HomeMy WebLinkAboutS-228202(SOUTH) IZ 3817', (SEE ARCHITECTURAL a (NORTH)
VARIES 12.0' WIDE PLANS FOR BLDG. DIMENSIONS) 29.5' (VARIES, SEE SHT. C -1) 24.0' WIDE DRIVEWAY 40.0' 24.0' WIDE DRIVEWAY VARIES
• _
DR E
VARIES 6.0' 6.0' 9.5' WIDE 20.0' 12.0' 12 0' 20.0' 20.0' 12.0' 12._0' 20.0'
-__ _. -.. - __ ^«.•.- _ " -�I -_... 1.0' -_ - -- - �._____._ -..._ .- ..... -__ ^. ... -- -._.._.. _._ - - - - -- - - -- - - - - - -- VARIES s/0
LANDING 9.0'W x 20.0'L DRIVE LANE DRIVE LANE 9.0'W x 20.0'L 9.0'W x 20.0'L DRIVE LANE DRIVE LANE^ 9.0'W x 20.0'L
NEW 6.0' WIDE CONC. I FACE OF BUILDING PARKING STALL, TYP. I PARKING STALL, TYP. PARKING STALL, TYP. PARKING STALL, TYP.�
SEE DTL
C
C. ., .
SIDEWALK. SEE DTL. E. ExPeES: n
#fi ,BELOW I THIS SHEET. I i FACE OF BUILDING
GRADE ° I BURGER KING 5.0' (MIN.)
FINISHED GRADE E.C.C.• SEE DTL.
THIS SHEET.
22 FF ^19.5 ! EY CRAOE 22
20 - 20
5 2 OR (MIN) S- 2.OR .(MIN.) AL is
16 _. 6 DEPTH OF PORTLAND EX CRAGS - 16
CONCRETE CEMENT. SCALE: HORZ. 1' - 10'
VERT. 1' - 10'
2.0' OVERHANG PARKING
12 "_
10"
2.5 "- - If 5�• -2.5"
• 1.5" R.
EXTRUDED CONCRiTE- - - -�_\
CURB. - ._----._ -_- -
a „••P iq
... .- - E.a7�w!ida6IB1n1�_se.e.�rei;„.. t'r_ P'•:!.�ocJir :aj''� ?:r
2" COMPACTED DEPTH OF CL. "B ", A.C.
4" COMPACTED DEPTH OF A.T.B. 1 "(-) .- - - - --�
ALTERNATE: 4" OF CRUSHED AGGREGATE
COMPACT SUBGRADE TO 95% OF MAXIMUM
DENSITY
EXTRUDED CONCRETE CURB 2
6" CLEANOUT
RIM= 19.0
6" OUTLET TO -+
EX. SS MAIN
SITE CROSS- SECTION 1
ACCESS RISER WITH -- - --�
I -- 6" INLET FROM
SOLID, 24 "0, LOCKING
I BUILDING.
LID. RIM= 19.0
1
!� -1 /3 -- ^jam - -- 2/3 - -�;
MODEL NO.: 612 -GA
-BAFFLE
RENTON SPECIFICATIONS. -
1
1 WALL
I
NOTE:
RAMP TEXTURING TO BE DONE WITH EXPANDED METAL
GRATE PLACED MID REMOVED FROM WET CONCRETE
TO LEAVE A DIAMOND PATTERN AS SHOWN. THE LONG
AXIS OF THE DIAMOND PATTERN SHALL BE PERP-
ENDICULAR TO THE CURB. GROOVES SHALL BE 1/8•
AND 1/4" WIDE
12 TO 1 SLOPE ( &3%) IS THE MAXIMUM ALLOWABLE
SLOPE. SHOULD BE DECREASED WHERE POSSIBLE
PROVIDE A PEDESTRIAN
GUARDRAIL IF REQUIRED.
(SEE DETAIL. #32, SHT.
C -7)
HANDICAP RAMP W/
TEXTURED SURFACE.
NEW A.C. PAVEMENT TO BE INSTALLED
FLUSH WITH CONCRETE IN THIS AREA
TO PROVIDE BARRIER FREE ACCESS.
6.0'
0.5-1 12 (MAX.I)
HANDICAP RAMP
NOTE: VAULT WATERPROOFING SHALL BE -
ACCESS RISER W/ GAS TIGHT,
LANDSCAPING
MANUFACTURER: UTILITY VAULT COMPANY PLUMBING FIXTURES SERVED: 1 - MOP SINK
,I
`6" TEE
72" 6"
D 2 5' WALL E
MODEL NO.: 612 -GA
IL
RENTON SPECIFICATIONS. -
A
NOTE:
RAMP TEXTURING TO BE DONE WITH EXPANDED METAL
GRATE PLACED MID REMOVED FROM WET CONCRETE
TO LEAVE A DIAMOND PATTERN AS SHOWN. THE LONG
AXIS OF THE DIAMOND PATTERN SHALL BE PERP-
ENDICULAR TO THE CURB. GROOVES SHALL BE 1/8•
AND 1/4" WIDE
12 TO 1 SLOPE ( &3%) IS THE MAXIMUM ALLOWABLE
SLOPE. SHOULD BE DECREASED WHERE POSSIBLE
PROVIDE A PEDESTRIAN
GUARDRAIL IF REQUIRED.
(SEE DETAIL. #32, SHT.
C -7)
HANDICAP RAMP W/
TEXTURED SURFACE.
NEW A.C. PAVEMENT TO BE INSTALLED
FLUSH WITH CONCRETE IN THIS AREA
TO PROVIDE BARRIER FREE ACCESS.
6.0'
0.5-1 12 (MAX.I)
HANDICAP RAMP
NOTE: VAULT WATERPROOFING SHALL BE -
ACCESS RISER W/ GAS TIGHT,
LANDSCAPING
MANUFACTURER: UTILITY VAULT COMPANY PLUMBING FIXTURES SERVED: 1 - MOP SINK
PER APWA AND / OR CITY OF \
SOLID, 24 "0, LOCKING LID.
72" 6"
D 2 5' WALL E
MODEL NO.: 612 -GA
3 - FLOOR SINKS
RENTON SPECIFICATIONS. -
FRAME & COVER TO HAVE
SIZE: 2750 GALLONS
3 - PREP SINKS
HS20 LOADING. RIM= 19.0
3 - FLOOR DRAINS
1
�'
6" TEE
C.O. PLUGG.
AND FOR THE PUMPING AND FILLING (IN ACCORDANCE WITH SEC TION 1179, 1982 UPC) OF
ANY EXISTING TANKS THAT MAY VE DISCONNECTED FROM THE EXISTING SYSTEM.
6"
�`
6" TEE W/
C.O. PLUG. \
S= 0.0000 (FLAT) -'
DESIGN CRITERIA: 1991 UNIFORM PLUMBING CODE - APPENDIX 'H'
2. VENTING FOR THE GREASE INTERCEPTOR SHALL BE IN ACCORDANCE WITH CHAPTERS 4, 5
AND 7 OF THE UNIFORM PLUMBING CODE - 1982 OR AS ADOPTED BY THE CITY OF RENTON
RISER
VAULT -
I
" •_ 6" RISER
6" OUTLET T. �_,
DIMENSIONS
_ -
r LIQUID LEVEL
1
2.0' (MIN.)
DESIGN FORMULA: NUMBER OF MEALS WASTE FLOW RETENTION
STORAGE CAPACITY IN
EC. SS MAIN.
2 "(TyP)S '.
PER PEAK HOUR X RATE X TIME IS
FACTOR GALLONS
i I
d B j
A 12 -8
B 6' -B"
-- CONCRETE
C - BAFFLE
��-
104 5.0 2.5 HR S 2.0 2600
C B' -O"
72" 6"
D 2 5' WALL E
6" INLET FROM
NOTE:
D 6' -0"
BUILDING
E 5' -3"
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL LOCATION OF THE INTERCEPTOR
1
I \
6" TEE
C.O. PLUGG.
AND FOR THE PUMPING AND FILLING (IN ACCORDANCE WITH SEC TION 1179, 1982 UPC) OF
ANY EXISTING TANKS THAT MAY VE DISCONNECTED FROM THE EXISTING SYSTEM.
I
�
6" TEE W/
C.O. PLUG. \
S= 0.0000 (FLAT) -'
.
INV.= 75.0
2. VENTING FOR THE GREASE INTERCEPTOR SHALL BE IN ACCORDANCE WITH CHAPTERS 4, 5
AND 7 OF THE UNIFORM PLUMBING CODE - 1982 OR AS ADOPTED BY THE CITY OF RENTON
- 3 VENT TO ROOF INV. 15.00 PRECAST CONCRETE TANK 3. THE SEWER LINES AND GREASE INTERCEPTOR SHALL REMAIN UNDER THE OWNERSHIP OF
Q �1, PER MECHANICAL / REMOVEABLE TOP SLAB. THE PROPERTY OWNER WHO SHALL BE RESPONSIBLE FOR THEIR OPERATION & MAINTENANCE.
I•- 6" TEE W/ -� PLANS W 4. GREASE INTERCEPTORS LOCATED IN A PAVED AREA SHALL COMPLY WITH HS -20 LOADING
C.O. PLUG. STANDARDS.
5. ALL BUILDING SEWER INSTALLATION MUST COMPLY WITH THE CITY OF RENTON'S UTILITIES
PLAN VIEW SECTION BUILDING SEWER REQUIREMENTS.
GREASE INTERCEPTOR (SCALE: 1" = 5') 5J
VALVE BOX SIOAD NOT REST ON PIPE �IMSIINIMPREVED RIB UT -VAY IAIF]EAL LIST FOR Y -VICE MATERIAL LIST M I -VY BERVICE
/Yw• LxPA„wv RAmmu �" TOM OI [AR AEV SERVICE. BOX COLLD PR..Y i1xE. 1. Y lappW tM 1. 2' Law tx.
/•X _ �'
•r i�yy z• pr ASSMip*PPLE z. e• Iona x Y bmx npgg (MIST) z e• law x Y INar npp• (BART)
- a G uYYxA�OSAxswx vniF ,ia1N�. N al . x z• (IM) Oft gab VBw (al PMAN9 W tapFA9). 1 2. 0111111) MA pt, w (PAR WrmBw far tMphg) w wI al.
0 10' MAINS pp
t' ,jax�AT Axxrs i ""o arrtx REEUIRE O' MIN. COVER. D 0 g 4. TWe pies apl tan Ww a, 01y%N Feunyy Co. r dud. StmdaN W 4. TWO pNM ail Non Ww Dox. q>.npk Faun�y CP a pool.
l S CONCRETE BLOCKS taP Ar:tbn MM rAgulr ban• xella, WpN b M. StmAStl 0' lap eeeIld .Rh rqulr box retbn. MqA to RL
row" `1 REEUIR[ LARGER I COVER `FOR SERVICE FROM EXISTING 6' 2' SPY x canpnabn RttNS FafC C1M77 or WO. 6. IV SIFT x aanp mmom MIYw. Fa1d 061-66 a aBAM.
MMt2n TERIAm$ ESTAUL r FORD 6. 2' TIP• 1(" xR Capp, tubA% NngID b RL 8. 14• MIPT x camp MAP 6tth , Foe 061-66 a aMd.
obar.0 LxAU BE wna0 ,mr To Evam ,e c�c ,mR Ass Txa, +R C/c nnr vaAU ROE STYLE SADDEL (IPTI
1 /A•n Ar t50i " "m" T BED# mu1�A�e a 6 Of � BYB40"OW "u,P aiuL - 4' MAX. 7. Y PakN pAt dl. iaG LM-77 a .qud. 7. I!' potltM pAt M. Foe LI/-66 a pYd.
scaAt lass a ' e0°" °° � - LE.1VE ExvOSED 3• IN ALTERNATE CONNECTION DETAIL S. 016 -alt, N6, bY-P- Fae Mn-1213 x 17 3/16' a dad, dm 6. udaa tW WIM DY-yxE tad VIM e6-12B x 13 3/16' a dud,
wwBd mB 9I ,s rp c T Aeuav me w" AAD aNrRn. mB .Art 9aaL ,E A can .u„r.
O e s• ovvO,Or, Al 9taL sE PureP rnou P.c's m P.T.Y AT Au aux RL. ES VB•x%' --0i eI�PAXrss' MET COVER FCKt EXISTING MAINS YalNd NNt ma atNL 1Am +wRed ,NA one dW1.
w AO N RP gOLWNN ANnw PtAam AT BLUr r1Lm nanWx PA+n. mB wmEm ua ran mswA+KS METERS. - 1z• MON. 9. R rNr Shaer, wpBN by City f RAnfan BAR r MaAbnana• 9. Ride Wlr Spradr, aOpII•e by qt1 f y Rat Walr Ydnirrrme
'"Ila�nE"Y4arlWApm a aASS • (s /A� rm An amubO,r DRWa. b B. ALIa�M N m.tr •stir by CaDaata. OM•Im, to b• AddleE N mslr xttr by aaDala.
SMALL A sW' mum rxm. 10. Wnt met Mm5 N NpplMd Dy 6H CRY et R1nid aM NAtdNd upon 10. Wdr mWtr 91m6 M rOplkd DY 11r dl f Rr+la aM AAla6•d
sUasAa w,PACTOI, sxuL eL 9m1 (umrEO .'=-
socra) xA / I waft tnporarY Mos-oN as•aMINY aM as d,tmo of WMY ONO! M e N•�torro ray blm, -0 ®LrINy ale as ptana of
1 B D Y_. Y. }_. - �.( 12. Y eouplN9 (o=:oTan x FIPT) WRD phw (MIPT) Fab fr14 -]7 a dAtl. Il. lY % 26' a„a.b m•l, box WIR, 3h• LtM dm,ale -PNb OcLr.
tl tJ lJ g \\`'/ iM prapxlY N rCga•WC far aY aos•Lar` aeopl.t and Feg-Mp t a- Sad Ca No. 2T mCtr ba l •pM.
•xex.la ar Lb. .atr xMa. 11 1 112. OwplNg (ca,Olxdm x M7) x116 MMg (APT), Fad 0-14.66
/a•/,7, 9aPL , /,•ATT. SViE 2 - 90' ASS W ERal2E EI15 61Pi x fiPT> TOUSUPPWIXVAULLE I dutl. The pIO -paltY am N rxpanLNN fa mY nLCaxay adaptalbn
!Vl "r a - BRASS ON BRIGNIZE NIPPLES (2 -vrM t -1 2" & 2" WATER SERVICE DETAIL �CamMM1pgF2)pl� � aloeNn of tn. .ot, •,NCa
1YPICAL SIGEWALK DETAIL
WAYJ L s PER wm 1 -I /B' AND 2' WATER SERVICE DETAIL 4� w0o axwTDx FOR �Y ®Pet;O'. ";
�� ®D� s DAre: °z %+s /e+ BY_( 'E`•j'cv� /-`j°v'
SECTION A -A m1,t 5ECTION B -B BY- -'-- ---- -- ----�
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