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HomeMy WebLinkAboutzR-3830Setco 0 Nt T CD CD LO T D i CITY OF RENTON � m CIN OF RENTON C* 0 � m a� Uw 11200 � CABLE: 0 o N. 29th ST. Q On Lumrr CC un C/) uas �o Lj n U- cn Q 0 ur z zN �n 0 LL�UD W �m wz z� a wm Uw oo ° Ir n LL CITY OF RENTON M� CIN OF RENTON C* 0 � m a� 1 � CABLE: z C -u o N. 29th ST. Q On 1 un C/) uas �o z E -i N 00 Z a� W o5 N Q wz_ Q 0 ur z zN �n 0 LL�UD W �m wz z� a wm Uw oo ° Ir n LL A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON LEGAL DESCRIPTION PARCEL: 334210-3282 THE NORTH 100 FEET OF LOT 43, HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIVISION NUMBER 1, LESS THE SOUTH 40 FEET OF THE WEST 140 FEET, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, STATE OF WASHINGTON PARCEL: 334210-3281 TRACT 43; EXCEPT NORHT 100 FEET AND EXCEPT WEST 158 FEET OF SOUTH 65 FEET OF NORTH 165 FEET, HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, STATE OF WASHINGTON BASIS OF BEARING (NAD83(1991) CITY OF RENTON BASIS OF BEARING FOR THIS PROJECT IS A LINE BETWEEN A FOUND BRASS DISK KNOWN AS MONUMENT ID #1886 AND ANOTHER BRASS DISK KNOWN AS MONUMENT ID 266, CONTROL VALUES WERE HELD FOR THESE MONUMENTS TO HOLD THE MONUMENTS NAD83(1991) CONTROL VAULES AND A LINE BETWEEN THE MONUMENTS HELD AS SOUTH 89°03'54" EAST. BASIS OF ELEVATION NAVD88 (CITY OF RENTON) BASIS OF ELEVATION WAS ESTABLISHED BY HOLDING PUBLISHED NAVD 88 ELEVATION OF A CITY OF RENTON SURVEY CONTROL MONUMENT, KNOWN AS NUMBER 341. VERTICAL DATUM SOURCE: CITY OF RENTON DATABASE ID #341 DESCRIPTION: MONUMENT LOCATION: NW COR INTX N. 30TH ST. AND PARK AVE. NORTH ELEV = 201.256' CHECKED INTO CONTROL POINT #266; CLOSURE 0.03. CASED MONUMENT 5/8"IRON ROD W/PUNCH DOWN 1.0' (9-10-14) UTI LITI ES: NANTUCKET SHORT PLAT RENTON, WASHINGTON LANDUSEPERMIT# LUA14-001272, SHPL-A UTILITY PERMIT #U15001403 WATER: CITY OF RENTON Q CIN OF RENTON POWER: 0 � m PUGET SOUND ENERGY (PSE) W W CABLE: z C -u o N. 29th ST. Q On un C/) LLin z Y 0 a� W o5 0 Q wz_ C' a- z co A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON LEGAL DESCRIPTION PARCEL: 334210-3282 THE NORTH 100 FEET OF LOT 43, HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIVISION NUMBER 1, LESS THE SOUTH 40 FEET OF THE WEST 140 FEET, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, STATE OF WASHINGTON PARCEL: 334210-3281 TRACT 43; EXCEPT NORHT 100 FEET AND EXCEPT WEST 158 FEET OF SOUTH 65 FEET OF NORTH 165 FEET, HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, STATE OF WASHINGTON BASIS OF BEARING (NAD83(1991) CITY OF RENTON BASIS OF BEARING FOR THIS PROJECT IS A LINE BETWEEN A FOUND BRASS DISK KNOWN AS MONUMENT ID #1886 AND ANOTHER BRASS DISK KNOWN AS MONUMENT ID 266, CONTROL VALUES WERE HELD FOR THESE MONUMENTS TO HOLD THE MONUMENTS NAD83(1991) CONTROL VAULES AND A LINE BETWEEN THE MONUMENTS HELD AS SOUTH 89°03'54" EAST. BASIS OF ELEVATION NAVD88 (CITY OF RENTON) BASIS OF ELEVATION WAS ESTABLISHED BY HOLDING PUBLISHED NAVD 88 ELEVATION OF A CITY OF RENTON SURVEY CONTROL MONUMENT, KNOWN AS NUMBER 341. VERTICAL DATUM SOURCE: CITY OF RENTON DATABASE ID #341 DESCRIPTION: MONUMENT LOCATION: NW COR INTX N. 30TH ST. AND PARK AVE. NORTH ELEV = 201.256' CHECKED INTO CONTROL POINT #266; CLOSURE 0.03. CASED MONUMENT 5/8"IRON ROD W/PUNCH DOWN 1.0' (9-10-14) UTI LITI ES: NANTUCKET SHORT PLAT RENTON, WASHINGTON LANDUSEPERMIT# LUA14-001272, SHPL-A UTILITY PERMIT #U15001403 WATER: CITY 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 IMPERVIOUS AREAS: EXISTING = 14,149 SQUARE FEET DEVELOPED = 48,862 SQUARE FEET SITE AREA = 62,520 SQUARE FEET DISTURBANCE AREA = 39,800 SQ. FEET; 0.91 ACRES CASED MONUMENT 3"BRASS CAP W/PUNCH DOWN 0.5' (9-10-14) 2 F— NOTES 1. ALL DISTANCE SHOWN ON THIS SURVEY ARE IN US SURVEY VICINITY MAP 0 z ZCN NORTH 30th STREET PLAN TOPOGRAPHIC SURVEY COMPOSITE UTILITY PLAN STREET LIGHT D I STREET LIGHT I w 0 o DETAILS L-3 o N. 29th ST. Q On un C/) z Y 0 0 Q a- co w 0 0 C C N. 28th PLACE z o PROJECT N. 28th ST. LOCATION TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY LANKTREE LAND SURVEYING, INC. OFFE ENGINEERS, PLLC ASSUMES NO LIABILITY FOR ACCURACY OR COMPLETENESS. 2. UTILITIES ARE SHOWN PER FIELD OBSERVATIONS, AVAILABLE w RECORDS AND UNDERGROUND LOCATE SERVICES WERE Q EMPLOYED FOR THIS PROJECT. FOR EXACT LOCATION OF UNDERGROUND UTILITIES POTHOLING ry SHOULD BE PERFORMED. I Q 3. DATE OF SURVEY WAS SEPTEMBER 10, 2014 AND ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THIS TIME. CITY OF RENTON I CONTROL #1886 SW COR. SEC. 32 CASED MONUMENT CITY OF RENTON 1 /2"BRASS PLUG CONTROL #266 W/PUNCHS 1/4 SEC. 32 DOWN 1.0, CASED MONUMENT (9-10-14) I BRASS PIN DOWN 0.2' I NTX. NE 28TH ST. NORTH 28th STREET 8c JONES AVE NE _ (9-10-14) CASED MONUMENT 3"B RAS S CAP W/ P U N C H DOWN 0.45' (9-10-14) OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. CONTACT INFORMATION THE NANTUCKET SHORT PLAT, FILE NO. LUA14-001272; SHPL—A, IS APPROVED AND SUBJECT TO THE FOLLOWING CONDITIONS: 1. THE APPLICANT SHALL PROVIDE A DETAILED LANDSCAPE PLAN THAT COMPILES WITH RMC 4-8-120D THAT INCLUDES BUT IS NOT LIMITED TO: a. A 10—FOOT ONSITE LANDSCAPE BUFFER FOR LOTS ALONG PUBLIC STREETS. b. LANDSCAPE PLAN FOR THE STORMWATER TRACT THAT INCLUDES SCREENING OF ANY VISIBLE PORTIONS OF THE VAULT ABOVE GRADE FROM THE PUBLIC REALM. c. REPLACE THE PROPOSED KATSURA TREES IN THE PLANTING STRIP ALONG PARK AVE NORTH WITH A SMALL MATURE SIZE TREE THAT IS APPROPRIATE FOR PLACEMENT UNDER OVERHEAD POWER LINES. THE REVISED LANDSCAPE PLAN SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 2. THE STORMWATER VAULT PROPOSED IN TRACT A SHALL BE DESIGNED TO BE LOCATED UNDERGROUND AND/OR COVERED IN SOIL. NO PART OF THE VAULT SHALL BE PERMITTED TO PROTRUDE FROM THE GROUND SURFACE. IF IT IS DETERMINED THAT SUCH APPLICATION IS NOT FEASIBLE AN ALTERNATIVE METHOD COULD BE PROPOSED FOR APPROVAL BY THE PLANNING DIVISION. ALL GROUND/SOIL LOCATED AROUND AND OVER THE VAULT SHALL BE LANDSCAPED, EXCLUDINGTHE PAVEMENT AREA FOR THE PRIVATE ACCESS EASEMENT. A REVISED VAULT AND LANDSCAPE PLAN SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 3. THE RESIDENCE TO BE CONSTRUCTED ON LOT 4 AT THE INTERSECTION OF THE PRIVATE STREET AND NORTH 28th STREET SHALL HAVE ITS PRIMARY ENTRY ORIENTED TO N 28TH STREET, THE PUBLIC STREET, AND NOT THE NEW PRIVATE STREET, WHERE THE PRIMARY ENTRY SHALL AT MINIMUM MEET THE STANDARDS OF RMC 4-2-115 RESIDENTIAL DESIGN AND OPEN SPACE STANDARDS. THE BUILDING DESIGN SHALL BE REVIEWED AND APPROVED AT THE TIME OF BUILDING PERMIT APPLICATION FOR LOT 4 NEEDS A NOTE ON THE FACE OF THE SHORT PLAT. 4. THE HOMES TO BE CONSTRUCTED ON LOTS 1-4 SHALL MEET THE MINIMUM STANDARDS FOR WINDOWS AND DOORS, REFERENCED IN RMC 4-2-115, ALONG THE PUBLIC STREET FRONTAGES AND NOT THE PRIVATE STREET AND/OR ACCESS EASEMENTS. THE BUILDING DESIGN SHALL BE REVIEWED AND APPROVED AT THE TIME OF BUILDING PERMIT APPLICATION. 5. THE APPLICANT SHALL ADD A NOTE TO THE FACE OF THE SHORT PLAT STATING THAT ONLY LOT 1 IS ALLOWED TO GAIN DIRECT ACCESS ONTO A PUBLIC STREET AND THAT THE REMAINDER OF THE LOTS SHALL GAIN ACCESS FROM EITHER A PRIVATE STREET AND/OR AN ACCESS EASEMENT AND NOT A PUBLIC STREET. THE NOTE SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO SHORT PLAT RECORDING. 6. THE APPLICANT SHALL ADD A NOTE TO THE FACE OF THE SHORT PLAT STATED THAT LOTS 2 AND 3 SHALL PROVIDE REAR—LOADED GARAGES, AND LOT 4 SHALL PROVIDE A SIDE—LOADED GARAGE. THE GARAGE DESIGN WILL BE REVIEWED AND APPROVED AT THE TIME OF BUILDING PERMIT APPLICATION. 7. A NOTE SHALL BE PLACED ON THE FACE OF THE SHORT PLAT INDICATING THAT THE PRIVATE STREET AND PRIVATE SHARED ACCESS EASEMENTS ARE TO BE MAINTAINED BY THE PRIVATE PROPERTIES ASSOCIATION WITH THE ACCESS EASEMENT. ALTERNATIVELY, THE APPLICANT COULD CREATE A HOME OWNERS ASSOCIATION TO ESTABLISH MAINTENANCE RESPONSIBILITY. REVIEW OF EITHER THE NOTE ON THE SHORT PLAT OR THE HOME OWNERS ACCOCIATION DOCUMENTS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER AND THE CITY ATTORNEY (IF NECESSARY) PRIOR TO SHORT PLAT RECORDING. 8. A NOTE SHALL BE PLACED ON THE FACE OF THE SHORT PLAT INDICATING THAT MAINTENANCE OF THE LANDSCAPING IN TRACT A IS THE RESPONSIBILITY OF THE HOMEOWNERS WITHIN THE SUBDIVISION; OR THE APPLICANT COULD CREATE A HOME OWNERS ASSOICATION TO ESTABLISH MAINTENANCE RESPONSIBILITY. REVIEW OF EITHER THE NOTE ON THE SHORT PLAT OR THE HOME OWNERS ASSOCIATION DOCUMENTS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER AND THE CITY ATTORNEY (IF NECESSARY) PRIOR TO SHORT PLAT RECORDING. 9. ANY PROPOSAL TO CONVERT THE STORMWATER VAULT WITHIN TRACT A TO A STORMWATER DETENTION POND SHALL BE CONSIDERED A MAJOR PLAT AMENDMENT SUBJECT TO THE REQUIREMENTS OUTLINED UNDER RMC 4-7-080M.2. 10. THE APPLICANT SHALL WORK WITH THE PUBLIC WORKS DEPARTMENT TO PROVIDE NEW OR ENHANCED STRIPING WITH A BRIGHTER GREEN STRIPING COLOR FOR TWO EXISTING CROSSWALKS, LOCATED ON THE SOUTH SIDE OF NE 30TH STREET (ON—AND OFF—RAMP TRAVELWAYS FROM THE INTERSTATE), IF THE CROSSWALKS ARE WITHIN THE CITY OF RENTON JURISDICITON. THIS SHALL BE ACCOMPLISHED PRIOR TO SHORT PLAT RECORDING. OWNER: NANTUCKET AVENUE, LLC ATTN: PAUL SHILLAM 1209 NORTH 36tH STREET RENTON, WASHINGTON 98056 OFFICE PHONE: 425-528-2098 EMAIL: violette@shillamconsuIting.com ENGINEER: OFFE ENGINEERS, PLLC ATTN: DARRELL OFFE, PE 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058-7832 OFFICE NUMBER: 425-260-3412 FAX NUMBER: 425-227-9460 EMAIL: darrell.offe@comcast.net SURVEYOR: LANKTREE LAND SURVEYING, INC. ATTN: TREVOR LANKTREE, PLS 32320 111TH PLACE SE AUBURN, WASHINGTON 98092 OFFICE NUMBER: 253-653-6423 EMAIL: tlanktree@lanktreeland.com GALL 8 1 1 BEFORE YOU DIG! ( L. Y�e°Ooeo O� 0.0000ED:E SURVEYSc .E: �,y ro ;&► LANKTREE SURVEYING X. y ar� DESIGNED: SCALE 00 D.L. OFFE, P.E. 0 e ° ° ° ° DS 27460 D.L.L. OFFE P.E. ONE INCH ° o °� CHECKED: AT FULL SCALE�°� c/STE;� �SS°ooeo° IF NOT ONE INCH /ONAL 4 NO. REVISION BY DATE APPR APPS: A D1NaY 07/01/2015 HORIz rrmw i s m/� DATUM TABLE OF CONTENTS SHEET NUMBER 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 CITY OF WL RENTON Planning/Building/Public Works Dept. TITLE COVER SHEET LAYOUT GRADING / EROSION CONTROL EROSION CONTROL DETAIL & NOTES PRIVATE ACCESS STREET PLAN & PROFILE NORTH 28th STREET PLAN &PROFILE PARK AVENUE NORTH PLAN & PROFILE ROAD /STORM DETAILS & NOTES ROAD /STORM DETAILS & NOTES WATER QUALITY TREATMENT FACILITY SEWER PLAN & PROFILE SEWER DETAILS / NOTES WATER PLAN Rr PROFILE WATER DETAILS / NOTES LANDSCAPING PLAN TOPOGRAPHIC SURVEY COMPOSITE UTILITY PLAN STREET LIGHT PLAN L-1 STREET LIGHT DETAILS L-2 STREET LIGHT DETAILS L-3 RECOMMENDED FOR APPROVAL Date: NANTUCKET SHORT PLAT NANTUCKET AVENUE, LLC COVER SHEET 2820 PARK AVENUE NORTH R-383001 Date: Date: Date: /A// 07/01/2015 FlELDBOOK: PAM DRAWING NO: Sir: 1 OF 20 C:) T C)o LOm Q M � Ua mLU a LU m Ua �Do rr Qw Z o0 rr rr z LUZ wz 0 z� 51 U - LO C:) en C)o H M � mLU a LU m Ua �Do z N L' LO Z o0 nrr rr W CD z Q 0 m Lu z z� LO 21, n LL! oma LLJ zoo az a m m C. u �- � U0E DOOI r 0 LL. CEJ Q mLU LU m z N L' LO � nrr rr W CD z LUZ wz 0 z� 51 0 Q Cc L m MM L.1. LL W �w m �a � aw ErIr E-+ N a z - LD LL a • a 0 Q Cc o MM L.1. U) Lu W M m V � C'3 a¢ LU E-+ N �N z Q Q Lu 71 zN �LC n wUD arr LU w� Z� Q .n m ;w ° Ir n 0 CJ LL EROSION CONTROL NOTES Crj 1. THESE NOTES SHALL APPEAR FOR PROJECTS — SITE IMPROVEMENTS, SURFACE C) WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE—CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, O PUBLIC WORKS DESIGN ENGINEER. O L0 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION '— AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX "D" OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMTS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINING OF CONSTRUCTION Q AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL n PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN 0OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF = SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON—SITE EROSION HAS �. PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/ L1j SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE (� INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS D CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONITIONS DICTATE, THE PERMITEE F-- SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE z NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPSED SITE. DURING THE Q COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE `-7, 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 EROSION/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 ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST — MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST — SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ERC COVER METHODS (e.g. SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BEWTEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX "D" OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ERC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12. THE ERC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT—LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. DURING THE TIME PERIOD OF OCTOBER 1ST — MARCH 30TH, ALL PROJECT DISTURBED SOIL AREAS, THAT ARE TO BE LEFT UN—WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. 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. 3. 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 (48") FEET TALL. CALL 81 1 BEFORE YOU DIG! DEMO EXISTING STRUCTURE REMOVAL OF EXISTING FEATURES 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 PP"gPnNgIRII ITY FnR IIT11ITIES NOT SHOWN OR UTILITIES 'ER LOCATION. -I b A4b I UI-'=2Ub.UU OUTLET=204.00 SEE CONTROL DETAIL SHEET 4 SURFACE AREA REQUIRED=400 SQ. FT. SURFACE AREA PROVIDED=1200 SQ. FT. (� L . Y�F ° O 101111 °°.WOFFE ENGINEERSN(�' j' �SURVEYED: LANKT REE SURVEYING 13932 SOUTHEAST 159TH PLACE q. - y `off DESIGNED: D.L. OFFE P.E. RENTON, WASHINGTON 98058° ° ° e ° DRAWN: PHONE: 425-260-3412 ,�°°.Q�, 2'4so o D.L. OFFE, P.E. O�°°° �/STER�C°�_N°``�� CHECKED: CONTACT: DARRELL OFFE, P.E. �Ss�O N00000 0 0 0 0 `APPROVED. 06/01 /2015 N0.F REVISION BY DATE APPR SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORD06GLY DIRT QUANTITIES CUT: 385 CU. YARDS FILL: 130 C U . YARDS VERTICX_ NAVD 1999 HORIZONTAL: NAD 1983/1991 DATUM jk CITY OF -RENTON Planning/Building/Public Works Dept. W OVE EXISTING FEATURES GRAPHIC SCALE 0 15 30 60 60" =001 1 inch = 3Q feet RECOMMENDED FOR APPROVAL By: ���ta.la/ Dates "7 C 11 r By= Date: By: Date= By: Dates NANTUCKET SHORT PLAT NANTUCKET AVENUE, LLC GRADING 1 EROSION CONTROL 2820 PARK AVENUE NORTH 12 - S?;,00 06/01/2015 FIELDSOOK: PAGE: DRAVANG NO: SHEET: 3 OF- 20 miloaHE 11"m ILI Q o MM L.1. U) Lu W z Cu m L' r ' a¢ LU z - w Z uj z� a • a Z } EROSION CONTROL NOTES Crj 1. THESE NOTES SHALL APPEAR FOR PROJECTS — SITE IMPROVEMENTS, SURFACE C) WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE—CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, O PUBLIC WORKS DESIGN ENGINEER. O L0 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION '— AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX "D" OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMTS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINING OF CONSTRUCTION Q AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL n PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN 0OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF = SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON—SITE EROSION HAS �. PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/ L1j SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE (� INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS D CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONITIONS DICTATE, THE PERMITEE F-- SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE z NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPSED SITE. DURING THE Q COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE `-7, 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 EROSION/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 ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST — MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST — SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ERC COVER METHODS (e.g. SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BEWTEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX "D" OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ERC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12. THE ERC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT—LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. DURING THE TIME PERIOD OF OCTOBER 1ST — MARCH 30TH, ALL PROJECT DISTURBED SOIL AREAS, THAT ARE TO BE LEFT UN—WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. 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. 3. 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 (48") FEET TALL. CALL 81 1 BEFORE YOU DIG! DEMO EXISTING STRUCTURE REMOVAL OF EXISTING FEATURES 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 PP"gPnNgIRII ITY FnR IIT11ITIES NOT SHOWN OR UTILITIES 'ER LOCATION. -I b A4b I UI-'=2Ub.UU OUTLET=204.00 SEE CONTROL DETAIL SHEET 4 SURFACE AREA REQUIRED=400 SQ. FT. SURFACE AREA PROVIDED=1200 SQ. FT. (� L . Y�F ° O 101111 °°.WOFFE ENGINEERSN(�' j' �SURVEYED: LANKT REE SURVEYING 13932 SOUTHEAST 159TH PLACE q. - y `off DESIGNED: D.L. OFFE P.E. RENTON, WASHINGTON 98058° ° ° e ° DRAWN: PHONE: 425-260-3412 ,�°°.Q�, 2'4so o D.L. OFFE, P.E. O�°°° �/STER�C°�_N°``�� CHECKED: CONTACT: DARRELL OFFE, P.E. �Ss�O N00000 0 0 0 0 `APPROVED. 06/01 /2015 N0.F REVISION BY DATE APPR SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORD06GLY DIRT QUANTITIES CUT: 385 CU. YARDS FILL: 130 C U . YARDS VERTICX_ NAVD 1999 HORIZONTAL: NAD 1983/1991 DATUM jk CITY OF -RENTON Planning/Building/Public Works Dept. W OVE EXISTING FEATURES GRAPHIC SCALE 0 15 30 60 60" =001 1 inch = 3Q feet RECOMMENDED FOR APPROVAL By: ���ta.la/ Dates "7 C 11 r By= Date: By: Date= By: Dates NANTUCKET SHORT PLAT NANTUCKET AVENUE, LLC GRADING 1 EROSION CONTROL 2820 PARK AVENUE NORTH 12 - S?;,00 06/01/2015 FIELDSOOK: PAGE: DRAVANG NO: SHEET: 3 OF- 20 miloaHE 11"m ILI i Uw mC Lu �Q M C:) /T� V 0 LO T CONSTRUCTION SEQU AN CE M 1. 00 � <t M �z 0 (MAY BE CONSOLIDATED W/THE REQUIRED NOTICE OF CONSTRUCTION ct W SIGN). z z Cu 3. FLAG OR FENCE CLEARING LIMITS. aW ED LU 4. F—+ N 04 w z Lu Z¢ N Z GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). M C:) /T� V 0 LO T _ CONSTRUCTION SEQU AN CE Q 1. PRE—CONSTRUCTION MEETING. v v v v 0 0 0 0 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR 0 (MAY BE CONSOLIDATED W/THE REQUIRED NOTICE OF CONSTRUCTION ct W SIGN). z z Cu 3. FLAG OR FENCE CLEARING LIMITS. aW ED LU 4. INSTALL CATCH BASIN PROTECTION WHERE REQUIRED. w z Lu Z¢ 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). f. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.) 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 0 8. GRADE AND STABILIZE CONSTRUCTION ROADS. U7 z9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE `�SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING n LLI a� FOR PORJECT DEVELOPMENT. �w m W 10. MAINTAIN AIN EROSION CONTROL MEASURES IN ACCORDANCE WITH 7APPENDIX z� D OF THE SURFACE WATER DESIGN MANUAL AND a . a , MANUFACTURE'S S RECOMMENDATIONS. rr I—11 " i 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT rr CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION n 0 AND SEDIMENT CONTROL STANDARDS. ci LL d cn 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, 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 PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMP'S REMOVED IF APPROPRIATE. _ Q Q v v v v 0 0 0 0 0 Li 0 L1J ct W z z Cu aW ED LU z r� w z Lu Z¢ V Q ,s CALL 811 BEFORE YOU DIG! OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. iSi*NrS i1 F€L7E,R FA: RK Si-, ALL FSE 5 W -,ED air P0, TS Li, Sty SMM vi. r-5; WIFFa: RINr,6, tom t,� if W4068ACKING 15 0160 2'40* ETA 14 GO RI O Ei i IVAL ABT. IF ST'lANDA FM TRtNO0P t-ABORIC USED bACKFt t. TREK -H YVtTf� i QTS, RESAT. OR, M� A k.Em'T NOT111111 1.. CONDITION Of USE I.T. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS,. 12, 0 SILT _NCS a TO EI`INTRAT' I� f C � �� � I'stQI2 IS N � . it+tTE I�I� O fir"kEAT" SItlI35TAINTIAL ANAIDUr1'ts OF OVFRIAND FIrO9PV ANY CONCENTRATED FLOW MOST BE CONVEYED THROUG.4 THE DRAJNACE SYSTEM TO A SEDIMENT TRAP OR POND 2. DESIGN AND INSTALLATION SPIRCIFICATICOS .� O I�RC,.aT MET THE CE,OT.��T' t«E �� HEDA:�0 LISTED S FABRIC SPECIFICATIONS MOST BE AVAIL,AS" ON SITE, t VA_ , A@FS<f �. , .. TA...c........ ... .............=I .:SLY » ror1 L I >....w .... `i Lx # M, %..,3,giM .�. .—. ._ T =, c z�tl #34 .t k F �, R F C, e +ti'Vo a . A * ' �x%k"sx ,kn ail: w4` &? '. Yn Mti v t... nom[., a'� '( F:A z,,c, STANDARD STRENGTH *A�IC:�UIRES WIRE BACKING TO IICTL4Fv TRIC STLEiCTH ifTIE FENCE. WRE BACKING OR CLOSER. IST SPACING MAY SE REQUAMD FOR EXTRA STRENGTHFABRIC IF FIELD PERFORMANCE iA'AR#RAPiTS A STRONGER FENCF, WHERE THE FENCE IS INSTALLED, THE SLOPE, SMALL NOT BE STREPEL HM42HAV 24 r TYPI SILT E NC .1 T. a ..». �. r A �. S Iu E E S LfSEIT HE 5T'AIsiI� 4x4 T 1~I � REDUCED �, �.�� HE I�t1`ITII � INCHES - � � ISI �� E WELL BURIF0 ANO SFCURE IN A TRENCH T14AT STABILIZIFS THE Fr—,W ANO DOC NOT ALLOW WATFR TO BYPASS OR I.RNsIE URMINF, TRE SR,T FENCE. , MAINTENANCE STANDARDS 3, t. ANY GAMAOE SHALL BE, REPAIR AAMEDIATEL.` .. 12, EF CONCEN''"I RATED FLOES ARE EVIDENT UPHILL CSC THE FENCE, T4EY MUST BE INT RCEPrED AND CONVEYED TO A SEDIMENT TRAP OR ISD. q 3 I T S IMPORTANT .m CI CHECK THI` i iPl LILT SIDE OF THE PI=INCE FOR SIGNS OF THF FENCI~ CLOW G AND ACTIiNG.A, A BRIER TO FLI�W AND ;: . "1`#iElks CAt1lI,I �„HAI�NdirL.IZAT°IC<II+I SIR FLOWS P1I.k?At..LE�. THE I:EE. iE'I't�IIS t(,I..3R�, ITEPI.a�ERE TIHE I"EI+IC.E OR LVED THE TIP SE IIMEPCE 34: SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH, •5 �I° THE FILTER FABRIC (CECTEXTIt_E) HAS DI=TEWORAT'EO DUE TO UL TRAVIQLI T SREAKID OWN. FT SHALL BE IEP3ACEI, Ilt-1811c SPO FESILT FCE 214. VR IT 2008 WIRE -BACKED SILT FENCE, STAKED HAYBALES WRAPPED WITH FILTER FABRIC, OR EQUIVALENT DIVIDER SAYS SHOAL a E RAVED T40 THE EDGE OF --&W PM09 70 ONSULLL.AT10 t (W Tt 10ONSTRLCHOk FWANOM Tie AVM DAMCAWD OF THE ROADWAY IT Is cc"ODD THAT TME ENOWICE ME CROWWWO 80 THAI N Ff OR04S OFF �0* PAD Y - . mom T 04461ISMORM AWA t CONDITION QP USE 11, CONSTRUCTION ENTRANCE SHAD.. BE STAWLIiMD WHEREVER TRAFFIC WILL. BE LEAVING A C(M, TRUC'tTIONSITE AND TRAVELIINC ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET 4P THE SITE. sib �RE AI1}x,_. ��P 5P#a r €€A9TENSAl ttis(A TNA046321 ,�'i,.', MAX .l Illi tri �rFpc,7 aThlRu..saPd 1A5FtsisUltt4,rA.F;)P1S�?'�IV, iLlf,'VE jSIZE) 2DESfGN AND INSTALIATIOIN OPECIT ATI0013 A HOG FUEL (WOOD BASED MULCH) MAY X SUBSTITUTE -0 FOR OR COMBINED itlf'ITH 4UAIRRY SPALLS IN ARES THAT WILL SOT BE USED FON PERMANENT ROADS. HOG FUEL IS NOT RECOMMEM)ED FOR E TA STAO&VA1 GN IN URIMiNAREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF CkJARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM SE04G TRACKED ONTO PAVEMENT QRTTHE HOGFUEL ,SYCI(fAPJVC(ONTO NT✓ P %kV"Fe 2, PIwNON $HALL BE !NS'rALLED AS NECESSARY TO REMICTTRAFM TO THE CONSTRAJC"iI +I E NTI WCE. c. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIM, COMPACTED SUBGRADE, THIS CAN SUBSTANTIALLY INCREASE THE EFFECTMENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE, I, VIA)INTEINANCE STANDARDS .1. QUARRY $PAI LS P- ALL. BE ADDED IF THE PAD IS its LONGER IN ACCORDANCE WITH THE SPECiFIC;ATIONS. P 4 HE EIIINCE IS NOT P R NTNVG � TRACKED v=mvNT� THENALTERNATIVE MEASURES TO c=�PT. IE STREETFREE SEDIMENT SHALL � ��, THIS Y INCLUDE STREET SW��PIANINCIvS< IN THE I0"►ENSICS CP THE ENTRANCE, R THE WSTALLA110NIOF T ASH IF WASHING IS I �.IT SHALL TS CI'AIARS► {�4EI} WITH CRUSHED ROCK. AND WASHED WATER "LL DRAIN TO A SEDIMENT TRAP OR POW. .. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED PAW-DIATEL.Y By SWEEPING. THE SEI NT COLLIECTED BY SWEEPING SHALL BE QED OR STABILIZED ON SITE, THE PAVEMENT SHALL. NOT f* CLEANED BY WASHING DOWN THE STMT., EXCEPT WHEN SWEEPING I$ INEFFECTIVE AMC THERE IS A THREAT TO PMC SAFETY. W rr NECESSARY TO WASH THE STREETS, A SQL SUIS MUSS` BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP YWHERI� ITCAN RE CONTROLLED LEIS DWHARGED APPROPRIATELY. .4; ANY QUARRY ''SPAILS THAT ARE LOOSENED FROM THE PAD AND ENG UP ON THE ROADWAY SHAI..L � RiEiPrIC1PE IIAWDIATT�LY: .5 I* �E�{ LESAE ENERING OR EXITING T ~BITESES AT PINTS OTHERTHAN THE COINSTRMT'ION ENT€RANCIti(S), I`IvI+ICINC SHALL BE. INSTALLED TO CONT OL. TRAFFIC Imo. PLAN 215.10 'DEPARTMENT 014SYRUCT111t1M rJ#TRA14+IC1 MARC1 , 2008 L. 0O 0600000j°y 0y SURVEM: SCALE:�eQ,,VEWICAL � HORIZONTAL LANKTREE SURVEYING pis/1991SCALE DSIGNED:a0�S io Oz 0 D.L. OFFE, P.E. O DRAWN: .a; ° D.L. OFFE, P.E. ,P ° ,p 27460 a ONE INCH DATUM o° o ° �° O°° CHECKED: AT FULL SCALE °° 0 TE �,� r0600009 IF NOT ONE INCH SS N NA L �"�05/01/2015 N 0 . REVISION BY DATE AP P R APPS: SCALE ACCORD04GLY RISER PIPE CREST OF 6' MIN. WIDTH (PRINCIPAL SPILLWAY) EMERGENCY SPILLWAY OPEN AT TOP WITH TRASH RACK PER FIG. 4.4.4 � 1' MIN. EMBANKMENT COMPACTED 95%. PERVIOUS MATERIALS SUCH AS DEWATERING DEVICE� _ _ - � _ _ _ _� GRAVEL OR CLEAN SAND SHALL (SEE RISER DETAIL) �� �-' ----------T - _ _ _ _ NOT BE USED.----------- -------------- -- --------- ------------- o/- --------------- ---------------- - 4-- ----------------- Y* DEWATERING ORIFICE / DISCHARGE TO STABILIZED CONCRETE BASE CONVEYANCE, OUTLET OR (SEE RISER DETAIL) LEVEL SPREADER TEMP. POND CONTROL ME WE 1. REFER TO LANDSCAPE DWG a FOR SPECIFIC TREES TO BE FENCED. CITY OE RENTON Planning/Building/Public Works Dept. 1-7/8- STRUCTURA# WEIGHT STEED POST SET 2' BELOW GRADE WITH .11 GAUGE � tN GALVANIZED NI_ N C MESH SET POSTS 10' D.C, MAX. 2'-0" TYP:.. iiiiiiiiiiiiiiIIiiiiiiiiiiii JqIpIIIIIIII Detg&-f L4079m w ILA J 0CL Q v v v v 0 0 0 0 0 Li 0 Lli 0 L1J ct 0 W m m m m NANTUCKET SHORT PLAT NANTUCKET AVENUE, LLC EROSION CONTROL DETAILS & NOTES 2820 PARK AVENUE NORTH 05/01/2015 RELDWOK: PAGE: WAMANG NO: Yiir. 4 OR 20 Em co CD CD CD LO T Z .......... 0 LL LU 0() LU LU a� UMC M 0;5 . . .......... .... . .. rr C M 03 U �D 0 LU rr rr C4 00 n 151 LL LD Zz 15 M 0 �r U) F -- W D F - z Z 0 .......... M� LU 0() LU LU a� o� 0;5 . . .......... .... . .. b-0 M P-0 mLIC11 03 U �D LO C4 00 :5 Z -J t 151 LL 03 RAR FACH CORP04; 1-3 BAR EACH SIDE ............ FR"fi AND VANED GRATE ONE #3 MR HOOP f OR V HEI T. tW0 03 BAR ROOM. 14)k 1�' HF041 RECTANGULAR ADJUSTMENT SECTION llrl - 93 BAR EACH CORNER 1W W ---N tJ BAR �AOOV PRECAST BASE SECTION PIPE ALLOWANCES .......... LU Wam LU LU .......... ­ ..... . .......... .. RFDNFCPCE0 OR LLj 1011 LO . . .......... .... . .. LLilo mLIC11 cw: M LO C :5 Z -J t 151 LL n LU ❑M Zz 15 M CD LU LLJ < CD END LU rr N n 3+18.91 LL 03 RAR FACH CORP04; 1-3 BAR EACH SIDE ............ FR"fi AND VANED GRATE ONE #3 MR HOOP f OR V HEI T. tW0 03 BAR ROOM. 14)k 1�' HF041 RECTANGULAR ADJUSTMENT SECTION llrl - 93 BAR EACH CORNER 1W W ---N tJ BAR �AOOV PRECAST BASE SECTION PIPE ALLOWANCES .......... 14PE MTMAL Wam .......... ­ ..... . .......... .. RFDNFCPCE0 OR LLj LU . . .......... .... . .. ACL METAL PfPF mLIC11 CPL* LO (STOI-SFF-44-A.20; -M 151 ($TO aPEC, 4€t.121t) n LU ❑M Zz 15 Z CD CORRUGATED POLYETHYLENE LLJ < STORM SEWFR Pipf, END OF ROAD 03 RAR FACH CORP04; 1-3 BAR EACH SIDE ............ FR"fi AND VANED GRATE ONE #3 MR HOOP f OR V HEI T. tW0 03 BAR ROOM. 14)k 1�' HF041 RECTANGULAR ADJUSTMENT SECTION llrl - 93 BAR EACH CORNER 1W W ---N tJ BAR �AOOV PRECAST BASE SECTION PIPE ALLOWANCES .......... 14PE MTMAL Wam .......... ­ ..... . .......... .. RFDNFCPCE0 OR ... . ...... PLAIN CONCRETE . . .......... .... . .. ACL METAL PfPF CPL* 12' (STOI-SFF-44-A.20; SQ.10 WALL PVC 151 ($TO aPEC, 4€t.121t) Pik OFILEWALLPVC, 15 (sro SPEC, � -G* 121.21" --- --------------------------------------------------- CORRUGATED POLYETHYLENE ----- STORM SEWFR Pipf, END NOTES I As acceptable afternatives to The rebar shown fn the PRECAST BASE SECTION, fibers (p4aced according to the Standard Spectications), or 1wire mesh having a minim area of 0,12 square *w- per per fbot Shap be used with the rn*n"um required rebar shown in the ALTERNATIVE PRECAST OASE SECTION - Wire nvsh "I not be pieced ry the knocouts, 2, The knoc*out diametew shalt not be greater than 20' Knocker shall Dave a wall thw*ness of 2' min urn to 2.5* maximum. Provide a I.5'' trinimurn gap between the knockout wall and the outside of dw pipe After the pipe is installed, Mi ff* gap with joint mortar in accordance with Standard Sped anion 9.04,3. 3, The. maximum depth fro the finished grade to the k"st pipe invert shalt be 5', 4. The frame and grate must be wtstallod wft " ftenge down. 5, The PTecast Base Section nW have a rounded Sow, and ft waft awy be sloped at a rate of 114 or swoper. 6 Tl* openitQ sW be measured at the top of the precasit base socbon, 7 AD pickup holes shall be grouted full after the basin has been plam-d. 8. AN grade rings and castings shall be set in mortar m aocordanc* with Standard Spooftabon 9.04 3 �SEL NOTt I ALTERNATIVE PREICAST BAU SECTION F"RIC WORK, CATCH 13AS114 TYPI UE I A DEPARIMENT SF.: NOIE-2 . . . . . . . . . . . . . . . . STD. PLAN 200-00 LA C1 2008 + W I CH RLM "" t0F P-Puwr- i'OkArp, 9,P -%MF A11,40 GRATE - NOT WCLu0'v,',-1 E N "IR zz A NO G Ln"TE R WO, trem WIP ROADWAY ..... .... -------------------------------- - 'OU ACRAIIA N1 SEUMIOIN - N—`YT hNG ARV CATCH BASIN WT W1111 -k -1D 11 'RIll CORS AW) GUTTERIWEME'v, Ifta 11tv removal The intenw, f this designo 'js tfacd, te, k of a catch basin with minimal. disturbance . . . . . . . . . . . . . . . of the Curb, 4 lie expan ,sion 'pints of the T adjacpnt sidevvalk shall be adjQsted to be In fine with t ese cu pansion joints. z 1 T qc- C1111110*116SHT COUCRETE CURB #NSTALLATION AT D P -'P -40IN"IM F N T 'CATCH SA61148 CALL 811 BEFORE YOU DIG! OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON Mew, 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 ENLARGEMENT OF APPROACH SEE SHEET 6 LOT DRAINAGE - SEE SHEET 8 STA. 12+49 •�0 13.0' Z BEGIN 130TONt"OF DRIVE`WAY APPROACH PER CITY STD.PLAN #104.3 LOT 5 SEE ENLARGEMENT ABOVE INSTALL P RVIATE STREET" SIGN 00 8 LOT 4 • )FriCti ............ M .... . . . . . ....... 7.77'4 .7 1..7 ... . 77. ........... .... ... ... .. ............. .............. ................ PROJECT SHALL COMPLY WITH CITY OF RENTON'S TRENCH RESTORATION AND OVERLAY REQUIREMENTS. 6"MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS PRIVATE ACCESS STREET LCAT 7 % END OF ROAD N STA. 3+18.91 ...... ... R� ...... ... PROPERTY LINE STA. 3+21.08 '(PR STA. 1+75.0. 9.08' CB#1 , TYPE 1 W/VANED GRATE RIM=209.58 IE=206.58, 12" L* 0x- 00000 0 1 00 0 00 wO o Z 0 0 : 00 27460 0 0 *, � 4� "1 0- 0,O' O/ST0o-* - " FSS��N000" C ONAL " 07/01/2015 NO. SURVEYED: SCALE- LANKTREE SURVEYING SCALE DESIGNED: D.L. OFFE, P.E. DRAWN: D. L. OFFE, P.E. ONE INCH CHECKED: AT FULL SCALE F NOT ONE INCH REVISION BY DATE APPR I APPROVED: SCALE ACCORDINGLY VERTICAL* NAVD 199 HORIZONTAL W IM/Iftl DATUM GRAPHIC SCALE 0 10 20 40 I inch = 20 feet RECOMMENDED FOR APPROVAL Bye Date: By: Date: By: Date: By: Date: CITY OF NANTUCKET SHORT PLAT RENTON NANTUCKET AVENUE, LLC PRIVATE ACCESS STREET PLAN & PROFILE Plan ning/Building/Public Works Dept. 2820 PARK AVENUE NORTH • 07/01/2015 MUM": PAGE: DRAWING NO: SHEET- 5 OF. 20 M O d' T 0 0 LO T Z D.I.@S=1.00% Q n- (PUBLIC) ) �m m CB#9, TYPE ~71 W I O I E=200.16, 4 a 12" SW) 641-F., 12" a (PUBLIC) N °Ir L ' _ 2 z N N N N + N 0 1' •♦ �•: ':•. :f .♦ ..ti ";fir .7 ':3� ..# a W 4 1'� w .L Y f. • •I a+.. i a f f u - V 0 m C=) D.I.@S=1.00% Q n- (PUBLIC) ) c0 � o m CB#9, TYPE CLj LL! W I O I E=200.16, 4 n 12" SW) 641-F., 12" LOW (PUBLIC) N 3 L ' _ 2 Q 0 Lu z LLj n �m z LL z� m Uw �a rr CD °Er n 0 LL a 35.50' NEW R/W z_ J Of w z DETERMINED BY FIELD CONDITIONS BY GEOTECHNICAL ENGINEER. 3' m z J Z o' Lu <> z � W �U -I- z' 0 W z af w Cn z z � 0 01 10' A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON z 0 Ln 2" MIN. GRIND AND OVERLAY 20 MINIMUM WIDTH NORTH 28th STREET CALF 81 1 3 w BEFORE YOU DIG! OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. (PUBLIC) STA. 20+32.43. 23.05' RT. CB 8, TYPE 1—L W THRU CURB INLET RIM=203.10 IE=200.50, 12" Z W Q 34LF., 12" D.I.@S=1.00% Q n- (PUBLIC) ) c0 � o m CB#9, TYPE CLj LL! W RIM=202.50 z G CU I E=200.16, 12" NE) n 12" SW) 641-F., 12" LOW (PUBLIC) r, rr a. � m o+ _ 2 z N N N N + N �Z z 1' •♦ �•: ':•. :f .♦ ..ti ";fir .7 ':3� ..# a W 4 1'� w .L Y f. • •I a+.. i a f f z Q V 0 m 35.50' NEW R/W z_ J Of w z DETERMINED BY FIELD CONDITIONS BY GEOTECHNICAL ENGINEER. 3' m z J Z o' Lu <> z � W �U -I- z' 0 W z af w Cn z z � 0 01 10' A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON z 0 Ln 2" MIN. GRIND AND OVERLAY 20 MINIMUM WIDTH NORTH 28th STREET CALF 81 1 3 w BEFORE YOU DIG! OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. (PUBLIC) STA. 20+32.43. 23.05' RT. CB 8, TYPE 1—L W THRU CURB INLET RIM=203.10 IE=200.50, 12" Z W Q 34LF., 12" D.I.@S=1.00% (PUBLIC) n- (PUBLIC) ) c0 � o s STA. 20+11.10 4.31 LT. CB#9, TYPE 1 W VANED GRATE RIM=202.50 I E� • �0.51, I E=200.16, 12" NE) IE=198.00, 12" SW) 641-F., 12" , N -12@S=7.47% (PUBLIC) r, 8LF., 12" N -12®S=1.07% (PUBLIC) IE=199.75 SEE VAULT LAYOUT SHEET 10-- ! I I !I !I SEE SHEET 7 II II i! I! L. o �yv°°°°°°ma °°�� � 0 ' �' goy° C -a 'Do �G° 0 ° ',p ° � 27460 O ° 0 ° ° 0 0 �['n°°°cJsTE` ° `sV 000000 00 (PUBLIC) STA. 10+56.81. 80.0' LT. CB 7, TYPE II -48" W SOLID LOCKING LID RIM=205.30 IE=199.84, 12" LOT DRAINAGE — SEE SHEET 8 631-F., 12" N -12@S=1.07% (PUBLIC) K LST,. • (PUBLfi} LOT 4SEE ENLARGEMENT !i 1.. STA. 10'+55.70 .08' LT. �.; SHEET 5 • C B#6, TYPE 1 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: 811 251-F., 12" N-12 S=1.00%, (PUBLIC) NORTH 28th STREET; STA. 10+00 PARK AVE NORTH; STA. 20+09.00 PARK AVE NORTH: STA. 20+00.00 FLOW LINE ELEVATIONS TYPICAL CURB RETURNS STA. 10+48.79, 13.00' LT. PC=203.68 IE NORTH 28th STREET A R=35.00' L=55.55' DELTA/2=203.10 DELTA=90°56' 17" PT=233.50 FL PARK AVENUE NORTH STA. 20+57.79, 13.00' RT. CB#2, (PRIVATE 12" (PRIVATE) STA. 12+82.25 13 LT. END VERT. CURB AND GUTTER .. , . Y k' 5 4 M INN � s (PUBLIC) k PROJECT SHALL COMPLY WITH CITY OF RENTON'S TRENCH RESTORATION AND OVERLAY REQUIREMENTS. _ 00 : o r z J W, VANED GRATE � co r- N c0 � o YO RIM 203.79. b SEE SHEET 5 ,..^ I E� • �0.51, � . o o � .. t: Arix E�00.75 y. �., (NO SUMP) 00m0 °o+ o Q47 o+ , z r N� N N N N N + N :f�,.: w: 1' •♦ �•: ':•. :f .♦ ..ti ";fir .7 ':3� ..# a N N w r r l k w .L Y f. • •I a+.. i a f f 5 : ^ 215 : 0 0 m W ... .• .. ... .. .. ... ✓-. .. - .;: ,,... � fir: yr • r. .f. .:.., ,.�, :. ..--:,.,... r.... . :........ .. .. ,.--......... �,........... {:. ...d._ ��} tton u. _... N :. .. ... ,,: .. ... ._3.,,,... -... ..�+c�......v.{v..:. xW. V.,.. v. as............. ....... .......... ,,,.. .. ...., .,. ... . ... ...................... ... ... ...-..--. .... ..... ...... ........: .. ........ ..... .-.... -. i.._. • V P`"••� .:: ,. 7/{ :,.q yr.',..,..' ..,.m..x. 251-F., 12" N-12 S=1.00%, (PUBLIC) NORTH 28th STREET; STA. 10+00 PARK AVE NORTH; STA. 20+09.00 PARK AVE NORTH: STA. 20+00.00 FLOW LINE ELEVATIONS TYPICAL CURB RETURNS STA. 10+48.79, 13.00' LT. PC=203.68 IE NORTH 28th STREET A R=35.00' L=55.55' DELTA/2=203.10 DELTA=90°56' 17" PT=233.50 FL PARK AVENUE NORTH STA. 20+57.79, 13.00' RT. CB#2, (PRIVATE 12" (PRIVATE) STA. 12+82.25 13 LT. END VERT. CURB AND GUTTER .. , . Y k' 5 4 M INN � s (PUBLIC) k PROJECT SHALL COMPLY WITH CITY OF RENTON'S TRENCH RESTORATION AND OVERLAY REQUIREMENTS. _ 00 : o r z Co z c0 Cr- Co o YO c0 Co c0 Co no rn � co r- N c0 � o YO o o o� b 00 o o o � Co 0 0 0 0 N 0 m 0 0 0 00m0 °o+ o Q47 o+ ;N N� N N N N N + N N N N N + N N N ^ 215 : 0 0 m W WN 21.E GRAPHIC SCALE :... Q�N . J .. :. coQ • 0 10 20 40 o_ V' ry 210 O _ inch 20 feet :. � .,......,. :.. :.. :...: .............•.•: ...............................:.21p 00'- _ FLOWLINE OF: GUTTER SURVEYED: :MVDI OF NANTUCKET SHORT PLAT 07/01/2015 LANE:: SURVEYING SCALE wnzowm- NAD1m/'1*'CITY / DESIGNED: D.L. OFFE, P.E. NANTUCKET AVENUE, LLC PAGE. E DPAWN: _ RENTON D.L. OFFE, P.E. ONE ,NC{ DATUM NORTH 28th STREET PLAN &PROFILE Dw`VANG NO: CHECKED: AT FULL SCALE Planning/Building/Public works Dept.IF Mn ONE INCH 2$20 PARK AVENUE NORTH U N A L APPROVED: SCALE ACCORMOLY SHEET: OF 07/01 /2015 N0. REVISION BY DATE APPR 6 20 m m� C'7 0 `t - T C:) C:) LO T limb uD m Uo i. p ac ujm Li Q LL 9) 0 — IL th M� C* HZ 1 o � o 5 -bb LU i z z Cu �� �o E-+ N ELEVATIONS 00 N Z r� Q �0���-y UJ LL Z zN Ln L, L.Ll CO cm T2 wz Z� Q a M rr ow uj r rrm n CD LL UJ FOr WITES STD PLAN' 104,° STD. PLAN 104.3 p.R Ty y y L l_ 3 A { }} } C iAT ki T F Cx .s. h.' CALF 8 1 1 CURB AND GOTTUR ' .... BEFORE YOU DIG! OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON CB#8t T (PUBLIC) 701-F.. 12" N-12 ®S=0.73% STA. 21+07.24, 13.00' RT. CENTER 12' DRIVEWAY APPROACH STA. 21+02.41, 28.5( CB 10, TYPE 1 W SOLID LOCKING LID RIM=205.10 E=200.68, 12" (PUBLIC) STA. 21+60.0. 12.08' RT. CB 13, TYPE 1 W VANED GRATE RIM=205.25 IE=201.51, 12" STA. 21+60.0. 13.00' RT. END VERT. CURB AND GUTTER 26.50' NEW R/W 13' -® 13.5' 13' +� 3' SAW CUT I -2% - 2% t ••s �/ 5' S I D EWALK 8' LANDSCAPE STRIP 0.50' VERT. CURB & GUTTER 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. PARK AVENUE NORTH STA. 22+67.14 13.00' RT. BEGIN 5 SIDEWALK INSTALL TEMP. ADA RAMP W/TRUNCATED DOMES (PUBLIC) STA. 23+30.49. 12.08' RT. C B 14, TYPE 1 W VANED GRATE RIM=204.86 IE=202.36, 12" STA. 23+30.0, 13.00' RT. END 5 SIDEWALK INSTALL TEMP. ADA RAMP W/TRUNCATED DOMES A R=35.00' L=55.55' DELTA=90056'17" LOT DRAINAGE - SEE SHEET 8 PROJECT SHALL COMPLY WITH CITY OF RENTON'S STA. 10+48.79, 13.00' LT. PC 203 68 NORTH 28 TRENCH RESTORATION AND OVERLAY REQUIREMENTS. — — IL th Q 0 im Lu LU i z z Cu �� OW LINE ELEVATIONS LLi COn w �Z> Z r� LuZ w z z¢ V 0 NORTH a FOr WITES STD PLAN' 104,° STD. PLAN 104.3 p.R Ty y y L l_ 3 A { }} } C iAT ki T F Cx .s. h.' CALF 8 1 1 CURB AND GOTTUR ' .... BEFORE YOU DIG! OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON CB#8t T (PUBLIC) 701-F.. 12" N-12 ®S=0.73% STA. 21+07.24, 13.00' RT. CENTER 12' DRIVEWAY APPROACH STA. 21+02.41, 28.5( CB 10, TYPE 1 W SOLID LOCKING LID RIM=205.10 E=200.68, 12" (PUBLIC) STA. 21+60.0. 12.08' RT. CB 13, TYPE 1 W VANED GRATE RIM=205.25 IE=201.51, 12" STA. 21+60.0. 13.00' RT. END VERT. CURB AND GUTTER 26.50' NEW R/W 13' -® 13.5' 13' +� 3' SAW CUT I -2% - 2% t ••s �/ 5' S I D EWALK 8' LANDSCAPE STRIP 0.50' VERT. CURB & GUTTER 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. PARK AVENUE NORTH STA. 22+67.14 13.00' RT. BEGIN 5 SIDEWALK INSTALL TEMP. ADA RAMP W/TRUNCATED DOMES (PUBLIC) STA. 23+30.49. 12.08' RT. C B 14, TYPE 1 W VANED GRATE RIM=204.86 IE=202.36, 12" STA. 23+30.0, 13.00' RT. END 5 SIDEWALK INSTALL TEMP. ADA RAMP W/TRUNCATED DOMES A R=35.00' L=55.55' DELTA=90056'17" LOT DRAINAGE - SEE SHEET 8 PROJECT SHALL COMPLY WITH CITY OF RENTON'S STA. 10+48.79, 13.00' LT. PC 203 68 NORTH 28 TRENCH RESTORATION AND OVERLAY REQUIREMENTS. — 195 ........................ 20+00 L. 000600 0 ° °0dF 4YASy/Nci ,Ct' O o ° O O O O O ° 0 27460 0 ° C/STER���,� Sv 0000000t� �UNAL 07/01/2015 1 N0. � w uj ui Oquj (flu rn `n `n rte. U O� U O Kj d= N _cn UteNO_ �m�J CV CD Cl -u in— II C-4 FLli! ' :Dm:2w. :PARK'AVENUE N0F�TH21+0022+00 383007 23+00 SURVEYED: SCALE: GRAPHIC SCALE 0 10 20 40 1 inch = 20 feet RECOMMENDED FOR APPROVAL By= Date:'���''S" By: Date: By: Date: By: Date: LANKTREE SURVEYINGMOD ' 'LR CITY 0FNANTUCKET SHORT PLAT DESIGNED: SCALE I�RIzoNrAL"�° '� '�' D.L. OFFE, P.E. RENTON NANTUCKET AVENUE, LLC DRAWN: .L. OFFE, P.E. ONE INCHDATU M - PARK AVENUE NORTH PLAN & PROFILE CHECKED: AT FULL SCALE Planning/Building/Public works Dept. IF NOT ONE INCH 2820 PARK AVENUE NORTH REVISION BY DATE AP P R APPROVED: SCALE ACCORDMIGLY Q -3S.300 7 07/01/2015 FIEUXXM: PAGE: DRAWING NO: SHS- 7 M 20 — IL th STREET DELTA/2=203.10 OW LINE ELEVATIONS FLOW LINE ELEVATIONS PT=233.50 E PARK AVENUE NORTH (TYPICAL) TYPICAL) STA. 20+57.799 13.00 RT. 00 00 66 O z 0 Z 0 O 0 YO N N cfl I O r7 m co 00 O O O 0 �7 tet' o d- ofof:--tf3 � � � 0 d- d- 215 N o m oN J cn V) cv c O 210 'Z : : : 210 . , . . . . . . , 1--', , . . , . . . . . , . . . . , . . . . . . CoQ '. ., N I cr- cr_ 0 , FLOWLI N E OF GUTTER o ; TOP OF VERTICAL CURB ; 205: ^ - 205 170LF., 12" ;D.I. @S=0.50% e ' � " � N-12C�S-0.�3% 0 70LF., 12 200, 200 195 ........................ 20+00 L. 000600 0 ° °0dF 4YASy/Nci ,Ct' O o ° O O O O O ° 0 27460 0 ° C/STER���,� Sv 0000000t� �UNAL 07/01/2015 1 N0. � w uj ui Oquj (flu rn `n `n rte. U O� U O Kj d= N _cn UteNO_ �m�J CV CD Cl -u in— II C-4 FLli! ' :Dm:2w. :PARK'AVENUE N0F�TH21+0022+00 383007 23+00 SURVEYED: SCALE: GRAPHIC SCALE 0 10 20 40 1 inch = 20 feet RECOMMENDED FOR APPROVAL By= Date:'���''S" By: Date: By: Date: By: Date: LANKTREE SURVEYINGMOD ' 'LR CITY 0FNANTUCKET SHORT PLAT DESIGNED: SCALE I�RIzoNrAL"�° '� '�' D.L. OFFE, P.E. RENTON NANTUCKET AVENUE, LLC DRAWN: .L. OFFE, P.E. ONE INCHDATU M - PARK AVENUE NORTH PLAN & PROFILE CHECKED: AT FULL SCALE Planning/Building/Public works Dept. IF NOT ONE INCH 2820 PARK AVENUE NORTH REVISION BY DATE AP P R APPROVED: SCALE ACCORDMIGLY Q -3S.300 7 07/01/2015 FIEUXXM: PAGE: DRAWING NO: SHS- 7 M 20 Q Q w z zN LC Cc i wr w =m W � I z i I Q • m� rn W I x U w i ❑ L LU Ir C -L n M Lj LL I 0 Q i U] m L) L U� CD rrIr 0() w W LD m LL INFILTRATION �: Q Q w z zN LC Cc i wr w =m W � I z i I Q • m� rn W I x U w i ❑ L LU Ir C -L n M Lj LL I 0 Q M� 0 0() w W a' O m M 00 INFILTRATION �: CU. �D O DRY 00 N Z :>> 4,000 z. w� Q Q w z zN LC Cc i wr w =m W � I z i I Q • m� rn W I x U w i ❑ L LU Ir C -L n M Lj LL I 0 cY) O 'd' T O 0 L0 T LOT DRAINAGE NOTES : SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS b. COMPLIANCE WITH THE BMP REQUIREMENT MUST BE CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST ADDRESSED IN THE SINGLE FAMILY RESIDENTIAL BUILDING PERMIT MANAGEMENT PRACTICES AS LISTED IN THE TABLE BELOW AS WELL AS ANY DRAINAGE REVIEW WHEN AN APPLICATION IS MADE FOR A SINGLE DECLARATION OF COVENANTS AND GRANTS OF EASEMENT. COMPLIANCE WITH THIS FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT. STIPULATION MUST BE ADDRESSED IN THE "SINGLE FAMILY RESIDENCE BUILDING c. ALL CONNECTIONS TO THE DOWNSTREAM DRAINAGE SYSTEM PERMIT DRAINAGE REVIEW" WHEN ANY APPLICATION IS MADE FOR A BUILDING PERMIT SHALL BE VIA A PERFORATED PIPE CONNECTION. FOR THE LOT. SEE DETAILS THIS SHEET. d. ALL INDIVIDUAL FLOW CONTROL BMP's SHALL BE PRIVATELY OWNED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT LOT NUMBER Q BMP 0 M w W z �, m �' INFILTRATION �: CU. oma DRY WELLS Z :>> 4,000 z. w� FEET Z FULL Q � 7 CL �- cY) O 'd' T O 0 L0 T LOT DRAINAGE NOTES : SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS b. COMPLIANCE WITH THE BMP REQUIREMENT MUST BE CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST ADDRESSED IN THE SINGLE FAMILY RESIDENTIAL BUILDING PERMIT MANAGEMENT PRACTICES AS LISTED IN THE TABLE BELOW AS WELL AS ANY DRAINAGE REVIEW WHEN AN APPLICATION IS MADE FOR A SINGLE DECLARATION OF COVENANTS AND GRANTS OF EASEMENT. COMPLIANCE WITH THIS FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT. STIPULATION MUST BE ADDRESSED IN THE "SINGLE FAMILY RESIDENCE BUILDING c. ALL CONNECTIONS TO THE DOWNSTREAM DRAINAGE SYSTEM PERMIT DRAINAGE REVIEW" WHEN ANY APPLICATION IS MADE FOR A BUILDING PERMIT SHALL BE VIA A PERFORATED PIPE CONNECTION. FOR THE LOT. SEE DETAILS THIS SHEET. d. ALL INDIVIDUAL FLOW CONTROL BMP's SHALL BE PRIVATELY OWNED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT LOT NUMBER For WTES see STD PLAN 104.2 BMP TYPE STV PLAN I W 1 as appkable, NA MAXIMUM IMPERVIOUS (SQ. FT.) 1 FULL INFILTRATION 90 CU. FT. DRY WELLS 4 EACH 4,000 SQ. FEET 2 FULL INFILTRATION _ 90 CU. FT. DRY WELLS _ 4 EACH 4,000 SQ. FEET 3 FULL INFILTRATION — 90 CU. FT. DRY WELLS — 4 EACH 4,000 SQ. FEET 4 FULL INFILTRATION — 90 CU. FT. DRY WELLS — 4 EACH 4,000 SQ. FEET 5 FULL INFILTRATION 90 CU. FT. DRY WELLS — 4 EACH 4,000 SQ. FEET 6 FULL INFILTRATION _ 90 CU. FT. DRY WELLS — 4 EACH 4,000 SQ. FEET DOES NOT INCLUDE AREA OF PRIVATE ACCESS ROAD 7 FULL INFILTRATION — 90 CU. FT. DRY WELLS — 4 EACH 41000 SQ. FEET PRIVATE ACCESS ROAD WAS TREATED UNDER 8 FULL INFILTRATION — 90 CU. FT. DRY WELLS — 4 EACH 4,000 SQ. FEET SEPARATE BMP. DRY WELL FRONT DRY WELLS IN REAR YARD TO COLLECT D/W OF HOUSE TO COLLECT (TYPICAL) /RUNOFF FROM NEW HOUSE (TYPICAL) CTI 15' 0 IN 0: o IN ........ L ! I OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. NORTH 28th STREET L.O � ;6 0 yY°000000d" 0 0 ° o ° e r °� z ° 0 e o ° ° 27460 Q e° e 0 e 0IsTFA " OhAL 05/05/2015 NO. oar I � o� q �I .I RECOMMENDED FOR APPROVAL By: Date: ** • By: Date: By: Date: By: Date: ,Is .I a ."t i 611 Tri �r ..L ...... ttO DIr+t'". 014T rkirp CEMENT CONCRETE PEDESTRIAN CURB ,yt t. CEMENT CONCRETE TRAFFIC CURS AND GUTTER t Ulf, Oil PAN PST SICE W K RAM` ENTROk %t,. fi DEPRESSED CURB SECTION .�ckaAT R.SM NTIAL O`EWAYS UKY. t FO C01AWRML I�*W&YS SES. STO PLAN 1,042, DEPRESSED CURB SECTION ,.wRe AT SIS fr—WALK RAM PS 6 a Z 9 E .t, fROADWA%` ff CEMENT CONCRETE TRAFFIC OURS DERRES sED CURB DETAIL Z, Not jsob, w a- I%°#ta�1 x.I iii .a d.€ti�.:.; f" Win: d$x �.f`' z: f "%+.. '�: *4ma aAr T !,,', i 2: PLN 101 CEMENT CONCRO"M CURDS D S it ;` A SEAL W TH AR 4000 OR APPROVED EQUAL ANIS DRY SAND AFTER PATCHING PATCHED AREA PLAN NTS SECTION A ---A 2" ASPHALT CLASS "13" OR AS APPROVED BY THE ENGINEER. 4" CONCRETE, tiQIE5; REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE WENCH #S EQUAL TO THE. DIAMETER OF THE FRAME PLIAS TWO FEET" ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS I CONCRETE BLOCKS PER STID, PLAN 4W.t REPLACE ALL BUT TOP 2" OF EXCAVATED MATERIAL YW` H CLASS 3" CONCRETE (3/4). F'INtSH PAVEMENT SURFACE WTH 2°' OF ASPHALT CLASS 'R' OR AS APPROVED BY THE ENGINEER. TYPICAL. UTILITY COVER '..at • PUBLIC WORKS ADJUSTMENT AMM ENT FOR DF-PARTMENT PAVEMENT OR OVERLAY SLANKTREE SURVEYING sray.E. SCALE DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. ONE INCH CHECKED: ---d AT FULL SCALE IF NOT ONE INCH REVISION BY DATE AP P R 11 APPROVED: SCALE ACCORD14GLY VERTICAL: NAVD 1988 HORIZONTAL: NO 19MI<.3/1991 DATUM STD. PLAN — 400.4 DECEMBER 2010 CITY OE RENTON Planning/Building/Public Works Dept. ---------------- 0, Oetch Resits (Yard Drain) 0 DRYI k 48iameter Inch le Filed PLAN AEW Drain Rm* NTS �A 15' mim---------------- NTS Merle Center of Hol with .1" Capped PVC or Other mean Topsoil Flush with Surtace cl Min. 4'elle. ry 48 Ich Diameter' Err l Sides of H u Male FOW with Listed with 11A2 3"Washed Filler FebrisDrain Rock Min. I ` abo a Searlal High Groundwater TAW 200K) Surface Wait .c f:*,sit Manua] Appendix f'"' C47 . M7 WON, SPU 4, yyt� 3E .. RENa aka Q �.•..,.�,,.,$�v, la �� 2 ! k x ar +y'k3 JA "T TO Q, URB 1"mp ? `^ € rvAut Mxr-,W- � �5" a nn` �"' `N. YF�vr •5'+nMK 4i5t »"�r�n< �`4 '+' i .Y.k4 » ........, pF•4� t .............. .� .: b`$`' is�� ,rea;� a „ �• sky: :: _ _. , iY. a�n� .iR�� ��'X,� ale,+.k.�' °iL.`�7 •� .. �k iln � � FiP M+.D�. �. MCE`'�'l. , O •.«U.ft AND A,t6.oG i'r't`'A,:. L. .rOtiP-dr PUERY $—*``+Y'^+.$,»KADJACENT' T WkALL DE' ": IL IN '..> �.;, i•t'���'l'.P;. R .w .tile n s 1 Al "' , 0 aAPUFrT+i t'a:t }�iLf�Mw� W i }G COWIN •��zs �"r �fi � r#• ^t NANTUCKET SHORT PLAT NANTUCKET AVENUE, LLC ROAD/STORM DETAILS & NOTES 2820 PARK AVENUE NORTH UNINEW 05/05/2015 REUXKM: PAGE: DRAWING N0: For WTES see STD PLAN 104.2 Paved sudaws mug, coniply with STV PLAN I W 1 as appkable, NA 2Y.i M jyRF . 'fi4xi R"z.H#':. N 3II� r Mme. 102 CEMENT CONCRETE - - � R � SIDIEWALK � .Ziff ,e, row-, A d it:Liskr,a-Xiw. NANTUCKET SHORT PLAT NANTUCKET AVENUE, LLC ROAD/STORM DETAILS & NOTES 2820 PARK AVENUE NORTH UNINEW 05/05/2015 REUXKM: PAGE: DRAWING N0: CD Q en CC Lfjw a� �Lu u.� O LU V ;> as a Q 2 a CD 00 Z N LuMIT Er n a i M m �Lu c� 12 171° a rr , a n LL CD Q en CC E_.I a� c u.� O LU V ;> as z C'J LO n LL IU LU 2 �o E-� N CD 00 Z N Luz Wz n STORM WATER STANDARD PLAN NOTES M 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 0 N" 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING r MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 0 O 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE LO (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND T- MUNICICPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS D ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (e.g. DOMESTIC WATER CONVEYANCE, SEWER Q CONVEYANCE, GAS, ELECTRICAL, ETC.). THE SURFACE WATER DRAINAGE SYSTEM SHALL BE -� CONSTRUCTED ACCORDING TO THE APPROVAED PLANS, WHICH ARE ON FILE WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION 0 IS IN PROGRESS. "L 6. GRADING ACTIVITIES SITE ALTERATION ARE LIMITED TO THE HOUYRS OF 7 A.M. TO 7 P.M. CAf) ' MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE I--- APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. W 7. IT SHALL BE THE APPLICANT CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. D �--- 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS z 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 z RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTES ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW AND APPROVAL. 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% (PERCENT) DENSITY, STANDARD PROCTOR. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTANED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER SECTION. 15. ALL PIPES AND APPURTENANCES SHALL BE LAID ON THE PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION OF ROAD AND BRIDGE CONSTRUCTION. THIS SHALL_ INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS, PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA 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. 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS, UNLESS OTHERWISE SHOWN ON THE APPROVED PLANS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACK LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN 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. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE 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. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2"x4" STAKE MARKED "STORM" OD "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO OTHER UTLILITES (e.g. POWER, GAS, TELEPHONE, TELEVISION). OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. 22 F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT/HOME OWNER. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23. ALL DISTURBED AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPCITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABLILTY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS RMC 4-3-050). 1/2-X4- EXPANSION MATERIAL 1/4-R AT JOINTS 1/2-X4" EXPANSION MATERIAL v CEM. CONC. CURB AND GUTTER 1/4-R AT JOINTS A SORE LINES TO BE RADIAL - 70 CURB AND GUTTER + •w 1/2-X4" EXPANSION MATERIAL 1/4-R AT JOINTS SCORE LINES 1/4 -/FT. SLOPE 1/2-R "Vr-WIDTH OF SIDEWALK 1/2"X5" EXPANSION MATERIAL CURB RETURN ONLY In WEA 1/2"R 1/4 -/FT. SLOPE 4" .Nr 4' 1" � PAVEMENT AS PER PLANS STANDARD CEM, CONC. CURB AND GUTTER SECTION A -A SEE SHEET 2.5.1 FOR ROAD -WAY DEVELOPMENT STANDARDS PAVEMENT AS PER PLANS PARKWAY STANDARD CEM. CONE. CUR® AND CUTTER SECTION B -B GENERAL NOTE& JMTS: DUMMY JKXNTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 14' C/r- THEY SHALL NOT Sr LESS THAN 3/18' IN THICKNESS AND SHALL BE n-WNDM 2- BELOW THE GUTTER IJNE_ 1/2' THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL EXTEND 1' BELOW CONCRETE. WHERE THE SIDEWALK IS TO BE PLACM AGANST THE CURB AND GUTTER, INE JOINT SHALL BE A MD JOINT. 1/2'X 5" EXPANSION MATERIAL SHALL BE PLACED FROM P.C:'S TO P.T.'S AT ALL CURB RETURN& llr) 4" EXPANSION MATERIAL SHALL BE PLACED AT EVERY FOURTH SIDEWALK PANEL THE CONCRETE MIK FOR SIDEWALKS SMALL COWORM TO THE REQUIREMENTS OF CLASS B C3/4") WITH AMR ENTRAINT. THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 2 1/2' 70OLED FINISH. SUBGRADE COMPACTION SHALL BE 9= (MODIFIED PROCTOMi). L, 0960000 00 , ,Nc 00 . r lOy° �° A° ° o ° O .�. O • O O O ° 27460 °° o° ° �1 °00 �sS/ONAL°°�� 06/01/2015 TYPICAL SIDEWAIX ADOPTED Crff OF Rgdi'P N �Mp STAH1aARD PLANS IM DATE: 04/04 DWG. NAME: F007 SP PAGE: F007 CCTV INSPECTION NOTE: a. THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCTV INSEPCTION VIDEOS AND WRITTEN REPORTS. THE CCTV INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY OWNED/MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE WITHTHE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS VIEWABLE BY STANDARD VIDEO PLAYER (i.e. mpg VIDEO FILE FORMAT) AND IS COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTRURES AS SHOWN (AND IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION PLANS. b. THE COSTS INCURRED IN MARKING THE INITIAL CCN INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS INCURED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCTV INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCTV INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQUIRED BY THE CITY TO VERIFY THE CORRECTION OF SAID DEFICIENCY. c. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCTV INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE DEVELOPER. tsy 11, r` ._,FAIN SURFACE AND BOTTOM AREA, OVOE LlNiFOR r1CC2N'[ rhe; T THE $URj;A F ARft A Of THE MSE SFCTJON MUS" BE GROUTED TO THE E10110M AREA OF THE DJUSTT NT SECV, . RECOMMEND D FOR APPROVAL By: Dater By: Date: By: Date: By: Date: 4� k. FRASNE AND VA�NI D N'�NI;A�TE Atl'�,�USTI NIT SECTION NOT" I . THE COVER. OR GRATING OF A CATCH BASIN SHALL NOT EIDE GROUTED TO FINAL GRATE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT 15 TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER T GROUT GRATING IN PLACE IN ACCORDANCE ITHI STANDARD SPECIFICATION 7-05.3- 2, SHIMS SHALL NOT BE USED TO SET" FRAME TO GRADE, THE USE OF SHIMS IS PROHIBITED. 3, MORTAR SHALL. BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT 4. THE USE OF BITS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND SDR BSD. PUBLIC WORK!,-, DEPARINENT SURVEYED: LANKTREE SURVEYING DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. CHECKED: SSE NOT F a J' L1.1.1.1.1.11.1-1-1.1 ,.. 1 l 1.....1 1 I ®.f.' CATCH SIN INSTALLATION sm. Pte' - 202.00 SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORD04GLY VERnCAI_ NAVD 1988 HORIZONTAL• NAD 1983/1991 DATUM t} 2200 w i'' MIN' Cil,7ARANCE FICO+ VAC'_ O IRR. 0' MIN CLEARANCE :F� NO CURS. GROUND MOUNTED STREET NAE SIGNS ADOPTED CrrY 01? RMTON STAMA I=II ISr DATZ: 04/04 DWG. NAME: GO 13 P PAGE: O1 AL CITY OE RENTON Planning/Building/Public Works Dept. NANTUCKET SHORT PLAT NANTUCKET AVENUE, LLC ROAD i STORM DETAILS &NOTES 2820 PARK AVENUE NORTH fl-3�33 0 9 06/01/2015 FlElUXX=: PAGE: DRAWING No: Q Q 0 LID c u.� LU Lu C�j Ln Ln z C'J LO n LL IU LU 2 LLZ LL CD Luz Wz n Z i M m �Lu c� 12 171° a rr , a n LL STORM WATER STANDARD PLAN NOTES M 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 0 N" 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING r MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 0 O 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE LO (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND T- MUNICICPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS D ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (e.g. DOMESTIC WATER CONVEYANCE, SEWER Q CONVEYANCE, GAS, ELECTRICAL, ETC.). THE SURFACE WATER DRAINAGE SYSTEM SHALL BE -� CONSTRUCTED ACCORDING TO THE APPROVAED PLANS, WHICH ARE ON FILE WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION 0 IS IN PROGRESS. "L 6. GRADING ACTIVITIES SITE ALTERATION ARE LIMITED TO THE HOUYRS OF 7 A.M. TO 7 P.M. CAf) ' MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE I--- APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. W 7. IT SHALL BE THE APPLICANT CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. D �--- 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS z 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 z RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTES ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW AND APPROVAL. 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% (PERCENT) DENSITY, STANDARD PROCTOR. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTANED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER SECTION. 15. ALL PIPES AND APPURTENANCES SHALL BE LAID ON THE PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION OF ROAD AND BRIDGE CONSTRUCTION. THIS SHALL_ INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS, PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA 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. 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS, UNLESS OTHERWISE SHOWN ON THE APPROVED PLANS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACK LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN 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. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE 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. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2"x4" STAKE MARKED "STORM" OD "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO OTHER UTLILITES (e.g. POWER, GAS, TELEPHONE, TELEVISION). OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. 22 F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT/HOME OWNER. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23. ALL DISTURBED AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPCITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABLILTY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS RMC 4-3-050). 1/2-X4- EXPANSION MATERIAL 1/4-R AT JOINTS 1/2-X4" EXPANSION MATERIAL v CEM. CONC. CURB AND GUTTER 1/4-R AT JOINTS A SORE LINES TO BE RADIAL - 70 CURB AND GUTTER + •w 1/2-X4" EXPANSION MATERIAL 1/4-R AT JOINTS SCORE LINES 1/4 -/FT. SLOPE 1/2-R "Vr-WIDTH OF SIDEWALK 1/2"X5" EXPANSION MATERIAL CURB RETURN ONLY In WEA 1/2"R 1/4 -/FT. SLOPE 4" .Nr 4' 1" � PAVEMENT AS PER PLANS STANDARD CEM, CONC. CURB AND GUTTER SECTION A -A SEE SHEET 2.5.1 FOR ROAD -WAY DEVELOPMENT STANDARDS PAVEMENT AS PER PLANS PARKWAY STANDARD CEM. CONE. CUR® AND CUTTER SECTION B -B GENERAL NOTE& JMTS: DUMMY JKXNTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 14' C/r- THEY SHALL NOT Sr LESS THAN 3/18' IN THICKNESS AND SHALL BE n-WNDM 2- BELOW THE GUTTER IJNE_ 1/2' THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL EXTEND 1' BELOW CONCRETE. WHERE THE SIDEWALK IS TO BE PLACM AGANST THE CURB AND GUTTER, INE JOINT SHALL BE A MD JOINT. 1/2'X 5" EXPANSION MATERIAL SHALL BE PLACED FROM P.C:'S TO P.T.'S AT ALL CURB RETURN& llr) 4" EXPANSION MATERIAL SHALL BE PLACED AT EVERY FOURTH SIDEWALK PANEL THE CONCRETE MIK FOR SIDEWALKS SMALL COWORM TO THE REQUIREMENTS OF CLASS B C3/4") WITH AMR ENTRAINT. THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 2 1/2' 70OLED FINISH. SUBGRADE COMPACTION SHALL BE 9= (MODIFIED PROCTOMi). L, 0960000 00 , ,Nc 00 . r lOy° �° A° ° o ° O .�. O • O O O ° 27460 °° o° ° �1 °00 �sS/ONAL°°�� 06/01/2015 TYPICAL SIDEWAIX ADOPTED Crff OF Rgdi'P N �Mp STAH1aARD PLANS IM DATE: 04/04 DWG. NAME: F007 SP PAGE: F007 CCTV INSPECTION NOTE: a. THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCTV INSEPCTION VIDEOS AND WRITTEN REPORTS. THE CCTV INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY OWNED/MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE WITHTHE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS VIEWABLE BY STANDARD VIDEO PLAYER (i.e. mpg VIDEO FILE FORMAT) AND IS COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTRURES AS SHOWN (AND IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION PLANS. b. THE COSTS INCURRED IN MARKING THE INITIAL CCN INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS INCURED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCTV INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCTV INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQUIRED BY THE CITY TO VERIFY THE CORRECTION OF SAID DEFICIENCY. c. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCTV INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE DEVELOPER. tsy 11, r` ._,FAIN SURFACE AND BOTTOM AREA, OVOE LlNiFOR r1CC2N'[ rhe; T THE $URj;A F ARft A Of THE MSE SFCTJON MUS" BE GROUTED TO THE E10110M AREA OF THE DJUSTT NT SECV, . RECOMMEND D FOR APPROVAL By: Dater By: Date: By: Date: By: Date: 4� k. FRASNE AND VA�NI D N'�NI;A�TE Atl'�,�USTI NIT SECTION NOT" I . THE COVER. OR GRATING OF A CATCH BASIN SHALL NOT EIDE GROUTED TO FINAL GRATE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT 15 TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER T GROUT GRATING IN PLACE IN ACCORDANCE ITHI STANDARD SPECIFICATION 7-05.3- 2, SHIMS SHALL NOT BE USED TO SET" FRAME TO GRADE, THE USE OF SHIMS IS PROHIBITED. 3, MORTAR SHALL. BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT 4. THE USE OF BITS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND SDR BSD. PUBLIC WORK!,-, DEPARINENT SURVEYED: LANKTREE SURVEYING DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. CHECKED: SSE NOT F a J' L1.1.1.1.1.11.1-1-1.1 ,.. 1 l 1.....1 1 I ®.f.' CATCH SIN INSTALLATION sm. Pte' - 202.00 SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORD04GLY VERnCAI_ NAVD 1988 HORIZONTAL• NAD 1983/1991 DATUM t} 2200 w i'' MIN' Cil,7ARANCE FICO+ VAC'_ O IRR. 0' MIN CLEARANCE :F� NO CURS. GROUND MOUNTED STREET NAE SIGNS ADOPTED CrrY 01? RMTON STAMA I=II ISr DATZ: 04/04 DWG. NAME: GO 13 P PAGE: O1 AL CITY OE RENTON Planning/Building/Public Works Dept. NANTUCKET SHORT PLAT NANTUCKET AVENUE, LLC ROAD i STORM DETAILS &NOTES 2820 PARK AVENUE NORTH fl-3�33 0 9 06/01/2015 FlElUXX=: PAGE: DRAWING No: Q 0 LU Lu m z C'J LO Lu CID cLU Z Luz Wz Co Z 7 , a STORM WATER STANDARD PLAN NOTES M 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 0 N" 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING r MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 0 O 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE LO (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND T- MUNICICPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS D ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (e.g. DOMESTIC WATER CONVEYANCE, SEWER Q CONVEYANCE, GAS, ELECTRICAL, ETC.). THE SURFACE WATER DRAINAGE SYSTEM SHALL BE -� CONSTRUCTED ACCORDING TO THE APPROVAED PLANS, WHICH ARE ON FILE WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION 0 IS IN PROGRESS. "L 6. GRADING ACTIVITIES SITE ALTERATION ARE LIMITED TO THE HOUYRS OF 7 A.M. TO 7 P.M. CAf) ' MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE I--- APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. W 7. IT SHALL BE THE APPLICANT CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. D �--- 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS z 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 z RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTES ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW AND APPROVAL. 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% (PERCENT) DENSITY, STANDARD PROCTOR. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTANED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER SECTION. 15. ALL PIPES AND APPURTENANCES SHALL BE LAID ON THE PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION OF ROAD AND BRIDGE CONSTRUCTION. THIS SHALL_ INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS, PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA 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. 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS, UNLESS OTHERWISE SHOWN ON THE APPROVED PLANS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACK LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN 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. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE 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. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2"x4" STAKE MARKED "STORM" OD "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO OTHER UTLILITES (e.g. POWER, GAS, TELEPHONE, TELEVISION). OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. 22 F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT/HOME OWNER. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23. ALL DISTURBED AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPCITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABLILTY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS RMC 4-3-050). 1/2-X4- EXPANSION MATERIAL 1/4-R AT JOINTS 1/2-X4" EXPANSION MATERIAL v CEM. CONC. CURB AND GUTTER 1/4-R AT JOINTS A SORE LINES TO BE RADIAL - 70 CURB AND GUTTER + •w 1/2-X4" EXPANSION MATERIAL 1/4-R AT JOINTS SCORE LINES 1/4 -/FT. SLOPE 1/2-R "Vr-WIDTH OF SIDEWALK 1/2"X5" EXPANSION MATERIAL CURB RETURN ONLY In WEA 1/2"R 1/4 -/FT. SLOPE 4" .Nr 4' 1" � PAVEMENT AS PER PLANS STANDARD CEM, CONC. CURB AND GUTTER SECTION A -A SEE SHEET 2.5.1 FOR ROAD -WAY DEVELOPMENT STANDARDS PAVEMENT AS PER PLANS PARKWAY STANDARD CEM. CONE. CUR® AND CUTTER SECTION B -B GENERAL NOTE& JMTS: DUMMY JKXNTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 14' C/r- THEY SHALL NOT Sr LESS THAN 3/18' IN THICKNESS AND SHALL BE n-WNDM 2- BELOW THE GUTTER IJNE_ 1/2' THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL EXTEND 1' BELOW CONCRETE. WHERE THE SIDEWALK IS TO BE PLACM AGANST THE CURB AND GUTTER, INE JOINT SHALL BE A MD JOINT. 1/2'X 5" EXPANSION MATERIAL SHALL BE PLACED FROM P.C:'S TO P.T.'S AT ALL CURB RETURN& llr) 4" EXPANSION MATERIAL SHALL BE PLACED AT EVERY FOURTH SIDEWALK PANEL THE CONCRETE MIK FOR SIDEWALKS SMALL COWORM TO THE REQUIREMENTS OF CLASS B C3/4") WITH AMR ENTRAINT. THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 2 1/2' 70OLED FINISH. SUBGRADE COMPACTION SHALL BE 9= (MODIFIED PROCTOMi). L, 0960000 00 , ,Nc 00 . r lOy° �° A° ° o ° O .�. O • O O O ° 27460 °° o° ° �1 °00 �sS/ONAL°°�� 06/01/2015 TYPICAL SIDEWAIX ADOPTED Crff OF Rgdi'P N �Mp STAH1aARD PLANS IM DATE: 04/04 DWG. NAME: F007 SP PAGE: F007 CCTV INSPECTION NOTE: a. THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCTV INSEPCTION VIDEOS AND WRITTEN REPORTS. THE CCTV INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY OWNED/MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE WITHTHE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS VIEWABLE BY STANDARD VIDEO PLAYER (i.e. mpg VIDEO FILE FORMAT) AND IS COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTRURES AS SHOWN (AND IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION PLANS. b. THE COSTS INCURRED IN MARKING THE INITIAL CCN INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS INCURED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCTV INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCTV INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQUIRED BY THE CITY TO VERIFY THE CORRECTION OF SAID DEFICIENCY. c. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCTV INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE DEVELOPER. tsy 11, r` ._,FAIN SURFACE AND BOTTOM AREA, OVOE LlNiFOR r1CC2N'[ rhe; T THE $URj;A F ARft A Of THE MSE SFCTJON MUS" BE GROUTED TO THE E10110M AREA OF THE DJUSTT NT SECV, . RECOMMEND D FOR APPROVAL By: Dater By: Date: By: Date: By: Date: 4� k. FRASNE AND VA�NI D N'�NI;A�TE Atl'�,�USTI NIT SECTION NOT" I . THE COVER. OR GRATING OF A CATCH BASIN SHALL NOT EIDE GROUTED TO FINAL GRATE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT 15 TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER T GROUT GRATING IN PLACE IN ACCORDANCE ITHI STANDARD SPECIFICATION 7-05.3- 2, SHIMS SHALL NOT BE USED TO SET" FRAME TO GRADE, THE USE OF SHIMS IS PROHIBITED. 3, MORTAR SHALL. BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT 4. THE USE OF BITS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND SDR BSD. PUBLIC WORK!,-, DEPARINENT SURVEYED: LANKTREE SURVEYING DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. CHECKED: SSE NOT F a J' L1.1.1.1.1.11.1-1-1.1 ,.. 1 l 1.....1 1 I ®.f.' CATCH SIN INSTALLATION sm. Pte' - 202.00 SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORD04GLY VERnCAI_ NAVD 1988 HORIZONTAL• NAD 1983/1991 DATUM t} 2200 w i'' MIN' Cil,7ARANCE FICO+ VAC'_ O IRR. 0' MIN CLEARANCE :F� NO CURS. GROUND MOUNTED STREET NAE SIGNS ADOPTED CrrY 01? RMTON STAMA I=II ISr DATZ: 04/04 DWG. NAME: GO 13 P PAGE: O1 AL CITY OE RENTON Planning/Building/Public Works Dept. NANTUCKET SHORT PLAT NANTUCKET AVENUE, LLC ROAD i STORM DETAILS &NOTES 2820 PARK AVENUE NORTH fl-3�33 0 9 06/01/2015 FlElUXX=: PAGE: DRAWING No: M 0 �t- T 0 LO IT— Z) Z) � r o CC Um 2 Lmu M �z Oa �. m �a � 03 va Z z00 N LL FIIIIIIIIIIIIIIII i O Q CC M �z G �a � 03 va Z z00 N �Cu FIIIIIIIIIIIIIIII zN LO n LL� LDw ; �M, z�. Lu rrr- m m mow. a aw rrIr IL LL U) A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON VAULT SIZING: WATER QUALITY VOLUME REQUIRED: 1,880 CU. FEET WATER QUALITY VOLUME PROVIDED: 2,000 CU. FEET z SECTION 2-2 210 5'x 10' ACCESS GRATE REM=206.50 TYPICAL lfy- TRACT A _ FINIS -HED DIRT=205.50 CEILING a OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. L. o° 6 A a`" y° o ° ° 00 O O ° 27460 e O ° Sj%AL 'D e 0 ° 06/01/2015 SURVEYED: LANKTREE SURVEYING DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. CHECKED: NO. I REVISION I BY I DATE I A P P R I APPROVED: SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDNrGLY VERTICAL: NAVD HORIZONTAL• NAD 1963/1991 1991 DATUM 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 383010 e&I CITY OF wJL �R RENTON Planning/Building/Public Works Dept. GRAPHIC SCALE 0 5 10 20 1 inch = 10 feet RECOMMENDED FOR APPROVAL By: Date: By: Date: By: Date: By: Date: NANTUCKET SHORT PLAT NANTUCKET AVENUE, LLC WATER QUALITY TREATMENT FACILITY 2820 PARK AVENUE NORTH 06/01/2015 ne DB". PAGE: DRAWING NO: SHM:10 OF -20 Q G m Z W �Cu �Ln LOn a� Z ZQ M Q A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON VAULT SIZING: WATER QUALITY VOLUME REQUIRED: 1,880 CU. FEET WATER QUALITY VOLUME PROVIDED: 2,000 CU. FEET z SECTION 2-2 210 5'x 10' ACCESS GRATE REM=206.50 TYPICAL lfy- TRACT A _ FINIS -HED DIRT=205.50 CEILING a OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. L. o° 6 A a`" y° o ° ° 00 O O ° 27460 e O ° Sj%AL 'D e 0 ° 06/01/2015 SURVEYED: LANKTREE SURVEYING DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. CHECKED: NO. I REVISION I BY I DATE I A P P R I APPROVED: SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDNrGLY VERTICAL: NAVD HORIZONTAL• NAD 1963/1991 1991 DATUM 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 383010 e&I CITY OF wJL �R RENTON Planning/Building/Public Works Dept. GRAPHIC SCALE 0 5 10 20 1 inch = 10 feet RECOMMENDED FOR APPROVAL By: Date: By: Date: By: Date: By: Date: NANTUCKET SHORT PLAT NANTUCKET AVENUE, LLC WATER QUALITY TREATMENT FACILITY 2820 PARK AVENUE NORTH 06/01/2015 ne DB". PAGE: DRAWING NO: SHM:10 OF -20 M O d` T 0 C) L0 T' C) i en STUBS SHALL BE PVC PLACED 0() E -o -< ■ a� F -4z i C) i en STUBS SHALL BE PVC PLACED 0() E -o -< M a� F -4z M a� 1 NZ � 1 u a� w 17- 03 U �D �o 00 Z N 0 i M STUBS SHALL BE PVC PLACED 0() E -o -< M a� F -4z 1 o � o A COO 1 u a� [-i N 00 Z N 94 cow �0 SE rC KQ ONC 2'rr*r A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON RPPI ArP P'VICTIAIr F;" rOkir NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL ALL i SEWER STUBS SHALL BE PVC PLACED AT MINIMUM SLOPE=2.00%, TYPICAL. A A A A 94 cow �0 SE rC KQ ONC 2'rr*r A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON RPPI ArP P'VICTIAIr F;" rOkir NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL ALL SANITARY SIDE SEWER STUBS SHALL BE PVC PLACED AT MINIMUM SLOPE=2.00%, TYPICAL. A A A CALL 811 BEFORE YOU DIG! UTILITY CONFLICT N OTE: PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. OFFE ENGINEERS 13932 SOLMHEAST 159TH PLACE REN'I�ON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. L. • , 274W ���F•• �!STE�- ss/oNlll ��► 07/14/2015 NO. I:VFA6*1 31-F.. 8" PVC SEW[ OS= 1.00% IE=203.93 INSTALL 8" CAP .; ,.,.�„ 0 JJMrlffz, 4n RIM=210.69 IE=203.80, 8" OUT) IE=203.909 8" IN) 141 F R" Pv(- gctac— l nnq 30' PUBLIC UTILITY EASEMENT RIM=208.12 IE=200.66, 8" �W/IN—DROP) IE=196.14, 12 (EX.) m 402.2 1,2 PLUG AS DAM TEE OF APPROPRIATE SIZE tv j ti � I7! ! NMS I. INSIDE DROPS ARE ONLY TO BE USED UPON APPROVAL BY THE WASTEWATER UTILITY SECTION. Z ALL PIPES AND nTTiNGs SHALL BE SIMILAR SIZE AND MATERIAL AS INCOMING MAINLINE. 3: M"MUM SIZE MANHOLE FOR INSIDE DROP CflN14ECTION SHALL BE 8e DIAMETER. CONNECT*NS TOMANHOLE SHALL BE MADE USING GPK ADAPTOR, KKR- . - -SEL 9WTS OR APPRO EQUAL.,.. 5. VITHIN A W DIAMETER MANHOLE. THE MAXIII>IUIyI ALLOWABLE DIAME [ ER OF THE INSIDE Imo" PIPING IS le. INSIlDE DROPS EXCEEDING 12" IN DIAM.ETER.OR MULTIPLE SPS SHALL BE REVIEWD BY THE WASTEWATER UTILITY° AND MAY REQUff A LARGER DIAMETER MANHOI..E. 6. *REJNElr BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EWAL SHALL BE MISTALLED 07HIN S" OF 130TH BELL AND SPIGOT ENDS OF EACH DROP PIPE. IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRIKES SHALL BE INSTALLED VATH A MINI" SPACING OF A IFE€T ON CENTER. BRACKETS SHALL. BE ATTACHED UTILIZING STAINLESS STEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNEC-nON POINTS. f` • �, 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 UT' LITIES 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 LOT:4 LOT 5 LOT 6 LOT 7 LOT 8 go 26.50' 220Ld .............Y .................,............................ z......................v................_............... s..................................................,...... , Q..I.....,..220 z of Q p w z : N w LL Z( : ;) : 0 V) J o l v 3 EXISTING GRADE LINE PROFILE z 0 p mom..............................................,.,.............................. ...........,....._................ ,............ ......... ...I�.�, _ 3 PROPOSED ROAD :PROFILE ~ w w I y, 210 :...............: ................:. :...+.0.697... ,........,..........,...,:........ x.210 to 00 � PROPOSEDERM .�, � : • .+.:r �..e,..:kss.. —.rte .-....+ � • e wwrrva v.n m uvwin., ..v .. R BTQRM Li : .,,8 " PVC SSOS=1.007° : 314LF.; 200 : I— o z 200 .............................,................,................,............,...,................,•y...............,....,..........................,....,...,.........a.....,....,...,.y....... �,;....... w w w M CO co (0oo. Np0007�: PRIVATE ACCESS ROAD ......................=`IiNN :.........:................:................:...............:.................:................:................:......................... SSMH 1 60" SADDLE MANHOLE' w LJ RIM=208.12 IE=200.66, : 8"�W/IN—DROP) l IE=196.14, ; 12 (EX.) y 3830 11: 0+00 1+00 : 2+00: 3+00 LANKTREE SURVEYING Demo: D.L. OFFE, P.E. DOW: D.L. OFFE, P.E. CHOOM: DATE APPR I AlI SCALE m w'° lvw"' CITY OF RENTON DATUM a� Planning/Building/Public Works Dept. IFWr09«M xQUE AOCONMNKY GRAPHIC SCALE 0 15 30 60 6mmF!%=mmli 1 inch = 30 lest NANTUCKET SHORT PLAT NANTUCKET AVENUE, LLC SEWER PLAN &PROFILE 2820 PARK AVENUE NORTH 9-S$3011 S-36101 SEE NOTE 2 A A A A • � � i 4 y •+f.` w�.i �•�•,�l.+*�.� tswAS ° +Yi•}'. �^•YTfy .{,R A�+� 4W !- NMS I. INSIDE DROPS ARE ONLY TO BE USED UPON APPROVAL BY THE WASTEWATER UTILITY SECTION. Z ALL PIPES AND nTTiNGs SHALL BE SIMILAR SIZE AND MATERIAL AS INCOMING MAINLINE. 3: M"MUM SIZE MANHOLE FOR INSIDE DROP CflN14ECTION SHALL BE 8e DIAMETER. CONNECT*NS TOMANHOLE SHALL BE MADE USING GPK ADAPTOR, KKR- . - -SEL 9WTS OR APPRO EQUAL.,.. 5. VITHIN A W DIAMETER MANHOLE. THE MAXIII>IUIyI ALLOWABLE DIAME [ ER OF THE INSIDE Imo" PIPING IS le. INSIlDE DROPS EXCEEDING 12" IN DIAM.ETER.OR MULTIPLE SPS SHALL BE REVIEWD BY THE WASTEWATER UTILITY° AND MAY REQUff A LARGER DIAMETER MANHOI..E. 6. *REJNElr BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EWAL SHALL BE MISTALLED 07HIN S" OF 130TH BELL AND SPIGOT ENDS OF EACH DROP PIPE. IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRIKES SHALL BE INSTALLED VATH A MINI" SPACING OF A IFE€T ON CENTER. BRACKETS SHALL. BE ATTACHED UTILIZING STAINLESS STEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNEC-nON POINTS. f` • �, 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 UT' LITIES 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 LOT:4 LOT 5 LOT 6 LOT 7 LOT 8 go 26.50' 220Ld .............Y .................,............................ z......................v................_............... s..................................................,...... , Q..I.....,..220 z of Q p w z : N w LL Z( : ;) : 0 V) J o l v 3 EXISTING GRADE LINE PROFILE z 0 p mom..............................................,.,.............................. ...........,....._................ ,............ ......... ...I�.�, _ 3 PROPOSED ROAD :PROFILE ~ w w I y, 210 :...............: ................:. :...+.0.697... ,........,..........,...,:........ x.210 to 00 � PROPOSEDERM .�, � : • .+.:r �..e,..:kss.. —.rte .-....+ � • e wwrrva v.n m uvwin., ..v .. R BTQRM Li : .,,8 " PVC SSOS=1.007° : 314LF.; 200 : I— o z 200 .............................,................,................,............,...,................,•y...............,....,..........................,....,...,.........a.....,....,...,.y....... �,;....... w w w M CO co (0oo. Np0007�: PRIVATE ACCESS ROAD ......................=`IiNN :.........:................:................:...............:.................:................:................:......................... SSMH 1 60" SADDLE MANHOLE' w LJ RIM=208.12 IE=200.66, : 8"�W/IN—DROP) l IE=196.14, ; 12 (EX.) y 3830 11: 0+00 1+00 : 2+00: 3+00 LANKTREE SURVEYING Demo: D.L. OFFE, P.E. DOW: D.L. OFFE, P.E. CHOOM: DATE APPR I AlI SCALE m w'° lvw"' CITY OF RENTON DATUM a� Planning/Building/Public Works Dept. IFWr09«M xQUE AOCONMNKY GRAPHIC SCALE 0 15 30 60 6mmF!%=mmli 1 inch = 30 lest NANTUCKET SHORT PLAT NANTUCKET AVENUE, LLC SEWER PLAN &PROFILE 2820 PARK AVENUE NORTH 9-S$3011 S-36101 0'7/ 14/2015 A A A A 0'7/ 14/2015 0 SEWER 1. 2. 3. 4. M 0() S~I1, Mao a � �z RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. ® 0 �o e CD c 1 a ��E cc 03 U a� IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION E--+ N z °O Fowl N = z A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. U) C SEWER 1. 2. 3. 4. enCc� Q S~I1, M a � �z RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. ® con CD Hct� 1 u cc E -i N 00 z IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION N z Fowl PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. cy) 0 d' ''- 0 L0 r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~I1, (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S co RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. a' 5. CD . 1iR*X NTH THE WW �"� SLED SURFACE CLEEAMUT WITH cy) 0 d' ''- 0 L0 r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~I1, (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S IlfIm RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. a' 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION . 1iR*X NTH THE WW �"� SLED SURFACE CLEEAMUT WITH AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. cc 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION 0 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 JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. U) 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE LINES ARE AS FOLLOW& SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL F-- ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. W 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE ,C AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO (FUMO OR APPR0%W Trill AIJ.. 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE C. PMC MM - GCRE-CALLED 'I 17H A ROAAC SAIXXE (OR APPWWM DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE • DUCTILE NI[I!! FAIN - 00IMr-DAUED 1MTH A RWAC SAME (OIC THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. z 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE Q AT "WACMM ODM -OM OR THE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE z CITY OF RENTON. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. FOR OAST IRON PIPE A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX OR DUCTILE IRON PIPE. �` 1:3 S MIX k CONCRE7E 4 PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. BLOCKING 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS HORIZt'ONTAL. 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 PROPERLY PREPARED FOUNDATION IN ACCORDANCE 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. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL 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. 2" CLAS *2" . CLA CLA CALF 81 1 BEFORE YOU DIG! MIN IMIN r MIN' � MINIMIN 6.5' MIN. 1' 1' 2.5' 1' 1' MIN MIN MIN MIN MIN ------------- OF CURB OR OF PAVEMENT 4B9 ACP CLASS `E' OR `B' 2" CLASS ;ENTER LINE OR .ANE LINE 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER TYPICAL PATCH FOR FLIOMPAVSkIM 6.5' MIN. VIM PBRPRRDICULAR TO 2" DEPTH OF ROADWAY C ' TRLM GRIND OR SAWCUT AND REMOVE ADOPT= car of �11[ slYttii�! �illr Lff MM 12/se * SEE DWG# HR -05 FOR MINIMUM STANDARDS DWG. NAME: HR -23 SP PAGE: H032A I By L� 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 y,seL .• O *0•l'11r ` ' ►i, 000 • .. -off. , 27460 O . RFs �/STV0* '40,60 S�•• L�' 04/29/2015 NO. 7' MANHOLE FRAME AND COVER SEE STD. PIAN 401 ADJUSTMENT RINGS (2" WN.) SEE NOTE 6 MORTAR JOINT(S) (3�W MIN.) SEE MOTE S CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIIS INC.. OR APPROVED EQUAL.. LADDER -POLYPROPYLENE YLENE SHALL BE ATTACHED TO MSE MAK PIPE, SIZE A_Ei CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF, T NOT TO SCALE 48" MH 48" +6" MIN. 5"MIN 24'� I�+III";I, 2�" I.D. 54" MH 54" 8* M04. 5.5N MIN,, 24" MINI. 24" I.D, 60' MH Boit Rte` MIN 5" MIN, 1 42" MAIN, W I.D. I. STEPS TO BE POLYPROPYLENE SAFETY STEPS, 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS AMIE INSTALLED. 3. CASTING SHALL. BE PER STD. PLAN 401. k MANHOLE SEC"T"IONS TO BE OF REINFORCED PRECAST CONCRETE. S. ALL 10INTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6, ADJUSTMENT OF THE CASTING TO GRADE. SMALL BE ACCOMPLISHED WITH A COMMINATION OF ADJUST1w NT R04GS, BRICKS AND MORTAR O BRICKS SHALL BE STAGGERED TO CREATE A RU##M+G BOND OR 1/2 BOND. 7F SANITARY SEWR MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELMIG. COATED (SEALED) "TH A HIGH SOURS 'URETHANE COATING, WASSEIR MIC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL, BE WHITE. 8. RUBI R GASKETED MTS STALL BE IN CONFORMANCE WITH ASTM C-443- 9" CHANNEL H0011T SMALL BE A MINIMUM OF 3/4 +I'OF° TIME INSIDE DIAMETER OF THE LARGEST PTFE, M CONNECTIONS TO MANHOLE SHALL BE MADE USING GPI( ADAPTOR, KOR-N--SEAL. BUTTS OR APPROVED EQUAL. 11, IN UNOAPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12' ABOVE MASHED GRADE OR MUST HAVE A MINIMUM 2" DIAMETER CONCRETE RINGS POURED AT GRADE, IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. M. !Lilt - 4OU PUBLIC WORKS S'T`AJOSPAW SPADHTARY ►tii iL.E DEP NT ... SEPTIMM 2011 SEILTHEOLES - 3 PL;CS EQUALLY SPACED 120• APART ON 23 1/16' (586mm) DIA B,C, (SEE DETAIL.) 'SER & FRAME PLAN VIEW 25' DIA, 16 mm I' 3/4' t�S�r►O 119mm;] 8 3/Y E222m l (64mm) TYP COVER SECTIION VIEW 6 1/' DIA E673mml 25 1/4" DIA C641mml4 21" /4' (6 ) DIA t2lmm3 COPRE G�4S T I^1SBr��) E1+/8* 2 /B' DIA CL OPEN t594mml 7 5/1.6` DIA E694nm) 34 1/8' IIIA BLT SDC. (ALLEN HEAD) 5/81-1.1 X 115 SS RUBKR WASHER • 1/4• 1 I/ "E&niml r6 t3mml 1/9, tR3mn3 ASIMcU G#mvE qtr Irl 7m) FRAME SECTION VWV 1, ALL COVERS SHALL. BE LOCKING LID PER EAST JORDAN IRON FORKS INC, No. 371701 OR EQUAL. 2; USE FRAME AND CLOVER FOR STORM (SPECIFY "DRAW" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). - - PUBLIC WORKS M� L r"111.1E FRAM A&W COVUlt t DHPAR'TMENT ..4.w DEC9MBU 2008 LANKTREE SURVEYING DEMONW. D.L. OFFE, P.E. DOM: D.L. OFFE, P.E. CHECIOM: REVISION BY DATE APPR SCALE am mm AT FILL WN E F mw am way semi pacomemy W (SEE NOTE 7) LIMITS OF PIPE ZONE 0 BEDDING MATERIAL FCR``` SANITARY SEWER RIPE, I.I. 4F PIPE (SEE' NOTE 5)` FOUNDATION LEVEL'`{ s `` BEDDING FOR SANITARY SEWER PIPE NOTE 1. PRtJMDE LWORM "SUPPORT LWIDER BARRED,. 2. HANG TAMIL' UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAIR TAMP ONLY. 4. PIPE. INSTAL LA11ON SHALL BE PER SECTION 7--08 OF THE STANDARD SPECIFICATMS. 5. P'IP'E ZONA MATERIAL SHALL 8E "GRAYEL BACKFILL FOR FORAMS" AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL 6, PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENTRE FLOW LINE IS MAINTAINED. 7. TREM04 VJDTH SHALL BE PER SEC`nON 2-09.4 OF THE STANDARD SPECIFICA71ONS. m 1W fow4M1 DATUM 6" SIDE OUTLET TEE SEM►ER 6"` ISI. MAIN ' Emu OF TEE AI MAIN (L Z �`tII�L NOTE UNLESS 07HIX SHtOVM ON PLANT, SIDE SEiIMER SHALL HAVE A MlNIMU& 2.5' CO%" AT PROPERTY UWE OR 3-5' L THAN THE LOINEST HOUSE ELEVA". W#*CHEVER IS LOVM. Pt1KdC 7018 lTAM�Ml ilii �R lli81RIIENT MOWALLATIOM (MrI1�R MAgi TO P�'T'Y LiiMj CITY OE MA RENTON Planning/Building/Public Works Dept. WD. PUN 41111 JANUARY 2012 RECOMMENDED FOR APPROVAL By: Date: By: Date: By: Date: By: Date: NANTUCKET SHORT PLAT NANTUCKET AVENUE, LLC SEWER DETAILS / NOTES 2820 PARK AVENUE NORTH 9...-38 1012- 8-353007 12S-383007 04/28/2015 1`11IL: pow-: W. 12 OR 20 man PROI•ERTY UK y S~I1, IlfIm • +r..wy#.rR 4!' STUDiWNG POST y IM 17 IN MTH 6" SM OUIET . 1iR*X NTH THE WW �"� SLED SURFACE CLEEAMUT WITH CAST INION IMIiG & OO11EIpt IN YHICFI I" LfTTl�IIM AID 05 iommIm s � THE STUD TOR � TO 1w TOP TIS SlUD. N"I E� s wc" "`;1n"- ON Im, Sm M. I oil no E snmm ""AtLATIOM) A00EPTAKE PAIOOE#OIJNE'S FOR : OONWCI ISS TO MAGI LINES ARE AS FOLLOW& A. VI's CLAY MAN - GUT IN A NEW SIM OF SEKR MAIN 07H A NEW Im USING FUME Ctl41PLMIGS SCO OR AP'PWM eOUAL). IL COMMU MAIN - CUT IN A NEVI!' SW7M OF SIE FAIN WITH A NEW TEE USING FLEaMIIrME COUPILINN (FUMO OR APPR0%W Trill AIJ.. C. PMC MM - GCRE-CALLED 'I 17H A ROAAC SAIXXE (OR APPWWM EAU,AL) Olt CUT IN A NIEW TIM USING RICIN COUPL#M • DUCTILE NI[I!! FAIN - 00IMr-DAUED 1MTH A RWAC SAME (OIC AVE EQUAL) E MA"HOLE COINMIECTWN - ALL SCI MlS TO MAI+NHiDM SHALL ISE AT "WACMM ODM -OM OR THE STRuC7URE SHALL IIS CONE -DRILLED. " ALLOWABLE MAX, FOR OAST IRON PIPE OR DUCTILE IRON PIPE. �` 1:3 S MIX k CONCRE7E 4 BLOCKING Ie HORIZt'ONTAL. 6" SIDE OUTLET TEE SEM►ER 6"` ISI. MAIN ' Emu OF TEE AI MAIN (L Z �`tII�L NOTE UNLESS 07HIX SHtOVM ON PLANT, SIDE SEiIMER SHALL HAVE A MlNIMU& 2.5' CO%" AT PROPERTY UWE OR 3-5' L THAN THE LOINEST HOUSE ELEVA". W#*CHEVER IS LOVM. Pt1KdC 7018 lTAM�Ml ilii �R lli81RIIENT MOWALLATIOM (MrI1�R MAgi TO P�'T'Y LiiMj CITY OE MA RENTON Planning/Building/Public Works Dept. WD. PUN 41111 JANUARY 2012 RECOMMENDED FOR APPROVAL By: Date: By: Date: By: Date: By: Date: NANTUCKET SHORT PLAT NANTUCKET AVENUE, LLC SEWER DETAILS / NOTES 2820 PARK AVENUE NORTH 9...-38 1012- 8-353007 12S-383007 04/28/2015 1`11IL: pow-: W. 12 OR 20 man M O q1' T U O LO T D r m y W Q M P'' o 'z C) O S2 con as I as Ua �D o UJ 00 Z N CD M W 4 M P'' o 'z C) O S2 con as as Ua �D o 00 Z N �E-�.�• 00 + N O M� 00 M �z 'z C) Q S2 H� c c Ua N �E-�.�• 00 + N Mzl NORTH 28th STREET - PARK AVE NORTH; aT " G,H I SIGN PARK AVE NORTH; ST ^e ,a A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON II"ING BUILDING g ww. 01 o ' §N.1;a". 257.00' op q eo° .,h awl, 4y + LOT 8 CN RE CATE EX I STG y. ! y 6 i'a N D INT AP STRI P 0 Fd i °_ BY C . ES Ir F iH 2� '94 �v t bs<„ J `s E 2�. yr_ , �� 144102* � ..............`�'�.`� .\\.� i�mm4 EA UNDER-,- LOT 7.�" v frry" Y.wM. ... ALF., 8" D.I. WM I x ss EXISTING METER TO REMAIN TYP. 6 STA. 1+36.502 7.0 LT.' c BOTTOM OF HYDRANT/TOP OF FLANGE=210.2 N { 1-8"x6" TEE (MJxFL) 4 I N 1—FIRE HYDRANT ASSEMBLY 1-8 x PACER (MJxFL) �v 1 " ' G VALE (FLxMJ) .... 1 auC R ETE LOCK;. LOT 6 ICE END Wh ri �7N UNE . ti a I .,SgN NE's , . im .�.,._,a.. i li ,a`• z f Gfr Y w.�4 k I ° ISTI 3G SLRViCE JD 16 E r CUT D CAP B I FOMES �Y ; STA 21+17 I 5 ALL N WATER : S RVICIf P STD. WG. #3 .1 LOT -A. .�.. �� _4� 100 op Tal A4 s � mow« O 1 26LF. 8 D.I. WM R FIJ if n+ $ '., . I .,: aj �,•,:^ ,ups. . fg - �i I' i T A ,w, k 0 9 �.'�Q I g L T 3 of �. �t 1`949.0 a -W TE ` INSTALL R R ALL E I. PERS STD. G. w 20.1 1 + a.� � c µ °} � i 5 •�"\"` hi�' •:w'LS t ''�� i v. !,,�. ,%� •• � ;a •,tip ", }� ,i .� .•.•. •.��•.. .`""w, �>.. t N• ti w, ,••••• 3 .i 'JAY A dIN• ..... i. •a"vtt • r a r ,Y, ,•C r~ .i ��s•7„P� �� tet,” v� •.� y�, r: ,i}. t'w �.1 •• J� .4 • F NC , s dimI<t � F x IELD VERFIY LOCATION A D w. OF EXISTING WATER MAIN ,BEFORE INSTALLATION OF CATCH SAS I N STA. 12+57 + — 10.5' LT. WET TAP CONNECTION MATERIALS SUPPIED BY CONTRACTOR; 1-12"x8" 'TAPPING TEE (MJxFL) CONNECTION TO BE MADE BY CITY 1-801 GATE VALVE (FLxMJ) FORCES. 1—CONCRETE BLOCK NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT CIN OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL ALL FIRE HYDRANTS TO BE SHACKLED PER CIN STANDARDS ALL WATER SERVICES SHALL BE 1" SERVICE LINE PER CITY STANDARD DETAIL X320.1 UTILITY CONFLICT NOTE: PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. ALL WATER METERS SHALL BE 3/4" IN SIZE CALL 811 BEFORE YOU DIG! OFFS ENGINEERS 0�� 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 Z-.06 274W . PHONE: 425-260-3412 °';�'ci Fs. . � CONTACT: DARRELL OFFE, P.E. S�ONAL06/01/2015 N0. STA. 3+17.0, 7.0' LT. /1-8 317 END CAP MJ W/2" PERM BLOW OFF PER STD. DETAIL #340.2 1-8" VERTICAL CROSS FOR "POLYPIGGING" PER STD. DWG# 3 00.6 1CONCRETE BLOCK .r A >4 6 STA. 2+55.0 7.0s LT. 1-8 GATE VALVE MJxMJ 00 30' PUBLIC UTILITY EASEMENT .y � e•1 .. I 11-1/4' BEND 22-1/2' BEND 45* SEND } n vFTI! �TEE 90* 8END # 74MM KOOK 9FAi W AWA IN `SQUARE F (SW MONS) FOR kWaONTAL AM gOWW MK3 SRI., gMS SAk IM SILT OR COMPACT SAM OOMPACT SAMA A GRAVEL FM -11-PNG BEND Tim CAP OR PLS 22 1/r UK OR PUX & 22 1,/r TEE COP 00 P" A 22 1/ �.�Wy�(�_ . w -r" ,s}�1vW_A t_ - w•.wa wvxw', , - wesa� Li.ri'.► "1 "' MAX, HEOWT OF THRUST ML.00K (F') - 0.5 -x DEPTH OF TRENCH 3 MIN. HE"T OF 't MS ' 8J)C ~ (FT) sw O,0. PIPE + 10 T I; GEANNG -. WA IUl1Pf," TO KEOF-ant WrAmumn N I - LOCAIM AND SIZE OF BLOC FOR PIPE LAMM •INAN 121XAMM AND FOR SOMI.. TSS WFIFAW 1MAN SIS SHALL !IE DE"iAiflM: BY INE 940NO, Z ALL 9LOCIOW SHALL BE POOM IN KACE A4A0W LWYWiN1ll D NAWK ONO". ;I. ALL POURED *MST BLOCKS SHALL BE BAC,i FUM AFM MINL 1: OAX, PWMM 1ES'*4 SHALL OCCUR AFWR COOOMW HAS PEACHM NOMINAL COMPllf`S' W STI1M7N, 4. ALL: BLOC1WG SHALL K COIvCRM CL 5 €:—��•3. s. I, AMINO AST WRNS SHAD, KM ACiA*W THS OWATES1 91TTINQ SUWA(X AWA PCy �MIM�yLE��.,}{B�'UT SHALL NOTpryCC!�VM CR ENCLO K IIy��L�% BE JOJMT BOLTS OR QAAW REASOMMLE ACCESS IV 94XTl AND �S S14ALL BE PROWO: PUBLIC FORKS CONCRETE @L0CX� Ftp ED. PLO -� a"DEPARTMENT HOfUZONTAL AND CNYAONWARDMARCH 2010 FIELD VERFIY LOCATION AND DEPTH p s OF EXISTING WATER MAIN BEFORE INSTALLATION OF CATCH BAS I N SEVER 4H ., Ry WELL j RIM208&V , $. 0 NORTH 28th STREET: STA. 12+ PRIVATE STREET; STA. 0+00.00 GRAPHIC SCALE 0 15 30 60 1 inch = 30 feet RECOMMENDED FOR APPROVAL Byl Date. ? 1711.5- Bp T ' SBp Dates By= Datel By= Date= LANKTREE 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 am PUR D ET, AW. r M EN IF TEMPORARY I ASSEMBLY MARCH 01 LOT:4 LOT 5 LOT 6: LOT 7 LOT 8 9 26.50' n ....... .. ....... . I ....... I I 02 0.(........... .. . ... . 0 ZI F_ p Q : : p Lu IZ_ I ao , I : I , N vl _J U -Of 3 Z v EXISTING GRADE LINE PROFILE Z n ....,.....� ........... ............................................................... ...,........ ..,............ .,........... .............. ..............e...,. ...... .,.,.....,...t�.l.I. ........, U : n PROPOSED ROAD :PROFILE W w 210 ............. .. .....,......,.......................................:. ................+.0.69%....: :.....,.... 210 ., �... .....�.� � .�._..,. a ,w� �,�..,�.�.« �.. ��� •w.. �w:-. axk • , , , ...... > . 31if ") MINIMUM :BURY D M t STORM �. 1 SOLF., 8 D.I. 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Mzl NORTH 28th STREET - PARK AVE NORTH; aT " G,H I SIGN PARK AVE NORTH; ST ^e ,a A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON II"ING BUILDING g ww. 01 o ' §N.1;a". 257.00' op q eo° .,h awl, 4y + LOT 8 CN RE CATE EX I STG y. ! y 6 i'a N D INT AP STRI P 0 Fd i °_ BY C . ES Ir F iH 2� '94 �v t bs<„ J `s E 2�. yr_ , �� 144102* � ..............`�'�.`� .\\.� i�mm4 EA UNDER-,- LOT 7.�" v frry" Y.wM. ... ALF., 8" D.I. WM I x ss EXISTING METER TO REMAIN TYP. 6 STA. 1+36.502 7.0 LT.' c BOTTOM OF HYDRANT/TOP OF FLANGE=210.2 N { 1-8"x6" TEE (MJxFL) 4 I N 1—FIRE HYDRANT ASSEMBLY 1-8 x PACER (MJxFL) �v 1 " ' G VALE (FLxMJ) .... 1 auC R ETE LOCK;. LOT 6 ICE END Wh ri �7N UNE . ti a I .,SgN NE's , . im .�.,._,a.. i li ,a`• z f Gfr Y w.�4 k I ° ISTI 3G SLRViCE JD 16 E r CUT D CAP B I FOMES �Y ; STA 21+17 I 5 ALL N WATER : S RVICIf P STD. WG. #3 .1 LOT -A. .�.. �� _4� 100 op Tal A4 s � mow« O 1 26LF. 8 D.I. WM R FIJ if n+ $ '., . 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WET TAP CONNECTION MATERIALS SUPPIED BY CONTRACTOR; 1-12"x8" 'TAPPING TEE (MJxFL) CONNECTION TO BE MADE BY CITY 1-801 GATE VALVE (FLxMJ) FORCES. 1—CONCRETE BLOCK NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT CIN OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL ALL FIRE HYDRANTS TO BE SHACKLED PER CIN STANDARDS ALL WATER SERVICES SHALL BE 1" SERVICE LINE PER CITY STANDARD DETAIL X320.1 UTILITY CONFLICT NOTE: PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. ALL WATER METERS SHALL BE 3/4" IN SIZE CALL 811 BEFORE YOU DIG! OFFS ENGINEERS 0�� 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 Z-.06 274W . PHONE: 425-260-3412 °';�'ci Fs. . � CONTACT: DARRELL OFFE, P.E. S�ONAL06/01/2015 N0. STA. 3+17.0, 7.0' LT. /1-8 317 END CAP MJ W/2" PERM BLOW OFF PER STD. DETAIL #340.2 1-8" VERTICAL CROSS FOR "POLYPIGGING" PER STD. DWG# 3 00.6 1CONCRETE BLOCK .r A >4 6 STA. 2+55.0 7.0s LT. 1-8 GATE VALVE MJxMJ 00 30' PUBLIC UTILITY EASEMENT .y � e•1 .. 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THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 811 am PUR D ET, AW. r M EN IF TEMPORARY I ASSEMBLY MARCH 01 LOT:4 LOT 5 LOT 6: LOT 7 LOT 8 9 26.50' n ....... .. ....... . I ....... I I 02 0.(........... .. . ... . 0 ZI F_ p Q : : p Lu IZ_ I ao , I : I , N vl _J U -Of 3 Z v EXISTING GRADE LINE PROFILE Z n ....,.....� ........... ............................................................... ...,........ ..,............ .,........... .............. ..............e...,. ...... .,.,.....,...t�.l.I. ........, U : n PROPOSED ROAD :PROFILE W w 210 ............. .. .....,......,.......................................:. ................+.0.69%....: :.....,.... 210 ., �... .....�.� � .�._..,. a ,w� �,�..,�.�.« �.. ��� •w.. �w:-. axk • , , , ...... > . 31if ") MINIMUM :BURY D M t STORM �. 1 SOLF., 8 D.I. 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DORIS Ahs POLYPIGS SIS BE REMOVED nWM SUMP OF VES Ci4fCtW ISE .rECTX)N NEW WATER MOAN ice. - 30.4 iJURLIC SDL4C[[i3 DEPARTMENT WATER MAJI .M.ARCH 2010 PLAN VIEIItN_ m EARS IN DIRECTION OF c.00 WATER MAIN AND WORD .00 gE J 12" "WATER" CASA' IN70 IT Z MIN 18" MAX, .�......�,. � CL IN — FINISHED CSE, ELEVATION FT IV iN. COVER (10—INCH DIAMETER AND UNDER) 4 FFT MIN, COVER (1 _„IIT DIAMETER AND OVER) NEW WATER MAIN I POLYPIG VERTICAL CROSS FOR POLYPIGGING STATION: TFMPGRARY * GALVANIZED PIPE AND 2.' GATE VALVE `e INSTALL. 2” T?'LOG ON POP SRN FLANGE AFTER REMOVAL OF P C3I.'IC7 SIZE OF VERWJL CROSS BE TH WOE AS SIZE OF M INE VEIL CROS (w X FL) ONE BLIND FLA"t ON TOP OF CROSS W(TH 20 TAP & 2" TIEMP0*ARY SLOW -#F ASSEMBLY (REMOVE SLOW -OF ASSEMBLY AIS *WALL 2" PLUG AFTER RO AL Dv MING -POLY-m-) NE WJN3 FLAN11E. ON BOTTOM OF CROSS ONE Pt (MJ) ON END OF CRM OOWIRETE SLOOWNG A.L. DORIS Ahs POLYPIGS SIS BE REMOVED nWM SUMP OF VES Ci4fCtW ISE .rECTX)N NEW WATER MOAN ice. - 30.4 iJURLIC SDL4C[[i3 DEPARTMENT WATER MAJI .M.ARCH 2010 PLAN VIEIItN_ VALYL C;'ERATICN NUT EXTEI SIQN NOTE; EXTENSIONS ARE REQUIRED WEN VALVE NU IS MORE THAN 71AREE 3 FEET BELOW FINISHED GRADE, EXTENSIONS ARE TO BE A MINIMUM CSE ONE (1) FOOT LONG. ONLY ONE EXTENSION TO BE USED PER VALVE. OTE;, ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT.. V'AL'VE MARKER NOTES: VALVE MARKERS SMALL_ BE EQUAL.. TO CARSONITE UTILITY MARKER VALVE MARKER DOST TO BE USED FOR A,L.L. MAIN LIFE: 'VALVES (}UT IDE PAVED AREAS M'L : I:,.fC WORKS VALVE BOX, MAPKER & OPERATING TDEPARTMFNT NUT EXTENSION 9w. PLO - .1 MARCH 2010 D OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. IRE I1'd1?RAN1. SHALL BE C0.ff_,`i_'TrPC EQUAL TC 11WA f--5110 511 P 101YIPIRE ION YPE SUCH AS CLO* ME ALL"014, F� � ��� I�� EIDER a.UPER CET4 RICN 200,. AND PACCR WTH 6" NE01ANICAL. 10INT INLET WITH a..UGS. 5-1 Y,.4� %44N VALIk. 0PE4ING. TWO 2-412* 10SE CONNECTIONS NATIONAL STAND.ARD THREADS. 4 PUMPER ,0NNECTION are oF suxqs r RE.4v mTH A STGRZ ADAPTOR, 1-075" I ,Ai � ,.�. THREAD ) 5"' S.TORZ, ATTACKED AI T€ 1/90 STAINLESS ;TEED. (,'ASL k, ' 4' PEN-TAGO'. 3 ERA,T)IN NUT. FIRE HYDRANT T SAINT Naz 5780-563 DTIC AC9`vtIC GLOSS, SAFErLLOWOR WPRCVP� ECKJAL. PUMPER CONNEC1 TO F-AOADWAY OR AS )IRE'C:T'ED 9Y RENTON FIRE 0F4APT%IIFNT, FIRE HYDRAT EXTENSION L USED IF i EOUIRE;rl 'URB O *2o SEI IIID BACK OF 9DEWAI.Y T14AT J'S ADJACENT T I I CURB , FAD APOILIN i-0 MATCH HMRXNT ra = h 3 ,_-EXPANSION JON ; AT „ BAS SIDEWALK -*C CAST 00N, VALVE OX t LjG ITH xI: EQItA1.. 3't" <QL_'OV.IC FI:iNChR°s,, CO SC`ANI:nARC: °OF$: SECT44 OTH RFGUF.AR BASE SEC TIM' LENGTH TO vi`lr`o,AILVE. NUT' EXTENSION AS FQfUI rf, RASED PAVEMIENT MARKIER TYPE 88-A ST MSONI''T ° `)VO -WAY BLUE ISL, LLCTh CONCRE TE 4. x}s ` GAL V;.° ;:`I.�; F,3 �A�r% Ia;:T SEA .f ' 0, 1, w T, -E sR 0N1 P9PE, CLASS 52 C:•EFOENI UNEC, LENGTH TO I - Poo: dLCIP TT,4. �EII�i `111____1/'2 ,"IRO`°"�, `�fA DRAIN ROCK i' ABOVE BOOT T :GE. LACE S MIL El€ eoi�IIsER I41 Y'I $ T SCI rF 1 *`til FILM AROUND TOP AND SIDES OF GRAVEL. MIN RADUS MIN 3.' SAE-. ONE MANROCA ..r CI04E : FAD = 6 Cf -v TE PAC 119 I:_ . L PLTB,LIC WOR FIEF HYDRANT ASSEMBLY DEPARTMENT MARCH 2010 T€STINC DETAIL .lJ• Pmr I - : 0 NEW DA. WATER LINE 1 TAPPING TFE �MFIxfQ VERTICAL OSS(M, L.) FOR POLYPIGGIING TAPPII+I>G CRATE VALVE (F"L. )(M,I) 1—BUND FLANGE ON TOP METH 2" TAP AND 2" PLUG I EI►1PORARY PLUG (MJ)) Thi 2—INCH T � Y �� D � I'� 4 BOTTOM AND 2—INCH IILOW-O ASSEMBLY O J) VAT14 r TAP & 2" SLOW -OFF 0ONC RETE EILOCKING TEMPORARY BLOCK =INAL, CC3l+iEN CTION DETAIL LVEW D.I. WATER LINE. I AFTER ALL CLF-AN414G BY POLYPIC, P REMIRE TESTIN AND DIS94FECTtON, RENOv'E 11EMPORAY BLOCK & SLOW -OFF AND CONNECT TO VALVE WITH Dj. SLEEW (mi) & C.I. SPOOLS FINAL CONNECTION BY CITY FORCES NOTE 1. TAMNC TMS SHALL BE MADE OF CAST l it►,, DUCTILE IRON OR 91OXY-00ATED STEEL. BOLTS AND NUYS SHAL BE COR ---'TEN, ALL TEES AND VALUES SHALL 9E WAIM 10ESTIED SORE TAP 2. NO $12E ON SIZE TAE'S ON CAST -OM WATER Lim. TAP SHALL OE AT LEAST r SOALLER DIAMEIER THAN THE EXIS11I+IG MAIN. 3: NO WET 'TAIL ON ASKSM +CIwWNT LINE OR ST'EEI.. LINE A. WET-TAM4 OF EXSV4 CITY OF RMTON WATER MAIINS JMLL. ft DONE BY SPIEIt TAPS' OR SJMIOR TAPM;rM INC. S. CON"ACTOR $HALL P+tMOLE AND VEPWY TIS HOINZONTAL ARID VWTICAL ALIGNMENT Of EXISTING LINE OR STUB AND SHALL. START LAYING THE NEW UNE AT THE 'SAME HORIZONTAL AND VER1ICAw. ALIGNMENT OF THE EASTING Via.. 6. CITY FORCES WILL F°'OF'ORM THE FINAL CONNECTIM FROM 1HE WATER UNE TO THE TAPPING VALv'E 'LATH D.f. SLiEEVE AND 01. SPOOL + PUBLIC IC WORK , CONNECTION TO WATER MAIN WITH DEPARTMENT TAPPtNG TEE & VALVE MARCH 201. 0 ti► L •TF 0 r° • 2 I° SO 27460 O • °F•• O!STE sS�OHlil ��► 07/01 /2015 NO. 2" CLAS *2n CLA CLA MIN IMIN I— MIN, —I MINIMIN 6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE * SEE DWG# HR -05 FOR MINIMUM STANDARDS 13 x24" PLASTIC METER BOX EQUAL TO MID-STAWS PLASTIC,, VALVE BOX LID WTH EARS IN DIRECTION OF 2" SQUARE WATER MAIN AND WORD OPERATING NUT 12" "WATER" CASA' IN70 IT MIN 18" MAX, .�......�,. INC. MSCI -1324—R `I111i READER UD AND 2" DRILIM HOLE 4" CONCRETE COLLAR FOR VALVES IN PAVED AREAS , .1_ 114 DIA, prm F'OR TOUC HREAD PIT UO (SEE DETAIN A—A) } 1 1/8 MIN. THICKNESS SEE DETAII� wM IECE CASA' RON VALVE 1 IN UN*APROa W 111104T OFw WAY WSTALL MET" BOX AT BOX, RICH -SEATTLE TYPE OR OLYMPIC FOUNDRY I., STEED PROPERTY LINE 9M TH 12" ' LENGTH AS REQUIRED I/8" MIN, THICKNESS 2-1/4- INSIDE MEASUREMENT 9" MIN SIDEWALK 12" MAX V VALYL C;'ERATICN NUT EXTEI SIQN NOTE; EXTENSIONS ARE REQUIRED WEN VALVE NU IS MORE THAN 71AREE 3 FEET BELOW FINISHED GRADE, EXTENSIONS ARE TO BE A MINIMUM CSE ONE (1) FOOT LONG. ONLY ONE EXTENSION TO BE USED PER VALVE. OTE;, ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT.. V'AL'VE MARKER NOTES: VALVE MARKERS SMALL_ BE EQUAL.. TO CARSONITE UTILITY MARKER VALVE MARKER DOST TO BE USED FOR A,L.L. MAIN LIFE: 'VALVES (}UT IDE PAVED AREAS M'L : I:,.fC WORKS VALVE BOX, MAPKER & OPERATING TDEPARTMFNT NUT EXTENSION 9w. PLO - .1 MARCH 2010 D OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. IRE I1'd1?RAN1. SHALL BE C0.ff_,`i_'TrPC EQUAL TC 11WA f--5110 511 P 101YIPIRE ION YPE SUCH AS CLO* ME ALL"014, F� � ��� I�� EIDER a.UPER CET4 RICN 200,. AND PACCR WTH 6" NE01ANICAL. 10INT INLET WITH a..UGS. 5-1 Y,.4� %44N VALIk. 0PE4ING. TWO 2-412* 10SE CONNECTIONS NATIONAL STAND.ARD THREADS. 4 PUMPER ,0NNECTION are oF suxqs r RE.4v mTH A STGRZ ADAPTOR, 1-075" I ,Ai � ,.�. THREAD ) 5"' S.TORZ, ATTACKED AI T€ 1/90 STAINLESS ;TEED. (,'ASL k, ' 4' PEN-TAGO'. 3 ERA,T)IN NUT. FIRE HYDRANT T SAINT Naz 5780-563 DTIC AC9`vtIC GLOSS, SAFErLLOWOR WPRCVP� ECKJAL. PUMPER CONNEC1 TO F-AOADWAY OR AS )IRE'C:T'ED 9Y RENTON FIRE 0F4APT%IIFNT, FIRE HYDRAT EXTENSION L USED IF i EOUIRE;rl 'URB O *2o SEI IIID BACK OF 9DEWAI.Y T14AT J'S ADJACENT T I I CURB , FAD APOILIN i-0 MATCH HMRXNT ra = h 3 ,_-EXPANSION JON ; AT „ BAS SIDEWALK -*C CAST 00N, VALVE OX t LjG ITH xI: EQItA1.. 3't" <QL_'OV.IC FI:iNChR°s,, CO SC`ANI:nARC: °OF$: SECT44 OTH RFGUF.AR BASE SEC TIM' LENGTH TO vi`lr`o,AILVE. NUT' EXTENSION AS FQfUI rf, RASED PAVEMIENT MARKIER TYPE 88-A ST MSONI''T ° `)VO -WAY BLUE ISL, LLCTh CONCRE TE 4. x}s ` GAL V;.° ;:`I.�; F,3 �A�r% Ia;:T SEA .f ' 0, 1, w T, -E sR 0N1 P9PE, CLASS 52 C:•EFOENI UNEC, LENGTH TO I - Poo: dLCIP TT,4. �EII�i `111____1/'2 ,"IRO`°"�, `�fA DRAIN ROCK i' ABOVE BOOT T :GE. LACE S MIL El€ eoi�IIsER I41 Y'I $ T SCI rF 1 *`til FILM AROUND TOP AND SIDES OF GRAVEL. MIN RADUS MIN 3.' SAE-. ONE MANROCA ..r CI04E : FAD = 6 Cf -v TE PAC 119 I:_ . L PLTB,LIC WOR FIEF HYDRANT ASSEMBLY DEPARTMENT MARCH 2010 T€STINC DETAIL .lJ• Pmr I - : 0 NEW DA. WATER LINE 1 TAPPING TFE �MFIxfQ VERTICAL OSS(M, L.) FOR POLYPIGGIING TAPPII+I>G CRATE VALVE (F"L. )(M,I) 1—BUND FLANGE ON TOP METH 2" TAP AND 2" PLUG I EI►1PORARY PLUG (MJ)) Thi 2—INCH T � Y �� D � I'� 4 BOTTOM AND 2—INCH IILOW-O ASSEMBLY O J) VAT14 r TAP & 2" SLOW -OFF 0ONC RETE EILOCKING TEMPORARY BLOCK =INAL, CC3l+iEN CTION DETAIL LVEW D.I. WATER LINE. I AFTER ALL CLF-AN414G BY POLYPIC, P REMIRE TESTIN AND DIS94FECTtON, RENOv'E 11EMPORAY BLOCK & SLOW -OFF AND CONNECT TO VALVE WITH Dj. SLEEW (mi) & C.I. SPOOLS FINAL CONNECTION BY CITY FORCES NOTE 1. TAMNC TMS SHALL BE MADE OF CAST l it►,, DUCTILE IRON OR 91OXY-00ATED STEEL. BOLTS AND NUYS SHAL BE COR ---'TEN, ALL TEES AND VALUES SHALL 9E WAIM 10ESTIED SORE TAP 2. NO $12E ON SIZE TAE'S ON CAST -OM WATER Lim. TAP SHALL OE AT LEAST r SOALLER DIAMEIER THAN THE EXIS11I+IG MAIN. 3: NO WET 'TAIL ON ASKSM +CIwWNT LINE OR ST'EEI.. LINE A. WET-TAM4 OF EXSV4 CITY OF RMTON WATER MAIINS JMLL. ft DONE BY SPIEIt TAPS' OR SJMIOR TAPM;rM INC. S. CON"ACTOR $HALL P+tMOLE AND VEPWY TIS HOINZONTAL ARID VWTICAL ALIGNMENT Of EXISTING LINE OR STUB AND SHALL. START LAYING THE NEW UNE AT THE 'SAME HORIZONTAL AND VER1ICAw. ALIGNMENT OF THE EASTING Via.. 6. CITY FORCES WILL F°'OF'ORM THE FINAL CONNECTIM FROM 1HE WATER UNE TO THE TAPPING VALv'E 'LATH D.f. SLiEEVE AND 01. SPOOL + PUBLIC IC WORK , CONNECTION TO WATER MAIN WITH DEPARTMENT TAPPtNG TEE & VALVE MARCH 201. 0 ti► L •TF 0 r° • 2 I° SO 27460 O • °F•• O!STE sS�OHlil ��► 07/01 /2015 NO. 2" CLAS *2n CLA CLA MIN IMIN I— MIN, —I MINIMIN 6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE * SEE DWG# HR -05 FOR MINIMUM STANDARDS 13 x24" PLASTIC METER BOX EQUAL TO MID-STAWS PLASTIC,, INC. 9CE SERIES MSSCF 3324-18 WITH 1.75" THICK I)UCTLE CITY W- I#TON DIAMOND PLATE COVER EQUAL TO MID—STATES PLASTICS, .�......�,. INC. MSCI -1324—R `I111i READER UD AND 2" DRILIM HOLE pip" prm F'OR TOUC HREAD PIT UO (SEE DETAIN A—A) 1 IN UN*APROa W 111104T OFw WAY WSTALL MET" BOX AT PROPERTY LINE 9M TH 12" ' LONG GGraM TAB.Pl . 9" MIN SIDEWALK 12" MAX FINISH GRADE a x r.... CTQX>mm *ATM METER TO BE t< SL44 1. D 9"T Tw 36" IMIN COVER ' � � CITY TYPE *K* SOFT 22 1 f 2` NEW SON WATERMA I IF SIERVICE UW TO 14OUSE I5 3/4" OR 1• TO 8E INSTALLED IN T1'IE FUTURE GALVANIZED INSTALL FORD 014-33 OR 44 FIPT PLUG x COMPRIQN COUPLING LOOP DOVM TO CENTERLINE Or WATER MAIN TO PROVIDE SLACK IN COPPER CWPNWTXR FIN 5d>!C'gj1r ANN, FORD SERVICE LIFE TO METER. \602-150-44-= OR McDNAtD BRASS-. 21-215W4033, OR MUELLER: 3/4-8-2470-2 MATH ANGLE BALL VALVE ON INLET AND t.E CHIE(X VALVE ON OUTLET CORPORATION STOP *114 BALL VAL`IEF. ORD - FORD W"72-15MM-+44-44G, OR TAPERED THREAD (CC). WCK JC3{NT Mali7OK&O NRAS& 21-415101100044, OR MLEL.L . 1-0-2470-2 k3/4* F"81000-3-0) OR AY MCDONAW 47418 80TH INLET AND OUTLET iAiTH QUICK JOINT. PADLOCK WIGS ON (1" M000-4-0) OR AY MCDONALD 47018 INLET ANME BALL. VALVE AND SBiME CWO( VALVE ON OUTLET. ALL n TnMGS SHALL BE VOTH QIrRCIC JOW 'COTE: ALL METER SOXES WSTAL,L.ED 141HIIN C MCRET'E OR PAVED DIRAW-WAYS SHALL, Of CAST-;RON ECA)AL. TO OLYWC FiOL N€iARY.. EXPANSON JOINTS MUSH INS INSTALLED ON BOTH SIDES OF METER BOX - A. -. ADRILL L DIA- HOLIF FOR AMR (AUTOMATIC INTER RIEAD) 10JO AD DEVICE j7 EE 2--1/2* v, FROM NEARESTE_ AND FROkT EDGE OF 0'I'T LID F48 NOTE: THE CENTER OF THE HCS MUST BE AT LEAST 10 FWW UNDERNEATH RIBS UNLESS TETE: RIB SPACING ALLOWS THE NUT TO 'nGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONe Rio, Sle AI~it3 I" WATER SERVICE M. PLAN - awl _CT AR' `M R Nl' NOVEMBER 2009 OF CURB OR OF PAVEMENT — 6.5' MIN. 1' 1' 2.5' 1' 1' MIN MIN MIN MIN MIN -r+-�-r�r�� �.e.e e_e.�.e �_� �.. ..................... . B„\ -!ACP CLASS `E' OR `' 2 CLASS B 6” CRUSHED SURFACING TOP COURSE ;EN TER LINE OR .ANE LINE CRUSHED ROCK, FLOWAB LE FILL OR AS REQUIRED BY ENGINEER TYPICAL PATCH FOR FLEXIBLE PAVEMENT WHEN PERPENDICULAR TO ROADWAY CENTERLINE ADOPTED CITY OF >IIIIIIKIM STAIIIIIIIIIJIM PLUM -� Uff DM: 12/96 DWG. NAME: HR -23 SP PAGE: H032A TYPICAL PATCH FOR FLEXIBLE PAVEMENT N.T.S. RECOMMENDED FOR APPROVAL By: Date: By: Date: By: Date: By: Date: LANKTREE SURVEYING SCALEIbN'`Nw NN1�ml, 1w1 CITY OF NANTUCKET SHORT PLAT 07/01/2015 �NEO: IO D.L. OFFE, P.E. NANTUCKET AVENUE, LLC �I: _ RENTON D.L. OFFE, P.E. wcH DATUM WATER DETAILS &NOTES O"ECM' AT PULL sow Planning/Building/Public Works Dept. F mw OIE Mrt*I 2820 PARK AVENUE NORTH REVISION BY DATE AP P R m""AD: '" 0"E '00""1i0LY 8 UT 14 20 3$ ,>0 x 1,3002 o � M� � M Viburnum daviciii* navid Viburnum co ' � V O ;5 �vergreen Azalea H- Z Ua �C14 4 z00 Q, N Jacquemontii Birch �uonymus fortunei ' emerald n Gdd WASHINGTO cal r� M 8 �X15TII\16 n�cinuoUs rM\� ro t3� �fAIN�P WI11-I bplP ZONA SHOWN C nASfn LM) �45fl% �V�pGp��N 11P,�� 1'0 M �fAMP WI11.1 nplp ZONA 51 -TOWN (PA5f P I.M) 511?FF1' 11�FF5 30' AWAY FpOM 51I\T�_Ttl6H5,1WIC& L AN P 5CAP N 01`0ES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 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 THAN 2 DIAMETER. 7. 4" DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. ROTOTILL INTO TOP 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 SPECIFICATIONS. 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 SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. TREES LOCATED ON THE PROPOSED LOTS WILL BE IRRIGATED BY FUTURE HOMEOWNERS. LANDSCAPE STRIP PLANT MATERIAL IS CONSIDERED 100% DROUGHT TOLERANT AND SHALL BE PROVIDED TEMPORARY IRRIGATION FOR THE FIRST TWO (2) YEARS. 12. HOME BUILDER SHALL BE RESPONSIBLE FOR INSTALLING PROPOSED LOT TREES UPON COMPLETION OF THE PROPOSED HOMES. STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED BY DEVELOPER. PLANT 5CH PUL COMMON NAMF m � M Viburnum daviciii* navid Viburnum co � Azalea sp, 'Nino Crimson's �vergreen Azalea I5 Z Miscanthus sinensis 4 .fie �X15TII\16 n�cinuoUs rM\� ro t3� �fAIN�P WI11-I bplP ZONA SHOWN C nASfn LM) �45fl% �V�pGp��N 11P,�� 1'0 M �fAMP WI11.1 nplp ZONA 51 -TOWN (PA5f P I.M) 511?FF1' 11�FF5 30' AWAY FpOM 51I\T�_Ttl6H5,1WIC& L AN P 5CAP N 01`0ES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 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 THAN 2 DIAMETER. 7. 4" DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. ROTOTILL INTO TOP 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 SPECIFICATIONS. 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 SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. TREES LOCATED ON THE PROPOSED LOTS WILL BE IRRIGATED BY FUTURE HOMEOWNERS. LANDSCAPE STRIP PLANT MATERIAL IS CONSIDERED 100% DROUGHT TOLERANT AND SHALL BE PROVIDED TEMPORARY IRRIGATION FOR THE FIRST TWO (2) YEARS. 12. HOME BUILDER SHALL BE RESPONSIBLE FOR INSTALLING PROPOSED LOT TREES UPON COMPLETION OF THE PROPOSED HOMES. STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED BY DEVELOPER. PLANT 5CH PUL LOLOU") Uj .- p N N [30TAN I CAI. V& COMMON NAMF m � M Viburnum daviciii* navid Viburnum 12 � Azalea sp, 'Nino Crimson's �vergreen Azalea I5 STATE OF Miscanthus sinensis Maiden Grass Betula jacquemonti* Jacquemontii Birch �uonymus fortunei ' emerald n Gdd WASHINGTO cal Full and Matching 'purple 5plendaur' * �hodie Cn z RF D Thuja occidentalis 'Smaragd'* 'emerald Green' Arborvitae cal Full and Matching LAN CT • P4ru5 calleruana 'Chanticleer'* Flowering pear 3 3" U Full and Matchincl z � Z o J 3" cal p Mw Acer campe5tre ' Fvel4n' * J M. VA EY 3" ff Uj —� CERTIFICATE No. 774 Fa5tern l? O CASED MONUMENT M� r m W m DOWN 1.0' M Q Cl .O 02 (n � 03 Q cd U L Li E-� N oo Z N z Z I CCD co � 1b CID 1 k z u§ e O CASED MONUMENT M� -IRON ROD W/PUNCH m DOWN 1.0' M �z .O 02 (n � 03 -m _j cd U L Li E-� N oo Z N z Z I CCD 0 Lei 200.52 N NZ oLci_ N +�0' _000m CASED MONUMENT a -IRON ROD W/PUNCH m DOWN 1.0' W (9-10-14) .O Lcru)� (n a -m _j oi 204.54 L Li 204.17. •t z -IL 209.43 I CCD co � 1b 0 Lei 200.52 N NZ oLci_ N +�0' _000m 20 201.55 t 201.64 1 s 203.29 6" PVC IE=193.22' I. 197.3 .15 200.09 20,.27 CASED MONUMENT 3"BRASS CAP W/PUNCH DOWN 0.45' (9-10-14) N. 30TH STREET - - - - - ' 'S890441 ' "E 1178.76 5. ' - - - - - ,+204 85 A1I 1 i EXISTING o / BUILDING 205.09 �- 207.24 // // 212.00 r 210.1 + 2210.68211 s7 0 + 212.06 + 213.67 213.22 211.21Y 213.73 f ? 1 \\ % 4 207.18 °t » FENCE CORNER IS �"� ••„� 18 CHERRY f 205.22 0 0.4'N X 0.2'W 1 S89'04'15"E 2os9 +208.32 x'209.1 257.00 2,2.65 OF CORNER I FENCE ORNER IS rn p SEPTIC OVERHANG _- w_ +2 .08 ► 0 0. 'S 0 �4ti� +2 .s7 TANK(?} BRIC A 211.29 FIRE 4I + g 2,,.72 1 B G 21.73 212.68 20 3 208.28 O / FF=21 4.34' 2, 2 / 211.7, a r 207.52y + .84 .46 { & 205 / al +211.70° �2t1.BB . a212.82 21 +211.54 3 7 ,0.42 { a + 21,.28 EXISTING 1110 v d ° + 210.83 21 r6 741.4' BUILDING ,4 �ad-1-412.35 2 5 d 2066ROOF HEIGHT 1��'ta ONCRU 1 206.11 210.03 228.76 2,1.19 d a a a ° � a a 212.44 4. 212.45 0 GAVEL //�rf����lj T/ 10. 3211 s° a 2tz.40 +212.37 STEPS" CL (s \ + 211.91 + 211.35 210.93 13 . , .95 w . , �... + 210.61204A6- 210.25 ��» z X2,0.38 14"CHERRY .. -)C 21 Z4 "- +211.25 21,.17 209.16 cVH DECIDIOU�STER + +21131<8"PLUM } FND. RE R & CAP FENCE`\COR. 2-8" 2-6" 6"ItAIORNE It ILS 15025 5' 0/S IS k4,N FND.R & 211.39 205. +207. OF `t"E 1 8»C 210.64 �� ` � � x �( ,m CAP LS 15025 ' 60 ■E 140.02' FENCE`S �-2,0.8, +210.76 8» PLUM ON LINE FENCE COR. IS ,21037..._ ` spy 0 0.4'S X 0.2'E ! x . 1 20639 , C1 2 a4 J o OF CORNER 2,0.40 12"PEAR +2099 209.99 3 � � 1* � 210.45 + / 208.02 W 205.6 + FENCE INTX. IS AREA UNDER +210.38 C14209.87 +#06.43 CONSTRUCTION 0.7'N X 2.5'E I o OF CORNER * z » 1 I + 209.52 209.51 ry . f 210 5 S89-04'15 L 2 '�'$. CE 1NTX IS 0.7'N X 0.7'W 12"PEAR ` QS1_ - S. LINE OF N. 100' LOT 43, REF. #1 - - OF CORNER .54 -- - 205.91 - - -- -- 1 v CASED MONUMENT 5/8 -IRON ROD W/PUNCH N. 31 TH ST. DOWN 1.0' W (9-10-14) .O 2 1. 204. (n a w L11 oi 204.54 L Li 204.17. •t w -IL 209.43 O r co N. 27TH ST. Q CID 1 k z I 1 t �J_ 204.30' k' I k: k N i k. w Z k e f 1 k 204140 1 I 0 avi _ 204.81 k . a E { 1i m k k 204 91 I a a I V. T Q0 .> a t f 204.95 I k ( _ A k I a 1 k k pc k E k ° I I k 1 1 0 i 205A 33 1 LLJ 1, a ► k co ~ SEWER MH , RIM 205.53 IE 198.41' 8"CONC N I 205.28` IE 198.73' 6"CONC E a W a k k ROOF HEIGHT ° k X05.31 1 c 20 201.55 t 201.64 1 s 203.29 6" PVC IE=193.22' I. 197.3 .15 200.09 20,.27 CASED MONUMENT 3"BRASS CAP W/PUNCH DOWN 0.45' (9-10-14) N. 30TH STREET - - - - - ' 'S890441 ' "E 1178.76 5. ' - - - - - ,+204 85 A1I 1 i EXISTING o / BUILDING 205.09 �- 207.24 // // 212.00 r 210.1 + 2210.68211 s7 0 + 212.06 + 213.67 213.22 211.21Y 213.73 f ? 1 \\ % 4 207.18 °t » FENCE CORNER IS �"� ••„� 18 CHERRY f 205.22 0 0.4'N X 0.2'W 1 S89'04'15"E 2os9 +208.32 x'209.1 257.00 2,2.65 OF CORNER I FENCE ORNER IS rn p SEPTIC OVERHANG _- w_ +2 .08 ► 0 0. 'S 0 �4ti� +2 .s7 TANK(?} BRIC A 211.29 FIRE 4I + g 2,,.72 1 B G 21.73 212.68 20 3 208.28 O / FF=21 4.34' 2, 2 / 211.7, a r 207.52y + .84 .46 { & 205 / al +211.70° �2t1.BB . a212.82 21 +211.54 3 7 ,0.42 { a + 21,.28 EXISTING 1110 v d ° + 210.83 21 r6 741.4' BUILDING ,4 �ad-1-412.35 2 5 d 2066ROOF HEIGHT 1��'ta ONCRU 1 206.11 210.03 228.76 2,1.19 d a a a ° � a a 212.44 4. 212.45 0 GAVEL //�rf����lj T/ 10. 3211 s° a 2tz.40 +212.37 STEPS" CL (s \ + 211.91 + 211.35 210.93 13 . , .95 w . , �... + 210.61204A6- 210.25 ��» z X2,0.38 14"CHERRY .. -)C 21 Z4 "- +211.25 21,.17 209.16 cVH DECIDIOU�STER + +21131<8"PLUM } FND. RE R & CAP FENCE`\COR. 2-8" 2-6" 6"ItAIORNE It ILS 15025 5' 0/S IS k4,N FND.R & 211.39 205. +207. OF `t"E 1 8»C 210.64 �� ` � � x �( ,m CAP LS 15025 ' 60 ■E 140.02' FENCE`S �-2,0.8, +210.76 8» PLUM ON LINE FENCE COR. IS ,21037..._ ` spy 0 0.4'S X 0.2'E ! x . 1 20639 , C1 2 a4 J o OF CORNER 2,0.40 12"PEAR +2099 209.99 3 � � 1* � 210.45 + / 208.02 W 205.6 + FENCE INTX. IS AREA UNDER +210.38 C14209.87 +#06.43 CONSTRUCTION 0.7'N X 2.5'E I o OF CORNER * z » 1 I + 209.52 209.51 ry . f 210 5 S89-04'15 L 2 '�'$. CE 1NTX IS 0.7'N X 0.7'W 12"PEAR ` QS1_ - S. LINE OF N. 100' LOT 43, REF. #1 - - OF CORNER .54 -- - 205.91 - - -- -- 1 v 209.34 + 209.51 f 209.36 + 209.,4 -It- 209.33 + 209.02 1; -/-208.82 , , +209.40 -1,209.56 + 209.19 206.1 + 209.46 k L0 0 w 209.43N. N 04 } o 2 + 209.30 CASED MONUMENT 3 -BRASS CAP W/PUNCH DOWN 0.5' (9-10-14) 10T +212.15 N"EBAR & CAP LS 15025 LABELED VOFFSET 1.5'N OF CORNER 209.67 -/-209.61 + 209.54 209.78 - _ 209.66 --j-209.91 209.38 206.46 + 209.08 :I 207 a + 206.77 + 209.14 1t 35 209.08 PEDESTRIAN q _--- o I �- 209.46 206.10 ' USE ONLY r ,/ \ N + +209.,6 + , �� +206.21 X206.3,72 16"SPRUCE 14»PINE 'I rr 205.63 + 207.55 / 210.22 + 2 .05 -)L 209.44 '< Z:-/- SEWER MH -- r zoa.44 / � RIM 205.38 + � // 209.55 `��� SHED i IE 194.23' 8"CONC W +209.66 -X210.18 as ss 210.60 34 +210.30 + 210.56 COVERED a IE 194.58' 8"CONC E /%7777! 210.80 + \ -/-209.30 209. ,r " t o PATIO -' 194.58 1 2 PVC S 4 74 270.1 209.36 r 05.96 +' SHED IS 2205.64 � � 2osss , � 2,0.1 +lose +207/1/ +209.56 0.8E OF LINE 209.04 ROOF + 10.63 \ 32.4 + 210.26 21 2 209.1 + / HEIGHT / +210. + d ° - f 206.66207.E" // 226.34' 210.50 70"CEDAR t..208:50 + 10.62 J ^ YARD # . + 209.48 + 210.42 �/ .05 + 211.43 J 35 2 0.26 r 209 3 209. 5k 9 205.38 2(6.� -__ - --# 205.98 + 206.34 x LIGHT 0 , .. n� ' T ' 16 I _ / EXISTING 10.63+ 209.25 a 208.03 208.99 4 209.01 209.74/ YARD , 1.43 HOUSE / 209 26 _fREq N ' j q k y LIGHT �Cllll// 20&54 a s HQCJSE t_ » +. 20$:22 C) x 3 8 HOLLYi 11.43 a a 209.11 g ° a I 1 1 f-21014 -1-211.38211`36 Z 209.31z1i.38 a +208.45 .55 r- 206.04 $ 1 209.31 a 6.78 Ot I ° 206.04 207.16 t1 208.05 + " , + a. --/-208.94 205.30- f + + 10 PINE - d ' +a " s° € +2,1.2 .. d FF -206.10 09 29. + 209.18 ", . . --/-208.85 .J 22 FIR � � a : //l1111C/ // // �� 3 • +2,,.35 2, .,9 CONCRETE s Q. . ° a °t a Q 65 2,1.2 a a aa 30"CEDR i 205 .4 205.67 11.29 30»CEDAR d 209.14 209.14 210.29 127 68 208.8417 Y � LIG 211.29 34 .04 � o » 217 a a a 208.96 -� 208.57 +204. 40 F --� `" 3.78 205.08 a 08.85 ` » .01 210.83 2�7 40 LOCO, 12P 210.79 /�'AN��• yp �A .�76'FIR 207.37? 2 2 a a �a 270.78210.49 210 `j2 .67 aA8.69 art?O',t1PPLE 207.57 .90 --1-206.45 f _�� + + g „ a 210.66 210-24,d a 1 0 "PEA 208.32 \ 3 » FIR es 210.53 ��� ! ° a 208.62 Q04.89 2118.56 . 21q..45 2id06 208 86 209.30 203. + + + . . ~ ' 208.58 207.78 . 20372 .,. 14 DE a " CIDIO a' �t 281 zoes _ 02 2 205. 0 �, .. �' � d 209.53 204.8 + 1 .g d ° a -� 208.85 --/-208.40 + 208.72 26"CED �. ., �``.y 207.96 «�.� . �208:a, 208.29 \ ' a -/-208.16 206.06 TRACT 43; EXCEPT NORTH 100 FEET AND EXCEPT WEST 158 FEET OF SOUTH 65 FEET OF NORTH 165, HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, ACCORDING TO PLAT THEREOF RECORDED VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, STATE OF WASHINGTON. AND THE NORTH 100 FEET OF LOT 43, HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIVISION NUMBER 1, LESS THE SOUTH 40 FEET OF THE WEST 140 FEET, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, WASHINGTON. ASSESSOR'S PARCEL MUMBER 334210-3282 & 334210-3281 ADDRESS 2802 & 2820 PARK AVENUE N RENTON, WA 98056 BASIS OF BEARING (NN)" 1991) CITY OF RENTON) BASIS OF BEARING FOR THIS PROJECT IS A LINE BETWEEN A FOUND BRASS DISK KNOWN AS MONUMENT ID 1886 ANOTHER BRASS DISK KNOWN AS MONUMENT ID 266. CONTROL VALUES WERE HELD FOR THESE MONUMENTS TO HOLD THE MONUMENTS NAD83(1991) CONTROL VALUES AND A LINE BETWEEN THE MONUMENTS HELD AS SOUTH 89'03'54" EAST. BASIS OF ELEVATION NAVD88 (CITY OF RENTON) BASIS OF ELEVATION WAS ESTABLISHED BY HOLDING PUBLISHED NAVD 88 ELEVATION OF A CITY OF RENTON SURVEY CONTROL MONUMENT, KNOWN AS NO. 341 VERTICAL DATUM SOURCE: CITY OF RENTON DATABASE ID #:341 DESCRIPTION: MONUMENT LOCATION: NW COR INTX N. 30TH ST. AND PARK AVE. N.E. ELEV = 201.256' CHECKED INTO CONTROL POINT #266; CLOSURE 0.03' NOTES 1. ALL DISTANCE SHOWN ON THIS SURVEY ARE IN US SURVEY FOOT 2. UTILITIES ARE SHOWN PER FIELD OBSERVATIONS, AVAILABLE RECORDS AND UNDERGROUND LOCATE SERVICES WERE EMPLOYED FOR THIS PROJECT. FOR EXACT LOCATION OF UNDERGROUND UTILITIES POTHOLING SHOULD BE PERFORMED. 3. DATE OF SURVEY WAS SEPTEMBER 10, 2014 AND ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THIS TIME. AREA 62,520 ± S.F. (1.435± AC.) REFERENCE SURYEYS 1. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIVISION NUMBER 1, VOL. 11, PG. 63 EXISTING EASEMENT NOTES PER FIRST AMERICAN TITLE INSURANCE COMPANY TITLE REPORT ORDER NO. 4266-2298057 DATED AUGUST 04, 2014 AT 7:30 AM AND ORDER NO. 4266-2304387 DATED AUGUST 11, 2014 AT 7:30 AM THERE ARE NO EXISTING EASEMENTS OF RECORD. FND. MAG NAIL c v N. 31 TH ST. k FND. REBAR W l LS 15025 - 11 0/S .O N. 29TH ST. a (n &CAP LS 15025 w L11 205.87 u) L Li SITE N. 28TH ST. w -IL 209.43 O r co N. 27TH ST. Q CID z co �J_ W�cn�� N w Z z�coLo 0 avi _ 1 + L.12 m r,. Q0 .> -/-209.58 _ ' pc N 0 � LLJ co ~ no 2OPM � LLJ W 3 ...J CLC� O W Lc ROOF HEIGHT 1- c LL / 225.23' 209.56 w +2L -70 EXISTING ul X !0533 BUILDING ' �ENCE END IS 'LiGGGL f.GGI. / .. 209.29 � FENCE COR. IS 1.4'N X 2.1'W W0 ( ' �-1��� �` ... °- ' 1�.6'N OF LINE Z FEN. ANGLE PT. +209,04 N OF CORNER +20656,.,,._, -- IS 0.9'N OF LINE » r_: S89 415 158.02 C) C in 209.34 + 209.51 f 209.36 + 209.,4 -It- 209.33 + 209.02 1; -/-208.82 , , +209.40 -1,209.56 + 209.19 206.1 + 209.46 k L0 0 w 209.43N. N 04 } o 2 + 209.30 CASED MONUMENT 3 -BRASS CAP W/PUNCH DOWN 0.5' (9-10-14) 10T +212.15 N"EBAR & CAP LS 15025 LABELED VOFFSET 1.5'N OF CORNER 209.67 -/-209.61 + 209.54 209.78 - _ 209.66 --j-209.91 209.38 206.46 + 209.08 :I 207 a + 206.77 + 209.14 1t 35 209.08 PEDESTRIAN q _--- o I �- 209.46 206.10 ' USE ONLY r ,/ \ N + +209.,6 + , �� +206.21 X206.3,72 16"SPRUCE 14»PINE 'I rr 205.63 + 207.55 / 210.22 + 2 .05 -)L 209.44 '< Z:-/- SEWER MH -- r zoa.44 / � RIM 205.38 + � // 209.55 `��� SHED i IE 194.23' 8"CONC W +209.66 -X210.18 as ss 210.60 34 +210.30 + 210.56 COVERED a IE 194.58' 8"CONC E /%7777! 210.80 + \ -/-209.30 209. ,r " t o PATIO -' 194.58 1 2 PVC S 4 74 270.1 209.36 r 05.96 +' SHED IS 2205.64 � � 2osss , � 2,0.1 +lose +207/1/ +209.56 0.8E OF LINE 209.04 ROOF + 10.63 \ 32.4 + 210.26 21 2 209.1 + / HEIGHT / +210. + d ° - f 206.66207.E" // 226.34' 210.50 70"CEDAR t..208:50 + 10.62 J ^ YARD # . + 209.48 + 210.42 �/ .05 + 211.43 J 35 2 0.26 r 209 3 209. 5k 9 205.38 2(6.� -__ - --# 205.98 + 206.34 x LIGHT 0 , .. n� ' T ' 16 I _ / EXISTING 10.63+ 209.25 a 208.03 208.99 4 209.01 209.74/ YARD , 1.43 HOUSE / 209 26 _fREq N ' j q k y LIGHT �Cllll// 20&54 a s HQCJSE t_ » +. 20$:22 C) x 3 8 HOLLYi 11.43 a a 209.11 g ° a I 1 1 f-21014 -1-211.38211`36 Z 209.31z1i.38 a +208.45 .55 r- 206.04 $ 1 209.31 a 6.78 Ot I ° 206.04 207.16 t1 208.05 + " , + a. --/-208.94 205.30- f + + 10 PINE - d ' +a " s° € +2,1.2 .. d FF -206.10 09 29. + 209.18 ", . . --/-208.85 .J 22 FIR � � a : //l1111C/ // // �� 3 • +2,,.35 2, .,9 CONCRETE s Q. . ° a °t a Q 65 2,1.2 a a aa 30"CEDR i 205 .4 205.67 11.29 30»CEDAR d 209.14 209.14 210.29 127 68 208.8417 Y � LIG 211.29 34 .04 � o » 217 a a a 208.96 -� 208.57 +204. 40 F --� `" 3.78 205.08 a 08.85 ` » .01 210.83 2�7 40 LOCO, 12P 210.79 /�'AN��• yp �A .�76'FIR 207.37? 2 2 a a �a 270.78210.49 210 `j2 .67 aA8.69 art?O',t1PPLE 207.57 .90 --1-206.45 f _�� + + g „ a 210.66 210-24,d a 1 0 "PEA 208.32 \ 3 » FIR es 210.53 ��� ! ° a 208.62 Q04.89 2118.56 . 21q..45 2id06 208 86 209.30 203. + + + . . ~ ' 208.58 207.78 . 20372 .,. 14 DE a " CIDIO a' �t 281 zoes _ 02 2 205. 0 �, .. �' � d 209.53 204.8 + 1 .g d ° a -� 208.85 --/-208.40 + 208.72 26"CED �. ., �``.y 207.96 «�.� . �208:a, 208.29 \ ' a -/-208.16 206.06 TRACT 43; EXCEPT NORTH 100 FEET AND EXCEPT WEST 158 FEET OF SOUTH 65 FEET OF NORTH 165, HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, ACCORDING TO PLAT THEREOF RECORDED VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, STATE OF WASHINGTON. AND THE NORTH 100 FEET OF LOT 43, HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIVISION NUMBER 1, LESS THE SOUTH 40 FEET OF THE WEST 140 FEET, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, WASHINGTON. ASSESSOR'S PARCEL MUMBER 334210-3282 & 334210-3281 ADDRESS 2802 & 2820 PARK AVENUE N RENTON, WA 98056 BASIS OF BEARING (NN)" 1991) CITY OF RENTON) BASIS OF BEARING FOR THIS PROJECT IS A LINE BETWEEN A FOUND BRASS DISK KNOWN AS MONUMENT ID 1886 ANOTHER BRASS DISK KNOWN AS MONUMENT ID 266. CONTROL VALUES WERE HELD FOR THESE MONUMENTS TO HOLD THE MONUMENTS NAD83(1991) CONTROL VALUES AND A LINE BETWEEN THE MONUMENTS HELD AS SOUTH 89'03'54" EAST. BASIS OF ELEVATION NAVD88 (CITY OF RENTON) BASIS OF ELEVATION WAS ESTABLISHED BY HOLDING PUBLISHED NAVD 88 ELEVATION OF A CITY OF RENTON SURVEY CONTROL MONUMENT, KNOWN AS NO. 341 VERTICAL DATUM SOURCE: CITY OF RENTON DATABASE ID #:341 DESCRIPTION: MONUMENT LOCATION: NW COR INTX N. 30TH ST. AND PARK AVE. N.E. ELEV = 201.256' CHECKED INTO CONTROL POINT #266; CLOSURE 0.03' NOTES 1. ALL DISTANCE SHOWN ON THIS SURVEY ARE IN US SURVEY FOOT 2. UTILITIES ARE SHOWN PER FIELD OBSERVATIONS, AVAILABLE RECORDS AND UNDERGROUND LOCATE SERVICES WERE EMPLOYED FOR THIS PROJECT. FOR EXACT LOCATION OF UNDERGROUND UTILITIES POTHOLING SHOULD BE PERFORMED. 3. DATE OF SURVEY WAS SEPTEMBER 10, 2014 AND ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THIS TIME. AREA 62,520 ± S.F. (1.435± AC.) REFERENCE SURYEYS 1. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIVISION NUMBER 1, VOL. 11, PG. 63 EXISTING EASEMENT NOTES PER FIRST AMERICAN TITLE INSURANCE COMPANY TITLE REPORT ORDER NO. 4266-2298057 DATED AUGUST 04, 2014 AT 7:30 AM AND ORDER NO. 4266-2304387 DATED AUGUST 11, 2014 AT 7:30 AM THERE ARE NO EXISTING EASEMENTS OF RECORD. VICINITY MAP 1 =500' xmumu pq LECEND (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) ❑ MAILBOX ¢-- >__<1 LUMINAIRE (LUM.) fir❑ YARD LIGHT 0 POWER METER -0- POWER POLE 0 JUNCTION BOX (AS NOTED) ® TELEPHONE MANHOLE ❑ CATCH BASIN (CB) ® STORM MANHOLE (SDMH) O SANITARY SEWER MANHOLE (SSMH) O CLEANOUT (AS NOTED) 0 GAS METER GV Dd GAS VALVE Del WATER VALVE (WV) FIRE HYDRANT(FH) / CONNECTION(FDC) ® WATER MANHOLE ® WATER METER T BLOW -OFF / AIRVAC SIGN MONITOR WELL DIRECTIONAL ARROW SURVEY MONUMENT (AS NOTED) BENCHMARK SECTION CORNER (AS NOTED) O FOUND REBAR/CAP (AS NOTED) ❑ FOUND LEAD/TACK A NAIL (AS NOTED) C�. HANDICAP CONCRETE GRAVEL/SAND (AS NOTED) ASPHALT 1-G-� BUILDING LINE X CHAIN LINK FENCE WOOD FENCE BARBED WIRE FENCE I-' HOGWIRE FENCE w WATER LINE G GAS LINE r(XX) OVERHEAD/UNDERGROUND TEL. LINE P(OH) OVERHEAD/UNDERGROUND PWR. LINE SD STORM LINE ss SEWER LINE CADCAR ROCKERY immomm KEYSTONE WALL DECIDUOUS TREE 0 CONIFEROUS TREE TREE DRIPLINE (RI) REFERENCE SURVEYS O- GUY POLE GUY ANCHOR TACT I FORMAT KATHLEEN & BRET NASH, VIOLETTE & PAUL SHILLAM ATTN: KATHLEEN NASH 2812 257TH PL SE SA MMAMISH, WA 98075 PHONE: 206-909-7308 EMAIL: KATHLEENOSERENELOTUS.COM OFFE ENGINEERS, PLLC ATTN: DARRELL OFFE, PE 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058-7832 OFFICE NUMBER: 425-260-3412 FAX NUMBER: 425-227-9460 EMAIL: darrell.offe®comcast.net LANKTREE LAND SURVEYING, INC. ATTN: TREVOR LANKTREE, PLS 32320 111TH PL SE AUBURN, WASHINGTON 98092 OFFICE NUMBER: 253-653-6423 �Mrll'� �1�1�1►11�Ik THIS IS TO CERTIFY THAT THIS AMP OR PUT AND THE SURVEY UPON WHICH IT IS BASED WERE MADE BY ME OR UNDER MY DIRECTION AND CORRECTLY REFLECTS THE CONDITIONS OF THIS SITE AS OF THE DATE OF THE FIELD SURVEY IN SEPTEMBER, 2014. DATE OF T OR P: Y -� J} 5/6/2015 TREVOR S. LANKTREE, PLS WASHINGTON REGISTRATION NO. 45789 R- 383016 mw ► 1" >_ c v N. 31 TH ST. z N. 30TH ST. W Q .O N. 29TH ST. a (n I w L11 N. 28TH PL. L Li SITE N. 28TH ST. w Go co N. 27TH ST. Q VICINITY MAP 1 =500' xmumu pq LECEND (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) ❑ MAILBOX ¢-- >__<1 LUMINAIRE (LUM.) fir❑ YARD LIGHT 0 POWER METER -0- POWER POLE 0 JUNCTION BOX (AS NOTED) ® TELEPHONE MANHOLE ❑ CATCH BASIN (CB) ® STORM MANHOLE (SDMH) O SANITARY SEWER MANHOLE (SSMH) O CLEANOUT (AS NOTED) 0 GAS METER GV Dd GAS VALVE Del WATER VALVE (WV) FIRE HYDRANT(FH) / CONNECTION(FDC) ® WATER MANHOLE ® WATER METER T BLOW -OFF / AIRVAC SIGN MONITOR WELL DIRECTIONAL ARROW SURVEY MONUMENT (AS NOTED) BENCHMARK SECTION CORNER (AS NOTED) O FOUND REBAR/CAP (AS NOTED) ❑ FOUND LEAD/TACK A NAIL (AS NOTED) C�. HANDICAP CONCRETE GRAVEL/SAND (AS NOTED) ASPHALT 1-G-� BUILDING LINE X CHAIN LINK FENCE WOOD FENCE BARBED WIRE FENCE I-' HOGWIRE FENCE w WATER LINE G GAS LINE r(XX) OVERHEAD/UNDERGROUND TEL. LINE P(OH) OVERHEAD/UNDERGROUND PWR. LINE SD STORM LINE ss SEWER LINE CADCAR ROCKERY immomm KEYSTONE WALL DECIDUOUS TREE 0 CONIFEROUS TREE TREE DRIPLINE (RI) REFERENCE SURVEYS O- GUY POLE GUY ANCHOR TACT I FORMAT KATHLEEN & BRET NASH, VIOLETTE & PAUL SHILLAM ATTN: KATHLEEN NASH 2812 257TH PL SE SA MMAMISH, WA 98075 PHONE: 206-909-7308 EMAIL: KATHLEENOSERENELOTUS.COM OFFE ENGINEERS, PLLC ATTN: DARRELL OFFE, PE 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058-7832 OFFICE NUMBER: 425-260-3412 FAX NUMBER: 425-227-9460 EMAIL: darrell.offe®comcast.net LANKTREE LAND SURVEYING, INC. ATTN: TREVOR LANKTREE, PLS 32320 111TH PL SE AUBURN, WASHINGTON 98092 OFFICE NUMBER: 253-653-6423 �Mrll'� �1�1�1►11�Ik THIS IS TO CERTIFY THAT THIS AMP OR PUT AND THE SURVEY UPON WHICH IT IS BASED WERE MADE BY ME OR UNDER MY DIRECTION AND CORRECTLY REFLECTS THE CONDITIONS OF THIS SITE AS OF THE DATE OF THE FIELD SURVEY IN SEPTEMBER, 2014. DATE OF T OR P: Y -� J} 5/6/2015 TREVOR S. LANKTREE, PLS WASHINGTON REGISTRATION NO. 45789 R- 383016 mw ► 1" 0 >_ c v ■ c U W 04 .O J (n w L11 > L Li O w Go co co CID z co �J_ W�cn�� N w Z z�coLo 0 avi CL 0 m r,. Q0 .> C w w Z pc N 0 � LLJ co ~ co � LLJ W 3 ...J CLC� O W Lc w 1- c LL >■ w ul c L a Q Z O z C) C in r -`` W criW^ Z o o � CL _ 6 z 0 C) c v ■ c U v N 04 .O J (n J > L Li O w Go co co CID z ■ J CLZ �J_ W�cn�� N W:s z�coLo avi CL W Lli m r,. ed J ^ P%o co ■...■ L01 F- W 1 ■_ LLJ w 04 � LLJ G ...J 0 Q 0 co s 4 ul 0 C) c v ■ c U v N 04 .O J (n > C) a� cm ■ O 00 � z m o J J << w ryM M z Q N �J_ W�cn�� N W:s z�coLo avi w 0 m r,. �.i.. c Lj ^ P%o o L01 F- m LLJ w 0X � E! 0 a U Q d C) a� cm ■ O 00 � z m o r 0co cn << w ryM M z Q N �J_ W�cn�� W:s z�coLo w (.0 z I 0') W �.i.. c Lj ^ P%o Of ~Of(j L01 F- m LLJ w 0X � 0 a� cm � � z m o r 0co cn Z O i CC Lo m W Z O M � Z ULQu m Ln Lu r� z 11 CD E� N 00 LL N Fro4 Ca co A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON O V O O LO lr O �• i.i. CC LL LL z M � Z Z I N m Ln z �o CD E� N 00 a N Fro4 co A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON O V O O LO lr CALL 811 BEFORE YOU DIG! OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. SEWER= 195.04-196.04 POTHOLE EXISITNG WATER MAIN PRIOR TO INSTALL OF STORM SYSTEM, CONTACT ENGINEER IF ELEVATIONS SHOWN ARE DIFFERENT THAN IN THE FIELD (t`, L, YY� ° ° ° ° ° ° O,�/' 00 p� WASy jNc°SURVEYED: �,e �- �o oma► LANKTREE SURVEYING DESIGNED: ° "' D.L. OFFE, P.E. ° ° ° ° DRAWN: 27460 D.L. OFFE P.E. ° ° F°cl STER�� �,� CHECKED: -0 000,10 07/14/2015 NO. REVISION BY DATE APPR APPROVED: SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORD94GLY VERTICAL.: NAVD 1988 HORIZONTAL- NAD t as3/1 991 DATUM R-3830 I 1 & CITY OF MR RENTON Planning/Building/Public Works Dept. GRAPHIC SCALE 0 15 30 60 610111111il 1 ---- -IIIIIIIIII 1 inch = 30 feet RECOMMENDED FOR APPROVAL Byi -r �� Date: r By; Date-. By-. Date-, By: Date-. NANTUCKET SHORT PLAT NANTUCKET AVENUE, LLC COMPOSITE UTILITY PLAN 2820 PARK AVENUE NORTH 07/14/2015 RELDEKM: PAGE: DRAWING NO: f438�0" UTILITIES O �• i.i. LL LL z Z I N m Ln z > r Lu Z z �` CD a t •_ LZ I- LL! o ori- LOT 1 , LOT 8 • N ti ^' _ V ' .: .. y�.. t • ,/� �1 j 1 1 O Q z :.. LOT 7 LLI CALL 811 BEFORE YOU DIG! OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. SEWER= 195.04-196.04 POTHOLE EXISITNG WATER MAIN PRIOR TO INSTALL OF STORM SYSTEM, CONTACT ENGINEER IF ELEVATIONS SHOWN ARE DIFFERENT THAN IN THE FIELD (t`, L, YY� ° ° ° ° ° ° O,�/' 00 p� WASy jNc°SURVEYED: �,e �- �o oma► LANKTREE SURVEYING DESIGNED: ° "' D.L. OFFE, P.E. ° ° ° ° DRAWN: 27460 D.L. OFFE P.E. ° ° F°cl STER�� �,� CHECKED: -0 000,10 07/14/2015 NO. REVISION BY DATE APPR APPROVED: SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORD94GLY VERTICAL.: NAVD 1988 HORIZONTAL- NAD t as3/1 991 DATUM R-3830 I 1 & CITY OF MR RENTON Planning/Building/Public Works Dept. GRAPHIC SCALE 0 15 30 60 610111111il 1 ---- -IIIIIIIIII 1 inch = 30 feet RECOMMENDED FOR APPROVAL Byi -r �� Date: r By; Date-. By-. Date-, By: Date-. NANTUCKET SHORT PLAT NANTUCKET AVENUE, LLC COMPOSITE UTILITY PLAN 2820 PARK AVENUE NORTH 07/14/2015 RELDEKM: PAGE: DRAWING NO: f438�0" UTILITIES O �• i.i. LL LL z Z I N m Ln z > r Lu Z z �` CD a CALL 811 BEFORE YOU DIG! OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. SEWER= 195.04-196.04 POTHOLE EXISITNG WATER MAIN PRIOR TO INSTALL OF STORM SYSTEM, CONTACT ENGINEER IF ELEVATIONS SHOWN ARE DIFFERENT THAN IN THE FIELD (t`, L, YY� ° ° ° ° ° ° O,�/' 00 p� WASy jNc°SURVEYED: �,e �- �o oma► LANKTREE SURVEYING DESIGNED: ° "' D.L. OFFE, P.E. ° ° ° ° DRAWN: 27460 D.L. OFFE P.E. ° ° F°cl STER�� �,� CHECKED: -0 000,10 07/14/2015 NO. REVISION BY DATE APPR APPROVED: SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORD94GLY VERTICAL.: NAVD 1988 HORIZONTAL- NAD t as3/1 991 DATUM R-3830 I 1 & CITY OF MR RENTON Planning/Building/Public Works Dept. GRAPHIC SCALE 0 15 30 60 610111111il 1 ---- -IIIIIIIIII 1 inch = 30 feet RECOMMENDED FOR APPROVAL Byi -r �� Date: r By; Date-. By-. Date-, By: Date-. NANTUCKET SHORT PLAT NANTUCKET AVENUE, LLC COMPOSITE UTILITY PLAN 2820 PARK AVENUE NORTH 07/14/2015 RELDEKM: PAGE: DRAWING NO: f438�0" UTILITIES co 0 T CD 0 LO T D L m L)LL L) LL rr M °° U LL a Q 0 LO Lu zN �Ln r ujCc n T2 L� z� a �rr Ua rr CD 0 - LL 1111 RUN N0. Q 0 WIRING w z M a' o �z zN O 2Lr) In V � �a n CO arT- �Do z 00 Z uj N GPS COORDINATES zQ Q 0 LO Lu zN �Ln r ujCc n T2 L� z� a �rr Ua rr CD 0 - LL 1111 RUN N0. Q 0 WIRING w z w zN m 2Lr) In n CO arT- o� LU z POLE NO. uj POLE GPS COORDINATES zQ a LABEL BACK SIDE OF NEW SERVICE CABII ADDRESS PER STANDARD PLAN #122.1. GPS COORDIANTE� I � AT TIME OF CONSTRUCTION AS—BUILTS A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON 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 CONSTRUCTION NOTES 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON DESIGN STANDARDS AND SPECIFICATION. THE APPROPRIATE STATE ELECTRICAL CODES AND THE PROVISIONS OF THE LATEST EDITION OF THE IES LIGHTING HANDBOOK 2. ALL WORK ON THE LIGHTING SYSTEM SHALL BE COMPLETED BY LICENSED CONTRACTORS EXPERIENCED IN THE INSTALLATION OF ILLUMINATION SYSTEMS. 3. THE CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS AND COORDINATE INSPECTION WITH THE CITY, STATE AND POWER COMPANY AS REQUIRED. 4. CONTRACTOR SHALL CONTACT CITY INSPECTOR A MINIMUM OF 24—HOURS PRIOR TO COMMENCING WORK ON THE LIGHTING SYSTEM. 5. CONTRACTOR SHALL CONTACT PUGET SOUND ENERGY (PSE) FOR POWER DESIGN. 6. CONTRACTOR TO COORDINATE WITH ERIC CUTSHALL, COR TRANSPORTATION MAINTENANCE ASSIST. M AGR, 425-430-7423 FOR SERVICE CABINET ELECTRIC HOOKUP. THE POINT OF SERVICE FROM PSE SHALL BE A MAXIMUM OF 50 FEET FROM THE PROPOSED SERVICE CABINET. IF GREATER A HANDHOLE IS REQUIRED. LABEL SIDE OF SERVICE CABINET FACING STREET, WITH ADDRESS, (SEE STD. PLAN #123.1). 7. INSTALL TYPE 1 JUNCTION BOX W/ CONCRETE PAD ON NORTH SIDE OF NEW SERVICE CABINET. 8. OBTAIN STREET LIGHT POLE NUMBERS FROM ERIC CUTSHELL (C.O.R. TRANSPORTATION MAINTENANCE ASSIT. MANAGER 425-430-7423) AFTER THE POLES ARE INSTALLED IN THE FIELD. STREET LIGHTING SYSTEM TO BE INSTALLED UNDER A SEPERATE ELECTRICAL PERMIT USE SCHEDULE 40 PVC UNDER SIDEWALKS, USE SCHEDULE 80 PVC UNDER PAVED AREAS. R-383018 CONDUIT AND WSCHEDULE RUN N0. CONDUIT WIRING ILLUMINATION POLE SCHEDULE 3— #8 T.H. W. COPPER POLE NO. STREET POLE GPS COORDINATES STATION OFFSET MOUNT VOLTAGE WATTAGE/ LUMINAIRE TYPE BASE COMMENTS ID NO. HEIGHT TYPE DISTRIBUTION LP# 1 NORTH 28th ST. 4392A44 12+35.0 20.0' LT. 14' 240 44 LEDPRESTIGE — CY17TA VS3AR 3L — — 44W 4K FIXED NEW POLE PER STD. PLAN #116.1 LP#2 NORTH 28th ST. 4393A44 1 1 +52.5 20.0 LT. 14 240 44 LED CY17TA—VS3AR-3L-44W-4K PRESTIGE FIXED NEW POLE PER STD. PLAN # 116.1 LP#3 NORTH 28th ST. 4394A44 10+60.0 20.0 LT. 14 240 44 LED CY17TA—VS3AR-3L-44W-4K PRESTIGE FIXED NEW POLE PER STD. PLAN # 116.1 LP#4 PARK AVE. N. 4395A44 20+67.0 , 20.0 RT. 14 240 44 LED CY17TA—VS3AR-3L-44W-4K PRESTIGE FIXED NEW POLE PER STD. PLAN # 116.1 LP#5 PARK AVE. N. 4396A44 21+60.0 20.0 RT. 14 240 44 LED CY17TA—VS3AR-3L-44W-4K PRESTIGE FIXED NEW POLE PER STD. PLAN # 116.1 LP#6 PARK AVE. N. 4397A44 23+00.0 20.0 RT. 14 240 44 LED CY17TA—VS3AR-3L-44W-4K PRESTIGE FIXED NEW POLE PER STD. PLAN # 116.1 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 CONSTRUCTION NOTES 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON DESIGN STANDARDS AND SPECIFICATION. THE APPROPRIATE STATE ELECTRICAL CODES AND THE PROVISIONS OF THE LATEST EDITION OF THE IES LIGHTING HANDBOOK 2. ALL WORK ON THE LIGHTING SYSTEM SHALL BE COMPLETED BY LICENSED CONTRACTORS EXPERIENCED IN THE INSTALLATION OF ILLUMINATION SYSTEMS. 3. THE CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS AND COORDINATE INSPECTION WITH THE CITY, STATE AND POWER COMPANY AS REQUIRED. 4. CONTRACTOR SHALL CONTACT CITY INSPECTOR A MINIMUM OF 24—HOURS PRIOR TO COMMENCING WORK ON THE LIGHTING SYSTEM. 5. CONTRACTOR SHALL CONTACT PUGET SOUND ENERGY (PSE) FOR POWER DESIGN. 6. CONTRACTOR TO COORDINATE WITH ERIC CUTSHALL, COR TRANSPORTATION MAINTENANCE ASSIST. M AGR, 425-430-7423 FOR SERVICE CABINET ELECTRIC HOOKUP. THE POINT OF SERVICE FROM PSE SHALL BE A MAXIMUM OF 50 FEET FROM THE PROPOSED SERVICE CABINET. IF GREATER A HANDHOLE IS REQUIRED. LABEL SIDE OF SERVICE CABINET FACING STREET, WITH ADDRESS, (SEE STD. PLAN #123.1). 7. INSTALL TYPE 1 JUNCTION BOX W/ CONCRETE PAD ON NORTH SIDE OF NEW SERVICE CABINET. 8. OBTAIN STREET LIGHT POLE NUMBERS FROM ERIC CUTSHELL (C.O.R. TRANSPORTATION MAINTENANCE ASSIT. MANAGER 425-430-7423) AFTER THE POLES ARE INSTALLED IN THE FIELD. STREET LIGHTING SYSTEM TO BE INSTALLED UNDER A SEPERATE ELECTRICAL PERMIT USE SCHEDULE 40 PVC UNDER SIDEWALKS, USE SCHEDULE 80 PVC UNDER PAVED AREAS. R-383018 CONDUIT AND WSCHEDULE RUN N0. CONDUIT WIRING 2 " PVC SCH. 40 3— #8 T.H. W. COPPER GRAPHIC SCALE 0 15 30 60 J inch = 30 feet Checked for Compliance to City Standards -1Z 7//-S* L. v°°°°°°oma OFFE NGINEERSe ° pE ° °,� SURVEYED: SCALE: LANKTREE SURVEYING HORIZ` W p ;98 x,,99, ,, NANTUCKET SHORT PLAT 07/01 /2015 �° ��� acs°y°�,SCALE � !ae o'?d DESIGNED: CITY OF 13932 SOUTHEAST 159TH PLACE NANTUCKET AVENUE , LLC Fl°LDB001C: RENT D.L. OFFE, P.E. RENT 0 N ON, WASHINGTON 98058 ° o ° DRAWN: �' PAGE: PHONE: 425-260-3412 1"0. ?'F 27460 �O e a CHECKED: L. OFFE, P.E. ME INCH DATUM STREET LIGHTING PLAN DRAWING Na: RFs c1STE 00 IF Planning/Building/Public Works Dept. L 1 s;°°°°°°°� 2820 PARK AVENUE NORTH CONTACT: DARRELL OFFE, P.E. ONAL N0. REVISION BY DATE APPR � scN.E ABY 07/01 /2015 18 20 3 0' CY) C) Nt T 0 0 LO z 00 Lu z rr Z. LD Lau E 00 :D a: Mrr CD Lu M �z O L3 LL W C3 O -., L - 100000.. 0 01. 00 0 0 dF ISy/Nc0,CI' z t-4 00 41 Lu Cu M �z O S) WLOC W C3 ct u zLu z w 00 CD< 3 AhW EN UNE FUSE KITS S.E,C, OR EOUAL U) LLJ z z Cu Ln Lo n LL In 2 -j z LLJ Z • C UD I fT LL M rr rr CE uj n 0 C2 LL OFFE NGINEERS -., L - 100000.. 0 01. 00 0 0 dF ISy/Nc0,CI' z t-4 IM U) Lu Lu Cu PHONE: 425-260-3412 Ln z S) WLOC nL a: LU M zLu z w L4— CD< 3 AhW EN UNE FUSE KITS S.E,C, OR EOUAL 7 'ate 4- OFFE NGINEERS -., L - 100000.. 0 01. 00 0 0 dF ISy/Nc0,CI' z t-4 13932 SOUTHEAST 159TH PLACE • 06 RENTON, WASHINGTON 98058 0 a a PHONE: 425-260-3412 27460 • 00 z TO00 ��,� 6"0 00OA I Sln Z (;ROUNG R00 ;USE KITS OWCK DISCONNECT L11 w L4— 3 AhW EN UNE FUSE KITS S.E,C, OR EOUAL Y ti WER s. Q tk� iA 5 X� g 11 0i a, -4, z k JUNCTION 30Y S -& 21-0 4, -10 Gk" I frtx"E o Luo STANDARO PLAN j--40,10-03 5 71 E7Fi .. ..... ... 7 � --------------- t �j 51 r -J, -T . ........ ... -j Ir T .... ............. 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OA ALL 4' r'oR Tr I, P -N'f^ 'r AO— UN M PME SASL OR BE LM, VAN TOP OP SIOEWALK cx ft k E fi uth. #8 BARE CoPPER GROUND "RE 41 GROUNU CLAMP EWPMEN WIREW/GREEN INS,7iULA-1710N --i Pvc CONOW Sysir-M I, "TZ FROM SEP CE CABINET 2 - UcAiTINC SYSTEEM-- VARES TO CONTACTOR CSJZF-,q AS RFQ'D � CONCRErt - --------- F'MjNDAT,0N SO, OR CM, S/8 x8' COPPER CIAD - CROUND ROD N & -ARE-1 WIRt- -its:,,! xkr 1,1AND-1110C, ALL 1, 5 J NC1 & GRCXJNNCfft' COT4,NE' "ON-, RE'10AIN ACr'A[--SSf6,F r *P- 17-10t� A I' CR� N S F, NN MA WE` AIN x f u <,._ NA, A4wf r A C 1 R 4C R MADE PROVS,10N FC-�TR T "4'. --' A I ZACH'MUNI A JR 7' A "k-1- Axis -_ C)" � RUN �`RCW 1HI't­ X T U RE TC (3 R";[)(JN D N - I 1-$.`.... 4 U N' L) j T T" N' Si'iALL B R 0 r �),N FRWI Tiip' r,x! R kl-lf� r) `0 ME PD- r'R( 11 PUBLIC WORKS DEPARTMENT L. ......................... ONE DIAMIF-77,71R, 7/8"' '""Mmooft mono --------- -- ------- --- 4 '718 FUSE df 1 4 ---------- ....... F— L, rS'E KIS - ----------- ---- �P()Xy -IL p3 s 1 77 ... . . ....... 1,� f � I N J N E S P L !'C'E M. no Ito . ............ LIOHTINO A I I Iint`' V ` -,D UNCORORtmNo SYSTSM S) P L I CE K I T FUSE Krr & SPLICE KIT DETAILS ADOPTED IRCM OF RENTON SWNDARD PL"S LqT IMTS: 04,f04 .......... DWGNAME: JO 13 S PAC3;E, - JO 1 -3 L_A PR,�, -­ LIc ---------- — ------ ------------------ — -------- — ---- — ---- — --- — ----- W S ? F�--RVICF- 1 �Q/z�!40 VO4—T A kIAIN BREAKER f-,ViNI) 2 P -0,L1 240, 'v0,o1T rw Su TEiz MNALxc L f 11-4018 Irk, w.4.. L SIRL , ET 0 '-'C�NTACTCPS, ClRCWTI --`5 TO L1Gf,1.T11NG RUNS u TO C7,0* P; TO - C 4EL L N�C�U�4TED ON 'v L U Nf 1 IN A I IMR`N`G'� (--,,%D1L0R CODE WHTE IJACKET (NEUTIRAkL) BBL-ACK CKF' (:'RIE`E�,� JA(CKET' '(GTR1_'JUND) D RED tL,C)AD) GRC'UND) E. GREEN OR BARE- WRE 123 STD PLAN PUBLIC WORKS STREET LIGHTING CONTACTORV E I+ P. . x DEPARTMENT CABINET SCHEMATIC SURVEYED: SCALE. LANKTREE SURVEYING SCALE DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. ONE INCH CHECKED: AT FULL SCALE W NOT ME INCH NO. REVISION BY DATE 111dAPP: SCALE ACCORD14GLY I I ::1 1::11 1:;11 � 11ROVED VERnCAL:- NAVD 1988 HOMZONTAL- NAD 19W/1991 DATUM CITY OF WL RENTON Planning/Building/Public Works Dept. R-383019 Checked for Compliance to City Standards LIS 0. z NANTUCKET SHORT PLAT NANTUCKET AVENUE, LLC STREET LIGHTING DETAILS 2820 PARK AVENUE NORTH 05/01/2015 nELD8OOI(- PAGE: DRAWING NO: L-2 SHEET- 19 OR 20 I NIG SRA NCH, aREAKERS S T "W1 TD -i 20 2 40 VU - 16 FCLE rw Su TEiz MNALxc L f 11-4018 Irk, w.4.. L SIRL , ET 0 '-'C�NTACTCPS, ClRCWTI --`5 TO L1Gf,1.T11NG RUNS u TO C7,0* P; TO - C 4EL L N�C�U�4TED ON 'v L U Nf 1 IN A I IMR`N`G'� (--,,%D1L0R CODE WHTE IJACKET (NEUTIRAkL) BBL-ACK CKF' (:'RIE`E�,� JA(CKET' '(GTR1_'JUND) D RED tL,C)AD) GRC'UND) E. GREEN OR BARE- WRE 123 STD PLAN PUBLIC WORKS STREET LIGHTING CONTACTORV E I+ P. . x DEPARTMENT CABINET SCHEMATIC SURVEYED: SCALE. LANKTREE SURVEYING SCALE DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. ONE INCH CHECKED: AT FULL SCALE W NOT ME INCH NO. REVISION BY DATE 111dAPP: SCALE ACCORD14GLY I I ::1 1::11 1:;11 � 11ROVED VERnCAL:- NAVD 1988 HOMZONTAL- NAD 19W/1991 DATUM CITY OF WL RENTON Planning/Building/Public Works Dept. R-383019 Checked for Compliance to City Standards LIS 0. z NANTUCKET SHORT PLAT NANTUCKET AVENUE, LLC STREET LIGHTING DETAILS 2820 PARK AVENUE NORTH 05/01/2015 nELD8OOI(- PAGE: DRAWING NO: L-2 SHEET- 19 OR 20 I NIG i M C)o L F— c Uo 0 G cc m LV m 73 Cl CD u ct LL Zwz Z o0 N a a O UD U.j �Cu �n uJ LO nfT EDm wz zF- a n } U) Um Cr OLU Cr Er Ci C a U� M C)o O O LV m 73 ' u ct O E—� N Zwz Z o0 N F=04 i a O UD U.j �Cu �n uJ LO nfT EDm wz zF- a n } U) Um Cr OLU Cr Er Ci C a U� Q O Uj LV m Z z cu �Lo Lo LO Zwz i z� Q a NOTE: C'7 O T '0 L J T D Q J in I— rr O VJ I— W U I— z z 0 W �8 OR 12' ONE 03 BAR HOOP €OR $' HEIGHT TWO r3 BAR HOOPS FOR 12' HEIGHT RECTANGULAR AQJUSTMENT SECTION I 0 BAR EACH ✓f3 BAR EAC 13 B. �...., ,.... PRECAST RASE SECTION 03 BAR EACH CORNER IU' MIN k3 BAR HOOP PIPE ALLOWANCES MIA;INLIM PIPE MATERIAL INSIDE ouMET>Ere REINFORCED 12" PLAN CONCRETE ALL METAL PIPE 1s, CPSSP* 1r (STO. SPEC. 9-05.2e) SOLID WALL PVC S5, ISM, SPEC. 9-0d12fT11 PROFILE WALL PVC 15, (STD. SPEC. 9-05.12{21) * CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES 1 As acceptable alternatives 10 the rebar shown in the PRECAST BASE SECTION, fibers {placed according to the Standard Specifications}, or wire mash having a minimum area of 0.12 square inches per foot shall be used with the minimum requfred rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh Shall not be placed In the knockouts. 2. The knockout diameter shal not be greater than 20". Krwckouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be S. 4. The frame and grate must be installed with the flange dawn. 6. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or sleeper. 6. The opening shall be measured at the top of the precast base section 7. All pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and castings shall be set in mortar in accordance with Standard Specification 8-04.3. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION �® PUBLIC WORKS CATCH BASIN TYPE 1 PIdN — 200.00 i =P� DEPARTMENT MARCH 2O08 3/8' PREMOLOED JOINT FILLER [TYP) FACE OF CENTERLINE OF CURB f FRAME 8 GRATE 5 , ,• n.DB'1 R. MATCH ROADWAY SLOPE 3" 1n RECESS N SEE NOTE x�- D" I I I I I I J PLAN VIEW FRAME AND GRATE - NOT INCLUDE♦] IN CURB AND GUTTER BID ITEM TOP OF r- ROADWAY .• ADJUSTMENT SECTION - NOT INCLUDED IN CURB ANp GUTTER IUD REM CATCH BASIN- NOT INCLUDED • 1N CURB AND GUTTER BID REM SECTION GENERAL NOTES: 1. The intent of this design is to facilitate the removal of a catch basin with minimal disturbance of the curb. 2. The expansiCn joints of the adjacent sidewalk shall �I be adjusted to be In line with these curb expanS 0A joints. I I 1 PUBLIC WORKS DEPARTMENT L IsokW4 $C VIEW CEMENT CONCRETE CURB INSTALLATION AT CATCH BASINS SEE NOTE 2 CEMENT CONCRETE CU Re AND GUTTER STD. PLAN — 101.1 PPR6 D: )AFL CALL 811 BEFORE YOU DIG! OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON o� 0 � N frl O rJ r- O _ y m ao < LO(O �C4 -Pt -Pt X � � N N rl N � <<o X M `2 2 ENLARGEMENT OF APPROACH SEE SHEET 6 STA. 12+49.0, 13.0' LT. z BEGIN BOTOM OF DRIVEWAY A O LOT DRAINAGE - SEE SHEET 8 WI PER CITY STD. PLAN #104.3 LOT 5 LOT 6 = SEE ENLARGEMENT ABOVE �o N INSTALL "PRVIATE 00 STREET" SIGN LOT 4 fTl------------ ��� �.: -- - ----- L------------- [ 1 +00 F7 _ _ 1 147LF., 12 CPP©S=0.70% (PRIVATE) 0 — — — — — (PRIVATE) CB 2 TYPE 1 RIM=208.37 w� + r IE=205.62, 12"(N) F IE=205.62, 12" S) p E i � r 16LF., 12" CPP®S=3.69% 0, (PRIVATE) lI v U cp CB 3 PUBLIC o� 'w C/) Im ITT o 'o O — 'M PRIVATE ACCESS STREET PROJECT SHALL COMPLY WITH CITY OF RENTON'S TRENCH RESTORATION AND OVERLAY REQUIREMENTS. 29' ACCESS & PUBLIC UTILITY I EASEMENT I zl I z o JI o (n I LLJ o �� I LLJ L.J i > Q Q I U I 1 1 .0' 18.0' �I 1 , 10' 10' 8 I 2%_ 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 \-0.50' VERT. CURB & GUTTER 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 PRIVATE ACCESS STREET 2+00 0 0 2'23"E 305.09' 7 (PRIVATE) CB#1 , TYPE 1 RIM=209.61 IE=206.71, 12"(S) 3+00 r N O o � N rD U Ql O D O Xr�., X M1 z rT m X rrl D 0 � O rl -rl Cn i ° 13 � o N o co � In M-� n co 0w 00 : o9 0' 00 O O 00 O\ C6 O 0) O 0) O 0) O rn O rn O 0) O O O O O O N ( n N N_ N Y N N N N N N N N N N N N + L.L Q M o z Y \ m o fY 21:0 Cn : 210 o _ _ aF o II II 1471_F., 12" CPP @ S=0.70% PROPOSED WATER MAIN II PRIVATE II ................ ..................... ...........:................:................:................:................:................:................:................:.................................:....... ........:............................................ ll (PRIVATE) C I CB 2 : TYPE 1 I: I RIM=208.37 (PRIVATE) 200 ............... g J M. .I.....m .. I:. I c> ...............I. IE=205.62, 12"�N ,> ) ... ...6.. 1 . ...).:................:. SEWER MAIN iCB#1 , TYPE 1 RIM=209:61......................:.................................:.... ......................................................... 200 1 6LF., 12" CPP©S=3.69% P�OPOS.ED.. IE=206.71, 12"(S) I (PRIVATE) PRIVATE ACCESS STREET U U "I 0+00 1 +00 2+00 3+00 0 IS a ^ _ 1y Z 27460 FSS��NAL '�� 05/09/2016 N0. LANKTREE SURVEYING DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. CHECKED: REVISION BY DATE APPR APPROVED: SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. END OF ROAD STA. 3+ 18.91 PROPERTY LINE STA. 3+21 .08 GRAPHIC SCALE 0 10 20 40 1 inch = 20 feet RECOMMENDED FOR APPROVAL By: Date: By: Date: By: Date: By: Date: AS -BUILT 05/09/2016 NANTUCKET SHORT PLAT NANTUCKET AVENUE, LLC PRIVATE ACCESS STREET PLAN & PROFILE 2820 PARK AVENUE NORTH 05/09/2016 F PAGE: SHEET: 5 OF: 20 R-383021 NOTE: C'7 O T 0 O LO T D 35.50' NEW R w z_ J ZIP bi � w U 10' 1 3' SAW CUT / 2% i zl piw U J ry r' LLJ V) z z w O U U 10' (MIN.) VAS 2" MIN. GRIND AND 20' MINIMUM WIDTH NORTH 28th STREET !Y w z \,7 1 '13.5' 2% 5' SIDEWALK 8' LANDSCAPE STRIP 0.50' VERT. CURB & GUTTER 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. sass CAS 811 BEFORE YOU DIG! OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON (PUBLIC) CB#8. TYPE 1 -L RIM=203.02 IE=200.37, 12"(NE)-DI IE=200.37, 12"(SW)-DI IE=200.97, 4"(N)-PVC 27LF., 12" D.I.@S=1.89% (PUBLIC) (PUBLIC) Ri CB 9 TYPE 1 iE 195.01' RIM=202.76 IF 195.11' IE=199.86, 12"(NE)-DI IE=199.86, 12" SW) -DI SIGN PEDESTF WARN CT17C�T - 60LF., 12" D.I.@S=10.33% (PUBLIC) 9LF., 12" CPP@S=0.56% (PUBLIC) IE=199.97 SEE VAULT LAYOUT SHEET 10 FF-- SEE SHEET 7 r------ -- (PUBLIC) c0�G CA M�>�au E CB#9A, TYPE 1 RIM=195.51 (9-10-1 IE=193.66, 12(NE)-DI IE=193.46, 12"(SW)-CPP 15LF 12" CPP ., - F6 @S=7.80%, (PUBLIC) IE=192.29, 12" (PUBLIC) CB#7, TYPE 2-48" RIM=206.22 IE=200.02, 12" W)-CPP IE=200.02, 12" S)-CPP LOT DRAINAGE — SEE SHEET 8 68LF., 12" CPP@S=0.85% (PUBLIC) LOT 3 k9 .110 (PUBLIC) ti3Oti" +ti0 a LOB 4 SEE ENLARGEMENT CB#6, CURB INLET + +,� + SHEET 5 RIM=203.95 IE=200.60, 12"(N)-CPP CAS 811 BEFORE YOU DIG! OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON (PUBLIC) CB#8. TYPE 1 -L RIM=203.02 IE=200.37, 12"(NE)-DI IE=200.37, 12"(SW)-DI IE=200.97, 4"(N)-PVC 27LF., 12" D.I.@S=1.89% (PUBLIC) (PUBLIC) Ri CB 9 TYPE 1 iE 195.01' RIM=202.76 IF 195.11' IE=199.86, 12"(NE)-DI IE=199.86, 12" SW) -DI SIGN PEDESTF WARN CT17C�T - 60LF., 12" D.I.@S=10.33% (PUBLIC) 9LF., 12" CPP@S=0.56% (PUBLIC) IE=199.97 SEE VAULT LAYOUT SHEET 10 FF-- SEE SHEET 7 r------ -- (PUBLIC) c0�G CA M�>�au E CB#9A, TYPE 1 RIM=195.51 (9-10-1 IE=193.66, 12(NE)-DI IE=193.46, 12"(SW)-CPP 15LF 12" CPP ., - F6 @S=7.80%, (PUBLIC) IE=192.29, 12" (PUBLIC) CB#7, TYPE 2-48" RIM=206.22 IE=200.02, 12" W)-CPP IE=200.02, 12" S)-CPP LOT DRAINAGE — SEE SHEET 8 68LF., 12" CPP@S=0.85% (PUBLIC) LOT 3 k9 .110 (PUBLIC) ti3Oti" +ti0 a LOB 4 SEE ENLARGEMENT CB#6, CURB INLET + +,� + SHEET 5 RIM=203.95 IE=200.60, 12"(N)-CPP L I /LF., 12" CPP@S=1.677 - --Q-------------------------- ----------------------------------- s ti 019ro �iY� hb a. a \.I CyylA\ ol- O ° V . . 16LF., 12" CPP@S=0.44% M1p555 (PUBLIC) (PUBLIC) CB 5 TYPE 1 RIM=203.87 IE=200.72, 12" N)-CPP NORTH 28th STREET; STA. 10+00 IE=200.72, 12" E)-CPP PARK AVE NORTH; STA. 20+09.00 PARK AVE NORTH: STA. 20+00.00 FLOW LINE ELEVATIONS (TYPICAL) NORTH 28th STREET; STA. 12+64.00 PRIVATE STREET; STA. 0+00.00 CURB RETURNS STA. 10+48.79, 13.00' LT. PC=203.68 FL NORTH 28th STREET A R=35.00' L=55.55' DELTA/2=203.10 =90°56' 17" PT=233.50 FL PARK AVENUE NORTH DELTA STA. 20+57.79, 13.00' RT. 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 CB##2, (PRIVAT 12" (PRIVATE) STA. 12+82.25 13' LT. END VERT. CURB AND GUTTER / J^ LL ^ LI IVII I 13+00 _—7—a� --------------------� y SEWER MH RIM 208.01' IF 1 QF.34' 12"PVC W (PUBLIC) �4' 12"PVC E CB 3 CURB INLET RIM=207.98 IE=205.03, 12"(N)-CPP IE=204.93,12"(S)-CPP 1 6LF., 12" CPP@S=3.31 % (PUBLIC) (PUBLIC) CB##4. TYPE 1 RIM=207.70 IE=204.35, 12"(W)-CPP IE=204.40, 12"(N)-CPP IE=205.35, 4"(S)-PVC PROJECT SHALL COMPLY WITH CITY OF RENTON'S TRENCH RESTORATION AND OVERLAY REQUIREMENTS. 00 O CO 00 -q- O 0o Y O Lfl Q O m N O I- O m O Y O O Q O O O m +O O r,6 n (6 (6 Lu 0o (67 m 0 w a0 000 M O+ N N� N N N N N mN O + N O N O N O N O N O N MN O + N O N O N O m215. .. 21.5. .............. . Q.... � ........ .............� ..... . .... .§. (PUBLIC)CD 0 _� wCn CB 9 TYPE 1 w = RIM=:202.76 IE=199.86, 12" NE) -DI 210 `/' o IE=199.86, 12"(SW)-DI 210 ...............:...............:............. .... ........:.. .(PUBLIC).................................................................................................................................................................................... ; .. .. . 00 w N Q CB 8 TYPE 1-L TOP OF VERTICAL CURB PLOWLINE OF: GUTTER RIM=203.:02 — — — — —----- ---- �� IE=200.37, 12NE)-DI (PUBLIC) O a IE=200.37, 12 (SW) —DI -- --------------------- 205 CB 9A TYPE :1 z IE=200.97, 4"(N)-PVC _- --— = — 205 RIM -1 9 5:5.1.. ... ... .. ..... ..................... _ _ —............................................................................................... :... :....................... IE=193.66, 12 NE) -DI IE=193.46, 12"(SW)-CPP — — — 12"CPP@S=1.67%Fr — - — — —.- 217LF., 200 195 192.29 oF wasH�F�'�, Nor°,°� ,° fj� 27460 O ° o c/STER_° FSS��NAL°°� C- 0 05/09/2016 N0. @C u S=1.89:%, (PUBLIC) 28LF., 12" D.I. S=2.00%, :(PUBLIC) 10+00 REVISION GRAPHIC SCALE 0 10 20 40 1 inch = 20 feet +> +> d d d d Q Q Q Q O (PUBLIC) 0 200 z Li CB 4 TYPE 1 ................ II II ((PUBLIC) RIM_ IE=204.35, 12" W)-CPP O II II CB 5 TYPE 1 IE=204.40, 12' N)-CPP w RIM=203.87 IE-205.35, 4 (S)-PVC IE=200.72, 12`.' N)-CPP----=----=---- ----- APPROXIMATE DEPTH 12" SEWER -- —— IE=200.72, 12' E)-CPP —: — rm rm r� r� 9LF.; 12" CPP@S=0.56% NORTH 28th STREET (PUBLIC) AS -BUILT 05/09/201 6 WATER QUALITY VAULT (PUBLIC) 1 1 +00 12+00 SURVEYED: SCALE: LANKTREE SURVEYING HORI ONTAL: AD 11983/1991 ,► NANTUCKET SHORT PLAT 05/09/2016 DESIGNED: SCALE �� , : CITY OF D.L. OFFE, P.E. FIENANTUCKET AVENUE, LLC PAGE: DRAWN: RENTON D.L. OFFE, P.E. ONE INCH DATUM NORTH 28th STREET PLAN & PROFILE DRAWING NO: CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH 2820 PARK AVENUE NORTH BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: 6 OF:20 A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON C'7 O It T 0 O L / T D J In rr O 2 I— W v U D Z Q Z O C'M 00 I W I MW*09 0q If 'A �F�LUVES UMEA�Lg lµly�—__ _V-*&.Ks MEE T. I,m p@F s�ff Ei FSEF MgTE Ir 1°!F OF PAYEp pµEWAY 1rEpL1E¢p 'I }e'EnPu6KM+�0Eff 1{Tpa MANE I'YE SSC Fink 1� CC/CPETF L € ECE xOTSE A CFJ.cu f9E R,Ali glix r]x IV 6 f�tlli0=11Gul'fEA ROPE [TYP,, 7 Isf9 WTE 11 3 r courmcftN NlMA PLAN VIEW VA°rt6 V11� []EENO4�q .. 6 ]Y M1NT SEE MGtE6fTTPr I e /M 61 CEI"CprCFEVE 6A%1 1(M�Ec{R.^.WBE t..r16N 6QEM1R W EAPA MXE1T Ir'fP.] (MEW PE Iv sornnu ! w 5 Y!L 6Tp. n�W 1PA tll RrR►a WEw.�•K]�TX r.� �i 1 iy' 1. TYPE R1 B - 150METRIC VIEW {RESIDENTIAL, WITH BUFFER] ewwr f_ommC TE Ull!$ A E]l TTFA 13E1 x FE 31 For NOTES STD. PLAN 104.2 1 STD. PLAN - 104.3 ■ + PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PPR F ID. DEPARTMENT ENTRANCE - TYPE RIB �, '11 Gregg 21 mmu rm an_ Pu61rc Ww• s Adm i rv1 A at 01 _EXISTING ASPHALT PAVEMENT SAWCUT (SEE NOTE 2) ARTERIAL STREET MINIM 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIOENTIAL STREET MINIMUM 4" HMA (or ACP Class B) (SEE NOTE 1). OVER 6" CRUSHED ROCK NOTES; 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. NEW CURB & GUTTER STD. PLAN - 103 r✓ PUBLIC WORKS CURB AND GLITTER PPRO D. `7r► ' DEPARTMENT REPLACEMENT DETAIL, 8 Z AIE CALL 81I BEFORE YOU DIG! OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. 70LF.. 12" D.I.@S=0.26% STA. 21 +07.24, 13.00' RT. CENTER 12' DRIVEWAY APPROACH IFACT A 15LF., 12" CPP@S=9.20% (PUBLIC) (PUBLIC) CB##10. TYPE 2-48" RIM=205.07 IE=200.67, 12 N)-CPP IE=200.67, 12" E)-CPP IE=200.67, 12" W)-CPP (PUBLIC) CB# 13, TYPE 1 RIM=205.43 IE=202.23,12" N)-D.I. IE=202.23,12" S)-D.I. 26.50' NEW R w z __J Z Q ,2:1 0 w �Iz z w U 13.5' 13' 3' ` CUT 2% - 2% �/-SAW 5' SIDEWALK- 8' LANDSCAPE STRIP 0.50' VERT. CURB & GUTTER 4" MIN. CLASS "B" ASPHALTIC CONCRETE PAVEMENT- 2-2" LIFTS REQUIRED / DETERMINED BY FIELD CONDITIONS BY GEOTECHNICAL ENGINEER. PARK AVENUE NORTH r 83d SV0 C1-1 — O (PUBLIC) CB# 14, TYPE 1 RIM=205.08 IE=202.83, 12"(S)-D.I. OR=35.00' L=55.55' DELTA-90°56'17" LOT DRAINAGE - SEE SHEET 8 PROJECT SHALL COMPLY WITH CITY OF RENTON'S STA. 10+48.79, 13.00' LT. TRENCH RESTORATION AND OVERLAY REQUIREMENTS. PC=203.68 t NORTH 28th STREET DELTA/2=203.10 FLOW LINE ELEVATIONS FLOW LINE ELEVATIONS PT=233.50 E PARK AVENUE NORTH (TYPICAL) (TYPICAL) STA. 20+57.79, 13.00' RT. 00 O O Z C LC C LC co I� (00 00 00 Z_ In � O In Q N N O m Co ++ P7 0a O In Ow O O Om.+ �.� Ln O Ln 0 Ln O Ln O Ln O O 0 00 N � N ch N N N N N N N N N N 215 N mON Q< w wrr- D_ O 210 H u'z 210 ..... CLu .............. ...... ...... ...... ...... ...... ...... ...... ....................................................................... .................................... . 41 0o Q N Y ry FLOWLINE OF GUTTER O TOP OF VERTICAL CURB 205 2 05 - - - - - - 170LF., 12" D.I:@S=0.40% (� 70LF., 12" D.I.@S-0:26% 200 a-: - - 200 ................................ .......................... -.w:......... .......... ......... . o o..... . .......... ........ ov. I I o zci I Z ��. LLI N N NN dl�)�� N w _ - �L(D ^ LoNN 195 ^����.�. . . U.�ONN. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .rOprj . 04 U O m� II 00 ^ Ln 00 GRAPHIC SCALE 0 10 20 40 1 inch = 20 feet RECOMMENDED FOR APPROVAL By: Date: By: Date: By: Date: By: Date: L NoomII II N0m-"""20+0o m0 : E gym- 11 AS -BUILT 05/09/201 6 21+00 PARK AVENUE NORTH22+00 23+00 oF of wASy N SURVEYED:SCALE: SURVEYING SALE. SCALE HORIZONTAL: NADVD11988 983/1991 �� _ 05 09 201 6 DESIGNED: �• ?� CITY OF NANTUCKET SHORT PLAT FIELD�OK: / - o D.L. OFFE, P.E. RENTON NANTUCKET AVENUE, LLC PAGE: ° DRAWN: 27460 D.L. OFFE, P.E. ONE INCH DATUM & PARK AVENUE NORTH PLAN PROFILE DRAWING NO: R�`o\°� CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. 2820 PARK AVENUE NORTH FSS��NALIF NOT ONE INCH ° \� APPROVED: SCALE ACCORDINGLY SHEEP: OF: 05/09/2016 N .. REVISION BY DATE APPR 7 20 R-383023 RUAB NOTE: C'7 O It T 0 O LO T Q J n rr O (/) I- W v CU I— z z O CM M� I O r) W A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON VAULT SIZING: WATER QUALITY VOLUME REQUIRED: 1,880 CU. FEET WATER QUALITY VOLUME AS -BUILT: 2,288 CU. FEET 210 o z SECTION 1 -1 210 210 z SECTION 2-2 z........ ............ ............................ ........... ............... .......................................................................... LOT 7 5'x10' ACCESS GRATE LLJ QI TRACT A elf TRACT A RIM=206.46 (TYPICAL) Y Q— — -- — — -- - -- -- -- -- --- --- -- -- -- -- -- -- -- — — W —Lli — -- i — -- -- -- -- . — -- — J 0 CEILING ;,y,�y�y�y�y��i� CEILING 200 z.------__ _ �_ -- 200 200------- / / I - - — 200.93 --- - - - - - - - - - I I 99.97 . . . . . . . . . . . . . . . . . . Li /\\�\//\\//\\, I I W/\\/\\/\\/\� I REMOVABLE 19 8.7 5 o Q I BAFFLE WALL Lij 0 co N N cn 195.25 N N :�Z \'� 40 INSIDE —INSIDE ....... ... ........ ...... ..... ... >., .. LJ- Uri a-0r.1 .0 Ocj 0600 U 00 U 000 JNNp : CV J Np —1 Npp O m� II N moo II NN m II N m qtz II N II 1 90 1 90 �� II II 19. . . . . . . . . . . . am:w . . . . .�m.� II . . . . . . . . . gym_ m_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � v. � b-1 � � w a— LLl w OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. wasH0F�.�, 27460 FSS��NAL '�� 05/09/2016 LANKTREE SURVEYING DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. CHECKED: NO. REVISION BY DATE APPR APPROVED: SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 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 B ACCESS COVER OR DOORS REOUIRED. LADDER A S' x 1D' GRATE OVER SECOND CELL IMAY BE PROVIDED BY A GRATED WETPOOL F % MY ALCM DOOR OR PANEL) WIDTH A 'Y•SHAPED BOTTOM REL41WABLF BAFFLE OR WALL SEE NOTE OUTLET WETPOOL LENGTH OPEN PIPE FOR WETVAVLTONLY- SEE DEIEI "ON VAULT FOR FRAME, GRATE AI�i7 PLAN VIEW COMBINED WATER QUAUTYI LOCIUNG COVER MARKED NIT8 I DETENTION VAULT OUTLET •DRAI N (IYP•) B • $IIE TO MEET CONVEYANCE DETE NTION OFTIONAL REQUIREJetENTS 1) VTLADDER J 1 WD DESIGN WS )NELT REMOVABLE BAFFLE Ll NOTE: CAPACI Y OF OUTLET FIRST CELL &ZED FOR 1' WETPOOL PIPE DESIGNED TO PEAK FLOW 25%TO=%OF WETPOOL. VOLUME DEPTH V FOR WQ VAULTS 2' FOR CONVEYANCE B MAX. FOR COMBINED W.Q. 3,,� AM DETENTION VAULTS 2' min. GRAVITY DRAIN (IF GRADE ALLOWS) PLACE AS LOW AS GRADE ALLOWS BUT MUST - BE C MIN. ABOVE THE BASE ELEVATION OF VAULT WALLS OR ABOVE SEDBAENT BOTTOM SLOPE GZ%-2% STORAGE AREA TOWARD INLET END AVERAGE SEDIMENT STORAGE SECTION A -A 1' MIN. (FIRST CELL) NTS BOTTOM ELOPE Q.S7IL TOWARDS OUTLET END OF SECOND CELL (RECOMMENDED) ACCESS DOORS OR REMOVABLE PANEL wa M%GN WB r MIN. f' M AVERAGE 1' SEDIM ENT STO RAGE (FIRST CELL) AVERAGE I'SEDIMENTSTORAGE (FIRST CELL) SECTION &H NOTE- INTO 1.1. THE VAULT SHALL BE SEPARATED INTO TWO CELLS BY A WALL OR A REMOVABLE BAFFLE. IF A WALL OR NON REMOVABLE BAFFLE IS USED, A 5-FOOT C x 10-FOOT REMOVABLE REMOVABLE MAINTENANCE ACCESS MOST BE PROVIDED FOR BOTH CELLS. 1.2. FOR VAULTS UNDER ROADWAYS, THE REMOVABLE PANEL MUST BE LOCATED OUTSIDE THE TRAVEL LANES. ALTERNATIVELY, MULTIPLE STANDARD LOCKING MANHOLE COVERS MAY BE PROVIDED. SPACING OF MANHOLE COVERS SHALL BE 12 FEET, MEASURED ON CENTER, TO FACILITATE REMOVAL OF SEDIMENT. LADDERS AND HAND —HOLDS NEED ONLY BE PROVIDED AT THE OUTLET PIPE AND INLET PIPE, PUBLIC WORKS WETVAULT STD. PIAN - 249•20 * ±,� + DEPARTMENT MARCH 2008 CITY OF RENTON Planning/Building/Public Works Dept. GRAPHIC SCALE 0 5 10 20 1 inch = 10 feet RECOMMENDED FOR APPROVAL By: Date: By: Date: By: Date: By: Date: AS -BUILT 05/09/2016 NANTUCKET SHORT PLAT NANTUCKET AVENUE, LLC WATER QUALITY TREATMENT FACILITY 2820 PARK AVENUE NORTH 05/09/2016 F PAGE: SHEET: 10 OF:20 R-383024