HomeMy WebLinkAboutP_Civil_170621_V11257+7$&2%(//5(1721:$6+,1*7211(7+675((7,03529(0(173/$16$35,/1257+%+6;1(4'0610,1&203/,$1&(:,7+&,7<2)5(172167$1'$5'66RXWK0DLQ6WUHHW6XLWH$NURQ2+ )D[&$/,)62/7$&2%(//7,7/(6+((77$&2%(//7$&2%(//$111111135 & /8$ $$$11111117CORRECTIONS - RESUBMIT08/11/2017 Ann FowlerDEVELOPMENT ENGINEERING DIVISIONRECEIVED06/29/2017 Ann FowlerDEVELOPMENT ENGINEERINGCOVER PAGE SHALL INCLUDE: VERTICAL DATUM: TIE TO MINIMUM OF 2 COR BENCHMARKSHORIZONTAL COORDINATES - WASHINGTON STATE PLAN NORTH, NAD 83(91-HARN) ON AT LEAST 2 EXTERIOR LOT/BOUNDARY CORNERS MUST BESHOWN.CONTACT INFORMATION (APPLICANT, DEVELOPER, ENGINEER, SURVEYOR,LANDSCAPE ARCHITECT, UTILITY SERVICE PROVIDERS)SITE DATA:TAX PARCEL/PLAT NUMBERPROJECT ADDRESS(ES)SITE AREA (SF AND ACRES)DISTURBED AREA (SF AND ACRES)GROSS IMPERVIOUS AREA (SF AND ACRES)NET NEW IMPERVIOUS AREA (SF AND ACRES)IMPERVIOUS SURFACE COVERAGE BASED ON GROSS IMPERVIOUS AREA (%)BUILDING COVERAGEBUILDING SIZES (SF)PARKING COUNT (VEHICLE AND BICYCLE)NET DENSITYZONING (INCLUDE ALLOWED IMPERVIOUS SURFACE AND MAX ALLOWEDBUILDING COVERAGE PER ZONING)SETBACKSif any utility easements for the cityare being created or released,please provide documentation forreview and/or start the releaseprocess.TED-40-3960R-396001NOTE THESE NUMBERS TO BE INPUT ON THE COR TITLEBLOCK.NOTE THESE NUMBERS TO BE INPUT ON THE COR TITLE BLOCK.1700291117-00028815-000014drawing are not toscale. please providescaled drawings (typ ofall sheets)
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(9$6+21&71(3/3/3/3/3/3/3/5:5:5:5:5:676767673/(;,67,1*675($0&%67&%&%&%&% &% &%&%&%6$16$16$167&%67&%67&%&%&%&%67&26&26&2%+6;1(4'0610,1&203/,$1&(:,7+&,7<2)5(172167$1'$5'66RXWK0DLQ6WUHHW6XLWH$NURQ2+ )D[&$/,)62/7$&2%(//'(02/,7,213/$17$&2%(//7$&2%(//$111111135 & /8$ $$$1111111&this pipe is noted as beingremoved. showremoval/replacement ofasphaltTED-40-3960R-39600315-00001417-00028817002911the existing water meters for domestic andirrigation will need to be relocated. relocationto be completed by city forces under a separatewater service permit. show actual location ofthe existing water meters and the proposed newlocation based on the revised building layout.call-out existing waterappurtenances. identify anythat are to remain andprovide details for anythat need to be relocatedbased on the revisedbuilding location. (typ)PROTECT EXISTING BLOW-OFF ASSEMBLYDURING CONSTRUCTIONPROTECT EXISTINGHYDRANT DURINGCONSTRUCTIONPROTECT EXISTINGBLOW-OFF DURINGCONSTRUCTIONPROTECT EXISTINGWATER METERDURINGCONSTRUCTIONMETER TO BEREMOVED ANDCAPPED AT MAINLINE IF IT IS NOTRE-USED FOR NEWBUILDING (BY CITYFORCES)
5:5:5:5:5:5:5:3/3/3/3/3/
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(9$6+21&71(3/3/3/3/3/3/3/67235:5:5:5:5:'2127(17(53/(;,67,1*675($0/(*(1'%+6;1(4'0610,1&203/,$1&(:,7+&,7<2)5(172167$1'$5'66RXWK0DLQ6WUHHW6XLWH$NURQ2+ )D[&$/,)62/7$&2%(//($6(0(173/$17$&2%(//7$&2%(//$111111135 & /8$ $$$1111111&TED-40-3960R-39600415-00001417-00028817002911
5:5:5:5:5:5:5:3/3/3/3/3/3/3/3/5:1(7+675((7:+,70$1&71( )((7:,'( :,'7+9$5,(6 9$6+21&7
1
(9$6+21&71(3/3/3/3/3/3/3/67235:5:5:5:5:'2127(17(53/(;,67,1*675($0%0/$1'86('$7$3$5.,1*63$&(6/(*(1'3$5.,1*6(7%$&.6%8,/',1*6(7%$&.6 %+6;1(4'0610,1&203/,$1&(:,7+&,7<2)5(172167$1'$5'66RXWK0DLQ6WUHHW6XLWH$NURQ2+ )D[&$/,)62/7$&2%(//6,7(3/$17$&2%(//7$&2%(//$1111111/8$ & 35 $$$1111111&the driveway, as shown here,does not match the standarddetail provided on sheet c-503.update driveway to match detail remove ada ramps shown. utilizethe city standard drivewaydetail.TED-40-3960R-396005INSTALL RIGHT TURN ONLYSIGNLEADER POINT TO LIGHTPOLE15-00001417-00028817002911water meters to berelocated outside ofparking area.preference isinstallation inlandscaping strip.
5:5:5:5:5:5:5:5:5:5:5:5:5:5:5:5:*$6 *$6 *$6
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7(6767676767676767676767/(*(1'%+6;1(4'0610,1&203/,$1&(:,7+&,7<2)5(172167$1'$5'66RXWK0DLQ6WUHHW6XLWH$NURQ2+ )D[&$/,)62/7$&2%(//*5$',1*3/$17$&2%(//$1111111/8$ & 35 $$$1111111&7$&2%(//3/TED-40-3960R-39600615-00001417-00028817002911PROVIDE A SWALE WITHDECORATIVE ROCK ANDVEGETATION TO PREVENTEROSION FORCONCENTRATED SHEET FLOWPROVIDE A SWALEWITH DECORATIVEROCK ANDVEGETATION TOPREVENT EROSIONFOR CONCENTRATEDSHEET FLOW
%+6;1(4'0610,1&203/,$1&(:,7+&,7<2)5(172167$1'$5'66RXWK0DLQ6WUHHW6XLWH$NURQ2+ )D[&$/,)62/7$&2%(//6:333/$1127(67$&2%(//$1111111/8$ & 35 $$$1111111&7$&2%(//TED-40-3960R-39600715-00001417-00028817002911use erosion control notes from the city of renton amendments tothe 2009 kcswdm reference section 7-b.add surface water standard plan notes from reference section 7-badd water plan general notes - cor stdplan 300.0add sanitary sewer notes andspecification from city of rentonstandard details
5:5:5:5:5:5:5:((((((
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'867&21752/08/&+,1*%+6;1(4'0610,1&203/,$1&(:,7+&,7<2)5(172167$1'$5'66RXWK0DLQ6WUHHW6XLWH$NURQ2+ )D[&$/,)62/7$&2%(//6:333/$1127(6$1''(7$,/67$&2%(//$1111111/8$ & 35 $$$1111111&7$&2%(//TED-40-3960R-39600915-00001417-00028817002911use city of rentonstd detail 215.10
<$5',1/(73527(&7,216(&7,2167250,1/(7'5$,13527(&7,21%+6;1(4'0610,1&203/,$1&(:,7+&,7<2)5(172167$1'$5'66RXWK0DLQ6WUHHW6XLWH$NURQ2+ )D[&$/,)62/7$&2%(//6:333/$1127(6$1''(7$,/67$&2%(//$1111111/8$ & 35 $$$1111111&7$&2%(//TED-40-3960R-39601015-00001417-00028817002911use cor std plan214.00use cor std plan216.20use cor std plan216.30use cor std plan216.40
%+6;1(4'0610,1&203/,$1&(:,7+&,7<2)5(172167$1'$5'66RXWK0DLQ6WUHHW6XLWH$NURQ2+ )D[&$/,)62/7$&2%(//6:333/$1127(6$1''(7$,/67$&2%(//$111111135 & /8$ $$$1111111&7$&2%(//TED-40-3960R-39601115-00001417-00028817002911use cor std plan214.00include thesein the tirrather thanthe civil plans
%+6;1(4'0610,1&203/,$1&(:,7+&,7<2)5(172167$1'$5'66RXWK0DLQ6WUHHW6XLWH$NURQ2+ )D[&$/,)62/7$&2%(//6:333/$1127(6$1''(7$,/67$&2%(//$111111135 & /8$ $$$1111111&7$&2%(//TED-40-3960R-39601215-00001417-00028817002911include thesein the tirrather thanthe civil plans
5:5:5:5:5:5:5:6$16$167676767676767676767676767676767676767676767676767676767676767676$16$16$16$16$16$16$16$16$16$16$16$16$1::::::::::::::::::::::::::::::((((*$6*$6*$6*$6*$6*$6*$6*$6::*$6 *$6
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1
(9$6+21&71(3/3/3/3/3/3/3/67235:5:5:5:5:6$16$16$167676767*$6*$6*$6*$66$16$16$1'2127(17(53/:::::::7(7(7(6$1(;,67,1*675($06767676767/(*(1'$&%67&%&% &% &%&%6$16$16$167&%67&%67&%&%&%&%676&26&2670%+6;1(4'0610,1&203/,$1&(:,7+&,7<2)5(172167$1'$5'66RXWK0DLQ6WUHHW6XLWH$NURQ2+ )D[&$/,)62/$$$1111111/8$ & $111111135 7$&2%(//87,/,7<3/$17$&2%(//67&7$&2%(//min 7-ft between sanitarysewer and edge of raingardenTED-40-3960R-396013S-396001W-396001WTR-27-3960WWP-27-396015-00001417-000288170029111.5" service connectionsmust be downstream ofthe water meter andcannot be connecteddirectly to the 8" watermain.show the removal of theexisting hydrant serviceline and fitting. identifynew fittings forrelocated service line.include existinginvert and proposedrim elevationsprovide proposedinvert and rimelevations for allsanitary sewercleanouts.water meter should belocated in a level,unobstructed area asclose to the City main aspossible, with thedistance not to exceed50-ft. meters to commercialdevelopments should belocated near drivewayentrances within theright-of-way or withinpublic utility easements inlandscape areas, and nearaccess driveways.identify each existing water appurtenance and show the location of therelocated water meters, or other appurtenances, for both irrigation anddomestic water service.There is an existing 1" domestic water meter and a 1" irrigation water metercurrently located on the site. the existing 1" domestic service should be cutand capped at the main. show the location of the new proposed 1.5" domesticwater service line and meter.any trash enclosureswhich direct drainage tothe sanitary sewer systemshall be equipped with aroof. a separate buildingpermit is required for thetrash enclosure.as proposed, the areas draining to therain garden are required to beanalyzed as bypass area from theexsiting conveyance system inaccordance with section section1.2.3.e of the city of rentonamendments to the 2009 kcswdm. theapplicant will need to include adiscussion in the tir showingcompliance with all criteria outlinedin the manual.alternatively, the release from therain garden can be routed to theexisting conveyance system.due to the high-use site,enchanced water quality isrequired prior to thedownstream connections.Provide call out. Is this acatch basin or yard drain?RELOCATE EXISTING BLOW-OFF ASSEMBLYWITHIN NEW PLANTER AREA (BY CITYFORCES)ADJUST EXISTINGBLOW-OFF ASSEMBLY TOFINISH GRADE (BYCITY FORCES)RELOCATEEXISTING HYDRANTIN PLANTER STRIP -MIN. 24" FROMFACE OF NEW CURB(BY CITY FORCES)ADJSUT ALL WATERVALVES TO FINISHGRADE PER CITYSTANDARDSSHOW SIZE OF NEWWATER METERINSTALL RPBABACKFLOW PREVENTIONASSEMBLY IN "HOT BOX"PER CITY STANDARDDETAILS 350.2LOCATE METER ANDRPBA IN PLANTER STRIP.
%+6;1(4'0610,1&203/,$1&(:,7+&,7<2)5(172167$1'$5'66RXWK0DLQ6WUHHW6XLWH$NURQ2+ )D[&$/,)62/7$&2%(//'(7$,/67$&2%(//$111111135 & /8$ $$$1111111&7$&2%(//TED-40-3960R-39601415-00001417-00028817002911
&/&/&/&/&/&/&/&/&/%+6;1(4'0610,1&203/,$1&(:,7+&,7<2)5(172167$1'$5'66RXWK0DLQ6WUHHW6XLWH$NURQ2+ )D[&$/,)62/7$&2%(//'(7$,/67$&2%(//7$&2%(//$111111135 & /8$ $$$1111111&TED-40-3960R-39601515-00001417-00028817002911this detail is not referenced in theplan sheets. show where this is beingused.identify which sizesystem is being used onthe site.
&/&/&/&//,*+732/()281'$7,216&+('8/(xxxxxxx.(<127(6 %+6;1(4'0610,1&203/,$1&(:,7+&,7<2)5(172167$1'$5'66RXWK0DLQ6WUHHW6XLWH$NURQ2+ )D[&$/,)62/7$&2%(//'(7$,/67$&2%(//7$&2%(//$111111135 & /8$ $$$1111111&TED-40-3960R-39601615-00001417-00028817002911
%+6;1(4'0610,1&203/,$1&(:,7+&,7<2)5(172167$1'$5'66RXWK0DLQ6WUHHW6XLWH$NURQ2+ )D[&$/,)62/7$&2%(//7$&2%(//7$&2%(//$111111135 & /8$ $$$1111111'(7$,/6&35(&$67&21&5(7(672500$1+2/(176TED-40-3960R-39601715-00001417-00028817002911any trash enclosures whichdirect drainage to the sanitarysewer system shall be equippedwith a roof. a separate buildingpermit is required.
6(&7,21%;;;;6(&7,21%;;%+6;1(4'0610,1&203/,$1&(:,7+&,7<2)5(172167$1'$5'66RXWK0DLQ6WUHHW6XLWH$NURQ2+ )D[&$/,)62/7$&2%(//'(7$,/67$&2%(//7$&2%(//$111111135 & /8$ $$$1111111&TED-40-3960R-39601815-00001417-00028817002911remove ada ramps atdriveway. use cor stdplan for drivewayinstallation.use corstd plan405
176%+6;1(4'0610,1&203/,$1&(:,7+&,7<2)5(172167$1'$5'66RXWK0DLQ6WUHHW6XLWH$NURQ2+ )D[&$/,)62/7$&2%(//'(7$,/67$&2%(//$111111135 & /8$ $$$1111111&7$&2%(//adjust profile andsection drawings tomore accuratelydisplay the associateddimensions.TED-40-3960R-39601915-00001417-00028817002911include city of rentonstandard details 260.00 and260.10show the inlet from theroof drains.8-13% - referencesection c.2.5 of the2009 kcswdm.show the generallocation of the fabricin the schematicprofilecoordinate withlandscape architect toshow these plants on thelandscaping plans.
Markup Summary_v1 Redlines
Subject: Text Box
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Author: Ann Fowler
17002911
1 (10)
Subject: Callout
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Author: jcisneros
NOTE THESE NUMBERS TO BE INPUT ON THE
COR TITLE BLOCK.
Subject: Callout
Page Index: 1
Page Label: 1
Author: jcisneros
NOTE THESE NUMBERS TO BE INPUT ON THE
COR TITLE BLOCK.
Subject: Text Box
Page Index: 1
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Author: Ann Fowler
17-000288
Subject: Text Box
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Page Label: 1
Author: jcisneros
R-396001
Subject: Text Box
Page Index: 1
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Author: aaskren
if any utility easements for the city are being
created or released, please provide documentation
for review and/or start the release process.
Subject: Text Box
Page Index: 1
Page Label: 1
Author: Ann Fowler
15-000014& CEIVED017 Ann Fowler
NT ENGINEERING
170029117 $&2%(//$$$1111111NOTE THESE NUMBERS TO BE INPUT ON THE COR TITLE BLOCK.
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NOTE THESE NUMBERS TO BE INPUT ON THE COR TITLEBLOCK.& 8$ 17-000288+&,7<2)5(172167$1'$5'6
$1111111R-396001
if any utility easements for the cityare being created or released,please provide documentation forreview and/or start the releaseprocess.35 /8 15-000014
Subject: Text Box
Page Index: 1
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Author: Ann Fowler
COVER PAGE SHALL INCLUDE:
VERTICAL DATUM: TIE TO MINIMUM OF 2 COR
BENCHMARKS
HORIZONTAL COORDINATES - WASHINGTON
STATE PLAN NORTH, NAD 83 (91-HARN) ON AT
LEAST 2 EXTERIOR LOT/BOUNDARY
CORNERS MUST BE SHOWN.
CONTACT INFORMATION (APPLICANT,
DEVELOPER, ENGINEER, SURVEYOR,
LANDSCAPE ARCHITECT, UTILITY SERVICE
PROVIDERS)
SITE DATA:
TAX PARCEL/PLAT NUMBER
PROJECT ADDRESS(ES)
SITE AREA (SF AND ACRES)
DISTURBED AREA (SF AND ACRES)
GROSS IMPERVIOUS AREA (SF AND ACRES)
NET NEW IMPERVIOUS AREA (SF AND ACRES)
IMPERVIOUS SURFACE COVERAGE BASED
ON GROSS IMPERVIOUS AREA (%)
BUILDING COVERAGE
BUILDING SIZES (SF)
PARKING COUNT (VEHICLE AND BICYCLE)
NET DENSITY
ZONING (INCLUDE ALLOWED IMPERVIOUS
SURFACE AND MAX ALLOWED BUILDING
COVERAGE PER ZONING)
SETBACKS
Subject: Text Box
Page Index: 1
Page Label: 1
Author: jcisneros
TED-40-3960
Subject: Text Box
Page Index: 1
Page Label: 1
Author: Ann Fowler
drawing are not to scale. please provide scaled
drawings (typ of all sheets)
Subject: Text Box
Page Index: 2
Page Label: 2
Author: Ann Fowler
15-000014
2 (5)
Subject: Text Box
Page Index: 2
Page Label: 2
Author: Ann Fowler
17-000288
Subject: Text Box
Page Index: 2
Page Label: 2
Author: jcisneros
TED-40-3960
7 7$&2%(//$$$1111111COVER PAGE SHALL INCLUDE: VERTICAL DATUM: TIE TO MINIMUM OF 2 COR BENCHMARKSHORIZONTAL COORDINATES - WASHINGTON STATE PLAN NORTH, NAD 83(91-HARN) ON AT LEAST 2 EXTERIOR LOT/BOUNDARY CORNERS MUST BESHOWN.
CONTACT INFORMATION (APPLICANT, DEVELOPER, ENGINEER, SURVEYOR,LANDSCAPE ARCHITECT, UTILITY SERVICE PROVIDERS)
SITE DATA:TAX PARCEL/PLAT NUMBERPROJECT ADDRESS(ES)SITE AREA (SF AND ACRES)DISTURBED AREA (SF AND ACRES)GROSS IMPERVIOUS AREA (SF AND ACRES)NET NEW IMPERVIOUS AREA (SF AND ACRES)IMPERVIOUS SURFACE COVERAGE BASED ON GROSS IMPERVIOUS AREA (%)BUILDING COVERAGEBUILDING SIZES (SF)PARKING COUNT (VEHICLE AND BICYCLE)NET DENSITYZONING (INCLUDE ALLOWED IMPERVIOUS SURFACE AND MAX ALLOWEDBUILDING COVERAGE PER ZONING)SETBACKS
$$$1111111TED-40-3960CTIONS - RESUBMIT
/2017 Ann Fowler
drawing are not toscale. please providescaled drawings (typ ofall sheets)35 /8 15-000014& 8$ 17-000288$$$1111111TED-40-3960
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Author: Ann Fowler
17002911
Subject: Text Box
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Author: jcisneros
R-396002
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Author: jcisneros
TED-40-3960
3 (14)
Subject: Callout
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Author: Abdoul Gafour
PROTECT EXISTING BLOW-OFF ASSEMBLY
DURING CONSTRUCTION
Subject: Callout
Page Index: 3
Page Label: 3
Author: Abdoul Gafour
PROTECT EXISTING WATER METER DURING
CONSTRUCTION
METER TO BE REMOVED AND CAPPED AT
MAIN LINE IF IT IS NOT RE-USED FOR NEW
BUILDING (BY CITY FORCES)
Subject: Cloud+
Page Index: 3
Page Label: 3
Author: Ann Fowler
the existing water meters for domestic and
irrigation will need to be relocated. relocation to be
completed by city forces under a separate water
service permit. show actual location of the existing
water meters and the proposed new location
based on the revised building layout.
Subject: Text Box
Page Index: 3
Page Label: 3
Author: jcisneros
R-396003
Subject: Highlight
Page Index: 3
Page Label: 3
Author: Ann Fowler
Subject: Text Box
Page Index: 3
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Author: Ann Fowler
15-000014
Subject: Callout
Page Index: 3
Page Label: 3
Author: Ann Fowler
call-out existing water appurtenances. identify any
that are to remain and provide details for any that
need to be relocated based on the revised building
location. (typ)& 17002911+&,7<2)5(172167$1'$5'6
$1111111R-396002
$$$1111111TED-40-396067
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the existing water meters for domestic andirrigation will need to be relocated. relocationto be completed by city forces under a separatewater service permit. show actual location ofthe existing water meters and the proposed newlocation based on the revised building layout.
+&,7<2)5(172167$1'$5'6
$1111111R-396003
35 /8 15-00001467
67676767676767
6$1
6$1
6$1
6$1
6$1
6$16$1:
:
:::::
:::3/
3/3/3/
3/
9$
6
+21
&7
1
(9$6+21&71(3/3/3/3/
3/3/
67
67
67
3/
&%
&%
&%
&%6$1
&%
&%call-out existing waterappurtenances. identify anythat are to remain andprovide details for anythat need to be relocatedbased on the revisedbuilding location. (typ)
Subject: Highlight
Page Index: 3
Page Label: 3
Author: Ann Fowler
Subject: Callout
Page Index: 3
Page Label: 3
Author: Ann Fowler
this pipe is noted as being removed. show
removal/replacement of asphalt
Subject: Text Box
Page Index: 3
Page Label: 3
Author: Ann Fowler
17-000288
Subject: Callout
Page Index: 3
Page Label: 3
Author: Abdoul Gafour
PROTECT EXISTING HYDRANT DURING
CONSTRUCTION
Subject: Callout
Page Index: 3
Page Label: 3
Author: Abdoul Gafour
PROTECT EXISTING BLOW-OFF DURING
CONSTRUCTION
Subject: Text Box
Page Index: 3
Page Label: 3
Author: Ann Fowler
17002911
Subject: Text Box
Page Index: 4
Page Label: 4
Author: Ann Fowler
17002911
4 (5)
Subject: Text Box
Page Index: 4
Page Label: 4
Author: jcisneros
R-396004
Subject: Text Box
Page Index: 4
Page Label: 4
Author: Ann Fowler
15-000014
Subject: Text Box
Page Index: 4
Page Label: 4
Author: jcisneros
TED-40-3960
3/
3/3/
3/
3/
3/
3/3/
67
67
67(;
&%
&% this pipe is noted as beingremoved. showremoval/replacement ofasphalt
& 8$ 17-0002885:5:5:6$1
6$1676767
6767676767676767 6$16$16$16$16$16$1:::::::::*$6
*$6
*$6*$6((((((70$1&71( )((7:,'( 5:5:5:5:3/
&%
&%
&%&2
6&2
PROTECT EXISTINGHYDRANT DURINGCONSTRUCTION
5:5:5:6$16$167676767676$16$1:::::
:*$6*$6*$6
*$6(
(
(((1( )((7:,'( 5:5:5:&%
PROTECT EXISTINGBLOW-OFF DURINGCONSTRUCTION
& 17002911& 17002911+&,7<2)5(172167$1'$5'6
$1111111R-396004
35 /8 15-000014$$$1111111TED-40-3960
Subject: Text Box
Page Index: 4
Page Label: 4
Author: Ann Fowler
17-000288
Subject: Pen
Page Index: 5
Page Label: 5
Author: bmahn
~
5 (10)
Subject: Callout
Page Index: 5
Page Label: 5
Author: bmahn
INSTALL RIGHT TURN ONLY SIGN
Subject: Text Box
Page Index: 5
Page Label: 5
Author: jcisneros
R-396005
Subject: Text Box
Page Index: 5
Page Label: 5
Author: Ann Fowler
15-000014
Subject: Text Box
Page Index: 5
Page Label: 5
Author: jcisneros
TED-40-3960
Subject: Cloud+
Page Index: 5
Page Label: 5
Author: Ann Fowler
water meters to be relocated outside of parking
area. preference is installation in landscaping strip.
Subject: Callout
Page Index: 5
Page Label: 5
Author: Ann Fowler
the driveway, as shown here, does not match the
standard detail provided on sheet c-503. update
driveway to match detail
remove ada ramps shown. utilize the city standard
driveway detail.
Subject: Callout
Page Index: 5
Page Label: 5
Author: bmahn
LEADER POINT TO LIGHT POLE
Subject: Text Box
Page Index: 5
Page Label: 5
Author: Ann Fowler
17-000288& 8$ 17-000288
5:5:5:
1(7+675((7 :,'7+9$5,(6
INSTALL RIGHT TURN ONLYSIGN
+&,7<2)5(172167$1'$5'6
$1111111R-396005
/8 35 15-000014%02%(//$$$1111111TED-40-3960$7$
3$&(6
/(*(1'
(7%$&.6
(7%$&.6
/8$ 35 water meters to berelocated outside ofparking area.preference isinstallation inlandscaping strip.
5:5:5:
7$&2%(//
the driveway, as shown here,does not match the standarddetail provided on sheet c-503.update driveway to match detail remove ada ramps shown. utilizethe city standard drivewaydetail.
5:
3/
3/3/3/
3/9$6+21&
7
1(9$6+21&71(3/3/3/3/3/3/
'2127(17(5
3/
LEADER POINT TO LIGHTPOLE
8$ & 17-000288
Subject: Text Box
Page Index: 5
Page Label: 5
Author: Ann Fowler
17002911
Subject: Cloud+
Page Index: 6
Page Label: 6
Author: Ann Fowler
PROVIDE A SWALE WITH DECORATIVE ROCK
AND VEGETATION TO PREVENT EROSION
FOR CONCENTRATED SHEET FLOW
6 (10)
Subject: Cloud+
Page Index: 6
Page Label: 6
Author: Ann Fowler
PROVIDE A SWALE WITH DECORATIVE ROCK
AND VEGETATION TO PREVENT EROSION
FOR CONCENTRATED SHEET FLOW
Subject: Text Box
Page Index: 6
Page Label: 6
Author: Ann Fowler
17002911
Subject: Highlight
Page Index: 6
Page Label: 6
Author: Ann Fowler
Subject: Text Box
Page Index: 6
Page Label: 6
Author: jcisneros
R-396006
Subject: Text Box
Page Index: 6
Page Label: 6
Author: Ann Fowler
15-000014
Subject: Text Box
Page Index: 6
Page Label: 6
Author: jcisneros
TED-40-3960
Subject: Highlight
Page Index: 6
Page Label: 6
Author: Ann Fowler
Subject: Text Box
Page Index: 6
Page Label: 6
Author: Ann Fowler
17-000288& 17002911*$6*$6*$6*$6
*$6
7(
7(
7(
7(
PROVIDE A SWALE WITHDECORATIVE ROCK ANDVEGETATION TO PREVENTEROSION FORCONCENTRATED SHEET FLOW
5:5:5:3/3/3/7$&2%(//$$$111
PROVIDE A SWALEWITH DECORATIVEROCK ANDVEGETATION TOPREVENT EROSIONFOR CONCENTRATEDSHEET FLOW
& 17002911+&,7<2)5(172167$1'$5'6
$1111111R-396006
/8 35 15-000014$$$1111111TED-40-39608$ & 17-000288
Subject: Highlight
Page Index: 6
Page Label: 6
Author: Ann Fowler
Subject: Text Box
Page Index: 7
Page Label: 7
Author: Ann Fowler
17-000288
7 (8)
Subject: Text Box
Page Index: 7
Page Label: 7
Author: Ann Fowler
15-000014
Subject: Text Box
Page Index: 7
Page Label: 7
Author: Ann Fowler
add water plan general notes - cor std plan 300.0
Subject: Text Box
Page Index: 7
Page Label: 7
Author: jcisneros
TED-40-3960
Subject: Text Box
Page Index: 7
Page Label: 7
Author: jcisneros
R-396007
Subject: Text Box
Page Index: 7
Page Label: 7
Author: Ann Fowler
add sanitary sewer notes and specification from
city of renton standard details
Subject: Text Box
Page Index: 7
Page Label: 7
Author: Ann Fowler
17002911
Subject: Text Box
Page Index: 7
Page Label: 7
Author: Ann Fowler
use erosion control notes from the city of renton
amendments to the 2009 kcswdm reference
section 7-b.
add surface water standard plan notes from
reference section 7-b
Subject: Text Box
Page Index: 8
Page Label: 8
Author: Ann Fowler
17002911
8 (5)8$ & 17-000288/8 35 15-000014add water plan general notes - cor stdplan 300.0
$$$1111111TED-40-3960+&,7<2)5(172167$1'$5'6
$1111111R-396007
add sanitary sewer notes andspecification from city of rentonstandard details
& 170029117$&2%(//$$$1111111use erosion control notes from the city of renton amendments tothe 2009 kcswdm reference section 7-b.add surface water standard plan notes from reference section 7-b
& 17002911
Subject: Text Box
Page Index: 8
Page Label: 8
Author: jcisneros
TED-40-3960
Subject: Text Box
Page Index: 8
Page Label: 8
Author: Ann Fowler
17-000288
Subject: Text Box
Page Index: 8
Page Label: 8
Author: Ann Fowler
15-000014
Subject: Text Box
Page Index: 8
Page Label: 8
Author: jcisneros
R-396008
Subject: Text Box
Page Index: 9
Page Label: 9
Author: Ann Fowler
use city of renton std detail 215.10
9 (6)
Subject: Text Box
Page Index: 9
Page Label: 9
Author: Ann Fowler
17-000288
Subject: Text Box
Page Index: 9
Page Label: 9
Author: jcisneros
TED-40-3960
Subject: Text Box
Page Index: 9
Page Label: 9
Author: Ann Fowler
15-000014
Subject: Text Box
Page Index: 9
Page Label: 9
Author: jcisneros
R-396009
Subject: Text Box
Page Index: 9
Page Label: 9
Author: Ann Fowler
17002911$$$1111111TED-40-39608$ & 17-000288/8 35 15-000014+&,7<2)5(172167$1'$5'6
$1111111R-396008
use city of rentonstd detail 215.10
8$ & 17-000288$$$1111111TED-40-3960/8 35 15-000014+&,7<2)5(172167$1'$5'6
$1111111R-396009
& 17002911
Subject: Text Box
Page Index: 10
Page Label: 10
Author: Ann Fowler
use cor std plan 216.30
10 (9)
Subject: Text Box
Page Index: 10
Page Label: 10
Author: jcisneros
R-396010
Subject: Text Box
Page Index: 10
Page Label: 10
Author: Ann Fowler
use cor std plan 216.20
Subject: Text Box
Page Index: 10
Page Label: 10
Author: Ann Fowler
17-000288
Subject: Text Box
Page Index: 10
Page Label: 10
Author: Ann Fowler
17002911
Subject: Text Box
Page Index: 10
Page Label: 10
Author: Ann Fowler
use cor std plan 214.00
Subject: Text Box
Page Index: 10
Page Label: 10
Author: Ann Fowler
use cor std plan 216.40
Subject: Text Box
Page Index: 10
Page Label: 10
Author: jcisneros
TED-40-3960
Subject: Text Box
Page Index: 10
Page Label: 10
Author: Ann Fowler
15-000014
Subject: Text Box
Page Index: 11
Page Label: 11
Author: jcisneros
TED-40-3960
11 (7)
use cor std plan216.30
7+&,7<2)5(172167$1'$5'6
$1111111R-396010
use cor std plan216.20
8$ & 17-000288& 17002911use cor std plan214.00
use cor std plan216.40
$$$1111111TED-40-3960/8 35 15-000014$$$1111111TED-40-3960
Subject: Text Box
Page Index: 11
Page Label: 11
Author: Ann Fowler
17002911
Subject: Text Box
Page Index: 11
Page Label: 11
Author: Ann Fowler
include these in the tir rather than the civil plans
Subject: Text Box
Page Index: 11
Page Label: 11
Author: jcisneros
R-396011
Subject: Text Box
Page Index: 11
Page Label: 11
Author: Ann Fowler
15-000014
Subject: Text Box
Page Index: 11
Page Label: 11
Author: Ann Fowler
17-000288
Subject: Text Box
Page Index: 11
Page Label: 11
Author: Ann Fowler
use cor std plan 214.00
Subject: Text Box
Page Index: 12
Page Label: 12
Author: Ann Fowler
17002911
12 (6)
Subject: Text Box
Page Index: 12
Page Label: 12
Author: Ann Fowler
17-000288
Subject: Text Box
Page Index: 12
Page Label: 12
Author: Ann Fowler
15-000014
Subject: Text Box
Page Index: 12
Page Label: 12
Author: jcisneros
TED-40-3960& 17002911$$$1111111include thesein the tirrather thanthe civil plans
+&,7<2)5(172167$1'$5'6
$1111111R-396011
35 /8 15-000014& 8$ 17-000288use cor std plan214.00
& 17002911& 8$ 17-00028835 /8 15-000014$$$1111111TED-40-3960
Subject: Text Box
Page Index: 12
Page Label: 12
Author: Ann Fowler
include these in the tir rather than the civil plans
Subject: Text Box
Page Index: 12
Page Label: 12
Author: jcisneros
R-396012
Subject: Callout
Page Index: 13
Page Label: 13
Author: Abdoul Gafour
RELOCATE EXISTING HYDRANT IN PLANTER
STRIP - MIN. 24" FROM FACE OF NEW CURB
(BY CITY FORCES)
13 (28)
Subject: Callout
Page Index: 13
Page Label: 13
Author: Ann Fowler
ADJSUT ALL WATER VALVES TO FINISH
GRADE PER CITY STANDARDS
Subject: Text Box
Page Index: 13
Page Label: 13
Author: jcisneros
S-396001
Subject: Callout
Page Index: 13
Page Label: 13
Author: Ann Fowler
due to the high-use site, enchanced water quality
is required prior to the downstream connections.
Subject: Text Box
Page Index: 13
Page Label: 13
Author: Ann Fowler
17-000288
Subject: Line
Page Index: 13
Page Label: 13
Author: Abdoul Gafour
Subject: Cloud+
Page Index: 13
Page Label: 13
Author: Ann Fowler
provide proposed invert and rim elevations for all
sanitary sewer cleanouts.
Subject: Text Box
Page Index: 13
Page Label: 13
Author: Ann Fowler
15-000014
include thesein the tirrather thanthe civil plans
+&,7<2)5(172167$1'$5'6
$1111111R-396012
5:5:5:6$16$167
67
6767676767676767 6$ 6$16$1::::::::::
*$6*$6
*$6
*$6(((((:+,70$1&71( )((7:,'( 6723 5:5:5:*$6*$6
'2127(17(5
3/:::7(6767
&%
RELOCATEEXISTING HYDRANTIN PLANTER STRIP -MIN. 24" FROMFACE OF NEW CURB(BY CITY FORCES)5:5:5
6767
676767676767
67
6$16$16$16$16$16$16$1:
:
:
::::
:::*$6
*$6
*$6
3/((3/3/3/
3/
3/
9$6+2
1
&
7
1
(9$6+21&71(3/
3/
3/3/3/3/67236$1 6$1 6$1
67
67
676$16$
'2127(17(5
3/
:
:
:
7(7(7(
6$1
(;,67,1*
67
67
&%
&%
&%
&%
&%6$1
&%
&%
6&26&2
ADJSUT ALL WATERVALVES TO FINISHGRADE PER CITYSTANDARDS
&203/,$1&(:,7+&,7<2)5(17
$11
S-396001
5:5:
5:
6767
6767676767
67
67
6$16$16$16$16$16$16$1:
:
:
::::
:::6*$6
*$6
*$6
3/
3/3/3/
3/
3/
3
9$6+
2
1
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1
(9$6+21&71(
3/3/3/3/
3/3/67236$1 6$1 6$1
67
67
67
6$1
6$1
'2127(17(5
3/:::7(
7(
7(
6$1(;,67,1*6
67 67&%
&%
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&%6$1
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6&26&2
6RXWK0DLQ6WUHHW6XLWH$NURQ2+ )D[&$/,)62/
due to the high-use site,enchanced water quality isrequired prior to thedownstream connections.8$ & 17-00028867
67:::
5:
&%/8$ & 5 provide proposedinvert and rimelevations for allsanitary sewercleanouts./8 35 15-000014
Subject: Text Box
Page Index: 13
Page Label: 13
Author: Ann Fowler
17002911
Subject: Cloud+
Page Index: 13
Page Label: 13
Author: Ann Fowler
include existing invert and proposed rim elevations
Subject: Callout
Page Index: 13
Page Label: 13
Author: Ann Fowler
show the removal of the existing hydrant service
line and fitting. identify new fittings for relocated
service line.
Subject: Callout
Page Index: 13
Page Label: 13
Author: Ann Fowler
identify each existing water appurtenance and
show the location of the relocated water meters, or
other appurtenances, for both irrigation and
domestic water service.
There is an existing 1" domestic water meter and
a 1" irrigation water meter currently located on the
site. the existing 1" domestic service should be cut
and capped at the main. show the location of the
new proposed 1.5" domestic water service line and
meter.
Subject: Text Box
Page Index: 13
Page Label: 13
Author: jcisneros
TED-40-3960
Subject: Callout
Page Index: 13
Page Label: 13
Author: rstraka
Provide call out. Is this a catch basin or yard drain?
Subject: Callout
Page Index: 13
Page Label: 13
Author: Ann Fowler
as proposed, the areas draining to the rain garden
are required to be analyzed as bypass area from
the exsiting conveyance system in accordance
with section section 1.2.3.e of the city of renton
amendments to the 2009 kcswdm. the applicant
will need to include a discussion in the tir showing
compliance with all criteria outlined in the manual.
alternatively, the release from the rain garden can
be routed to the existing conveyance system.
Subject: Callout
Page Index: 13
Page Label: 13
Author: Ann Fowler
SHOW SIZE OF NEW WATER METER
INSTALL RPBA BACKFLOW PREVENTION
ASSEMBLY IN "HOT BOX" PER CITY
STANDARD DETAILS 350.2
LOCATE METER AND RPBA IN PLANTER
STRIP.& 17002911,1&203/,$1&(:,7
include existinginvert and proposedrim elevations
5:5:6$16$167
67
67
67
67676767
676767676767
67
6$16$16$1
6$1
6$1
6$16$16$16$1::::
:
::::::::
:*$6*$6((((:+,70$1&71( )((7:,'( 9$6+21&71(3/
3/
3/3/5:5:5:67'2127(17(5
3/:7(
7(
&%
&%6$1
6$1
67
&%
67
&%
26&2
show the removal of theexisting hydrant serviceline and fitting. identifynew fittings forrelocated service line.
5:
5:6$1
6$1
67
67
67
67
67
67
67
6767
676767676767
67 6$16$1
6$1
6$1
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6723 5:5:
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676$1'2127(17(5
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6&26&2
%+6;1(4'0610
,1&203/,$1&(:,7+&,7<2)5(1721 $111
7$&2%(//87,/,7<3/$1&identify each existing water appurtenance and show the location of therelocated water meters, or other appurtenances, for both irrigation anddomestic water service.There is an existing 1" domestic water meter and a 1" irrigation water metercurrently located on the site. the existing 1" domestic service should be cutand capped at the main. show the location of the new proposed 1.5" domesticwater service line and meter.$$$1111111TED-40-39605:67 67 67 67 67 67 67 67 67
676$16$16$1
:::::::::::(
(
*$6*$6*$6*$6*$6
:*$6*$6*
((7+675((7 :,'7+9$5,(6 5:
*$6*$6*$6*$66$1::::
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&%67
6$1
67
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670
Provide call out. Is this acatch basin or yard drain?
5:5:5:67 67 67 67 67 67 67
:::::
(((
*$6*$6*$6*$6*$6
5:
1(7+675((7 :,'
67
67
&%67
67$$$11111117$&2%(//as proposed, the areas draining to therain garden are required to beanalyzed as bypass area from theexsiting conveyance system inaccordance with section section1.2.3.e of the city of rentonamendments to the 2009 kcswdm. theapplicant will need to include adiscussion in the tir showingcompliance with all criteria outlinedin the manual.
alternatively, the release from therain garden can be routed to theexisting conveyance system.5:5:
5:
5:
6$1
6$1
67 67 67 67 67 67 67 67 67
67
67
67
67
6767676767676767
67
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67676767 6$1
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6$16$16$16$16$16$16$16$16$1:
:
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670
%+6;1(4'0610
,1&203/,$1&(:,7+&,7<2)5(172167$1'$5'6$1111111
7$&2%(//87,/,7<3/$1&
SHOW SIZE OF NEWWATER METERINSTALL RPBABACKFLOW PREVENTIONASSEMBLY IN "HOT BOX"PER CITY STANDARDDETAILS 350.2LOCATE METER ANDRPBA IN PLANTER STRIP.
Subject: Text Box
Page Index: 13
Page Label: 13
Author: jcisneros
WTR-27-3960
Subject: Text Box
Page Index: 13
Page Label: 13
Author: jcisneros
R-396013
Subject: Callout
Page Index: 13
Page Label: 13
Author: Abdoul Gafour
ADJUST EXISTING BLOW-OFF ASSEMBLY TO
FINISH GRADE (BY CITY FORCES)
Subject: Cloud+
Page Index: 13
Page Label: 13
Author: Ann Fowler
water meter should be located in a level,
unobstructed area as close to the City main as
possible, with the distance not to exceed 50-ft.
meters to commercial developments should be
located near driveway entrances within the
right-of-way or within public utility easements in
landscape areas, and near access driveways.
Subject: Line
Page Index: 13
Page Label: 13
Author: Abdoul Gafour
Subject: PolyLine
Page Index: 13
Page Label: 13
Author: Abdoul Gafour
Subject: Callout
Page Index: 13
Page Label: 13
Author: Ann Fowler
min 7-ft between sanitary sewer and edge of rain
garden
Subject: Text Box
Page Index: 13
Page Label: 13
Author: jcisneros
WWP-27-3960
Subject: Callout
Page Index: 13
Page Label: 13
Author: Ann Fowler
any trash enclosures which direct drainage to the
sanitary sewer system shall be equipped with a
roof. a separate building permit is required for the
trash enclosure.
Subject: Callout
Page Index: 13
Page Label: 13
Author: Abdoul Gafour
RELOCATE EXISTING BLOW-OFF ASSEMBLY
WITHIN NEW PLANTER AREA (BY CITY
FORCES)$$$1111111WTR-27-39602)5(172167$1'$5'6
$1111111R-396013
5:5:6$1
6$167676767676$16$16$1:::::::
:6*$6
*$6*$6
*$
(((((()((7:,'( 67235:5:5:*$6
'2127(17(5:::::7(67 67 67
67
&%
670ADJUST EXISTINGBLOW-OFF ASSEMBLY TOFINISH GRADE (BYCITY FORCES)
67 67
67
676$16$16$16$1:::::::
(5:5:$1
67
&%
&%
water meter should belocated in a level,unobstructed area asclose to the City main aspossible, with thedistance not to exceed50-ft. meters to commercialdevelopments should belocated near drivewayentrances within theright-of-way or withinpublic utility easements inlandscape areas, and nearaccess driveways.35 5:5:5:67 67 67 67 67 67 67 67 67 67
::::::::
(((
(
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(3/1(7+675((7 :,'7+9$5,(6
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67
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67
min 7-ft between sanitarysewer and edge of raingarden
$$$1111111WWP-27-39603/
3/
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3/
67
6$1
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any trash enclosureswhich direct drainage tothe sanitary sewer systemshall be equipped with aroof. a separate buildingpermit is required for thetrash enclosure.676767676767
6$16$16$16$16$16$16 ::::
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67
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&%RELOCATE EXISTING BLOW-OFF ASSEMBLYWITHIN NEW PLANTER AREA (BY CITYFORCES)
Subject: Callout
Page Index: 13
Page Label: 13
Author: Ann Fowler
1.5" service connections must be downstream of
the water meter and cannot be connected directly
to the 8" water main.
Subject: Text Box
Page Index: 13
Page Label: 13
Author: jcisneros
W-396001
Subject: Text Box
Page Index: 14
Page Label: 14
Author: Ann Fowler
17-000288
14 (5)
Subject: Text Box
Page Index: 14
Page Label: 14
Author: Ann Fowler
17002911
Subject: Text Box
Page Index: 14
Page Label: 14
Author: jcisneros
TED-40-3960
Subject: Text Box
Page Index: 14
Page Label: 14
Author: jcisneros
R-396014
Subject: Text Box
Page Index: 14
Page Label: 14
Author: Ann Fowler
15-000014
Subject: Text Box
Page Index: 15
Page Label: 15
Author: jcisneros
TED-40-3960
15 (8)
Subject: Callout
Page Index: 15
Page Label: 15
Author: Ann Fowler
identify which size system is being used on the
site.
Subject: Text Box
Page Index: 15
Page Label: 15
Author: Ann Fowler
17-000288
5:5:5:6$1
6$167676767676767
6767 6$16$16$16$16$16$1:::::::::
:
:*$6
*$6
*$6
*$6(((((
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6&2
670
1.5" service connectionsmust be downstream ofthe water meter andcannot be connecteddirectly to the 8" watermain.
,1&203/,$
W-396001
& 8$ 17-000288& 17002911$$$1111111TED-40-3960+&,7<2)5(172167$1'$5'6
$1111111
R-396014
35 /8 15-000014$$$1111111TED-40-3960identify which sizesystem is being used onthe site.
35 & 8$ 17-000288
Subject: Text Box
Page Index: 15
Page Label: 15
Author: Ann Fowler
this detail is not referenced in the plan sheets.
show where this is being used.
Subject: Text Box
Page Index: 15
Page Label: 15
Author: jcisneros
R-396015
Subject: Text Box
Page Index: 15
Page Label: 15
Author: Ann Fowler
17002911
Subject: Text Box
Page Index: 15
Page Label: 15
Author: Ann Fowler
Subject: Text Box
Page Index: 15
Page Label: 15
Author: Ann Fowler
15-000014
Subject: Text Box
Page Index: 16
Page Label: 16
Author: Ann Fowler
17-000288
16 (5)
Subject: Text Box
Page Index: 16
Page Label: 16
Author: jcisneros
R-396016
Subject: Text Box
Page Index: 16
Page Label: 16
Author: Ann Fowler
17002911
Subject: Text Box
Page Index: 16
Page Label: 16
Author: jcisneros
TED-40-3960
Subject: Text Box
Page Index: 16
Page Label: 16
Author: Ann Fowler
15-000014
this detail is not referenced in theplan sheets. show where this is beingused.
+&,7<2)5(172167$1'$5'6
$1111111R-396015
& 17002911/8 15-000014& 8$ 17-000288+&,7<2)5(172167$1'$5'6
$1111111
R-396016
& 17002911$$$1111111TED-40-396035 /8 15-000014
Subject: Text Box
Page Index: 17
Page Label: 17
Author: jcisneros
R-396017
17 (6)
Subject: Text Box
Page Index: 17
Page Label: 17
Author: Ann Fowler
17002911
Subject: Text Box
Page Index: 17
Page Label: 17
Author: Ann Fowler
17-000288
Subject: Text Box
Page Index: 17
Page Label: 17
Author: jcisneros
TED-40-3960
Subject: Text Box
Page Index: 17
Page Label: 17
Author: Ann Fowler
any trash enclosures which direct drainage to the
sanitary sewer system shall be equipped with a
roof. a separate building permit is required.
Subject: Text Box
Page Index: 17
Page Label: 17
Author: Ann Fowler
15-000014
Subject: Text Box
Page Index: 18
Page Label: 18
Author: Ann Fowler
17002911
18 (7)
Subject: Text Box
Page Index: 18
Page Label: 18
Author: Ann Fowler
use cor std plan 405
Subject: Text Box
Page Index: 18
Page Label: 18
Author: jcisneros
R-396018
Subject: Text Box
Page Index: 18
Page Label: 18
Author: Ann Fowler
remove ada ramps at driveway. use cor std plan
for driveway installation.
+&,7<2)5(172167$1'$5'6
$1111111R-396017
& 17002911& 8$ 17-000288$$$1111111TED-40-3960,1&2
any trash enclosures whichdirect drainage to the sanitarysewer system shall be equippedwith a roof. a separate buildingpermit is required.35 /8 15-000014& 17002911use cor
std plan
405
+&,7<2)5(172167$1'$5'6
$1111111R-396018
remove ada ramps atdriveway. use cor stdplan for drivewayinstallation.
Subject: Text Box
Page Index: 18
Page Label: 18
Author: Ann Fowler
15-000014
Subject: Text Box
Page Index: 18
Page Label: 18
Author: jcisneros
TED-40-3960
Subject: Text Box
Page Index: 18
Page Label: 18
Author: Ann Fowler
17-000288
Subject: Callout
Page Index: 19
Page Label: 19
Author: Ann Fowler
show the inlet from the roof drains.
19 (11)
Subject: Text Box
Page Index: 19
Page Label: 19
Author: jcisneros
TED-40-3960
Subject: Cloud+
Page Index: 19
Page Label: 19
Author: Ann Fowler
coordinate with landscape architect to show these
plants on the landscaping plans.
Subject: Text Box
Page Index: 19
Page Label: 19
Author: Ann Fowler
15-000014
Subject: Text Box
Page Index: 19
Page Label: 19
Author: Ann Fowler
include city of renton standard details 260.00 and
260.10
Subject: Cloud+
Page Index: 19
Page Label: 19
Author: Ann Fowler
8-13% - reference section c.2.5 of the 2009
kcswdm.
Subject: Text Box
Page Index: 19
Page Label: 19
Author: jcisneros
R-396019
35 /8 15-000014$$$1111111TED-40-3960& 8$ 17-000288show the inlet from theroof drains.$$$1111111TED-40-39606RXWK0DLQ6WUHHW6XLWH$NURQ2+ )D[&$/,)62/
coordinate withlandscape architect toshow these plants on thelandscaping plans.35 /8 15-000014include city of rentonstandard details 260.00 and260.10
8-13% - referencesection c.2.5 of the2009 kcswdm.
+&,7<2)5(172167$1'$5'6
$1111111R-396019
Subject: Text Box
Page Index: 19
Page Label: 19
Author: Ann Fowler
17002911
Subject: Cloud+
Page Index: 19
Page Label: 19
Author: Ann Fowler
adjust profile and section drawings to more
accurately display the associated dimensions.
Subject: Callout
Page Index: 19
Page Label: 19
Author: Ann Fowler
show the general location of the fabric in the
schematic profile
Subject: Text Box
Page Index: 19
Page Label: 19
Author: Ann Fowler
17-000288& 17002911176
adjust profile andsection drawings tomore accuratelydisplay the associateddimensions.
show the generallocation of the fabricin the schematicprofile
& 8$ 17-000288