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0o Lo d- c:) O qlct T A PORTION OF THE SW 1/4, SE 1/4, SECTION 5, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON PARCEL: 334390-3365 THE EAST 105 FEET OF THE NORTH 1/2 OF TRACT 288 OF C.D. HILLMANS LAKE WASHINGTON GARDEN OF EDEN DIVISION NO. 41 AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 82, RECORDS OF KING EXCEPT THE SOUTH 5 FEET; AND EXCEPT THE NORTH 142 FEET; TOGETHER WITH AN UNDIVIDED HALF INTEREST IN THE EAST 10 FEET OF TRACT 288; EXCEPT THE NORTH 270.03 FEET; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON PARCEL: 334390-2564 AND 334390-2563 PARCEL A:THE SOUTH 141 FEET OF THE NORTH HALF OF TRACT 268, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN, DIVISION NO. 49 AS RECORDED IN VOLUME 11 OF PLATS, PAGE 82, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 5 FEET THEREOF AND EXCEPT THE WEST 137 FEET THEREOF; PARCEL B:THE SOUTH 141 FEET OF THE WEST 137 FEET OF THE NORTH HALF OF TRACT 268, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN, DIVISION NO. 4, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 82, RECORDS OF KING COUNTY, WASH INGTON;EXCEPT THE SOUTH 5 FEET THEREOF; PARCEL C:BEGINNING AT THE NORTHWEST CORNER OF PARCEL "B" HEREIN;THENCE NORTH ALONG THE WEST LINE OF TRACT 268, C. D. HILLMANS LAKE WASHINGTON GARDEN OF EDEN, DIVISION NO. 4, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 82, RECORDS OF KING COUNTY, WASHINGTON, A DISTANCE OF 14 FEET;THENCE EAST, ON A LINE PARALLEL TO AND 14 FEET DISTANT FROM THE NORTH LINE OF PARCEL "B" A DISTANCE OF 20 FEET;THENCE SOUTHEASTERLY TO A POINT ON SAID NORTH LINE, A DISTANCE OF 30 FEET FROM THE NORTHWEST CORNER OF SAID PARCEL "A";THENCE WEST ALONG SAID NORTH LINE, 30 FEET TO THE POINT OF BEGINNING; PARCEL D: AN EASEMENT FOR RIGHT OF WAY AS CREATED UNDER RECORDING NUMBERS 1759207 AND 2177402; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON N89'54'20"W (BASIS OF BEARING) NE 14th STREET NE 12th STREET 3ASIS OF BEARING HE PLAT OF C.D. HILLMANS LAKE WASHINGTON GARDEN OF EDEN IVISION NO. 4, AS PER PLAT RECORDED IN VOLUME 11 OP_ PLATS, PAGE 82, RECORDS OF KING COUNTY, WASHINGTON. ACCEPTED A BEARING OF S 89054'20" E FOR NE 14TH STREr_T BASED ON FOUND MONUMENTS IN CASE. CALL 811 BEFORE YOU DIG! OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. SHELDEN SHORT PLAT RENTON, WASHINGTON LAND USE PERMIT# LUAl 3-0001 728 SHPL-A UTILITY PERMIT #U14004548 VICINITY MAP T � o 0cp o z 0 = w Z D z j Q V) w Z o w z w Q NE 16th ST. Y Z w EXIS- ANG = 10,595 SQUARE FEET Q ' � z QWEST o , Z w PROJECT a Z Y NE 14th ST. W LOCATION DETAILS & NOTES - w w DETAILS & NOTES ROAD /STORM DETAILS & NOTES SEWER PLAN & PROFILE cc7keir,a nom, nii c a �-- NE 12th ST. NE pq R� ORS N VE TOPOGF APHIC AND BOUNDARY SURVEY PROVIDED BY SITE SURVEY & MAPPING, INC.; ' OFFE ENGINEERS, PLLC ASSUMES NO LIABILITY E FOR ACCURACY OR COMPLETENESS. Z CIN OF RENTON w IMPERVIOUS AREAS: w EXIS- ANG = 10,595 SQUARE FEET Q ' DEVELOPED = 20,722 SQUARE FEET z w QWEST o , SI- - AR'_A = 48,054 SQUARE FEET w )ISTURBANCE AREA = 41,500 SQ. FEET; 0.95 ACRES a PLAN & PROFILE ► AL JIFER ZONE: 2 DETAILS & NOTES ROAD /STORM VERTICAL DATUM & CONTOUR INTERVAL ELEVATIONS SHOWN ON THIS DRAWING WERE Ilk DERIVED FROM INFORMATION PROVIDED BY THE CITY OF RENTON. DATUM , POINT ID NO. 250 / MONUMENT IN CASE AT THE INTERSECTION OF ABERDEEN AVENUE NE AND NE 16TH S I REET ELEVATION: 307.105 FEET (93.606 METERS) NAVD 88. 2.0' CONTOUR INTERVAL — THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL OR PLUS / MINUS 1.0' FOR THIS PROJECT. L. e • 27460 O .• ��•• c/STER�:•'r� FsS/ONAL•�'�� 04/21/2015 NO. REVISION SITE SURVEYED. SCALE. scAlE. SCALE DESIGNED: D.L. OFFE, P.E. DRAWN: D L OFFE P E UTI LITI ES: THE SHELDEN SHORT PLAT, FILE NO. LUA13-001728; SHPL—A, IS APPROVED WITH CONDITIONS AND SUBJECT TO THE FOLLOWING CONDITIONS: 1. LOT 1 WOULD NEED TO, AT MINIMUM, MEET THE DOORS AND WINDOWS OPENINGS REQUIREMENTS OF 25 PERCENT FOR TWO FACADES, THE FACADE FACING KENNEWICK AND THE FACADE FACING NE 13th AS REQUIRED BY RESIDENTIAL DESIGN STANDARDS. 2. LINCOLN PLACE NE SHALL NOT BE USED AS A VEHICLE ACCESS POINT TO NE 13th STREET AND A PHYSICAL BARRIER SHALL BE PROVIDED AS PART OF THE SITE DEVELOPMENT TO PHYSICALLY BLOCK VEHICLE TRAFFIC FROM BEING ABLE TO USE LINCOLN PLACE NE, AND AT MINIMUM BE A BARRIER SIMILAR TO A CURB. 3. EACH FUTURE HOME BUILT SHALL BE SPRINKLERED AS PART OF THE APPROVAL FOR THE HALF CUL—DE—SAC IMPROVEMENT AS MENTIONED IN THE FINDINGS "AVAILABILITY AND IMPACT ON PUBLIC SERVICES—FIRE" SUBSECTION OF THE REPORT. 4. THE RECOMMENDATIONS AS OUTLINED IN THE SUBMITTED DRAINAGE REPORT, INFILTRATION AND GEOTECHNICAL REPORTS BE FOLLOWED AS PART OF SITE AND RESIDENTIAL HOME CONSTRUCTION. 5. A STREET MODIFICATION SHALL BE MADE AND APPROVED, BY THE DEVELOPEMENT SERVICES MANAGER, OR OTHER ASSIGNED PERSON, PRIOR TO CONSTRUCTION PERMIT APPROVAL WHICH REQUESTS THE NE 13th STREET CUA —DE—SAC BE ALLOWED TO BE INSTALLED RATHER THAN THE HAMMERHEAD TURN AROUND AS REQUIRED IN THE HALF—STREET IMPROVEMENT SECTION OF RMC 4-6-060. SEE ADVISORY NOTES—TRANSPORTATION, AT END OF REPOPT, NUMBER THREE. 6. THREE TREES SHOWN ON THE TREE RETENTION PLAN AS BEING REMOVED SHALL BE RETAINED, WHERE THREE TREES ACCORDING TO THE TREE RETENTION WORKSHEET SHOULD BE RETAIN. SPECIFICALLY, THE TREES TO BE RETAINED ARE THE PLUM TREE AND PINE TREE IN THE REAR YARD OF LOT 1 AND THE LARGE EVERGREEN TREE IN THE REAR YARD OF LOT 3. 7. A REVISED FINAL LANDSCAPE PLAN SHALL BE PROVIDED PRIOR TO SHORT PLAT RECORDING TO BE APPROVED BY THE CURRENT PLANING PROJECT MANAGER SHOWING THE REQUIRED STREET TREES AND FRONT YARD TREES AND TEN FEET LANDSCAPE AREA IN EACH OF THE NEW RESIDENTIAL LOTS FRONT YARDS AND THE SIDE YARD ALONG KENNEWICK AVENUE NE FOR LOT 1. MAPLES AND CHERRIES ARE DISCOURAGED FROM BEING PLANTED. 8. REQUIRED STREET TREE PLANTINGS AND TEN FEET OF LANDSCAPING ALONG STREET FRONTAGES SHALL BE INSTALLED PRIOR TO SHORT PLAT RECORDING BY THE APPLICANT. 9. SAFE ROUTES TO SCHOOL FINDINGS SHALL BE PROVIDED PRIOR `0 CONSTRUCTION PERMIT APPROVAL. THE APPLICANT MUST PROVIDE SUFFICIENT INFORMATION TO SHOW THE STUDENTS ARE BUSSED TO EACH OF THE SCHOOL FACILITIES, ELEMENTARY, MIDDLE, AND HIGH SCHOOL OR SHOW HOW STUDENTS WOULD HAVE A SAFE WALKING ROUTE IF BUSSING IS NOT PROVIDED. 10. CONFIRM LOCATIONS OF UTILIITIES THAT CROSS OR BE LOCATED ON THE SUBJECT SITE THAT CONNECT TO ADJACENT OR ABUTTING PROPERTIES, AND BE AWARE THAT THE PROPERTY OWNER OF 1326 KENNEWICK AVENUE NE, A. '' POSSIBILY OTHER PROPERTIES, MAY HAVE POWER AND PHONE LINES ON TH SITE TO B DEVELOPED. V � � r � � � GAG It ��, o 1 I 11 s x �. �� !1 �Q I°� d� rP -v ,e !,vk l & ,z .S S 1e - w% • CON T AACT INFORMATION WATER: CIN OF RENTON SEWER: CIN OF RENTON POWER: PUGET SOUND ENERGY (PSE) GAS: PUGET SOUND ENERGY (PSE) PHONE: QWEST CABLE: COMCAST SERVICES: FIRE: CITY OF RENTON FIRE DEPARTMENT SCHOOL: RENTON SCHOOL DISTRICT R=375801 . . ' 0,1E INCH CHECKED: AT FULL SCALE IF NOT ONE INCH ?Y DATE AP P R D: SCALE ACCOMN `Y VERnCAL- NAVD 19W HORMNTAL: NAD 1963/1991 DATUM DEVELOPER: SCOTT DONOGH HOMES, INC. ATTN: TIMOTHY COLLINS 2806 NE SUNSET BLVD. SUITE #F RENTON, WASHINGTON 98056 OFFICE PHONE: 206-430-2738 EMAIL: timothy©monsefdesign.r.om 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: darrelLoffe©comcast.net SURVEYOR: SITE SURVEY & MAPPING, INC. ATTN: TOM WOLDENDORP, PLS 10115 214TH AVENUE NE REDMOND, WASHINGTON 98053 OFFICE NUMBER: 425-298-4412 EMAIL: tnw©sitesurveymapping.com TABLE OF CONTENTS SHEET NUMBER 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 Ao CITY OF mu RENTON Planning/Building/Public Works Dept. TITLE COVER SHEET LAYOUT GRADING / EROSION CONTROL EROSION CONTROL DETAIL & NOTES ROAD / STORM PLAN & PROFILE ROAD /STORM DETAILS & NOTES ROAD /STORM DETAILS & NOTES ROAD /STORM DETAILS & NOTES SEWER PLAN & PROFILE cc7keir,a nom, nii c / ninTf7c �-- I RECOMMENDED FOR APPROVAL WATER PUtN & PROFILE WATER DE rAILS/ NOTES By: ` Cate: LANDSCAPE / TREE RETENTION PLAN By: Date: TOPOGRAPHIC SURVEY - COMPOSITE UTILITY PLAN By: Date: STREET LIGHT PLAN L-1 STREET LIGHT PLAN L-2 By:irr- Ism OUR '14 4Date: ,$ STREET LIGHT PLAN L-3 CAM SHELDEN SHORT PLAT 02/23/2015 SCOTT DONOGH HOMES, INC. PIELDWO`: COVERS H E ET DRAWING NO: 1318 KENNEWICK AVENUE NE SHEET: 1 OF: 18 CIE11V E R D m n 0 mo 0o �C cn m 7• D 10Z z m C C130 m� ul u� F' z z m En 0 D EROSION CONTROL NOTES 00 1. THESE NOTES SHALL APPEAR FOR PROJECTS — SITE IMPROVEMENTS, SURFACE q;t WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: L0 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A O PRE—CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, C) PUBLIC WORKS DESIGN ENGINEER. qt 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION r 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. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS Q CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL. J PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR CL FOR THE DURATION OF THE PROJECT. I`_ 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN cr OPERATION PRIOR TO LAND CLEARING ANG/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION O = AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION Ir COMPLETE AND POTENTIAL FOR ON—SITE EROSION HAS U) PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/ z SEDIMENTATION CONTROL SYSTEMS SHALT BE THE RESPONSIBILITY OF THE PERMITTEE. W 6. THE EROSION AND SEDIMENTATION CONI --OL SYSTEMS DEPICTED ON THIS DRAWING ARE Q INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS J CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONITIONS DICTATE, THE PERMITEE W SHALL ANTICIPATE THAT MOR_-_ EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE = NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPSED SITE. DURING THE U) COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECIEVING DRAINAGE SYSTEM. 7 APPROVAL OF THIS PLAN IS FOR ERC:: ON/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM :DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 8 ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWP" -'VBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST — MARCH 30TH) OR SEVEN DAYS DURING THE DRY SFAgON (APRIL 1ST — SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH -r,APPROVED ERC COVER METHODS (e.g. SEEDING, MULCHING, PLASTIC COVERING, ETC.). q_ WET SEASON SEASONAL EROSION AND SEDIMENT C JTROL 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 SEDIK/PNIT 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 SYS -M. JA 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. 15 ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHA_. BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTR11TION 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 INSTALL SILT FENCE PER STD. PLAN 214.00 TEMP. CONSTRUCTION 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE ENTRY, RECYCLE CONCRETE 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 TH!': �E AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. APPLICABLE NOTES: 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSTREAM AND/OR WITHIN 500 FEET OF DISTURBANCE OR CONSTRUCTION AREA. 2. DUST CONTROL MEASURES SHALL BE PROVIDED. 1. MULTCHING OF EXPOSED SOILS IS APPLICABLE. 4, FABRIC FILTER FENCING ON ALL DOWNSLOPES IS REQUIRED. 5. SEPARATE BUILDING PERMIT REQUIRED FOR WALL/RETAINING STRUCTURES IN EXCESS OF 4 (481)) FEET TALL. STURCTURAL NOTES 1 THESE PLANS APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, WALLS, OR RETAINING WALLS REQUIRE A SEPERATE REVIEW AND APPROVAL BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. 2. ROCKT__RIES ARE CONSIDERED TO BE A MEHTOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL. ROCKERIES IN THE CITY ROAD RIGHT—OF—WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF 'ROAD RIGHT—OF—WAY SHALT_ BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE (IBC). CALL 81 1 BEFORE YOU DIG! OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 COr TACT: DARRELL OFFE, P.E. TREES TO BE RETAINED AND PROTECTED BY "TREE PROTECTION FENCING PER DETAIL SHEET 4, TYPICAL. 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 ASSUMrS NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 811 Y \ \ /<Y \ � y �O ted? O WALL DESIGNED BY OTHERS I \ INSTALL SILT_ FENCE PER STD. PLAN 214.00 BUILDING PERMIT REQUIRE)n0nEr�-�-�� -Iiv� rD,0IOR TO TO CONSTRUCT WALL SITE DISTURBANCE OR GRADING Y-1 Tr)OF WALL ELEVATION AT `1 HIS LOCATION WALL DESIGNED BY OTHERS BUILDING PERMIT REQUIRED TO CONSTRUCT `"BALL �"��05/06/20151 N0. 24" NOTE: SHEF_T PILE WALL MAYBE DA RY rPNgTRUCTION •�I`` ; IS PROVIDE d\r AUul/-,A PROPERTY MIN I OWNER. GND — GROUND ELE'v'AIION " iI � 4" FOOTING DRAIN AT THIS LOCATIONAT BACK OF WALL, � 29° - ZCONi4ECT TO CB#2A �— SEE SHEET 5 FOR CONNECTION TYPICAL WALL LOCATION AL0`,lG PROPERTY LINE N.T.S. REVISION SURVEYED: SCALE: --+-- - SITE SURVEY&MAPPING SCALE ' DESIGNED: ^.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. ONE INCH CHECKED: AT FULL SCALE IF NOT ONE INCH BY DATE AP P R APPS: SCALE ACCORONGLY R-315803 DIRT QUANT I"IIES CUT: 1725 CU. YARDS FILL: 25 CUI YARDS VERTICAL. MVD 1988 HORIZONTAL: NAD 1983/1991 DATUM NOTE. SITE TO BE GRADED SUCH THAT NO RUNOFF FROM SITE WILL ENTER ADJACENT PROPERTIES A6 - 'ITY OE RENTON Planninc 'Building/Public Works Dept. GRAPHIC SCALE 0 10 20 40 6me!!l I 1 inch = 20 feet RECOMMENDED FOR APPROVAL By= 2fDate, f --2Z 46 Byl Date, Byl Date, Byl _ Dates _ SHELDEN SHORT PLAT SCOTT DONOGH HOMES, INC. GRADING / EROSION CONTROL 1318 KENNtWICK AVENUE NE 05/06/2015 FIELDaooK: PAGE: DRAWING NO: _ SHEET: 3 Of: 18 L _ r J r D 70 CmC � C � � C COO = m z � . T CJI u K N Z z fly m O •w 'z ia_ I0 a_ 0 Cn I GND — GROUND ELE'v'AIION " iI � 4" FOOTING DRAIN AT THIS LOCATIONAT BACK OF WALL, � 29° - ZCONi4ECT TO CB#2A �— SEE SHEET 5 FOR CONNECTION TYPICAL WALL LOCATION AL0`,lG PROPERTY LINE N.T.S. REVISION SURVEYED: SCALE: --+-- - SITE SURVEY&MAPPING SCALE ' DESIGNED: ^.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. ONE INCH CHECKED: AT FULL SCALE IF NOT ONE INCH BY DATE AP P R APPS: SCALE ACCORONGLY R-315803 DIRT QUANT I"IIES CUT: 1725 CU. YARDS FILL: 25 CUI YARDS VERTICAL. MVD 1988 HORIZONTAL: NAD 1983/1991 DATUM NOTE. SITE TO BE GRADED SUCH THAT NO RUNOFF FROM SITE WILL ENTER ADJACENT PROPERTIES A6 - 'ITY OE RENTON Planninc 'Building/Public Works Dept. GRAPHIC SCALE 0 10 20 40 6me!!l I 1 inch = 20 feet RECOMMENDED FOR APPROVAL By= 2fDate, f --2Z 46 Byl Date, Byl Date, Byl _ Dates _ SHELDEN SHORT PLAT SCOTT DONOGH HOMES, INC. GRADING / EROSION CONTROL 1318 KENNtWICK AVENUE NE 05/06/2015 FIELDaooK: PAGE: DRAWING NO: _ SHEET: 3 Of: 18 L _ r J r D 70 CmC � C � � C COO = m z � . T CJI u K N Z z fly m O W "1- 265 LO O 0 r 260 1 255 1 255 1 250 245 240 Ne 235 ,. 265 SILT FENCING ApE ••'�000 X,S��NG / E Of woo w 0 D_ 260 cr w 12 DEEP SWALE Ir0 O z Of w �z 255 0 SECTION A -A VERTICAL SCALE: Vl -- 5' HORIZONTAL SCALE: 1 " = 30' 265 SECTIC,N' B-13 VERTICAL SCALE: 1 " = 5' HORIZONTAL SCALE: 1 " _ I-) -f .CONSTRUCTION SEQU AN CE 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED W/THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION WHERE REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.) 7. CONSTRUCT SEDIMENT PONDS AND TE"'APS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PORJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IP' ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DES. �N MANUAL AND MANUFACTURE'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASU SES OK INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE Er�OSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL B I� E UNWORKED WORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER I�AULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJEC i . ALL DISTURBED AREAS MUST BE STABILIZED AND BMP 'S REMOVED IF APPROPRIATE. CALL 811 BEFORE YOU DIG! OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. J':::,.'1, €S FI€..T:£R PA.BR u SPe.A bE. 8.; # " .D I't,2' 51Y 'A "a lYIM" co -z i�JA%"€'fk..+rAEaliXI+.tPi:s,�;`s .... __ _ . --- i:QU%VAi.'NT, ;r t2TAND>RD :STr -L Ni::€ tt r ABwIRL: US I Al 11C i I c:_.� i t 6* MAX A3t'wkAAt4.91'z9•Th`#:hi( -t - .. € 4:iKEt.I. ii�;.ivE;FiYVi1H PW 1 :$i^aai£., iii MAY €5::. 1 `C iI.lt 3::1. % � iATIVl_ S01. J E`xb° sVf;xt� F'La'� tiTE:�k. Yi:'YG:f. 000TIRS 1, CONDITION OF USE I 1 1. SILT FENCE MAY I3E wSE€D DOWNSLOPE OP ALL DST uRSED AREAS: 12. SILT FENCE S NOT INTFINDFO TO TREAT CONCENTRATFED FLOWS. NOR IS INTI=NDFD TO TREAT SLiWiTAN'iAl. AM0 ik- ,7 OfF 0'.4-:41.AND FI ('14 ANY CONCLN` RATED FLOW M'OSI HL CONVEY LU THROUGH THE: DRAINAGL SYSTEM TO A SLDIMLN I TRAP OR ?lf: I 2. DESIGN AND INSTALLATION SPECIFICATIC" 2.1. THE Co ..I IrX"i.E. JSEI3 MOST MST THE STJ4NErA#IC) L€:. f";;;D BELLOW ..ACOPY Of T>€L_ MA.IktJFAC;TJREfi'S FABRIC SPr(;:'.".1[,S i Ey AVA'Ek AW E ON SiTF. . 2.'. . a s ..... 22 STANDARD STiRENCTH FABRIC REQUIRES W<:RE BACKING TO INCREASE THE STIRENCTH OF THE FENCE, WIRE. BACKING OR �� .'C4 3 SPAC'NG MAY BE R:FQU RFD FG1ft EXTRA .STRE:hf5TH FASRa(' 1P FIFl:.t3 PERFORMANCE ftetRRANT'S A STRONOER FFNCi- 2 3. VVHL " E "HL F; -NCL IS 0NSTALLL D, THL, SLOPE SHALL NOT BE S` LEF°ELR THAN 2H•1V 7 I AtY� CA. S . T �NGEIS USED'. TL STAtDAtE4�� Ii„NDIMAY ��. L _ J C� LO A5.ON:AS "Thal` t30 TI U. 9 8 INC€-tL6 _ s9.. 1 r✓Nc:t £S WFLL BURIED ANCA SF -CURT" aNA TRENCH T�tAT S�IABII ` F_6 THF FENCE AND °-POFS NOT ALLOW WATER TO 8W,ASS OR UNl: F WINF T�4F ;u T P NCF 3, MAINTENANCE S IANUARDS 31. ANY ?AMAGF rw-HALl BF RFPAIR <,MMEDIATF.`LY 32 :F CLRCrN ; 3ATLLYLOLS ARE LfDEri UPHILL l� TML(If... IHLY MS E LL IN E LiRC'w. I. G ANU CNV Y t� T7 A SaU:hL.N .< •)M1i 3.3 iT .S .A�IPC'+IITAt�T :: €D CHECK ICT# -IF UPHILL IE'3E F Tt�ii-- FENCE FOR i OF THE E"FAIC.. CLOGGING AAiD ACTING A #7IEt T FL vY A C : t� CF O SIGNS G G ASA fiAR O CY EVTi ( THEN CAUSING C 4' ANNE€..17ATIC: N OF FLOWS £PARAti..EL. TO THE FFNCF, IF THiS OCCURS, REPLACE THF FENCE OR IRFMOVEf) THP TRAP i 34. SED iExN'T" MOS I tit" RL.MOVEL, WHEN SECT MEN r IS 6 NCHES HIGH, 36. F THE FILTER FA13RIC ;CECaTEEXTIE..E) HAS I`ETEiR!ORATED DUE TO ULTRAVIOLET B REAKLY, WN. IT SHALL BE: REPLACED f IJlii (.' `t1ri3RKr`.'9 L. 00 • A° • • • • .., • . • z• • • o -�• ,p 27460 •, o • FSS/ONAI ••�`�� 04/21/2015 NO. 3M. PLAN �- 214.00 SILT FENCE REVISION 265 265 260 260 w 0w �I 255 �I 255 Q Li w _ cl-�-. 0� 250 250 Q Vw EXISTING GRADE Y w z U � J S I SECTION C -C 245 Z wl w 4:1 SLOPE I' 240 PROPOSED GRADE ,sRIYEWAYS StiAI.LBEPAVE; It ?HI,)Gi K KUiWV>'1K*410*S1A£iA _`�;:t�'� .(NI:i1FrJf;11E;+/ rKTiiAIR;t ! av(3I1 G O; r,* ROADWAY IF US REC,'* AEhC*D THAT IH, Nom,....."^ 1- *41 Bi` G+tC7AiNtr)Si.t 1 ;A! RcM OFF JRANS OFF 0* PA -3 N VERTICAL SCALE: 1 " = 5' HORIZONTAL SCALE: 1" = 30' I low NS 'IA€ t r-R9VrYd'AY V 3 Rr PR ad 141 A'11 'ER CIN ROAD STAN`Mi' .;' r S 'J001 . Nt35 fis £'.GRE_43�EGRESS AREA 1 CONDITION OF USE I 1.' CONSTRUCTION ENTRA.NCL SHALL BE STABIL=,ZED WHEREVER TRAFFPC WILL BE LEAViNG A CONSTRUCTION SITE AND TRAVIS ONG UN PAVED ROADS OR 0Tt ER PAVED AREAS W THIN 1,000 FEET OF THE SITE. €I.£i fs il:tM. i 2 DESIGN AND INSTALLATION SPECIFICATIONS 21, HOG FUEL (WOOD BASED MULCHI MAY SE SUBST'<TUTED FOR OR COMBINED WITH QUARRY SPALLS IM ARES THAT WILL B07 BE u�>EV POR PERMANENT ROADS. HOG FUEL IS NOT RECOMMF-N'DED FOR ENTRANCE STABILIZATION IN URBAN AREAS, THE INSPLCTOR MAY AT ANY TIME RECUIRE THE, USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIER ONTO PAVEMENT. ? FENCING SHALL BE INSTALLED AS NECI-SSAR'Y TO RESTRICT TRAFFIC TO THE CONSTRU(-,NON ENTRANCE WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE THIS CAN 6UBSTANT(ALL'Y INCREASE THE E FFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE 3 MAINTENANCE STANDARDS 3,1, QUARRY SPAT LS SHALL HE ADDED IF THF PAD IS NO LONGER IN ACCORJ)ANCt WITH thl! SPECIFICATIONS 32 IF r:H E EN RAtiCE IS NOT SEDIMENT BEING TRACKS©rtv f0 PAVEMENT. THEN ALTERNATIVE vEAaL2wt TO KE " �E' I .. I� Hk" T � �. . T, ... T • M N Y INCLUDE THEE SWEEPING, AN INCREASE IN'THE DIMENSIONS � I .I 5 �L 5 RE.. OF SL;C` EIvT' SHALL BE WISED ( 5 MA CLUt)im 5 CIRI:.ASE L. C�IML.f S .Iv.� E U I.L:. �• ENTRAI�C;i`, C)R TNF Itti$ . at. LATi7hI fJF THE WHEEI WA,r9 IF WASHING IS USED. IT $Hpt i 8E DDI`±E ON AN AREA C:0VFRFI3 WITH i CRUSHED ROCK. AND WASHED WATER SHALL DRA€N 10 A SEDIMENT TRAP OR POND, 33 ANY SEDIMENT THAT IS "'LACKED ONTO PAVEMENT SHALT. 8F REMOVED IMWDIATE I Y BY SWEEPING, THE SI=I}IMFNT C0 t,FC I EI4 BY SWLEPING SHALL BE REMOVED OR S TABliZED ON SITE, I•HE PAVEMENT SHAD. NOT Iii CLEANED BY WASHING L OWN I HE S I IREE'1 EXCEPT WHEN SWEEPING IS INEHs:ECTIVc AND THERE IS A THREAT TO PUBLIC SAFETY IF IT NECESSARY TO WASH TH1- STREE I S, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOVLU THEM BE WASHED INTO THE SUMP WHERE IT CAN BE: CON I ROLL.i_D AND J ;. I I"i PP F� � T .. DSC AFIG%>� A fZC? R A ki Y 3.4. ANY QUARRY SPALLS THAI kiF .00SFNFU j-lt :M';HF : PADAND FN0 UPON THE ROADWAY S"A BF RF.M0VFi3 €V4' OiA'IFLY 3 5, IF VE=HICLES ARE ENTERING OR E XITING 7'+ t'TES AT POINTS OTHER THAM THE CONSTRUCTION ENTRANCE(S), FFNt kNG SHAI t Eat- INSTA€,L.ED TO CONTiROi rR.A;WFIC, � w6 + sir STD. PLAN -- 215.10 PL bfl(' WORKS STABILIZED • �. , -• DEPAMINEN`i' CONSTRUCTION ENTRANCE MAR(A 200I -- --� SITSCALE. SURVEY&MAPPING # DESIGNED: SCALE D.L. OFFE, P.E. _ DRAWN: D.L. OFFE, P.E. ONE POCH CHECKED: AT FULL SCALE IF NOT ONE INCH BY DATE AP P R APPROVED: + SCALE IICCORDMIGLY mum- AIIIIII vERnAL- , ' T Y OF HORIZONTAL: NAD 1 E83/, 9S 1 (, : � I ATON DATUM Planning/Buildings 1"lublic Works Dept. TYPI AL EXISTING TREE PROTECTION i FOR ICED. '8" STRUCTURAL. HT STEEL POST 2' BELOW GRADE I1 GAUGE iZED CHAINLINK I. SET POSTS 10' MAX. R-375804 S H E L D E N SHORT PLAT 03/09/2015 nELlX30 K. SCOTT DONOGH HOMES, INC. ' PAGC EROSION CON EI'. \OL DETAIL & NOTES ' wNa No - 1318 KENNEWICK AVENUE NE SHEET:4 nr i <T ! r . N 00 ,t It qql' O O d- T H a 0 z z w 0 J W 2 (n FIXED OBJECTS SITUATED IN THE LOCATION OF THE PROPOSED ACCESS MUST BE RELOCATED AFTER OBTAINING OWNER APPROVAL NO INDIVIDUAL DRIVEWAYS WILL BE ALLOWED OFF OF KENNEWICK AVE NE EX. COLLECTOR BOX TRUNCATED DOMES PER STD. DWG F010.2 w Z r„LLJCL ENLARGEMENT OF END RAMP FALL UTILITIES SERVICING SITE SHALL BE DERGOUND 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. SEE SHEET 6 FOR DETAILS. LOT NUMBER BMP TYPE MAXIMUM IMPERVIOUS (SQ. FT.) 1 PERF. PIPE CONNECTION 3,000 SQ. FEET 2 PERF. PIPE CONNECTION 39000 SQ. FEET 3 PERF. PIPE CONNECTION 3,000 SQ. FEET 4 FULL INFILTRATION - 90 CU. FT. DRY WELLS - 3 EACH 3,000 SQ. FEET 5 FULL INFILTRATION - 90 CU. FT. DRY WELLS - 3 EACH 39000 SQ. FEET 6 FULL INFILTRATION - 90 CU. FT. DRY WELLS - 3 EACH 3,000 SQ. FEET NE 14th STREET STA. 0+00 REPLACE EXISTING COLLECTOR INTERSECTION BOX WITH NEW 16 -SLOT NE 14TH STREET & KENNEWICK AVE. NE NDCBU BOX, SEE DETAIL SHEET 7 EX. COLLECTOR BOX - SL PE AT 4:1 STA. 1+46:'O, 8' RT. I i NOTE: SEE SHEET 7 FOR DETAIL BEGIN SIDEWALK° OF ROADWAY IMPROVEMENTS OF z 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 STA. 11+44.01 9.08' LT. CB 7, TYPE 1 (PUBLIC) RIM=245.30 IE=242.809 12" O Q O KENNEWICK AVENUE NE. c �� Z , : o Ln .... . rw:r (PRIVATE) Q !.. ... ..... .....STA. 10+38.7211-28 5'..LT. C9, JYPE 1 �. RIM=236.8700 STA. 2+18.0 w ._ I E=234.16, 12 x"O BEGIN VERT. CURB & Z z IE_234.66, 6" NOTES: GUTTER y w N; 42' DRIVEWAY CUT Y D :. �:: 20;,LF. .12 D.I. �p CB#2, TYPE 1- o m /@S'� 1.00% (PRIVATE) INTERSECTION ` ` B RIM=235.93 + �' ROOF' 'DRAIN SYSTEM .-_- STA. 10+00.0, NE 13TH STREET N IE=233.80, 12" r W PER CITY STAN DA D DETAI L R/ . • 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 INSTALL ONE EACH DRY WELL 5' DIAMETER x 4.6' DEEP FOR EACH 1,000 SQUARE FEET OF IMPERVIOUS SURFACE (TYP.) 514i 10 0 Ln 0I -- ---' NOTE: DO NOT DISTURB GROUND IN LOCATIONS OF PROPOSED DRY WELLS DURING CONSTRUCTION (TYPICAL) - NO STOCKPILING :r ZONING CODE -BUILDING SETBACK LINE TYP. STA. 2+54.47, KENNEWICK AVE. NE W SOLID LOCKING LID / #225.00 (PUBLIC) .' t,.. ............ ..... , . ..... ... INSTALL SURVEY 1 � • C , O F P R IVATE EASM T ..: .r-• ;;', ,< O CITY F RENTON STANDARDS ��••}3 4rr�~^ • PER 0 E -- ;�. A .f ,. STA. 2+69.47 :;- - - - -'"' - - -�' - - _ - - - - Y`~ ►�`'� �� 30' ACCESS & UTI`LITY CB 1 TYPE 1-L �. :�- O PAVE. N OF KENNEWICK AVE. NE-r•r..�...................., :, r ,, . f T, 20 :: .. .•. ,.. 's..••r•!' .�.. •.. . :• .r ••:M ..'f - ..a,r l.. 4. ;: ,•: :•� r, :rn l . t •,1 �. N� ; i 1 W THRU CURB INLET O R E 32LF.2 12 D.I. @S=0.50% VANED GRATE B.,ti �- r ,. •. ��'-------------------- W/BI-DIRECTIONAL- -- M w Y S. 1.00% RIM=235.35rp ' E ©11BL4G F INSTALL PUBLIC STREET SIGN IE=233.64, 12 1 1 +Q 12+00 QAC 0 13-0 (PUBLIC)g__. __.,_ __... Nb 9LF., 12" D.I.®S=0.50%` 7"4LF., 12 =1-12�=9.59 11 OLF., 12"-12C�S'Y-8.17 0 1 „ y y - . . . . . . . . . . . . , ° NE 13th STREET IE=233.60, 12" (N) 6LF. 12 D.I.®S=2.00 STA. 10+7.4 9.08' LT. STA. 12+55.0 9.08 RT. 15' PUBLIC STORM DRAINAGE(PUBLIC ) CB 4, TYPE 1 (PUBLIC) CB 8, TYPE 1 EASEMENT PER REC. #9407131357 CB 2A TYPE 1-L FILTER VAULT RIM=237.49 �� RIM=253.69 W THRU CURB INLET RIM=237.45 IE=234.25, 12 IE -250.54, 12" W BI-DIRECTIONAL VANED GRATE IE=234.1 1, 12" IN (PRIVATE) END OF PAVEMENT / _ ) 20LF., 12 N-12 ®S=1.00% STA. 13+ 18.30 RIM=235.78 IE -234.00, 12 (OUT) STA. 11+44.01 9.08 RT. ELEV-251.00 " 15.5' LT. CB 6, TYPE 1 (PUBLIC) STA. 11+98.211 10.0' RT. IE=234.50, 4 CB 3 TYPE 1-L STA. 10+51.77, , WALL DRAIN -�� IE -233 93 12" RIM -236 01 STA. 10+70.0 9.08 RT. RIM -245 30 CENTER OF 45 PAVED SAC CURB RETURNS SEE SHEET 3 (PUBLIC) ' STA. 10+35.91,, 9.59' LT. CB 5, TYPE 1 (PUBLIC) IE -241.55, 12" ELEV.-250.75 IE=T 33.92, 12 RIM=237.49 IE=242.40, 12"(N) STA. 2+19.31, EX. W/ HRU CURB INLET(PUBLIC) IE -234.45, 12" PC=236.94 IE KENNEWICK AVE. NE A =25.00 L=39.38 DELTA 2=236.51 .......... N o z_ o o > � Z O + N . ... l -) cfl N (D . Q 00 .. I� IV) W t\ w z � O O .- o wlri °t\°. UO 250 z - + o v~i 00 o DELTA=90° 15'12" PT=236.05 NE 13th STREET N Q��� r- I I `T co n N W Co � N - - (6 - -� :+ ----- - Z N co � N I J o C r7 CB 5 TYPE 1 ��Ino STA. 10+38.89, 10 LT. co n 0- c6 n co n co n `n �v N m I� n !PUBLIC) r; I� o; n 230 RI -M=2,35.35 IE=233.64, 12" � � y (PUBLIC) dr 12" „ 0) 0 U-) In ton In if) r� u') ,� U-) YR WATER SURFACE co U-) r` I U-) N NN N N N N NN N N N N N N N N N NI NOTE: ALL PAVEMENT RESTORATION SHALL BE PER CITY OF RENTON TRENCH RESTORATION & STREET OVERLAY REQUIREMENTS & SUBJECT TO FIELD CONDITIONS AS PER CITY INSPECTOR. NOTE: DRIVEWAY APPROACH TO BE PER CIN STD. PLAN #104.3, SEE SHEET 6 CALL 81 1 BEFORE YOU DIG! OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. .f C:) .w o o o z_ Q 00 _1 > � Z z _ + �•I1 =Z 7 �449 O 0 cfl LL - Q 0) �- X r -- IV) W + w z � O O .- ® wlri © UO 250 z - + o v~i w o o � Q � > � Z z _ �•I1 =Z 7 �449 �pn, p w Y w Z PVI STA. 11+97.08 c� ELEV.=252.00 ® wlri © UO L , IE=234.14, 8 10+00 uppAxmv C -a *4 S7 fey �q. z' • ,p 27460 • a. o • SFS c/ STERE: ��,� S 1 ?,0! 5 'AL ` 05/18/2015 NO. REVISION V.C. =100.00' V.C.=90.0' O o o ►� o b� z > � _j z _ �•I1 =Z 7 �449 �pn, p w Y w Z PVI STA. 11+97.08 c� ELEV.=252.00 ® © I + 00 o N Q��� V I I `T co W nJ r-- N - - - -� :+ ----- - Z N _W1 � N I J o C r7 CB 5 TYPE 1 ��Ino ��00v JE=233.6G 12" 0- RIM =237.49�� 0 `n �v N m CB 1 "TYPE 1-L !PUBLIC) I E=234.45, 12 C° 230 RI -M=2,35.35 IE=233.64, 12" CB.#2 TYPE 1-L FILTER y (PUBLIC) RIM=235.33 IE=233.80, 12" „ L , IE=234.14, 8 10+00 uppAxmv C -a *4 S7 fey �q. z' • ,p 27460 • a. o • SFS c/ STERE: ��,� S 1 ?,0! 5 'AL ` 05/18/2015 NO. REVISION V.C. =100.00' V.C.=90.0' O N .; ; ��II ►� o z _ �•I1 =Z 7 �449 '-o0 ±CoCoo PVI STA. 11+97.08 c� ELEV.=252.00 In + 00 Q N Q��� V I I `T co W Q N - - - -� :+ ----- - Z N > J o I 20' SHARED DRIVEWAY CO 260 (PRIVATE) 010 PVT STA. 12+42.09 -j I -J FLOW LINE +2.22% EXISTING GRADE Lw PROPOSED GRADE �1° 00 2�c'� 0 o N� 1 0 0 0 io 11 © (n @ N .; ; ��II ►� o z _ �•I1 =Z 7 �449 n�0 Z Q��� w - - - -� :+ ----- - Z N . PUBLIC) _ o CB 5 TYPE 1 ��Ino ��00v RIM =237.49�� `n �v N m I E=234.45, 12 C° II N II FILTER VAULT PUBLIC m II ±NNmv-w II II ............:.......... CB 3, TYPE 1-L(PUBLIC) . RIM=236.012 YR WATER SURFACE 117=933=233 92 12" W IN FILTER VAULT w0) mco� �7_ w 06 CN II N- m� II of R-315805 11+00 12+00 SURVEYED• SCALE: vattIcx: MVD »ee SITE SURVEY&MAPPING SCALE HORIZONTAL: NAD 1983/1991 DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. ONE INCH DATUM CHECKED: AT FULL SC&E IF NOT ONE INCH BY DATE AP P R SCAE ACCORDINGLY 13+00 - CITY RENTON Planning/Building/Public Works Dept. 250 240 230 ' GRAPHIC SCALE 0 15 30 60 1 inch = 30 feet RECOMMENDED FOR APPROVAL By; D a t e 1 ,.5p-- 24.20, - B 06 Date= S ! By. Date; By: Date, SHELDEN SHORT PLAT 05/18/2015 SCOTT DO N OG H HOMES, INC. FIELDBOOK: PAGE: ROAD/STORM PLAN&PROFILE DRAWING NO: 1318 KENNEWICK AVENUE NE SHEET: 5 OF- 18 Rill A r �E r t� 00 q;t LO O O q4t T a J 0 Z Z W D J W 2 (n STORM WATER STANDARD PLAN NOTES 1. (HESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 22 F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT/HOME CCTV INSPECTION NOTE: � OWNER. STANDARD PI.tlrB 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING DWG. NAME: a. THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCTV ry MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR a_4_0 0 iv 0 0 0 SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP INSEPCTION VIDEOS AND WRITTEN REPORTS. THE CCTV INSPECTION 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING D (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY MUNICICPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS 23. ALL DISTURBED AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE OWNED/MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER p ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES. U Uj� IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPCITY OF THE SOIL, OR; SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE WITHTHE CITY'S mmmm TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. VIEWING AND RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. SUBMITTALS ON' CD OR DVD THAT IS VIEWABLE BY STANDARD VIDEO 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. PLAYER (i.e. mpg VIDEO FILE FORMAT) AND IS COMPATIBLE WITH APPROVAL OF ANY OTHER CONSTRUCTION (e.g. DOMESTIC WATER CONVEYANCE, SEWER GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN CONVEYANCE, GAS, ELECTRICAL, ETC.). THE SURFACE WATER DRAINAGE SYSTEM SHALL BE 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING CONSTRUCTED ACCORDING TO THE APPROVAED PLANS, WHICH ARE ON FILE WITH THE CITY. RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABLILTY CONNECTED WITH STRUCTRURES AS SHOWN (AND IDENTIFIED) ON THE APPROVED PROJECT ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY CONSTRUCTION PLANS. OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING b. THE COSTS INCURRED IN MARKING THE INITIAL CCTV INSPECTION SHALL CONSTRUCTION. BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION COSTS INCU�:ED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCTV IS IN PROGRESS. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCTV INSPECTION, 9. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOUYRS OF 7 A.M. TO 7 P.M., 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 EXFILTRATION FILTRATION TESTING OR AIR TESTING THAT MAY BE REQUIRED BY THE CITY MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT TO THE CORRECTION OF SAID DEFICIENCY. APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE PUBLIC WORKS c. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD THE CCTV INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE 7. IT SHALL BE THE APPLICANT/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. DEVELOPER. EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION 8 FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS REGULATIONS RMC 4-3-050). 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 9ACKFILLED 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 T'�F CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORE IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 13. ALL SEDIMENTATION/EROSION FACILITIES MUS; BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTANED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SIT'_ EROSION HAS PASSED. 14. ALL RETENTION/DETENTION FACILITIES MUS .3E INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION AC_ 'TY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER SEC 'N. _ ALL PIPES AND APPURTENANCES SHALL LAID ON THE PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE 0 WASHINGTON STANDARD SPECIFICATION OF ROAD - - AND BRIDGE CONSTRUCTION. THIS SHALL INCLU,)IZ_' NECESSARY LLVEI-ING OF THE TRENCH BO1_TOM 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 1/20X4" EXPANSION MATERIAL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA 1/4-R AT JOINTS CLASS "C", WITH THE EXCEPTION OF PVC PIPE. 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. SCORE LINES TO BE RADIAL TO CURB AND GUTTER 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 1/2-X4' EXPANSION MATERIAL WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 1/4-R AT JOINTS 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 CITY 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. 1/4 -/FT. SLOPE 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. 1/2-R AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 4- 1 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 SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURAFCE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THIER INTENDED USE. EACI JUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO -W -WIDTH OF SIDEWALK 1/2-X4' EXPANSION MATERIAL 1/4-R AT JOINTS CEM. CON C. c,�" ANS ER A W\ SCORE LINES 8 ($ 1 /20X5- EXPANSION MATERIAL CURB RETURN 7 ONLY 1/2"R - - 1 /4 -fir. �' 7PC' 4" 1/2-R PAVEMENT AS PER ?LTU` �rrrIHII� PAVEMENT AS PLANS STANDARD CEM. CONC. PARKWAY STANDARD CEM. CURB AND GUTTER CONC. CURB AND ^L 1TTER !SECTION A -A SECTION 8-B SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. GENERAL NOTES: JOINTS; DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL NOT 8117 LESS THAN 3/19" IN THIOCNEN AND SHALL BE EXTENDED 2- BELOW THE OUTIER LJNE_ 1/2- B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2"x4" STAKE MARKED THRUKLO •�� g'"11 AT AHL COLD JOINTS As OHIiECTED 820 ENGINEER AND SMALL EXTEND1• LiEIJ7W CONCRETE "STORM" OD "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND t TME SMWALX IS TO BE PLAW THE OM AND CUTTER, THE JDWT SHALL BE A GOLD JOINT 1/2•X r EXPANSHON MATEIIAL %W1 BE PLACED FROM P.C.'S TO P.T.'S AT ALL CURB RETURNS BE SECURED TO THE STAKE. H/r)W E]PANSM MATERIAL SMALL BE PLACED AT EVERY FOURTH SIDEWALK PANEL THE OOf1U&-M MIX FOR SIOEWALKS SHALL CON1`WM 10 THE REOUIREIIENTS OF CLAW B (3/4-) WITH AM E NTRAN TIENT. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE C06CWTE SMALL HAI& A StOOM MNLS1 VM ALL EDGES HA1€91G A 2 1/2' TOOLED FINISH. THE SURFACE WATER DESIGN MANUAL AND, IF NON-WTALLIC, THE PIPE SHALL BE PLACED IN SUBCRADE CMPACTION SHALL W Hlaac011001 XeD PWXTORx A TRL-NCH WITH A TRACING WIRE ABOVE OP OTHER 'ACCEPTABLE DETECTION. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNFD TO --- CONVEY FLOWS THROUGH INDIVIDUAL LOTS. DATE REVISION I =BY" PR 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). CALL 81 1 BEFORE YOU DIG! OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. i J ( .' 2 :'r 1,11, ;\::L i%A . if 1\ FIC t RE TY PR 11. DR %% ELL 1N FILTkATIU\ SYSTEM Root Downspout House Catch Basin ( Yard Drain) Root flow Downspout DRY WELL PLAN VIFIV NTS Root Downspout House�«uerflow K� L Splash Block flow l~irre P.fiH?sli Screen Catch Basin (Yard Drain) ,I. 15' min. NTS WE 48 lncn Diameter Hate Filled with 1' 2 - 3" Washed Drain Rode J Mark Center of Hole with 1 ' Capped PVC or Othef rneans Topsoil Flush with Surface t ;1111€ tsviin. 4" dia. PVC Pipe 48 Inch Diameter Varies Sides of Hole Hole Filled with Luied with 11 2- 3.. Washed Fuer Fabric Drain Rack Min. 1' above Seasonal High Groundwater Table t L. 000000000 0� �� p(r WASH 00��' - SURVEYED: scALF: 0 r l°° SITE SURVEY&MAPPING q• .,� DE'SIGNED: SCALE D.L. OFFE, P.E. ° o . DRAWN: • D.L. OFFE P.E. '� •° 27460 0 - 'ONE INCH �Oc� sTER�� cco�w _ CHECKED: AT FULL WALE 1 °°°°°°•(�V J ONAL YYVV NO. REVISION BY DATE APPR AP IF NOT ONE M1CH 02/23/2015 SCALE ACCORDIIIIAMY VERnCrv_ I AVD 19W HORIZOWAL• NO 1993/1991 91 DATUM D CZ � C W C) Ul ul FU z z m Cn D Cn n 0 Mo co p 7 C _.4 7 a D M ,z� i C3 CD -0 cn y z m • Cn CEMENT CONCRETE DRIVEWAY FENT NCE - TYPE RIB 0 TEXT OF INSTRUCTIONS BMPa)esi ma a.-jetne, . .fa�:,r Cdi;E'J Pet I Wt-.-;Ct- was €iistaijiec to tF'duce the str.?3 [ iwate r € L :`1: t InipacLs CJ S, )nle c.' all of tilF3.'T'pervl:D,s s..€'face y'=_,I �'O)��.f2}F A clrtotated r'a, e-,crir.e-tion is a e`l..x1) of diainage Ateyai_"�e pipe with t`, IL's :(1 Ff":e b,,, tnCti Ciesigned to 'leak fl not f _rweyed by t_l01 131;3'•3. €1's•_0 'i gla"ve fi!IeLyt-? wt'eie Lie i-;akeC1 Into the sul1. unding s ii! P ne 1.3. nnectitws'`': IS intended to F P iL�i�te ' � t7t_EYu'ijiy * t 'riflittation r-4 any ';jnl_'T vlat is be n,, ..', nveyecJ fiarn an s:inipeiVious surface !itistuajly a I crtjc"Q J, nage sys'e' ' s.-iativ�ray I>il3e :>yat*�"'i r,e S:Zc.' atlC: 1_ iT o'sitivr: �r tnu ei f: kite" pipe silt f i€.'rt as de ?€'::ter uy vne co<sti :.t;Itepiara ar-c cies€ }ri C1BtasIS iHl tSt JE' 'Tlairi:cl.r €eft and rTiay r1ol be �_Ilh 3r"€gec k'JlthCLit wijtte'r1 appirovai ef.i lic-in tl'ie hCi". j can:y W1 iTe" ami Lanol liL'S'"`u,;ce `� Div€s€ot-: =?( :Lite a.igp a fiJtife de4e,o' prnenl I)ti:rniit 't tYi K 1GUr'ty 1 hA �.s ,.i VB' �P:._,( ffle l ei'_:' �it�? Ij, tT:s)it rs{ I 3y5tei ' rT"tii.,t Plot be ccin1palc e; + i:1 Vdi11 I ir;F?'viou to €als I.A PERFORATED PIN,' ('0)N\EC 1'IO\ FOR A S1\(;1,E ['': MILL Itdf:SIDE\(`I: 0 random fill filter fabric: s ped pipe 18" rnin0 f 1 ' washed i ock 24" min - TRENCH X=SECTION NTS slope r -i , to rr:;: d drainage systern X 10 level trench tits/perf pipe PLAN VIEW OF ROOF NTS '4 >.- CITY OF ML REN TON R Plan rIr,ri!Building/Public Works Dept. R-315806 SHELDEN SHORT PLAN" SCOTT DONOGH HOMES, INC. ROAD / STOrtM DETAILS & NOTES 1.318 KENNEWICN: AVENUE NE TYPICAL SIDEWALK f ADOPTED � J Q STANDARD PI.tlrB TSf DATE: 04/04 DWG. NAME: F007 SP PAGE i J ( .' 2 :'r 1,11, ;\::L i%A . if 1\ FIC t RE TY PR 11. DR %% ELL 1N FILTkATIU\ SYSTEM Root Downspout House Catch Basin ( Yard Drain) Root flow Downspout DRY WELL PLAN VIFIV NTS Root Downspout House�«uerflow K� L Splash Block flow l~irre P.fiH?sli Screen Catch Basin (Yard Drain) ,I. 15' min. NTS WE 48 lncn Diameter Hate Filled with 1' 2 - 3" Washed Drain Rode J Mark Center of Hole with 1 ' Capped PVC or Othef rneans Topsoil Flush with Surface t ;1111€ tsviin. 4" dia. PVC Pipe 48 Inch Diameter Varies Sides of Hole Hole Filled with Luied with 11 2- 3.. Washed Fuer Fabric Drain Rack Min. 1' above Seasonal High Groundwater Table t L. 000000000 0� �� p(r WASH 00��' - SURVEYED: scALF: 0 r l°° SITE SURVEY&MAPPING q• .,� DE'SIGNED: SCALE D.L. OFFE, P.E. ° o . DRAWN: • D.L. OFFE P.E. '� •° 27460 0 - 'ONE INCH �Oc� sTER�� cco�w _ CHECKED: AT FULL WALE 1 °°°°°°•(�V J ONAL YYVV NO. REVISION BY DATE APPR AP IF NOT ONE M1CH 02/23/2015 SCALE ACCORDIIIIAMY VERnCrv_ I AVD 19W HORIZOWAL• NO 1993/1991 91 DATUM D CZ � C W C) Ul ul FU z z m Cn D Cn n 0 Mo co p 7 C _.4 7 a D M ,z� i C3 CD -0 cn y z m • Cn CEMENT CONCRETE DRIVEWAY FENT NCE - TYPE RIB 0 TEXT OF INSTRUCTIONS BMPa)esi ma a.-jetne, . .fa�:,r Cdi;E'J Pet I Wt-.-;Ct- was €iistaijiec to tF'duce the str.?3 [ iwate r € L :`1: t InipacLs CJ S, )nle c.' all of tilF3.'T'pervl:D,s s..€'face y'=_,I �'O)��.f2}F A clrtotated r'a, e-,crir.e-tion is a e`l..x1) of diainage Ateyai_"�e pipe with t`, IL's :(1 Ff":e b,,, tnCti Ciesigned to 'leak fl not f _rweyed by t_l01 131;3'•3. €1's•_0 'i gla"ve fi!IeLyt-? wt'eie Lie i-;akeC1 Into the sul1. unding s ii! P ne 1.3. nnectitws'`': IS intended to F P iL�i�te ' � t7t_EYu'ijiy * t 'riflittation r-4 any ';jnl_'T vlat is be n,, ..', nveyecJ fiarn an s:inipeiVious surface !itistuajly a I crtjc"Q J, nage sys'e' ' s.-iativ�ray I>il3e :>yat*�"'i r,e S:Zc.' atlC: 1_ iT o'sitivr: �r tnu ei f: kite" pipe silt f i€.'rt as de ?€'::ter uy vne co<sti :.t;Itepiara ar-c cies€ }ri C1BtasIS iHl tSt JE' 'Tlairi:cl.r €eft and rTiay r1ol be �_Ilh 3r"€gec k'JlthCLit wijtte'r1 appirovai ef.i lic-in tl'ie hCi". j can:y W1 iTe" ami Lanol liL'S'"`u,;ce `� Div€s€ot-: =?( :Lite a.igp a fiJtife de4e,o' prnenl I)ti:rniit 't tYi K 1GUr'ty 1 hA �.s ,.i VB' �P:._,( ffle l ei'_:' �it�? Ij, tT:s)it rs{ I 3y5tei ' rT"tii.,t Plot be ccin1palc e; + i:1 Vdi11 I ir;F?'viou to €als I.A PERFORATED PIN,' ('0)N\EC 1'IO\ FOR A S1\(;1,E ['': MILL Itdf:SIDE\(`I: 0 random fill filter fabric: s ped pipe 18" rnin0 f 1 ' washed i ock 24" min - TRENCH X=SECTION NTS slope r -i , to rr:;: d drainage systern X 10 level trench tits/perf pipe PLAN VIEW OF ROOF NTS '4 >.- CITY OF ML REN TON R Plan rIr,ri!Building/Public Works Dept. R-315806 SHELDEN SHORT PLAN" SCOTT DONOGH HOMES, INC. ROAD / STOrtM DETAILS & NOTES 1.318 KENNEWICN: AVENUE NE 02/23/2015 FIELDBOOK: PAGE: DRAWING NO: SHEET: 6 OF. 18 < . � f � J Q 0 ry �j a_4_0 0 iv 0 0 0 0 LL D z w � p r U Uj� t mmmm 02/23/2015 FIELDBOOK: PAGE: DRAWING NO: SHEET: 6 OF. 18 < . 00 LO O O T H a J 0 I Cn Z W O J W 2 (n I 10' 2% 2% 23.5' R/W 15.0' R/W LIJ I WALL DESIGN z BY OTHERS W U 13.5' _ I _ 10' _ ; _ 10' 5' SIDEWALK 8 LANDSCAPE STRIP 0.50' VERT. CURB & GUTTER 30' ACCESS & PUBLIC UTILITY EASEMENT zl w W o z Q JIO I J 0 V) ILLJo ry Lel L.iJ I w'> 0 0 I U a- 15.0 15.0 1 I 10 10' S I 1 2% _ j 2% \-0.50' VERT. CURB & GUTTER 4"MIN. CLASS "B" ASPHALTIC CONCRETE PAVEMENT- 9--2" LIFTS REQUIRED 6"MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED FY FIELD CONDITIONS SHARED DRIVEWAY 2% 2% 2' W z w 'o Of H o (n �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. NE 13th STREET N.T.S. LLJ z Li 26.50' SHELDEN SHORT Q PLAT PROPERTY Y � U_ j l W af LW 8.50 1 ' W YI _2% EX. VERT. CURB & GUTTER 5' SIDEWALK KENNEWICK AVE. NE N.T.S. OR WALL A CURB RAMIE 11 D'IH 4'- 0" MIN, LANDING TO MATCH NOTES - CURB RAMP MOTH - SEE CONTRACT PLANS CURLS RAMP WIDTH 4'- 0.. MIN LANDING TO MATCH CUht3 RAMP 1. Provide a separate Curb Ramp for each marked or unmarked crosswalk. Z I ICurb Ramp k+cAarun, mall be placed within the width of the assmiated i�I©TN -• SIkF CONTRACT' PIANS I r' crosswalk or as ihown in the Contract Plans, LANDING GRADE BREAK LANDING GRADE BREAK 2. Where "GRADE BREAK' is Called out, the entire length of the grade GRADE BREAK, � •.� SEE CONTRACT PLANS �• CURB RAMP . , � I A' Or" MIN, CEMENT CONCRETE SIDEWALK- �. u... __4`'..' I -� _ break between il"P two adjacent surface planes shall be flush. SEE CONTRACT PANS I SEE NOTE 5 3, 4' - 0 PRC)'IPICIE SMOOTH MIN "" Do no{ t place 0anngs, Junction Boxes, Acs Covers, or oOw appur%- a •. / ,�' E/` �. -.r CEMENT CONCRETE TRANSITION To -' nances in front of the Curb Ramp or on any part of the Curb Ramp or LK SIDEWALK SEE NOTE 5 � { f � WIDTSIDEWSEE CONTRACTPLANS �''� � / SEE CONTRACT PLANS - Landing. I % 4�- a' MIN. \ I MIN _ -- 4'- 0" MIN. _ MAX. n 2.I MAX. 4. See the Contract Pians for the curb design specified. See Standard Plan FLARE (TYP.) 3t8 EXPANSION _ .:.. ""- F-10.1 2 for Curb Curb and Gutter Depressed Curb and Gutter, end JOINT (TYP.) -SEE - - - ' BUFFER WIDTH w MATCH TO r 3e' EXPANSION 1 CURE RAMMP STANDARD PLAN F-30.10 _ CURB RAMP DEPTH (TYP) Pedestrian CLIrk) details. f .JOINT (TYP.) w SEL E t �° � I � � t `;, See Standard Plan F-30.10 for Gement Concrete Sidewalk details. STANDARD PLAN F-30,10 � I �: GRADE,y , k BREAK TRANSITION To SIDEWALK BUFFER, IF See Contract P ins for width and placement of sidewalk, GRADE BREAK - �` PRESENT. OR TO BACK OF CURB (iYP:j -- !, SEE CONTRACT PLANS t;; t 6. The Bid Item "Cement Concrete Curb Ramp Type _`° does not include h t0 ocl MA)( .� � � C�� M� '�— � �•. �� S - '' Curb, Curb and Gutter, Depressed Curb and Gutter, x,.:Nns �;A - i ,= A Pedestrian Curb, or Sidewalk. adjacent u > CURB. OR CURB ! `----�.� ._.-._ ....�_ � �.. ,•,�,;� .,,,, AND GUTTER -- CURB, OR CURB-'`" - _ - .. CEMENT CONCRETE :.. SEE NOTE 4 I., -<, AND GUTTER �- —'� - :- - , '� - - PEDESTR[A#� cuRe ! The Curb Ramp maximum running slope shall not require the ramp ie�g� SEE NOTE 4 to exceed 1 S -feet to avoid chasing the slope indefinitely when 00nnectinc f' I DETECTABLE WARNING SURFACE - SEE NOTE 4 � p I SEE STANDARD PLAN F-48.10 DETECTABLE MRNING SURFACE - t0 steep grades. When applying the 15 -foot mRximum length, the running FACE OF CURB FACE OF CURB '' SEE STANDARD PLAN F-16.10 slope of the Curb Ramp shall as fiat as feasible, MEASURED PARALLEL ._... DEPRESSED CURB AND GUTTER � � � - DEPRESSF^ ^URB AND GUTTER 8• Curb Ramp, Landing, and Flares shall receive broom finish. See TO CURB (TYP,) CROSSWALK SEE NOTE 4 CROSSWALK Standard SpeoIScatons 8-14. LEGEND ....r ------ Mae,,.. SLOPE IN EITHER DIRECTION PLAN VIEW PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR B DE I LC I'ABLL WARNING SURFACE (SHOWN WITH BUFFER) CEMENT CONCRETE J DE TECTABL3 "ARMING SURFACE SEL STANDARD PLAN F-48.10 PEDESTRIAN CURB -- �' �, ` ;, SEE STANDARD PLAN F-4&10 _ ...� SEE NOTE 4 4'- 0" MIN.5 O" MAX. '� GRADE BREAK SFE CONTRACT PLANS ~� SEE NOTE 7 � •� SLOPE TREATMENT - I Jj,i' COUNTER SLOPE ^ •'♦' ♦••' SEE STANDARD PLAN F-30.10 TRADE BREAI( .° ; 5.09 MAX 3" R TYP '/ * ' I _DEPRESSED CURB AND GI.TrER 2.G% MAX ` 1' .! SEE NOTE 4 8.3`Yo MAX. TOP OF ROADWAY 1 °6 ACEMENT CO CRETE CURB 4.`�T�1�,� r AND GUTTER SEE NOTE 4 Q 4 6 LANDING CURB RAMP <4 e" II at DEPRE SECTION (A SSED CURB AND GLITTER .. �, SEE STANDARD PLAN F-10,92 CURB RADIUS DETAIL —' � (U p 3A363 O � CEMENT CONCRETE CURB RAMP "TYPE �0 b 1 '�' +1!, .�. � , � MIT- BEE NOTE 6 , FCS 5 C� ISOMETRIC VIEW TYPE PERPENDICULAR 4 PAY LIMIT OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. dsjONAL� Lr e u PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION _Pasco Bakodch /it 6120113 ISOMETRIC VIEW ,�,, STAI E DWIQN ENGINEER DA TE TYPE PERPENDICULAR B PAY LIMIT way► SW* au«,r..,t z,o.,�p� L YY� 00000 goo t' 00 go 0 `P l°y° o ° o .�, o. Z° ° ° o 0 ° ° 'OO 27460 0 0 0• ° °°° c/STER� FSS��NAL°°�-� 04/21/2015 NO. 4L°' AX 24" t/,% 2-1/2" /A\ , L 7' _� W 2 .n 40' 113PACK7 I Oq 560' .............................. r�i.J sJ ��� AH.,(. ,'A' ,rC I".� IF j REOJIRED,' 4 a PIPE CAP a i CEMENT -, L I. ASS W VINUS CRJSrt NOCK j 8' i f i 2' MIN n FARANCE FROM, AGJL L4 Cu R B. 1G' IAINC_fA.RANCE F he CLRe. i ago GROUND MOUNTED S'I'IZEI',T NAME SIGNS ADOPTED ~ � CITY CIF RKNTON �. �? 3TAKDARII P'u�Li9 IM' llAU: 04/04 NAVE: G01,5 P-ko,L: ;01,5 Q� U_ :2 Li SURVEYlM: SCAM' - - SITE SURVEY&MAPPING SCALE DESIGNED: D.L. Ot -E, P.E. DRAWN: D.L. OFFE, P.E. ONE INCH CHECKED: AT FULL SCALE !F NOT ONE INCH REVISION I BY DATE 1APPR APPROVED,- SCALE ACO0R01NaY 9 o ad C1+ x c� �X A z °4 W0 ha a � O0 gfw., 00 QQ F m� A F- .0 •0 w j l 0ry Z� O 73 VUJ z� _J . fb ;r tl.l Qtijv T_ U o u- _J LUQ tsz9�i Z V0Ur.A _ NAVD 1988 HMZOWAL_ NIID IM/HMI DATUM L •'1 o = -C W X N U NZT r O a ... C> k.) a- to < C> r+ _Wz t nx-cc cc a toZ.Ww C) W baa u C) "i"J��C r o4C>C; W h^ Z 2 I_o��. a d a . �cc U 2C t!)C)_J--A LA - i V�wcac r -w CA: CAC V1 s tea u�.twto c�•a r� � ��UJ _ W-1 � t sae � L�j UJ In Ix o ca W Ce !�o 1-� WSW • tr c, s •>. X I.- r_ T . � � .� C'S car !•-• a..i ♦... ►- i �, : M't of CT : W M C7 tai GD COLLECTOR =IPE WV, MEN I ;4 F1 %"S. Mvsn CwRFi S;XWAt.K i... it.O W Lt4r, JT; iITY ;-A$EME"I .'; Ai1N WILT _ yp PRIVATE STOM. 3PR GLiAN0J7'> v-VU0Iia', 4fl 2N�� 41, Nr,, AND AT IM F VIAX SPACING 00 i, } ROOF t3rWA i T>w)CONNF('T INKT0 Ir• CO, WS iZf' TYPE I NOTES ?:PE PAA'FRIA: S At AWED DVC, L(,✓t TRIW F WALL PO YFTHYi ;-•P4l- DI IF NECESSARY ?: R STRENGIH) 1 T' -1E ROOFFETING CftA<N SYSTEMRN S ARE �ATF{"•• 3 i LOW PA I TLRN SH0U_U e3L 10 T 4 Ni 0, AUL,. ALLOWS (Al ICJ I HE NLAI L3t)'&Nt;I �-(L:.AM CLS. 4 R00I RA;N COLL-EC I O S a%:S' 8' ,•ZL ;. I -OR ! APACI I Y. sit << -tet : YEAR PEAK CITY 0E ML RENTON Planning/Building/Public Works Dept. R-315801 'T'YPICA.L. ROOF DRAIN STD. PLAN — 225.00 COLLECTION STORM SYSTEM CIVIL Il'+'LANS► }= SHELDEN SHORT PLAT SCOTT DONOG I I HOMES, INC. ROAD / STORM DETAILS & NOTES 1318 KENNEWICK AVENUE NE x c� M O0 • F 3 o o = -C W X N U NZT r O a ... C> k.) a- to < C> r+ _Wz t nx-cc cc a toZ.Ww C) W baa u C) "i"J��C r o4C>C; W h^ Z 2 I_o��. a d a . �cc U 2C t!)C)_J--A LA - i V�wcac r -w CA: CAC V1 s tea u�.twto c�•a r� � ��UJ _ W-1 � t sae � L�j UJ In Ix o ca W Ce !�o 1-� WSW • tr c, s •>. X I.- r_ T . � � .� C'S car !•-• a..i ♦... ►- i �, : M't of CT : W M C7 tai GD COLLECTOR =IPE WV, MEN I ;4 F1 %"S. Mvsn CwRFi S;XWAt.K i... it.O W Lt4r, JT; iITY ;-A$EME"I .'; Ai1N WILT _ yp PRIVATE STOM. 3PR GLiAN0J7'> v-VU0Iia', 4fl 2N�� 41, Nr,, AND AT IM F VIAX SPACING 00 i, } ROOF t3rWA i T>w)CONNF('T INKT0 Ir• CO, WS iZf' TYPE I NOTES ?:PE PAA'FRIA: S At AWED DVC, L(,✓t TRIW F WALL PO YFTHYi ;-•P4l- DI IF NECESSARY ?: R STRENGIH) 1 T' -1E ROOFFETING CftA<N SYSTEMRN S ARE �ATF{"•• 3 i LOW PA I TLRN SH0U_U e3L 10 T 4 Ni 0, AUL,. ALLOWS (Al ICJ I HE NLAI L3t)'&Nt;I �-(L:.AM CLS. 4 R00I RA;N COLL-EC I O S a%:S' 8' ,•ZL ;. I -OR ! APACI I Y. sit << -tet : YEAR PEAK CITY 0E ML RENTON Planning/Building/Public Works Dept. R-315801 'T'YPICA.L. ROOF DRAIN STD. PLAN — 225.00 COLLECTION STORM SYSTEM CIVIL Il'+'LANS► }= SHELDEN SHORT PLAT SCOTT DONOG I I HOMES, INC. ROAD / STORM DETAILS & NOTES 1318 KENNEWICK AVENUE NE >, 5r-) >, M as ria m 03/09/2015 nEl 38": PAGE: DRAWING NO: SHEET• OF: -T_ M J j l 0ry I CL a Lv o, CU Lv Q _IJ _P +> +� d d d d A A �i A 0 LLI � I >, 5r-) >, M as ria m 03/09/2015 nEl 38": PAGE: DRAWING NO: SHEET• OF: -T_ Q J 0 2 Z W D J W 2 Cn 11-01. COLLAR STORMFILTER CARTRIDGE TYP, FILTRATI, BAY INLET T` F KIT 6Y0IEIeZe OMAZI • g►����i��i►�i� i�i�i�i�i�i�i�i�ii ����i�i�i�i���i�i� ►i�i�i�i�i�i�i�i�ii ►i�i�i�i�i�i�i�i�ii - - i�i��i�i�i�i�i�i�i 2111 214" 21-411 INSIDE RIM INSIDE RIM INSIDE RIM 7--l" OUTSIDE RIM 91 PLAN VIEW r�vv�v� r L -vv b ON WEIR WALL SECTION A -A CONCRETE COLLAR AND REBAR TO MEET HS20 IF APPLICABLE BY Ae-Tr)D ACCESS COVER OPTIONAL SLOPED LID CORNER ELEVATIONS TO BE SPECIFIED BY ENGINEER GRADE=237.45 PERMANENT POOL ELEVATION a� v RTRIDGE PPORT TYP. BASIN FOOT (TYP. OF 4) FLOATABLES BAFFLE PERMANENT POOL LEVEL FINISHED GRADE =11III=III=III=III= -- -� -Ill l i=1 lQ .1� FILTRATION BAY INLET 5"— Q2=0.03 cfs INLET 1211 (IE=234.11) GRADE=237.45 LIFTING EYE (TYP. OF 4) �n WEIR WALL CV) 5" FLOW OUTLET 12" (IE=234.00) 2'-0" INSIDE 2'-OY2" OUTSI— " SECTION B -B CONTECH 2 -CARTRIDGE STORMFILTER CATCH BASIN CALL 811 BEFORE YOU DIG! FRAME AND VANED GRATE BASE SECTION NOTES 1 THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRATE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED AND UNTIL. PERMISSION THERFAFTER IS GIVEN BY THE ENGINEER TO GROUT OR GRATING IN PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION x-05 3s. 2. SHIMS $HALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHI6 TED 3. MORTAR SHALL BE PLACED BETWEEN AUJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4 THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED Thi CREATE A RUNNING BOND OR,4 BOND H BLIC lAORKSZ CATCH BASIN INSTALLf TION 1)EPAR.'AI+ NT L. 00 0 OFFE NGINEERS �,o P ro o6 q° y°� 13932 SOUTHEAST 159TH PLACE o ° RENTON, WASHINGTON 98058 0 e ° 27460 PHONE: 425-260-3412 �o•'�F 0: SFS�/STE;�: CONTACT: DARRELL OFFE, P.E. S/ONAL • �' 04/21/2015 OUTLET PIPE FROM FLOWKIT CATCHBASIN FOOT (TYP. OF 4) '..f k- Ni-) f- 4 STD. PIAN - 202.00 CEO, ,:rr rR'ta t r�tF ri rani `Yit is 3r�4 hf^��ii r-. F ItGMU. t €Pv 59AME NTAC a f�iitlNETf:R .' `BaE `_^-€ lel At t; „ A 0 1W BASE MLJS, BE GWOU1F. T:? THE' 'BOTTOM NREA OF THS ' . fiL- €U , N1':+3T SII ADJUSTMENT SECTION oti , BASE SECTION NOTES 1 THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRATE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED AND UNTIL. PERMISSION THERFAFTER IS GIVEN BY THE ENGINEER TO GROUT OR GRATING IN PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION x-05 3s. 2. SHIMS $HALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHI6 TED 3. MORTAR SHALL BE PLACED BETWEEN AUJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4 THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED Thi CREATE A RUNNING BOND OR,4 BOND H BLIC lAORKSZ CATCH BASIN INSTALLf TION 1)EPAR.'AI+ NT L. 00 0 OFFE NGINEERS �,o P ro o6 q° y°� 13932 SOUTHEAST 159TH PLACE o ° RENTON, WASHINGTON 98058 0 e ° 27460 PHONE: 425-260-3412 �o•'�F 0: SFS�/STE;�: CONTACT: DARRELL OFFE, P.E. S/ONAL • �' 04/21/2015 OUTLET PIPE FROM FLOWKIT CATCHBASIN FOOT (TYP. OF 4) '..f k- Ni-) f- 4 STD. PIAN - 202.00 1 ,T a r a�9 tet' ""At: ri,i r t:,D' m t i •„f Ls� be af'],l s,te to be Irc E €:ter= wit € t w e curb e: INSTALLATION ...y y .:.:_:: CATCH BASINS •r- ` +� : ii if ,.o y • 11 � IIS 1 SSI��DSURVEY&MAPPING SCALE - SITE . SCALE DESIGNED: D. L. C, rE, P. E. DRAWN: D.L. OFFE, P.E. ONE WCH CHECKED: AT FULL SCALE IF NOT ONE INCH REVISION BY DATE 1APPR APPROVED: SCALE ACCORDINGLY VEarrcu: NAVD IM HOWONTAL: NO 1 saes/ 1 sass 1 DATUM CRANE AND VANED GRATE r.� �... u1" O 43 qAR P(X)FIS FOR ir �WK;Hf RECTANGULAR ADJUSTMENT SECTION .� • r rx S ev ,y 1 ' •`t PRECAST BASE SECTION PIPE ALLOWANCES CEO, PIPE MATEtRiAL i f�iitlNETf:R .' __ ..HmAVE ANG GFt-47L ' . yj. l+ -ta• .f, tt<._Uh0 Ace .a�,.i t. c iii I., t�,.Sg SOLID WALL i+VL., IS 0 SPEC;, 5,�# iia 12('1 }j s � a` d d A :5 -I ,,PEC .`4'„3612{2 A A it C;�FZriLiC,de i V t3 EK.iI;`fir. € M�<.:_'�CB: ORM SC, ri"4 VI*Pf ro i i i NO CUAUE,: I: p, ' ::RIx. 3xNDt H^ k V,iU) ILM 1 ,T a r a�9 tet' ""At: ri,i r t:,D' m t i •„f Ls� be af'],l s,te to be Irc E €:ter= wit € t w e curb e: INSTALLATION ...y y .:.:_:: CATCH BASINS •r- ` +� : ii if ,.o y • 11 � IIS 1 SSI��DSURVEY&MAPPING SCALE - SITE . SCALE DESIGNED: D. L. C, rE, P. E. DRAWN: D.L. OFFE, P.E. ONE WCH CHECKED: AT FULL SCALE IF NOT ONE INCH REVISION BY DATE 1APPR APPROVED: SCALE ACCORDINGLY VEarrcu: NAVD IM HOWONTAL: NO 1 saes/ 1 sass 1 DATUM CRANE AND VANED GRATE r.� �... u1" O 43 qAR P(X)FIS FOR ir �WK;Hf RECTANGULAR ADJUSTMENT SECTION .� • r rx S ev ,y 1 ' •`t PRECAST BASE SECTION PIPE ALLOWANCES MOT U 1 As acceptable altarnativou w the iubaf W-vwn Wi than PRECAST BASE SECTION, f` f> (placid accuruing to itis Standard Spec €%esflons), or wires mash having a m n)muin area of 0.12 square inches per foot, ;hall be used with the minimum, required rebar shmn in the ALTERNATIVE PRECAST BASE SECTION. Wire irriesh shag not be plate In the knockouts 2 The knockout diameter shalt not be greater than 20' Knock.ws shall have a Wall ttsarkness of 2'” n'rnamum to 2.5" rnaxgmum Provide a 1 5" minimum slap between the knockout wall and the outside of the pipe. After the tripe is installed, fill the gap with joint nvrtar in accordance with Standard 9-x".14.3. 3. The maximum depth Iron the finished grade to the lowest pipe inve€t shall be 5°. 4 Tisa frame and grate must bo installed with the flango siown. 5 The Precast Base Sermon may have a t untied floof, and the walls may be sloped at a rate of `*24 or steeper f, The opening shall be measured at the top of tlse precast base s+ectjor'€, f 7 All pickup hole shall be grouted full after the basin. las been placed ti All grace rings and castings shiA Lw set w mortar it e ardana . .3' Stannard Specification 9-04.3 r� SEt tivit- ALTERNATIVE PRECAST BASE SECTION STD. PUN -- 200.00 ' !'ubL-.1C CATCH BASIN TYPE I 3 1MARCIT 2008 = - CITY OF RENTON Planning/Building/Public Works Dept. SHE' -DEN SHORT PLAT SCOTT DONOG H HOMES, INC. ROAD / STORM DE TAILS & NOTES 1318 KENNEWICK AVENUE NE PIPE MATEtRiAL IAtSitJE f�iitlNETf:R .' :tt i €i k E. 3 aft PLAN t; ONCREEJE Q. 12, I Aul Nit to€_ MPE t ,° SOLID WALL i+VL., IS 0 SPEC;, 5,�# iia 12('1 }j s � a` d d A :5 -I ,,PEC .`4'„3612{2 A A it C;�FZriLiC,de i V t3 EK.iI;`fir. € M�<.:_'�CB: ORM SC, ri"4 VI*Pf MOT U 1 As acceptable altarnativou w the iubaf W-vwn Wi than PRECAST BASE SECTION, f` f> (placid accuruing to itis Standard Spec €%esflons), or wires mash having a m n)muin area of 0.12 square inches per foot, ;hall be used with the minimum, required rebar shmn in the ALTERNATIVE PRECAST BASE SECTION. Wire irriesh shag not be plate In the knockouts 2 The knockout diameter shalt not be greater than 20' Knock.ws shall have a Wall ttsarkness of 2'” n'rnamum to 2.5" rnaxgmum Provide a 1 5" minimum slap between the knockout wall and the outside of the pipe. After the tripe is installed, fill the gap with joint nvrtar in accordance with Standard 9-x".14.3. 3. The maximum depth Iron the finished grade to the lowest pipe inve€t shall be 5°. 4 Tisa frame and grate must bo installed with the flango siown. 5 The Precast Base Sermon may have a t untied floof, and the walls may be sloped at a rate of `*24 or steeper f, The opening shall be measured at the top of tlse precast base s+ectjor'€, f 7 All pickup hole shall be grouted full after the basin. las been placed ti All grace rings and castings shiA Lw set w mortar it e ardana . .3' Stannard Specification 9-04.3 r� SEt tivit- ALTERNATIVE PRECAST BASE SECTION STD. PUN -- 200.00 ' !'ubL-.1C CATCH BASIN TYPE I 3 1MARCIT 2008 = - CITY OF RENTON Planning/Building/Public Works Dept. SHE' -DEN SHORT PLAT SCOTT DONOG H HOMES, INC. ROAD / STORM DE TAILS & NOTES 1318 KENNEWICK AVENUE NE 02/23/2015 FIELDBOOK: PAGE: DRAWING NO: SHEET: 8 OF: 18 DET L - 1" �-� �z mC C CD CD 1 rn cn cn ru z z M Cn O D D C7 O aD �o® ?moma � e Cn D z E i C c rn- s � n2 z z M Un O D d d d d A A A A 02/23/2015 FIELDBOOK: PAGE: DRAWING NO: SHEET: 8 OF: 18 DET L - 1" �-� �z mC C CD CD 1 rn cn cn ru z z M Cn O D D C7 O aD �o® ?moma � e Cn D z E i C c rn- s � n2 z z M Un O D 00 qql- Lo q;t O O qwlT Q J F�- O z z Lu 0 J W 2 (n A PORTION OF THE SW- 1/4, SE 1/4, SECTION 5, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITkls'OF RENTON, WASHINGTON NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL MANHO..t.. -RAMC AND -,.)VER SES :iTC. PL !,N 401 i:�.L'JGSTM'__NT RINGS 1,2" SEE N'; -FE b Mt� TA. `.'iNT(S) ;.S/B" MIN.) SEE NOTE 5 'Jl','ECCE&TRIC) RUBBFr: GASKETED JOINTS IN ACC':ADANCE WITH ASTM C-443 STEPS — POLYPROPYLENE STEPS SHALL BE INCLUDED ,ONCRETE RISER BY PIPE >NC., LR APPROVED EQUAL. LADDER—POLYPROPYLENE SHALL BE ATTACHED TO MAN14OLL MAX. PIPE SIZE. - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF ry ' STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS .ARE TO BE IN PLACE tBEFO'RE. MANHOLE SECT ONS ARE INSTALLED, 3, CASTING SMALL BE PER STD. PLAN 401. 4, MANHOLE SECTIONS, TO BE OF REINFORCED PRLUAST CONCRETE 5. A� . JOINTS BETWEEN THE ONE, R S= R RINGS, BIZiC.K : AND CASTING SMALL BE GROUTED. 5. A JUSTMENT OF TIME; OA.ST>NG TO GRADE SHALL 6E A01COMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, EiR<CKS A;14D MORTAR QNLy. BRICKS SH -ALL BE STAGGERED TO CREATE A RUNNING BOND OR 112 BOND. THE FSC QF..SHIMS IS PROHB TED. AN TARY SEWER VANHOLES SHA _L HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WiTH A H:GI SOLIGS `IRETHANE (:GATING; WASSER MC—AROSHIELD OR APPROVED EQUAL; COLOR Or COAT NG SHALL BE WHITE B. RUBBER (>ASKETED JOINTS SHALL BE IN CONf"ORMANCE '07-H ASTM C-443. 3, CHANNEL HEI AIT SHALL BE A MINIMUM OF /4 O ?HE >N`_sIDE DIAMETER OF THE LARGEST PIPE, li,l COONNEC1iON S TO t.9ANI~iOLE SHALL BE MALE .SINi: Grit ADAPTOR, KOR—N—SEAL BOOTS OR f-'sPP OVEI ) EQUAL. 1. IN LAN€MPRCVED AREAS, MANHOLES SHALL ALL Ex.TEND A M!N:MUM OF S" AND A MAXIMUM OF 12" ABOVE RNISHEO GRAPE. OR bill.: ST HAVE A MftML.1At 2' DIAMETER CONCRETE RINGS POUREiLl AT GRAD1. IN PAVED AREAS, COVLR MJ5T 'SLOPE IN AU IDIRLr TUNS =0 MATCH PAVING. 0, PUBLIC WORKS I 3Ti) PIAN400.1 STANDARD SANITARY MANHOLE f.3FPt1R'i°MENtI" € N. SEPTEMBER 201111 ��' F CALF 811 BEFORE YOU SIG! OFFE ENC-,INEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARE ELL OFFE, P.E. INTERSECTION STA. 10+00.0, NE 13TH STREET STA. 2+54.47, KENNEWICK AVE. NE IE=226.16,v 8" EX.) IE=226.26, 8" I1EW) SSMH #1. STD. MH -48 STA. 10+40.0, 2.5' RT. RIM=236.26 IE=228.72, 8" IN) IE=228.62, 8" OUT) 1260 ABANDON EXISTING SIDE SEWER AT %A/ 1.1 Mir— Mr—M DIT/ C`TAAIMAMMC` STA. 0+63 IE=235.50, 6" INSTALL SIDE SEWER W/IN EXISTING SIDE SEWER PER CITY 12" D.I. SLEEVE UNDER ROCKERY DRAWING S-01440 FOR WIDTH OF ROCKERY TO BE ABANDONED AFTER NEW SEWER IS ACCEPTED BY CITY OF RENTON 255 NO I' Iti? S(_Av_,. 0 t A' t i ei,t r t E* w 4,8 " MI -I 48" 6" MIN, ��,'►�w,'�I �`y r4't MIN- 21't €.D. 54`" MH 54' '* MIN 5.5" MIN. 24" MIN 24" 1. D, 6D" M H 60 ' MIDI. Ut. MiN. 42" P,r JNl .30. I.G. ry ' STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS .ARE TO BE IN PLACE tBEFO'RE. MANHOLE SECT ONS ARE INSTALLED, 3, CASTING SMALL BE PER STD. PLAN 401. 4, MANHOLE SECTIONS, TO BE OF REINFORCED PRLUAST CONCRETE 5. A� . JOINTS BETWEEN THE ONE, R S= R RINGS, BIZiC.K : AND CASTING SMALL BE GROUTED. 5. A JUSTMENT OF TIME; OA.ST>NG TO GRADE SHALL 6E A01COMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, EiR<CKS A;14D MORTAR QNLy. BRICKS SH -ALL BE STAGGERED TO CREATE A RUNNING BOND OR 112 BOND. THE FSC QF..SHIMS IS PROHB TED. AN TARY SEWER VANHOLES SHA _L HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WiTH A H:GI SOLIGS `IRETHANE (:GATING; WASSER MC—AROSHIELD OR APPROVED EQUAL; COLOR Or COAT NG SHALL BE WHITE B. RUBBER (>ASKETED JOINTS SHALL BE IN CONf"ORMANCE '07-H ASTM C-443. 3, CHANNEL HEI AIT SHALL BE A MINIMUM OF /4 O ?HE >N`_sIDE DIAMETER OF THE LARGEST PIPE, li,l COONNEC1iON S TO t.9ANI~iOLE SHALL BE MALE .SINi: Grit ADAPTOR, KOR—N—SEAL BOOTS OR f-'sPP OVEI ) EQUAL. 1. IN LAN€MPRCVED AREAS, MANHOLES SHALL ALL Ex.TEND A M!N:MUM OF S" AND A MAXIMUM OF 12" ABOVE RNISHEO GRAPE. OR bill.: ST HAVE A MftML.1At 2' DIAMETER CONCRETE RINGS POUREiLl AT GRAD1. IN PAVED AREAS, COVLR MJ5T 'SLOPE IN AU IDIRLr TUNS =0 MATCH PAVING. 0, PUBLIC WORKS I 3Ti) PIAN400.1 STANDARD SANITARY MANHOLE f.3FPt1R'i°MENtI" € N. SEPTEMBER 201111 ��' F CALF 811 BEFORE YOU SIG! OFFE ENC-,INEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARE ELL OFFE, P.E. INTERSECTION STA. 10+00.0, NE 13TH STREET STA. 2+54.47, KENNEWICK AVE. NE IE=226.16,v 8" EX.) IE=226.26, 8" I1EW) SSMH #1. STD. MH -48 STA. 10+40.0, 2.5' RT. RIM=236.26 IE=228.72, 8" IN) IE=228.62, 8" OUT) 1260 ABANDON EXISTING SIDE SEWER AT %A/ 1.1 Mir— Mr—M DIT/ C`TAAIMAMMC` STA. 0+63 IE=235.50, 6" INSTALL SIDE SEWER W/IN EXISTING SIDE SEWER PER CITY 12" D.I. SLEEVE UNDER ROCKERY DRAWING S-01440 FOR WIDTH OF ROCKERY TO BE ABANDONED AFTER NEW SEWER IS ACCEPTED BY CITY OF RENTON 255 W0 0 2.5' RT. RIM=252.82 z IE=245.58, 8" OUT) IE=245.75, 6" W 0 :D Z _.. I)F: 18 Li QgV) LliU 250 Y � z U_ 0 -3:- �C'j � = W0 W I W IY Y Z LIJ 245 �z 240 I 23:5 ' II II II l� 230 ►I 4pLF • ; $ 9 pq0 225 I I LTJ ,5 @' SSM(-, #1, STD. MH RIM=236.26 EX. MH IE=228.72, 8 SIN) RIM -235.86 IE=228.62, 8"e`OUT) 10+00 IE=226.16, 8" EX.) IE=226.26, 8" NEW) L. oue0000l 11100 ° P y° GOA Ae o 0 0 e ... o • Z o 0 o o 0 0 0 27460 0 0 0 0 0 0,F°oc/ST0R o L'o� S�/4NA0��-� 04/25/2015 N0. NE 13th STREET 11+00 I SURVEYED: SCALE: -- SITE SURVEY&MAPPING SCALE DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. OPIE ItCH CHECKED: AT FULL SCALE IF NOT ONE WCC REVISION BY JAT E A P P R APovED: SCAB "iDC°'LY VVVr.A : NAVD 19M HORIZONTAL: NAD 1983/1991 DATUM 2 +0 F-- 0 Z 00(o J gad �L0r�- J�� N N W W 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 SSMH l S I'D. MH -48" STA. 12+37.0, 2.5' RT. RIM=252.82 IE=245.58, 8" OUT) IE=245.75, 6" IN) X09 All 4R- CITY C - REN]ON Planning/Building/Public WorKs Dept. 255 250 245 240 235 230 22'_�' (MIN. FF=257.00 STA. 0+00 I F= 252.0, 6" UTILITY CONFLICT NOTE: PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS I >.dAN 1 FOOT. GRAPHIC SCALE o ,o zo ao I inch = 20 fee I RECOMMENDED FOR AP-DROVAL. By`Zdaj. . Date; B Date; S••Zp/ By; Da ;e By-, Date: SHELDEN SHORT PLAT SCOTT DONOGH HOMES, INC. SEWER PLAN & PROFILE 1318 KENNEWICK AVENUE NE 0 7/2015 PAGE: -A SHEET: _.. I)F: 18 p 00 LO q;t O O ,ql. T Q J fr 0 2 (n Z W D J W Z Cn SEWER GENERAL NOTES 1. ALL WORK AND WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4 A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBT' II\' STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE Jute SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 2. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS JNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROP._ \u r PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. 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 r ADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYI CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2 FOOT DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. ?" CLAS * 2/f - CLA 1 CLA CALL 81 1 BEFORE YOU DIG! 1, 1' MIN MIN rMIN 1 MINIMIN 6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE * SEE DWG# HR -05 FOR MINIMUM STANDARDS OF CURB OR OF PAVEMENT 2" CLASS 'B' ;ENTER LINE OR ANE LINE r- 6.5' MIN. - 1' 1' 2.5' 1' 1' MIN MIN r MIN � MINIMIN * ACP CLASS `E' OR 'B' 'X� � \ I 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER TYPICAL PATCH FOR FLEXIBLE PAVEMENT WHEN PERPENDICULAR TO ROADWAY CENTERLINE ADOPTED CITY OF MMN ,p srANDAM PLANS N m LST DATL: 12/96 DWG, NAME: HR -23 SP PAGE: H032A TYPICAL PATCH FOR FLEXIBLE PAVEMENT N.T.S. OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT- DARRELL OFFE, P.E. L. yi0000000 0� 000<l h/Nc°�'� 0 P l� a� o ° 0 z° 0 0 0 0 27460 ° 0 0 o ° ° c�STER�°°�,� Fss��NAL°°�-� 02/23/2015 NO. REVISION BELTHOLE::S -";S EQUALLY SPACE:, 'eO* APART UN 23 i. (586mm) DIA B.C. (SEE DL AIL) t `tea RE TON O SEWER COVF'i f FRAME P 4N 25' DIA. 1/4' 8 3/4' (64mm] .I. Y I• -OVER SECTION VIEW A '641rnr 1 1/16, ---1/4` '6-)�s> TIiA C27r�r* NEOPRE`.E CASK[' I 6" 5�4 3r`8' D�tl,;w N...,,.I [16mml `,)94r COVER BOTTOM VIEW F(3) BI:..T SCTC . '\AL:L N HEAD) 5/8".11 :X 1.5 SS RUBBER 'BASHER EON BOLTING DETAIL 1-l4' 1 1/16' 4, 1I'B" CR3mIn'j GASKET GROOVE DE"'AIL :s6 rr<<• NOTES: `RAME SECTION VIEW 1. ALL C OVEw,,, SHALL SE. LOCKING LID PER E At:,' JORDAN IRON WORKS NC. Na. 371701 OR EQUAL. 2, USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). N U c,. ," >s..1C NiORKO AR`rMENT SM. PLAN -- 401 MANHOLE FRAME AND COVER DECEMBER 2008 SURVEYED: SURVEYED DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. CHECKED: BY DATE I APPR APPROVED: SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY - W (SEE NOTE 7) - LIMITS OF PIPE ZONE BEDDING MA I LRIAL FOR s - SANITARY SF -WLR PIPE (SEE NOTE 5) O.D. OF PIPE I=OUNDA-110N EVEI_ ; E - „ 6 BEDDING FOR SANJARY SEWER PIPE NG'ES: , ."ROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. J. COMPACT BEDDINGi MATERIAL TO 35% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PPE INSTALLATION SHALL BE PER SECTION 7-08 ,OF THE' STANDARD SPECIFICATIONS. 5. PPF ZONE MATERIAL SHALL BE "URAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN THE AGGREGATES SECTION OF THE. STANDARD SPECIFICATIONS OR PEA GRAVEL., 6, P<PE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW 1NE IS MA€NTAINED. I IRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF FHE STANDARD SPECIFICATIONS. SrD 406 + `UBC WORKS PIPE BEDDING r DEPARTMENT FOR SANITARY SEWERS 1 ..,_. OCTOBER 2012 i : ,r+� BLOCKING PROPERTY UNE I 3.-0„ SIDE OUTLET TEC FUTURE 6" BUILDINQ SEWER PIPE I BUILDING SEWILR VAIN TEE WITH 6- SIDE (it1TL.ET � �6*XI5"XI5-WYE '�-•2' X 4" 5TI.�G MARKING POST FAINTED WHITE WITH THE WORD "SEWER' STENCILED 'ACE SURF CLEAriGU' 0 IH CAST `RON RING do COVER 1HIGH BLACK ARE STUD WRAPPED AROUND SHLETTERS AND (EAST JORDAN IRON WORK EXTENDED TO THE SOP OF THE STUD, g2975 OR APPROVED EQUAL, Ck 5PEClf Y 'SEWER" ON UD, SEE STD. PLAN 403.1 FOR d!)L ING SEWER i INSTALLATION) ACCEPTAPA-E. PROCEDURES FOR SIDI` SF F.H CONNEc:TIONS TO MAIN LINES ARE AS FOLLOWS: A. VITRIFIED CLAY MAIN -- CLOT IN A NEMA+ SE4:TION OF SEWER MAIN WITH A NEW TEE USING` FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). 8. CONCRETE FAIN CUT N A NEW SECTION OF SEWER MAIN NTH A NLW TEE USING fUXIBLE COUPLINGS (F"EJRNCO OR APPROVED EQUAL). C. PVC MAI? - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW TEL USING RIGID COUPLINGS. D. DUCTILE IRON MAIN CURE -DRILLED 1M11H A ROMAC SADDLE. (OR APPROVED EQUAL) F. MANHOLE CCNNFCTION - ALL CONNECTIONS TO MANHOLES SHAI..I.: BE AT MANUFACTURED KNOCK -OUTS OR nIE STRUCTURE SHALL BE CURE- GRILLED, /-60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCT1LE 'RON PPE. 3:5 MIxCONCRETIF ,r+� BLOCKING SIDE OUTLET TEC :�L WER ' MIN. VAIN i= L:EvATI-O SEWER MAIN NOTE UNLES`� OTHERWISE" SHOWN ON PLAN, SIDE SEWER SMALL. HAVE A MINIMUM 2.5' COVED AT PROPERTY LINE OR 3.. _' LOWER THAN "ISE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. O t" now ►ilm 5.i np HORIZONTAL -- ------- --------------- ------------------------------ STANDARD SIDE SEWER r PLII3L�C WORKS +(, INSTAL.LATIII N t ;'A1tI`blE i`i (SEAMIER MAIN TO PROPERTY LINE) VERTICAL: ?"VD 19W HORIZONTAL: NAD ,9,1991 T R C I I Y OF RENTON DATUM Planning/Building/Public Works Dept. SM. PLO - 406,1 JANUARY 2013 R-3158 10 RECOMMENDED FOR APPROV By: Date:- /_ X.Z& By: Date: _.._ By: Date: By: Date: SHELDEN SHORT PLAT SCOTT DONOG H HOMES, INC SEWER 'ETAILS / NOTES 1318 KENS. WICK AVENUE NE 02/23/2015 FIELDBOOK: PAGE: DRAWINr NO: HEED:OF: ,� 18 K 00 qql' L0 qqlO O qqtT A PORTION OF THE SW 1/4, SE 1/4, SECTION 5, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON I AAPCiRAFZY ?" GA VAINI/E=:I7 F' - Pi -ANG 2" GATE VALVEE F.NISHED GRADE ELEVATICN 71 77- r :NS`ALL 2" PL�X ON 10E BLIND LANGt- ,ITER RE'VGVAL OF RGLYPIG ' 3 V:N. t'10V R G_''€NCH li3AMEI--R AND UNSER; r 4 FT VN. C€ VFR (12_-^;NCd DIAMET_R AND 0VFR) ff, l y 8 V -W WA iii MAIM ='o# YP G ' SIZE Uk• VERUCAL CRaSw S~Aii 8 'HE SAWAS SUL O} WAIN L'NL VLRACAL CI?OSS (Mi X i"L) ONE :._IND ELANCE ON TIC':ti CROSS, *7H 2" TAP & 2" -TV+`kMAR" z5 -QW s ASS -VOL' `t I MOVE BLCW--Uri` ASSLIvBLY ANS NSTA,.- 2" A,-JER RLVOVA 0:'-LEA-N:Ns i.LY C a' E u;_I'~IL I'kANGt ON COAG': `s C;RUSS CONCRETE BLOCKING ALL DEBRIS AND 13 1.' °;US SHALL BE REMUVED FROM Slid U�: BERT{CA- i;RQStt - L)ISft LCTI0N Df NLW WA'Lr? MAN ' BTO. PIM — 300.6 ^at�� z�� POLY PIG STATION FOR CLEANING OF A - WATER MAINS y { E FIRE HYDRANT ASSEMBLY SM. PLAN 910.1 MAPIN OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. 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 CALL BEFORE YOU DIG: 811 V V. \ 1 \ V \/ 1 \/ 1 19 . V V` .... • V` V I V 1 1 1 v v /'1 I I- I\ Ii L_ EA vt • L. /\ 1 I L [A FORCES. CASING v I W I �I NOTE: AL •TRENCH RESTORATION SHALL BE PER CURRENT CITY OF k,ENTON -S i REST OVERLAY AND TRENCH RESTORATION DETAIL T. - I �;H k ... e r� LLLr -"Y- .k w R AC" -nn"wmaw 5 _ k 4' _ ; # N6 i FIRE HYDRANT ASSEMBLY SM. PLAN 910.1 MAPIN OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. 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 CALL BEFORE YOU DIG: 811 V V. \ 1 \ V \/ 1 \/ 1 19 . V V` .... • V` V I V 1 1 1 v v /'1 I I- I\ Ii L_ EA vt • L. /\ 1 I L [A FORCES. CASING v I W I �I NOTE: AL •TRENCH RESTORATION SHALL BE PER CURRENT CITY OF k,ENTON -S i REST OVERLAY AND TRENCH RESTORATION DETAIL ?55 w o NE 13th STREET *..0 ,�ll °c�; MIASy�Nc0 ° '.� 0 P , l0 o C� 0'?0 `� °. o � o 0 o ° ° 21460 e O 00c�s� ss/0NAL ° C x/25/2015 NO. CALL 8 1 1 YOU Uiv� 11+00 R-3158 I I - SITEMSURVEY&MAPPING SCAM SCALE DESIGNED: D.L. OFFE, P.E. - - - -_ DRAWN: D.L. OFFE, P.E. ONE INCH _J CHECKED: AT FULL SCALE IF NOT ONE INCH REVISION BY DATE A P P R 1 APPROVED: SCALE ACCORDINGLY 12+00 VEWr.4 • NAVD 1988 HOFMWAI NAD 1983/1991 DATUM UTILITY CO N FLI r'T NOTE: PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. 255 250 245 1011t,m ALL W 6JER SERVICEc- SHALL BE 1 " SERVICE LINE �cR CITY STANDARD DETAw !!,320. �\LL WATER METER;: HALL BE I N SIZE Foic F��c C spr2� nJ r R CITY 0E RENTn�`J Plon►iing/ Building/Public Works Dept. 131 J GRAC A LL 4i, me — 20 Aet RLCOM�l OR k--IROVA, By., immOV" Datel 5 BY i Date: 5 B Y; 54--- Da,le P2 -19 By: Date: SHELDEN SHORT PLA 1 04/25/2015 SCOTT DONOG H HOMES, INC FIEL08OOK- - PAGE: DRAWING Nr W TER P'_.�N PROFILE 1%18 KENNEWi(. AVENUE.. SHEET: 1 .I W ,�Nt _ / O O qqT f :I) `.:111, :KL Rous SHA.i,K; F RODS TV i T HR A.) 8" ---\ U. ? 5''5 I riI � ! d TYI'� .3 1LCK NG VCR 'ER. ICAL BENDS � f CG vp E� i v) zo E ca l` 63 wC 't ua C7 II` F i C3 t? id t, vi u rt - ca. > c P. , CONCRETE BLOCKING FOR VERTICALSM- PLAN- 330,3 t DEPARTMENT FITTINGS _.✓ MARCH 2010 WATER PLAN GENERAL NOTES � Standwd pian No, 300 1. ALL WORK AND MATERIALS SHAH. BE IN ACCORDANCE WITH THE LATEST EDMON OF THE CRY OF RENTON pmm wom STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD AMENDED BY THE CRY OF RENTON. A SET OF CITY APPROVED PLANS SHAD. BE KEPT AT THESITE 04M SAS IS IN PROGRESS. A PRE4MNSTROCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF RATION AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NEM COIYSTRt1CTION, THE CONTRACTOR � PRIOR TO CUNSTRUCTI[)N, 2. ALL EXISTMIG UTILITIES SMALL REMAIN IN SERVICE DARING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CALL 1-x-424-5555 TO VERWY UTILITY LOCATIONS BEFORE MINNING OXCAVATION, CONTRACTOR SHALL 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND "CATALOG CUTS" FOR ALL MATS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON AND MATERIALS OWSiff. PRIOR. TO BRMIGNNG ANY 4, ALL WATER MAIN PIPE MATMUALS SHALL SE CEMENT LINED DUCTILE fRON PM T1i 4• PIPE OIN'TS SHALL BE PUSH -0N OR MEQ 10NdT. CAST IRON OR IC1aIS CLASS 512 PER AWWA C iS1 AND C PER ANSIjAWWA C110/A21.10-R2. ALL DUCTILE IRON PIPE AND F DUCTILE IRON POE FtTTMIGs SHALL BE CLAS �4 AS POLYETHYLENE PLASTIC PER AWWA CUM STiANDAR06, TTTNYGS SHALL BE WRtt B•MA eiACI4 TUBE-TifPE, S, MINIMUM COVER FROM TOP OF WATER MAN€IS TO FWIi1SHEfl GRADE SHALL BE 36 INCHES FOR Pipf DIAMETER OF 12 -MICH AND LARGER, AND F MAXIMUM CO FOIi P DIAMETER OF 10 -NIGH OR LESS ANY DEifT1AT NS MUST BE APPROVED BY THE CXT1► OF PENTON VER � ALL WATER MAWS SHALL BE 60 N� 0*s. THE PROFILE OF THE WATER MANY SIFiALL BE PRKLR TQ CONSTMTt CTIUN. WNW UTILRY C+ miucTs OCCUR,. PSE D LECRON SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S TO CLEAR CpEi UCiS AND To PROS MWSWM CDVEI . BACKFILL SHALL BE COMPACTED TO 9S PERCENT UFACTURER'S SPE TERMINED FOR SIZE OF PIPE USED, ALL TRENCH 1N1`THOC3 {MDO} IN ROADWAYS, ROADWAY fillAXli►AiNbt DRY 01=NSITY AS pETERMiNED BYTHE M0MM PROCTOR TEST AREAS, ALL PIPE ZONE COMpACI M SHALL BE MDDD. ROADWAY PRISM AND DRIVEWAYS, AND 85 MKIM MDD IN UNPAVED 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, *$TIAU.ED AND POURED IN PLACE IN ACCpRQANCE RENTON STANDARD DETAILS AND SPECMKJITIONS AND SHALL BI: INSTALLED AT ALL VERTICAL WITH OF AND BASE OF HYDRANTS. MEGA -LUSS {OR SNYRLAR PROD ALL MAY IIIE REQUIRED ON Aii, AAEC111WICA<,IpR�S ���r Ftl'i�1IG5 CONCRETE BLOCKING, ADDtTK)N TO 7. ALL NEW WATER MAIN PIPES AND FIT,,,WGS SHALL HAVE A FOAIM PIPE PIG RUN THROUGH THE gII PRIOR TO BEING DISINFECTED, AND TESTED. CLQ, PRESSURE AND PURITY T1sTWG SHALL BE DONT: IN THE PRESENCE OF AND FLUSHED, SUPERVISION OF A CITY OF PENTON UNDER THE CORPORATION STOPS, BLOW -OFF ASSEM INSPECTOR. � CONTRACTOR SHALL. SUPPII.Y, STALL AND RN�IOVE CONNECTION SHALL BE MADE MIWEEM NEW MAIN OR TESTING AND POINTY ACCEPTANCE, t+IrO WEEN THE NEW WET TAP VALVE TO AN EXISTING MAN UNTIL THE NEW PIPING HAS BEEN D, , FLUSHED, AND PASSED BOTH PIiESSt)RE ANp pJIM TEMM. 8. NEW WATER MAINS INCLIJUNG SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 M ABOVE � THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETfOOF MUTES WITH A MAXIMUM OF S PSI PRESS( DROP D� AND THEFT WATER SAMPLES SHALL K TAKEN FOR PURITY TESTMITHE THEE PRESSURE TEST, THE LINE SHALL BE DLSNrFECTED, FLUSHED BY # PUBLIC WORKS MISPECTOR. , 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILRY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PIIIOR TO MAKING CONNECTIONS TO THE EXLS7'ING WATER MANY AND FFtTINGS AT THE CommEcrm POINT BEFORE ITEM' THE COQ SHALL OCPOSE THE � WATER THE FMIAL COIIMIECTION. THE ERING THE NECESSARY ADAPTS AND F�,S REQLfMRED FOR ALL MATERIALS CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATER A !S AND PROV" SF"" AND REQUMtED FOR THE CITY OF PENTON TO PERFORIN THE CONNECTION TO THE ppSW WATER S1I5'i'EM, THE CONTRACTOR SMALL PROVIDE AND INSTALL BACKFILL„ CONCRETE SLOCKM, ANDCOMPLETE SLW#ACE R#SII,AATION. !i 1 PUBUC WORKS SM. PLAN -• 300.0♦1 DF.PAR'?'MFNT WA7'LR PLM MAk4'H 2010 OFF EERS 13932 S, , r RENT+_`�JTHEAST 159TH PLACE p ?,N, WRSffiGTON 98058 CONT. ,HONE: 425-260-3412 ACT: DARRELL OFFE, P.E. cX;�'IN- WATER - RE €'I AN v -F * TEST C L-C'A_ NC $:Ni 41 N f.AN(3:. i)t, 61-- 2 -TAP 13t`iLfx1}; r Vdi€?f Aid do �UCCK if f, ? Li t Lx W/ ( t r 1 C,ATEA..tiS Fix!v 2 SC)L D .EE11E ;I.i, r ;:F �ti Ac: ;VJ ) LMP, J_QCK 1107ER L:NE f RV, OVtCw WI -H mJ) c INA WATEFR 1TNx i € + , 1, , ` €CONNECTION YO WATER EFZ MANN CUT �. PLS - 300.2 70 IN-LINE TEE & ONE VALVE t 1' 1/4" U L N D - I '2' 3I N%1 4b" iIL1 . t. t r CAP TE 90" "HRI ST BLOCK 3EARlNC AREA ?tv SL1liAR1 FEET (SEE VOTES) FOR H%f ZONTAL ANO DOWNWARD VERTIC:A- BENCS SOL FRm :N � Ca FIRM srt y omOACT SANC 4S 8F4 COW -PAC- 'SANO & RAVrL TING ANO Tkc CAR {3R f=_UG do �2 ? f2 ITTEhiJ ITE CA OR PLUG 2 T'Z' f3 Nii fE£ CAP :rRt:NI G ,. 22� fZ' >S s_ t3.3 4 t. T BEND t - 9.� 3.B Tx. a.?. aT --I- z w E3 25.3 7.7.6.) ' I? 'r.. $.�.4 _._.0 %� 5 --r_ = 18.8 1B F3 ti &.3 >3 3 . ..w 2.;.. AREAS CALCULATED ON 3G0 PSi TEST PR' RE, 3'-0' MIN. COVER FOR WAaERM41hCLESS �?_i : N t 2' � h•� 4` D" MIN, COAR FOR WATERAAAIN 2' C* "AT£R. VAX bzE?GOi Of THRUST BLOCK (FT) 7EI}TH (A T.R C Vigil MIN. HF1Ca T Zf THRUST 8.i3CfC (FT) ., +^t.1;• }IROS' tlt(�t� Af21F2� � IN SQUARE i"Fi^'F i. i.00ATION AND S17F OF B:OCKING ,ARCFR THAS 12"')IAA0.F > A# IJP :Tai 'Ypf D'FFER£.'VT THAN SHOWN SHALL HE DETERMINED BY THE £NUNE£R. 2: Al... Bt.00K tai. :I AI.. $f: PoT ,RCI) IN PLACE. AGAINST UND STI, Qr f') NATIVE :�.hi♦t 3. ALL Tlik.l57 8LOLKS S~fAJ.. i3E: UACK11I,,L E) Af T1R MIAs. 1 "AY. Pkw S;S %L E S'"C' OCCUR AFTER CONCRETE NA5 I_ACu£D NOMINAL r,()mpRES%vE CTI-. All BLOCx=NG � At: BF CONCRETI' C.. s 931 OCKA'w' AI AIN!31 fITTINGS "ASI [)i:.A} As3AIIVS[df., ai;x; 9aG;I. ARt �? �'OSSi)N E C A..l NOT d:OWN k i f`NCU)SE BF €.1. ENDS. , J�3INT Be,):.T S (TFT-U..ArNDS f+2-AS(;l1Ai31E ACC;, TO 6VLTS ANI) aANE S SHAL. i3E PRC)' DE3 C), CONCRETE BLOCKING FOR STD, PLAN 30.2 HORIZONTAL AND DOWNWARD VERTICAL. BENDS = I G" y�L .. h ..0 A' y•� e v • o 60 0 '�1;6,.Q .,� 27480 O eoo ._/STE�:*v� sSIdjgo*** o ''�' 02/23/2015 N0. 2'' CLAEE #2„ CLA, C CLAII 1 1 I' 2.5' 1'1' IN41N I IN MIN MIN�MIN OF CURB OR OF PAVEMENT --------------- 2" CLASS 6.5' MIN. ;MIN 2.5IM11N MIN I KiIN MIN ACP CLASS `E' OR `B' 6" CRUSHED \ SURFACING TOP COURSE \"--CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER - N i ER LINE OR SNE LINE TYPICAL PATCH FOR FLEXIBLE PAVEMENT 6.5' MIN. -�- - WHEN PERPENDICULAR 2" DEPTH OF HTO GRIND OR SAWCUT AND REMOVE ROADWAY CENTERLINE (rjje*0w%iy0")N-ADOPTED CITYOF PENTONSTANDARDPUNS SEE DWG# HR ---05 FOR MINIMUM STANDARDS LST DATE: 12/96 DATE REVISION 8Y PPR DWG. NAME: HR -23 SP PAGE: H032A 4 TYPICAL PATCH FOR FLEXIBLE _ BLE PAVEMENT N.T.S. A A P _ AN _VJEyy%p _. .-'' -AL"VE- E30X _ID VOTH ONE INCH F AT FULL SCALE OR 11 1/4* tit 2.21/2* 2' ER i HCAL HE.NDS /• V, ....... .E ACCORDINGLY N iL 10cLL_- E Lu f� ,7 - - T `- w Lae ..'"S ;N PAVED AREAS O IJ <-E CAS- iRCN VA VE u f B(- RICH--'SEATT-E TY --)E } 3.0 .1� 2 , 1L.. 2t. a ... 3/'A S� _ ... PIC' R t N rS C T -i A MIN. THICK - <221 2 : 43 31 2 3f 24 ' ;Ii1t s ' 64 4 30 '22s 2 1115 5 �..... f t � R OF S1 fA KLL ROD i3LND SHA.i,K; F RODS TV i T HR A.) 8" ---\ U. ? 5''5 I riI � ! d TYI'� .3 1LCK NG VCR 'ER. ICAL BENDS � f CG vp E� i v) zo E ca l` 63 wC 't ua C7 II` F i C3 t? id t, vi u rt - ca. > c P. , CONCRETE BLOCKING FOR VERTICALSM- PLAN- 330,3 t DEPARTMENT FITTINGS _.✓ MARCH 2010 WATER PLAN GENERAL NOTES � Standwd pian No, 300 1. ALL WORK AND MATERIALS SHAH. BE IN ACCORDANCE WITH THE LATEST EDMON OF THE CRY OF RENTON pmm wom STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD AMENDED BY THE CRY OF RENTON. A SET OF CITY APPROVED PLANS SHAD. BE KEPT AT THESITE 04M SAS IS IN PROGRESS. A PRE4MNSTROCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF RATION AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NEM COIYSTRt1CTION, THE CONTRACTOR � PRIOR TO CUNSTRUCTI[)N, 2. ALL EXISTMIG UTILITIES SMALL REMAIN IN SERVICE DARING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CALL 1-x-424-5555 TO VERWY UTILITY LOCATIONS BEFORE MINNING OXCAVATION, CONTRACTOR SHALL 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND "CATALOG CUTS" FOR ALL MATS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON AND MATERIALS OWSiff. PRIOR. TO BRMIGNNG ANY 4, ALL WATER MAIN PIPE MATMUALS SHALL SE CEMENT LINED DUCTILE fRON PM T1i 4• PIPE OIN'TS SHALL BE PUSH -0N OR MEQ 10NdT. CAST IRON OR IC1aIS CLASS 512 PER AWWA C iS1 AND C PER ANSIjAWWA C110/A21.10-R2. ALL DUCTILE IRON PIPE AND F DUCTILE IRON POE FtTTMIGs SHALL BE CLAS �4 AS POLYETHYLENE PLASTIC PER AWWA CUM STiANDAR06, TTTNYGS SHALL BE WRtt B•MA eiACI4 TUBE-TifPE, S, MINIMUM COVER FROM TOP OF WATER MAN€IS TO FWIi1SHEfl GRADE SHALL BE 36 INCHES FOR Pipf DIAMETER OF 12 -MICH AND LARGER, AND F MAXIMUM CO FOIi P DIAMETER OF 10 -NIGH OR LESS ANY DEifT1AT NS MUST BE APPROVED BY THE CXT1► OF PENTON VER � ALL WATER MAWS SHALL BE 60 N� 0*s. THE PROFILE OF THE WATER MANY SIFiALL BE PRKLR TQ CONSTMTt CTIUN. WNW UTILRY C+ miucTs OCCUR,. PSE D LECRON SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S TO CLEAR CpEi UCiS AND To PROS MWSWM CDVEI . BACKFILL SHALL BE COMPACTED TO 9S PERCENT UFACTURER'S SPE TERMINED FOR SIZE OF PIPE USED, ALL TRENCH 1N1`THOC3 {MDO} IN ROADWAYS, ROADWAY fillAXli►AiNbt DRY 01=NSITY AS pETERMiNED BYTHE M0MM PROCTOR TEST AREAS, ALL PIPE ZONE COMpACI M SHALL BE MDDD. ROADWAY PRISM AND DRIVEWAYS, AND 85 MKIM MDD IN UNPAVED 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, *$TIAU.ED AND POURED IN PLACE IN ACCpRQANCE RENTON STANDARD DETAILS AND SPECMKJITIONS AND SHALL BI: INSTALLED AT ALL VERTICAL WITH OF AND BASE OF HYDRANTS. MEGA -LUSS {OR SNYRLAR PROD ALL MAY IIIE REQUIRED ON Aii, AAEC111WICA<,IpR�S ���r Ftl'i�1IG5 CONCRETE BLOCKING, ADDtTK)N TO 7. ALL NEW WATER MAIN PIPES AND FIT,,,WGS SHALL HAVE A FOAIM PIPE PIG RUN THROUGH THE gII PRIOR TO BEING DISINFECTED, AND TESTED. CLQ, PRESSURE AND PURITY T1sTWG SHALL BE DONT: IN THE PRESENCE OF AND FLUSHED, SUPERVISION OF A CITY OF PENTON UNDER THE CORPORATION STOPS, BLOW -OFF ASSEM INSPECTOR. � CONTRACTOR SHALL. SUPPII.Y, STALL AND RN�IOVE CONNECTION SHALL BE MADE MIWEEM NEW MAIN OR TESTING AND POINTY ACCEPTANCE, t+IrO WEEN THE NEW WET TAP VALVE TO AN EXISTING MAN UNTIL THE NEW PIPING HAS BEEN D, , FLUSHED, AND PASSED BOTH PIiESSt)RE ANp pJIM TEMM. 8. NEW WATER MAINS INCLIJUNG SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 M ABOVE � THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETfOOF MUTES WITH A MAXIMUM OF S PSI PRESS( DROP D� AND THEFT WATER SAMPLES SHALL K TAKEN FOR PURITY TESTMITHE THEE PRESSURE TEST, THE LINE SHALL BE DLSNrFECTED, FLUSHED BY # PUBLIC WORKS MISPECTOR. , 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILRY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PIIIOR TO MAKING CONNECTIONS TO THE EXLS7'ING WATER MANY AND FFtTINGS AT THE CommEcrm POINT BEFORE ITEM' THE COQ SHALL OCPOSE THE � WATER THE FMIAL COIIMIECTION. THE ERING THE NECESSARY ADAPTS AND F�,S REQLfMRED FOR ALL MATERIALS CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATER A !S AND PROV" SF"" AND REQUMtED FOR THE CITY OF PENTON TO PERFORIN THE CONNECTION TO THE ppSW WATER S1I5'i'EM, THE CONTRACTOR SMALL PROVIDE AND INSTALL BACKFILL„ CONCRETE SLOCKM, ANDCOMPLETE SLW#ACE R#SII,AATION. !i 1 PUBUC WORKS SM. PLAN -• 300.0♦1 DF.PAR'?'MFNT WA7'LR PLM MAk4'H 2010 OFF EERS 13932 S, , r RENT+_`�JTHEAST 159TH PLACE p ?,N, WRSffiGTON 98058 CONT. ,HONE: 425-260-3412 ACT: DARRELL OFFE, P.E. cX;�'IN- WATER - RE €'I AN v -F * TEST C L-C'A_ NC $:Ni 41 N f.AN(3:. i)t, 61-- 2 -TAP 13t`iLfx1}; r Vdi€?f Aid do �UCCK if f, ? Li t Lx W/ ( t r 1 C,ATEA..tiS Fix!v 2 SC)L D .EE11E ;I.i, r ;:F �ti Ac: ;VJ ) LMP, J_QCK 1107ER L:NE f RV, OVtCw WI -H mJ) c INA WATEFR 1TNx i € + , 1, , ` €CONNECTION YO WATER EFZ MANN CUT �. PLS - 300.2 70 IN-LINE TEE & ONE VALVE t 1' 1/4" U L N D - I '2' 3I N%1 4b" iIL1 . t. t r CAP TE 90" "HRI ST BLOCK 3EARlNC AREA ?tv SL1liAR1 FEET (SEE VOTES) FOR H%f ZONTAL ANO DOWNWARD VERTIC:A- BENCS SOL FRm :N � Ca FIRM srt y omOACT SANC 4S 8F4 COW -PAC- 'SANO & RAVrL TING ANO Tkc CAR {3R f=_UG do �2 ? f2 ITTEhiJ ITE CA OR PLUG 2 T'Z' f3 Nii fE£ CAP :rRt:NI G ,. 22� fZ' >S s_ t3.3 4 t. T BEND t - 9.� 3.B Tx. a.?. aT --I- z w E3 25.3 7.7.6.) ' I? 'r.. $.�.4 _._.0 %� 5 --r_ = 18.8 1B F3 ti &.3 >3 3 . ..w 2.;.. AREAS CALCULATED ON 3G0 PSi TEST PR' RE, 3'-0' MIN. COVER FOR WAaERM41hCLESS �?_i : N t 2' � h•� 4` D" MIN, COAR FOR WATERAAAIN 2' C* "AT£R. VAX bzE?GOi Of THRUST BLOCK (FT) 7EI}TH (A T.R C Vigil MIN. HF1Ca T Zf THRUST 8.i3CfC (FT) ., +^t.1;• }IROS' tlt(�t� Af21F2� � IN SQUARE i"Fi^'F i. i.00ATION AND S17F OF B:OCKING ,ARCFR THAS 12"')IAA0.F > A# IJP :Tai 'Ypf D'FFER£.'VT THAN SHOWN SHALL HE DETERMINED BY THE £NUNE£R. 2: Al... Bt.00K tai. :I AI.. $f: PoT ,RCI) IN PLACE. AGAINST UND STI, Qr f') NATIVE :�.hi♦t 3. ALL Tlik.l57 8LOLKS S~fAJ.. i3E: UACK11I,,L E) Af T1R MIAs. 1 "AY. Pkw S;S %L E S'"C' OCCUR AFTER CONCRETE NA5 I_ACu£D NOMINAL r,()mpRES%vE CTI-. All BLOCx=NG � At: BF CONCRETI' C.. s 931 OCKA'w' AI AIN!31 fITTINGS "ASI [)i:.A} As3AIIVS[df., ai;x; 9aG;I. ARt �? �'OSSi)N E C A..l NOT d:OWN k i f`NCU)SE BF €.1. ENDS. , J�3INT Be,):.T S (TFT-U..ArNDS f+2-AS(;l1Ai31E ACC;, TO 6VLTS ANI) aANE S SHAL. i3E PRC)' DE3 C), CONCRETE BLOCKING FOR STD, PLAN 30.2 HORIZONTAL AND DOWNWARD VERTICAL. BENDS = I G" y�L .. h ..0 A' y•� e v • o 60 0 '�1;6,.Q .,� 27480 O eoo ._/STE�:*v� sSIdjgo*** o ''�' 02/23/2015 N0. 2'' CLAEE #2„ CLA, C CLAII 1 1 I' 2.5' 1'1' IN41N I IN MIN MIN�MIN OF CURB OR OF PAVEMENT --------------- 2" CLASS 6.5' MIN. ;MIN 2.5IM11N MIN I KiIN MIN ACP CLASS `E' OR `B' 6" CRUSHED \ SURFACING TOP COURSE \"--CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER - N i ER LINE OR SNE LINE TYPICAL PATCH FOR FLEXIBLE PAVEMENT 6.5' MIN. -�- - WHEN PERPENDICULAR 2" DEPTH OF HTO GRIND OR SAWCUT AND REMOVE ROADWAY CENTERLINE (rjje*0w%iy0")N-ADOPTED CITYOF PENTONSTANDARDPUNS SEE DWG# HR ---05 FOR MINIMUM STANDARDS LST DATE: 12/96 DATE REVISION 8Y PPR DWG. NAME: HR -23 SP PAGE: H032A 4 TYPICAL PATCH FOR FLEXIBLE _ BLE PAVEMENT N.T.S. A A P _ AN _VJEyy%p _. [)�' . i•t,�j I. �N ._�a_Q ' L ' i N ;l" N EXTCEN SICI< S ARE 4EW REC I f- EN VAS°VE N;JT 1S COR"` THAN HREE y3) FEET 3ELOIW FINISH.- - : RADS EXT-NSIONS ARE O BE A M1.141Iv.0IV. : N 1`C)C [..�3'�i� . �N1" I...f:NF EX�tiNSICt Ta BE L SI". D PER VAI S?F NC?TF rt: l FXTIFN& )NS ARM MAD1=' UI L _ Sil f: AS NO -�;:o: 3AIN TJ W I WO CG,A IS Of V v MA <rF N0IW •. VA -VF MARKFRS S; ;At C EQL,-AL. U ILI Y MARKFP 'V A VL MA iICE R POS"r 1O 3L ALL M:�It: I €N'F VA _ VF S OJ ISiC3f: PA, i A �iF AS �,. VALVE SOX, MARKER & OPIL ATING PLAN 3M.1 �'. NUT EXTENSION - SURVEYED: SURVEYED DESIGNED: D. L. OFFE, P. E. DRAWN: D.L. OFFE, P.E. CHECKED: REVISION DATE AP P Rnow �ii APPRovED: SCALE: SCALL -- ~� .-'' -AL"VE- E30X _ID VOTH ONE INCH F AT FULL SCALE /• V, ARS IN D KE ,'-; `iON :)F ;VA TE f�!Ails ANG ORD : FR C A _� INT{) I T .E ACCORDINGLY N __.... E JNCRE17E COLLAR FOR ...i ..d... .i.rO" �r/�r°. ..'"S ;N PAVED AREAS ' �. j_.14 <-E CAS- iRCN VA VE I B(- RICH--'SEATT-E TY --)E } 1 PIC' R t N rS C T -i A MIN. THICK 2 1/4" INSIDE 'ALASU REIrfE .: }� f 2-1 /4" DLP "I A[ -VF OPFRATINC NL;T ti C-1 I ON .A--- A EXTI`NSIOV [)�' . i•t,�j I. �N ._�a_Q ' L ' i N ;l" N EXTCEN SICI< S ARE 4EW REC I f- EN VAS°VE N;JT 1S COR"` THAN HREE y3) FEET 3ELOIW FINISH.- - : RADS EXT-NSIONS ARE O BE A M1.141Iv.0IV. : N 1`C)C [..�3'�i� . �N1" I...f:NF EX�tiNSICt Ta BE L SI". D PER VAI S?F NC?TF rt: l FXTIFN& )NS ARM MAD1=' UI L _ Sil f: AS NO -�;:o: 3AIN TJ W I WO CG,A IS Of V v MA <rF N0IW •. VA -VF MARKFRS S; ;At C EQL,-AL. U ILI Y MARKFP 'V A VL MA iICE R POS"r 1O 3L ALL M:�It: I €N'F VA _ VF S OJ ISiC3f: PA, i A �iF AS �,. VALVE SOX, MARKER & OPIL ATING PLAN 3M.1 �'. NUT EXTENSION - SURVEYED: SURVEYED DESIGNED: D. L. OFFE, P. E. DRAWN: D.L. OFFE, P.E. CHECKED: REVISION DATE AP P Rnow �ii APPRovED: SCALE: SCALL -- ~� ONE INCH F AT FULL SCALE SCAB NOT ONE INCH 1 .E ACCORDINGLY VER I AL: NAVD 1988 HORIZONTAL, NAD 1983/1991 DATUM i J -A I 10 - GRADE APPROX.� 246.0 I , lb \ STORM WM=238.5 NEW 6" W 6" wEX.� w'm CONNECT TO EX. 6" WM W 6 SLEEVE TWT7 1 1.00' -12" STEEL CASIN ''''M' "' W/MEGALUGS & Cr NC. BLOCKING 0.25" THICKNESS) ` CAS ISG SPACERS _K CHO S6ALS k SV,IDs WA R CONNECTION TO EX _�_ r.� I5 I ,C CST i OF _ RENTON � d )Ing/Building/Public Works Dept. RECOMMENDED -OR APPROVA � By: s1�4/�5 � �!_�UUN _ Date: � BY'� Date:.1'ui'f� By: By: Date: SHELDEN SHORT PLAT 02 ?.cy / /2015 S ,OTT DONOGH HOMES INC, AELDOP 1 BOPAGE: 'VATE R DETAILS & NOTES )RAWING �: =18 KENNr=WICK AVENUE NE �ANn5CAP� IMPPOVFMFNi [�F IWA.LLFb �Y NIR PApT OF NIPPING PF ADOA JC CviK I/. -mCCc rte, r --C Or, <AIK IC r) INSTALL "TREE BOOT" OR "ARBORGARD" IN LAWN AREAS. PLANT TREE 1"-2" HIGHER THAN IN NURSERY WATERING BASIN SPECIFIED PLANTING SOIL UNDISTURBED GROUND 12" MIN. FOR WOOD — STAKES & 18" FOR REBAR STAPLE TREE PLASTIC INTERLOCKING TIES DETAIL PRUNE DISEASED AND BROKEN BRANCHES PLASTIC INTERLOCKING TIES SEE DETAIL ABOVE REMOVE BINDING TWINE & TOP 1/3 OF BURLAP. 2" SETTLED DEPTH WITH SPECIFIED MULCH FERTILIZER TABLETS (4-21 GRAM -20-10-5) ROOT DEF CTOR FOR TREES ADJACENT 0 SIDEWALKS -SCARIFY PLANTING PIT SIDES AND BOTTOM -6" DEEP, FIRM, NATIVE SOIL MOUND I . zx ROOTBALL WIDTH !� IN HEAVY SOILS, AUGER 8"x6' DEEP HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD InWITH PRIOR TO PLANTING. NOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES DEI-."IDUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE 1�Y n�VFLOPFp UNn�p COWPI'LIC110N UTILITY p�pM r LANP5CAP� NOTES 1 . CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEM4,StLVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOIr DISTURBING ANY UTILITIES ENCOUNTER'`D. Cf NTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIEF )CATION SERVICE PHONE 1-800-424-55510- 3. -800-424-55533. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL -OR 1 YEAR OR UNTIL FINAL INSPECTION ANI' ACCEPTANCE BY OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON -CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 6. SUBGRADE IS TO BE WITHIN 1/10- OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER TH ` ° . 2" DIAMETER. 7. 4"' DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. ROTOTILL INTI: OP 6" OF SOIL. 8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S CI "'CATIONS 10. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPIECIE OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELI, PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE tAARD'f UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITInNS 45 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 INSTALLING PROPOSED LOT TREES UPON COVPLETION OF THE PROPOSED HOMES. STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED BY DEVELOPER. 0 s IN m p�ANr SCNr�iu�� L/\Nb5CAP� IMPPOV�M�1\11'5 TO CSF IWA�L�P �Y NIMP\ A5 FAP\T OF NILPNG P PM 1" r.C'1ANICA, NAME COMMON NAME QTY 9zE pEMW:KS fP\E�5 CercidiphqIlum japonicum Katsura 3 2" cal dull and Matching Betula jacauemorrti* Jacauemoritii birch M 2" cal dull and Matching STATE OF Flowerinq pear 3 2" cal dull and Matching WASHINGTO Katsura 3 2" cal dull and Matching E D Serviceberrq 2 2" w z dull and Matching LAND H CT 14 11?��5 ppOVln�n l3 Q Q- z C11" z z oQ_mCL JE M. VAR EY CERTIFICATE No. 774 c~ S L V) coin o w o W o cn � cn OfoOf W V) Qf L/\Nb5CAP� IMPPOV�M�1\11'5 TO CSF IWA�L�P �Y NIMP\ A5 FAP\T OF NILPNG P PM 1" r.C'1ANICA, NAME COMMON NAME QTY 9zE pEMW:KS fP\E�5 CercidiphqIlum japonicum Katsura 3 2" cal dull and Matching Betula jacauemorrti* Jacauemoritii birch 3 2" cal dull and Matching pqrus callerqana 'Capital's Flowerinq pear 3 2" cal dull and Matching Acer Campestre Tv(�Iqn' * Katsura 3 2" cal dull and Matching Amelanchier grandiflora 'Autumn �rilliance'* Serviceberrq 2 2" cal dull and Matching 6 DOTAL X01"5 X 21,01MINIMUM - 12p�QUlp�n 14 11?��5 ppOVln�n 5&05 and 6P\OUNP cov�p\ Viburnum JaviJii* Pavid Viburnum 12 2 gallon Carex tes+,acea* Orange Sedge io 2 gallon Miscanthus sinensis Maiden Grass 26 2 gallon Nel ictotrichon sempervirens* 131ue Oat Grass 6 2 gallon I.avandula sp,�* Lavender 20 2 gallon Arctostaphullos uva-ursi* Kinnikinnik 660 I gallon Lawn dull and Matt:��nq dull and Matching FU1! arv' Matchmq dull and Marching dull and Matching dull and Marching/ plani, 30" o,c: Note; Adju5t grounol cov, oa5eol on iY 5tall eol drivewaq l ocat.iooz,.-: /Hpical t- �n� in Fac if � Nor�.hwe5� once e5�ab ,shed Con5 Jereol drought t R m 375813 �. PIC No p\\T20'-C,' 5H51ZL 2211 0411 0 20 4r0 HU r U_� ;c N U-) c0 N CDv N DESIGNER: JMV DRAFTING BY: JMV DATE: 11-6-13 SCALE: AS SHOWN SHEEP 1 3 OF 18, CIO c l3 s Q- S L DESIGNER: JMV DRAFTING BY: JMV DATE: 11-6-13 SCALE: AS SHOWN SHEEP 1 3 OF 18, 0 N S LEGAL DESCRIPTION rs GRAPHIC SCALE Q 10 ZO 4,0 11NCH = 20 FT. PARCEL: 334390-3365 THE EAST 105 FEET OF THE NORTH 1/2 OF TRACT 288 OF C.D. HILLMANS LAKE WASHINGTON GARDEN OF EDEN DIVISION NO. 4, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 82, RECORDS OF KING COUNTY; EXCEPT THE SOUTH 5 FEET; AND EXCEPT THE NORTH 142 FEET; TOGETHER WITH AN UNDIVIDED HALF INTEREST IN THE EAST 10 FEET OF TRACT 288; EXCEPT THE NORTH 270.03 FEET; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON PARCEL: 334390-2564 AND 334390-2563 PARCEL A:THE SOUTH 141 FEET OF THE NORTH HALF OF TRACT 268, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN, DIVISION NO. 4, AS RECORDED IN VOLUME 11 OF PLATS, PAGE 82, RECORDS OF KING COUNTY, WASH INGTON;EXCEPT THE SOUTH 5 FEET THEREOF AND EXCEPT THE WEST 137 FEET THEREOF; PARCEL B:THE SOUTH 141 FEET OF THE WEST 137 FEET OF THE NORTH HALF OF TRACT 268, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN, DIVISION NO. 4, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 82, RECORDS OF KING COUNTY, WASH I NGTON; EXCEPT THE SOUTH 5 FEET THEREOF; PARCEL C:BEGINNING AT THE NORTHWEST CORNER OF PARCEL "B" HEREIN;THENCE NORTH ALONG THE WEST LINE OF TRACT 268, C. D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN, DIVISION NO. 4, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 82, RECORDS OF KING COUNTY, WASHINGTON, A DISTANCE OF 14 FEET;THENCE EAST, ON A LINE PARALLEL TO AND 14 FEET DISTANT FROM THE NORTH LINE OF PARCEL "B" A DISTANCE OF 20 FEET;THENCE SOUTHEASTERLY TO A POINT ON SAID NORTH LINE, A DISTANCE OF 30 FEET FROM THE NORTHWEST CORNER OF SAID PARCEL "A";THENCE WEST ALONG SAID NORTH LINE, 30 FEET TO THE POW7 OF BEGINNING; PARCEL D: AN EASEMENT FOR RIGHT OF WAY AS CREATED UNDER RECORDING NUMBERS 1759207 AND 2177402; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON GENERAL NOTES 1. THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST ON THIS PROPERTY THAT ARE NOT SHOWN HEREON. 2. INSTRUMENTATION FOR THIS SURVEY WAS A 3 -SECOND NIKON NPL 352 TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090. 3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN JULY 2013 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS AND AS -BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. 5. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED. PROJECT INFORMATION N89054'20"W BASIS OF BEARINGS) N8905_4'20"W - - - - - - - - - 259.61' - - _ - - - - - - - - - - � - - - - - 246.71' - \ SSMHNE 14TH STREET � � RIM = 246.27' INV N -S = 232.37' SURVEYOR: SITE SURVEY 81 MAPPING, INC. 10115 214TH AVE NE REDMOND, WA 98053 PHONE: 425.298.4412 PROPERTY OWNER- KRRV DEV, LLC PO BOX 908 RAVENSDALE, WA 98051 RIA TAX PARCEL NUMBER: 334390-3365; -2564 AND -2563 INV f PROJECT ADDRESS: 1318 KENNEWICK AVENUE NE RIM RENTON, WA 98056 NV N -S ZONING: R-8 r --- L JURISDICTION: CITY OF RENTONriT i i PARCEL ACREAGE - 334390-3365: - 13,409 S.F. (t 0.307 ACRES) 334390-2564: 18,902 S.F. (t 0.434 ACRES) 334390-2563: 15,663 S.F. (t 0.360 ACRES) AS SUIRVEYED LEGEND VERTICAL DATUM & CONTOUR INTERVAL ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM INFORMATION PROVIDED BY THE CITY OF RENTON. POINT ID NO. 250 MONUMENT IN CASE AT THE INTERSECTION OF ABERDEEN DATUM AVENUE NE AND NE 16TH STREET ELEVATION: 307.105 FEET (93.606 METERS) NAVD 88. 2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL Af'f`1 IOAf%%f IQ Ctm11 IAI 'rn 4103 -rUC f%nKl-rnl 117 IAITC0%l'k . nC3 E31 1 IQ BASIS OF BEARINGS 90 zS P01 E, r e THE PLAT OF C.D. HILLMANS LAKE WASHINGTON GARDEN OF EDEN DIVISION NO. 4, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 82, RECORDS OF KING COUNTY, WASHINGTON. ACCEPTED A BEARING OF S 89°54'20" E FOR NE 14TH STREET BASED ON FOUND MONUMENTS R�17 K A I A IN CASE. 1/4, SEC 5, TWP 23N, RNG 5E, W.M. ' H I C SURVEY SITE PROJECT NO 6 )EV, LLC 13-28 8 DATE ICK AVENUE NE 12-12-2014 WA 08056 SHEET 14 OF 18 ^ t FOUND MONUMENT AS DESCRIBED X— CHAINLINK FENCE SET REBAR & CAP (38964) AT PROPERTY � CONCRETE WALL CORNER WOOD FENCE © ?OWER METER � GM GAS METER ® ROCKERY OiL FILL ASPHALT SURFACE ' r-'li L L_: CATCH BASIN -: STORM DRAIN MANHOLE CONCRETE SURFACE SANITARY SEWER MANHOLE GRAVEL SURFACE DC 'WATER VALVE 9 FIRE HYDRANT CE DS CEDAR DECIDUOUS WM WATER INIETER DF DOUGLAS FIR - - HOGWIRE FENCE HL HOLLY SS APPROXIMATE LOCATION SANITARY SEWER LINE * INDICATES MULTI -TRUNK APPROXIMATE LOCATION STORM SD _ DRAIN LINE VERTICAL DATUM & CONTOUR INTERVAL ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM INFORMATION PROVIDED BY THE CITY OF RENTON. POINT ID NO. 250 MONUMENT IN CASE AT THE INTERSECTION OF ABERDEEN DATUM AVENUE NE AND NE 16TH STREET ELEVATION: 307.105 FEET (93.606 METERS) NAVD 88. 2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL Af'f`1 IOAf%%f IQ Ctm11 IAI 'rn 4103 -rUC f%nKl-rnl 117 IAITC0%l'k . nC3 E31 1 IQ BASIS OF BEARINGS 90 zS P01 E, r e THE PLAT OF C.D. HILLMANS LAKE WASHINGTON GARDEN OF EDEN DIVISION NO. 4, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 82, RECORDS OF KING COUNTY, WASHINGTON. ACCEPTED A BEARING OF S 89°54'20" E FOR NE 14TH STREET BASED ON FOUND MONUMENTS R�17 K A I A IN CASE. 1/4, SEC 5, TWP 23N, RNG 5E, W.M. ' H I C SURVEY SITE PROJECT NO 6 )EV, LLC 13-28 8 DATE ICK AVENUE NE 12-12-2014 WA 08056 SHEET 14 OF 18 ^ t 00 ml' LO O O d' T Q J 0 I (n Z W D J W 2 (n A PORTION OF THE SW 1/4, SE 1/4, SECTION 5, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON PIPE AND THE TOP OF THE BOTTOM PIPE CALL 81 1 BEFORE YOU DIG! furl► (TYPICAL mil mil •i ��1l �f�i•i`i �.�a ��i�. ���'� �r. ��•'j �r '� '!r,T�w ,i'��si�fY�;Ai �•i i:�.:'.. i•,�r, �.; �� .jaw �:i�e. •• �, ' z m"1 6 WM 8,, w Ssr— y zoo OSS=Z. STM=234.17 6.99 01STM=233.92 WM=232.25 OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. t .. �-'' 12" STORM 12" STORM STM=237.71 ( STM=242.78 , SS=235.40 WM=241.03 1.1 STM=234.28 i M STM=242.68 , WM=232.5810, 1 STM=240.1 1 SS=237.64 4.2 WM=238.58 STM=234.38 SS=230.77 I i L. � • may � a. e e o 27460 • ���•• c/STER�:•'V� FSSIONAL''�-� 04/25/2015 NO. REVISION WM=238.58 SS=236.36 1.6' -- SURVEYED: SCALE: SURVEY&MAPPING SITE — SCALE DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. ONE INCH CHECKED: AT FULL SCALE IF NOT ONE INCH BY DATE AP P R APPROVED: SCALE ACCORDINGLY 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 Cn 0 -D �o QCD° c� • D �Z �_ CD 0 Dc I m O� F m CTI O D � I O� `O O� `` — — — — — — — — — — — — \ SEPERATION BETWEEN SEWER AND WATER MAINS SEPERATION BETWEEN SEWER AND STORM MAIN VERTICAL: NAW 1988 HORIZONTAL: NAD 1983/1991 DATUM Alk"ka 4R CITY OE RENTON Plonninq/Build ria/Public Works Dept. R-375815 U g0 40 inch = .20 feet RECOMMENDED F APPROVAL Byl Date= cS'=?41,!� ' By, Da By: Date: Byl Date=• SHELDEN SHORT PLAT 04/25/2015 FIEW C PAGE - OTT DONOGH HOMES, INC. OK: PAGE: COMPOSITE UTILITY PLAN DRAWING NO: 1318 KENNEWICK AVENUE NE SHEET: , OF. 18 STD. PLAN 122.1 PUBLIC WORK$ SERVICE CABINET DEPARTMENT WITHOUT DIAS 7 L. . . ................. OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHING ON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. 731AIIVV TR 7/8" 4 LOAD yr FJSE 1/4" 4S - /8 4 C) CI I N 3 IPJ iQF KI 7 C.- X Y N -INE SR - I') (,k v v - 3 wy�l . I('- Le 0 0 00 000000 00 0 0 0 0 00 C.00% 0 0. 0. Z: 0 0 o -09 0, 27460 O •0 0000 0. S/0- 0 0 L00 02/23/2015 NO. REVISION 1,-jv-1,NA1K WIRES WILL IBE A CON? NUOUS RUX FROM FuSE HOLDER TO FIXTURE MT * NC SFLICL� K)0 TO LLIMiNkRE 3 AMP IN UNE FUSE K TSs L��WNAIRE MRES' W1 s, a-,- 5 E CIR E Qu Ail AWC iN A JA0KE7E' C-Af� kEFER -Z� W-01-1 LOCK;Nl' LuTY ,j*4C7.0N 30X YP-]� ` 1 WIR- 2 '�O Fix!URF, GROUND LUG 1/4` MI AJMbtdA GRCUNJ LUG DRAN HOE-7 SPLCE KJS CL.; -AR EPDXY wN GR00 Qr' wOINCRLTE ic-,N��AIzCN SPUCE KITS ON A��, T-4RU WIRE RUN$ UNDER POLF BAISE, BE >.EVE- *T't4 T:',F OF SDE'JiALK OR CAS oi'CRETE PAD MIN #6 6AQL COPPER CROUND YORE JN, -D CLAMP 4 jib L44POEN *ARE*/GW-FN INSULA'tON FRou SFRoC1 CABINET -j �, SYSTEM 2 - LiGHJINC SYSTEM, ,mRc'S TCCQ�N7A:Tri err D Aa CONCRMTE so OR DiA C€ AEv ZROuND ROD � SSL KiT & �J-- I -DETAILS ADOPTEL Crry OF RT.M-- bItANDARij FLAM5 41 Ck Lff I)ATE, 4.- AANfir: JO'.1 �43 PACi-.: J01.3 0 N -d z 0: uj 0 4 J r.A. I L L STD. PLAN 122.1 PUBLIC WORK$ SERVICE CABINET DEPARTMENT WITHOUT DIAS 7 L. . . ................. OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHING ON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. 731AIIVV TR 7/8" 4 LOAD yr FJSE 1/4" 4S - /8 4 C) CI I N 3 IPJ iQF KI 7 C.- X Y N -INE SR - I') (,k v v - 3 wy�l . I('- Le 0 0 00 000000 00 0 0 0 0 00 C.00% 0 0. 0. Z: 0 0 o -09 0, 27460 O •0 0000 0. S/0- 0 0 L00 02/23/2015 NO. REVISION 1,-jv-1,NA1K WIRES WILL IBE A CON? NUOUS RUX FROM FuSE HOLDER TO FIXTURE MT * NC SFLICL� K)0 TO LLIMiNkRE 3 AMP IN UNE FUSE K TSs L��WNAIRE MRES' W1 s, a-,- 5 E CIR E Qu Ail AWC iN A JA0KE7E' C-Af� kEFER -Z� W-01-1 LOCK;Nl' LuTY ,j*4C7.0N 30X YP-]� ` 1 WIR- 2 '�O Fix!URF, GROUND LUG 1/4` MI AJMbtdA GRCUNJ LUG DRAN HOE-7 SPLCE KJS CL.; -AR EPDXY wN GR00 Qr' wOINCRLTE ic-,N��AIzCN SPUCE KITS ON A��, T-4RU WIRE RUN$ UNDER POLF BAISE, BE >.EVE- *T't4 T:',F OF SDE'JiALK OR CAS oi'CRETE PAD MIN #6 6AQL COPPER CROUND YORE JN, -D CLAMP 4 jib L44POEN *ARE*/GW-FN INSULA'tON FRou SFRoC1 CABINET -j �, SYSTEM 2 - LiGHJINC SYSTEM, ,mRc'S TCCQ�N7A:Tri err D Aa CONCRMTE so OR DiA C€ AEv ZROuND ROD � SSL KiT & �J-- I -DETAILS ADOPTEL Crry OF RT.M-- bItANDARij FLAM5 41 Ck Lff I)ATE, 4.- AANfir: JO'.1 �43 PACi-.: J01.3 0 N -d Vv - i-. R. TT F. YX c' 0 h, 1%'� STREET LIGHTING CONTACTOR PLAN 123 + PRIO1 D!' RTNI 1E. NT CABINET SCHEMATIC .-IGHTIN" STANDARD & JIJNC-,.i"j Bc)x T lkv X IN A L STD. LAN 120 Pl-713LIC WORKS CONCRETE PAD DETAILS P ► + DEPARTMENT SITE SURVEY&MAPPING SCALE DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. ONE INCH CHECKED: AT FLX1 SCALE IF NOT ONE INCH 9\ DATE APPR I APPROVED: SME ACCORDIINMY VEffncAi-MVD I 9W HORIZONTAL: NAD 19W/1W1 DATUM 40 4R CITY OF RENTON Planning/Building/Public Works Dept. 3758 1 7 Checked for Compliance to City Standards tiz-1 SHELDEN SHORT PLAT 02/23/2015 SCOTT DONOGH HOMES, INC. FIEWBOOK: PAGE: STREET LIGHTING DETAILS DRAWING NO: 1318 KENNEWICK AVENUE NE L-2 17 OP 18 T---' 4 J r.A. I L L c 6 i It % -AIL- t -AL I �J; vu al J Vv - i-. R. TT F. YX c' 0 h, 1%'� STREET LIGHTING CONTACTOR PLAN 123 + PRIO1 D!' RTNI 1E. NT CABINET SCHEMATIC .-IGHTIN" STANDARD & JIJNC-,.i"j Bc)x T lkv X IN A L STD. LAN 120 Pl-713LIC WORKS CONCRETE PAD DETAILS P ► + DEPARTMENT SITE SURVEY&MAPPING SCALE DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. ONE INCH CHECKED: AT FLX1 SCALE IF NOT ONE INCH 9\ DATE APPR I APPROVED: SME ACCORDIINMY VEffncAi-MVD I 9W HORIZONTAL: NAD 19W/1W1 DATUM 40 4R CITY OF RENTON Planning/Building/Public Works Dept. 3758 1 7 Checked for Compliance to City Standards tiz-1 SHELDEN SHORT PLAT 02/23/2015 SCOTT DONOGH HOMES, INC. FIEWBOOK: PAGE: STREET LIGHTING DETAILS DRAWING NO: 1318 KENNEWICK AVENUE NE L-2 17 OP 18 T---'