HomeMy WebLinkAboutCOR FIELD NOTE RECORDS - C19004381 - 2800 Unit Lot SubdivisionDEVELOPMENT ENGINEERING
jchavez 12/06/2019
WASTEWATER UTILITY
Ann Fowler 12/06/2019
SURFACE WATER UTILITY
jfarah 12/06/2019
WATER UTILITY
agafour 12/06/2019
REGIONAL FIRE AUTHORITY
cthomas 12/09/2019
APPROVED
DEVELOPMENT ENGINEERING
jchavez 12/06/2019
W-408201
S-408201
DEVELOPMENT ENGINEERING
jchavez 12/06/2019
DEVELOPMENT ENGINEERING
jchavez 12/06/2019
Condition of
Approval:
this triangle piece
shall be landscaping,
not hardscape.
Condition of
Approval:
this triangle piece
shall be landscaping,
not hardscape.
Condition of
Approval:
follow trench
restoration details
and coordinate with
inspector on overlay
extent.
Condition of
Approval:
extend saw cut and
grind/overlay limits.
follow trench
restoration details
and coordinate with
inspector on overlay
extent.
DEVELOPMENT ENGINEERING
jchavez 12/06/2019
SURFACE WATER UTILITY
jfarah 12/06/2019
Condition of Approval:
Use c900 pvc or ductile iron pipe in-lieu of minimum
horizontal clearance between storm and water main.
Condition of Approval:
Use c900 pvc or ductile iron pipe in-lieu of minimum
horizontal clearance between storm and water main.
DEVELOPMENT ENGINEERING
jchavez 12/06/2019
SURFACE WATER UTILITY
jfarah 12/06/2019
HARRINGTON AVE N.E.N.E. 13TH ST.
N.E. 12TH ST.UNIT LOT1234567891011Know what'sCallbelow.before you dig.REastern Washington Division407 Swiftwater Blvd. ▪ Cle Elum, WA 98922 ▪ Phone: (509) 674-7433Western Washington Division165 NE Juniper Street, Suite 201 ▪ Issaquah, WA 98027 ▪ Phone: (425) 392-0250ncompassENGINEERING & SURVEYINGEIN COMPLIANCE WITH CITY OF RENTON STANDARDSS.W. 1/4 OF S.W. 1/4 OF SECTION 04, T. 23 N., R. 05 E., W.MCITY OF RENTON, STATE OF WASHINGTONNORTHEXISTING STRUCTURES:CONSTRUCTION NOTES:VERTICAL BEND ENLARGEMENTMINIMUM CLEARANCE DETAILWITH CONCRETE BLOCKINGWITH CONCRETE BLOCKINGWITH CONCRETE BLOCKINGWATER UTILITYagafour 12/15/20213.0 ft 3.0 ft4.5 ft2.0 ft2.0 ft2.0 ft//////////////////////////////////////////////////////////////////////////////////////////EXISTINGDUCT BANK8" SS13 FT DEEP6" MIN SEPARATION BETWEENBOTTOM OF DUCT BANK TO TOP OFWATER LINETEMPORARY END CAP AND TEMPBLOCKING8"-45° BEND (MJxMJ) WITHMEGALUG(TYPICAL ALL BENDS)CITY FORCES WILL PERFORM FINAL CONNECTIONWITH CUT-IN TEE, VALVES AND CONNECTIONWITH 8" SLEEVE3.0 ft
2-3/4' SHACKLE RODS (TYPICAL)VERTICAL BLOCKING8" WATER FROM SITEDUCT BANK BEHIND CURB LINECONTRACTOR SHALL INSTALL AND TEST ALL NEW WATER MAIN AND FITTINGS UP TO 5 FEETFROM EXISTNG 8" WATER MAIN IN NE 12TH ST.CITY FORCES WILL PERFORM FINAL CONNECTION TO EXISTING 8" WATER IN NE12TH WITH THEVALVES CUT-IN AND CONNECTION WITH 8" SLEEVE8"-45° BEND (MJxMJ) WITHMEGALUG(TYPICAL ALL BENDS)SKETCH PREPARED BY ABDOUL GAFOURCITY OF RENTON WATER UTILITY MANAGER12/16/21EXISTING CURB AND GUTTER
DEVELOPMENT ENGINEERING
jchavez 12/06/2019
SURFACE WATER UTILITY
jfarah 12/06/2019
DEVELOPMENT ENGINEERING
jchavez 12/06/2019
DEVELOPMENT ENGINEERING
jchavez 12/06/2019
WATER UTILITY
agafour 12/06/2019
W-408203
DEVELOPMENT ENGINEERING
jchavez 12/06/2019
WASTEWATER UTILITY
Ann Fowler 12/06/2019
S-408203
APPROVED
12/09/2019 jding
PLANNING DIVISION