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HomeMy WebLinkAboutS-390701NOTE: LO W W �2 V / Q Z U_ SECTION C.2 ON -SITE BMPS Future updates to the instructions will be posted on City of Renton's Surface Water Design Manual website. A reproducible copy of the instructions, prepared for inclusion with the declaration of covenant, is located in Reference Section 8-M. FIGURE C.2.11.A SCHEMATIC REPRESENTATION OF A PERFORATED PIPE CONNECTION FOR A SINGLE FAMILY RESIDENCE RANDOM FILL 6" Mt IN. 16" MIN. FILTER FABRIC 6" PERFORATED PIPE m�- 12"-a" WASHED ROCK 24" MIN. �- TRENCH X-SECTION NTS SLOPE ► TO ROAD DRAINAGE SYSTEM Tx IO' LEVEL TRENCH w/PERFORATED PIPE PLAN VIEW OF ROOF NTS 12/12/2016 C-96 2017 City of Renton Surface Water Design Manual A PORTION OF THE SE 1/4, SECTION 10, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON ti0 y� y�9 w �o b y � �y INL �IM=45 .25 a`� c9 RIM=455.33 IE 18" CPP S=450.63 byy z FD MIC CONC MON W/BRASS DISC ; byg�y ON 0.3' D °g INL I a°1'• ZO ;0 DI 12" ei'1 b =460.26 I " RIM=455.64 IE 12" CPEP N=451.82 O ,y c EX. ADA RAM P PKBNAIL O Q ayy m =1 EX. ADA RAMP SSMH > Z �HYD ,g G #X� ° " 12CONC PIPE g TYPE 3 h9 LUM�❑EHH RIM=456.03 8" CONC N/SE __ J y, I O; IM=45 .02 eP DQWV , bg�• ,• E=459.59,e ` BARRICADE °gee ,s�11 CTR CHAN=4{?-I , 0by IE 18" PEP E=449.44 IE 18" PEP N=449.52 NE 6th STREET "" X01 x4 y, s N� 6th ST;,REE ti a� ge 0• a� - S88"21'18"E 308.38' l�J N88'20'35"W (LM) ^b'-,SET PK % WASHER "15025" Xboo Xb�g ag LS �' ��• o� o WD#90 WM S88.21'18"E 242.05' (M) ,tig EX. FLOW LIN � S88' '18" - �e nioo•n� °�• 1�' MH =46 6 CON " w '' S88.21'18"E PROPOSED 8" NE 6th STREET C R CHA 216 11 WM ag°6 ° . 3 gb ao" w z m x X b a ti FD REB NO C ' y . Sr l6�2�"LNASHER "15025" � o W � 27.35' (C) �s w ` o. r a°j°'a y op, m 27 TAIL D . .. 12. nNC PIPE .... ......:...:1E=459.38 by• _ _ _ - - - x M_ EX. ADA RAMP aJ A n o z I w _ ° ® 8CONC NW/S CTR CHAN=444.1Q LOT DRAINAGE NOTES: SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST MANAGEMENT PRACTICES AS LISTED IN THE TABLE BELOW AS WELL AS ANY DECLARATION OF COVENANTS AND GRANTS OF EASEMENT. COMPLIANCE WITH THIS STIPULATION MUST BE ADDRESSED IN THE "SINGLE FAMILY RESIDENCE BUILDING PERMIT DRAINAGE REVIEW" WHEN ANY APPLICATION IS MADE FOR A BUILDING PERMIT FOR THE LOT. LOT NUMBER BMP TYPE MAXIMUM IMPERVIOUS (SQ. FT.) 1 RESTRICTIVE FOOTPRINT 2,500 SQ. FEET 2 RESTRICTIVE FOOTPRINT 2,500 SQ. FEET 3 RESTRICTIVE FOOTPRINT 2,500 SQ. FEET 4 RESTRICTIVE FOOTPRINT 2,500 SQ. FEET 5 RESTRICTIVE FOOTPRINT 2,500 SQ. FEET 6 RESTRICTIVE FOOTPRINT 2,500 SQ. FEET 7 RESTRICTIVE FOOTPRINT 2,500 SQ. FEET b. COMPLIANCE WITH THE BMP REQUIREMENT MUST BE ADDRESSED IN THE SINGLE FAMILY RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN AN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT. c. ALL CONNECTIONS TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA A PERFORATED PIPE CONNECTION. d. ALL INDIVIDUAL FLOW CONTROL BMP's SHALL BE PRIVATELY OWNED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. �OD > I I ti Q S88.21'18"E I 30.01' A b � I 0 0 ° x °0y �O, x x I � I � O \-12""PVC Al I IE=458.22 0 V M-V co 0 � r• s a ;� I v z I I UI I 0w{� M y XX� X t.n NI I �I � 0 J O O IV PP I I �, x g, M I0 a�. �i I xbI I I I x x ay^6 I ID I x yip b I y x0 G by^^ I byty x I g^g b XoP GI TEX e <P ®< FD REBAR/CAP "37555" xb x-- �° �w op 7.5' Xop b x 'g1 ° xM ti0 titi b a N88.2A 8"W SSMH 96' CALC RIM=457.94• 8" CONC E/W CTR CHAN=449.75 NOTE: ALL DRAINAGE CONNECTIONS TO THE PUBLIC STORM DRAINAGE SYSTEM SHALL BE BY PERFORATED PIPE CONNECTION DETAIL ABOVE, TYPICAL. WASyo�'�',C>;' 4 ° 2 27460 0 o�FSS 0NAL����\ 1 12/18/2018 NO. AS-BUILTS SIDEWALK RE -ALIGNMENT FOR EX. TREE FIELD CONDITIONS W/EX. W.M. CONFLICT EXISTING TREE REMOVED IN FIELD x` I ram' � I 20' J 0 y ayy^ O o V ce bey 26' in. x byy. I UMg ❑EHH CO Pb L le x O- X x M "15025" 454.86 IE " DI NE=450.36 ° ey IE b2 I S=450.31 X O Z X a�0 ry O 1 x O N b� rtim w NEW WATER SERVICE _C,z TYPICAL N N W x b� b� X mob^ 1� 1 X O b°g Q titi I� _ xj❑A II big II II x II bg^ I I I I II O X b0 IJ J x ay V II ��Q II II y� II Ilxb`' II II II II II u n �, II �qti II n II u �•" II II tAVEL APPROX. LOCATION II PER PSE MAPPING o � --- ,� x b F2 G ^,y m S88.21 'A0"E 165.n" 6 `V PK NAIL._ ."ir. //.. .. .... S88.24'03"E 1g^oti (N688.20'45"Iy�84.06' HB) CONIC o0 by �. LUMg ❑EHH c Z a =10-0 r1-0 =o �Ox 0 O 00 Z D \6" SANITARY SIDE SEWER STUB TYPICAL EACH LOT SURVEYED: D.L.O. 12/18/18 DESIGNED: D.L.O. 7/12/18 D.L. OFFE, P.E. D.L.O. 3/05/18 DRAWN: D.L.O. 1/15/18 CHECKED: O] Q� �a J 2 ' rnir;�' RIM=4EC52 E 12" I N=449.84 14' B) R E 12" I S=449.68 EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 811 EXISTING SANITARY SEWER SERIVCE BY CITY OF RENTON EXISTING WATER SYSTEM AND HYDRANTS PROVIDED BY WD #90 x b�. I STORM=449.30-450.30 12" m_U SEWER=447.30-447.97 8") C- VAULT DRAIN=451.40-451.74 (4") r 13' STORM=449.17-450.17 12" I WATER=452.60-453.27, (8") VAULT DRAIN=451.10-451.44, (4") IIm FD MI( pDNG EX. ADA RAMP e A 5 $7' G. .1 'vZ ❑� H H YD EHH p yy. b F' 1011 Xgg1 LUM ayy?° yyhti g g,, a b IN IIW VA 111L`>:��IlX1�lLL'!I!><:�l7lL'1��11 RIM=456.25 INL 8" CONC N/E��W RIM=455.61 CTR CHAN=447 110512" CPEP W=449.01 INL IE 12" CPEP N=448.71 RIM=456.18 IE 12" CPEP SE=448.96 IE 12 CPEP N=452.43 E 12" CPEP E=452.33 GRAPHIC SCALE 0 15 30 60 I inch = 30 feet b THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED 0 WV X,�', BY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM ELEVATIONS OF THE STORM, SANITARY AND WATER SYSTEM. FIELD 6g EX. ADA RAMP VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY PACIFIC COAST SURVEYS, INC., ON DECEMBER 10, 2018. THE ON -SITE PRIVATE STORM DRAINAGE AND PUBLIC/PRIVATE yy _ WATER AND SEWER SYSTEMS WERE INSTALLED IN ACCORDANCE WITH THE APPROVED RIL- 0 0, ❑ PLANS AND THE DOCUMENTED FIELD REVISIONS AND FUNCTION AS INTENDED. b 455.3 SSMH ❑EHH oy RIM=455.68 yb 8" CHAN W/S 455.04 CTR CHAN=446.6 RECORD DRAWINGS R-390705 INL 4.40 IN COMPLIANCE WITH CITY OF RENTON STANDARDS w e^ RIM=454.36 xbJ INL RIM=454.42 „ 454.92 A4 AS -BUILT 12-18-2018 SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF R RENTON ONE INCH DATUM val• AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY Nt co L / Nt O A 00 co O O Q J \i i i1 r DATE: O MEAD SHORT PLAT 11L2DK8/2018 = TUSCANY CONSTRUCTION, LLC () PAGE: COMPOSITE UTILITY PLAN DRAWING NO: 522 HOQUTAM AVENUE NE W RENTON, WASHINGTON SHEET:5 OF:20 G