOROINOLY J!JC;
1505 N.
Suite 305
WA98109
.. '-
VERTICAL: NAW 19!18
HORIZONTAl...: tW> 1983/1991
LEGEND
1HRUST BLOCK
WATER UNE
GATE VALVE i'
WATER METER , ,I
POST INDICATOR VALVE if
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SS CLEAN OUT TO GRADE •
ELECTRIC --I:-E --
PROPERTY UNE - - - -
GAS UNE G
GAS METER ®
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Call before Y04 dig.
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ENTRY
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o LOCATION OF
• I EXISTING WATER '.D , MAIN
CONNECT TO I
EXISllNG WATERMAIN
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I NEWS" STORZ ADAPTER.
Planning/Building/Public W', ~rk Dept.r
CONNECT TO
GRAPHIC SCALE
.(.INFEET)
1 Inch = 20 ft.
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MY DENTAL MIXED-USERECj-IVEr~*1 _1/_14--\
SPR UTILITY PLAN ;u~~ 5 20;~ ~:;;:---I
RENTON, WA
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I fE REMolT TYP. k--__ I j
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GRA-VEL IS ' :j -, ,,-5EI 1/2" REBAR & CAP I Y "
2." 5 or :,,-'-. T.P. NO. 72240C0845 'iGrGD lS #15025" , ll::::
LlN[ n~~ER:-_ JEFF'S AUTO PEP';,'R LAN . AT-pr:;;OPEPTY ,CORr\iER ! 0
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TREE RETENTION
WORKSHEET
1, Total number of trees over 6' In dlameter1 on proJect Site: 1, ___ 3 ____ trees
2, Deductions: Certain trees are excluded from the retention caloulation:
Trees that are dead, diseased or dangerous 2
Trees In proposed public streets
Trees In proposed private access easements/tracts
Trees in critical areas 3 and buffers
Total number of excluded trees:
3. Subtract line 2 from line 1:
trees
. __ trees
____ trees
____ trees
2 I . _________ rees
3, ____ 3 ____ trees
4. Next, to determine the number of trees that must be retalned4, mu~lply llne 3 by:
0,3 in zones Re, R-1, fl.-4, or R·e .
0.1 In all other residential zones
0.05 in all commercial and industrial zones 4. ___ .15 ___ trees
5, List the number of 6" or larger trees Ihat you are proposlng 5 to retaln 4:
5, ___ 0 _____ trees
6. Subtract line 6 from line 4 for trees to be replaced:
(It line e Is lrml than zero, stop hiere. No replacament trees ire reqt.llred).
6, ___ 0 ____ trees
7. Multiply line 6 by 12" for number of required replacement Inches:
7. N~lnches
8, Proposed size oftrees to meet additional planting requirement
(Minimum 2" oolipe,Ir"""'1ul,O<Ij 8, ____ NA ____ inches
9. Divide lIns 7 by lIns 8 for number of replacement trses6 :
(If """.<I<!! ~ ,8 0, 9, •• 1." IOU.' up 10 tile next ""010 "uml><ll)
I. MeaelJr-ec at cheet hel;ht.
9.
per tree
__ ,NA ____ trees
• 000<1, dl ... ,od or d.ogOfOUO ire .. must be eortlflod.o .uch by • !oreat.r, roglslorod land",opo ""Moo!, or
certlfled !Brborl$t', and rBpproved by the Clly.
4. OO!.lnt only those tre9 to ~ NtaIMd O4.Jtslcle otaillc.al arM! end buf11ei1J.
~ The City may require modtfication otths tree retention plan to Elll8ure retention of t~e maximum number 1)'
I, ... por RMe 404·130H7.
il.lnehes af street trees, Inches of ires added 10 crttlcal aruslbliYer., and Inches oI1roes retained on altt! tl\at
are lets thaI"! 6'1 but are giemr tna11l2~ eln be !Jed to meet 1M trEe replacetnenl I'\lIqylrernenl
12J08
TREE INVENTORY TABLE
TREE SPECIES
T-1 P LUM
T-2 PL UM
T-3 A PPLE
TOTAL
DIAMETER TREES TO BE
REMOVED
8" 8"
8" 8"
8" 8"
24"
TREES TO
REMAIN
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IE llU m U 5
W\\'W .I!LLU MUS .COM
3600 1 36TH PLACE SE
SUI rE 230
BELLEVUE, WA 98006
PH 14251603-0088
FAX (425) 603-0068
INF"O@ELLUMUS.COM
SLT~ "..-.NNlNG AND cANoSCAPE Me. IITEcTURE
1601 u"l8' ""no" ~odh. Sult~ l S'''~., WIo.98101
T""."' ... '2 '''"".2;'.''''
MY DENTAL
MIXED"USE
TITLE
521 PARK AVE N
RE:NTON, WA
98055
5TATEOF
WASH(IoJ(;TON
REGISlERfO
STAMP
LA SCAPU.1C Eel
l«4 ~L.
JERIf COBURN
CERTIFICATE NO. I3I.l3
KEY PLAN
i!l!lu"", F",,,,
LANDSCAPE
.6UOlMITTAL
1:J0l/22f21:J14
SHEET CONTENTS
TREE
INVENTORY
PLAN
SHEET NUMBER
L 1 .10
RECEIVED
AUG 25 2014
C.lTY Of !~ENroN
P[AN,'lI N(.::; [)[VISI('JN
TAX PARCEl. NO, 722«XXJ85O
(PER WFG NA TIONAL TITlE COMPANY of WASHINGTON, LLC,
FILE NO. 00616B35, DATED NOVEMBER g6, 2013)
LOT 6 IN BLOCK 10 OF RENTON FARM f'4-AT, AS PER PLAT RECORDED IN VOLUME 10
OF PLA TS, PAGE 97, RECOROS OF KING COUNTY AUDITOR:
SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON.
TAX PARCEl. NO'S, 7224000865 AND 7224(QIIINI
(PER WFG NA TIONAL TITLE COMPANY,
COMMITMENT NO. 00615523. DATED OCTOBER 28, 2013)
LOT 7 AND THE SOUTH 35 FEET OF LOT a BLOCK 10, RENTON FARM PLA~ AS
PER PLAT RECORDED IN VOLUME 10 OF PLAT~ PAGE 9~ RECORDS OF KING
COUNTY AUDITOR:
SITUATE IN THE CITY OF RENTO~ COUNTY OF KING, STATE OF WASHINGTON.
RENTON BENCH MARK NO. 22
(NAVD 88) (VISITED 06/25/2014)
FOUND A 1-1/2" FLAT BRASS DISC AND A PUNCH MARK ON A 4"X4" CONCRETE
POST MONUMENT DOWN 0.6' IN A MONUMENT CASE IN THE CONSTRUCTEO
CENTERLINE OF BURNETT A VENUE N APPROXIMA TEL Y 5' SOUTHERL Y OF THE
CONSTRUCTED INTERSECTION OF N 6TH STREET & BURNETT AVENUE N.
ELEVATION = 9.25'
A BEARING OF NOO '00 '57"E ON THE CENTERLINE OF PARK AVENUE N ..
PER RECORDS OF SURVE~ AS RECORDED IN BOOK 155 OF SURVYE~
PAGE B~ RECORDS OF KING coUNT~ WA.
SUBJECT PROPERTY IS LOCATED IN ZONE "X" WHICH IS NOT LOCATEO
IN 100 YEAR FLOOD HAZARD AREA AS PER FEMA MAP PANEL NO, 53033C0977F
DATED MAY 16, 1995,
ALL CURBS SHOWN IN PARKING LOT ARE EXTRUDED, UNLESS OTHERWISE NOTED.
FOUND A TOTAL OF 4 SURFACE PAINr~D PARKING SPACES INSIDE
SUBJECT PROPERTY.
REGULAR = 4
HANDICAP = 0
SUBJECT PROPERTY IS ZONED "CA" p17ESENT USE IS SINGLE FAMILY/COMMERCIAl.
BUILDING SETBACK REOUIREMENTS:
FRONT = 10', SIDE STREET = 10', SIDE = 0' REAR = 0'
MAXIMUM BUILDING HEIGHT = 50', EXCEPT 60' FOR MIXED USE
PARKING REGUIREMENTS:
SINGLE FAMILY = 2 SPACES PER DWELLING UNIT,
RESTAURANT = 10 PER 1,000 SO. FT. OF DINING AREA
FOUND NO VISIBLE EVIOENCE OF
EARTH MOVING WORK BUILDING
WITHIN RECENT MONTHS PER OUR
SUBJECT PROPERTY,
CEMETERIES,
APPROX, SUBJECT PROPERTY AREA IS 13,948 SO,FT,+/-(O,3 +/-ACRE]
PER THIS SURVEY.
~ SUBJECT PROPERTY TAX PARCEL NO'S. 7224000860, 7224000855 AND 7224000850
8) THE TOPOGRAPHIC SURVEY SHOWN HER~ON WAS PERFORMED IN JUNE OF 2014,
THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH
AN ELECTRONIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD.
WRITTEN FIELD NOTES MAY NOT EXI~r. CONTOURS ARE SHOWN FOR CONVIENENCE
ONLY. DESIGN SHOULO RELY ON SPO' ELEVATIONS.
INSTRUMENTATION FOR THIS SURVEY WAS A LEICA ELECTRONIC DISTANCE
MEASURING UNIT. PROCEDURES USED IN THIS SURVEY WERE DIRECT AND
REVERSE ANGLE~ NO CORRECTION NECESSARY MEETS STATE STANDARDS
SET 8Y WAC 332-130-090,
-+ FOUND MONUMENT AS NOTED
~ FOUND REBAR & CAP AS NOTED
• SET REBAR & CAP AS NOTED
PLUM PLUM TREE
APPL APPLE TREE
T,P, NO. TAX PARCEL NUMBER 'D.. UTILITY POLE
IZI CATCH BASIN
CONC CONCRETE
R-O-W RIGHT-OF-WAY
® SANITARY SEWER MANHOLE * FINISHEO FLOOR ELEVATION
m ELECTRIC METER
( ) RECORD AS NOTED
~NUMBER OF PARKING SPACES
X SPOT ELEVA TION
Ii!I WA TER METER
1:'1 FIRE HYDRANT
@ STORM DRAIN MANHOLE
~ MONITORING WELL
lID GAS METER
.. WATER VALVE
I!l TELEPHONE VA ULT
® WA TER MANHOLE
I.: . ·1 ASPHALT SURFACE
t· .. / J CONC SURFACE
II I I I I STAIRS
I,"'" ".j GRAVEL SURFACE
I' j , j I BRICK SURFACE
--It--
---OHIP-P---
BUILDING LINE
CENTERLINE OF ROAD
OVERHEAO WIRES
-0---0-CHAIN LINK FENCE
-X:-------'X-WIRE FENCE
__ 0 0 -WOOD FENCE
----W BURIED WATER LINE
---G ---BURIED GAS LINE
----E BURIED POWER LINE
---T BURIED TELEPHONE LINE
o DECIDUOUS TREE
TRUNK DIA SHOWN IN INCHES,
TO: PARK 09, LLC, A WASHINGTON UNITED LIABILITY COMPANY ANDWFG NA HONAL
TITlE COMPANY OF WASHINGTON;
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS
BASED WERE MADE IN ACCORDANCE WITH THE 2011 MINIMUM STANDARD DETAIL
REOUIREMENTS FOR ALTA/ACSM LAND fITlE SURVEYS, JOINTlY ESTABLISHED AND
ADOPTED BY ALTA AND NSPS, AND INCL.UDES ITEMS 2, 3, 4, 16 (A) AND 6 (B)
INFORMATION NOT PROVIDED BY INSUFI~R], 7(A), 7(BJ), 7(C), 8, 9, 11 (A), la 1~ 14, 16, J7 AND 18 OF TABL~ A THEREOF. THE FIELD WORK WAS
COMPLETED ON JUNE 25TH, 2014,
08/J3/20l4
MARK A. BORYS PLS#46876 nATF'
A.L.T.A./ A.e.S.M. LAND TITLE SURVEY N. 6TH STREET
"PUBLIC ROADWAY"
589'37'56"1'/ 2B6.75' CALC'D
(2B6, 67' ROS J55/85)
(286.77' ROS 149/91 & 34/126) S89 '37' 56 "W 27J. 76' CALC' 0
(271.85' ROS .15:::5-:.'./~8:::5~) ==it::::::~L==-~1t06_25:: It-tt
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tJI MON IN CASE CENTERLINE tJI
BRASS DISC INT~RSECTION
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CATCH BASIN
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06-25-14
FOUND REBAR & CAP
"LS '9158"
0.1' S OF PROPERTY
CORNER
'GRAV~L
1.2.5' ,tj
8UIlDING
ENVELOPE
AREA 219
SO, FT. +/-0
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11,8'
CONC '.,
- - - - - - -_---"P-:=-:::. - - - - -
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S89'59'29"W
~8.
LINK FENCE.
, N OF LINE
BUILDING
AREA 85
5O,FT. +/-
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S"PLUM
T.P. NO. 7224000865
OWNER: LINDA & GARY RIFFLE
ZONED: CA
06-25-J4
FOUND REBAR & CAP
"LS '9158"
0.3' S & 0.1' E OF
CHAIN LINK FENCE PROPERTY CORNER
N89'59'50"W 107,36' IS 0.3' N & 0.5' W OF
PROPERTY CORNER
. . . . . . . . . .......................... ...... . . ... ... ...
TAX PARCEL NO . .. LOT 8 ::::.,.,,!~:.~ :::.::.'.::::.'. ...
56.5'
F.F. ELEV.
B2.<1',/-
ROOFELEV.
46/1'+/-
BUILOING ENVELOPE
AREA 1,143 SG,FT,+/-
ROOFElEV.
488',/·
40,7'
TAX PARCEL NO, 7224CXXJ855
LOT 7
S"APPLE lO,6'
T
28.4'
_-F,F, ElEV.
34.6'+/-
BUILDING ENVELOPE
AREA 1.510 SO.FT.+/-
'.;> •
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ROOFElEV,
50.7'"1"/-
22,7'
S'
F.F, ElEV.
33./'+/-
-
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F.F. ELEV.
85.0'+/-
24.3' ,
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47.4',/-F.F. ELEV. LOT 6
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TAX PARCEL NO. 7224000850
GRAVEL '.
107.35'
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POSITION
CATCH BASIN
RIM=31,86'
IE 12" CPP S 26.95'
IE 12" CPP N 21.06'
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RIM=31.92'
IE 6" PVC S 29.67'
IE J2" CPP N 27.37'
DOWN 0 1 ' 'I ~ ~T.. ~ON IN CASE BRAS:;' DISC '
NJtg'57'~7J.at ~~, ~--~--~It----~------------It------~It-----------------It--~-----It--~F
RECEIVFD
{-lUG 25 2014
CIT'! Or. m,NTON
(271. 90 ' ROS 55/85) . N89"57'49"E 286.68' CALC'D
(286. 72 ' ROS J 55/85)
(287,11' ROS 149/9J '& 34/126)
N. 5TH STREET
'PUBLIC ROADWAY"
~ iO '" r.... . OJ. 0'1 If)r....~ ~~ c'-06-25-14
. ~ tJ • It) u: ~ FOUND CONC
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P lO..-:c ~ , co BRASS DISC
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PLANNING DIVIS10t,J
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IELLUmU§i
WWW.ELLUMUS.CDM
3600 1 36TH PLACE SE
SUITE 230
BE:LLE:VUE:, WA 9800~
PH (425) 603-0080
FAX (425) 603-0068
INFO@ELLUMUS.CDM
TITLI::
MY DENTAL
MIXED-USE
521 PARK AVE j-..J
RENTON, WA
98055
STAivlP
KEY PLAN
SHEET CONTENTS
RODF
SHEET NUMBER
A10S
f.:EdF!\ .if"
AUGi2 F ; i)',:,
CITY C)~ oj
PLANNI:J'" .
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1505 Westlake Ave. N.
Suite 305
WA98109
x
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CITY OF RENTON SURFACE WATER DRAINAGE NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
I
BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, 'A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN
REVIEWER. .
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1996 STANDARD ?PECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT lAND
THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE qlTY OF RENTON PUBLIC WORKS DEPARTMENT. . I
THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. IANY
DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.I
A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER. CONSTRUCTION IS IN PROGRESS. i
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 I THE
PLANS. I
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. . :
, I
ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHER;WlSE
APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY S~CTION. !
GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A , I , I
LANDSCAPE ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENli, SURFACE WATER UTILITY SECTION. i
. _ I· I
ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREP~RED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STA~ OF
· [}J .I j. : '. :""---": ~,
-x -r---~~JO~~~ L~ADE~ -x-------~ ~-'-~ .. -.---.--. -~i --~.. • '.-.:
tJ
WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTI9N. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BonOM 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 !WlLL
BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWACLASS ''C", WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BAC~FILL
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 IN8HES
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.
x
c. 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 iWAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF REr'~JTON
MA EXISTING
GRADE
PLANNING/BUILDING/PUBLIC WORKSADMINISTRA TOR. . . . I
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
1 x .'
I -~~++~~--'---~--:----t~ ... --..... IIF'i .. ' .... Il--x .4:,
x
x
x
T (206)
F (206) 522-8344
WWW.PAClANO.COM
/
x
ROOF UNE
STORMDRAIN CLEANOUT
PERFORATED
ROOF DRAIN LEADER
STORM DRAIN CLE~NOUT
'ROOF UNE
x
x
MYOENTAL
FFE = 33.0
,'.iI ;. "'44 ,"' ..
: . ., .
.... .~.4
... ~~
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 TOITHE 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 RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION ANO/OR
LIABILITY CONNECTED WITH STORM SURF ACE WATER DISPOSITION. FURTHER, CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING I AND
MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION.
17. THE CONTRACTOR SHAUL BE RESPONSIBLE FOR PROVIDING ADEQUATE ARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS
TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO InD"'1T"f'T PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY' THE E ---~-... ~ ~1~r;c":i':7~'i!;~ ;,:;~~~P.ti~:l:~. :t;~~W.l~~~'!k ,~~~tb~i1tJ~w'1~M·~D~IV~IStoro:N.N.~·' (Ll~.~~~'v~'·:~:):~';Ji OF THE WSDOT STANDARD;~~~~~~~~~~~E:~'~~~~JI~~;~~,~~~:~~~ '~:~~~P:L~' THE
x
ROOF LINE
x
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~"" ... ---11 ..... _-'--'" .. --T -.... ~ ..... ·· .. ··· .. ·_·--·1·;·. ,., ... ·-,",,·-··.'~I-"·· c· ..... · .• : .. I. ;I-~ .. "j~·;
· .' ... ...
x
x
x
x
CITY OF RENTON
Approved by: _______ Date __
Approved by: Date
1 .... /
Ll.l
.,.01" <1 4 -..;
'. '?C'
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GRAPHIC SCALE
5 W ~ ~
1~~I_iiiiiiiiil!~~~~1
( IN FEET )
1 inch = 10 ft.
18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT WITHIN THE AQUIFER PROTECTION AREA (APA).
LEclEND (SEE SURVEY FOR EX. LEGEND)
I
I EXISTING CONTOUR
, PROPOSED CONTOUR
SPOT ELEVATION
TYPE I CATCH BASIN
TYPE II CATCH BASIN
CLEANOUT TO GRADE
(C.O.T.G.)
STORM DRAIN PIPE
SUR'\IE'r!O: SCJ\L.E:
DESIGNEO; see
D~WN:
25
26.9 r--•
•
-FINISHED FLOOR ELEVATION
TOP OF CURB
TOP OF PAVEMENT
HIGH POINT
LOW POINT
FFE
TC
TP
HP
LP
RDL
FD
ROOF DRAIN UNE
FOOTING DRAIN
RIDGE/VALLEY -RIeGE-/ -VAl:.tf¥-':
Know what's below.
Call before you dig.
\lERTlCAL.: HAW 1986 AS NOTED HORIZONTAL: NAO 1983/1991
PROPERTY = 13,947 ,SF (0.32 AC)
OF WORK = APPROXIMATEL Y 15,500 SF (0.36 AC)
"{LV'M'" OF CUT = APPROXIMATELY 200 CY
V\.(.LVMI:. OF FILL = APPROXIMATELY 300 CY
DRAINAGE SCHEDULE PROPOSED
STRUCTURE'
TYPE
STORM FILTER
CATCHBASIN
II-54" CB *
EXISTING)
EX. TYPE I-A
CB
RIM IE (OUT)
31.9 29.6
32.28 29.2
31.9 29.6
3 9 28.3 EXIST) 1.
28.9 (W)
REMO'VE EXISTING ORIFICE PLATE FROM TEE ,
AND ROTATE EXISTING CONE AND LADDER
ALLOW NEW SOUTH INLET.
PIPE #
OJ
PIPE SCHEDULE
DIAMETER
12"
12"
12"
LENGlH
(FT.)
22
10
64
SLOPE
(FT./FT.)
.019
.005
.006
RECF:!VED
AUG 25 Z0i4
CITY or-~!;;:NTON
PLANNING DIVIS10N
PAGE:
Approved by: Date ___ 1---+-==.:..::=.!.!!=:!!..--===:-:--~---f~T=T:=-k~~--~
Date NO. REVISION BY DATE APPR APP""",,JAc
I : ONE INCH I
AT FULL SCAlE
IF NOT ONE INCH
SCALE: ACCORDINGlY
Planning/BUilding/Public.' IVMb Dept. ,.
MY DENTAL MIXED-USE
GRADING AND DRAINAGE PLAN
RENTON, WA xxi
--.,
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10 ,
1n
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GLASS CURTAIN WALL -----L
CONCRETE -----k
L
® NORTH
2 1/8" _ 1 '-0"
@22"x34"
4
32' -"
cp
HORIZONTAL METAL SCREEN FOR ROOFTOP EQUIPMENT
HORIZONTAL METAL SCREEN
10' -0 112"
____ -4' X 8'GREY FIBER
CEMENT BOARO PANEL
I
40' -0"
Cf
VERTICAL METAL FIN
I
Roof Stair
53' -0"
Parapel
50' -6"
t'(OOT
481 _ on
_~ Level 3 Loft
39' -0"
Level 3 --30' -0"
~
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__ ----HORIZONTAL woo6 SIDING ,
4' X 8' GREY FIBER 'ICEMENT
BOARD PANEL
~ Level 2 .-:,
15' -0" \.:Y
I
GLASS CURTAIN WiLL ~;;;;!;;;~!c'c;C~---
CONCRETE
of
Sidewalk
-0' -
HORIZONTAL METAL SCREEN
__ Roof Stair
53'';' 0"
Parapel
50' + 6 11
t'(OOT
48'! 0"
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Level 3 toft
11/-----GLASS CURTAIN WALL
39'! 0"
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30'10"
Level 2
15 1 -0"
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IEllumus
WWW.ELLUMUS.ODM
3600 136TH PLAl::~ BE
SUITE 230
BELLEVUE, WA 980[J6
PH (425) 603-008tOl
FAX (425) 603-006S
INFO@ELLUMUS.CDM
TITLE
MY DENTAL
MIXED~U6E
521 PARK AVE N
RENTON, WA
98055
STAMP
KEY PLAN
I" .. u~[] F",.: D .• :r.."
SHEET CONTENTS
ELEVATIONS-N,
E
SHEET NUMBER
A200
CI. TV O .. ·~ t,; '"".' '\1 '~~1'{JVS!l PLA~INING DIVI.sIO~J
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42' - 2 1091128"
4' X 8' GREY FIBER CEMENT BOARD PANEL -
31' -3101/128"
CD SOUTH
1 1/8" = 1 '-0"
~ ,"'-:'-'.--. -. :,::,-.,--~,:,--,~"-c i' ,
, . .,-~ ,,--.~
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HORIZONTAL METAL SCREEN
GLASS CURTAIN WALL -----.. __ _
I
4' X 8' GREY CEMENT BOARD PANEL --='t<:==-
1/8" = 1 '-0"
D)
"._ 0:;.,;, Lt' q) cp
HORIZONTAL IMETAL SCREEN
__ -+ Roof Stair ~
I 53'-on \J __ + Parapel ~
I
50' -6" \J
KOOT ~
---t 48' _ 0" \J
i
_---c'Level 3 Loft
39' -0"
Level 3
30' -0"
GLASS CURTAIN WALL
Level 2
15' -0"
__ Roof Stair
I
53' -0"
_Parape!
I 50' -6"
, KOOI
48' -0"
Level 3 Loft ----"' T 39' -0"
Level 3
30' -0"
_ Level 2
15' -0"
~~
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Gracle of Exterior
----;,-;--. Sidewalk
Grade of Exterior
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IEllUmUS
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3600 136TH PLAOE BE
SUITE 230
BELLEVUE, WA 98006
PH (425) 608-DOB8
FAX (425) 603-0068
IN FCJ(g)ELLUM US. COM
TITLE
MY DENTAL
MIXED-USE
521 PARK AVE N
RENTON, WA
9BD55
STAMP
KEY PLAN
-::------
SHEET CONTENTS
ELEVATIONS-S,
W
SHEET NUMBER
A201
R·· EeCIVCT L-____________________________ ~ ______________________ ~ __________________________________________________________________________________________________________________________________________________________________________ ------________ ~~~l~.~. t_LJ
AUG 25 201'\
CHY OF f,!;;;l\lTOi\j
PLANNING DIVIS1C,!\
CD North East View
0\ Park Ave N View
"-"--'
i,
8) South West View
North West
L-__________________________________________________________________________________________________________ ------------------------------------------------------------------------------------------------------------------------------------------------------------------------.. ----------------------------------------------------------------------------------------------------------------------------------------------------------+-------------------------------------------------------------_."""", "~;,A~~CP~IOOTQI:~'''O'"O''''-'
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3600 1 36TH PLAr::E BE
SUITE 230
BELLEVUE, WA 980005
PH (425) 603-0DElB
FAX (425J 603-0068
INFO@ELLUMUS.CDM
TITL.[::
MY DENTAL
MIXED-USE
521 PARK AVE N
RENTON, WA
98055
STAMP
KEY PLAN
SHEET CONTENTS
3D VIEW
SHEET NUMBER
AD 1 1
f<ECEIVED
ClTY Of m,l'HON
PLAN~IING DIVISION
III
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\\"i~-S II Ii I I i ~, I i'll ~&F~;"x~~~r~ r>~:-' iii , I '1 I (' : :1':':'" ' "'.:" i I _~--TEMPORARY CONSTRUCTION
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COMPACT COMPAl' COMPACT
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LANDSCAPE, LOT COVERAGE, PARKING
ANALYSIS
SITE AREA: 13,948 SF
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SITE AREA AFTER INCREASED R-O-W: 12,7M SF
\ \ I 'I IMPERVIOUS SURFACE: 96.8% '
IEllUmu§I
WWW.E:LLUMU!3.CDM
3600 1 36TH PLACE. SE
SUITE 230
BELLEVUE, WA 98006
PH (425) 603-0088
FAX (425) 603-0068
INFO(@ELLUMUS.CDM
T['f[.,.E
MY DENTAL
MIXED-USE
521 PARK AVE N
RENTON, WA
9S055
KEY Fib AN
\ BUILDING FOOTPRINT: 6811 SF
\ 1/1_' ~<l;~~.1 ~~~,S~1:~~~riREA:il"C'-~~'-_L '-_~~ ~--C-~=~=,,----" ,',' ,·l ",:, '. -L2. 6,397 SF'-<
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II NET FLOOR AREA:
/ /' L 1 QOMMERCIAL: 1026 SF '
/ 1/ L20EEICE: 4191 SF
i II COVERAGE: 63.5%
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PARKING REQUIRED BY CODE: 31 STALLS
NEW PARKING PROVIDED:
STANDARD (9.0' WIDE) = 15 STALLS
COMPAqT (88 X 16') = 7 STALLS
ACCESSIBLE= 2 STALLS
TOTAL='24 STALLS
LANDSCAPING: 411 SF
REFUSE/ RECYCLING CALCULATION:
REFUSE
L 1= {2072 Sf" /1.000) X 10= 20.72 SF
L2='{6397 SFI.1 000) X 10= 63,97 SF
DU," 7 X 3= 21 SF
TOt~L= 105,69 SF
RECYCLING
L1~(2072 SF/1000) X 5= 10,36 SF
L2= (6397 SF/1000) X 5= 31.99 SF
DU= 7 X 1.5= 10.5 SF
TOTAL= 52.835 SF
TOTAL= 158,5
BICYCLE PARKING:
24 PARKING STALLS X ,10= 2.4 = 3 BICYCLE
PARKING,
I","UI!:D FIIR: PATE:
SHEET CONTENTS
LEVEL 1 FLOOR
PLAN
SHEET NUMBER
A10l
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GiTY Of !;~~1\!TO~!
PLANNING DIVISION
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1505 Westlake Ave. N.
Suite 305
Seattle, WA 98109
T (206) 522-9510
F (206) 522-8344
www.PAClAND.COM
4 15 19
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SITE LEGEND RiS E
ADJACENT USE: AUTO SERVICE
SETBACK
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I RIGHT-OF-WAY
I DEDICATION
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FULL ACCESS
AREA STRIPED AT SYSL/4" AT 45' @ 2'-0" O.C.
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CONCRETE SIDEWALK !
II EXIT PORCH. SEE ARCHITECTURAL PLANS FOR EXACT SIZE AND LOCATION FOR STOOPS, :
STAIRS AND/OR RAMPS THAT MAY BE REQUIRED. RAMP PAVEMENT FLUSH WITH THE "
TOP OF STOOP, 1: 12 SLOPE MAX. ;
® ACCESSIBLE PARKING SPACE TYPICAL. SEE DETAIL SHEET FOR ACCESSIBLE PARKING
SPACE SIZE, SIGN AND SYMBOL ("VAN"-INDICATES VAN ACCESSIBLE SPACE)
® CONCRETE CURB AND GUTTER TYPICAL.
CD ARCHITECTURAL SIDEWALK,I SEE ARCH. PLANS.
® SAWCUT, MATCH AND JOIN EXISTING PAVEMENT.
® BIKE RACK, SEE ARCH. PLANS FOR DETAILS.
CD CONCRETE WHEEL STOP
CD CITY OF RENTON DRIVEWAY APPROACH
LEGEND
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SITE PLAN NOTES
1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND
CODES AND O.S.H.A. STANDARDS.
2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING
CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING.
CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY
, GEODIMENSIONS, DATED 6/30/2014. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING
FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF
CONFLICTS ARE' DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO
INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF
CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON
THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A ,
TOPOGRAPHIC SURVEY BY. A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER
FOR REVIEW. . ,
3. CAUTION -NOTICE TO CdNTRACTOR i . ,
THE CONTRACTOR IS SPE9iFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
. EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS:
UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION liS
NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE
APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO :
REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE i
. CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH
" CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS.
4. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND
DIMENSIONS .OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS,'
PRECiSE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.
CONTRACTOR SHALL CONFORM TO ALL FEDERAL, STATE, AND CITY A.D.A. REQUIREMENTS.
'. l:L$" .' 30'
· <1' ..
:.. . .I"
STANDARD DUTY ASPHALT PAVEMENT
\
\ 5. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND
,
i". WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. SEE LANDSCAPE PLANS ANq
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CONCRETE SIDEWALK PAVEMENT
,
PAVEMENT PER ARCH. PLANS
CONCRETE CURB & GUTTER
NUMBER OF PARKING STALLS PER ROW,
YELLOW STRIPING
NEW PARKING AREA STRIPING
MYCENTAL
FFE = 33.0
1ST FLOOR
FOOTPRINT
= 2072 SF PROPERTY LINE Know what's below.
"~I(GR()SS FLOOR I
.• 1\",[.1\ = 18814 SF)
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BUILDING'DATA
PROPOSED BUILDING:
TOTAL GROSS FLOOR AREA = 18814 SF
COMMERCIAL GROSS LEASABLE AREA = 1087 SF
OFFICE GF A = 6397 SF
RESIDENTIAL (7 UNITS) GFA = 10345 SF
Call before you
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I' PARKING DATA _~d,1 --.,;.-,;......;.;...:.:---------------
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NEW PARKING PROVIDED
STANDARD (9.0' WIDE)
COMPACT (8.5' X 16')
ACCESSIBLE
TOTAL PARKING
=15 STALLS
= 7 STALLS
= 2 STALLS
= 24 STALLS
ADJACENT USE: AUTO SERVICE
CITY OF RENTON
GRAPHIC SCALE
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( IN FEET )
1 Inch = 10 ft.
if , CITY OF RENTON PARKING RATIO:
COMMERCIAL = MIN. 2.5 PER 1,000 SF
RESIDENTIAL = 1 PER UNIT
OFFICE = MIN. 5 PER 1,000 SF
PARKING REQUIRED = 31 STALLS
SCAlE:
DESlGNEO; /'S NOTED
SBB Approved by. ________ Dote' ___ ~-+--------------I----l--"--l+--'---to;;;;;;;:-=:...---t-----
Approved by. .
O WL Approved by. ote,_,--_ 1--+-:::=-:::-:=:::-~--------In7;;;rn;;b;;J.";rr---i--:==------l
Approved by. Dote, ___ f---i-"'-"'-'-'::":':"":= :!!--;~-;;;-----i~'~~-;;;~~:----1
NO REVISION BY DATE, APPR
lONE INCH I
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
\IER1lCAL; HAW 1968
HQRIZONTM...: NAQ 1983/1991
Planning/BUilding/Public
f NOTES. I
~
"\.':',,', 6. DIMENSIONS SHOWN REFER TO FACE OF CURB, FACE OF BUILDING OR TO THE CENTERLINE OF PAVEMENT STRIPING, UNLESS OTHERWISE NOTED. I
7. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED 9R
RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 1
1
8.
9.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING But NOT LlMITE~
TO, ALL UTILITIES, STQRM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIR~D.
~~~~~~ ;~:~~5 1~/~~g~D~~CEc~~ s~~~R~r~NtL~~E~RII~E~ASr~~~ICA TlONS ANiD
CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR THE CITY
ENGINEER'S APPROVAL PRIOR TO ANY WORK WITHIN THE CITY RIGHT-OF-WAY.
REFER TO BOUNDARY SURVEY FOR LEGAL DESCRIPTION, DIMENSIONS OF PROPERTY LINES;
SHEET 1 OF 1) . !(\! \;~ •• :~,(;~~';:'.L'!::;'.:".,\:::),-.~ '. .. ,., . _, _ _ ~:''i' _ _ "
11. ALL NEW ON-SITE PAINTED STRIPING SHALL BE DOUBLE COATED. SEPARATE COATS SHALL
BE APPLIED NO SOONER THAN 4 HOURS APART. (CONTRACTOR TO REFER TO PROJECT !
SPECIFICATIONS FOR ADDITIONAL PAVING MARKING REQUIREMENTS.) PARKING LOT I
SHALL BE YELLOW, ,4" WIDTH, & DOUBLE COATED, UNLESS OTHERWISE NOTED. LIGHT I I
BASES TO BE 'PAINTED ,TRAFFI9 YELLOW (DOUBLE COAT). EXISTING STRIPING TO " ..... ,,""
RECEIVE ONE COAT: , ... "
12, " REFER TO ARCH. PLANS FOR SITE LIGHTING AND ELECTRICAL PLANS.
',"
SITE DATA
PROPOSED SITE AREA
LAND USE CLASSIFICATION ZONE
LOCAL" JURISDICTION
= 0.32 AC
= CC (COMMERCIAL CORRIDOR)
= CITY OF RENTON, WA
= ZONE X FLOOD ZONE CLASSIFICATION
PARCEL NUMBERS = 7224000850, 7224000855, 7224000860
SETBACKS
PER CITY OF RENJON MUNICIPAL CODE FOR CA ZONE:
FRONT -.' 10'
REAR = 15'
SIDE = 0'
MY DENT AL MIXED-USE
'SPR SITE PLAN
RENTON,WA
RECEIVFD
AUG 2!\ 2014
r"l''1 Ol~ . ~...,..~ '! •
PLANNINC; DIVISION
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