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HomeMy WebLinkAboutzR-3771SetN (c) LO O O It T A PORTION OF THE NW 1/4, SE 1/4, SECTION 9, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON NE 7TH NORTH PHASE 2 RENTON, WASHINGTON LAND USE PERMIT # LUA14-000868, SHPL-A LEGAL DESCRIPTION UTILITY PERMIT #U14005627 LOT 1 1, BLOCK 1, STEWART'S HIGHLAND ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, IN KING COUNTY, WASHINGTON. SITUTATE IN THE COUNTY OF KING, STATE OF WASHINGTON. ' L.0 L;UN I UUN IN I LNVAL — I HL LXHLU I ED VLH I ICTAL ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL OR PLUS / MINUS 1.0' FOR THIS PROJECT. � BASIS OF BEARING: THE PLAT OF STEWART'S HIGHLAND ACRE TRACTS, ACCORDIING TO THE PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, IN KING COUNTY, WASHINGTON ACCEPDTING A BEARING OF S 88'49'07" E FOR NE 7TH STREET BASED ON FOUND MONUMENTS IN CASE. L. ivy•""• °OFFE NGINEERS �� q`ti.• oy :� 13932 SOUTHEAST 159TH PLACE - :• RENTON, WASHINGTON 98058 • PHONE: 425-260-3412��'•'�� 27460 • 0,'• c�STE;�:••c� CONTACT: DARRELL OFFS, P.E. FSS�ON00 • �`�, 01/06/2015 00 0 0 z w LO Lci N VICINITY MAP TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY SITE SURVEY & MAPPING, INC. OFFE ENGINEERS, PLLC ASSUMES NO LIABILITY FOR ACCURACY OR COMPLETENESS. IMPERVIOUS `REAS: EXISTING = 5,231 SQUARE FEET DEVELOPED = 15,425 SQUARE FEET SITE AREA = 28,684 SQUARE FEET DISTURBANCE AREA = 25,000 �'')UARE FEET GENERAL SURVEY NOTES: 1. THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST ON THIS PROPERTY THAT ARE NOT SHOWN HEREON. 2. INSTRUMENTATION FOR THIS SURVEY AAS A 3 -SECOND NIKON NIVO 5.0 TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090. 3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN JUNE 2013 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS AND AS -BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. 5. ALL MONUMENTS WERE LOCATES THIS SURVEY UNLESS OTHERWISE NOTED. SrrE SURVEY do MAPPING DCRONM D.L. OFFS, P.E. DR%ft D.L OFFE, P.E. CHMKM NO. I REVISION I BY I DATE I APPR I N CONDITIONS OF APPROVAL: THE NE 7th STREET, PHASE II SHORT PLAT, FILE NO. LUA14-000868; SHPL—A, IS APPROVED AND SUBJECT TO THE FOLLOWING CONDITIONS: 1. A DEMOLITION PERMIT SHALL BE OBTAINED AND ALL INSPECTIONS AND APPROVALS COMPLETED FOR THE REMOVAL OF THE EXISTING SINGLE FAMILY HOME AND ACCESSORY STRUCTURES PRIOR TO SHORT PLAT RECORDING. 2. ACCESS TO LOT 1 SHALL BE FROM THE PRIVATE ROAD (PIERCE AVENUE NE.). 3. THE APPLICANT SHALL BE REQUIRED TO REORD AN ACCESS EASEMENT FOR THE BENEFIT OF LOTS 1-4, THE ACCESS EASEMENT SHALL BE RECORDED PRIOR TO, OR CONCURRENT WITH, THE RECORDING OF THE SHORT PLAT. UTI LITI ES: WATER: CIN OF RENTON J�. CIN OF RENTON �� NE 12TH STREET PUGET SOUND ENERGY (PSE) GAS: PUGET SOUND ENERGY (PSE) PHONE: PROJECT CABLE: w LOCATION CIN OF RENTON z RENTON SCHOOL DISTRICT w Li z �w w w z Q z N E 7TH ST. w w :D Q w 0 c Q z of z 0 0 z 0 NE 4TH STREET N TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY SITE SURVEY & MAPPING, INC. OFFE ENGINEERS, PLLC ASSUMES NO LIABILITY FOR ACCURACY OR COMPLETENESS. IMPERVIOUS `REAS: EXISTING = 5,231 SQUARE FEET DEVELOPED = 15,425 SQUARE FEET SITE AREA = 28,684 SQUARE FEET DISTURBANCE AREA = 25,000 �'')UARE FEET GENERAL SURVEY NOTES: 1. THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST ON THIS PROPERTY THAT ARE NOT SHOWN HEREON. 2. INSTRUMENTATION FOR THIS SURVEY AAS A 3 -SECOND NIKON NIVO 5.0 TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090. 3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN JUNE 2013 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS AND AS -BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. 5. ALL MONUMENTS WERE LOCATES THIS SURVEY UNLESS OTHERWISE NOTED. SrrE SURVEY do MAPPING DCRONM D.L. OFFS, P.E. DR%ft D.L OFFE, P.E. CHMKM NO. I REVISION I BY I DATE I APPR I N CONDITIONS OF APPROVAL: THE NE 7th STREET, PHASE II SHORT PLAT, FILE NO. LUA14-000868; SHPL—A, IS APPROVED AND SUBJECT TO THE FOLLOWING CONDITIONS: 1. A DEMOLITION PERMIT SHALL BE OBTAINED AND ALL INSPECTIONS AND APPROVALS COMPLETED FOR THE REMOVAL OF THE EXISTING SINGLE FAMILY HOME AND ACCESSORY STRUCTURES PRIOR TO SHORT PLAT RECORDING. 2. ACCESS TO LOT 1 SHALL BE FROM THE PRIVATE ROAD (PIERCE AVENUE NE.). 3. THE APPLICANT SHALL BE REQUIRED TO REORD AN ACCESS EASEMENT FOR THE BENEFIT OF LOTS 1-4, THE ACCESS EASEMENT SHALL BE RECORDED PRIOR TO, OR CONCURRENT WITH, THE RECORDING OF THE SHORT PLAT. UTI LITI ES: WATER: CIN OF RENTON SEWER: CIN OF RENTON POWER: PUGET SOUND ENERGY (PSE) GAS: PUGET SOUND ENERGY (PSE) PHONE: QWEST CABLE: COMCAST FIRE: CIN OF RENTON SCHOOL: RENTON SCHOOL DISTRICT R-311101 SCALE aw0" a n.0 sri Fmmow0" Y MWD wo 1 gee HDRIZOWK: MAD 1983/1991 DATUM CONTACT INFORMATION DEVELOPER: SCOTT DONOGH HOMES, INC. ATTN: TIMOTHY COLLINS 2806 NE SUNSET BLVD. SUITE #F RENTON, WASHINGTON 98056 OFFICE PHONE: 206 -430 -?738 EMAIL: timothy®monsefdesign.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.offeOcomcast.net SURVEYOR: SITE SURVEY & MAPPING, INC. ATTN: TOM WOLDENDORP, PLS 10115 214TH AVENUE NE REDMOND, WASHINGTON 98053 OFFICE NUMBER: 425-298-4412 EMAIL: tnw®sitesurveymapping.com TABLE OF CONTENTS SHEET NUMBER 2 3 4 5 6 7 8 9 10 11 12 13 TITLE COVER SHEET LAYOUT COMPOSITE UTILITY PLAN & BMP'S EROSION CONTROL PLAN ROAD/STORM PLAN & PROFILE DETAILS & NOTES DETAILS SANITARY SEWER PLAN & PROFILE SANITARY SEWER DETAILS & NOTES WATER PLAN & PROFILE WATER DETAILS & NOTES LANDSCAPE / TREE RETENTION PLAN TOPOGRAPHIC SURVEY ko CITY OF RENTON Planning/Building/Public Works Dept. RECOMMENDED FOR APPROVAL By: Date By: Date 2 By; i Dote By: &AAADate •S, NE 7th NORTH PHASE 2 SCOTT DONOGH HOMES, INC. COVER SHEET 3518 NE 7th Street 01/06/2015 mm T 2 T D i^ zZ G) ?�2 Z T c r z m Ir m 41 D O a z 0 z c ic m m n T O m i^ • L y�T C) Z T C m Z T m D 0 n z 0 z c 3 m m M y�T fi N Co O O r N W Q 2 I H a:O z s w z EROSION CONTROL NOTES A PORTION OF THE NW 1/4, SE 1/4, SECTION 9, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON 1. THESE NOTES SHALL APPEAR FOR PROJECTS - SITE IMPROVEMENTS, SURFACE 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, PUBLIC WORKS DESIGN ENGINEER. 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 AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION 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/ 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 CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RELIEVING 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 CIN 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 ARS 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 Ul TIMATELY 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 CIN OF RENTON FOR REVIEW. EROSION CONTROL NOTES: (A) THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PREVIOUS SURFACE THAT AT PROJECT COMPLETION WILL NOT BE COVERED BY IMPERVIOUS SURFACE OR INCORPORATED INTO A DRAINAGE FACILITY MUST BE PROTECTED. THE DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM STENT FEASIBLE. (B) ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ONSITE IN A DESIGNATED, CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS. THE MATERIAL SHALL BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE. (C) THE SOIL IN ANY AREA THAT HAS BEEN COMPACTED OR THAT HAS SOME OR ALL OF THE DUFF LAYER OR UNDERLYING TOPSOIL REMOVED SHALL BE AMENDED TO MITIGATE FOR LOSS OF MOISTURE -CAPACITY. THE AMENDMENT SHALL TAKE PLACE BETWEEN MAY 1 AND OCTOBER 1. REPLACED TOPSOIL SHALL BE A MINIMUM 8 INCHES THICK. REPLACED TOPSOIL SHALL HAVE AN ORGANIC MATTER CONTENT BETWEEN 8 AND 13 PERCENT DRY WEIGHT AND A pH SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS. OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. CONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED W/THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION WHERE REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL TREE PROTECTION FENCING 7. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.) 8. CONSTRUCT SEDIMENT PONDS AND TRAPS, IF REQUIRED 9. GRADE AND STABILIZE CONSTRUCTION ROADS. 10. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PORJECT DEVELOPMENT. 11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURE'S RECOMMENDATIONS. 12. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 13. 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. 14. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 15. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 16. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMP'S REMOVED IF APPROPRIATE. L. ivy•""• °�� a• °y•�o �?,O •,p� 274ac O •: S..... • � /ONAL �' 01/06/2015 NO. X04TS A FILTER FABRIC S -ALL BE SPIKED AT POSTS wK STAPIEi. MW RIN". OR EOLANALENT TO ATTACw F&Mfnr TA OndrT! r d• 9v a CAN www OR ECAWAL . IF WAfOMO !lIEMGiH FAMIC iA@® i FIL VW MOBIL - i I 3 MOMAN 4W 7IWdOC R sACKFILL TIIENCH W1114 NATIVE JIM 21109 WOOD POSM STS FEMM POsss„ AEMR ON EQUFAW90 F SEASON EROSION CONTROL MEASURES ARE APPLICABLEET SEASON (OCT. 1st -APRIL 30th). SEE NOTES ONET 3 AT u Y Km I wArm nay SE INCIO&PA .D TO v w www 11#40fa s .im r d• 9v a CAN www OR ECAWAL . IF WAfOMO !lIEMGiH FAMIC iA@® i FIL VW MOBIL - i I 3 MOMAN 4W 7IWdOC R sACKFILL TIIENCH W1114 NATIVE JIM 21109 WOOD POSM STS FEMM POsss„ AEMR ON EQUFAW90 F SEASON EROSION CONTROL MEASURES ARE APPLICABLEET SEASON (OCT. 1st -APRIL 30th). SEE NOTES ONET 3 AT � f � Y a s• / e k, N. Noir 1. CONOFT N OF UBE 1.1, SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS_ 1.2 SILT FENCE IS NOT INTMDED TO TREAT CONCENTRATED FLOATS. MOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRA*^QE SYSTEM TO A SEDIMENT TRAP OR POND. L Orit3M AND BNBTALLATWN &MCMATIOML 2.1. THE GEOTEXTILE USED MOST YET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURERS FABRIC SPECFICATIONS MOST BE AVAILABLE ON SITE. AoyjASf til xjSi� jI01 Ssri E S:m 10, w4 L90A FCRSii'-_; Jl civ_-.--_-- _ ,SJ ._u 5;£ a_£ S<s ;v-i[iQ 1511MAj WR i??Mill iAYipC1 VATMPfNA-T`.r'Y jA�TI►iW91---.3 N VILeRxMAr� GRAN TfMl-Il l?RfMCNT i4�'I/ WAi2t iw An Mtts cf}It Ext£tn ST1R.aG>'1:A84<c 1x -t-, "k £Oit S1Aft0"OSTRfft(o :AW"' fiU& T N'5 ,f JLC-WaATic7R, IASIM _Hr 32: w %N A It rUlk iJtATE RiS+'>IANC£ j -41%J Aj-j PQ ML% 2.2 STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE TME STRENGTH Of THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE - 2 & W1HERE THE FENCE Is hSTALLED. THE SLOPE SMALL NOT BE STEEPER THAN 2KW 24, IF A TYPICAL SILT FENCE IS USED, THE STANDARD 44x4 TREN'ICH MAY NOT BE REDUCED AS LONG AS THE BOTTOM i INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE N A TRENCH THAT STABLE THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNIM&ME THE OLT FENCE. E. NMAwT1EiiANNCE 6TANrDAM11 31. ANY DAMAGE Stall BE. REPAJ R IMMEDIATELY. 3.2 IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FE)"• THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT 6 IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATI N OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCLRS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDAIEMT IS 6 It40HU MIGHT. 3.b. IF THE FILTER FABRIC WOTMILE) HAS DETBOORA7EO DUE TO ULTRAWOLET BREAKDOWN. rT SHALL BE REPLACED. PUBLIC WORKS SILT FENCE � BTD. FUN214-00 { i DEPARTMENT MARCH 2008 INSTALL TREE PROTECTION FENCING PER DETAIL TYP. i TYPICAL EXienN© MEE PROTECTION ILI& SI� SURVEY do MAPPING DESNONM SCALE D.L. OFFE, P.E. D.L OFFE, P.E. ONE WCH Cie AT FULL SGL[ REVISION BY DATE APPR SCALE /iCCOCO waH Apggl�; ROM4GLY VE Cfr.*1.: NAND 19M HORIZONTAL: IUD 1983/1991 A&�� DATU M 404 \ , 3 FOR CED. '8" STRUCTURAL IT STEEL POST 2' BELOW GRADE 11 GAUGE kNIZED CHAINUNK I. SET POSTS 10' MAX. j"- CITY OE mg RENTON Planning/Building/Public Works Dept. FA FENCING TO BE INSTALLED LL DOWNSLOPES NO SITE DRAINAGE SHALL RUNOFF TO NEIGHBORING PROPERTY INSTALL SILT FENCE TO BE INSTALL[ ALONG WEST AND NORTH PROPERTY LINES (ON ALL DOWNSLOPES) TO BE REMOVED RE -GRADED CONTOURS xl X08 INSTALL TREE PROTECTION Soso FENCING PER DETAIL TYP. TREES TO BE RETAINED AND SAVED (TYPICAL). DIRT QUANTITIES CUT EXCAVATION) 260 CU. YDS. FILL BACKFILL) 260 CU. YDS. DUST CONTROL MEASURES WILL BE APPLICABLE. -3 77103 GRAPHIC SCALE 0 15 30 60 66w!!!% 1 1 inch = 30 feet RECOMMENDED FOR APPROVAL Byl Date, By, Date, B :jaDatel 17. ByI Date, 20L NE 7th NORTH PHASE 2 01/06/2015 SCOTT DONOGH HOMES, INC. ;,°°'° EROSION CONTROL PLAN 3518 NE 7th Street 'HM` 4 °i` 13 1EIR EIISI I EIIN :C Z X, D N Co L0 O O T D N W a z CL z O z LU z TRUNCATED DOMES PER STD. DWG #FO10.2 TO BE SET ON CONCRETE. .10 i, WEST ADA CO PLIANT CONCRETE RAMP A PORTION OF THE NW 1/4, SE 1/4, SECTION 9, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON r 7' SEPERATION BETWEEN STO M AN D W ' TER MAIN wmCBJ2 CURB INLET PUBLIC) r;..... NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT : 5 z - - _ - - STA. 19+07.04, 15.17 LT. �' r GRATE=399.00 CITY OF R NTON STREET OVERLAY AND TRENCH RESTORATION DETAIL "` m :n " TRUNCATED DOMES PER STD. DWG F010.2 TO BE SET ON CONCRETE. EAST ADA COMPLIANT CONCRETE RAMP MONROE AVE. NORTH TS. CITY OF RENTON STANDARD INT'X MONUMENT IE=397.00, 8 REQUIREMENTS AR l= FOUND TACK & LEAD N wUj V � 25LF. 12" N -12®S=1.12% PUBLIC IN MONUMENT CASE ^'INSTALL Q ISI W z STA. 10+009 NE 7TH STREET PRIVATE STREET SIGN TRUNCATED DOMES WILL LIE NEXT TO DRIVEWAY APRON. FA�' (A N DCB �. (WILL BE FIELD FIT AT CONSTRUCTION) £I :_ M ® N Z STA. 40+34.0, 8.74 LT. yY NE 7th STREET O zzw �Ec . 2 HALF STREET GRIND -; CB#4. TYPE II -48" PUBLIC W/THRU CURB INLET K , AND OVERLAY TYP. I STA. 18+06.0, 6.01T. c. ALL CONNECTIONS TO THE DOWNSTREAM DRAINAGE SYSTEM -GRATE�400.08 4ti W/SOLID LOCKING LID 00 -r 'r RIM=394.30 IE=391.25, 12" IE=394.309 12" CBJ3, TYPE ii -48" PUBLIC + O O_ - r 7' SEPERATION BETWEEN STO M AN D W ' TER MAIN wmCBJ2 CURB INLET PUBLIC) r;..... NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT : 5 z - - _ - - STA. 19+07.04, 15.17 LT. �' r GRATE=399.00 CITY OF R NTON STREET OVERLAY AND TRENCH RESTORATION DETAIL "` m :n " TRUNCATED DOMES PER STD. DWG F010.2 TO BE SET ON CONCRETE. EAST ADA COMPLIANT CONCRETE RAMP AT SAWCUT LINES BETWEEN NEW AND EXISTING JOI TS. CITY OF RENTON STANDARD LATERAL AND PAR IE=397.00, 8 REQUIREMENTS AR l= rf- N wUj V � 25LF. 12" N -12®S=1.12% PUBLIC ADA COMPIANT RAMP WITH ^'INSTALL Q ISI W z I PRIVATE STREET SIGN TRUNCATED DOMES WILL LIE NEXT TO DRIVEWAY APRON. I �:�`';� I€ (A N DCB PER DETAIL 1 TYPE II -48" PRIVATE ) (WILL BE FIELD FIT AT CONSTRUCTION) £I :_ M ® N Z STA. 40+34.0, 8.74 LT. yY NE 7th STREET O zzw i II o405 OWQ W/THRU CURB INLET K , i .M_I c. ALL CONNECTIONS TO THE DOWNSTREAM DRAINAGE SYSTEM -GRATE�400.08 4ti IE=394.309 12" CBJ3, TYPE ii -48" PUBLIC :` -- f ` ; IE=394.80, 6"(E) STA. 19+07.04, 6.0 LT. -, �-` PIERCE AVENUE NE(PRI+ ATE) 217.06 WSOLID L�1C�4..,...L..�p..........._.....��.....�o....^._.....m_..�^...�.�_._._�..�_�...�__�. _ � RIM=399.13 '1 O *: • IE=396.80, 8"�N)41 I':w .J 00 2tOO IE=394.02, 12' W,N) IE=395.88, 12 E) R,M._ 399.7 2 I I B r .c Y 9��Jjjjp _, a`• r A ' I I ,s. DRIVEWAY APRON E R1 -B CN N END OF ROAD/26' EASEMENT STA. 42+47.06 ELEV=403.0 PRIVATE ROAD INT X II N STD. PLAN .3 3 �� 10LF. 6" PERF. PI STA. 19+16.98, NE 7th St. ,;, ® E 4� CONN CTION TYPIC STA. 40+00, PIERCE AVE. NE : ' 1 p'� CENTER 20' DRIVEWAY APRON 'N `:; 1 I O� �� 22' Ij \- LENGTH OF EASEMENT 19+92.0 I ( .:. SIDEWALK r---- E D 5 S ALK '.x -- ----� 3 N O t 2 EXISTING NUTCB 16 SLOT EACH POST OFFICE II CONCF�EE RAMP APPROVED COLLECTOR BOXES. INSTALLED DURIN I SEE DETAIL LEFT NE 7TH 3 -PACK SHORT P LATS FOR USE BY I I+ NE 7TH NORTH AND NE 7TH NORTH PHASE 2 I _ STA. 19+97.27 I€ END CURB, GUTTER, LANDSCAPE STRIP AR 4000 REQUIRE AT SAWCUT LINES BETWEEN NEW AND EXISTING JOI TS. CITY OF RENTON STANDARD LATERAL AND PAR LLEL TRENCHING DETAIL REQUIREMENTS AR APPLICABLE. o U 0) 00 0 WK)st m � I INSTALL 12" PLUG STA. 19+98.0, 9.0 LT. IE=398.00, 12 7' SEPERATION BETWEEN STORM AND WATER MAIN Wa- LOT DRAINAGE NOTES : _ LO z li l wz W V)� LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST o U 0) 00 0 WK)st m � wUj V � � =........""_""_" THUS STIPUTAION MUST BE ADDRESSED IN THE "SINGLE FAMILY RESIDENCE Q ISI W BUILDING PERMIT DRAINAGE REVIEW" WHEN ANY APPLICATION IS MADE FOR A I BUILDING PERMIT FOR THE LOT. SEE SHEET 7 FOR MORE DETAILS. L IW m of wWOU W c) 0mQ z� cn� � (PRIVATE)1 W z� (> 0 W D 00 W io0J 3 MAXIMUM IMPERVIOUS 2,600 SQ. FT. / LOT pp _W NE 7th STREET O zzw 405 405 (6 o405 OWQ ADDRESSED IN THE SINGLE FAMILY RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN AN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT. c. ALL CONNECTIONS TO THE DOWNSTREAM DRAINAGE SYSTEM NOTEi 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 FFIXEID OBJECTS SITUATED IN THE LOCATION HE PROPOSED ACCESS MUST BE CATED AFTER OBTAINING OWNER APPROVAL F NDIVIDUAL DRIVEWAYS WILL BEWED OFF OF NE 7th STREET FUNDTHE UTILITIES SERVICING SITE SHALL BE ERGOUND SHALL BE VIA A PERFORATED PIPE CONNECTION. d. ALL INDIVIDUAL FLOW CONTROL BMP's SHALL BE PRIVATELY LIMITED INFLITRATION USING GRAVEL FILLED TRENCHES, TYPICAL EACH LOT. UTILITY CONFLICT NOTE: PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. rn LOT DRAINAGE NOTES : _ LO r7 SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE ELEV=401.84 F LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST -' MANAGEMENT PRACTICES AS LISTED IN THE TABLE BELOW AS WELL AS ANY )_ EASEMENT DECLARATION OF COVENANTS AND GRANTS OF EASEMENT. COMPLIANCE WITH =........""_""_" THUS STIPUTAION MUST BE ADDRESSED IN THE "SINGLE FAMILY RESIDENCE D BUILDING PERMIT DRAINAGE REVIEW" WHEN ANY APPLICATION IS MADE FOR A I BUILDING PERMIT FOR THE LOT. SEE SHEET 7 FOR MORE DETAILS. O LOT NUMBER BMP TYPE PER LOT � � (PRIVATE)1 �t " 2 1 -PERF. PIPE CONNECTION / 1 -TRENCH DRAIN I 3 MAXIMUM IMPERVIOUS 2,600 SQ. FT. / LOT 10.0' RT. 4 ELEV=402.73 FL b. COMPLIANCE WITH THE BMP REQUIREMENT MUST BE ADDRESSED IN THE SINGLE FAMILY RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN AN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT. c. ALL CONNECTIONS TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA A PERFORATED PIPE CONNECTION. d. ALL INDIVIDUAL FLOW CONTROL BMP's SHALL BE PRIVATELY LIMITED INFLITRATION USING GRAVEL FILLED TRENCHES, TYPICAL EACH LOT. UTILITY CONFLICT NOTE: PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. rn oo co LO r7 rn ELEV=401.84 F r- I- LO c; m T .O 35.59' RT. D ELEV=402.66 E O O O U � � � �t d - PIERCE AVENUE NE rn (o rn 10 (PUBLIC) CBJ22 CURB INLET GRATE=399.00 - M 1.28 V) VI) V) V) IE=397.00, 8" 400 400 2 :!1,90LF-9 ,.. - Q M118 EX. 8 W. M , 0 395 ^_- 1111111 S ER 395 395 R8 S P �� - 0 10 12 _--____- 101 i (PRIVATE) 390 (PUBLIC) ..390 390 3" CB#1, TYPE II -48" L;tJJY,5, TYPE 11._48„ W SOLID LOCKING LID (PUBLIC) RIM=399.13 CB#4. PE II -48" IE=396.809 8" N) 385 RIM=394 30 IE_394.02, 12' W,N) IE -391.2 12 IE -395.88, 12 E) 385 18+00 19+00 20+00 OFFS T EERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. CB#3, TYPE II -48" W/THRU CURB INLET W SOLID LOCKING LID GRATE=400.08 RIM=399.13 IE=394.80, 6" IE=396.80, 8"(N) IE=394.30, 12" 1, IE=394.02, 12 W,N) 25LF. 12" N -12®S=1.12 PUBLIC IE=395..88, 12. E) (PUBLIC).- 40+00 41+00 L. �y�••••.• O0 � 27460 ,: °�F•• c/STE�'�� SS�ONAL'•�'� 01/26/2015 N0, 42+00 SISCAM. do MAPPING SCALE D.L OFFE, P.E. D. L OFFE, P.E. ONE WCH pie AT FULL W.&E FWTOw0" REVISION BY DATE APPR I SME ACC011001MY WNWONT L AIM °°ice 991 DATUM END OF ROAD STA. 42+47.06 405 395 390 OWNED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER. ODRIVEWAY ENTRY W/LANDSCAPE STRIP PER DETAIL ON SHEET 6 CURB RETURNS Z STA. 41+40-22, 10.0' RT. A R=25.00' L=39.85' ELEV=401.84 F DELTA=88058'41 " DELTA/2=402.25 I[ m STA. 41+65.21, 35.59' RT. D ELEV=402.66 E STA. 41+85.25, 34.42' RT. B R=25.00' L=38.68' ELEV=402.89 IF DELTA=88039'33" DELTA/2=402.81 E STA. 42+10.24, 10.0' RT. ELEV=402.73 FL CITY OE RENTON Planning/Building/Public Works Dept. GRAPHIC SCALE 0 15 30 60 1 inch = 30 feet RECOMMENDED FOR APPROVAL By, Date, Bye Datei B Datei By, Datei NE 7th NORTH PHASE 2 SCOTT DONOG H HOMES, INC. ROAD / STORM PLAN & PROFILE 3518 NE 7th Street 01/26/2015 F�osooK: ftw_: DRUM mm 5 °f ` 13 m m . Z G1 Z T c �C m z m D F. O m �C N C0 L0 O O T D N W Q 2 2 H a:O z s w z STORM WATER STANDARD PLAN NOTES 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICICPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (e.g. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.). THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVAED PLANS, WHICH ARE ON FILE WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOUYRS OF 7 A.M. TO 7 P.M., MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 7. IT SHALL BE THE APPLICANT/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTES ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW AND APPROVAL. 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% (PERCENT) DENSITY, STANDARD PROCTOR. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE 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 "Co, 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 SOUP 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 - 709 PASSING; 2 - 4 INCH ROCK / 30 - 409 PASSING; AND LESS THAN 2 INCH ROCK / 10 - 207o 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). CALL 81 1 BEFORE YC 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 NEEDE"t_ 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). )U DIG! OFFS ENGINEERS 1, 13932 SOUTHEAST 159TH PLACE R SEXAALK FWAP RENTON, WASHINGTON 98058 � PHONE: 425-260-34127460 �c�s��o.\: CONTACT: DARRELL OFFE, P.E. Fssi,;L„••�� 01/06/2015 FACE O% CJRo 6th stz� 1 i- R. f i ' OP OF i° ? l• Pt. RGADOVAV t CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF AWACENT CJR6 •• �• FLUSH 'Nf-pq Gi-TE A PAN AT SIOEWikLK RAMP ENTRANCF i= Op0- ROAOWA-f • w DEPRESSED CURB SECTION AT SIDEWALK RAAPS 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. Gtr SEE DEPRESSED CURB DETAIL THIS SHEE' E ;b TOP OF t t• t.�' R ROAD.VAY DEPRESSED CURB SECTION AT RESIDENT44: ORWWAYS 0P&Y FOR COMMERCIAL DRIVEWAYS SEE STO PUN 104.2 FACE `.� AC,A!;EN7 CURB a UTTER SURFACE �. R � t1 FACE OF CU -48 6 1.? s � r t - t 2 R. 1. R 14 I TOP OF 1D ROAC #VAY ® 1s4' CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES See star4ard piwtr 'j: iw4 '. ,; o •aPsnsur and wafacban pru scacrnq 3 For DWessed Mo-.datv� Dcvew.y C dt S Guns= Sscson yes S&wv.'W4 Plan 104 2 FL'BlJr' WORKS STD. FLAN - 101 DEPARTMENT CEMENT CONCRETE CURDS 'P , Jib z MAL - SITE S� SURVEY do MAPPING SCALE DESIGHM D.L OFFE, P.E. D. L OFFE, P.E. owE RCH CHMMM A7 FULL SCALE IF NOT ONE BCH N0. REVISION BY DATE APPR I sCOLE ACCOOM&MY ND OF' PLA -.E - Ki -11W TO PeST 4'X4' POST SIDE FACING SQUH iXD of PtAT 90 -Mc To �osr (>- s x) tA 4'x4" POST g Z is (TYP•) R > x � von�Y 4• i 1 END 5F 'LAI T BOL� :o POST SIDE FACING NORTH �M S4X) 4x4' POST, � R a-0 OF P. t Q a ..r..D �' PosT lIE 4"x4" POST SIDE FACING SOUTHf ETITZRING S - , N AmE -,Cit = 4" -.OUSE �l,,MBLiS = TYPE OF S TREAT (PL, NE. 7-i, ST, C') • 2 - COLORS LEGEND, ARROW HEAD, SEPARATION BAR • WHITE (REFL.) BACKGROUND - GREEN (REFS.) AF .NR D BY: D3 (MODIFIED) DATE: 12/1&02 SHEET: _ 1:0 VERTICAL: NAND 19M WNZONTAL• NAD IW3/INI DATUM FOr COTES STD PLAN 104 2 1 SM. PLAN - 104.3 P'iIBIA wl(_ t.K>l CEMENT CONCRETE DRIVEWAY DEI!)A;c= MI ENTRANCE - TYPE R1$ t. A CITY OE RENTON Planning/Building/Public Works Dept. 377105 .1 z �• CESAE-SIT CG4CRETE R SEXAALK FWAP LAfi3£ S F Rw 4' TOO77"71 OR LANDING 6 C _Z = 000w 446 _ - PkLMOLC*D z _KOINT FILLER CEMENT CONCRETE ^f i PEDESTRIAN CURB AT SIDEWALK RAPS AyD r AND114W FACE OF ADJACENT CU -18 Gtr SEE DEPRESSED CURB DETAIL THIS SHEE' E ;b TOP OF t t• t.�' R ROAD.VAY DEPRESSED CURB SECTION AT RESIDENT44: ORWWAYS 0P&Y FOR COMMERCIAL DRIVEWAYS SEE STO PUN 104.2 FACE `.� AC,A!;EN7 CURB a UTTER SURFACE �. R � t1 FACE OF CU -48 6 1.? s � r t - t 2 R. 1. R 14 I TOP OF 1D ROAC #VAY ® 1s4' CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES See star4ard piwtr 'j: iw4 '. ,; o •aPsnsur and wafacban pru scacrnq 3 For DWessed Mo-.datv� Dcvew.y C dt S Guns= Sscson yes S&wv.'W4 Plan 104 2 FL'BlJr' WORKS STD. FLAN - 101 DEPARTMENT CEMENT CONCRETE CURDS 'P , Jib z MAL - SITE S� SURVEY do MAPPING SCALE DESIGHM D.L OFFE, P.E. D. L OFFE, P.E. owE RCH CHMMM A7 FULL SCALE IF NOT ONE BCH N0. REVISION BY DATE APPR I sCOLE ACCOOM&MY ND OF' PLA -.E - Ki -11W TO PeST 4'X4' POST SIDE FACING SQUH iXD of PtAT 90 -Mc To �osr (>- s x) tA 4'x4" POST g Z is (TYP•) R > x � von�Y 4• i 1 END 5F 'LAI T BOL� :o POST SIDE FACING NORTH �M S4X) 4x4' POST, � R a-0 OF P. t Q a ..r..D �' PosT lIE 4"x4" POST SIDE FACING SOUTHf ETITZRING S - , N AmE -,Cit = 4" -.OUSE �l,,MBLiS = TYPE OF S TREAT (PL, NE. 7-i, ST, C') • 2 - COLORS LEGEND, ARROW HEAD, SEPARATION BAR • WHITE (REFL.) BACKGROUND - GREEN (REFS.) AF .NR D BY: D3 (MODIFIED) DATE: 12/1&02 SHEET: _ 1:0 VERTICAL: NAND 19M WNZONTAL• NAD IW3/INI DATUM FOr COTES STD PLAN 104 2 1 SM. PLAN - 104.3 P'iIBIA wl(_ t.K>l CEMENT CONCRETE DRIVEWAY DEI!)A;c= MI ENTRANCE - TYPE R1$ t. A CITY OE RENTON Planning/Building/Public Works Dept. 377105 .1 z RECOMMENDED FOR APPROVAL By: Date: By: Date: T C3 Date: � � � i Date: ;< NE 7th NORTH PHASE 2 01/06/2015 SCOTT DONOGH HOMES, INC. ,'�°"` DETAILS &NOTES 3518 NE 7th Street DETAILS Z J z �xZ C _Z = 000w 446 _ O z m ^f i M D RECOMMENDED FOR APPROVAL By: Date: By: Date: T C3 Date: � � � i Date: ;< NE 7th NORTH PHASE 2 01/06/2015 SCOTT DONOGH HOMES, INC. ,'�°"` DETAILS &NOTES 3518 NE 7th Street DETAILS Z J �xZ _Z = 000w 446 _ O :4 77 IJ RECOMMENDED FOR APPROVAL By: Date: By: Date: T C3 Date: � � � i Date: ;< NE 7th NORTH PHASE 2 01/06/2015 SCOTT DONOGH HOMES, INC. ,'�°"` DETAILS &NOTES 3518 NE 7th Street DETAILS N C0 LO 0 T D N W Q 2 2 O z s W z PtAM! ANO YAN1I1� MATE CLAN su E Al OM AREA PROVIDE UNIFORM CONTACT THE SURFACE AREA OF THE BASE SECTION MUST ! BE GROU TED TO THE BOTTOM AREA OF THE ADA9P%*ANT SEcri0w ! *ECTivN 1 NOT** 1 THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRATE UNTIL THE FINAL ELEVATION OF THE PAV'EWNT, GUTTER, DITCH, OR SIDEWALK IN V040CH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMI SSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT OR GRATING IN PLACE W ACCORDANCE WITH STANDARD SPECIFICATION 7-053. 2 SHt11MS SHALL NOT SE USED TO SET FRAME TO GRADE. THE USE OF SH*4S IS PROHIBITED. 3 MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT, 4. THE USE OF BRICKS M PEF MtTT1-D WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR z, BOND- SEE NOTE 4 ,r f tip - SM. PLAN --• 202.00 PUBLIC WORKS CATCH BASIN INSTALLATION DEPARTMENT MARCH 2008 ` i � N r; ;n ow S`*d .......... 5 ,'1 :-..• � JCL I(%M:Flkl.• a.:. 3K F Sat i" PfEWLDfJ ✓�� frEhi',xr�;;�lsi�tR::�:4 inti II�i,%Ja'Y AG•1AGEN' O C+~JJR9 N:; d r v wk££ ?+ef? i €�ie'�,i3'J�i«3 ',.•7�.%�# �)k » ifiBat OR PEOEBTFLW f°X� ) W16 7911111 C 43?? aA4 >w DJACENT TOC LIRE s.Rraf a :LCE ux�....,. is€�>YI s COMTMC"-AM 391 COW RAC- r4A„i 4.** *Akk R K:t3� � I , }„+ :.u.kR 1Gi ING►Y'i3Ei� i."! rlElza'y.;q,4 � �?L3�:sat+lk ,...... VEIITKA. WNS - li' w6 Il1EY01�0 air- ,qe ,r s : , A SE! OCTAL .OMT FILLER RYP , a . . * "✓ s ADJACENT TO CURS ANO RAKJ4G OR WALL SIC7E�MtF "#to S'RI ° Off COWAACT sit eon ,' SIDEWALK AO iACEI•I": '"O WALL DETAIL F MtS>4fw Co C I K mom► 10 P OF ozyrc q: Sts ACC ►OR EAAMTrIG - +LasA r PM&D ADJACENT 10 BUFFER STRIP eitrr,V'*—Z �A a > rc1 v A•F at ... R RAISED LOGE DE:TML. �� 4c. sal �ttTTkR�I 40. Iii NI PAI Fw NOTES see STD PLAN 104.2. Paved Surfaces must comply winos STO PLAN 102,1 as applcab� v- COMTRACTIOM JOfHr rK AlrpeV40Ax OK t j £ 1, / _ 1Vwi1011 JOWT P4 00-i, CLLR MO lCCWALA Act V0 ftAh st JOINT A -NO FYw$r1 ONE TAL PUBLIC WORKS + V + UEPARTVENT CEMENT CONCRETE SI oIEWALK p STD. PLAN — 102 A ,{'['� ��;� 0, FD: Alii Gr�+p„B Zsetur air ts, Y%ibhc Works Admin4vttor OFFE ENGINEERS 13932 SOUTHEAST 159TF PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. i� psi BAR EACH CORNEF a3 BAR EACH SCE WI a.sR Fwr.N `3 FRAME AND VANED GRATE Vii'✓ lr✓ � ✓ \,,\ \,. `\, y'h :y`., `�....... ONE $3 RAR HOOP FOR (r HEIGHT '�WO 0 BAR HOOTS rOR IT HEK1HT RECTAMOULAR ADJUSTMENT SECTION !n K3 BAF( EACH CRIER IW' MITT. Its"RHOOP ._. PRECAST "" SECTION PIPE ALLOWANCE* Nwrtctr+tw 1110111119 MTENLIkL rus�Ba I Wr!!M 24' PLLAIN � i tr P s j MIN. zN 52 All METAL A N< CPSW* 17 's (STD. SPEC'*. *0620) SOLID WALL PVC 16' (STD. SPEC. *M txt)! 26.0' PRIVATE ACCESS & STORM I PROFk.E WALL PVC f 5' (STD SPEC %-O6112(2)) 1 t COI RL"TED POLYETHYLENE STORY SEWER Pff EASEMENT I MOTES 1. AS acceph" aWwobves 10 the rebw Shown n the PRECAST LAW SECTION, f wo (placed accmdmg to to Strndard Specicakomh or wire nmoh tur"V a ffwwnum area of 0.12 square rhahes per foot shat be used *0 the minimum required roar shown in to ALTERNATIVE `PRECAST LUE SECTION. Wire mesh aha not be placed in Vo k oc/ulis. 2- The knockout dwroier shall not be grealer than Ar. Knockouts shal have a wad Vvc krwn of 2' mrumurn to 2.5' maximum. Provide a 1.5' rrwhimum gap bebween rte knot kotA wad and the outside of the pipe AAw the pope is msbAed. fid the gap wire prTl mortar in aacordwice with Standard Sp mftca6w 9-04.3. 3. The nauumum depth ffom rhe kvdwd grade b the bwesl pipe *Pratt OW be F. 4. The trams and giole must be **UOW wklh rhe Awige down. 5. The Preget Base Secbon may have a rounded floor. and dw wads may be sipped at a rale of 1:24 or steeper. 6. The opening she be rneavoW at the by of the precast base section. 7. AN pickup hobs sttall be grouted full after the bashn has bean pieced. 8. AN grade nhgs and casengs shah be sot in mortar in accordance with Siwxkwd Spedftetron 9.04.3 - SEE NOTE I ALTERNATIVE PRECAST BASE SECTION Q STD. PIAN - $00.00 PUBLIC WORKS CATCH BASIN TYPE 1 '+ I)CPAK°I'MENT LARCH 2008 1/2-X4- EXPANSION MATERIAL 1/4-R AT JOINTS 1/2•X4' EXPANS 13N MATERIAL CEM CONC. CURB AND GUTTER 1 /4-R AT JOINTS SCORE LINES TO BE RADIAL A TO CURB AND GUTTER 12"X4' EXPANSION MATERIAL 1/4'R AT JOINTS SCOW LINES 'Wlr-WIDTH OF SIDEWALK 112-X5+ EXPANSION 1/4-/�T. SLOPE MATERIAL CURB RETURN ONLY 1/2-R 1/4 a /IFT. SLOPE 1/2-R 4- 1/2-R PAVEMENT AS PER PLANS Z 4' 1 PAVEMENT AS PER PLANS STANDARD CEM. CONC. PARKWAY STANDARD CEM. CURB AND GUTTER CONC. CUFM AND GUTTER SECTION A -A SECTION B-8 SEE SHEET 2.5.1 FOR ROADV AY DEVELOPMENT S'TAIDARDS GEMMAL NOTES: JOIWM: DJWY ,TOWN SHALL K PLAM NOT To oectm is, C/C Hak LESS THAN ur c.X WHEY saki NOT BE LESS Hary 3/`s' N THICJkNM APO awl BE E]nENDED r WM W auTTM LaE f/r DW JOINTS SKALL E PLACED AT ALL COLD JOINTS AS 0IWC1ED BY EMIR A14D 94AL L 011oO Y WHERE THE SIDEWALK IS 10 BE PLA® AWAW THE CURB AND 42,177M Ili MINT SL#LL E A Dap MNT_ I/rX r DLPANKIN YAIMAL. 94ALL BE PLACED FAON P.C.'S 110 P.T.-S AT ALL &M 111IM0 i 1/2'1L4' EWAplOM MATERIAL STALL E PLACED AT EVERY FOURTH S10EWIALK PANEL. Ili OONCREIE ME Fit SIDE VIXS STALL CONFORM 110 TNM RE10L1MIDLUIIPS OF CLAW B (S/4-) MSM AIR 0I7111ROAM ENT. RR C=MZ SMALL HAKE A Soli mmw WIM ALL @BEE ILAmm A 2 1/2' TODIM FINISH. SUOM DE COMPAVEIN euLL W Sas OK10FIm PRDC70Re L. �yv•...., oWAS� • .• 27460 °�F•. C/STC ��� SS�CNAL••�'- 01/26/2015 NO. TYPICAL SIDjC11FALX ADOPM CIFF or neo rills la! nAm- 04/b4 DWG. NAMIE. F007 SP PAGE: F007 PAGE of CEKr1E OF cuw S FRAME s GRATE i 5 1/2• i I}' i (1.08') S 1/2-4 `` 3 1 /7'R. R MAI 1>4 1 � � RCi4')11lIAY SLOPE RECESS vr N- t � 3 F2AIJE AND fs "(' .: NOT INCLUDE(; N CURB AND CAF, EF BAD 1'1'EM I tYr, 0 ROAC;)NAY r r AGJL:ST0.fENT SECT ON - NOT NiCt.:3 ED �f C41413 AND GJT IEk IAD ffEM > CATCH BASIN -NOT NCLUOED } ° iN CURB ^No GUII'ER W ITIE t • Jr •JJ~ _ _ _..._ tom_ _ -_ _ _._ _� /,/ ..%' / ,• SECTIONO G LEN E "t A N O iE S' Ji,• 1. The intent of this design is to farAtate the removal of a catch basin mth minimal disturbance of the curb. "r 2 The expansion joints of the adjacent sidewalk shall be adjusted to be in line with these curb expansion joints. i i 1 I sol * € lc :SII» w CEMENT CONCRETE CURB STD. PLAN 101.1 + PUBLIC WORKS INSTALLATION AT rx'I'I�U 1 DEPARTMENT CATCH BASINS ucrcnuinka vn aI Ur SIGN AND NUMBER OF N SIGNS ON POST (TYP.) POST BEHIND SIDEWALK POST WITHIN LANDSCAPE STRIP NOTE: LEGIBILITY DISTANCE SHOULD BE AT LEAST 40 FEET PER INCH OF LETTER HEIGHT. "NO PARKING" SIGN INSTALLATION --,. 3T - Z ` 24' Z 30.0' PUBLIC SEWER & WATER I Z(^ Cn s j MIN. zN 52 m 11 N< EASEMENT I CLR. (Ato zo UJ O Cra 26.0' PRIVATE ACCESS & STORM I U UJ EASEMENT I z 77 4"x4" O O 40x4* J_ TOP OF CONC. z z POST L,J w POST ? i SIDEWALKo C�ji of —., x Z W 6i TOP OF GROUND OR TOP OF CONC. Of X I Z I Z 0 ? ;_ SIDEWALK • I v 41 ► v 4 D - 0 ■ ■ CD I ucrcnuinka vn aI Ur SIGN AND NUMBER OF N SIGNS ON POST (TYP.) POST BEHIND SIDEWALK POST WITHIN LANDSCAPE STRIP NOTE: LEGIBILITY DISTANCE SHOULD BE AT LEAST 40 FEET PER INCH OF LETTER HEIGHT. "NO PARKING" SIGN INSTALLATION --,. 3T - Z ` Z 30.0' PUBLIC SEWER & WATER I C s z T m 11 X EASEMENT I D SUTSCALL. do MAPPING Sf o�oNM SCALE D.L. OFFE, P.E. D. L OFFE, P. E. ONE INCH Owe AT FALL SCM E F NOT OW MW REVISION BY DATE AP P R I SOALE ACCOOMMMY vanr.41- NMID 1m HORaowrx- NAD IM/1"1 DATUM R-317106 6 CITY OE RENTON Planning/Building/Public Works Dept. RECOMMENDED FOR APPROVAL By: Date: By: Date: By* Date: f i� By: �- Date: �S NE 7th NORTH PHASE 2 01/26/2015 SCOTT DONOGH HOMES, INC. FIMBOOM- POM- DETAILS °M-6 1110 3518 NE 7th Street aa,: 7 art 3 DETAILSIt W O M 30.0' PUBLIC SEWER & WATER I EASEMENT I 26.0' PRIVATE ACCESS & STORM I UJ EASEMENT I z 77 UJ N UJ J_ HW z Iz ZIO I I —., x Z Z J LL- Z Li w 30' Of X I Z I Z ? ;_ 0 LLQ Dov o `� o I `, I M D - 0 16' 0> I L'J> IW IW V) , A/ / z Z r= 1 _ I 12 10 13.5' w ( v a- I I w 15.0 1 1.0 1 I77 f W 2% 0.5 FLAT 3: T 10 10 JnSAWCUT I ' ------- M—MAX. I I t % 5 CONCRETE 4" MIN. CLASS "B" ASPHALTIC CONCRETE SIDEWALK PAVEMENT- 2-2" LIFTS REQUIRED 8' LANDSCAPE 6" MIN. CRUSHED SURFACING TOP COURSE STRIP VERT. CURB CRUSHED SURFACING BASE COURSE TO BE 0.5' VERTICAL CURB & GUTTER 4"MIN. CLASS "B" ASPHALTIC CONCRETE DETERMINED BY GEOTECH BASED UPON PAVEMENT— 2-2" LIFTS REQUIRED 6"MIN. CRUSHED SURFACING TOP COURSE NE 7th STREET CRUSHED SURFACING BASE COURSE TO BE (PUBLIC) DETERMINED BY FIELD CONDITIONS N.T.S. PIERCE AVENUE NE (PRIVATE) N.T.S. SUTSCALL. do MAPPING Sf o�oNM SCALE D.L. OFFE, P.E. D. L OFFE, P. E. ONE INCH Owe AT FALL SCM E F NOT OW MW REVISION BY DATE AP P R I SOALE ACCOOMMMY vanr.41- NMID 1m HORaowrx- NAD IM/1"1 DATUM R-317106 6 CITY OE RENTON Planning/Building/Public Works Dept. RECOMMENDED FOR APPROVAL By: Date: By: Date: By* Date: f i� By: �- Date: �S NE 7th NORTH PHASE 2 01/26/2015 SCOTT DONOGH HOMES, INC. FIMBOOM- POM- DETAILS °M-6 1110 3518 NE 7th Street aa,: 7 art 3 DETAILSIt W O M J N 'INCA 1?:FF 1'0 9 PFfAINNn, TWICAI, FpONTYApn ,MCA,, IN5TA1 AT fft OF 13UILPINCA p�pMlf �4511NCA TO 6t P -,,M P, TYPICA, 5MYMP I AN25CAP I NCA ACAAI N5T PUPL IC 5T1� T. 50n SAWN WITH 4' W11-1 OF NSW TOP50L, IN51"Al Af rft 0r PULPINCA M_I'Ml1' LANn5CAFINCA TO 13F IN51'A L. P A5 PVT OF PW I MppOVWW5 PLANf 5CHL-�PUL*�10� 60fANICAL NAME COMMON NAME 1��5 13etarla jacauemorrti* Jacquemorb i Birch Acer freemaii ' "mn f31 aze' * Maple Pqru5 calleryana 'Capital'* Fpear Acer circinaWm* Vine Maple 4 TOfh, 1,0f5 X 2 1,0f MINIMUM - 811�5 I?�QUI�b QTY SIZE P,,, E M APK 5 3 1-11211 cal Full and Matchirq 2 1-11211 6a1 Full and Matz -hirq 3 1-11211 cal dull and Matchirq 2 1-11211 cal dull and Matchirq Considered drought tolerant in pacific Northwest once established 5W,05 and 6r"OUNP cov�p,, O Viburnum JaviJii* � Nel ictotrichan sempervirens� A cto5taphqIIo,5 uva-ursi* 0 Lawn MP STATE OF WASHINGTO D LAND CT U' Z Z o M. V Y CERTIFICATE No. 774 V)LLJ v � w Q 5 PaviJ Viburnum 10 2 gallon Full and Matchirq Z ' %e Oaf Grass 5 2 gallon Full and Matchirq - i� y Kinnikinnik 90 1 gallon Full and Matchirq/ r v Plarr, �01' o,c, UN n 2 MAX PRUNE DISEASED AND _ = BROKEN BRANCHES SPECIFIED TREE STAKE(S) CHAIN—LOK TIES y INSTALL "TREE BOOT" OR "ARBORGARD" IN LAWN AREAS. REMOVE BINDING TWINE do TOP w 1/3 OF BURLAP. PLANT TREE 10-20 HIGHER O N THAN IN NURSERY 2" SETTLED DEPTH WITH SPECIFIED MULCH WATERING BASIN FERTILIZER TABLETS (4-21 GRAM -20-10-5) z ROOT ppEE CTOR FOR TREES--�+ ROOT DEFLECTOR FOR TREES ADJACENT O SIDEWALKS ADJACENT TO SIDEWALKS SPECIFIED PLANTING SOIL a SCARIFY PLANTING PIT 00 SIDES AND BOTTOM UNDISTURBED GROUND 6" DEEP, FIRM, NATIVE SOIL MOUND 12" MIN. FOR WOOD y> STAKES do 18" FOR REBARy�' ✓:; y 2x ROOTBALL WIDTH ��%—IN HEAVY SOILS, AUGER 8"x6' DEEP HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. NOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES DECIDUOUS TREE PLANTING & STAKING DETAIL LMP5CAP N 1 5 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 OR 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 1009 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. NOT TO SCALE R-311101 RECOMMENDED FOR APPROVAL By: (� ,(� [('j,�— - Date: 2 S /!r By: Date: By: Date: By: Date: o 20 40� 5c&� 111 -,- 201 -011 r.. 80 2211014115H��f Q�4' O z z DESIGNER: JMV DRAFTING BY: JMV DATE: 6.30.14 SCALE: AS SHOWN SHEET 1 2 OF 1 3 D D O Z S_ Z C y x z z z r_ C y� Tr tJ 3 Z� Z I'TI T M z D D O Z O y x z z r_ D 74 Z tJ J Z� Z Ty z m M D Z O y x z z r_ 1 1 tJ J O N 461 GRAPHIC SCALE 10 0 10 20 40 mood 1 INCH = 20 FT. LEGAL DESCRIPTION LOT 11, BLOCK 1, STEWARTS HIGHLAND ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, IN KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON BASIS OF BEARINGS THE PLAT OF STEWARTS HIGHLAND ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, IN KING COUNTY, WASH INGTON.ACCEPTED ABEARING OF S 88049'07" E FOR NE 7TH STREET BASED ON FOUND MONUMENTS IN CASE. GENERAL NOTES 1. THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST ON THIS PROPERTY THAT ARE NOT SHOWN HEREON. 2. INSTRUMENTATION FOR THIS SURVEY WAS A 3 -SECOND NIKON NIVO 5.0 TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090. 3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN MARCH 2014 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS AND AS -BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS 5. OTHERWISE NOTED. VERTICAL DATUM & CONTOUR INTERVAL ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM INFORMATION PROVIDED BY THE CIN OF RENTON. DATUM POINT ID NO. 721 MONUMENT IN CASE AT THE INTERSECTION OF NE 7TH STREET AND MONROE AVENUE NE. ELEVATION: 381.600 FEET (116.312 METERS) NAVD 88. 2.0' CONTOUR INTERVAL -THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL OR PLUS /MINUS 1.0' FOR THIS PROJECT. GL -61 V ' QP��00.0 i W i w c; lq* qs nno oa /- * S88 Z W of W 1. w W w w 0 FOUND TACK & Z LEAD IN O MONUMENT CASE �. G I - OH -1 OH OP- it o SSMH RIM = 413.77' INV E -N = 407.57' I w Z w Z w Q z w z w NIo V � J w cy rvUND TACK & LEAD IN MONUMENT CASE I LEGEND 377108 PROJECT INFORMATION SURVEYOR: PROPERTY OWNER: TAX PARCEL NUMBER: PROJECT ADDRESS: ZONING: JURISDICTION: PARCEL ACREAGE: SITE SURVEYING, INC. 21923 NE 11 TH STREET SAM MAM I SH , WA 98074 PHONE: 425.298.4412 KRRV DEV, LLC P.O. BOX 908 RAVENSDALE, WA 98051 801110-0055 3518 NE 7TH STREET RENTON, WA 98056 R-8 CITY OF RENTON 28,687 S.F. (t 0.658 ACRES) AS SURVEYED w Lo0z z M N H O U W U)W (n qct Z H FOUND MONUMENT AS DESCRIBED T, SET REBAR & CAP (38964) AT PROPERTY CORNER POWER METER GAS METER r OIL FILL CATCH BASIN STORM DRAIN MANHOLE SANITARY SEWER MANHOLE WATER VALVE FIRE HYDRANT WATER METER — I — HOGWIRE FENCE —SS— APPROXIMATE LOCATION SANITARY SEWER LINE APPROXIMATE LOCATION STORM — SD— DRAIN LINE — X— CHAINLINK FENCE ® CONCRETE WALL —0— WOOD FENCE ROCKERY - ASPHALT SURFACE CONCRETE SURFACE GRAVEL SURFACE CE CEDAR DF DOUGLAS FIR 377108 PROJECT INFORMATION SURVEYOR: PROPERTY OWNER: TAX PARCEL NUMBER: PROJECT ADDRESS: ZONING: JURISDICTION: PARCEL ACREAGE: SITE SURVEYING, INC. 21923 NE 11 TH STREET SAM MAM I SH , WA 98074 PHONE: 425.298.4412 KRRV DEV, LLC P.O. BOX 908 RAVENSDALE, WA 98051 801110-0055 3518 NE 7TH STREET RENTON, WA 98056 R-8 CITY OF RENTON 28,687 S.F. (t 0.658 ACRES) AS SURVEYED w Lo0z z M N H O U W U)W (n qct Z H T, O m D r 7 W 2 rn N N 0 U cyl 'a 0 �QRP ON 4-4 s � a 0 • r 0 0 syr►i� ops N r• Z A < z N C 3 z m O T m CL OD 39 o E E 0 o 0 N L w- i � Z o ' w LJ U CIL,' Z Q CD 0 n 0 LJ CO LiJ In U 0 —j 00 () cy) > = Q w F- 0 > LJ Z Z 0 Y 00 Z LJ Ln or� n PROJECT NO. 14-043 DRAWN BY: EFJ CHECKED BY: TNW DATE: 4/22/14 SHEET 13 OF 13 0 W co co J J Q c� i LUw co cwi0 N i D T, O m D r 7