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Home My WebLink AboutzR-3710 SetN N co LID Q J cr O 2 2 IF- O Z L W Z 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 SHORT PLAT RENTON, WASHINGTON LAND USE PERMIT # LUA1 3- 001 1 31, SHPL -A LEGAL DESCRIPTION: LOT 9, BLOCK 1, STEWART'S HIGHLAND ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 43 OF PLATS, PAGE 17, RECORDS OF KING COUNTY, WASHINGTON SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. ADDRESS: 3506 NE 7th STREET, RENTON,WA 98056 KING COUNTY PARCEL #: 801110 -0045 MONUMENT IN CASE AT THE INTERSECTION OF NE 7TH PLACE AND MONROE AVENUE NE. ELEVATION: 381.600 FEET (116.312 METERS) NAVD 88. 3. 2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL OR PLUS / MINUS 1.0' FOR THIS PROJECT. OFFE ENGINEERS OF 13932 SOUTHEAST 159TH PLACE° m RENTON, WASHINGTON 98058 Z PHONE: 425-260-3412 qP. 2740 Q CONTACT: DARRELL OFFE, P.E. 31 NO. 30' i ic- w ro z "t w ao Z I O a °z w O N r, i I VICINITY MAP COVER SHEET 0 LAYOUT g NE 12TH STREET GRADING / EROSION CONTROL FOUND LEAD I MONUN NE 7TH STREET rpi FOUND TACK& 6 SEWER PLAN & PROFILE LOCATION 1318.09' N88 °49'07 "W (BASIS OF BEARING) o LEAD IN 9 z 10 w w MONUMENT CASE z z I? ' w w a z NE 7TH ST. w z w �w w 0 o¢ z z13 o o m w z NE 4TH STREET z m BASIS OF BEARING: w p THE PLAT OF STEWART'S HIGHLAND ACRE TRACTS, ACCORDING TO WIZ THE PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, IN p KING COUNTY, WASHINGTON.ACCEPTED ABEARING OF S 88'49'07" E af -0, FOR NE 7TH STREET BASED ON FOUND MONUMENTS IN CASE. 01,6 VERTICAL DATUM & CONTOUR INTERVAL 1. ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM INFORMATION PROVIDED BY THE CITY OF RENTON. 2. POINT ID NO. 721 MONUMENT IN CASE AT THE INTERSECTION OF NE 7TH PLACE AND MONROE AVENUE NE. ELEVATION: 381.600 FEET (116.312 METERS) NAVD 88. 3. 2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL OR PLUS / MINUS 1.0' FOR THIS PROJECT. OFFE ENGINEERS OF 13932 SOUTHEAST 159TH PLACE° m RENTON, WASHINGTON 98058 Z PHONE: 425-260-3412 qP. 2740 Q CONTACT: DARRELL OFFE, P.E. 31 NO. 30' i ic- w ro z "t w ao Z I O a °z w O N r, i I VICINITY MAP TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY SITE SURVEY & MAPPING, INC. OFFE ENGINEERS, PLLC ASSUMES NO LIABILITY FOR ACCURACY OR COMPLETENESS. IMPERVIOUS AREAS: EXISTING = 5,343 SQUARE FEET DEVELOPED = 17,691 SQUARE FEET 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 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 LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED. _x%i l BY I DATE I APPR I "P1°"R OFFS, P.E. CONTACT INFORMATION DEVELOPER: KRRV DEVELOPMENT LLC ATTN: KYLE MILLER P.O. BOX 908 RAVENSDALE, WASHINGTON 98051 OFFICE PHONE: 425 - 432 -5932 FAX NUMBER: 425 -271 -8203 EMAIL: kylemiller ®admre.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: SITE SURVEY & MAPPING, INC. ATTN: TOM WOLDENDORP, PLS 10115 214TH AVENUE NE REDMOND, WASHINGTON 98053 OFFICE NUMBER: 425 - 298 -4412 TABLE OF CONTENTS 1 COVER SHEET 0 LAYOUT g NE 12TH STREET GRADING / EROSION CONTROL 4 ROAD / STORM PLAN & PROFILE 5 DETAILS /NOTES 6 SEWER PLAN & PROFILE LOCATION SEWER DETAILS / NOTES w WATER PLAN & PROFILE 9 z 10 w w TOPOGRAPHIC SURVEY z z I? ' w w a z NE 7TH ST. w z w �w w 0 o¢ z z o o m z NE 4TH STREET mom TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY SITE SURVEY & MAPPING, INC. OFFE ENGINEERS, PLLC ASSUMES NO LIABILITY FOR ACCURACY OR COMPLETENESS. IMPERVIOUS AREAS: EXISTING = 5,343 SQUARE FEET DEVELOPED = 17,691 SQUARE FEET 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 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 LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED. _x%i l BY I DATE I APPR I "P1°"R OFFS, P.E. CONTACT INFORMATION DEVELOPER: KRRV DEVELOPMENT LLC ATTN: KYLE MILLER P.O. BOX 908 RAVENSDALE, WASHINGTON 98051 OFFICE PHONE: 425 - 432 -5932 FAX NUMBER: 425 -271 -8203 EMAIL: kylemiller ®admre.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: SITE SURVEY & MAPPING, INC. ATTN: TOM WOLDENDORP, PLS 10115 214TH AVENUE NE REDMOND, WASHINGTON 98053 OFFICE NUMBER: 425 - 298 -4412 TABLE OF CONTENTS 1 COVER SHEET 2 LAYOUT 3 GRADING / EROSION CONTROL 4 ROAD / STORM PLAN & PROFILE 5 DETAILS /NOTES 6 SEWER PLAN & PROFILE 7 SEWER DETAILS / NOTES 8 WATER PLAN & PROFILE 9 WATER DETAILS / NOTES 10 LANDSCAPE PLAN LO -1 11 TOPOGRAPHIC SURVEY « SCALE ^t MCI w, 646 CITY OF RENTON �� DATUM •* �++� � Planning /Building /Public Works Dept. r xor a,c 70� - " "•.anxaa. CD R- 311001 RE,C'OMMEN D FOR APPROVAL By: R AJ Date: ( LS / By: Date: By: !' Date: By: � bTY4L Date: II73/ 1+ NE 7TH NORTH SHORT PLAT KRRV DEVELOPMENT, LLC COVER SHEET 3506 NE 7th STREET R - 3--? I oo 09/20/2013 1 "` 1"I` � LI I y n wz roz� amx 0 0 y � ro a 0 N LID O O M T Q J f— X 0 O L Lu Z A PORTION OF THE NW 1/4, SE 1/4, SECTION 9, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON MONROE AVE NORTH NVX MONUMENT FOUND TACK & LEAD IN MONUMENT CASE STA. 10 +00, NE 7TH STREET I I I I �I I m I I I NEWPORT CT. NE I 3OLF., 12" C -900 ®S =1.00% z STA. 14 +85.0, 15.17' LT. I I I I i zl30 i I I 0 O m l �I —H II �I W /SOLID LOCKING LID RIM= 385.40 IE= 382.37, 12" CONTRACTOR NOTE EXISTING WATER MAIN TO BE AS -BUILT PRIOR TO CONSTRUCTION TO VERFIY HORIZONTAL SEPERATION TO NEW STORM LINE g Ip I I I I STA. 17 +15.46 15.17' LT. I CB 2, TYPE 1 GRATE = 389.30 IE= 384.67, 12 N,W) IE= 386.30, 12 "�E) I 30 30' I CB /4 - SEE SHEET 4 I-- I 7 +2498 + OLYMPIC AVENUE NE of N00'09'34 "W 299.06' __— 70.00' —__ __ 65.00 —__ 62.00'____ 82.00 i 1 _ < _ rn 26' ACCESr S � A A N T ILIT EASEMENT u 116.43' 44.55' z --- --- I------- ------- --- ---- -- ---- -------------- a ____ z rn 20'//," 9 UTILITY SEMENT a I N � ' - - -- J ` y A Ol 1 � N m I II °- ,� `L Q, �p"C y0 m� ® 6 D X00 pti �O Np 5�0. o °0 20, - `o- mod\ Sc3O. ��1 �1ti 1 y0 rn N^ �ml o L O 6 N �L1 �p0 �1 Lp Ste' 00 eI a 0 L 'I • g5 �N + � I LN � 70.00' 65.00' 82.00' 82.00' o - — i N00'09'34 "W 299.00' FENCE WALL AND HEDGES SETBACK LINES PER CITY ° HOUSE NUMBER TYP. �Zgsa CODE. STA. 18 +04.0 15.17' LT. II I GRATE 94.12 IE= 391.12, 12" I OFFE ENGINEERS 't�� Hi}•.•,„ SITE SURVEY &MAPPING 13932 SOUTHEAST 159TH PLACE qe• - D L OFFS, P.E. SCALE RENTON, WASHINGTON 98058 4: 274tw D.L OFFE, P.E. a1E v«r PHONE: 425- 260 -3412 �'• A �� Of •' �' /$TE C� Ai fN151'IlE CONTACT: DARRELL OFFE, P.E. F'rSIONAI ''• F'�G 12/19/2013 NO. REVISION BY DATE APPR rsanvm scvL r RECTANeu"m miuvi NENT SECTION — w.�... -. PRECAST aAEE aEeTlox iamaecnwxxo +r wn GRAPHIC SCALE 0 15 30 60 1 inch = 3O feet WEN=l ALTERNATIVE PRECAST EASE BECTNN/ NOTE, EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG, 1- 800 - 424 -5555 PIPE ALLOWANCES PNEwTaaN. IIALaARI attx mAttwt r„ ,�,�uia� � Au IETT+pmE u ............... 3. 9Q.'.................. r ......'......................J. . ..................... ...__.........._............... . ... ............._..._.......:............ ...........:......._........... _......._...... ...........'Y�......... �� ' .... ... .390 ..... ................. cooTSE wAtrw ,s MAINTAIN 24" COVER 0 $gVf •• --- ----- - - - - -- CB 3 TYPE 1 ... 385 .. ............. .............. .- - -_ - -- ... .. .........230LF. .1.2 _ % : - ^...N....12 ®S -1.p0. �... ....... .. ...... GRATE _ IE -391 - 394 12 • 1 12 ..... ................. , 3OLF., 12" C-900 ®S =1.00% ... ........380 .................... ......... ......... CH 1...TYPE 1 ... .......... 7th ........... ....:........... " ' NE STRE 1 ... .......... ........... x.380............. CB W SOLID LOCKING LID GRATE= 389.30 RIM 364.37! RIM = 385.40 IE= 384.67, 12" N,W) MV 12" SW = 382.07' IE= 382.37, 12" IE= 386.30, 12 "�E) 14 +00 INV 6" E = 392.07' 15 +00 16+00. 17 +00 : 18 +00 INV 6" N = 362.07' CONTRACTOR NOTE EXISTING WATER MAIN TO BE AS -BUILT PRIOR TO CONSTRUCTION TO VERFIY HORIZONTAL SEPERATION TO NEW STORM LINE g Ip I I I I STA. 17 +15.46 15.17' LT. I CB 2, TYPE 1 GRATE = 389.30 IE= 384.67, 12 N,W) IE= 386.30, 12 "�E) I 30 30' I CB /4 - SEE SHEET 4 I-- I 7 +2498 + OLYMPIC AVENUE NE of N00'09'34 "W 299.06' __— 70.00' —__ __ 65.00 —__ 62.00'____ 82.00 i 1 _ < _ rn 26' ACCESr S � A A N T ILIT EASEMENT u 116.43' 44.55' z --- --- I------- ------- --- ---- -- ---- -------------- a ____ z rn 20'//," 9 UTILITY SEMENT a I N � ' - - -- J ` y A Ol 1 � N m I II °- ,� `L Q, �p"C y0 m� ® 6 D X00 pti �O Np 5�0. o °0 20, - `o- mod\ Sc3O. ��1 �1ti 1 y0 rn N^ �ml o L O 6 N �L1 �p0 �1 Lp Ste' 00 eI a 0 L 'I • g5 �N + � I LN � 70.00' 65.00' 82.00' 82.00' o - — i N00'09'34 "W 299.00' FENCE WALL AND HEDGES SETBACK LINES PER CITY ° HOUSE NUMBER TYP. �Zgsa CODE. STA. 18 +04.0 15.17' LT. II I GRATE 94.12 IE= 391.12, 12" I OFFE ENGINEERS 't�� Hi}•.•,„ SITE SURVEY &MAPPING 13932 SOUTHEAST 159TH PLACE qe• - D L OFFS, P.E. SCALE RENTON, WASHINGTON 98058 4: 274tw D.L OFFE, P.E. a1E v«r PHONE: 425- 260 -3412 �'• A �� Of •' �' /$TE C� Ai fN151'IlE CONTACT: DARRELL OFFE, P.E. F'rSIONAI ''• F'�G 12/19/2013 NO. REVISION BY DATE APPR rsanvm scvL r RECTANeu"m miuvi NENT SECTION — w.�... -. PRECAST aAEE aEeTlox iamaecnwxxo +r wn GRAPHIC SCALE 0 15 30 60 1 inch = 3O feet WEN=l ALTERNATIVE PRECAST EASE BECTNN/ NOTE, EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG, 1- 800 - 424 -5555 PIPE ALLOWANCES PNEwTaaN. IIALaARI attx mAttwt ImNrmc:_pw NvurtniwE,e � Au IETT+pmE u terP.STEC.easap m [n S y0 O N y H 9 cooTSE wAtrw ,s 18m.aa•EC.aaa,a7n •SIONRYPE i,n� NOTm I . Ae aasptbb ahomewee bas reO >COwn h Me PRECAST BASE SECTION, Iban(Pbn Cacrdkp b aw$W SPedbdiwa wkamesh haphP aniinum eteadO.l2Spva ft *perbd Rwl bowed wlm SR meimn, rxluhal iaDer&on F Sw AtIFRlUl1YE PRECAST BASESECTI011. YIY9I,yNl6ha1 r,olm Pbatl htlw blackout. 2. Thebaxlbut�ShWWbege rnua2R. Kmdm,a9ahaS hewawel lFiWweedrmHnem b2r naartun. Pawbeal.r minimum �p beMwen the bodM wN arq tlN oubtla d nR p9a. ARerthepj,e t W.® IhegapwNpYNnMUha�Narw wih SbWaN Sp stllptlm8-04d. 3. TM ma . deph ham the fnhdNd Pmda b Se bmit pk. Shall � S. 4. Thefieme end pNt muaba hStNetl wNVwaaOOdwm. 5. The P,armtaase Setllm mq Aewa w.4*d f.. and tlt wab may heebpedatar d124wsb .. S. TltoperiO Ntl be measured aline tm dlM PxaNlNr wtlM. 7. MPkbry lbba NmlW pmubdNatM SUh ®IflR hem ptoed. S. Annm Specnd 904.SnalbeNh modmin eaadN,Pewln SbMwd &redlpdp,Sal.n. R- 311002 PUBLIC WORKS CATCH BASIN TYPE 1 SRO. PLAN - 200.00 K DEPARTMENT MARCH 2008 Nmrcx xkw ,am CITY OF RENTON DATUM Planning /Building /Public Works Dept. RjjjjjjEC��,��,O��,��,MMENDED FOR APPROVAL By, �� Date, litiliq Byl Date, Date, Date, NE 7TH NORTH SHORT PLAT 09/20/201 KRRV DEVELOPMENT, LLC LAYOUT / UTILITY PLAN & OFF SITE DRAINAGE RP.N 3506 NE 7th STREET cp: 371002 2 11 AY❑❑T y n y Nz m [n S y0 O N y H 9 0 EROSION CONTROL NOTES N 1. THESE NOTES SHALL APPEAR FOR PROJECTS - SITE IMPROVEMENTS, SURFACE � WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: U) 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A O PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, C) PUBLIC WORKS DESIGN ENGINEER. M 3. THE BOUNDARIES OF THE CLEARING LIMITSALL 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 F.. AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS Q CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL J PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR 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 Q 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 THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/ = PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 6. THE EROSION AND SEDIMENTATION1 t�LECS�E�q+,gjjNMTEa9NbT{ITI ®WS INRAWTNG TAWE PERM ITTEE O INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS Z CONSTRUCTION PROGRESSES AND 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 LLJ TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE Z 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 APPEDIX "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 GREATER, THAT ARE TO BE LEFT UN- WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY NULCH, SODDING, OR PLASTIC COVERING. FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. 2" BY 2" 14 GA. WIRE FABRIC OR EQUIV. 2' -6" II I 5' -0" BURY BOTTOM OF FABRIC 4 _ _ _ _ _ _ _ fl- MATERIAL IN 8" BY 12" TRENCH 16' MAX I u u FILTER FABRIC MATERIAL 6" 2" BY 2" BY 14 GA. WIRE lit FABRIC OF EQUIV. 15. ANY PERMANENT RETENTION /DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. NOTES: 1. FOR SHEET RUNOFF OR FOLLOWING DISCHARGE FROM A SEDIMENT TRAP OR POND. 2. MAXIMUM SLOPE STEEPNESS PERPENDICULAR TO FENCE LINE IS 1:1. 3. MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO THE FENCE OF 100 FT. 4. IF 507 OR LESS OF THE SOIL, BY WEIGHT, IS FINE PARTICLES SMALLER THAN THE U.S. STANDARD SIEVE NO. 200, THE EOS SHOULD BE EQUAL TO OR SMALLER THAN THE SIEVE SIZE THAT 857 OF THE SOIL CAN PASS THROUGH. 5. THE TRENCH SHALL BE BACKFILLED WITH 3/4" MINIMUM DIAMETER WASHED GRAVEL. OFFE ENGINEERS �4y L �F� Qom• !� a 13932 SOUTHEAST 159TH PLACE - RENTON, WASHINGTON 98058 PHONE: 425- 260 -3412 • Ik "fi0 CONTACT: DARRELL OFFE, P.E. FSSi�u' f�i NOTE. EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG. 1- 800 - 424 -5555 INSTALL 4' HIGH CONSTRUCTION "ORANGE" FENCING ALONG PROPERTY BOUNDARY TO BE CLEARED (TYPICAL) 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. DUST CONTROL MEASURES WILL BE APPLICABLE. INSTALL FILTER FABRIC FENCING PER CITY INSTALL 4' HIGH CONSTRUCTION "ORANGE" FENCING ALONG PROPERTY BOUNDARY TO BE CLEARED (TYPICAL) RVEY CITY OF SIiE S&MAPPING xonvnxrx; as .ay�cu. '� � SCALE D.L OFFE, P.E. ..0 RENTON D.L OFFE, P.E. I a�.� DATUM c •* Planning /Building /Public Works Dept. s xor ac xc+. 12/19/2013 NO. REVISION BY DATE APPR GRAPHIC SCALE 0 10 20 40 1 inch = 20 feet I R- 371003 RE 0 M PROVAL By. Date, IlLsily By. Date, By. Date. By- Date. NE 7TH NORTH SHORT PLAT 09/20/2013 KRRV DEVELOPMENT, LLC GRADING / EROSION PLAN 3506 NE 7th STREET 3 '11 I EkFIN I 1111N y z J w oe � to � nx O 3 W Cam^ H 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE PROVIDE 3/4" - 1.5" 12.. SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE WASHED GRAVEL BACK UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. IN TRENCH AND ON BOTH TH SIDES OF FILTER FENCE FABRIC ON 8° MIN. 6. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY THE SURFACE. AFTER EACH RAINFALL AND AT LEAST DAILY DURING 2" BY 4" WOOD POST PROLONGED RAINFALL. ANY REPAIRS SHALL BE MADE ALT: STEEL FENCE POSTS. IMMEDIATELY. BRUSH BARRIER oss FILTER FABRIC FENCE DETAIL NTS - OFFE ENGINEERS �4y L �F� Qom• !� a 13932 SOUTHEAST 159TH PLACE - RENTON, WASHINGTON 98058 PHONE: 425- 260 -3412 • Ik "fi0 CONTACT: DARRELL OFFE, P.E. FSSi�u' f�i NOTE. EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG. 1- 800 - 424 -5555 INSTALL 4' HIGH CONSTRUCTION "ORANGE" FENCING ALONG PROPERTY BOUNDARY TO BE CLEARED (TYPICAL) 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. DUST CONTROL MEASURES WILL BE APPLICABLE. INSTALL FILTER FABRIC FENCING PER CITY INSTALL 4' HIGH CONSTRUCTION "ORANGE" FENCING ALONG PROPERTY BOUNDARY TO BE CLEARED (TYPICAL) RVEY CITY OF SIiE S&MAPPING xonvnxrx; as .ay�cu. '� � SCALE D.L OFFE, P.E. ..0 RENTON D.L OFFE, P.E. I a�.� DATUM c •* Planning /Building /Public Works Dept. s xor ac xc+. 12/19/2013 NO. REVISION BY DATE APPR GRAPHIC SCALE 0 10 20 40 1 inch = 20 feet I R- 371003 RE 0 M PROVAL By. Date, IlLsily By. Date, By. Date. By- Date. NE 7TH NORTH SHORT PLAT 09/20/2013 KRRV DEVELOPMENT, LLC GRADING / EROSION PLAN 3506 NE 7th STREET 3 '11 I EkFIN I 1111N y z J w oe � to � nx O 3 W Cam^ H N m LO O O @7 T H Q J O 2 Ir2 F- O z t W z FIXED OBJECTS SITUATED IN THE LOCATION OF THE PROPOSED ACCESS MUST BE RELOCATED AFTER OBTAINING OWNER APPROVAI NO INDIVIDUAL DRIVEWAYS WILL BE ALLOWED OFF OF NE 7TH STREET ALL UTILITIES SERVICING THE SITE SHALL BE UNDERGOUND LOT DRAINAGE NOTES: SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON TI CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST MANAGEMENT PRACTICES AS LISTED IN THE TABLE BELOW AS WELL AS ANY DECLARATION OF COVENANTS AND GRANTS OF EASEMENT. COMPLIANCE WITS STIPUTAION MUEST BE ADDRESSED IN THE "SINGLE FAMILY RESIDENCE BUILD PERMIT DRAINAGE REVIEW" WHEN ANY APPLICATION IS MADE FOR A BUILDINC FOR THE LOT. SEE SHEET 5 FOR DETAILS. LOT NUMBER BMP TYPE 1 PERF. PIPE CONNECTION & 75' GRAVEL FILLED TRENCH 2 PERF. PIPE CONNECTION & 75' GRAVEL FILLED TRENCH 3 PERF. PIPE CONNECTION & 75' GRAVEL FILLED TRENCH 4 PERF. PIPE CONNECTION & 75' GRAVEL FILLED TRENCH b. COMPLIANCE WITH THE BMP REQUIREMENT MUST BE ADDRESSED IN THE SINGLE FAMILY RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN AN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT. c. ALL CONNECTIONS TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA A PERFORATED PIPE CONNECTION. d. ALL INDIVIDUAL FLOW CONTROL BMP's SHALL BE PRIVATELY OWNED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT wl ZI J Of W �I �I VERT. CURB & GUTTER IN 26' ACCESS & UTILITY EASEMENT LLJ O I IZ �' �I� IJ Flo C) IH Iw > Uld hl 15.0' 1 1 .0' Icn hl 10' 10' jw I �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 OLYMPIC AVENUE NE OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425- 260 -3412 CONTACT: DARRELL OFFE, P.E. J O 0 3 STA. 22 +47.0 395: .............:............ o.' ......................................................:..... ..........:...............:.... 395 END PRIVATE SECTION ...........:...............:...... .........:...............:..... a----- - - - - -- N ---- ----- - +2A3% x 390. _ __ -_ -- - - - -- IL. _...... - - - - - 390 ii i II 0 ___'___pR0 ... ..........:...._...IL...;_L_L._ , _.�._ GRgT ------ - P— S— E— Q—SS— _ 385 CB 4 PE- 1------- :=- - -- -- ` - --I-J i 385Ea39G.50 ..... IE= 385.60; 12" II IE= 386.10; 6" OLYMPIC AVENUE :NE I / CRA9 TYPF 1 �STEE E NAL 12/19/2013 N0. REVISION 21 +00 22 +00 �w' CITY OF SITE SURVEY &MAPPING x9�o,.ru: ,�.� ,��w, SCALE yr D.L OFFE, P.E. rl RENTON 9RM D.L OFFE, P.E. uF .,w DATUM Planning /Building /Public Works Dept. F NJF QE 9311 BY DATE APPR � y VS SHOWN HEREON ARE ALL BE THE CONTRACTOR'S 1INE THE EXACT VERTICAL AND 4LL EXISTING UNDERGROUND NCING CONSTRUCTION. NO THAT ALL EXISTING UTILITIES ENGINEER ASSUMES NO TIES NOT SHOWN OR UTILITIES ER LOCATION. 00- 424 -5555 . _= 311004 ADA COMPLIANT ASPHALT RAMP EAST END OF SIDEWALK GRAPHIC SCALE 0 10 20 40 1 inch = 20 feet ppppRECO�MMEN, DE{{{}}}DFOR APPROVAL By. Dnte. l LS By. Date. By. Date. Byl Date, NE 7TH NORTH SHORT PLAT KRRV DEVELOPMENT, LLC ROAD /STORM PLAN /PROFILE 3506 NE 7th STREET Cv;R rC-o4 09/25/2013 — 4 °11 ❑7 1 y z m wz G o O z n tax O m y� W`J a Q I . M I ........ 400 ............ . I ..... ...��. . . I . . ....... . .......... .... . .............M M .. . . ...... 400 Q . . . ii i II 0 ___'___pR0 ... ..........:...._...IL...;_L_L._ , _.�._ GRgT ------ - P— S— E— Q—SS— _ 385 CB 4 PE- 1------- :=- - -- -- ` - --I-J i 385Ea39G.50 ..... IE= 385.60; 12" II IE= 386.10; 6" OLYMPIC AVENUE :NE I / CRA9 TYPF 1 �STEE E NAL 12/19/2013 N0. REVISION 21 +00 22 +00 �w' CITY OF SITE SURVEY &MAPPING x9�o,.ru: ,�.� ,��w, SCALE yr D.L OFFE, P.E. rl RENTON 9RM D.L OFFE, P.E. uF .,w DATUM Planning /Building /Public Works Dept. F NJF QE 9311 BY DATE APPR � y VS SHOWN HEREON ARE ALL BE THE CONTRACTOR'S 1INE THE EXACT VERTICAL AND 4LL EXISTING UNDERGROUND NCING CONSTRUCTION. NO THAT ALL EXISTING UTILITIES ENGINEER ASSUMES NO TIES NOT SHOWN OR UTILITIES ER LOCATION. 00- 424 -5555 . _= 311004 ADA COMPLIANT ASPHALT RAMP EAST END OF SIDEWALK GRAPHIC SCALE 0 10 20 40 1 inch = 20 feet ppppRECO�MMEN, DE{{{}}}DFOR APPROVAL By. Dnte. l LS By. Date. By. Date. Byl Date, NE 7TH NORTH SHORT PLAT KRRV DEVELOPMENT, LLC ROAD /STORM PLAN /PROFILE 3506 NE 7th STREET Cv;R rC-o4 09/25/2013 — 4 °11 ❑7 1 y z m wz G o O z n tax O m y� W`J a VS SHOWN HEREON ARE ALL BE THE CONTRACTOR'S 1INE THE EXACT VERTICAL AND 4LL EXISTING UNDERGROUND NCING CONSTRUCTION. NO THAT ALL EXISTING UTILITIES ENGINEER ASSUMES NO TIES NOT SHOWN OR UTILITIES ER LOCATION. 00- 424 -5555 . _= 311004 ADA COMPLIANT ASPHALT RAMP EAST END OF SIDEWALK GRAPHIC SCALE 0 10 20 40 1 inch = 20 feet ppppRECO�MMEN, DE{{{}}}DFOR APPROVAL By. Dnte. l LS By. Date. By. Date. Byl Date, NE 7TH NORTH SHORT PLAT KRRV DEVELOPMENT, LLC ROAD /STORM PLAN /PROFILE 3506 NE 7th STREET Cv;R rC-o4 09/25/2013 — 4 °11 ❑7 1 y z m wz G o O z n tax O m y� W`J a N LO O tl7 4� J n F- IZ O U) Cr O L 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 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 COTY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOTT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOTTING DRAINS, DRVIEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURAFCE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THIER INTENDED USE. EACH OUTLET SHALL HAVE FREE- FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT HIGH, 2 "x4" STAKE MARKED "STORM" OD "DRAIN ". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON- METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT /CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO OTHER UTLILITES (e.g. POWER, GAS, TELEPHONE, TELEVISION). 22 F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT /HOME OWNER. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23. ALL DISTURBED AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPCITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND /OR LIABULTY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE PUBLIC WORKS DEPARTMENT, TRANSPROTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1 -07 -23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT 6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS RMC 4 -3 -050). C.2.2 FULL INFIL17RATION FIGUREC.22A TYPICALTRENCIILNFffi I 110NSYSFEa4 If PLAN VIEW omen NTS 4"rigelor6nexmle ............. ..................... ....... .�� perlare[etl Pipe mflVaton irerrl, sump w/sotitl IM PLAN VIEW rld� NTS overflow 4' rigid or e'Ibxible perforated Pi spry, dpak . r' pe 6^ washed rack rl Z.C.- o min SA'min i 12'314' ti' C °oo @'min ...... - - -- .v..n.......^ Afwemes, \-CBsumpw /saidlid a es falter Isom - -, oampaaetl ba idil 4'r9,dorTilexible pipe 24" 70 ou V `a0 °pain 0 wasned rack Ir �p°oo Oai^s IW_3I. I o "o,yOV•. L�'-z4• I SECTION A NITS 2009 Su [fxc H'ue[ikSg,MmuN- AppTOizC 19/2009 GRAVEL - FILLED TRENCH - LIMITED INFILTRATION 30' 8' LANDSCAPE - STRIP CATCH BASIN & STORM PIPE NE 7th STREET N.T.S. WE Iw IZ 1., Z to SAW CUT - 4" MIN. CLASS "B" ASPHALTIC CONCRETE PAVEMENT- 2 -2" LIFTS REQUIRED 6" MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY GEOTECH BASED UPON FIELD CONDITIONS. - - -�- cam"_- I---- --J��_ �- I \ I - -� -- DRIVEWAY -Ww -� - - -- I NOTES 1. When the driveway width exceeds 15 feet, construct a full depth expansion joint (see Standard Plan F -3) with 3/8' joint filler along the driveway centerline. 2. Construct expansion pints parallel with the centerline as required of 15' maximum spacing when driveway widths exceed 30'. See Std. Plan F -3 for sidewalk details. 3. Curb and gutter shown, see the Contract. Plans for the curb design specified. See Std. Plan F -1 for curb details. 4. Avoid placing drainage structures, junction boxes or other obstructions in front of driveway entrances. 5. When driveway approaches are constructed in a commercial zone, the concrete driveway entrance shall be thickened from 6 inches to 10 inches. This includes concrete approach Types 1 -4, sidewalks constructed behind the driveway apron, and the curb and gutter associated with each driveway approach. 6. Sidewalks at driveway approaches and driveway apron to be 6' min. depth of carrots. DRIVEWAY Y (BY OTHERS) CEMENT CONCRETE SIDEWALK WHERE SHOWN Z pp , \ IMPERVIOUS AREA Z TOWARDS PERFOF7 €0�� o I -- -PIPE CONNECTION (TYP.) - it CD U LUOf I 500 FEI f OF IMPESQ. RVIQ�US AREA \ DOWNSPOUT IL a TO EACH TRENCH (TYP.) \ \V (TYP,) J O I n4 ow 1 5' 1 i Ln In � I 2 EACH/ 37.5' GRAVEL FILLED TRENCH PER DETAIL LEFT TYPICAL HOUSE BMP PLAN CRAWL SPACE ELEVATION TO BE ABOVE OVERFLOW ELEVATION OF TRENCH IMPERVIOUS MITIGATION: (A) 1,000 SQ. FEET TO BE CONVEYED TO GRAVEL FILLED TRENCHES; (B) BALANCE OF HOUSE /PAITO /PORCH TO BE CONVEYED TO PERFORATED PIPE CONNECTION TO STORM SYSTEM; (C) PRIVATE ROAD MITIGATION PROVIDED AS PART OF SHORT PLAT IMRPOVEMENTS OFFE ENGINEERS tiL• L••D� �;'�N MIISi/y,�:nY SITES URVEY &MAPPING sevc Iasa�ir•aw:r ones@ s�wh qm: oy.� SCALE il, CITY OF 13932 SOUTHEAST 159TH PLACE D.L. OFFS, P.E. RENTON pR eJL RENTON, WASHINGTON 98058 DATUM z74ao D.L. OFFE, P.E. p,E naf PHONE: 425- 260 -3412 ��o'GygTER6��• Planning /Building /Public Works Dept. CONTACT: DARRELL OFFE, P.E. SS %pNAL'•EN N0. REVISION BY DATE APPR ""rte ac.c e°`A'"ea`y 12/19/2013 y ,?I- �apSrvY CEM. CONC. CURB & GUTTER (SEE NOTE 3) DRIVEWAY ENTRANCE SIDE SLOPE (TYP.) DEPRESSED C\O5'(�QF. CURB EE NOTE 3T',ER SIDEWALK & DRIVEWAY APRON \ (SEE NOTE 6) CEMENT CONCRETE DRIVEWAY N.T.S. R- 311005 C2.I1 PERFORATED PIPE CO.NNECOON O TEXT OF INSTRUCTIONS Your property wnlains a stwmwater management flow annual BMP (best management practical celled a 'pedorimm pipe cannectbn," whlch was in� to reduce The stormwater mroff impacts of some ar all d the impervious sudam on your properly. A parlorsted pipe oomecaon Is a length of drainage conveyance Pipe with holes In the bottom, designed to' leak' runoff. conveyed! "a pigs into a gravel filed bench where itcom be soaked Into the surrounding ads. The wrmeo4an is mended w provksa opWnurity fw lithratlon of any runoff that Is being conveyed from an impervious surface (usually a roof W a local drain s tern such as a dutch or s stem. age Ys roadway pipe Y The size and wmposi6an of the pmonded pipe mnancxxi as depickd by the flow control BMP site plan aral design delalis must be maintained and may not be changed without written approval enter from ire King County Water and Land Resources Division or trough a future development permit from King County. The roll overtop of the perforated "an of to symorn must rot be compacted or covered wit impervious matedais. FIGLREC.2.ILA PERFORATED, PIPE. CONNECTION FOR A SINGLE FAARLY RESIDENCE ' random fill filler fabric v, 6' Pod Pips to min 0- 1 4i -Irl m washedrk nova I1t'aa °i vG�:. °ec p M- 24' ni TRENCH X- SECTION NTS slope to mad drainage system 2'X 10' level bench Vdped pipe PLAN VIEW OF VIEW OF ROOF NTS 2009SCdxe Wen rvt,o Manual- Appatlix C cs1 PERFORATED PIPE CONNECTION NE 7TH NORTH SHORT PLAT KRRV DEVELOPMENT, LLC DETAILS 3506 NE 7th STREET C�= 02'3��aos DQ 10/20/201 5 ° 1111 11L-Is y z wz 00 � �x MID y W r O TIME OE PUI PING F'Et?MIf I.AN25CAPIN6 TO PlE IN5TA1I 1? A5 FAP.T OF PLAT IMPROVEMENT5 NO 5TPEEf TEE5 PIUE TO E451%4 WATER MAIN IN tANP5CAM 5THI' 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. MONTYMP fffE 5, TYPICAL. IN5fALl, AT TIME OF 6UILPING FEW EXI511NG MlE TO 6E MfAJ EI7, TYPICAL 2' SPECIFIED TREE STAKE(S)- INSTALL "TREE BOOT' OR- 'ARBORGARD' IN LAWN AREAS. PLANT TREE 1' -2' HIGHER — THAN IN NURSERY WATERING BASIN UNDISTURBED GROUND — 12' MIN. FOR WOOD - STAKES & 18' FOR REBAR STATE OF WASHINGTO D LAND CT !n Z J&FI1 VAR CERTIFICATE Na 774 V) W ry R- 311006 STAPLE TREE REINFORCED RUBBER HOSE OR VINYL W /16 GA WIRE TES OR APPROVED EQUAL DETAIL PRUNE DISEASED AND BROKEN BRANCHES HOSE & WIRE TIES, SEE OErAIL ABOVE REMOVE BINDING TWINE & TOP 1/3 OF BURLAP. 2' SETTLED DEPTH WITH SPECIFIED MULCH I'ERTIUZER TABLETS (4 -21 GRAIA- 20 -10 -5) I!Sii�r DRAINAGE PRIOR TO PLANTING. NOTE DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES DECIDUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE PLA1" 5CHML� 13OfANICAL NAMP COMMON NAME QTY 51Z5 FWAP•K5 frl�f5 y Po-wla jacquemAj* Jacquemontii Birch 3 211 cal Full and Matchinq Acer freemani 'Autumn Blaze'* Maple 2 2'' cal Full and Matchinq Pyru5 calleryana 'Capf al's I IoWerinq fear 3 2'' cal Full and Matchinq Acer palmatum '131ooJgood''- Vine Maple 2 6' ht Full and Matching 4 TOrk LOTS X 2 TkFF5/ I.Of MINIMUM - 81P51�5 fQUIII 10 V5 5 PI;OVIPFP *Con5idered dreught tderarrt in Pacific Northwest once e5tabll5hed 5HP\05 and 2,0UNP COM\ O Viburnum davidii� ® Nelictotrichon 5,mperviren5*- \ Arcto5taphyllos uva -ur5i*- 0 Lawn David Vibumum 10 1 qallon Full and Matchinq Glue Oat Grass 5 I gallon Full and Matchinq Kinnikinnik 60 1 gallon Full and Matchinq/ Plant 30" o,c, lial O V z 0 U \ Cn Q L -01 D N01I 5CA F 120- 20' -0 22'' 6411 5NF�f s "� 1 O OF 11 cD' 2 -3-1 1 Ut l� Z Z '<V z y m U Z o O w o 1� 5 r D -� I✓ z y wz 00 mzy O J V) y � 'J r y y d 1 0 1 W u� O N W E S GRAPHIC SCALE 10 0 10 20 40 11NCH = 20 FT LEGAL DESCRIPTION LOT 9, 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, WASHINGTONACCEPTED ABEARING OF S 88 °49'07' 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 NNO 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 JULY 2013 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS AND AS -BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. 5. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED. G:\UaaHEft bgancm \Deekbp1511e 1l §QjZj -MILLEAVIm,pp.PNG VICINITY MAP i. i5' I I I ND I ,� NO. a ?,to �y� I 16 1 Qeegl ° VERTICAL DATUM & CONTOUR INTERVAL FOUND MONUMENT' AS DESCRIBED n °m a C CORNER ® ELEVATIONS SHOWN ON THIS DRAWING WERE ® GAS METER (9 i ® CATCH BASIN DERIVED FROM INFORMATION PROVIDED BY THE STORM DRAIN MANHOLE QSANITARY SEWER MANHOLE N or'� jQ FIRE HYDRANT CITY OF RENTON. WATER METER —I— HOGWIRE FENCE y -�,, APPROXIMATE LOCATION SANITARY �, /n^ SEWERLINE r APPROXIMATE LOCATION STORM —SD— DRAIN LINE —X— CHAINLINK FENCE ® W DATUM POINTIDNO.721 WOOD FENCE CD Y U GO O Z 1 MONUMENT IN CASE AT THE INTERSECTION OF NE Of C \�`� i Lli 7TH STREET AND MONROE AVENUE NE. W I-- ELEVATION: 381.600 FEET (116.312 METERS) NAVD Z 0 �� 66. v \ \ Z W W 2.0'CONTOUR INTERVAL -THE EXPECTED _ - - ® > VERTICAL ACCURACY IS EQUAL TO 112 THE aPo CONTOUR INTERVAL OR PLUS I MINUS 1.0' FOR Z n �� I Q THIS PROJECT. W $I IN � �? Z N IN wl W Y Q = W z W 218 W =e LFOUIDTACK& 0�/ SSMH c LL FOUND TACK& RIM= 413.7T- INV Z LEAD IN — MONUMENT CASE O LEAD IN G MONUMENT L G O CASE I OH N O \ t1HU� —� OHU \ I \ LEGEND 0 FOUND MONUMENT' AS DESCRIBED n °m SET REBAR & CAP (38964) AT PROPERTY C CORNER ® POWERMETER ® GAS METER (9 OIL FILL ® CATCH BASIN ® STORM DRAIN MANHOLE QSANITARY SEWER MANHOLE N WATERVALVE jQ FIRE HYDRANT 1B WATER METER —I— HOGWIRE FENCE —SS— APPROXIMATE LOCATION SANITARY �, /n^ SEWERLINE r APPROXIMATE LOCATION STORM —SD— DRAIN LINE —X— CHAINLINK FENCE ® CONCRETEWALL —o— WOOD FENCE ® ROCKERY - ASPHALT SURFACE CONCRETE SURFACE GRAVEL SURFACE CE CEDAR DF DOUGLAS FIR PROJECT INFORMATION SURVEYOR: SITE SURVEY &MAPPING, INC. 21923 NE 11TH STREET SAMMAMISH, WA 98074 PHONE: 425.298.4412 PROPERTY OWNER: KRRV DEV, LLC P.O. BOX 908 RAVENSDALE, WA 98051 TAX PARCEL NUMBER PROJECT ADDRESS: ZONING: JURISDICTION: PARCELACREAGE: 801110 -0045 3506 NE 7TH STREET RENTON, WA 98056 R -8 CITY OF RENTON 28,657 S.F. (10.658 ACRES) AS SURVEYED R=37 100b LL Lo Z z ce) N a C7 C) 'W'^ VJ r ,W VJ >r Z C ya I o"-$ N s a r n` Q z K 0 O S rc Q 0 LL w EFJ n °m TNW C ; i F- B U D_ O c J a� - 0 > N u/ �, /n^ o r 3 Q z K 0 O S rc Q 0 LL w EFJ CHECKED BY: TNW W 7 -17 -2013 i F- U D_ O c J ~ w 00 a = o r 3 Q Z 0 CD Y U O Of C M O I-- 'o a n N Y 1 N PROJECT NO. 13-296 DRAWN BY: EFJ CHECKED BY: TNW W 7 -17 -2013 i F- U D_ O c J ~ w 00 = o r 3 Q Z 0 CD Y O Of M O I-- PROJECT NO. 13-296 DRAWN BY: EFJ CHECKED BY: TNW DATE: 7 -17 -2013 SHEET 11 OF 11 y z m H wz �0 1 m S O J CA O o -' y W Cam^ y I� 1 FOUND TACK& LEAD IN MONUMENT CASE 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 SHORT PLAT RENTON, WASHINGTON LAND USE PERMIT # LUA13-001131, SHPL-A LEGAL DESCRIPTION: LOT 9, BLOCK 1, STEWART'S HIGHLAND ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 43 OF PLATS, PAGE 17, RECORDS OF KING COUNTY, WASHINGTON SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. ADDRESS: 3506 NE 7th STREET, RENTON,WA 98056 KING COUNTY PARCEL#: 801110-0045 z�� W M LdZ o ¢io w z O D- a Z 0IC6 �I(o It BASIS OF BEARING: THE PLAT OF STEWART'S HIGHLAND ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, IN KING COUNTY, WASHINGTON.ACCEPTED ABEARING OF S 88'4907° E FOR NE 7TH STREET BASED ON FOUND MONUMENTS IN CASE. VERTICAL DATUM & CONTOUR INTERVAL 1. ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM INFORMATION PROVIDED BY THE CITY OF RENTON. 2. POINT ID NO. 721 MONUMENT IN CASE ALATHr INTERSECTION OF NE 7TH PI,4CE AND MONROE AVENUE NE. ELEVATION:=381.600 FEET (116.312 METERS) NAVD 88. 3. 2.0' CONTOUR INTERVAL - THE EXPECTED -VERTICAL ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL OR PLUS / MINUS 1.0' FOR 7- THIS PROJECT. OFFE ENGINEERS �tiL L aFP 13932 SOUTHEAST 159TH PLACE - Z RENTON, WASHINGTON 98058 PHONE: 425-260-3412 Ao ,%F 2J480 m ' CONTACT: DARRELL OFFS, P.E. 31 NO. 30, I 12 w 7 Z � LL, 00 zIo Q Z z wILn 7 u) o n VICINITY MAP TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY SITE SURVEY & MAPPING, INC. OFFE ENGINEERS, PLLC ASSUMES NO LIABILITY FOR ACCURACY OR COMPLETENESS. IMPERVIOUS AREAS: EXISTING = 5,343 SQUARE FEET DEVELOPED = 17,691 SQUARE FEET 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 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 LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED. SITE SUR/Ey&MAPPING `�'""'"" w 1 O nP SCALE D. MMRdifM: we ,cw iuul D.L. OFFS, P.E. D.L OFFE, P.E. PC MPI DATUM � AT ML SGVE F NOf QE MPI REVISION BY DATE APPR �""0t01a'"'T CONTACT INFORMATION DEVELOPER: KRRV DEVELOPMENT LLC ATTN: KYLE MILLER P.O. BOX 908 RAVENSDALE, WASHINGTON 98051 OFFICE PHONE: 425-432-5932 FAX NUMBER: 425-271-8203 EMAIL: kylemiller®admre.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: SITE SURVEY & MAPPING, INC. ATTN: TOM WOLDENDORP, PLS 10115 214TH AVENUE NE REDMOND, WASHINGTON 98053 OFFICE NUMBER: 425-298-4412 TABLE OF CONTENTS SHEET NUMBER 2 3 4 5 6 7 8 9 10 11 o TI TLE COVER SHEET LAYOUT GRADING / EROSION CONTROL ROAD / STORM PLAN & PROFILE DETAILS/NOTES SEWER PLAN & PROFILE SEWER DETAILS / NOTES WATER PLAN & PROFILE WATER DETAILS / NOTES LANDSCAPE PLAN LO -1 TOPOGRAPHIC SURVEY &M CITY OF iAN RENTON Planning/Building/Public Works Dept. f\B' g- 3_7/001 C D R-311009 D FOR APPROVAL By: 0 Date: ( LS / gam,NE 12TH STREET Date: By:''�l� PROJECT By: ;J�S;� ATION w ro a z w w 0 z Zu ' W w NE 7TH ST. Luz w Ld z �w ¢ w 0 cy z z O 0 � z 0 NE 4TH STREET TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY SITE SURVEY & MAPPING, INC. OFFE ENGINEERS, PLLC ASSUMES NO LIABILITY FOR ACCURACY OR COMPLETENESS. IMPERVIOUS AREAS: EXISTING = 5,343 SQUARE FEET DEVELOPED = 17,691 SQUARE FEET 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 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 LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED. SITE SUR/Ey&MAPPING `�'""'"" w 1 O nP SCALE D. MMRdifM: we ,cw iuul D.L. OFFS, P.E. D.L OFFE, P.E. PC MPI DATUM � AT ML SGVE F NOf QE MPI REVISION BY DATE APPR �""0t01a'"'T CONTACT INFORMATION DEVELOPER: KRRV DEVELOPMENT LLC ATTN: KYLE MILLER P.O. BOX 908 RAVENSDALE, WASHINGTON 98051 OFFICE PHONE: 425-432-5932 FAX NUMBER: 425-271-8203 EMAIL: kylemiller®admre.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: SITE SURVEY & MAPPING, INC. ATTN: TOM WOLDENDORP, PLS 10115 214TH AVENUE NE REDMOND, WASHINGTON 98053 OFFICE NUMBER: 425-298-4412 TABLE OF CONTENTS SHEET NUMBER 2 3 4 5 6 7 8 9 10 11 o TI TLE COVER SHEET LAYOUT GRADING / EROSION CONTROL ROAD / STORM PLAN & PROFILE DETAILS/NOTES SEWER PLAN & PROFILE SEWER DETAILS / NOTES WATER PLAN & PROFILE WATER DETAILS / NOTES LANDSCAPE PLAN LO -1 TOPOGRAPHIC SURVEY &M CITY OF iAN RENTON Planning/Building/Public Works Dept. f\B' g- 3_7/001 C D R-311009 D FOR APPROVAL By: nRE�C�OMMEND /W.VJ Date: ( LS / By: Date: By:''�l� Date: By: hay &44L/ Date: i I n/ I9' NE 7TH NORTH SHORT PLAT KRRV DEVELOPMENT, LLC COVER SHEET 3506 NE 7th STREET 12- I Oc) 1 09/20/2013 000 N z J wz 00 � m t7 5 o �Y �O ro a 0 N L(7 0 O M A PORTION OF THE NW 1/4, SE 1/4, SECTION 9, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON MONROE AVE NORTH INT'X MONUMENT FOUND TACK & LEAD IN MONUMENT CASE STA. 10+00, NE 7TH STREET 4NEzC__ NEWPORT I I I 30LF.. 12" C-900 OS=1.00% W/SOLID LOCKING LID RIM=385.40 IE=382.37. 12" ..............395 .............. ........... :...... .....:. .... ......... : ........ ....... .... ... .... ...... ........... ........... .......... ....... 395 ... ......... fam.fPEC.efaAl �W'111 1r ry�m.� NO PROilE WN1cYC 1C mT0.83'FL.lN1$1) GRA CEN OF PIPE AT CENTERLINE ............... .........90 390` .... ............ ....... .... ... .. ........ .. ....... ... ..... ...DE ...... .......... .. �.��-"'N-12®5�5A2 ... .... ................. MAINTAIN 24" COVER _- --g�F•. - CB# PE -- ' G33242385EE81 1". .. 385 ................. WILE, 12" C-900 CS=1.00% ..._.........380...._.........._ .............................................. ..i_.. ..... 8 .1 TYPE..7.._ .............._................ ... .....th.......... NE STRE ............_... _.._........... ..... 1 ....................._..._........3ao............... CB W SOLID LOCKING LID GRA 9.30 RIM = 384.37' RIM=385.40 = IE 3$4.67, 12 N W) INV 1z" SW = 382. IE=382.37, 12" IE= 12 386 30 "�E) 14{00 INV 6" E = 382.07' 15+00 16+00 17+0018100 INV 6" N = 3$2.07' CONTRACTOR NOTE EXISTING WATER MAIN TO BE AS -BUILT PRIOR TO CONSTRUCTION TO VERFIY HORIZONTAL SEPERATION TO NEW STORM LINE g A5f au I VV'V'T 7ftwfo1 bA I STA. 17+15.46 15.17' LT. CB 2, TYPE 1 GRATE =359.30 IE=384.67, 12" N,W) IE=386.30, 12"�E) I I 30' I 30' 1 CB (4 - SEE SHEET 4 QV{MP(l4 26� PJ51.IL 4Wk1E.Z 1 — 7+2498 + "T""NR AVENUE NE A%b wA rTeiz wA, E:w N'r' Ool ! N00'09'34"W 299.06' - - I - 70.00' - - — - - - - 65.00' � rDjI 82.0& 82.00' Vi Ln 26' ACCE S ANEASEMENT __---------- 116.4- 44.55' z �'I--'00Rl Ix 9' UTILITY EASEMENT ---- OR ---------- o000 6_ _�______________� .vms5 / rnan IN +� W N O N ` N os z �" I �,c'QQ.� o ti 1;� �J• i�in �o 00 \,0"� c3 n�i 1 m ro,Iry X01 C3 c� mo o ------' m C I 9 ti p�0 5Q• 0 20' 0� c3Q• �' 1• 1EL rn m n I a LN 10 i v ti Q' o i I o I O 6'NNti 106 61 05 N o t o I L O 1`N9h 11 �,T I 70.00'65.00' 82.00' 82.00' O -- — N00'09'34"W 299.00' t 1 FENCE WALL AND HEDGES LD SETBACK LINES PER CITY z HOUSE NUMBER TYP. 3s SEM CODE. STA. 18+04.0 15.17' LT. CB 3, TYPE 1 GRATE=394.12 IE=391.12, 12" I OFFE ENGINEERS �yv L' �F� P�rF �l'Ti'o y SE S�fiURVEY&MAPPING � SCALE 13932 SOUTHEAST 159TH PLACE q�, - mo L OFFE, P.E. RENTON, WASHINGTON 98058 �/2SJ4TE0W ✓'G� D.L OFFS, P.E. PHONE: 425-260-3412 wM cL CONTACT: DARRELL OFFE, P.E. wm 12/19/2013 NO. REVISION BY DATE APPR i �-m�wA we�ianm awa z� m aECTANBuuR AwuBTNPxr secnBN PRECAST BASE SECTION GRAPHIC SCALE 0 15 30 60 1 inch = 30 feet NOTE, EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 R-371010 PIPE ALLOWANCES !IM W1p0Y. rano atl10L aF11S011£91A ft.E1G01O1E1E ,y. •111EINIiE 1S fam.fPEC.efaAl �W'111 1r ry�m.� NO PROilE WN1cYC 1C mT0.83'FL.lN1$1) � SIOaYl.EWER R4einnnc mwrn 1. Aaeusplebk Nbmefvmbtla mbrYaan hfa PRECWBASE BELT". flpa,s Iy6wJ aomMp b fa EW WN Speabib.+ba wecmph tsAq aaiempm s®a/f.l2spwe AVMs psboFYal beawe REASrtuenean N. WW.. v Yanah Ba ALIEbft PRECAST BASESECTIOR. Wes nvN YaA nNMPkaaf htla tnaataub. 2. The laipYaut Oemekrehef tate freaktfun 2P. KmtlmiAsehil hewawlSFivaee ol2•mWmmb2S mmmm. PaNdea l.5" minhmm ®p bNaeen tla gioNauwel aM tla aubka alfa pip. yOI Sa phe kfakNe.®meRepwnkhtmwbrharmaras v/Ah S1agW Spatlpcatlong0/.3. 3. TMmaiM,ondapE,han tlN ONY,etl 9tefabhe beaplpipehwl chill be 4. 4. TlahsreaMgmkmmtbahNeleg REfafNOeawat 5. The F'tuaetBam Sallon meY laleams,tled Sou. atY frrnernmy be sbpw ata Nb al1R4«Neaps. S. TMopetipYWbemeavaetlafnlopa(frpauet Imbmb lm. 7. Ag pkbq take Nal ba pauktlfA alkraa L'aeb lW peen pkmf. S. l'Agre Opseaf ClmdnpaYW McNh moRerhaomgYaaatlt swM 504.3. 9EE NalE1 ALTERNIATNE PRECAST EASE SECTION PUBLIC WORKS CATCH BASIN T"IE-1 SM. PLN - 8W.00 DEPARTMENT MARCH 2008 Q 6CITY OF RR RENTON DATUM Planning/Building/Public Works Dept. /-r3 : i2 37 / 0 10 RECOMMENDED FOR APPROVAL By. Date. j)ti/rel If By, Date- Byi Date- Byl Date - NE 7TH NORTH SHORT PLAT 09/20/2013 KRRV DEVELOPMENT, LLC LAYOUT / UTILITY PLAN & OFF SITE DRAINAGE 3506 NE 7th STREET 2 '11 cam: R� -37/002 so© y z J Nz o n x p J � O NO y � w y EROSION CONTROL NOTES N 1. THESE NOTES SHALL APPEAR FOR PROJECTS — SITE IMPROVEMENTS, SURFACE � WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: (0 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A O PRE—CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, O PUBLIC WORKS DESIGN ENGINEER. M 3. THE BOUNDARIES OF THE CLEARING LIMITSALL 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 Q CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL J PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. I— 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF O 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 THE POTENTIAL FOR ON—SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/ = PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 6. THE EROSION AND SEDIMENTATIONIN ILECS�EW TtQ9Nb111TIQWS PJRAWTIIRG TAME PERMITTEE O INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS Z CONSTRUCTION PROGRESSES AND 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 LLQ TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE Z 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 APPEDIX "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 GREATER, THAT ARE TO BE LEFT UN—WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY NULCH, SODDING, OR PLASTIC COVERING. FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. 2" BY 2" 14 GA. WIRE FABRIC OR EQUIV. z' -s" I I II LIMU 5'-0" RY BOTTOM OF FABRIC 4 ATERIAL IN S. BY 12" TRENCH 11 6' MAX -I1 u u FILTER FABRIC MATERIAL 6" 2" BY 2" BY 14 GA. WIRE lit FABRIC OF EQUIV. 2,_0„ 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1) ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. NOTES: 1. FOR SHEET RUNOFF OR FOLLOWING DISCHARGE FROM A SEDIMENT TRAP OR POND. 2. MAXIMUM SLOPE STEEPNESS PERPENDICULAR TO FENCE LINE IS 1:1. 3. MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO THE FENCE OF 100 FT. 4. IF 50% OR LESS OF THE SOIL, BY WEIGHT, IS FINE PARTICLES SMALLER THAN THE U.S. STANDARD SIEVE NO. 200, THE EOS SHOULD BE EQUAL TO OR SMALLER THAN THE SIEVE SIZE THAT 85% OF THE SOIL CAN PASS THROUGH. 5. THE TRENCH SHALL BE BACKFILLED WITH 3/4" MINIMUM DIAMETER WASHED GRAVEL. OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. NDTE. EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG. 1-800-424-5555 INSTALL 4' HIGH CONSTRUCTION "ORANGE" FENCING ALONG PROPERTY BOUNDARY TO BE CLEARED (TYPICAL) 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. DUST CONTROL MEASURES WILL BE APPLICABLE. INSTALL FILTER FABRIC FENCING PFR CITY INSTALL 4' HIGH CONSTRUCTION "ORANGE" FENCING ALONG PROPERTY BOUNDARY TO BE CLEARED (TYPICAL) 'Biot' ,,, SITE SURVEY&MAPPING SCALE �" j CITY OF Z• D.L OFFE, P.E. RENTON o� x]Iea D.L OFFE, P.E. I uE� I DATUM /STEM;• Planning/Building/Public Works Dept. INAL 12/19/2013 NO. REVISION BY DATE APPR '�+ �""�`001ON0L ^-e:K-1 _-3-,1,a I,' GRAPHIC SCALE 0 10 20 40 1 inch = 20 feet F A PROVAL By. Dnte. IlLslict 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE PROVIDE 3/4" — 1.5"12 Date. „ SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE WASHED GRAVEL BACKFILL'Wft UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON 8° MIN. 6. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY THE SURFACE. AFTER EACH RAINFALL AND AT LEAST DAILY DURING 2" BY 4" WOOD POST PROLONGED RAINFALL. ANY REPAIRS SHALL BE MADE ALT: STEEL FENCE POSTS. IMMEDIATELY. BRUSH BARRIER os FILTER FABRIC FENCE DETAIL NTS — OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. NDTE. EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG. 1-800-424-5555 INSTALL 4' HIGH CONSTRUCTION "ORANGE" FENCING ALONG PROPERTY BOUNDARY TO BE CLEARED (TYPICAL) 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. DUST CONTROL MEASURES WILL BE APPLICABLE. INSTALL FILTER FABRIC FENCING PFR CITY INSTALL 4' HIGH CONSTRUCTION "ORANGE" FENCING ALONG PROPERTY BOUNDARY TO BE CLEARED (TYPICAL) 'Biot' ,,, SITE SURVEY&MAPPING SCALE �" j CITY OF Z• D.L OFFE, P.E. RENTON o� x]Iea D.L OFFE, P.E. I uE� I DATUM /STEM;• Planning/Building/Public Works Dept. INAL 12/19/2013 NO. REVISION BY DATE APPR '�+ �""�`001ON0L ^-e:K-1 _-3-,1,a I,' GRAPHIC SCALE 0 10 20 40 1 inch = 20 feet NE 7TH NORTH SHORT PLAT KRRV DEVELOPMENT, LLC GRADING / EROSION PLAN 3506 NE 7th STREET CD•.2--� 1603 I IE 09/20/2013 avao xa 3 '11 DIS, I❑N t F A PROVAL By. Dnte. IlLslict By. Date. By. Date, By. Date. NE 7TH NORTH SHORT PLAT KRRV DEVELOPMENT, LLC GRADING / EROSION PLAN 3506 NE 7th STREET CD•.2--� 1603 I IE 09/20/2013 avao xa 3 '11 DIS, I❑N t N N co LO O O C+') T H g a. F- CC O 2 O z t .r t` W z FIXED OBJECTS SITUATED IN THE LOCATION OF THE PROPOSED ACCESS MUST BE RELOCATED AFTER OBTAINING OWNER APPROVAL NO INDIVIDUAL DRIVEWAYS WILL BE ALLOWED OFF OF NE 7TH STREET ALL UTILITIES SERVICING THE SITE SHALL BE UNDERGOUND NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL LOT DRAINAGE NOTES: SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST MANAGEMENT PRACTICES AS LISTED IN THE TABLE BELOW AS WELL AS ANY DECLARATION OF COVENANTS AND GRANTS OF EASEMENT. COMPLIANCE WITH THUS STIPUTAION MUEST BE ADDRESSED IN THE "SINGLE FAMILY RESIDENCE BUILDING PERMIT DRAINAGE REVIEW" WHEN ANY APPLICATION IS MADE FOR A BUILDING PERMIT FOR THE LOT. SEE SHEET 5 FOR DETAILS. LOT NUMBER BMP TYPE 1 PERF. PIPE CONNECTION & 75' GRAVEL FILLED TRENCH 2 PERF. PIPE CONNECTION & 75' GRAVEL FILLED TRENCH PRIVATE ROAD INT'X 3 PERF. PIPE CONNECTION & 75' GRAVEL FILLED TRENCH STA. 17+24.98, NE 7th St. 4 PERF. PIPE CONNECTION & 75' GRAVEL FILLED TRENCH STA. 20+00, OLYMPIC AVE. NE CENTER 20' DRIVEWAY APRON. b. COMPLIANCE WITH THE BMP REQUIREMENT MUST BE ADDRESSED IN THE SINGLE FAMILY RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN AN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT. c. ALL CONNECTIONS TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA A PERFORATED PIPE CONNECTION. d. ALL INDIVIDUAL FLOW CONTROL BMP's SHALL BE PRIVATELY OWNED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT VERT. CURB & GUTTER ACCESS & UTILITY EASEMENT �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 OLYMPIC AVENUE NE OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. ADA COMPLIANT ASPHALT RAMP WEST END OF SIDEWALK 1ineNOPODPN"' Z y W Q0 n 0a w z_ N N O n x A .x 4 0a N ca O a a N O O O ?� O O N (V N M M4 4 u) 41 a M M O 0 Om M M M M M M M M M M M M M 611 ......400 .............. x.1....16 ......113.5'........................................................................... ......................................................................................................400 , _ J O 00 3 STA. 22+47.0 END PRIVATE SECTION ......395.(-......._..Ni...._........I.._.� ......... .._....... ..._...._ ._._..... ........... ........... ._.. -- _395, ------------- ----------- i---'�I ...... ......390 .:......2. ......... ..:............_.i........... ___ ---__ _ =.-.-. ........ .......390, 2- 12/19/2013 1 NO. CB 4 EFS--------"---- F90.b0-- . . . ..........i...... ..... ..........:..... IE=385.60; 12" ............ .............................. 385 : IE=386.10; 6" OL+MIMIMQ AVENUE: NE REVISION 21+00 C PIVAT�) 22+00 V) SRE SURVEY&MAPPING ri SCALE xwmaxru: Sri CITY OF i9 o OFFE, P.E. RENTON D.L OFFE, P.E. uwuc Planning/Building/Public Works Dept. .wrorEw. BY DATE APPR Gce : r f71 0 l 2 NOTE, EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG, 1-800-424-5555 ADA COMPLIANT ASPHALT RAMP EAST END OF SIDEWALK R-311012 GRAPHIC SCALE I inch = 20 feet NE 7TH NORTH SHORT PLAT 09/25/2013 KRRV DEVELOPMENT, LLC ROAD/STORM PLAN/PROFILE 3506 NE 7th STREET 4 n:11 CD,R___2.7 -off 1 1 IR1111AID 1 y z n � w z_ n x A .x O �0 as , W D a N O N LO 0 O C17 T Q IL O O L iz 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 CRY 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 CIN. 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 CIN OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTES ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW AND APPROVAL. 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% (PERCENT) DENSITY, STANDARD PROCTOR. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY 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 COTY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOTT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUTIABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOTTING DRAINS, DRVIEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURAFCE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THIER INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2"x4" STAKE MARKED "STORM" OD "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO OTHER UTLILITES (e.g. POWER, GAS, TELEPHONE, TELEVISION). 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, EIC.) 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 CIN PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABLILTY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES PROTECTIVE EQUIPMENT FLAGGERS AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE PUBLIC WORKS DEPARTMENT, TRANSPROTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS RMC 4-3-050). z C2.2 F INTILMtTION FIGURE CMA TYPICAL TRENCH ]INFILTRATION SYSTEM root ` PLAN VIEW aam NTS a oil or pause perf � orated me............................................. '............................................... inklbaaon tte -comp wysolid lid PLAN VIEW nodi drain NTS avedbw a'riydore^llevba %Aay block perforated poe e. weaned rock 9, poCd°gC t'min 5.0'mi, 12'1 j•A. - wG'O'a4 dl . i min )_ ��vares.....Zs..n..°...s r fine mash \_CBwmpw/sdalid A fdterfebric---., T. coroaled backili a'donaed Wexiao °Vn podaeted pipe j 12, vooV wK wasted rack D a o 00� O 1 12'Sd^ if --zap l SECTION A NTS ^-aJ95adacc was D°sl,Msmul-AppadaC 192009 c -Is GRAVEL -FILLED TRENCH - LIMITED INFILTRATION 131 NO. Tal CI. 30' 5' CONCRETES SIDEWALK 8' LANDSCAPE STRIP CATCH BASIN & STORM PIPE NE 7th STREET N.T.S. 'IM 11' fSAW CUT _ _ - _ - _ T _ _ _ _ _ _ - _ - - 4" MIN. CLASS "B" ASPHALTIC CONCRETE PAVEMENT- 2-2' LIFTS REQUIRED 6" MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY GEOTECH BASED UPON FIELD CONDITIONS. I \ I ---WM--I-----WM--�---- DRIVEWAY -I- --STM-.-t'.>- z -----WEI - z .p m O y= 0 z W C' y O O IMPERVIOUS AREA oI TOWARDS PERFOF�€D'� PIPE CONNECTIO14 (TYP.) O ELF - T - - - - a� I LL: 500 OF CL < I TO J -IL 15' 1 1 NOTES: t. When the driveway width exceeds 15 feet, construct a full depth expansion joint (see Standard Plan F-3) with 3/8- pint filler along the driveway centerline. 2. Construct expansion joints parallel with the centerline as required at 15' maximum spacing when driveway widths exceed 30'. See Std. Plan F-3 for sidewalk details. 3. Curb and gutter shown, see the Contract. Plans for the curb design specified. See Std. Plan F-1 for curb detals. 4. Avoid placing drainage structures, junction boxes or other obstructions in front of driveway entrances. 5. When driveway approaches are constructed in a commercial zone the concrete driveway entrance shall be thickened from 6 inches to 10 Inches. This includes concrete approach Types 1-4, sidewalks constructed behind the driveway apron, and the curb and gutter associated with each driveway approach. 6. Sidewalks at driveway approaches and driveway apron to be 6' min. depth of conrete. DRIVEWAY (BY OTHERS) a fit' R t � OpF 16 X CEMENT CONCRETE SIDEWALK WHERE SHOWN 9 SQ. FEI IMP ERVI US AREA \ DOWNSPOUT EACH TRI NCH (TYP.) \ � (TYp,) (p I to 2 EACH, 37.5' GRAVEL FILLED TRENCH PER DETAIL LEFT TYPICAL HOUSE BMP PLAN CRAWL SPACE ELEVATION TO BE ABOVE OVERFLOW ELEVATION OF TRENCH IMPERVIOUS MITIGATION: (A) 1,000 SQ. FEET TO BE CONVEYED TO GRAVEL FILLED TRENCHES; (B) BALANCE OF HOUSE/PAITO/PORCH TO BE CONVEYED TO PERFORATED PIPE CONNECTION TO STORM SYSTEM; (C) PRIVATE ROAD MITIGATION PROVIDED AS PART OF SHORT PLAT IMRPOVEMENTS SITE SURVEY&MAPPINGaamoxr tmme Poi J" SCALE D.L OFFE, P.E. Wall D.L. OFFS, P.E. ac a1w DATUM sr<a� anal s tar era res BY I DATE I APPY I w AL } CITY OF hal RENTON Planning/Building/Public Works Dept. /t q'ta- �i-1(0 ?DRIVEWAY . CONIC. B & GUTTER E NOTE 3) E SIDE SLOPE (TIP.) DEPRESSED CURB & (SEE NOTE 3)ER SIDEWALK & DRIVEWAY APRON (SEE NOTE 6) :TE DRIVEWAY ENTRANCE R'371013 0211 YF1tPoNATFD PIPE CO:WYECHON ❑ TEXT OF INSTRUCTIONS Your property oontains a stormwater managemem fiow'comrd BMP (best management practice) celled a .perforated pipe connecllon,' which was instegad to reduce flnestomwemr mrwif impacts of some or ell of Me impetuous surface on your property. A Perforated pipe connection is a length of drahage conveyance pipe Win holes, in Ne bottom, desigrred to'leal runalf, convwyed "a pipe, Into a gavel filed March where it can be soaked into the surrounding soil. The mraioam Ls lnrerded ro govbooppomutlty for Infiltration of any runoff that is being conveyed from an impervious surface (usually a roof) to a kcal drainage system such sue a doth or roadway pipe system. The sae and composton of the perforated pipe connection as depicted by the now control BMP site plan and design details must be metatarsal and may not be dinged without written approval cher hart We King County Water and Land Resources Division or through a tubae developmem permit hart King County The boll overlap of the peforaed portion of rine system must rot be compacted cr oovered W M impervious materials. FIGURE C.2.11A PERFORATED PD`E 00NN-E(1TON FOR A SINGLE FAMI.Y RESIDE=NCE random fig (igen fabrk 16 o' e'perf pipe ', min 'a^ �' _°_ o0 III] -11/z- 314washed rock 2a' rrin� TRENCH X -SECTION NTS slope to mad drainage system 7X IV level trench wlperf pipe PLAN VIEW OF ROOF NTS YIpJ SMxewmerlksisn Manwil-Appadix C 19/M9 C41 PERFORATED PIPE CONNECTION NE 7TH NORTH SHORT PLAT KRRV DEVELOPMENT, LLC DETAILS 3506 NE 7th STREET cg- a --;Moos I IDIF-IT 10/20/2013 -" 5 ` 11 ILS 1 y z m z .p m O y= 0 y O -3 W C' y O TING TREE f0 6E PMNEP. TYPICAL �ANb5CAPF Wt5 STATE OF WASHINGTO D LAND CT (n Z M 0 CERTIFICATE No. 774 >(n W R-311014 STAPLE TREE REINFORCED RUBBER HOSE OR VINYL W/16 G4 WIRE TIES OR APPROVED EQUAL 4ETAI 51MAR7 LANP5CAPIN6 AGAINST pU3 IC 5TR IEf. 50n LAWN WTH 4" nEPTH OF NEW TOPSOIL. IN5fALl, AT ERONIYAW aiE5, TYPICAL. INSTALL AT TIME OF _ cal Full and Matchirlq `—PRUNE DISEASED AND BROKEN BRANCHES HOSE WIRE SPECIFIED TREE STAKES)NSTALL cal I'loWerinq fear -MEE BOOT' OR IARBORGARD' cal Full and Matchinq DETAIL M 1 ME OE f3UILIING PEPMIT 13UItC7ING PERMIT IN WN ARES. Full and Mabchinq REMOVE BINDING TOME & 70P w C 1/3 OF BURLAP. PLAN TREE HIGHER LAN175CAPING TO nE IN5TALLEI7 A5 PARI" SERV1w-2 THAN IN NURSERY 2' SETTLED DEPTH WITH SPECIFIED MULCH n �j `� OF f LAT IMPFOV�.MENT5 WATERING BASIN (4-21 GRAMZER -20150-5) NO STREET REE517UE f0 EXISTING WATER RAO°OACP '.` ARcv°+�'$o sfdEFl�ZOEI� ' o $oEFYPAu MAIN N LAN175CAPE STRIP SPECIFIED PLANTING SOIL w';_ _ SCARIFY PIANDNG PR 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. RR`nnan TENDED =ROVAL IL 154 TTY__.___ 1DATR El' _. _ 2ATF b� BY_ PLANT 5CHML� 13OfANICAL NAME TM5 13etu1a jacquemAI*- Acer freemani 'Autumn Blaze'*, PITru5 calleryana 'Capital'* Acer palmatum '13loodI UNDISTURBED GROUND — 12' MIN. FOR WOOD — STAKES & 18' FOR REBAR r.13_1*i DRAINAGE PRIOR TO PLANTING. NOTE DO NOT PIERCE TREE ROOTBALL WITH TREE STARES DECIDUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE COMMON NAMP QTl' 51zP IZPMAP,KS Jacquemontii 131rch 3 2" cal Full and Matchirlq Maple 2 2" cal Full and Mabchirq I'loWerinq fear 3 2" cal Full and Matchinq Vine Maple 2 6' ht Full and Mabchinq 4 fOf& L05 X 2 TP.FP5/ LOf MINIMUM - 8 VP 1�5 P�QUIP,�P 10 Tp51�5 PI;OVIplPp *Con5idered dreughb tderart In Pacific Northwest once e5tabli5hed 5NI;UC35 and GpOUNn COV�P\ O Viburnum JI David Viburnum 10 1 qallon Full and Matchinq ® Nelictotrichon 5,mperviren5*- Blue Oab Grass 5 I clallen Full and Matchinq \ Arcto5taphyllo5 uva-ursi*- Klnnikinnik 60 1 gallon Full and Matchinq/ dawn Plant 30" o,c, 0 0 20 40 80 NOI;TN 5c&L 1''-20'-0'' 22" x34" 9ff W 0 wU�\ \v L 01 SHEET 10 OF 11 Q Z y n d Uz o O z y 5 a C N to 11) O O _e) 0 J NE 14 STREET TIE INTO EXIST CB RIM = 386.23 IE = 381.00 12' N. (NEW) IE = 380.93 12" E. IE = 381.53 8" W. a XXjr' WER M26 —S--375.7 8" PVC E INF 8" P W INN=375.86 " PV Iw Z F 24LF Ga RIM=;39 P" -Vre4 -(Of IE=31 WOW, 12" ;�1Z •D7 12n 02•771i /'78LF., 12" C -900®S=4011110110.40 -K I E INV381.87 6"" DI N IN V= 81.97 8IDS W INV= 81.72 12" PVC IF4@*wW- 12" (NEW) Vt.qf- RIM=31616! v?g�5.44- OndOP09, 12"-jBZ.53 ==—AS -BUILT LOCATI01 151LF., OF 8•' WM Moslem AnnOWN: 6" 4.22; IE=3@P.b, 8"I3,S-rj;7 16+00 -mss-- ------ NOTE: N-12 PIPE TO BE CPE SINGLE WALL PIPE (TYPICAL) �g2 g I I I I I I I I W ^J� — 171 — —Ss— — — NE 7TH STREET 1 EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG- 1-800-424-5555 IE=30WAN5, 12" 31�>2 •to STA. 17+14.01 0 LT. RIM=36b!F) 0 w z o m ' ,W frl�i•6� IE=36ir4E, 12 ( N v)ui� IE=d@@*Y, 8", 12" E) -a zy =zm r U r AS -BUILT WATER x w MAIN LOCATIONS z >� > z r H O Of0 0 m O No O a^Nw H d (nNU o3R_ I%iI ......390390 ..................................................................................... ...... ......................... ...... � ...... i n 12"N y2�S _ - -� -� _ ...... - - - -..: ........... ...... _ ........ ............. yt— 1 1 1 I78LF., 12":C -900®S= tx i., 151 LF. 12" N -12®S - _ - _ _ _ o 'f-0' 23LF. 12° NLL12®S 6l6fi6 -__- iJ CB 1 TYPE 1 '-- ---- ---- 380..RI.M,=384,64.............: ............................................... ........ ........... ........... ............. 380 'fbt�2 CB: 2 TYPE 1 C 3 TYPE -48 14+00 15+00 •46k. 16+00 17+00 RIM=jWAr �/di•y1 + 0 IE=NGNWP 12"(N,W L. IEv S, 12 1�•L.LJ3 IE='WIwav�' 8":, 12'�E) 3W, ol OFFS ENGINEERS �` �� '��l( �///,�E`•�C� 5�IIE$ URVEY&MAPPING xw� u: xmia�v/iwi �� Qui � ry � SCALE .9 ,� CITY OF 13932 SOUTHEAST 159TH PLACE - D.L OFFS, P.E. R E N TO N RENTON, WASHINGTON 98058 °" "� `LL 1%* O274M D.L OFFS, P.E. e�w DATUM PHONE: 425-260-3412 Po;•,�iaf• eI ,u�I Planning/Building/Public Works Dept. CONTACT: DARRELL OFFE, P.E. FSSIONAL .�N� 03/05/2014 NO. REVISION BY DATE APPR �y (2 5 cc) --710 07 R-311015 GRAPHIC SCALE 0 10 20 40 1 inch = 20 feet RECOMMENDED WOR APPROVAL By, ,I Date, ppp� By, {'SSS{,— A ,.e Date- 316'12-01 - 0 t By, Date, t.*r By. NE 7TH NORTH SHORT PLAT KRRV DEVELOPMENT, LLC NE 7th STREET STORM 3506 NE 7th STREET Date, nr� 02/18/2014 C y m wz o O^ -a zy =zm �m �x 0 r H O N W E S GRAPHIC SCALE 10 ¢ 10 20 40 11NCH = 20 FT. LEGAL DESCRIPTION LOT 9, BLOCK 1, STEWART'$ 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 STEWART'S HIGHLAND ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, IN KING COUNTY, WASHINGTONACCEPTED ABEARING OF S 88°49'07' 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 NO/O 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 JULY 2013 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS AND AS -BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. 5. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED. VERTICAL DATUM & CONTOUR INTERVAL C:I�germmNpckbp1511p 1§11T l 1 "'wY,map.PNG VICINITY MAP NTS ELEVATIONS SHOWN ON THIS DRAWING WERE I�J • DERIVED FROM INFORMATION PROVIDED BY THE ® CORNER CITY OF RENTON. POWERMETER ® GAS METER ® OIL FILL DATUM_ POINT ID NO. 721 CATCH BASIN ® MONUMENT IN CASE AT THE INTERSECTION OF NE —X— SANITARYSEWERMANHOLE 7TH STREET AND MONROE AVENUE NE. w —O— ELEVATION: 381.600 FEET (116.312 METERS) NAVD Z ROCKERY 88. ASPHALTSURFACE x CONCRETE SURFACE w GRAVELSURFACE 2.0'CONTOUR INTERVAL -THE EXPECTED ,4 OF VERTICAL ACCURACY IS EQUAL TO 1/2 THE W Z CONTOUR INTERVAL OR PLUS / MINUS 1.0' FOR Z Z THIS PROJECT. W Y C H W gl� a D-' :v wf I— L.L FOUND TA Z LEAD IN 0 MONUMON I I � � LEGEND Q I�J • SET REBAR& CAP(38964) AT PROPERTY ® CORNER ® POWERMETER ® GAS METER ® OIL FILL ® CATCH BASIN ® STORM DRAIN MANHOLE —X— SANITARYSEWERMANHOLE ® CONCRETE WALL —O— WOOD FENCE ® ROCKERY - ASPHALTSURFACE x CONCRETE SURFACE =W GRAVELSURFACE CE ,4 OF DOUGLAS FIR W Z T YI Z O af C Y C H W 0 O Lr) D-' U LEGEND Q FOUND MONUMENT AS DESCRIBED • SET REBAR& CAP(38964) AT PROPERTY ® CORNER ® POWERMETER ® GAS METER ® OIL FILL ® CATCH BASIN ® STORM DRAIN MANHOLE —X— SANITARYSEWERMANHOLE N WATERVALVE CHECKED BY: FIRE HYDRANT ® WATER METER —I — HOGWIRE FENCE —SS— APPROXIMATE LOCATION SANITARY > SEWERUNE Q APPROXIMATE LOCATION STORM —SD— ONAIN LINE —X— CHAINLINK FENCE ® CONCRETE WALL —O— WOOD FENCE ® ROCKERY - ASPHALTSURFACE x CONCRETE SURFACE =W GRAVELSURFACE CE CEDAR OF DOUGLAS FIR PROJECT INFORMATION SURVEYOR: SITE SURVEY & MAPPING, INC. 21923 NE 11TH STREET SAMMAMISH, WA 98074 PHONE: 425.298.4412 PROPERTY OWNER: KRRV DEV, LLC P.O. BOX 908 RAVENSDALE, WA 98051 TAX PARCEL NUMBER: PROJECT ADDRESS: ZONING: JURISDICTION: PARCELACREAGE: 801110-0045 3506 NE 7TH STREET RENTON, WA 98056 R-8 CITY OF RENTON 28,657 S.F. (10.658 ACRES) AS SURVEYED R-311016 P i i B 2 0 O w N s CHECKED BY: m N ^ N Y 00 1 % `n > n Q � 0 S C / / c U LLJ 0:: Lr) O J 2 0 O w EFJ CHECKED BY: TNW LJJ 7-17-2013 00 1 % O > n //�\\� /n 0 S C / / c U 2 0 O w EFJ CHECKED BY: TNW LJJ 7-17-2013 00 1 % H Q 1 W (O :D U LLJ 0:: Lr) O J N � 0 j x a =W O U Q W Z [If Z O af C Y C H W 0 O Lr) D-' U I— rn 0 a n IN d N PROJECT NO. 13-296 DRAWN BY: EFJ CHECKED BY: TNW LJJ 7-17-2013 00 1 % H Of 1 W (O :D U LLJ 0:: Lr) O J N � U j x a =W O Q W Z [If Z O af C Y H W 0 O Lr) D-' U I— PROJECT NO. 13-296 DRAWN BY: EFJ CHECKED BY: TNW DATE: 7-17-2013 SHEET 11 OF 11 t y z m wz 00 1 7y "° 1 r O