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Home My WebLink AboutR-373505N Co Co LO O O C'7 Al PORTION OF THE SE 1/4, SE 1/4 OF SECTION 31, TOWNSHIP 23 N, RANGE 5 EAST, W.M. WANED GRATE RIM = 273.57 IE= 269.57. 12" STA. 13 +10.0 20' (n BEGIN GUARD RAIL STA. 13 000 1 .19 LT.\ J_ PER WSDOT STD. DWG. CB 10, TYPE 1 \ W VANED GRATE '` 1 06 RIM= 11 7, ` IE= 26 2.2.1 12" SEE GUARD RAIL AND FENCE LOCATION PLACEMENT ABOVE, L d LOT DRAINAGE /BMP NOTES: Z a. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THEjj1 O LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST S + MANAGEMENT PRACTICES AS LISTED IN THE TABLE BELOW AS WELL AS ANY CB 1, E J DECLARATION OF COVENANTS AND GRANTS OF EASEMENT. COMPLIANCE WITH THIS W N G T STIPUTAION MUST BE ADDRESSED IN THE "SINGLE FAMILY RESIDENCE BUILDING I RIM= 1 PERMIT DRAINAGE REVIEW" WHEN ANY APPLICATION IS MADE FOR A BUILDING PERMIT IE =2 71 1 FOR THE LOT. SEE SHEET 8 FOR DETAILS. IE -2 46 , " E LOT NUMBER BMP TYPE •� WILSO 12(ALL) 90 CU. FEET OF DRY WELL/ 1,000 SQ. FT. IMPERVIOUS r AND / OR WILSON PARK #2 30 LIN. FT. GRAVEL TRENCH/ 1,000 SQ. FT. IMPERVIOUS ( �o 1 -10 (ALL) (USING FINE TO MED. SANDS) I I N b. COMPLIANCE WITH THE BMP REQUIREMENT MUST BE I (I NV IN THE SINGLE FAMILY RESIDENTIAL BUILDING PERMIT II � DRAINAGE REVIEW WHEN AN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT. I / 135 F. 1 1 c. ALL CONNECTIONS TO THE DOWNSTREAM DRAINAGE SYSTEM ®S r1 7. SHALL BE VIA A PERFORATED PIPE CONNECTION. d. ALL INDIVIDUAL FLOW CONTROL BMP's SHALL BE PRIVATELY 1 / OWNED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT �I j fff OWNER. y e. NOTE THAT INFILTRATION BMP's CAN NOT BE LOCATED IN FILL AREAS AND WILL BE SITED ON 'NATIVE' SOILS. EACH INDIVIDUAL LOT BMP SHALL PROVIDE AN ALLOWABLE IMPERVIOUS ROOF, DRIVEWAY, AND PATIO AREA z'ii FOR EACH LOT. f. INFILTRATION TRENCHES NOT ALLOWED ON SLOPES GREATER THAN 25 %. I I I STA. 1 +50.`0 1\17 g. PROPOSED DETENTION AND WQ VAULT TREATS NEW PLAT STREET RUNOFF ONLY. I B 13, TYPE 1 W VAN GR IF INDIVIDUAL ONSITE LOT BMP's CANNOT BE INFILTRATED DURING BUILDING PERMIT AN A _ APPLICATIONS, THE VAULT MAY NEED TO BE RE- DESIGNED OR PROPOSED ' RI 57 BUILDING'S ALLOWABLE IMPERIVIOUS AREAS REDUCED. I IE 39.5 1k _ h. PROPOSED LOT BMP's AND IT'S ALLOWABLE IMPERVIOUS AREAS WILL BE �--�_ 1. RECORDED ON FACE OF FINAL PLAT. I I� �I N PI 2 2LF. q2" N I I � =10. 0% CA I 17LF., 12" N -12 ®5= 13.71% hY Ot78. 4 17' J_ STA. 6 +86.0 14.74' LT. I B 15, TYPE 1 CB 20, TYPE II -48" A23 42RA WHRU CURB INLET IIE -232.4 12" RIM =214.0 N I I 4 LF. 1 N IE= 210.00, 12" ® =11.6 IE= 209.50, 15" J o- SEE OFF SITE IMPROVEMENTS \ _I_ B. .B.L. EA MENT FOR CONTINUATION, _ OFF SITE IMPROVEMENTS UNDER IE= 202.00 I �n S M REM T C SPEARATE UTILITY PERMIT �, _ 47LF., 15" N -12 ®S= 15.96% 1 OLF. 15' N- ®S 3.5, 15LF., 12" N -120S 13:33% _ - 0 - OU H� th - TR ET - ^ STA. 7 +00 7.50' - - - - - CB 19, TYPE 1 -L W SOLID LOCKING LID '` ,A 7 86 RIM =215.8 0°' IE= 211.80, 15" 28LF.. 12 "N- 12 ®S =1 OFFE ENGINEERS �yLatL25H °F 13932 SOUTHEAST 159TH PLACE - RENTON, WASHING-TON 98058 2- PHONE: 425- 260 -3412 Po p�cz "80REO f CONTACT: DARRELL OFFE, P.E. Fssio i 104 STA. 14 +90.81 12.17' LT. ` I CB 7, TYPE 1 CB 6, TYPE I W VANED GRATE 98LF. 12" N -12 RIM= 87.19�TE RIM = 315.28 �` I IE= 312.00, 12" ®S= 13.90% IE= 283.1Q 12 E,SW) 3- IE= 284.17, 12 "�S) 1 3513 ^ 12" - 2 CR CB O I W ANEb GRA E 8 12 N -12 - RIM = 3111.35 n N llll�JJJJ E- 1. � I I 5 , Gh1 15 +00 I I •sN.,.. �. •-d`Jal� " - - l- � I 16 +� 17 +00 ` S TH 3r ST T I - F " 1 6LF. 12" CONC. ^` I' OS =2.00% I'( lo! to I 7w 0 DIN A E FINAL LOCATION P 2 LOCATIONS I 1 (a - -- '~ 1 50.00 12.17' RT. >` G 4 PE 1 0 N D GRATE 7 E 1107t 12" O I ( ' F3. N- D% (�S o rs QA N I O O CR, II- N UD `o ILA N I EI= 07.37 5 2 rn o \ I 179LF.. 12" N- 12 ®S =1 W /SOLID LOCKING LID RIM =290.0 IE= 287.75, 8 "�EX.) IE= 284.00, 15'(SW) -NEW 16 1 R h23 T122 ' N A T 1 2ly 2 31. = ' 1 " 7 PE 1 I 2 RATE I T105 2 2tv12'. ,B - B._L_® EME EASNT 1 12 0S= 28.87% 77L 7.5'4.0 24.0' RT. B 18, TYPE II -48 N W SOLID LOCKING LID RIM = 233.00 IE- 228.00, 15" (E &W) IE= 230.00, 12" (SE) s Imp% .' CITY OF SCALE 8� WILSON PARK &WILSON PARK 2 CRAMER NW XOAP°"�� "'D 0°RoL OFFE, P.E. RENTON ROBERT WILSON ° D.L OFFE, P.E. I aa.u, DATUM 720 SOUTH 55th STREET 6/12714 "nrrF°'* Planning /Building /Public Works Dept. ROAD PLAN F XO! IXE WPI BY 37 3 SOS REVISION BE 1 k / \J \ `3i SJ• IIin IB D I n n V I N I I NOTE - 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, 1- 800 - 424 -5555 1 (WHITE PVC) I I j BI- DIRECTIONAL GRATE W/ THRU CURB INLET RIM = 312.21 I I IE- 309.71, 12 "(W) IE= 310.21, 6 "(E) ONLY NO HOUSE CONNECTIONS aiH. utu.ao �o.0 u. CB 4A, TYPE 1 I _ _, _ _ _� SOLID LOCKING LID ..I RIM = 312.81 I PRIVATE STORM SYSTEM IE= 310.46, 6 "(W) FOR ROCKERY DRAINS ONLY, NO HOUSE CONNECTIONS •` / L' .,l al� Lars 4.5,(0,7 HH / t e5 o 6'D cay wE LA -5 vrs s St4iGA0r 15/- -) Lore Aarav-S =373505 _ IZGENtC CCESS ROAD n \ \rtR�[ii.ry>ur.{ Cry c� P #B W N O �W N 3 0 INGRESS, EGRESS REC. NO. 7510220588 1\� ( i RIM = 315.26 IE= 309.17, 12" !' s .I.: A c I CB 224 TYPE 1 10' RT. RIM = 313.17 2 IE= 310.17, 12 "(N) U EMERGENCY ACCESS ROAD BARRICADE, 2 -FIXED BOLLARDS 373 PER CITY STD. DWG #H022 W /CHAIN AND LOCK �l 2- LOCATIONS v` r W /SOLID LOCKING CURB RETURN DATA NO INDIVIDUAL DRIVEWAYS WILL BE RIM = 274.00 ' FL CURB # STATION, OFFSET IE= 269.00, 15" ELEV. DATA 20 +76.78, 13' RT. (SMITHERS) 315.28 R= 25.00' AO A/2 313.32 L= 39.41' ALL UTILITIES SERVICING 16 +78.72, 13' LT. (SO. 53rd ST.) 311.35 DELTA = 99 19'41" 21 +52.82 7' RT. (SMITHERS) 313.05 R= 25.00' © A/2 OF THE PROPOSED ACCESS 312.34 L= 39.13' 16 +85.16, 13' RT. (SO. 53rd ST.) 311.63 DELTA = 89'40'21" OWNER APPROVAL 10 +27.13, 13' LT. (MORRIS AVE.) 231.28 R= 25.00' © A/2 228.90 L= 26.67' 7 +67.65, 16' LT. (S. 55th ST.) 226.52 DELTA = 61'07'15" 10 +26.49, 13' RT. (MORRIS AVE.) 231.22 R= 25.00' O A/2 232.11 L= 28.18' 8 +10.75, 16' LT. (S. 55th ST.) 233.0 + /- DELTA= 64'34'37 W /SOLID LOCKING LID RIM =290.0 IE= 287.75, 8 "�EX.) IE= 284.00, 15'(SW) -NEW 16 1 R h23 T122 ' N A T 1 2ly 2 31. = ' 1 " 7 PE 1 I 2 RATE I T105 2 2tv12'. ,B - B._L_® EME EASNT 1 12 0S= 28.87% 77L 7.5'4.0 24.0' RT. B 18, TYPE II -48 N W SOLID LOCKING LID RIM = 233.00 IE- 228.00, 15" (E &W) IE= 230.00, 12" (SE) s Imp% .' CITY OF SCALE 8� WILSON PARK &WILSON PARK 2 CRAMER NW XOAP°"�� "'D 0°RoL OFFE, P.E. RENTON ROBERT WILSON ° D.L OFFE, P.E. I aa.u, DATUM 720 SOUTH 55th STREET 6/12714 "nrrF°'* Planning /Building /Public Works Dept. ROAD PLAN F XO! IXE WPI BY 37 3 SOS REVISION BE 1 k / \J \ `3i SJ• IIin IB D I n n V I N I I NOTE - 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, 1- 800 - 424 -5555 1 (WHITE PVC) I I j BI- DIRECTIONAL GRATE W/ THRU CURB INLET RIM = 312.21 I I IE- 309.71, 12 "(W) IE= 310.21, 6 "(E) ONLY NO HOUSE CONNECTIONS aiH. utu.ao �o.0 u. CB 4A, TYPE 1 I _ _, _ _ _� SOLID LOCKING LID ..I RIM = 312.81 I PRIVATE STORM SYSTEM IE= 310.46, 6 "(W) FOR ROCKERY DRAINS ONLY, NO HOUSE CONNECTIONS •` / L' .,l al� Lars 4.5,(0,7 HH / t e5 o 6'D cay wE LA -5 vrs s St4iGA0r 15/- -) Lore Aarav-S =373505 _ IZGENtC CCESS ROAD n \ \rtR�[ii.ry>ur.{ Cry c� P #B W N O �W N 3 0 INGRESS, EGRESS REC. NO. 7510220588 1\� ( i RIM = 315.26 IE= 309.17, 12" !' s .I.: A c I CB 224 TYPE 1 10' RT. RIM = 313.17 2 IE= 310.17, 12 "(N) U EMERGENCY ACCESS ROAD BARRICADE, 2 -FIXED BOLLARDS 373 PER CITY STD. DWG #H022 W /CHAIN AND LOCK �l 2- LOCATIONS v` r W /SOLID LOCKING LID NO INDIVIDUAL DRIVEWAYS WILL BE RIM = 274.00 ' a, �y ALLOWED OFF OF SOUTH 55th STREET c IE= 269.00, 15" w � w N , A ALL UTILITIES SERVICING FIXED OBJECTS SITUATED IN THE LOCATION THE SITE SHALL BE OF THE PROPOSED ACCESS MUST BE UNDERGOUND RELOCATED AFTER OBTAINING OWNER APPROVAL NOTES OE INSTALL STOP SIGN, R1 -1 W/ PUBLIC STREET SIGNS "SOUTH 55th STREET" "MORRIS AVENUE SOUTH" O INSTALL PUBLIC STREET SIGN © 16' DRIVEWAY CUT PER SHEET 8, TYPICAL IN 15 LOCATIONS 0 16' DRIVEWAY CUT TO BE DETERMINED BY DEVELOPER lO INSTALL "NO PARKING ANYTIME" SIGN ON ONE SIDE OF STREET GRAPHIC SCALE 0 15 30 60 1 Inch = 30 feel ECOMMENDED FOR APPROVAL By' Date- 6//7// By, 1K_ Date Hy Date - By Date- 10/10/2013 mu0me " 5 _, 14 z° D a ' D o ^� c °z w � w N , A