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J COMPAC CpMAC 'P
EX 12' ALLEY ROW � '• Xp " ^
hry h` CB TYP RUI- J+ r f$ " sail
Gil
EDGE ASPHALT PAVING
"- ," -.. - 2 O - h 51 allnryb 123' 101"E63
�'PVC,"S .0. INSTALL 6" 29.w Awlnc rucN� 1 ��! SII Pr SDOMO,/SEE PRFE$BELOW O�E1
7
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p N cRovER Nc '� I N 0986 -/"PVC FROM DSPOUT E. 1 INSTALL I2'WIDF
" ARE x4' h cu DWY TYPE CI PER TA 6~790, INSTALL
" h 7 E 1.8]8 SIDE BLDG TO CH". CB NI, TYPE I IN 5F LH E,
O .STD PLAN 104 ffi 104 2 ' ryf
A h': 0 hz� -_o `� os (SHT C-5) CURHLINE,RId-
321 LE.EX 12"N
ti L 9' h.Jb N 1935.9469 a21 5r LE 8" W
E i 285 MATCH ?
h 'h 48.8'
CROWNS.
m hry. N 19 9 11'
E 494 579 a
36. 3 SL-80a/aD D.I. E ¢ 0,,8" H w V V-yy y-ru
Sl
b - - - 21.0 1911. 736 SL=10 Yo ; a j CUT ffi CAP
y h mnsn ARE IS.O 0 -tX
O4'.CLR "yI cl� M 150 1 MAIN
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LL F
6TALL CIN M611 AT A TINE O N
suTRan OLIcD,, 'ICN DAR hry. 1 i ,1-
e
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°
hry
His SQUARE EEET MIMMVM slzE 90 A 0+96 0 CB 714 _ 7� : ATE EX.3/4'
-u axe. titHRt 3T Y 31.8,1 E. 8" OUT = TAIL SHT. Cfi. RN`N 1920.9322 W R 6ERVICE S.E.4"N -290 LE 4' 29.67 [N LE.8"IN ffi OUT=AS
WN TO
�+ "+ BOTTOM OE DRY -
o .=293 LE. 6"W.= ® SE PROP.CORNER j TAW 10 ORIZ I g RR'
WELL TO BE IB'SQ. 8.0. INSTALL 6" MMONiTORMC i1£L!5 "1 FRO SDAND s;
hry SEE DET. THIS SHT. LBOW TURNED ry ` WST ATION p
.. 'A M@ SEEL ]
PLAN3 ffiS
h ^r Ib •,. `J I TO WATER PLAN•(��. 3
777 H
�p e (MCH BA.s, " 40
TI I • ._: pl
EX. 12'ALLEY I EMERGENCY OVERFLOW - .3 M
J ROW �_ PATH FROM DRYWELL IN O
2' ROW DEDICATION TO CITY OF RENTON 9 5 ROW DEDICATION
EVENT OF CB BLOCKAGE v h
OR TOO MUCH FLOW TO
LL dd 3
35 N 1936.8177 PAVEMENT SECTION: 2" COMPACTED THICKNESS DRYWEL O� _
(EXCEPT 3" IN ALLEY) OVER 4" CRUSHED PROPOSED GRADE ® CL PIPE N 1930.4649 a EX GRADE@GLPIPE 35 3? -p
SURFACIING TOP COURSE. SEE SEC. A -A, SHT C-2 SHE N 1936.0963 E 4947.5579 -
E 49 5763
E 4911.8756 '
APPROX. LOCATON BURIED POWER N 1935 9469
30 r 28' 10' s m 4"PUG 34'-a"sn(Dcccso)sc-1.a� 30'-S"SDSL+.OAA- E4979531 30
C"+ SNPERF 8 2.0%, 4 � h
°sp h
ry
q Z y STA 0+87.5, CB 93, REMOVE ABANDONED 3/4
F , 3 N 1956.8177 --1TAA0 .0, CB:E 4" PE MINIMUM OVER QUALITY VAULT SEE
�- STA 0+19 0, INSTALL CH H RAI
ELEV. BOTTOM WATER SERVICE r+z u
25 FO.:. DRYWELL-26.0 N19444986 I.E.B OUT 29.48 .[i z '%+w
yaG a 2222. 18' E49118782 _ c"Ps1u PARK AVE- 25
h
m 7. TYPE 1 IN CURBLINE, RIM
DRYWELL ROOF 28.87 E 4" E. = 29.3, LE. 6" TOP OF PVC PIPE DET. SHT. Cfi. RIM 32.3,
pO INFILTRATION SYSTEM SEE STA 1+08.3, CB A5, TYPE 1. RIM = I.E. S" IN &OUT = 29.13 32.1. I.E. EX 12"N,CH CROWNS. , LE 8"
Mei W =TUR INSTALL 6" UNDER PAVEMENT 2.
DETAIL THIS SHT 32 6D I.E. 4" N. 291 I E. 4" S. = 29.0, W - 28 83 MATCH
20 _Mxi : I.E.6"W.=26.0. NSTALL 6w ELBOW ELBOW TURNED DOWN
1+50 2222.. TURNED DOWN. 1+00 STORM DRAIN PROFILE 0+50.. 2222.. 2222. 2222. 20
...0+00
R ry' FINISHED GRADE
STORM DRAIN CONSTRUCTION NOTES:
1. SEE SURFACE WATER STAMMW PLAN NO7FS, SHT C -IA.
2. UNLESS NOTED OTHERWISE STORM DRAIN PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER
GASKETED ASTM D 3034, SDR 35.
3. THE APPLICANT SHALL FOLLOW THE RECOMMIT TIONS OF THE GEOTECHNICAL REPORT PRI
BY MERIT ENGINEERING INC, DATED JULY 10, 2014.
2' ROW DEDICATION
COMPACTED CLASS B ASPHALT -
CONCRETE. 3" DEPTH IN ALLEY, 2"
DEPTH MY DENTAL PARKING LOT
MPI. 4" COMPACTED DEPTH
CRUSHED SURE TOP COURSE
AzT1]19141210%\ RRNR
USE THIS PAVEMENT SECTION FOR
MY DENTAL PROJECT PARKING LOT
1Z1 1u1': YE •.4::1p
SECTION A -A NOT TO SCALE
ALL COMPACTION TO BE MINIMUM OF 95% OF MAXIMUM DENSITY
SECEIONCI F10W CONIROL IMPS
CITY OF RENTON
Approved by:
Date:
Approved by:
FIGURE C3.2.0 TYPICAL DRYWELL DNPD,TRATION SYSTEM
Approved by:
Roof D9wn6pON
Approved by:
House
TYRE I
d�
Catch Basin
g9l:�
p
Roof ow
Downspout
C)
IS' 3QOARE
DRY WELL Hole Fillatl XtliM1
PLAN VIEW P/x-3'Washetl
D ain Ro k
NTS
Roof Downspout
ASPHALT NIFY .bIR10OCCI.MLCXXX
HOOse-OrerL
PA�VyEyMyENT �VC
166"2.5'MIN.
L%
N%
6" DIA ELBOW,
AR8N1I
PVC Pipe i�,� V
TURNED DOWN
Gatch Benin 6"DIA.
I8 SQCARE 3'0
TYPE 1 Iy 4 Mdt
2 hole F""a with
j
XYOER56tl16 1 /x 3 WashlM
Filler Fab11C Drain Rock
16 min- p
.ape g�epp 8�A3 LEV.26.0
Min. V above Seasonal
DRY WELL High Grouncisaer TaWe-24
SECTION i
2222..
NTS --_-..
BOTTOM, SIDES AND TOP OF WASHED
ROCK DRYWELL TO BE LINED WITH MIRAFI 140N OR APPROVED
EQUAL./ MINIMUM OVERLAP OF FABRIC SHALL BE 12 INCHES. CONTRACTOR SHALL NOTIFY ENGINEER
FOR AN INSPECTION AFTER DRYWELL
IS EXCAVATED ffi FILTER FABRIC IS PLACED AND PRIOR TO
PLACING WASHED ROCK BACKFILL.
If242005
2IXI5 SuKaro waw Timi®i Manuel - Appendix C
CJ4
AS -BUILT
48 HOURS BEFORE
YOU DIG CALL 811
R-388009
CITY OF RENTON
Approved by:
Date:
Approved by:
Date:
Approved by:
Date:
Approved by:
Date:
R-388009
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W-388002 S-388004 H -:i dUl U
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R-388011
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SANST SAM TO THE NAN
PUB CIrvMM,.MaDF
ANDORRA
HIRWIMMAS„R,
CONDD%WRU WE
THE ING ILBE IEANMiACONSTRUCTION SIDE AND TMVELINGW
1 PAGEDRED VIEVER
ARESTP MEN STRE
PAVEORWPS OROTIERPAVEDAREPS WRNX110.'V FEETCPTIESIIE.
AGED PLANES OR OTHER
aM�iII I mM Mw.
uI
BSILIRULD
T.1m
ALATDNXEEFICATq 9u V,Sf..xouoRnLslu
B MANNSUrI1
A21.
NOR FUEL( WOOD BASEDMULCNI MAY BE SUESTTUTED FOROR COMBWEDMIJ QUARRYSPALA IN ARES THPTWILL BOT BE USED
MAY
M PERMANENT ROADS HIM FUEL IS NOT RECOMMENCED FOR ENTRANCE STPBILWTON IN URBAN AREAS. THE INSPECTOR
AT ANY 9ME REQUIRE WE USE OF OWMY SPALLS IF ME TOO FUEL IS HOT PREY£NTIHG SEDIMENT FROM APING TRACHED IXIN
PAVEMENTHKI FUEL H FLING CARRIED TWO PAVEMENT .
ISE
IE
]1. FENCING ED AS NECESSARY RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE.
SHALL L
]S, WHENEVER POSSIBLE THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUeGMOE THIS CAN SUBSTNAWLY
INCREASE E EFFECiNEHESG OF I HE rw AND REDUCE THIS NEED FOR MINTENWCE.
> MAINTENANCE STANDARDS
SD DUMRY$PALLS SH4L BE ADDED IF THE PA IS IO LONGER W PCCdIWHCE WITH THE SPECFICATHAS.
32 SEDIMENTBEINGTHENALTERNATIVE MEASURES KEEP TRE
STREETS FOF SEDIMENT SHL BEUSEDTHISMAY INCSTREET SWEEPIXN INCREAI DIME OFME
WOT
THE INSTALIATCN OF THE WHEEL WASH IF WASHING IS USED. R SHALL BE P^NEOJ AN AWA COVEHEO WITH
ENTRANCE UP
CRUSHED HOCK AND WASHED WATER SHALL DRAIN TO ASEDIMENT TRAP OR POND.
DI NT0LECTED BY
33 MY PACFEO ONTO PAVEMENT SHALL BE REMOVED IMMEATELY BY SWEEPING. THE SEDWE0.
SEPINGNSNAL BE REW SO CIR STABILI]EDON SITE THE PAVEMLNI SHI BE REANEO BY WPSnNNG WYm THE SMEET,
W£
EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBUC SAFETY. WIT NECESSARY TO WARN THE STREETS.A
SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOAD THEN BE WASHED IWO THE SUMP WHERE R CAN BE COXTROLIEDAND
DSCHARC£D APPROPRIATELY.
SPALLS THAT ARE LOOSENED FROM ME PPD AND END UP ON ME ROPDWAV SHALL BE REMOVED IMMEOIAIELY.
SA ANN QUARRY
CONSTRUCTION ENRLWCEISA FEHONG SHALL BE
Sb. F VEHICLES ARE ENTERED OR SWUNG THE SIZES AT POINTS OCHER THAN THE
W STALLED i0 CONTROL TRAFFIC.
91D.flW -816.10
F� PUBUIC WORKS STABILIZED
DEPARTMENT CONSTRUCTION ENTBANGE MARCH 2008
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LEGAL DESCRIPTION
TAX PARCEL NO. 7224000850
(PER WG NATIONAL TIRE COMPANY OF WASHINGTON, LLC.
FILE NO 00618635, DATED NOWURER 26. 2013)
LOT 6 IN BLOCK 10 OF RENTON FARM PLAT, AS PER PLAT RECORDED IN VOLUME 10
OF PLATS. PAGE 97, RECORDS OF KING COUNTY AUDIIDR:
S MATE IN TME CITY GF RENTON. CWNTY DF KING, STATE OF WASHINGTON.
LEGAL DESCRIPTION
TAX PARCEL NO'S. 7224000855 AND 7224000860
(PER MFG NAROMAL nRE COMPANY,
COMMITMENT NO. 00613523 DATED OCTOBER 2& 2013)
LOT 7 AND ME SWnI JS FEET OF LOT & BLOCK 10, RENTON FARM PLAT, AS
PER PUT RECORDED IN IAXUME 10 OF PLATS PAGE 97, RECCROS OF KING
COUNTY AUDITOR:
SINATE IN THE OTY OF RENTW, COUNTY OF KING STATE OF WASHINGTON.
VERTICAL DATUM
CITY OF RENTON BENCH MARK NO. 22
(NAW W) (WVM 06/25/2014)
FOUND A 1-1 2' FLAT BRASS Dl AND A PUNCH MARK ON A 4'X4' LVI/OIE1E
POST M NC T DOWN 0.6'IN A MONUMENT CASE IN THE CONSTRUCTED
CENTERUNE OF BURNETT AVENUE N APPROXIMATELY 5' SOUTHERLY OF THE
COAISTRUCTED INTERSECTION OF N 67H STREET & BURNETT AVENUE N.
ELEVATION - 9.25'
PROPERTY ADDRESSES
5219 525 AND 529 PARK AVENUE N.
RENTON, WA. 98055
CIVIL DRAWING SHEET INDEX:
DWG
DESCRIPTION
SITE AREAS:
AS -BUILT
C-1
EXISTING PERVIOUS AREA: 6,182 SF
I
NO CHANGES
EXISTING IMPERVIOUS AREA: 4,009 SF
RENTON STANDARD NOTES
2
TOTAL EXISTING SITE AREA: 10,191 SF
C -B
EXISTING SITE CONDITIONS
DEVELOPED PERVIOUS AREA: 1,069 SF
NO CHNAGES
C-2
DEVELOPED IMPERVIOUS AREA: 9,142 SP
4
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TOTAL DEVELOPED SITE AREA: 10,191 SF
RENTON STANDARD DETAILS
5
CIVIL DRAWING SHEET INDEX:
DWG
DESCRIPTION
SHEET NO.
AS -BUILT
C-1
COVER SHEET
I
NO CHANGES
C -IA
RENTON STANDARD NOTES
2
NO CHANGES
C -B
EXISTING SITE CONDITIONS
3
NO CHNAGES
C-2
STORM DRAINAGE PLAN & PROFILE
4
z
C -2A
RENTON STANDARD DETAILS
5
NO CHANGES
C-3
WATER SEWER SERVICE PLAN
6
C4
TESC PLAN
7
t7
C-5
RENTON STANDARD PLANS
8
NOCHANGES
Cb
WATER QUALITY VAULT
9
NO CHANGES
AS BU LT
48 HOURS BEFORE
YOU DIG CALL 811
SURVEYOR:
Geo Dimensions, Inc.
10801 Main Street, Suite 102,
Bellevue, WA 98004
fax (425) 671-0170
phone (425) 458-4488
AGENT INFORMATION:
D+e GROUP
5100 SE HARNEY DR
PORTLAND, OR 97206
ATTN: DON SNAIR
503.232.1974 X103
DONQI DANDBGROURCOM
UTILITY PRONDERS
SANITARY SEWERS, WATER, STORM
DRAINAGE: OTY OF RENTON UTUTY
DEPT
POWER AND NATURAL GAS
PUGET SOUND ENERGY
10885 NE 411 STREET, SUITE 1200
PO BOX 97034
BEUXWE, WA 98009-9734
25) 454-6363
(4888) 225-5773
TELEPHONE:
CENMRY UNK
1600 7TH AVENUE
SEATTLE, WA 98191
(600) 244-1111
R-388012
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