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HomeMy WebLinkAboutR-398005REFER TO ► 1 1F4FA P FRONTAGE / DOMESTIC SERVICE CONNECTION PER SOOS CREEK STANDARD PLANS. CONFIRM METER AND SERVICE SIZING WITH PLUMBING DESIGNER (TYP) 001 I I --! CH IYPE 1 I -- T - - FUTURE I / 1 I RIM 480.45 0 ,� _IE 477.57 _ _ — — I C NECTION I 0T)1 I� 16 LF 8" SD \ \ cnl 1 1i I I l i7777 00 I i I� 16"DEC CB TYPE 1 FF 83.13 NI 5' / RIM 480.36 I ✓ M I a IE 477.25 I I 1 I I_n ,c 1 I / Q,� i SHARED UTILITYLf I I EASEMENT (TYP) FF= 483.07 I RIM 479.64 rLQ f P E 1 i �9/ IE 476.45 _ _ — ASIN TYPE 1 CD ��VN C P STUB FOR FUTURE -- - 7 476.757 =.47�7.3 5 BLDG -CONNECTION a. — — — 1 % _(L� IE 476.81 I� a — —•—--- ——•— --- --- -- - 51 LF 8" SD •--•-- _ N 106 1 I; — —� SD MANHOLE54"W/ Q--------------- ----- 479.64 I iLOV1i CONTROL STRUCTURE UNDVATE ERGROUND DETENTIO FACILI �I 1 PK NAIL / I 4 9. I SYS EM C6-6 -0 - IE 78" 469.32 (6" DEAD STORAGE _j — — 1 _._—•—"-SD _ JE_469�12"STD-- -- -- -- -- -- — REFER TO SOOS '- IE 469.81 (36" E, IN)� �� E �E 14914.6 7 CREEK SANITARY � 1 Z SEWER PLANS 1 I \ FOR SIDE SEWER AND SEWER 1 MAIN EXTENSION 1 Ln PLANS - N Z cn Lf N 1 c o - c - N 1 Ld VCD I 1 J. 'I c / E 1 U O � I PRO CT 1 c �" EX UT�TY J 1_ 9� CD —1 POLI R M ION 0. 10CN ~j 0 JE Know what's b@IOW. Cal before you dig. i.� Q0 I \ I SHARED UTILITY ! ) o I I EASEMENT (TYP) ♦ e k ,e -------------- L CB TYPE 1 RIM 479.25 IE 47ffT REBAR/CAP "15025" coterra ENGINEERING PLLC 321 3rd Ave South, Suite 307 Seattle, Washington 98104 ph 206.596.7115 coterraengineering.com DETENTION ACCESS i RISER (TYP) I I 20 LF 8" SD — — — — — — — — — — — — — — — — -- \� `1 ' 1� MAT SERVICE SWALE S88023 09"E 200.30' 35163 ,�,I STER�'� ZJSIONAL� 7 SHARED DRIVEWAYS 6 CITY COMMENTS 5 CITY COMMENTS 4 CITY COMMENTS NO. REVISION i' I� I� I I co cI 0011 L" .J II CATCH BASIN TYPE 1 RIM 480.80 —1 7 - IE 477.77 I< LOT 5 WATER SERVICE (TYP) STUB FOR FUTURE BLDG. CONNECTION IE 476.39 A_.—.—<_.—.—<_.—.—<_.—.—<_ —CATCH BASIN TYPE 1 _ — — �RIM 480.80------ \ IE 47. 7 \ LOT 5 WATER SERVICE (TYP) STUB FOR FUTURE BLDG. CONNECTION IE 476.39 A_.—.—<_.—.—<_.—.—<_.—.—<_ —CATCH BASIN TYPE 1 _ — — �RIM 480.80------ \ IE 47. 7 \ SURVEYED: MB 3 29 17 PA DESIGNED: MB MB 9 09 16 PA MB 8 15 16 PA DRAWN: MB MB 7/07/161 PA CHECKED: PA BY DATE I AP P R APPROVED: SCALE: 1 "=10, ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY FF= 481.55 PROPERTY LINE \ I Ln 7t L-L 1 z IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY DEVELOPMENT ENGINEERING rstraka 06/20/2017 ' Brianne Bannwarth 06/22/2017 CURRENT PLANNING mdavis 06/20/2017 NOTES 1. SEE SHEET C1 AND C2 FOR GENERAL NOTES, GENERAL STORMWATER NOTES, AND GENERAL SANITARY SEWER NOTES. 2. ALL ROOF DOWNSPOUT CONNECTIONS TO THE FUTURE BUILDING STUB OUTS SHALL BE PERFORATED PIPE. MAINTAIN 5' MIN. SEPARATION FROM BUILDING. 3. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF RENTON AND SOOS CREEK SEWER AND WATER STANDARDS AND REQUIREMENTS. 4. SEE SOOS CREEK SEWER PLANS FOR SANITARY SEWER MAIN WORK AND SIDE SEWER STUBS WITHIN THE RIGHT-OF-WAY. 5. VERIFY SIZE OF NEW WATER METER AND SERVICES WITH PLUMBING DESIGNER AT TIME OF BUILDING PERMIT. 6. COORDINATE METER INSTALLATION WITH BUILDING PERMIT. PROVIDE 18" MIN. COVER OVER DOMESTIC WATER SERVICE. (DOMESTIC WATER SERVICES SHOWN FOR INFORMATION ONLY.) LEGEND 1 CB TYPE-1 C14 DETENTION TANK MAINTENANCE ACCESS 2 CB TYPE-2 48" C 14 STORM DRAIN MAIN STORM DRAIN SERVICE SANITARY SEWER MAIN SANITARY SERVICE LINE CLEANOUT WATER SERVICE LINE WATER/FIRE MAIN SWALE 1 WATER METER SS3 ASPHALT CONIC PAVEMENT 2 C15 TABLE OF DRAINAGE AREAS TOTAL LOT AREA MAX IMPERV BY ZONING REDUCED MAX IMPERV REDUCTION IN IMPERV LOT 1 5,039 3,779 2,728 1,052 LOT 2 5,032 3,774 2,724 1,050 LOT 3 5,940 4,455 3,215 1,240 LOT 4 8,834 6,625 4,782 1,843 LOT 5 5,065 3,799 2,742 1,057 (ALL AREAS IN SF) TOTAL FLOW CONTROL BMP IMPERVIOUS AREA CREDIT 1,052 1,050 785 0 1,057 3,943 SET REBAR/CAP "15025" F_ CONSTRUCTION PERMIT SUBMITTAL --] DATE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF L I M E L I T E SHORT PLAT 3/29/17 FlELDBOOK: RENTON 16204 114TH AVE SE, RENTON, WA 98055 PAGE: DATUM DRAWING N0: Planning/Building/Public Works Dept. DRAINAGE AND UTILITY PLAN C5 SHEET: OF: R-398005