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Home My WebLink AboutzR-373501 SetN CID CD LO O O N Y cr Q d Z O J_ W Q d Z 0 J ► i LEGAL DESCRIPTION: WILSON PARK THE EAST 526 FEET OF THE NORTH 207 FEET OF THE SOUTH 525 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. ADDRESS: 720 SOUTH 55th STREET, RENTON,WA 98055 KING COUNTY PARCEL #: 312305 -9125 WILSON PARK #2 THE EAST 317 FEET OF THE WEST 1,003 FEET OF THE SOUTH 318 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT COUNTY ROAD; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. KING COUNTY PARCEL #: 312305 -9119 PORTION OF THE SE 1/4, SE 1/4 OF SECTION 31, TOWNSHIP 23 N, RANGE 5 EAST, W.M. WILSON PARK& WILSON PARK #2 CALC'D E CTR. SEC. CALC'D E. 114 COR. S89 00'38 "E 2639.51' ROS 1 S89100'48 "E 2639.50' f CALC'6) _ 1319.75' 1319.75' 31 32 31 - I � I I I i ol� U U of ° 1313.97' N W I LO I- CONTROL MAP LO REFERENCE SURVEY I M (ROS 1) BOOK 173, M o PAGES 11 -14 U J U I� I � 5884348 "E 1313.97' 13 N N w i SITE DO I � 131 1308.21' z <- _ _ -- 1308.21' 31 32 6 N882638 "W 2616.43 MEAS.) 6 5 N882628 "W 2616.40' (ROS 1) L FOUND CONCRETE MONUMENT FOUND CONCRETE MONUMENT W/ 3" BRASS DISK IN CASE W/ NAIL DOWN 1.5' S. 114 COR. S.E. SEC. COR. OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425 -260 -3412 CONTACT: DARRELL OFFE, P.E. 27460 m RENTON, WASHINGTON LAND USE PERMIT # LUA 09 -140 & 112 -013 VICINITY MAP F PROJECT TABLE OF CONTENTS o LOCATION 0 SHEET NUMBER w OF A CURRENT TITLE REPORT AND THEREFORE DOES 1 N o Q o 1 w O Z � 2 w a 0 m 3 c J 4 N O DEED LINES ONLY, ACTUAL OWNERSHIP MAY OTHERWISE 5 ROAD /STORM PLAN S. 55th ST, 6 ROAD /STORM PROFILES s v ROAD /STORM DETAILS & NOTES REFERENCE SURVEYS: n VAULT & DETAILS ROS 1: (REC. NO. 199503301293) VOLUME 173, PAGES 11 -14. m SANITARY SEWER PLAN ROS 2: (REC. NO. 88 1 1 1 79001) BOOK 63, PAGE 243. 0 O N Q C m SANITARY SEWER PROFILES N.T.S. 11 SANITARY SEWER DETAILS & NOTES TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY OWNER, OFFE ENGINEERS, PLLC ASSUMES NO LIABILITY FOR ACCURACY OR COMPLETENESS. PROJECT DISTRUBANCE AREA: 4.1 ACRES PROJECT WILL REQUIRE A WASH. STATE NEW PG.I.S. AREA: 0.81 ACRES D.O.E. CONST. STORMWATER PERMIT NEW IMPERVIOUS AREA: 2.32 ACRES SURVEYOR NOTES:: VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988. BENCHMARK: CITY OF RENTON CONTROL ID NO. 1872. FOUND CONCRETE MONUMENT W/ NAIL IN CASE AT S. 192ND ST. AND 99TH PL S. - ELEVATION = 319.47 U.S. FEEL SITE BENCHMARK: SET 600 NAIL IN UTILITY POLE ELEVATION = 216.71 U.S. FEET. CONTOUR INTERVAL: 200 U.S. FEET. SURVEYOR'S NOTE.. THE LEGAL DESCRIPTION FOR TAX LOT 1312305 -9125 DESCRIBES THE EAST 526 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER. THE ORIGINAL LEGAL DESCRIPTION FOR THE PLAT OF GENEVA COURT DESCRIBES THE WEST 794 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER, RESULTING IN A ±10 FOOT OVERLAP ON THE WESTERLY BOUNDARY. NO. I REVISION I BY I DATE I APPR NOTES CONTACT INFORMATION OWNER: ROBERT WILSON 21703 60th STREET EAST LAKE TAPPS, WASHINGTON 98391 PHONE NUMBER: 253 - 208 -3263 EMAIL: doravin ®comcast.net ENGINEER: OFFE ENGINEERS, PLLC ATTN: DARRELL OFFE, PE 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 -7832 OFFICE NUMBER: 425- 260 -3412 FAX NUMBER: 425 - 227 -9460 EMAIL: darrell.offe ®comcast.net SURVEYOR: CRAMER NORTHWEST ATTN: OWNE HILLE, PLS 945 NORTH CENTRAL, SUITE #104 KENT, WASHINGTON 98032 1. MONUMENTS LAST VISITED 1- 14 -04. TABLE OF CONTENTS 2. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT SHEET NUMBER TITLE OF A CURRENT TITLE REPORT AND THEREFORE DOES 1 ago NOT PURPORT TO SHOW ALL EASEMENTS, COVENANTS, 1 COVER SHEET CONDITIONS OR RESTRICTIONS, IF ANY 2 PROJECT LAYOUT I� W 3 GRADING /EROSION CONTROL PLAN 3. THE BOUNDARIES SHOWN ON THIS SURVEY REPRESENT 4 GRADING /EROSION DETAILS & NOTES DEED LINES ONLY, ACTUAL OWNERSHIP MAY OTHERWISE 5 ROAD /STORM PLAN BE DETERMINED. 6 ROAD /STORM PROFILES 7 ROAD /STORM DETAILS & NOTES REFERENCE SURVEYS: 8 VAULT & DETAILS ROS 1: (REC. NO. 199503301293) VOLUME 173, PAGES 11 -14. 9 SANITARY SEWER PLAN ROS 2: (REC. NO. 88 1 1 1 79001) BOOK 63, PAGE 243. 10 SANITARY SEWER PROFILES 11 SANITARY SEWER DETAILS & NOTES 12 STREET LIGHTING PLAN (L -1) 13 STREET LIGHTING DETAILS (L -2) 14 STREET LIGHTING DETAILS (L -3) R- 313501 RECOMMENDED FOR APPROVAL By: Date: (.4t-74t9 By. Date: (4 •/1 •/ By: Date: By: Date: 6w cb CITY OF WILSON PARK & WILSON PARK 2 10/10/201 RENTON ROBERT WILSON per'°° DATUM 720 SOUTH 55th STREET awro x¢ Planning /Building /Public Works Dept. COVER SHEET Cam' 12- 373'�-0 / I lclilvlE7 �y D.L OFFE, P.E. l�J D.L OFFE, P.E. N� 1 ago O .�aE.� sc�c ,¢oxoxar .�,.... R- 313501 RECOMMENDED FOR APPROVAL By: Date: (.4t-74t9 By. Date: (4 •/1 •/ By: Date: By: Date: 6w cb CITY OF WILSON PARK & WILSON PARK 2 10/10/201 RENTON ROBERT WILSON per'°° DATUM 720 SOUTH 55th STREET awro x¢ Planning /Building /Public Works Dept. COVER SHEET Cam' 12- 373'�-0 / I lclilvlE7 �y °z l�J N� 1 ago O w z° a � I� W N I A N CO CO 10 O O C'7 T N Y d Z 0 J 06 Y ir Z 0 J �i PER CITY OF (TYPICAL) OF WALL ON NORTH LINE, CHECK WITH GEOTECHNICAL ENGINEER CURVE TABLE CURVE # RADIUS LENGTH C1 100.00' 60.94' C2 25.00' 39.13' C3 25.00' 39.13' : cn C4 74.00' 37.40' : j OSQ- C5 11.00' 11.83' I° 5�6$ C6 25.00' 16.81' 103.0' CONTROL FOR STATIONING O OF SOUTH 55th STREET ° I' SQ' PROPERTY CORNER o 60132 STA. 6 +84.77, 30.0' LT. i I IB.S_B_L. @ EASEMENT C5 15' STORM EASEMENT - — - - - - 31 (PUBLIC) 17.60' N35 °53'49 "E -- I ISOUTH 55th STREET 7 +00 FOUND CONCRETE MONUMENT W/ 3- BRASS DISK IN CASE INT'X STA. 7 +86.0 S. 114 COR. SOUTH 55TH STREET PORTION OF THE SE 1/4, SE 1/4 OF SECTION 31, TOWNSHIP 23 N, RANGE 5 EAST, W.M. 108.1' : s �Q�. to 1 1 I : 103.0' I. I o I SQ. N 5 15' SEWER EASEMENT C- 103.0' (PUBLIC) rn I: o i : P 516 - 103.0' OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425 -260 -3412 CONTACT: DARRELL OFFE, P.E. Z 1 00.9' I 1 � : I I I I I : 50' :OPEN SPACEI SQ' EASEMENT 1A N66 I I : I I : I I I I c,1 rLO� V I 60.0' O 3� D'\\ F(. V 5n,213 1 ^ARI jEN SP pE Ii 60.0' - - 60.0 65.0' Ln V DD OD Do w 23'I 18' o SQ ° SQ o Sp 55A0 55k0 56`9 61 0 C3 � 39.9' No a V 0 226.13' S88'26'38_'E i(A cn 63.0' ° 60.0' 53.1' o C2 N ESQ• ® �' ® e cli A,I NO _ WILSON PARK LUA09 -140 26'/ 26' WILSON PARK 2 LUA12 -013 — — — — — — — — — — : 40:5' _ 91 sQ' rn SQ' cn 90 cn -y4 cn A5 o m � 60.0_ J _ — 78.0'— - I9. 18' 101.7' I ©SQ C, I g o 1 5613 60.0' 1 102.0' I WI '001 1 i S - P (RPCSPPpS : Z5610 c OPE 8 5Q, I 19 p2 i 102.0' 1 Lo (6 1 a) Ic*1 6OSQ o cn ' 5 : 102.0' 26' 26' C1 5610 102.1' �� \ 0 LA0 SQ 0) - -_ B.S.B.L. O EASEMENT - 15 STORM EASEMENT \ (PUBLIC) NO. I REVISION / F h� \ i ASV _7 �o i i 1� SQ' I6$11 119.5' : 6 I : 119.5' sQ' ' 59� 5 1 119.5' I 1 o 595 i I i i I U to � 3 � I v M � f I H i i I __— __ —_ - - -_ 31 32 6 5 LFOUND CONCRETE MONUMENT W/ NAIL DOWN 1.5' S.E. SEC. COR. o ER NW SCALE 0�0N L 0 °8J°° �9 CITY OF D.L OFFE. P.E. R E N TO N D.L OFFE. P.E. ' a� , DATUM 671271 ate: • *,,,,�scuc Planning /Building /Public Works Dept. BY DATE APPR 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. 811 GRAPHIC SCALE 0 20 40 80 I inch = 40 feet R= 313502 COMMENDED FOR APPROVAL By. Its Date. &./-I. / By. Date. By. Date, By. Date. WILSON PARK & WILSON PARK 2 ROBERT WILSON 720 SOUTH 55th STREET PROJECT LAYOUT CD' [2 - 37356' x1_ mff- 10/10/2013 2 —1414 LJ u I ry z° v' A bow Z ' 4, N N l O °C z a' N I n N (o (o LO 0 O M N Y d 0 J 06 Y Q d Z O J ► i TOP OF WALL ELEV. (TW) I BOTTOM OF ELEV. (BW) ON WALLS OVER IN TYPICAL PORTION OF THE SE 1/4, SE 1/4 OF SECTION 31, TOWNSHIP 23 N, RANGE 5 EAST, W.M. TREES TO BE SAVED. OVERLAP IS 9.56' \ AT N. PROP. LINE -------------------------- TREES TO BE SAVED (TYP.) 0 z �i w z J\ W n. O a, a ffi DITCH I \;/ 12' MIN. THICKNESS �2' -4. QUARRY SPgLLS l I i 'I GRAVEL BACKFILL Y' FOR DRAINS KEYVAY� \ `PERFORATED PIPE 4' MIN. FILTER FABRIC TYPICAL ROCKERY 4' OR LESS HEIGHT N.T.S. FOUND 5/8" "CPS 22J30" & 10.d4' E. N � o I O N U N l� / ON <�a p �.•..� _ - -_ O N88 3 "W 1 .74' IL� - &S - - -__ r � \ � 3a 100' QUARRY SPALLS PAD PER STD. PLAN 215.10 TYPICAL FOUND 518° REBAR & P "CPS 22330" 0.14" N. & 9.53' E. OF PROP. COR. �. coop TL #312305 -9075 26� NNNNNNCy ry�c\ ry N�o ry�ry AM 0� ai6 �� p o r \� N. LINE, S. 525 SE. \ 714 S E 714 I� 5882638 "E 526.07' l I I I T62 1 T35 �T7 l34 T38 ' T39 U3 I I 1 \( I / 1 ) I � 1 � I I I 1 I 1 I I I 1 I AF 1 1 NI I � I t 7 6 1 � I i 0�1 129.12' - - _ � N88p7gg6'pp3gg8 "'W 2616.43' TOP =222.0 N{.yumam Q (M OUTLET= 217.50 �NSTALL FILTLR40 (R a SURFACE AREA REQUIRED= 300 SQ. FT. I z SURFACE AREA PROVIDED =2514 SQ. FT. \ ^ r O z �Iw A w (=1� INSTALL 4 -6" ROCK „COI nJN SPLASH PAD 0 5'x25' WAIN EXISTING a ffi DITCH I \;/ 12' MIN. THICKNESS �2' -4. QUARRY SPgLLS l I i 'I GRAVEL BACKFILL Y' FOR DRAINS KEYVAY� \ `PERFORATED PIPE 4' MIN. FILTER FABRIC TYPICAL ROCKERY 4' OR LESS HEIGHT N.T.S. FOUND 5/8" "CPS 22J30" & 10.d4' E. N � o I O N U N l� / ON <�a p �.•..� _ - -_ O N88 3 "W 1 .74' IL� - &S - - -__ r � \ � 3a 100' QUARRY SPALLS PAD PER STD. PLAN 215.10 TYPICAL FOUND 518° REBAR & P "CPS 22330" 0.14" N. & 9.53' E. OF PROP. COR. �. coop TL #312305 -9075 26� NNNNNNCy ry�c\ ry N�o ry�ry AM 0� ai6 �� p o r \� N. LINE, S. 525 SE. \ 714 S E 714 I� 5882638 "E 526.07' l I I I T62 1 T35 �T7 l34 T38 ' T39 U3 I I 1 \( I / 1 ) I � 1 � I I I 1 I 1 I I I 1 I AF 1 1 NI I � I t 7 6 1 � I i 0�1 129.12' - - _ � N88p7gg6'pp3gg8 "'W 2616.43' y� 14J )RK IN HIS AF EA W°o N8826'38Yl 526.01' rn � 19.6'.1 S. LINE, N. 207 S. 525, 1 S E. 714, S.E. 1 4 NSTAL "ORA GE" FI TER O N9RIC FENCING AR ND o a 3 ES 0 BE°. SAVES On „n 5 a) r I I ro OT 1 o m o REN TON SP # 059 -85 0 7 I I1M RING WITHI TRAC A tVID FOR RAIL 0 pf EI$ "1g 30' INGRESS, EGRESS dvA a \E REC. UTILITY NO. EASEMENT 10220588 No A /- EX. MH #34 -14 RIM = 278.96 IE= 273.33. 12'" (E) IE= 272.96, 12" W) M N{.yumam Q (M �NSTALL FILTLR40 (R a FABRIC FENCING N TYPICAL y� 14J )RK IN HIS AF EA W°o N8826'38Yl 526.01' rn � 19.6'.1 S. LINE, N. 207 S. 525, 1 S E. 714, S.E. 1 4 NSTAL "ORA GE" FI TER O N9RIC FENCING AR ND o a 3 ES 0 BE°. SAVES On „n 5 a) r I I ro OT 1 o m o REN TON SP # 059 -85 0 7 I I1M RING WITHI TRAC A tVID FOR RAIL 0 pf EI$ "1g 30' INGRESS, EGRESS dvA a \E REC. UTILITY NO. EASEMENT 10220588 No A /- EX. MH #34 -14 RIM = 278.96 IE= 273.33. 12'" (E) IE= 272.96, 12" W) M FOUND CONCRETE MONUMENT ------ WW--r W/ NAIL IN CASE AT 99TH PL. S. TM W (CITY OF RENTON CONTROL ID NO. 1872) m * -WALLS SHOWN IN EXCESS OF 4'(48 ") HIEGHT ARE RERQUIRED TO OBTAIN SEPARATE BUILDING PERMIT FROM THE CITY OF RENTON r/ 31"y �X32 CALC'D \I E 114 COP.. I 29537' 0.39" N, I %/4 4 � \J O w � o N � Nn N 0 FRA t " o �I U I Q I I � N 15 �f I N I 4 M /,,,0 3s� J40 R- 313503 LOT 2 - I I RENTON SP n 059 -85 _oo DUST CONTROL MEASURES WILL BE APPLICABLE. i I 20 W0. IDE CITY OF RENTON E No. 7510080741 R C. No. 7510080743 DIRT VOLUMES - ESTIMATES aRAPH40cSCALE CUT: 12,298 CU. YDS. sET -uP Powr I FILL: 9,719 CU. YDS. STRIP: 3,043 CU. YDS. 1 inch = 40 feet VOLUMES PROVIDED BY EARTHWORK SERVICES 'HALT EDGE CONTRACTOR TO VERIFY DIRT QUANTITIES SEPARATELY 02, 727. - _ -� _3� LEGEND V/ TW= ELEVATION AT TOP OF WALL WT GND= ELEVATION AT DIRT GRADE (TOP OR BOTTOM) 37 32 S /W= ELEVATION OF BACK OF SIDEWALK / 6 5 O FINISHED PAD ELEVATION PROPOSED LOT NUMBER C3 FOUND CONCRETE MONUMENT NJ/ NAIL DOWN 15 S.E. SEC. COR. PROJECT WILL REQUIRE NPDES PERMIT FROM D.O.E. WITH CERTIFIED EROSION CONTROL INSPECTIONS AND MONITORING. PERMIT TO BE OBTAINED FROM WASH. STATE DEPT. OF ECOLOGY RECOMMENDED FOR APPROVAL By, Dates 6.17•/ Bye Date, Bye Dnte� Date OFFE ENGINEERS 4�. u••L••o�� CITY OF WILSON PARK &WILSON PARK 2 r'. ,. CRAMER NW xumwnu: ruo ,vm ,w, � y�,A o,scan SCALE Q9 13932 SOUTHEAST 159TH PLACE - O.L OFFE, P.E. ROBERT WILSON RENTON, WASHINGTON 98058 Z RENT 0 N D.L OFFE, P.E. DATUM 720 SOUTH 55th STREET PHONE: 425-260-3412 �SEO.\ 1 PER CIIY COMMENTS B/12/1 aEnao: Planning /Building /Public Works Dept. GRADING /EROSION CONTROL PLAN CONTACT: DARRELL OFFE, P.E. 9 %ONAL••E�G N0. REVISION BY DATE APPR "�� '""" "C0R y 6/12/2014 CD•. 2-� -�3so3 GRA 05/17/2013 • 3 14 INC N{.yumam Q ` J \ — V � ^ r O z A w U I n V' R 31 17 FOUND CONCRETE MONUMENT ------ WW--r W/ NAIL IN CASE AT 99TH PL. S. TM W (CITY OF RENTON CONTROL ID NO. 1872) m * -WALLS SHOWN IN EXCESS OF 4'(48 ") HIEGHT ARE RERQUIRED TO OBTAIN SEPARATE BUILDING PERMIT FROM THE CITY OF RENTON r/ 31"y �X32 CALC'D \I E 114 COP.. I 29537' 0.39" N, I %/4 4 � \J O w � o N � Nn N 0 FRA t " o �I U I Q I I � N 15 �f I N I 4 M /,,,0 3s� J40 R- 313503 LOT 2 - I I RENTON SP n 059 -85 _oo DUST CONTROL MEASURES WILL BE APPLICABLE. i I 20 W0. IDE CITY OF RENTON E No. 7510080741 R C. No. 7510080743 DIRT VOLUMES - ESTIMATES aRAPH40cSCALE CUT: 12,298 CU. YDS. sET -uP Powr I FILL: 9,719 CU. YDS. STRIP: 3,043 CU. YDS. 1 inch = 40 feet VOLUMES PROVIDED BY EARTHWORK SERVICES 'HALT EDGE CONTRACTOR TO VERIFY DIRT QUANTITIES SEPARATELY 02, 727. - _ -� _3� LEGEND V/ TW= ELEVATION AT TOP OF WALL WT GND= ELEVATION AT DIRT GRADE (TOP OR BOTTOM) 37 32 S /W= ELEVATION OF BACK OF SIDEWALK / 6 5 O FINISHED PAD ELEVATION PROPOSED LOT NUMBER C3 FOUND CONCRETE MONUMENT NJ/ NAIL DOWN 15 S.E. SEC. COR. PROJECT WILL REQUIRE NPDES PERMIT FROM D.O.E. WITH CERTIFIED EROSION CONTROL INSPECTIONS AND MONITORING. PERMIT TO BE OBTAINED FROM WASH. STATE DEPT. OF ECOLOGY RECOMMENDED FOR APPROVAL By, Dates 6.17•/ Bye Date, Bye Dnte� Date OFFE ENGINEERS 4�. u••L••o�� CITY OF WILSON PARK &WILSON PARK 2 r'. ,. CRAMER NW xumwnu: ruo ,vm ,w, � y�,A o,scan SCALE Q9 13932 SOUTHEAST 159TH PLACE - O.L OFFE, P.E. ROBERT WILSON RENTON, WASHINGTON 98058 Z RENT 0 N D.L OFFE, P.E. DATUM 720 SOUTH 55th STREET PHONE: 425-260-3412 �SEO.\ 1 PER CIIY COMMENTS B/12/1 aEnao: Planning /Building /Public Works Dept. GRADING /EROSION CONTROL PLAN CONTACT: DARRELL OFFE, P.E. 9 %ONAL••E�G N0. REVISION BY DATE APPR "�� '""" "C0R y 6/12/2014 CD•. 2-� -�3so3 GRA 05/17/2013 • 3 14 INC N{.yumam Q ` J \ — V � ^ r O z A w N I n V' N (O co Lo C) O r EROSION 1. 2. 3. 4. 5. CONTROL NOTES THESE NOTES SHALL APPEAR FOR PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX "D" OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMTS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT /ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND /OR CONSTRUCTION TO PREVENT TRANSPORTATION OF (V Y 5. FILTER FABRIC FENCES SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION PROVIDE 3/4" - 1.5" AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME 12" SERVED THEIR USEFUL THAT CLEARING AND /OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS WASHED GRAVEL BACKTH PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/ X UPSLOPE AREA HAS BEEN SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMIT-FEE. Z 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE 0 INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS (n CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONITIONS DICTATE, THE PERMITEE J SHALL BE INSPECTED IMMEDIATELY SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE j NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPSED SITE. DURING THE AFTER EACH RAINFALL AND AT LEAST DAILY DURING COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE ots TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE Y ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO IMMEDIATELY. PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECIEVING DRAINAGE SYSTEM. Cc BARRIER Q 7. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION CONTROL ONLY. IT DOES NOT a FILTER FABRIC CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. Z O 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST - MARCH 30TH) OR (/) SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST - SEPTEMBER 30TH) SHALL BE J IMMEDIATELY STABILIZED WITH THE APPROVED ERC COVER METHODS (e.g. SEEDING, > MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BEWTEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX "D" OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ERC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12. THE ERC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. DURING THE TIME PERIOD OF OCTOBER 1ST - MARCH 30TH, ALL PROJECT DISTURBED SOIL AREAS, THAT ARE TO BE LEFT UN- WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. 2" BY 2" 14 GA. WIRE FABRIC OR EQUIV. II I 2' -6" I I I II I 5' -0" JIB BURY BOTTOM OF FABRIC _41-_________Ak MATERIAL IN 8" BY 12" TRENCH I F 6 MAX --� u u 15. ANY PERMANENT RETENTION /DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. NOTES. 1. FOR SHEET RUNOFF OR FOLLOWING DISCHARGE FROM A SEDIMENT TRAP OR POND. 2. MAXIMUM SLOPE STEEPNESS PERPENDICULAR TO FENCE LINE IS 1:1. 3. MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO THE FENCE OF 100 FT. RISER PIPE (PRINCIPAL SPILLWAY) OPEN AT TOP WITH TRASH RACK PER FIG. 4.4.4\ SPILLWAY ' MIN. WIDTH DEWATERING DEVICE 4. IF 50% OR LESS OF THE SOIL, BY WEIGHT, IS FINE PARTICLES 'S: (SEE RISER DETAIL) IT 6" FILTER FABRIC MATERIAL SMALLER THAN THE U.S. STANDARD SIEVE NO. 200, THE EOS -II SHOULD BE EQUAL TO OR SMALLER THAN THE SIEVE SIZE II 2" BY 2" BY 14 GA. WIRE THAT 85% OF THE SOIL CAN PASS THROUGH. _I ---- - - - - -- - -- FABRIC OF EQUIV. 5. THE TRENCH SHALL BE BACKFILLED WITH 3/4" MINIMUM 2' -0' DIAMETER WASHED GRAVEL. IJ II =II =I I— —I IJ I- 11I -11 OFFE ENGINEERSPlo 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 Z PHONE: 425-260-3412 PoF' C s oG\r CONTACT: DARRELL OFFE, P.E. 'sldNtii �� " NO. REVISION BY DATE APPR WIRE - BACKED SILT FENCE,' STAKED HAYBALES WRAPPED WITH FILTER FABRIC, OR EQUIVALENT DIVIDER D.L OFFE, P.E. o D.L. OFFS, P.E. AT ML SGIEML SGIE s rar arE ra, Mxaimxxr DEWATERING ORIFICE EMBANKMENT COMPACTED 95 %. PERVIOUS MATERIALS SUCH AS GRAVEL OR CLEAN SAND SHALL NOT BE USED. 1 j DISCHARGE TO STABILIZED CONCRETE BASE CONVEYANCE, OUTLET OR (SEE RISER DETAIL) LEVEL SPREADER TEMP. POND CONTROL CITY OF RENTON DATUM Planning /Building /Public Works Dept. cD R- 313504 RECOMMEN D F R APPROVAL By Date, 01 I BYI Date, •(2• I Byl Date, By, Date, WILSON PARK & WILSON PARK 2 ROBERT WILSON 720 SOUTH 55th STREET GRADING /EROSION DETAILS & NOTES Ce 07/15/2013 I �y 0 0 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE PROVIDE 3/4" - 1.5" 12" SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE WASHED GRAVEL BACKTH X UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. IN TRENCH AND ON BOTH SIDES I OF FILTER FENCE FABRIC ON —{ 8" MIN. 6. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY THE SURFACE. AFTER EACH RAINFALL AND AT LEAST DAILY DURING 2" BY 4" WOOD POST PROLONGED RAINFALL. ANY REPAIRS SHALL BE MADE ALT: STEEL FENCE POSTS. IMMEDIATELY. BRUSH BARRIER NTS 066 FILTER FABRIC FENCE DETAIL OFFE ENGINEERSPlo 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 Z PHONE: 425-260-3412 PoF' C s oG\r CONTACT: DARRELL OFFE, P.E. 'sldNtii �� " NO. REVISION BY DATE APPR WIRE - BACKED SILT FENCE,' STAKED HAYBALES WRAPPED WITH FILTER FABRIC, OR EQUIVALENT DIVIDER D.L OFFE, P.E. o D.L. OFFS, P.E. AT ML SGIEML SGIE s rar arE ra, Mxaimxxr DEWATERING ORIFICE EMBANKMENT COMPACTED 95 %. PERVIOUS MATERIALS SUCH AS GRAVEL OR CLEAN SAND SHALL NOT BE USED. 1 j DISCHARGE TO STABILIZED CONCRETE BASE CONVEYANCE, OUTLET OR (SEE RISER DETAIL) LEVEL SPREADER TEMP. POND CONTROL CITY OF RENTON DATUM Planning /Building /Public Works Dept. cD R- 313504 RECOMMEN D F R APPROVAL By Date, 01 I BYI Date, •(2• I Byl Date, By, Date, WILSON PARK & WILSON PARK 2 ROBERT WILSON 720 SOUTH 55th STREET GRADING /EROSION DETAILS & NOTES Ce 07/15/2013 I �y 0 0 �o> Nz A 0 °z X W N I N 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 N LO O C) M N Y CC ^Q LL Z 0 J 06 Y It Q a Z O U) J G ...............N . ............_A...............N ...... _ N (0 Z.n co C6 0 EMERGENCY ACCESS ROAD 10 ... a . .\ ,...... ... .. ...... ... ....... ....- 2" CONCi '2.08% .12" "N ='12 @S =1 1 .. .. ... _ .. . .......... .. .. _... ......JJLI, :LZ ... N lL 1 ...,. .... _ ... ....... .. ........ . . ... ............. ...... RIM- 313'05. . CBH21. TYPE" IF ®S 18.26% -IE- 309.07, 12" NE) RIM- 315.26 CB 5 TYPE II 48' IIE- 307.38, 12 "�NW /S) IE= 309.17, 12" RIM= 11.35 CB 4 TYPE 1 E 305.61, 12• RIM =9.71, SMITHERS PLACE: SOUTH 300: IE= 309.71, 12 "(W) _..... 2'0 +00...... . 21 +00 IE= 310.21, 6 "(E).. .......2'2 +00......... 23 ±OD ... ...... ... ....... ....... 260: .. ..M mla 00 y .... . 0 N N II of 1L ® /. /jc ....Z6O 3 J . O as 0 00 r M W a � M M M x ?Iv zl + ° = ~ Q ~ �\ 250: 1� / I � �/: Z� / ........ . .. ..........:. / / a 10 , ;k N N N N N N I0 .... 'VIC. . / / No N ca m ELI° SFO w ° .. :. ......... d� II C :+ �O o�M ' li F c ">: NN 0 +NI �N0 ............ .............. .. a 9 1'\9~J° / / . I ...... ... Z l \\ . 1 n J 1 ... ............. .... \ \ \ 240 > w �I a1 m oo .......... \ \ \ \; a ! 3j 20 +05.0 \ � ....... �I 1 ®SF20STA. .... .;...... .... BEGIN ROAD SECTION .� .,. \\\ i 1 it 310. It \ (.6 s TYPE 1 I 0 - - "- PRA -419 9A I ...............N . ............_A...............N ...... _ N (0 Z.n co C6 0 EMERGENCY ACCESS ROAD 10 ... a . .\ ,...... ... .. ...... ... ....... ....- 2" CONCi '2.08% .12" "N ='12 @S =1 1 .. .. ... _ .. . .......... .. .. _... ......JJLI, :LZ ... N lL 1 ...,. .... _ ... ....... .. ........ . . ... ............. ...... RIM- 313'05. . CBH21. TYPE" IF ®S 18.26% -IE- 309.07, 12" NE) RIM- 315.26 CB 5 TYPE II 48' IIE- 307.38, 12 "�NW /S) IE= 309.17, 12" RIM= 11.35 CB 4 TYPE 1 E 305.61, 12• RIM =9.71, SMITHERS PLACE: SOUTH 300: IE= 309.71, 12 "(W) _..... 2'0 +00...... . 21 +00 IE= 310.21, 6 "(E).. .......2'2 +00......... 23 ±OD ... ...... ... ....... ....... 260: mla Q 00 y coin 0 N N II of 1L ® /. /jc ....Z6O 3 J . O as 0 00 r ro W W a t N / / / / . x ?Iv /� . + ° = ~ Q ~ 250: 1� / I � �/: Z� / / / a ;k N N N N N N I0 oi P P 1 / / No N ca m w ° .. :. ......... Z.. . ..W :.L /j // wN a a0 �N0 1'\9~J° / / �c ...... . . . .. .......... . ... ......... . . 1 N' ... ............. .... c 240 m oo .......... ...... ... I .....v a: y ........I ....... it .12" "N ='12 @S =1 1 .. .. ... _ .. . .......... .. .. _... ......JJLI, :LZ ... N lL 1 ...,. .... _ ... ....... .. ........ . . ... ............. ...... RIM- 313'05. . CBH21. TYPE" IF ®S 18.26% -IE- 309.07, 12" NE) RIM- 315.26 CB 5 TYPE II 48' IIE- 307.38, 12 "�NW /S) IE= 309.17, 12" RIM= 11.35 CB 4 TYPE 1 E 305.61, 12• RIM =9.71, SMITHERS PLACE: SOUTH 300: IE= 309.71, 12 "(W) _..... 2'0 +00...... . 21 +00 IE= 310.21, 6 "(E).. .......2'2 +00......... 23 ±OD ... ...... ... ....... ....... 260: mla Q 00 y coin 0 N N II of 1L ® /. /jc ....Z6O 3 J . O as 0 00 r ro W W a t N / / / / . x ?Iv /� . + ° = ~ Q ~ 250: 1� / I � �/: Z� / / / a ;k N N N N N N I0 oi P P 1 / / No N ca m w ° .. :. ......... Z.. . ..W :.L /j // wN a a0 �N0 1'\9~J° / / �c ...... . . . .. .......... . ... ......... . . 1 N' ... ............. .... c 240 m oo .......... ...... ... I .....v a: y ........I ....... 320 - - -- 310 9i . ..... :. ..... : _N I? w M M M J M M M M M M 07 ......aa ...............M. .:..m ......... �. ...............N ... _..N ...... / / / / m / ti m ° mowRw .:' B ®k® c' ♦ ®I I I"II I I I ( > i � : a � I in n l .. . w � / 230: �ac'j: row M N. ................................. IN 02w 220 10 +00 11 +00 1 S0e0 %w ° N Nw nrN eI.IiQ o NRl .O.Q .... ............... .. Lq '00 �- 6C3 ................ mmM II II OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHNGTON 98058 PHONE: 425 -260 -3412 CONTACT: DARRELL OFFE, P.E. 12 +00 2— 50 $�� / 2 290 1 /' /' / / ..... ......... .y ..... ................................... ...... ° /... /. w : z x w — NN: — N 240 280 ...... / .. 1�9� . ... / / 280 :...... .: .. .. ... .. ' .. ........ ........ ......... ..... ... .. ........ .. A .. �NNN Nu) II: S, // II NN. II N m� II II: mM II n 0RW: UD:W / w — ...... .... ......... ....... .. �.�.... as la] .. W . ... ........ ......... ..... .. ... ........ ......... a. a NMI 03a Sw II II L QR 230 70i/ / �ww . ..................:..................:...... ............:.................. .. ............................... / :............................................................................ .:...............:.... ............ .............. .— .......... ............. ............. .............. .............. ............. cB s TYPE 1 RIM = 273.57 IE= 269.57, 12" 13 ±00 1400 15 +00 16 ±00 17 +00 CRAMER """ SCALE i9 CITY OF D.L OFFE, P.E. I R E N TO N arom D.L OFFE, P.E. i or�.xri DATUM �u+ Planning /Building /Public Works Dept. F Wf QE WRI REVISION BY DATE APPR R=373506 GRAPHIC SCALE 0 15 30 60 I inch = 30 feet RECOMMENDED FOR APPROVAL By' Date, is /7 /y B Date- By Date - By- Datet WILSON PARK & WILSON PARK 2 ROBERT WILSON 720 SOUTH 55th STREET ROAD & STORM PROFILES CD: pt.-- 010 Imp 10/10/2013 rnneoue n� �y 0 w O D N � 1 o rn � �o w N , n ®yy / y 300 1L ® /. /jc ....Z6O 3 ........ .......... ..... i . as 0 00 r ro W W a a0 0 00 C / / / / . /� . 1� / C�/ / �/: Z� / / / a N N N N N N N N N o oi P P 1 / / No /j // wN 1'\9~J° / / ._........ . ...... . . . .. .......... . ... ......... . . 1 1I ... ............. .... oo it .:' B ®k® c' ♦ ®I I I"II I I I ( > i � : a � I in n l .. . w � / 230: �ac'j: row M N. ................................. IN 02w 220 10 +00 11 +00 1 S0e0 %w ° N Nw nrN eI.IiQ o NRl .O.Q .... ............... .. Lq '00 �- 6C3 ................ mmM II II OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHNGTON 98058 PHONE: 425 -260 -3412 CONTACT: DARRELL OFFE, P.E. 12 +00 2— 50 $�� / 2 290 1 /' /' / / ..... ......... .y ..... ................................... ...... ° /... /. w : z x w — NN: — N 240 280 ...... / .. 1�9� . ... / / 280 :...... .: .. .. ... .. ' .. ........ ........ ......... ..... ... .. ........ .. A .. �NNN Nu) II: S, // II NN. II N m� II II: mM II n 0RW: UD:W / w — ...... .... ......... ....... .. �.�.... as la] .. W . ... ........ ......... ..... .. ... ........ ......... a. a NMI 03a Sw II II L QR 230 70i/ / �ww . ..................:..................:...... ............:.................. .. ............................... / :............................................................................ .:...............:.... ............ .............. .— .......... ............. ............. .............. .............. ............. cB s TYPE 1 RIM = 273.57 IE= 269.57, 12" 13 ±00 1400 15 +00 16 ±00 17 +00 CRAMER """ SCALE i9 CITY OF D.L OFFE, P.E. I R E N TO N arom D.L OFFE, P.E. i or�.xri DATUM �u+ Planning /Building /Public Works Dept. F Wf QE WRI REVISION BY DATE APPR R=373506 GRAPHIC SCALE 0 15 30 60 I inch = 30 feet RECOMMENDED FOR APPROVAL By' Date, is /7 /y B Date- By Date - By- Datet WILSON PARK & WILSON PARK 2 ROBERT WILSON 720 SOUTH 55th STREET ROAD & STORM PROFILES CD: pt.-- 010 Imp 10/10/2013 rnneoue n� �y 0 w O D N � 1 o rn � �o w N , n — NN: — N 240 280 ...... / .. 1�9� . ... / / 280 :...... .: .. .. ... .. ' .. ........ ........ ......... ..... ... .. ........ .. A .. �NNN Nu) II: S, // II NN. II N m� II II: mM II n 0RW: UD:W / w — ...... .... ......... ....... .. �.�.... as la] .. W . ... ........ ......... ..... .. ... ........ ......... a. a NMI 03a Sw II II L QR 230 70i/ / �ww . ..................:..................:...... ............:.................. .. ............................... / :............................................................................ .:...............:.... ............ .............. .— .......... ............. ............. .............. .............. ............. cB s TYPE 1 RIM = 273.57 IE= 269.57, 12" 13 ±00 1400 15 +00 16 ±00 17 +00 CRAMER """ SCALE i9 CITY OF D.L OFFE, P.E. I R E N TO N arom D.L OFFE, P.E. i or�.xri DATUM �u+ Planning /Building /Public Works Dept. F Wf QE WRI REVISION BY DATE APPR R=373506 GRAPHIC SCALE 0 15 30 60 I inch = 30 feet RECOMMENDED FOR APPROVAL By' Date, is /7 /y B Date- By Date - By- Datet WILSON PARK & WILSON PARK 2 ROBERT WILSON 720 SOUTH 55th STREET ROAD & STORM PROFILES CD: pt.-- 010 Imp 10/10/2013 rnneoue n� �y 0 w O D N � 1 o rn � �o w N , n CRAMER """ SCALE i9 CITY OF D.L OFFE, P.E. I R E N TO N arom D.L OFFE, P.E. i or�.xri DATUM �u+ Planning /Building /Public Works Dept. F Wf QE WRI REVISION BY DATE APPR R=373506 GRAPHIC SCALE 0 15 30 60 I inch = 30 feet RECOMMENDED FOR APPROVAL By' Date, is /7 /y B Date- By Date - By- Datet WILSON PARK & WILSON PARK 2 ROBERT WILSON 720 SOUTH 55th STREET ROAD & STORM PROFILES CD: pt.-- 010 Imp 10/10/2013 rnneoue n� �y 0 w O D N � 1 o rn � �o w N , n R=373506 GRAPHIC SCALE 0 15 30 60 I inch = 30 feet RECOMMENDED FOR APPROVAL By' Date, is /7 /y B Date- By Date - By- Datet WILSON PARK & WILSON PARK 2 ROBERT WILSON 720 SOUTH 55th STREET ROAD & STORM PROFILES CD: pt.-- 010 Imp 10/10/2013 rnneoue n� �y 0 w O D N � 1 o rn � �o w N , n N C0 CID LO O O @v) N Y Q Z 0 J_ 06 Y cc Q IL Z O W J �i i STORM WATER STANDARD PLAN NOTES 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICICPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (e.g. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.). tHE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVAED PLANS, WHICH ARE ON FILE WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOUYRS OF 7 A.M. TO 7 P.M., MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 7. IT SHALL BE THE APPLICANT /CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTES ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW AND APPROVAL. 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% (PERCENT) DENSITY, STANDARD PROCTOR. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON- FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 13. ALL SEDIMENTATION /EROSION FACILITIES MUST BE OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 14. ALL RETENTION /DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER SECTION. 15. ALL PIPES AND APPURTENANCES SHALL BE LAID ON THE PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION OF ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS, PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING 14 S l P QF 1,DD1N A B CLASS "C ", WITH THE EXCEPTION OF PVC PIPE. I.L plpfi5 (RMUG -i PRIvA7e RrQl 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS, UNLESS OTHERWISE SHOWN ON THE APPROVED PLANS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION /DETENTION FACIUTY SHALL HAVE SOLID LOCKING LIDS. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACK LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN COTY OF RENTON RIGHT -OF -WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOTT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUTIABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOTTING DRAINS, DRVIEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURAFCE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THIER INTENDED USE. EACH OUTLET SHALL HAVE FREE - FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT HIGH, 2 "x4" STAKE MARKED STORM" OD "DRAIN ". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON- METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT /CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO OTHER UTLILITES (e.g. POWER, GAS, TELEPHONE, TELEVISION). 22 F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT /HOME OWNER. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23. ALL DISTURBED AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPCITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND /OR LIABLILTY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE PUBLIC WORKS DEPARTMENT, TRANSPROTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1 -07 -23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT 6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS RMC 4 -3 -050). 5' Iw z m J s W a z 01w 10' 18' R/W ¢i0 23' 10' VERT. CURB &� "\ \ �-4" MIN. CLASS °B" ASPHALTIC CONCRETE GUTTER \ \\ \PAVEMENT- 2 -2" LIFTS REQUIRED 6 "MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS BY GEOTECHNICAL ENGINEER. SMITHERS PL. SOUTH STA. 20 +05 TO 21 +15 N.T.S. . w z p.14 •IT m w D CLT V. o w 10' 18' R/W an . VERT. CURB &�..... \ �L4" MIN. CLASS "B" ASPHALTIC CONCRETE" GUTTER \ \\ \PAVEMENT- 2 -2" LIFTS REQUIRED 6 "MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS BY GEOTECHNICAL ENGINEER. SMITHERS PL. SOUTH ■ ■ ■ ■ POST BEHIND SIDEWALK STA. 21 +15 TO 22 +04 N.T.S. F GROUND P OF CONC. \LK POST WITHIN LANDSCAPE STRIP NOTE: LEGIBILITY DISTANCE SHOULD BE AT LEAST 40 FEET PER INCH OF LETTER HEIGHT. "NO PARKING" SIGN INSTALLATION 7 SECTION CHANGE WHERE GUARD RAIL AND WALL ARE LOCATED, SEE SHEET 5 t o' 30' 1 1' 11.5' 8.5' 2% °ww � zj z J zZ Z w O O f I N 10' 26' SIDEWALK STRIP - VERT. CURB GUTTER Iw z Q J o� o w ¢IU 10' 4" MIN. CUSS "B" ASPHALTIC CONCRETE PAVEMENT- 2 -2" LIFTS REQUIRED 6 "MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE MORRIS AVE. S. /S. 53rd PL. STA. 13 +30 TO 17 +16.94 N.T.S. 26' SIDEWALK Iw a � o z o w ¢IU Pen `4" MIN. CLASS "B" ASPHALTIC CONCRETE STRIP \ \\ \_PAVEMENT- 2 -2° LIFTS REQUIRED VERT. CURB & 6 "MIN. CRUSHED SURFACING TOP COURSE GUTTER CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS BY GEOTECHNICAL ENGINEER. MORRIS AVE. S. 4" MIN. CLASS "B" ASPHALTIC CONCRETE PAVEMENT- 2 -2" LIFTS REQUIRED 6 "MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS BY GEOTECHNICAL ENGINEER. EMERGENCY ACCESS ROAD N.T.S. SAW CUT I 2% 2" GRIND & OVERLAY \ 4" MIN. CLASS "B" ASPHALTIC CONCRETE \` PAVEMENT- 2 -2" LIFTS REQUIRED 6" MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY GEOTECH BASED UPON SOUTH 55th STREET N.T.S. `5' CONCRETE SIDEWALK LANDSCAPE STRIP STA. 10 +00 TO 13 +30 N.T.S. 42" MAX 24" MIN 1 5 2� 1 -1 /2T STD 90' BRACKET OR 360' ADJUSTABLE BRACKET IF REQUIRED. PIPE CAP 2" GALVANIZED STEEL PIPE 10' R- 313501 8" FOR ALL ARTERIALS 2' MIN ILEARANCE FROM FACE OF CURB. 10' MIN CLEARANCE IF NO CURB GROUND MOUNTED STREET NAME SIGNS �'y 1USi10�:6� OFFE ENGINEERS �� °� CITY OF WILSON PARK & WILSON PARK 2 qe,. ! roy DER NW SCALE xomoxrw wn ,au iwi Q� >} 13932 SOUTHEAST 159TH PLACE - D.L. OFFS, P.E. ROBERT WILSON RENTON, WASHINGTON 98058 RENTON ' �D.L OFFE, P.E. DATUM 720 SOUTH 55th STREET PHONE: 425-260-3412 Pow G /STEX10* ..��,c I Planning /Building /Public Works Dept. ROAD /STORM DETAILS & NOTES CONTACT: DARRELL OFFE, P.E. Fss /ONA *'ECG No. REVISION BY DATE APPR m " "°`°'m"°" 6/12/2014 10/10/2013 �y I CEMENT I��11■� 1 -1/2' CONCRETE �zN ICLASS J 'B' =" 3' V a' x fit 5 /8th' =`" 1_1/2• MINUS ^� CRUSHED ROCK 10' R- 313501 8" FOR ALL ARTERIALS 2' MIN ILEARANCE FROM FACE OF CURB. 10' MIN CLEARANCE IF NO CURB GROUND MOUNTED STREET NAME SIGNS �'y 1USi10�:6� OFFE ENGINEERS �� °� CITY OF WILSON PARK & WILSON PARK 2 qe,. ! roy DER NW SCALE xomoxrw wn ,au iwi Q� >} 13932 SOUTHEAST 159TH PLACE - D.L. OFFS, P.E. ROBERT WILSON RENTON, WASHINGTON 98058 RENTON ' �D.L OFFE, P.E. DATUM 720 SOUTH 55th STREET PHONE: 425-260-3412 Pow G /STEX10* ..��,c I Planning /Building /Public Works Dept. ROAD /STORM DETAILS & NOTES CONTACT: DARRELL OFFE, P.E. Fss /ONA *'ECG No. REVISION BY DATE APPR m " "°`°'m"°" 6/12/2014 10/10/2013 �y 0 °z I��11■� �zN J �p 1 a' x fit N CD (O L() O O _M N Y CC a Z 0 J 06 Q (L Z O U) J ACCESS MANHOLE DLID LOCKING LID 17.50 2C I I I 7 +04.0` 3 .0' T. \ \ — - - -- - -- 207.Och / \ \. INSIFIF CnRNFR Al' c 1 1 INSID CORNER — ELEV--�207.0 1 !0 7+00 — -- _ I SOUTIA,, 55th STREET IN LT. `INSIDE CORNER — SC6TA. X0 1 ELEV 2 07.0 M �Q GRAPHIC SCALE 10 20 LT- ......... .......................... 230.. 200 200 200: CROSS SECTION © SOUTH WALL CROSS SECTION @ ACCESS MANHOLE VIEWING NORTH STA. 7 +06.0 VIEWING WEST VAULT TO BE CONSTRUCTED UNDER SEPARATE BUILDING PERMIT OFFS ENGINEERS 13932 SOUTHEAST 159TH PLACE — z RENTON, WASHINGTON 98058 PHONE: 425- 260 -3412 A�o�FPFC s o�Gq CONTACT: DARRELL OFFE, P.E. Sine: F RECOMMENDED, DETENTION VOLUME REQUIRED: 671 CU. FEET By 'v Date, (D//7//&/ DETENTION VOLUME PROVIDED: 1.,440..CU... FEET .......... ............................... 24 "4 ACCESS MANHOLE By, WATER QUALITY REQUIRED: 4,419 CU. FEET: By, W SOLID LOCKING LID WATER QUALITY PROVIDED: 4,896 CU. FEET. RIM = 217.50 24 "0 ACCESS MANHOLE . ............... ................ ........ .......... ......... ....} ............................... W SOLID LO KING C LID RIM 222 50 - j o 24 "2 ACCESS MANHOLE W SOLID: LOCKING LID =.1.... 220 220 RIM 21Z.5.0 ......... . _... __.... _._... ...... .. , 0 . w w N _~ GATE: _ .. ;_ _ F Try 1 _ `INSIDE CORNER — SC6TA. X0 1 ELEV 2 07.0 M �Q GRAPHIC SCALE 10 20 LT- ......... .......................... 230.. 200 200 200: CROSS SECTION © SOUTH WALL CROSS SECTION @ ACCESS MANHOLE VIEWING NORTH STA. 7 +06.0 VIEWING WEST VAULT TO BE CONSTRUCTED UNDER SEPARATE BUILDING PERMIT OFFS ENGINEERS 13932 SOUTHEAST 159TH PLACE — z RENTON, WASHINGTON 98058 PHONE: 425- 260 -3412 A�o�FPFC s o�Gq CONTACT: DARRELL OFFE, P.E. Sine: F STREET FRONTAGE TRENCH INFILTRATION SYSTEM IM LIN. US 1,000 SQ. FT. OF WA4K Q IMPERVIOUS AREA; PER DETAIL LEFT I ■ N 15 MIN. PtCNA 5' ' X Tc DOWNSPOUTS 5'0 Q \ I 90 CU. FT. DRY WELL PER DETAIL RIGHT; PER 1,000 SQ. Fr. OF IMPERVIOUS AREA NOTE: LOT BMP'S SHALL BE: 3,000 SQ. FEET; AND RESTRICTIVE (2)IR T O FOOT TO TRENCH AND/OR DRY WELLS TYPICAL LOT BMP PLAN CRAWL SPACE ELEVATION TO BE ABOVE OVERFLOW ELEVATION OF TRENCH AND /OR DRY WELL N.T.S. R=373508 !Blhi 1. When the driveway width exceeds 15 feet, construct a full depth expansion joint (see Standard Plan F -3) with 3/8" joint filler along the driveway centerline. 2. Construct expansion joints parallel with the centerline as required at 15' maximum spacing when driveway widths exceed 30'. See Std. Plan F -3 for sidewalk details. 3. Curb and gutter shown, see the Contract. Plans for the curb design specified. See Std. Plan F -1 for curb details. 4. Avoid placing drainage structures, junction boxes or other obstructions in front of driveway entrances. 5. When driveway approaches are constructed in a commercial zone, the concrete driveway entrance shall be thickened from 6 inches to 10 inches. This includes concrete approach Types 1 -4, sidewalks constructed behind the driveway apron, and the curb and gutter associated with each driveway approach. 6. Sidewalks at driveway approaches and driveway apron to be 6" min. depth of conrete. 5 � \ ' � V GPP DRIVEWAY VPN�S�\e (BY OTHERS) AROp 16 �P CEM. CONC. CURB & GUTTER (SEE NOTE 3) CEMENT CONCRETE ` 6 �9 DRIVEWAY ENTRANCE SIDEWALK WHERE SHOWN 5 S " SIDE SLOPE (TYP.) DEPRESSED j"? 5 CURB & GUTTER �P�pSEL�F (SEE NOTE 3) �g SIDEWALK & DRIVEWAY APRON v (SEE NOTE 6) CEMENT CONCRETE DRIVEWAY ENTRANCE N.T.S. ""°°'°7 SCALE WILSON PARK &WILSON PARK 2 xo�artw wa ,av iw, pp �r D.L OFFE, P.E. RENTON ROBERT WILSON D.L. OFFS, P.E. are acx DATUM 720 SOUTH 55th STREET 1 PER CITY COMMENTS 6/12/1 awn®: Planning /Building /Public Works Dept. VAULT PLAN & DETAILS c xor are as NO. REVISION BY DATE APPR " CTD: MCA 10/24/201 reraeox 88 14 L I �y RECOMMENDED, FOR APPROVAL By 'v Date, (D//7//&/ By ' Date, /o•17.0p By, Date, >' By, Date, STREET FRONTAGE TRENCH INFILTRATION SYSTEM IM LIN. US 1,000 SQ. FT. OF WA4K Q IMPERVIOUS AREA; PER DETAIL LEFT I ■ N 15 MIN. PtCNA 5' ' X Tc DOWNSPOUTS 5'0 Q \ I 90 CU. FT. DRY WELL PER DETAIL RIGHT; PER 1,000 SQ. Fr. OF IMPERVIOUS AREA NOTE: LOT BMP'S SHALL BE: 3,000 SQ. FEET; AND RESTRICTIVE (2)IR T O FOOT TO TRENCH AND/OR DRY WELLS TYPICAL LOT BMP PLAN CRAWL SPACE ELEVATION TO BE ABOVE OVERFLOW ELEVATION OF TRENCH AND /OR DRY WELL N.T.S. R=373508 !Blhi 1. When the driveway width exceeds 15 feet, construct a full depth expansion joint (see Standard Plan F -3) with 3/8" joint filler along the driveway centerline. 2. Construct expansion joints parallel with the centerline as required at 15' maximum spacing when driveway widths exceed 30'. See Std. Plan F -3 for sidewalk details. 3. Curb and gutter shown, see the Contract. Plans for the curb design specified. See Std. Plan F -1 for curb details. 4. Avoid placing drainage structures, junction boxes or other obstructions in front of driveway entrances. 5. When driveway approaches are constructed in a commercial zone, the concrete driveway entrance shall be thickened from 6 inches to 10 inches. This includes concrete approach Types 1 -4, sidewalks constructed behind the driveway apron, and the curb and gutter associated with each driveway approach. 6. Sidewalks at driveway approaches and driveway apron to be 6" min. depth of conrete. 5 � \ ' � V GPP DRIVEWAY VPN�S�\e (BY OTHERS) AROp 16 �P CEM. CONC. CURB & GUTTER (SEE NOTE 3) CEMENT CONCRETE ` 6 �9 DRIVEWAY ENTRANCE SIDEWALK WHERE SHOWN 5 S " SIDE SLOPE (TYP.) DEPRESSED j"? 5 CURB & GUTTER �P�pSEL�F (SEE NOTE 3) �g SIDEWALK & DRIVEWAY APRON v (SEE NOTE 6) CEMENT CONCRETE DRIVEWAY ENTRANCE N.T.S. ""°°'°7 SCALE WILSON PARK &WILSON PARK 2 xo�artw wa ,av iw, pp �r D.L OFFE, P.E. RENTON ROBERT WILSON D.L. OFFS, P.E. are acx DATUM 720 SOUTH 55th STREET 1 PER CITY COMMENTS 6/12/1 awn®: Planning /Building /Public Works Dept. VAULT PLAN & DETAILS c xor are as NO. REVISION BY DATE APPR " CTD: MCA 10/24/201 reraeox 88 14 L I �y 0 °z 'v a ; W � z � ' N� o y �F 0 W >' Wa N N i N rn n I� I \ I TREES GF F I I O I' li I. TP THUJA PLIGATA TH l N MULTI -TRUNK 0 MIND PER5IAN IRONWOOD TREE I 00 IQ ,-I- I ". `0 AS SHOWN a l FULL 4 BUSHY O 6' HT. O 4 Z I, N i N rn n I� I \ I TREES GF CERCIS GANADEN515 T PP PARROTIA PERSICA TP THUJA PLIGATA TH TSUGA HETEROPHYLLA 5HRU55 M MAHONIA AGUIFOLI R RIBES 5AN6UINEUM GROUNDCOVER ARCTOSTAPHYLO5 UVA -UR51 GAULTHERIA SHALLON POLYSTICHUM MUNITUM COMMON NAME SIZE (MINJ SPACING GITY. NOTES FOREST PANSY REDBUD 15" GAL. AS SHOWN 6 MULTI -TRUNK 0 MIND PER5IAN IRONWOOD TREE 15" GAL. AS SHOWN IQ 51NGLE TRUNK, WELL BRAW4ED WESTERN RED CEDAR 6' HT. AS SHOWN 11 FULL 4 BUSHY WESTERN HEMLOCK 6' HT. AS SHOWN 4 FULL 4 BUSHY COMMON NAME SIZE (MIN) SPAGING QTY. NOTES TALL ORE60N GRAPE RED - FLOWERING CURRANT 2 SAL. 2 GAL. 3' O.G. 4' O.G. 30 31 FULL 4 BUSHY MULTI -STEM 0 MIN) KINNIKINNIGK I GAL. 2' O.G. 952 FULL 4 BUSHY SALA 1 GAL. 15' O.G. "tO'7 FULL 4 BUSHY SWORD FERN I GAL. 310.6. 220 FULL 4 BUSHY ^•EJCISTING GRADE i 2X2XI8° STAKES BOLTED TO 2X6 HEADER AT 24" O.G. SPACING FILL SLOPE - 2.1 MAX. OR AS TIMBER WALL - MAX. 24" HT. 4X6 ON END ANCHORED WITH 4'- 3/4" REBAR AT 2' O.G. SPAGING ANCHOR A MIN. OF 1/4 WALL HT. EXCAVATE TRENCH 6° DEPTH WITH VERTICAL 51DE5 6" CEDAR CHIPS NATIVE 501L O r E m a a V] 4 .O rn rn U �ti mo d a�JGs ro i 12% 2: I.O MAX. GUT AND FILL SLOPES SHALL BE 2:1 WITHOUT TIMBER WALLS. Z z I / 2. TRAIL BORDERED WITH 2X6 B0ARD5 ANCHORED WITH 2X2XI8° STAKES PER DETAIL. O > 3. WHERE CUT AND FILL SLOPES EXCEED 2:1, CONSTRUCT TIMBER WALLS PER DETAIL AT A MAX. OF 240 HT. a I I ABOVE GROUND. z m o j 1 4. WALLS SHALL BE ANCHORED 1/4 THEIR HEIGHT. ¢ / o O 5. ALL WOOD PRESSURE TREATED DOU6LA5 FIR, ALL FASTENERS GALVANIZED STEEL. N / 6. MULCH ALL BARE GROUND WITH 2" SPECIFIED MULCH - SEE SPECIFICATIONS ON DRAWING LI3. J Z 2 0 N �A C>F LAGKBERR� AL z I O I \ :' I ND AN IN6 WITH 5 W d -a j tJ� \ .. �..__- - -- EX STI I DU TI TO I SG DA< p x T CE R CHIP TR�41L O •• ALE:NTS , n \ 12 :1 :;: : v x \ �w uzz \ , I �V TI ,1 + PLANTIN6 PLAN N GRAPHIC SCALE (IN FEET) O 10 20 30 40 60 SGALE:1,20 R- 313509 NOTES I. ALL BASE INFORMATION SUPPLIED BY OFFE ENSINEERS, 134132 SE 159TH M-NC- FMWOH, NA 418050, (425) 2603412. FOR CONSTRUCTION I-if ulq H y m Q q O �W v a Date UL -L4 -1L Scale I ° =20' Project# 3T9b Sheet # LI.1 4 9 E s a 0 �7 ae i of o� 2' SPECIFIED TREE PLANT TREE 1' -2' HIGHER THAN IN NURSERY WATERING BASIN SPECIFIED PIANDNG UNDISTURBED GROUND — 1Y MIN. FOR WOOD STAKES k 18" FOR REBAR STMLE TREE AN[25CAP� Wt5 RBNFORCED RUBBER HOSE 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER OR VINYL W/16 GA WIRE TIES SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. OR APPROVED EQUAL 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR DUN L IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1 -800- 424 -5555 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. PRUNE DISEASED AND 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS BROKEN BRANCHES 15 UTILIZING ON— CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS cal Full and Matchinq SPECIFIED BELOW IN THESE NOTES. HOSE A: WIRE TIES, 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON SEE DETAIL ABOVE 211 THE DRAWINGS. REM 1/3 OF BUR AP TWINE & TOP 6. SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL cal Full and Matchinq CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. 2' SETTLED DEPTH WITH SPECIFIED MULCH 7, 4" DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. CULTIVATE INTO TOP 6" OF SOIL FERTILIZER TABLETS 8. ALL BEDS TO RECEIVE A MINIMUM OF 2' FINE FIR BARK. (4-21 GRAM- 20 -10 -5) 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4 -2 -2 PER MANUFACTURER'S SPECIFICATIONS. Rpp� o�FLE p F ADJACENT TOGTSIOEWOARR TREES 10. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. SCARIFY PLANTING PR SIDES AND BOTTOM A GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES. TYPICAL OF THEIR SPECIES 6' DEEP, FIRM, NATIVE OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL SOIL MOUND PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. DRAINAGE PRIOR TO PLANTING. NOTE DO NOT PIERCE TREE ROOTRALL WITH TREE STAKES DECIDUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. TREES LOCATED ON THE PROPOSED LOTS WILL BE IRRIGATED BY FUTURE HOMEOWNERS. LANDSCAPE STRIP PLANT MATERIAL IS CONSIDERED 100% DROUGHT TOLERANT AND SHALL BE PROVIDED TEMPORARY IRRIGATION FOR THE FIRST TWO (2) YEARS. 12. HOME BUILDER SHALL BE RESPONSIBLE FOR INSTALUNG PROPOSED LOT TREES UPON COMPLETION OF THE PROPOSED HOMES. STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED BY DEVELOPER. PLANT 5CHML� POfANICAL NAME COMMON NAME ll� 5 Petula jacauemonti� Jacquemonti! Birch Acer freeman! 'A Lmn Blaze'*- Maple Pgm5 calleryana 'Capital'* Flowerinq pear Acer clrcinatum*- Vine Maple 5tyrax japonica*- Japanese 5I1G4 l Cercldiphyllum japonicum'- Kat5ura 12 TC frk LOTS X 2 TPFF5/ I.Of MINIMUM - 24 aI 5 F.FQUIP, 1P 0 Lawn Ty 51ZF STATE OF WASHINGTOISL CASIE LAND D CT (n Z M. V CERTIFICATE No. 774 W fo It N%A1W As IMf'U MENf5 fO PF IN5fAlFP A5 TING I' MIf .i 4 211 cal Full and Matching 15 211 cal Full and Matchinq 5 2" cal Full and Matchinq 4 211 cal Full and Matchinq 5 211 cal Full and Matchinq 6 211 cal Full and Matching 31 Tr'. 5 wovlp7 12 Note, Adjust trees based on installed driveway locah&5, typical, *-Con5ldered drought tolerant in Pacific Northwest once established R- 313510 0 20 40 80 NOpTN 1 20' -0" 9f f 51Z� 22''64'' C D q - -Z5-� 3S/ 0 z O » O O z O z RIN M3 Q 11� Q L-01 SHEET 1 OF Z z �y r O a �z 1 N 'p o (� 'a � w N I A LO N Y O U) J ►� LEGAL DESCRIPTION: WILSON PARK #2 THE EAST 317 FEET OF THE WEST 1,003 FEET OF THE SOUTH 318 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT COUNTY ROAD; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. KING COUNTY PARCEL #: 312305 -9119 CALC'D E. CTR. SEC. CALC'D E 114 COR. I S89'00'38'E 2639.51' ROS i) S89'00'48'E 2639.50' f CALC'D) 1319.75' 1319.75' 31 32 31 - _ I � I I I I CONTROL MAP 0 REFERENCE SURVEY °.I o (ROS 1) BOOK 173, C PAGES 11 -14 of Imo. I � N1313_97' 888'43'48 "E 1313.97' rl W — 3 Ln LO `F N �I Mlt 0 ZIP co GO i SITE N M a. Lr)rn I � I31 1308.21' z 1308.21' 31 32 6 N882638 "W 2616.43' MEAS.) N8826'28 "W 2616.40' ((ROS 1) 6 5 L FOUND CONCRETE MONUMENT FOUND CONCRETE MONUMENT) W/ 3" BRASS DISK IN CASE W/ NAIL DOWN 1.5' S. 114 COR. S.E. SEC. COR. OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425- 260 -3412 CONTACT: DARRELL OFFE, P.E. GY[r; *,1 PORTION OF THE SE 1/4, SE 1/4 OF SECTION 31, TOWNSHIP 23 N, RANGE 5 EAST, W.M. WILSON PARK #2 RENTON, WASHINGTON LAND USE PERMIT # LUA 12 -013 VICINITY MAP TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY OWNER, OFFE ENGINEERS, PLLC ASSUMES NO LIABILITY FOR ACCURACY OR COMPLETENESS. SURVEYOR NOTES: VERTICAL DATUM: NOTES: NORTH AMERICAN VERTICAL DATUM OF 1988. 1. MONUMENTS LAST VISITED 1- 14 -04. BENCHMARK• CITY OF RENTON CONTROL ID N0, 1872 2. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT FOUND CONCRETE MONUMENT W/ NAIL IN CASE OF A CURRENT TITLE REPORT AND THEREFORE DOES AT S. 192ND ST. AND 99TH PL. S. NOT PURPORT TO SHOW ALL EASEMENTS, COVENANTS, ELEVATION = 319.47 U.S. FEET CONDITIONS OR RESTRICTIONS, IF ANY. SITE BENCHMARK: J. THE BOUNDARIES SHOWN ON THIS SURVEY REPRESENT SET 60D NAIL IN UTILITY POLE DEED LINES ONLY, ACTUAL OWNERSHIP MAY OTHERWISE ELEVATION = 216.71 U.S. FEET. BE DETERMINED. CONTOUR INTERVAL: 2.00 U.S. FEET. REFERENCE SURVEYS: SURVEYOR'S NOTE. ROS 1: (REC. NO. 199503301293) VOLUME 173, PAGES 11 -14. THE LEGAL DESCRIPTION FOR TAX LOT .4312305 -9125 DESCRIBES THE EAST ROS 2: (REC. NO. 8811179001) BOOK 63, PAGE 243. 526 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER. THE ORIGINAL LEGAL DESCRIPTION FOR THE PLAT OF GENEVA COURT DESCRIBES THE WEST 794 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER, RESULTING IN A ±10 FOOT OVERLAP ON THE WESTERLY BOUNDARY. SCALE D.L. OFFS, P.E. o D.L OFFE, P.E. ars xai . rar ac ucx 14 N0. REVISION BY DATE APPR CONTACT INFORMATION OWNER: ROBERT WILSON 21703 60th STREET EAST LAKE TAPPS, WASHINGTON 98391 PHONE NUMBER: 253- 208 -3263 EMAIL: doravin ®comcast.net ENGINEER: OFFE ENGINEERS, PLLC ATTN: DARRELL OFFE, PE 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 -7832 OFFICE NUMBER: 425- 260 -3412 FAX NUMBER: 425- 227 -9460 EMAIL: darrell.offe ®comcast.net SURVEYOR: CENTRE POINTE CONSULTANTS, INC., P.S. ATTN: NORMAN LARSON, P.L.S. 1819 CENTRAL AVENUE SOUTH UNIT #38 KENT, WASHINGTON 98032 OFFICE NUMBER: 253- 813 -1901 FAX NUMBER: 253 - 813 -1908 EMAIL: Norm ®cpsurvey.com TABLE OF CONTENTS SHEET NUMBER TITLE 1 COVER SHEET 2 ROADWAY IMPROVEMENTS ° °°°' &M CITY OF ZM RENTON DATUM Planning /Building /Public Works Dept. R=373511 RECOMMENDED FOR APPROVAL By Date: (p m T ey: ::;j4 Date: (� ./ By: Date: By: Date: WILSON PARK #2 ROBERT WILSON 720 SOUTH 55th STREET OFF SITE IMPROVEMENTS 0 10/30/2013 ._.. 1 '"1 22 77 �y w ° PROJECT z °a LOCATION D o D! 0 z w O v m N c S. 55th ST. s v 0 n m 0 4 c c x N.T.S. TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY OWNER, OFFE ENGINEERS, PLLC ASSUMES NO LIABILITY FOR ACCURACY OR COMPLETENESS. SURVEYOR NOTES: VERTICAL DATUM: NOTES: NORTH AMERICAN VERTICAL DATUM OF 1988. 1. MONUMENTS LAST VISITED 1- 14 -04. BENCHMARK• CITY OF RENTON CONTROL ID N0, 1872 2. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT FOUND CONCRETE MONUMENT W/ NAIL IN CASE OF A CURRENT TITLE REPORT AND THEREFORE DOES AT S. 192ND ST. AND 99TH PL. S. NOT PURPORT TO SHOW ALL EASEMENTS, COVENANTS, ELEVATION = 319.47 U.S. FEET CONDITIONS OR RESTRICTIONS, IF ANY. SITE BENCHMARK: J. THE BOUNDARIES SHOWN ON THIS SURVEY REPRESENT SET 60D NAIL IN UTILITY POLE DEED LINES ONLY, ACTUAL OWNERSHIP MAY OTHERWISE ELEVATION = 216.71 U.S. FEET. BE DETERMINED. CONTOUR INTERVAL: 2.00 U.S. FEET. REFERENCE SURVEYS: SURVEYOR'S NOTE. ROS 1: (REC. NO. 199503301293) VOLUME 173, PAGES 11 -14. THE LEGAL DESCRIPTION FOR TAX LOT .4312305 -9125 DESCRIBES THE EAST ROS 2: (REC. NO. 8811179001) BOOK 63, PAGE 243. 526 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER. THE ORIGINAL LEGAL DESCRIPTION FOR THE PLAT OF GENEVA COURT DESCRIBES THE WEST 794 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER, RESULTING IN A ±10 FOOT OVERLAP ON THE WESTERLY BOUNDARY. SCALE D.L. OFFS, P.E. o D.L OFFE, P.E. ars xai . rar ac ucx 14 N0. REVISION BY DATE APPR CONTACT INFORMATION OWNER: ROBERT WILSON 21703 60th STREET EAST LAKE TAPPS, WASHINGTON 98391 PHONE NUMBER: 253- 208 -3263 EMAIL: doravin ®comcast.net ENGINEER: OFFE ENGINEERS, PLLC ATTN: DARRELL OFFE, PE 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 -7832 OFFICE NUMBER: 425- 260 -3412 FAX NUMBER: 425- 227 -9460 EMAIL: darrell.offe ®comcast.net SURVEYOR: CENTRE POINTE CONSULTANTS, INC., P.S. ATTN: NORMAN LARSON, P.L.S. 1819 CENTRAL AVENUE SOUTH UNIT #38 KENT, WASHINGTON 98032 OFFICE NUMBER: 253- 813 -1901 FAX NUMBER: 253 - 813 -1908 EMAIL: Norm ®cpsurvey.com TABLE OF CONTENTS SHEET NUMBER TITLE 1 COVER SHEET 2 ROADWAY IMPROVEMENTS ° °°°' &M CITY OF ZM RENTON DATUM Planning /Building /Public Works Dept. R=373511 RECOMMENDED FOR APPROVAL By Date: (p m T ey: ::;j4 Date: (� ./ By: Date: By: Date: WILSON PARK #2 ROBERT WILSON 720 SOUTH 55th STREET OFF SITE IMPROVEMENTS 0 10/30/2013 ._.. 1 '"1 22 77 �y o� z a 0 a � w N I A