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Home My WebLink AboutR-383008Q Q w z zN LC Cc i wr w =m W � I z i I Q • m� rn W I x U w i ❑ L LU Ir C -L n M Lj LL I 0 Q i U] m L) L U� CD rrIr 0() w W LD m LL INFILTRATION �: Q Q w z zN LC Cc i wr w =m W � I z i I Q • m� rn W I x U w i ❑ L LU Ir C -L n M Lj LL I 0 Q M� 0 0() w W a' O m M 00 INFILTRATION �: CU. �D O DRY 00 N Z :>> 4,000 z. w� Q Q w z zN LC Cc i wr w =m W � I z i I Q • m� rn W I x U w i ❑ L LU Ir C -L n M Lj LL I 0 cY) O 'd' T O 0 L0 T LOT DRAINAGE NOTES : SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS b. COMPLIANCE WITH THE BMP REQUIREMENT MUST BE CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST ADDRESSED IN THE SINGLE FAMILY RESIDENTIAL BUILDING PERMIT MANAGEMENT PRACTICES AS LISTED IN THE TABLE BELOW AS WELL AS ANY DRAINAGE REVIEW WHEN AN APPLICATION IS MADE FOR A SINGLE DECLARATION OF COVENANTS AND GRANTS OF EASEMENT. COMPLIANCE WITH THIS FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT. STIPULATION MUST BE ADDRESSED IN THE "SINGLE FAMILY RESIDENCE BUILDING c. ALL CONNECTIONS TO THE DOWNSTREAM DRAINAGE SYSTEM PERMIT DRAINAGE REVIEW" WHEN ANY APPLICATION IS MADE FOR A BUILDING PERMIT SHALL BE VIA A PERFORATED PIPE CONNECTION. FOR THE LOT. SEE DETAILS THIS SHEET. d. ALL INDIVIDUAL FLOW CONTROL BMP's SHALL BE PRIVATELY OWNED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT LOT NUMBER Q BMP 0 M w W z �, m �' INFILTRATION �: CU. oma DRY WELLS Z :>> 4,000 z. w� FEET Z FULL Q � 7 CL �- cY) O 'd' T O 0 L0 T LOT DRAINAGE NOTES : SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS b. COMPLIANCE WITH THE BMP REQUIREMENT MUST BE CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST ADDRESSED IN THE SINGLE FAMILY RESIDENTIAL BUILDING PERMIT MANAGEMENT PRACTICES AS LISTED IN THE TABLE BELOW AS WELL AS ANY DRAINAGE REVIEW WHEN AN APPLICATION IS MADE FOR A SINGLE DECLARATION OF COVENANTS AND GRANTS OF EASEMENT. COMPLIANCE WITH THIS FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT. STIPULATION MUST BE ADDRESSED IN THE "SINGLE FAMILY RESIDENCE BUILDING c. ALL CONNECTIONS TO THE DOWNSTREAM DRAINAGE SYSTEM PERMIT DRAINAGE REVIEW" WHEN ANY APPLICATION IS MADE FOR A BUILDING PERMIT SHALL BE VIA A PERFORATED PIPE CONNECTION. FOR THE LOT. SEE DETAILS THIS SHEET. d. ALL INDIVIDUAL FLOW CONTROL BMP's SHALL BE PRIVATELY OWNED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT LOT NUMBER For WTES see STD PLAN 104.2 BMP TYPE STV PLAN I W 1 as appkable, NA MAXIMUM IMPERVIOUS (SQ. FT.) 1 FULL INFILTRATION 90 CU. FT. DRY WELLS 4 EACH 4,000 SQ. FEET 2 FULL INFILTRATION _ 90 CU. FT. DRY WELLS _ 4 EACH 4,000 SQ. FEET 3 FULL INFILTRATION — 90 CU. FT. DRY WELLS — 4 EACH 4,000 SQ. FEET 4 FULL INFILTRATION — 90 CU. FT. DRY WELLS — 4 EACH 4,000 SQ. FEET 5 FULL INFILTRATION 90 CU. FT. DRY WELLS — 4 EACH 4,000 SQ. FEET 6 FULL INFILTRATION _ 90 CU. FT. DRY WELLS — 4 EACH 4,000 SQ. FEET DOES NOT INCLUDE AREA OF PRIVATE ACCESS ROAD 7 FULL INFILTRATION — 90 CU. FT. DRY WELLS — 4 EACH 41000 SQ. FEET PRIVATE ACCESS ROAD WAS TREATED UNDER 8 FULL INFILTRATION — 90 CU. FT. DRY WELLS — 4 EACH 4,000 SQ. FEET SEPARATE BMP. DRY WELL FRONT DRY WELLS IN REAR YARD TO COLLECT D/W OF HOUSE TO COLLECT (TYPICAL) /RUNOFF FROM NEW HOUSE (TYPICAL) CTI 15' 0 IN 0: o IN ........ L ! I OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. NORTH 28th STREET L.O � ;6 0 yY°000000d" 0 0 ° o ° e r °� z ° 0 e o ° ° 27460 Q e° e 0 e 0IsTFA " OhAL 05/05/2015 NO. oar I � o� q �I .I RECOMMENDED FOR APPROVAL By: Date: ** • By: Date: By: Date: By: Date: ,Is .I a ."t i 611 Tri �r ..L ...... ttO DIr+t'". 014T rkirp CEMENT CONCRETE PEDESTRIAN CURB ,yt t. CEMENT CONCRETE TRAFFIC CURS AND GUTTER t Ulf, Oil PAN PST SICE W K RAM` ENTROk %t,. fi DEPRESSED CURB SECTION .�ckaAT R.SM NTIAL O`EWAYS UKY. t FO C01AWRML I�*W&YS SES. STO PLAN 1,042, DEPRESSED CURB SECTION ,.wRe AT SIS fr—WALK RAM PS 6 a Z 9 E .t, fROADWA%` ff CEMENT CONCRETE TRAFFIC OURS DERRES sED CURB DETAIL Z, Not jsob, w a- I%°#ta�1 x.I iii .a d.€ti�.:.; f" Win: d$x �.f`' z: f "%+.. '�: *4ma aAr T !,,', i 2: PLN 101 CEMENT CONCRO"M CURDS D S it ;` A SEAL W TH AR 4000 OR APPROVED EQUAL ANIS DRY SAND AFTER PATCHING PATCHED AREA PLAN NTS SECTION A ---A 2" ASPHALT CLASS "13" OR AS APPROVED BY THE ENGINEER. 4" CONCRETE, tiQIE5; REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE WENCH #S EQUAL TO THE. DIAMETER OF THE FRAME PLIAS TWO FEET" ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS I CONCRETE BLOCKS PER STID, PLAN 4W.t REPLACE ALL BUT TOP 2" OF EXCAVATED MATERIAL YW` H CLASS 3" CONCRETE (3/4). F'INtSH PAVEMENT SURFACE WTH 2°' OF ASPHALT CLASS 'R' OR AS APPROVED BY THE ENGINEER. TYPICAL. UTILITY COVER '..at • PUBLIC WORKS ADJUSTMENT AMM ENT FOR DF-PARTMENT PAVEMENT OR OVERLAY SLANKTREE SURVEYING sray.E. SCALE DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. ONE INCH CHECKED: ---d AT FULL SCALE IF NOT ONE INCH REVISION BY DATE AP P R 11 APPROVED: SCALE ACCORD14GLY VERTICAL: NAVD 1988 HORIZONTAL: NO 19MI<.3/1991 DATUM STD. PLAN — 400.4 DECEMBER 2010 CITY OE RENTON Planning/Building/Public Works Dept. ---------------- 0, Oetch Resits (Yard Drain) 0 DRYI k 48iameter Inch le Filed PLAN AEW Drain Rm* NTS �A 15' mim---------------- NTS Merle Center of Hol with .1" Capped PVC or Other mean Topsoil Flush with Surtace cl Min. 4'elle. ry 48 Ich Diameter' Err l Sides of H u Male FOW with Listed with 11A2 3"Washed Filler FebrisDrain Rock Min. I ` abo a Searlal High Groundwater TAW 200K) Surface Wait .c f:*,sit Manua] Appendix f'"' C47 . M7 WON, SPU 4, yyt� 3E .. RENa aka Q �.•..,.�,,.,$�v, la �� 2 ! k x ar +y'k3 JA "T TO Q, URB 1"mp ? `^ € rvAut Mxr-,W- � �5" a nn` �"' `N. YF�vr •5'+nMK 4i5t »"�r�n< �`4 '+' i .Y.k4 » ........, pF•4� t .............. .� .: b`$`' is�� ,rea;� a „ �• sky: :: _ _. , iY. a�n� .iR�� 'X,� ale,+.k.�' °iL.`�7 •� .. �k iln � � FiP M+.D�. �. MCE`'�'l. , O •.«U.ft AND A,t6.oG i'r't`'A,:. L. .rOtiP-dr PUERY $—*``+Y'^+.$,»KADJACENT' T WkALL DE' ": IL IN '..> �.;, i•t'��'l'.P;. R .w .tile n s 1 Al "' , 0 aAPUFrT+i t'a:t }�iLf�Mw� W i }G COWIN •��zs �"r �fi � r#• ^t NANTUCKET SHORT PLAT NANTUCKET AVENUE, LLC ROAD/STORM DETAILS & NOTES 2820 PARK AVENUE NORTH UNINEW 05/05/2015 REUXKM: PAGE: DRAWING N0: For WTES see STD PLAN 104.2 Paved sudaws mug, coniply with STV PLAN I W 1 as appkable, NA 2Y.i M jyRF . 'fi4xi R"z.H#':. N 3II� r Mme. 102 CEMENT CONCRETE - - � R � SIDIEWALK � .Ziff ,e, row-, A d it:Liskr,a-Xiw. NANTUCKET SHORT PLAT NANTUCKET AVENUE, LLC ROAD/STORM DETAILS & NOTES 2820 PARK AVENUE NORTH UNINEW 05/05/2015 REUXKM: PAGE: DRAWING N0: