HomeMy WebLinkAboutWeston Heights Utility Plan III Comments16-002651PRIVATE
REMOVE CONDITION #2.
UNDER SEPARATE PERMITDEMOLITOIN UNDERSEPARATE PERMIT (TYP)IS A CATCH BASIN FILTERSTILL BEING USED? PROVIDE DIMENSIONSOF SEDIMENT TRAP FORCONTRACTORINSTALLATION
ADD COR STD. PLAN 216.30FOR CATCH BASIN INLETPROTECTION IF IT IS BEINGPROPOSED.UPDATE. SHOULDREAD SEDIMENTTRAP.
PRIVATELABEL 10' UTILITYEASEMENT FORCITY UTILITIESADD DIMENSIONSHOW ACCESSEASEMENT IN THISAREA AS WELLSTATION STREETINTERSECTION14 ftCHECKSTATION STATION ISINCORRECT
PRIVATEPROVIDE POSTMASTERAPPROVAL FORMAILBOX LOCATIONPROVIDE POSTMASTERAPPROVAL FORMAILBOX LOCATIONFILL IN GRINDAND OVERLAYSHOW, CALL OUT,STATION, ANDDIMENSION, NOTCH INCURB FOR RAMPRECEIVING AREA
REMOVE DETAIL
MAINTAIN 8'PLANTER WIDTHAT CURBS (TYP)LABEL CURVERADIUSLABEL CURVERADIUSSHOW SLOPESPROVIDE EXISTING ANDPROPOSED SPOTELEVATIONS TO ENSURECONSTRUCTABILITY
PRIVATEADD NOTE TO PLAN STATING THAT ALLGRADING ALONG THE EASTERN EDGE OFPRIVATE ROAD C NEEDS TO BE DONE ON SITE.LABEL PADELEVATIONSMOVE CB #7 SO THAT IT ISON THE CURB LINE AND NOTIN THE FLOW LINE. THIS CBINSTALLATION WILL STILLHAVE A VANED GRATE.1 ft
SHOW SURVEY BACKGROUND TEXTTHAT SHOWS INFORMATION ABOUTEXISTING STRUCTURES.PROVIDE DETAILS SHOWINGHOW PIPES WILL ENTER CB #4AND CB #7. A TYPE 1L OR TYPE2 CATCH BASIN MAY BENECESSARY TO ACCOMODATETHE PIPE LAYOUT
DOESN'T MATCHHORIZONTAL CONTROLPLAN. CHECKSTATIONS (TYP)EX.LABEL MATERIAL OF PIPESEGMENTS. THE PIPESEGMENTS FROM CB #1 TOOUTLET #1 AND CB #12 TO CB#11 SHALL BE DUCTILE IRON.INLET #1CB #2 SHALL BE ATYPE 2 STRUCTURESINCE RIM TO INVERTIS GREATER THAN 5'.DOESN'TMATCH LEFT13.93%LABEL IE OF INLET #1DOESN'T MATCHCONTROLSTRUCTURE DETAIL
PRIVATEPROVIDE THISDETAIL IN THEPLAN SETPIPE MATERIALTHIS DOESN'T MATCH CB#10 DETAIL TO THE LEFTTHIS DOESN'T MATCH CB #10 INTHE PROFILE TO THE RIGHTTURN OFFLABELS (TYP)DIAMETER OF ORIFICEDOESN'T MATCH KCRTSINPUT, 7/8"?STORMWATER POND TOBE INSTALLED ON FENCEPER CITY STANDARDS.PER COR STD. PLAN 224.00 A 50 FOOT DISPERSIONTRENCH CAN ONLY ACCOMODATE A MAXIMUM OF 0.5CFS OF FLOW. THE OUTLET FLOW FROM THE KCRTSMODEL IS GREATER THAN 0.5 CFS. REVISE DESIGN.
MATCH PROFILE SHEET C4.1
REVISE TABLE. NUMEROUS ITEMS DONOT MATCH PLANSAND PROFILE.SHOW SURVEY BACKGROUND TEXTTHAT SHOWS INFORMATION ABOUTEXISTING STRUCTURES.UPDATE NOTETO ACCOUNTFOR SSMH #8.
LABEL MATERIAL OF ALLPIPE SEGMENTS.THIS MANHOLE SHALLBE A SHALLOWMANHOLE PER CORSTD. PLAN 400.2. SHOW WATER ANDPOWER CROSSINGCLEAN UPEX. IE OUT:520.00 (8" W)EX. IE OUT:501.58 (8" W)SHOW AND LABEL ROADINTERSECTIONS.
UPDATE TO MOST RECENT DETAILS.ADD COR STD. PLAN 400.2 SANITARYSHALLOW MANHOLE TO PLANS.
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Project No.Date No.
Client
Contact
Approved By
Checked By
Designed By
Drawn By
REVISIONS
DateDescriptionKnow what'sbelow.before you dig.CallRTDR
TDR
JLS
CTB
04-22-2016TENW 5221
1"=20'SEC. 11, TWP. 23 N, RGE. 5 E., W.M.WESTON HEIGHTS, LLC
15 LAKE BELLEVUE, STE 102
BELLEVUE WA 98005
(425)869-1300
ROBERT FITZMAURICE
WESTON HEIGHTSU15-006162TENW
Transportation Planning | Design | Traffic Impact & Operations
11400 SE 8th Street, Suite 200, Bellevue, WA 98004
Office (425) 889-6747
Transportation Engineering NorthWest
Project Contact: Elyse Hanson, P.E.
Phone: 425-250-5004
ILLUMINATION
DETAILSIL-04
The civil base shown on Sheet LA-1 (storm lines, structures,etc.) does not match what is shown on the civil plans. Revise sheet so that it matches the civil plans.