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HomeMy WebLinkAboutzR-3944SetSEC 9, TWP 23N, R 5E7 W.M. CONSTRUCTION SUNSET COURT APARTMENTS RECORD DRAWING 1144-1158 HARRINGTON AVE NE, RENTON, WA 98056 LEGAL DESCRIPTION PARCEL A: THAT PORTION OF PUBLIC USE AREA ADJACENT TO TRACT 46B IN BLOCK 46 OF CORRECTED PLAT OF RENTON HIGHLANDS NO. 2, PARCEL A-1: PORTION OF TRACT 46B OF BLOCK 46 OF CORRECTED PL7\T OF RENTON HIGHLANDS NO. 2, AN ADDITION TO THE CITY OF RENTON, ACCORDING TO THE PLAT RECORDED IN VOLUME 57 OF PLATS, PAGES 92 TO 98, INCLUSIVE, RECORDS OF COUNTY OF KING, WASHINGTON, AND THAT PORTION OF VACATED HARRINGTON PLACE NORTHEAST (FORMERLY 12TH PLACE), DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WESTERLY LINE OF TRACT 468 AND THE NORTHERLY LINE OF A 50 FOOT STRIP OF LAND DEEDED IN AUDITOR'S FILE NO. 6471625;THENCE NORTH 32'15'58" EAST ALONG SAID WESTERLY LINE 216.08 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 5744'02" EAST 110.00 FEET TO THE WESTERLY MARGIN OF SAID HARRINGTON PLACE NORTHEAST; THENCE SOUTH 3Z 15'58" WEST ALONG SAID MARGIN 187.69 FEET TO THE SOUTH LINE OF RENTON LOT LINE ADJUSTMENT NO. LLA 7-83, RECORDED UNDER RECORDING NO. 8304119003; THENCE SOUTH 86'34'36" EAST ALONG SAID SOUTH LINE 6.03 FEET; THENCE NORTH 31'24'45" EAST 186.09 FEET; THENCE NORTH 5824'13" WEST 110.21 FEET;THENCE NORTH 30'56'11" EAST 99.11 FEET TO THE NORTHWESTERLY CORNER OF SAID TRACT 466; THENCE SOUTH 32'15'58" WEST ALONG THE WESTERLY LINE OF SAID TRACT 99.09 FEET TO THE POINT OF BEGINNING. PARCEL A-2: PORTION OF TRACT 468 OF BLOCK 46 OF CORRECTED PLAT OF RENTON HIGHLANDS NO. 2, AN ADDITION TO THE CITY OF RENTON, ACCORDING TO THE PLAT RECORDED IN VOLUME 57 OF PLATS, PAGES 92 TO 98, INCLUSIVE, RECORDS OF COUNTY OF KING, WASHINGTON, LYING NORTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE SOUTHWEST CORNER OF LOT 19, BLOCK 46 OF SAID PLAT; THENCE SOUTH 03'35'47" WEST 25.58 FEET FROM THE SOUTHWEST CORNER OF SAID LOT 19; THENCE SOUTH 86'34'36" EAST 200.80 FEET TO THE CENTERLINE OF VACATED HARRINGTON PLACE NORTHEAST AND THE TERMINUS OF SAID LINE; AND LYING SOUTHERLY AND WESTERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE INTERSECTION OF THE WESTERLY LINE OF TRACT 468 AND THE NORTHERLY LINE OF A 50 FOOT STRIP OF LAND DEEDED IN AUDITOR'S FILE NO. 6471625; THENCE NORTH 3715'58" EAST ALONG SAID WESTERLY LINE 216.08 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 57'44'02" EAST 110.00 FEET TO THE WESTERLY MARGIN OF SAID HARRINGTON PLACE NORTHEAST; THENCE SOUTH 32'15'58" WEST ALONG SAID MARGIN 187.69 FEET TO THE SOUTH LINE OF RENTON LOT LINE ADJUSTMENT NO. LLA 7-83, RECORDED UNDER RECORDING NO, 8304119003 AND THE TERMINUS OF SAID LINE. PARCEL B: THAT PORTION OF TRACT 46B, CORRECTED PLAT OF RENTON HIGHLANDS NO. 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 57 OF PLATS, PAGE(S) 92 THROUGH 98, INCLUSIVE, IN KING COUNTY, WASHINGTON, LYING NORTHEASTERLY OF A LINE: COMMENCING AT THE INTERSECTION OF THE NORTHWESTERLY LINE OF SAID TRACT 46B WITH THE NORTHERLY MARGIN OF THAT CERTAIN 50.00 FOOT WIDE STRIP OF LAND CONVEYED TO THE CITY OF RENTON FOR STREET PURPOSES BY DEED RECORDED UNDER RECORDING NUMBER 6471525; THENCE NORTH 31'59'53" EAST, ALONG SAID NORTHWESTERLY LINE OF TRACT 466, 216.08 FEET TO THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED LINE; THENCE SOUTH 58'00'07" EAST 135.00 FEET TO THE CENTERLINE OF SAID VACATED 12TH PLACE (HARRINGTON PLACE NORTHEAST) AND THE TERMINUS OF SAID DESCRIBED LINE; TOGETHER WITH THAT PORTION OF THE NORTHWESTERLY HALF OF VACATED HARRINGTON PLACE NORTHEAST (12TH PLACE) AS VACATED UNDER ORDINANCE NO. 2553 OF THE CITY OF RENTON, RECORDED UNDER RECORDING NUMBER 6647013 ADJOINING TRACT 468 IN SAID PLAT, LYING NORTH OF THE FOLLOWING DESCRIBED LINE: COMMENCING AT THE SOUTHWEST CORNER OF LOT 19 IN BLOCK 46 OF SAID PLAT; THENCE SOUTH 03'35'47" WEST ALONG THE EAST LINE OF HARRINGTON AVENUE NORTHEAST, 25.08 FEET TO THE INTERSECTION OF THE CENTERLINE OF A 50 FOOT STRIP OF LAND CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDING NUMBER 6471625; THENCE CONTINUING SOUTH 03'35'47" WEST 0.50 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 86'34'36" EAST 200.80 FEET TO THE CENTERLINE OF VACATED HARRINGTON PLACE NORTHEAST (12TH PLACE) AND THE TERMINUS OF SAID LINE; EXCEPT THOSE PORTIONS OF SAID TRACT 46B AND HARRINGTON PLACE NORTHEAST LYING WITHIN THE FOLLOWING DESCRIBED TRACT: COMMENCING AT THE INTERSECTION OF THE WESTERLY LINE OF SAID TRACT 466 WITH THE NORTHERLY LINE OF THAT 50 FOOT STRIP OF LAND DEEDED TO THE CITY OF RENTON AND FILED UNDER RECORDING NUMBER 6471625 IN VOLUME 5201 OF DEEDS, PAGE 617, IN KING COUNTY, WASHINGTON; THENCE 1932 First Ave Sulte 201 INN Seattle, WA 98101 P. 206.72S.1211 F. 206,973.5344 engineering PIIC ""wJPdenq[ erin9.m PERMIT # U11 NORTH 32'15'58" EAST ALONG SAID WESTERLY LINE 216.08 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 57'44'02" EAST 110.00 FEET TO THE WESTERLY MARGIN OF SAID VACATED HARRINGTON PLACE N.E; THENCE SOUTH 32'15'58" WEST ALONG SAID MARGIN 187.69 FEET TO THE SOUTH LINE OF CITY OF RENTON LOT LINE ADJUSTMENT NUMBER LLA 007-83 AND FILED UNDER RECORDING NUMBER 8304119003, IN KING COUNTY, WASHINGTON; THENCE SOUTH 86'34'36" EAST ALONG SAID SOUTH LINE 6.03 FEET; THENCE NORTH 31'24'45" EAST 186.09 FEET; THENCE NORTH 58'24'13" WEST 110.21 FEET; THENCE NORTH 3956'11" EAST 99.11 FEET TO THE NORTHWESTERLY CORNER OF SAID TRACT 466; THENCE SOUTH 3715*58" WEST ALONG THE WESTERLY LINE OF SAID TRACT 99.09 FEET TO THE TRUE POINT OF BEGINNING. PARCEL C: LOT 19 IN BLOCK 46 OF CORRECTED PLAT OF RENTON HIGHLANDS NO. 2, AN ADDITION TO THE CITY OF RENTON, ACCORDING TO THE PLAT RECORDED IN VOLUME 57 OF PLATS, PAGES 92 TO 98, INCLUSIVE, RECORDS OF COUNTY OF KING, WASHINGTON. PARCEL D: LOT 20 IN BLOCK 46 OF CORRECTED PLAT OF RENTON HIGHLANDS NO. 2, AN ADDITION TO THE CITY OF RENTON, ACCORDING TO THE PLAT RECORDED IN VOLUME 57 OF PLATS, PAGES 92 TO 98, INCLUSIVE, RECORDS OF COUNTY OF KING, WASHINGTON. BENCHMARK HORIZONTAL DATUM: NAD 83/91 VERTICAL DATUM: NAVD 88 BASIS OF BEARING: S.88'54'27"E. CITY OF RENTON MONUMENT NO. 57: BETWEEN CITY OF RENTON 3" BRASS DISC W/ "X" IN CASE AT INT. MONUMENT NUMBERS 57 AND OF NE 12TH ST. & EDMONDS AVE. NE. 1843 ALONG NE 12th ST. ELEVATION = 326.43' (99.496 METERS) SITE DATA PARCEL NUMBERS: 722780-1665, 722780-1660, 722780-1780, 722780-1781 PROJECT ADDRESS: 1104-1156 HARRINGTON AVE NE RENTON, WA 98056 SITE AREA: 83,157 SF (1.95 ACRES) DISTURBED AREA: 83,157 SF (1.95 ACRES) EXISTING IMPERVIOUS AREA: 17,621 SF (0.40 ACRES) GROSS IMPERVIOUS AREA: 55,373 SF (1.27 ACRES) NET NEW IMPERVIOUS AREA: 37,752 SF (0.87 ACRES) IMPERVIOUS SURFACE COVERAGE BASED ON GROSS IMPERVIOUS AREA (%): 66.59% BUILDING COVERAGE: 20,504 SF (0.47 ACRES, 23% LOT COVERAGE OF BUILDINGS) BUILDING SIZE: 47,739 SF VEHICLE PARKING COUNT: 50 STALLS BICYCLE PARKING COUNT: 25 STALLS NET DENSITY: 26.5 DWELLING UNITS PER ACRE CONTACT I ZONING: COMMERCIAL CV, MAX LOT COVERAGE FOR BUILDINGS 65% OF TOTAL LOT AREA SETBACKS: 45 FEET NPDES PERMIT #: WAR305508 CESL BRAWNER AND COMPANY CONTACT: ZAK DeGORGUE AS p Q NFORMATION LPD ENGINEERING, PLLC 1932 FIRST AVENUE, SUITE 201 SEATTLE, WA 98101 CONTACT: LAURIE PFARR PHONE: (206) 725-1211 EMAIL: LAURIEPOLPDENGINEERING'.COM WEBSITE: WWW.LPDENGINEERING.COM VICINITY MAP NOT TO SCALE DEVELOPER BRAWNER & COMPANY 35030 SE DOUGLAS STREET SNOQUALMIE, WA 98065 CONTACT: JIM BRAWNER PHONE: (425) 654-3514 EMAIL: JIMOJHBRAWNER.COM LANDSCAPE ARCHITECT NAKANO ASSOCIATES 853 HIAWATHA PLACE SOUTH SEATTLE, WA 98144 CONTACT: IDA OTTESEN PHONE: (206) 292-9392 EXT.211 EMAIL: 100NAKANOASSOCIATES.COM UTILITY SERVICE PROVIDERS APPLICANT OWNER / SURVEYOR WATER, SEWER, AND STORMWATER SUNSET COURT LLLP BENCHMARK SURVEYING LLC CITY OF RENTON 2900 NE 10TH ST 612 KIRKLAND AVENUE, SUITE A-4 1055 SOUTH GRADY WAY RENTON, WA 98056 KIRKLAND, WA 98033 RENTON, WA 98057 CONTACT: MARK GROPPER CONTACT: JOSEPH DERSHAM PHONE: (425) 430-6400 PHONE: (425) 226-1850 PHONE: (206) 396-3199 EMAIL: MRGORENTONHOUSING.ORG )ENDUM #3 4 28 17 ENDUM #4 s s r7 1"a20' DATUM - CITY OF RENTON Planning/Building/Public Works Dept. 41T REVISIONS 5 5 17 �.,,� FORMED SET 5/19/1 11T REVISIONS 6 29 1 SWP - wo, t�,u,.mu PERMIT SET 7 13 17 . REVISION B1' DATE APPR ,eraoaa Call 3 Working Days Before �, You DIG! 1-800-424- 5555 CONDITIONS OF APPROVAL 1. THE APPLICANT SHALL PROVIDE VERIFICATION FROM THE MANUFACTURER OF THE STORMTECH CHAMBER SYSTEM THAT MAINTENANCE AND SERVICING OF THE SYSTEM CAN BE PROVIDED BASED ON THE CURRENT DESIGN AND LOCATION OF THE SYSTEM, WITH NO ACCESS ROADS PROVIDED TO THE FACILITY. SAID VERIFICATION SHALL BE PROVIDED WITHIN 60 CALENDAR DAYS OF CIVIL CONSTRUCTION PERMIT ISSUANCE, OR PRIOR TO INSTALLATION OF THE STORMWATER FACILITY, WHICHEVER OCCURS FIRST. IF THE REQUESTED VERIFICATION CANNOT BE PROVIDED, THE APPLICANT WILL BE REQUIRED TO SUBMIT A PLAN REVISION PROVIDING AN ACCESS ROAD TO THE STORMWATER FACILITY IN ACCORDANCE WITH THE ACCESS ROAD DESIGN REQUIREMENTS OUTLINED IN SECTION 5.3.3 OF THE 2009 KING COUNTY SURFACE WATER DESIGN MANUAL. 2. THE APPLICANT SHALL PROVIDE VERIFICATION FROM THE CONTRACTOR THAT THE BORING OF THE WATER MAIN BENEATH THE RETAINED TREES CAN BE ACHIEVED WITHOUT COMPROMISING THE INTEGRITY OF THE WATER MAIN OF THE RETAINED TREES. IF SAID VERIFICATION CANNOT BE PROVIDED PRIOR TO COMMENCEMENT OF THE WATER MAIN INSTALLATION, THE APPLICANT WILL BE REQUIRED TO SUBMIT A PLAN REVISION PROVIDING AN ALTERNATIVE METHOD FOR INSTALLATION OF THE WATER MAIN. IF ANY OF THE ABOVE CONDITIONS CANNOT BE MET WITHIN THE DEFINED TIMELINES, A STOP WORK ORDER WILL BE ISSUED TO THE PROJECT AND THE APPLICANT WILL BE REQUIRED TO SUBMIT A PLAN REVISION MODIFYING THE DESIGN TO MEET THE REQUIREMENTS OUTLINED ABOVE. SHEET INDEX SURVEY SHEET TITLE SHEET # BOUNDARY & TOPOGRAPHIC SURVEY 1 LANDSCAPE PLANS L001-1-205 COVER SHEET CO.O TESC AND SITE DEMOLITION C1.0 TESC DETAILS C1.1 TESC NOTES C1.2 GRADING C2.01 DRAINAGE C2.02 DRAINAGE SECTION AND DETAILS C2.1 DRAINAGE NOTES AND DETAILS C2.2 DRAINAGE DETAILS C2.3 STORMTECH DETAILS C2.4 PAVING AND LAYOUT C3.0 PAVING DETAILS C3.1 PAVING DETAILS C3.2 UTILITIES C4.0 UTILITY PROFILES C4.1 UTILITY DETAILS C4.2 UTILITY DETAILS C4.3 HORIZ CTRL, COMPOSITE UTIL, UTIL CROSSINGS C5.0 R-394401 IN COMPLIANCE WITH CITY OF RENTON STANDARDS I SUNSET COURT APARTMENTS 1144-1158 HARRINGTON AVE NE RENTON, WA 98056 COVER SHEET 5/5/2017 I CO.0 I s (O i %i O I (O r Q -I N I W T 6L D- co W I � I I a / cl \ w / � 2' MPE IP IN �RSECTION ON. \ STROYEI B CONSTTIES. G l e n nwoo d Ave N E /SET MAG NAILyWASHER N, CALCULATED CENTERLINE SSMH RIM=348.68 9 - \ 8/03/2015 z N PER PLAT - MAY NOT FIT IE 8"N-S=335.8- BOLT -MONUMENTS TO W. IE 81=335. T w � M o / �' I✓ H I 0 3 0 1 i J 2 0 > I 3 � I 0 I � rn z Ql§ a' o 0, o O � ¢� I Zak oz� �vo 0 CB RIM=348.55 IE12"(S)=345.35 IE 8"(E)=345.55 1162 HARRINGTON AVE NE ANNMARIELINN LLC PARCEL# 722780-1670 1175 HARRINGTON PL NE HARRINGTON PLACE CONDOMINIUM PARCEL# 312200-0000 KEN OYLER SURVEY BK. 28 PG. 298 SEPT. 1980 REC.# 8109099002 - - - - N88'S8'57"W 56.75' I ss - — — WOOp FENCE— - o � CB RIM=350.27 ss s ss coNc. wAl.K�ss ss — 350 3s IE 12"SW-NE=345.5 _ — GORc. /�PROPOSED IO' R.O.W. �.._-..-..-..-..-.. ATE ° 0 DEDICATION' -°- -°-° �Q �1�EWER ESMT. N88'59'21"W 152.00' PLAT &CALC Pss c.�.F. �° - ' - - - Q �� — — — — — — — — GR ° • —� — N8858'57"W 59.66' cF 9p qtr 3 30' (2)4"APL PER PLAT &REC (125.12' BETWEEN BARS)— — — — — — — g: — — — — — oPi I # � � �315' EXISTING SIDE SET BACK __ _ FOUND 1 2" REBAR 6647013 — — so. _ �I° ` 18" K- & CAP "DEA 17672" o .° I FND/ACCEPTED 1/2" PIPE SSMH RIM=350. 99 \ . Sr• 0.0T SW OF CO}ZREft — — — — — — — — — — — — — — 0.19'FNORTH30F CORNER- — o ', 7"OAK — 4"OAK W — — -NTH TACK FOR N-S LINE IE 8"E-W=340.52 ,�,V (R-4) ELEV.=348.95 �350 15 PROPOSED SIDE SET BACK — — 0 0.37 SOUTH OF CORNER.- — — — — r�' \ ❑ i (R-3 & R-4) ELEV=349.49 �*. O/� \ S9 I 2 "OAK 350 (R-3) ELEV.=350.05 10' SEWER ESMT. S O� U w 1' DEPRESSION WHERE EXISTING STRUCTURE WAS , a a \ I 41 PER PLAT &REC# \ F� T�\� 8 \ \ \ �.`b 66470133`�i co CL to PROPOSED 10' R.O.W. \ AO SF\ o V o ¢ �o DEDICATION' Gel o m I % �� o I. 24" AP;'� '/ ' l V A N 1156 GLENNWOOD AVE NE z w 'so RENTON HOUSING AUTHORITY z.��, I`" ��%� �o 'elpV FS \� N N 3 / o w I \ / PARCEL# 722780-1665 I 2> �� GRPss- \FT / SAS z _ oz U V (VACANT -STRUCTURES REMOVED) �wN I° �✓ o�h �O �� C/r /3s0— —3So__ ✓��k���� \ SET SM. MAGNAIL W/ �� 9 '� / �a o '�°� A �CO� BRASS WASHER AT / \ F� \ (R-1 r?SO� 28" P , o G °� BACK OF CURB AT / \ � 6.57' OFFSET TO CORNER NI 01 24"ELM .� cv� � a �/RENTON HOUSING AUTHORIT Y PARCEL# 722780-17800- 9-61° rOi (VACANT -NO STRUCTURES) CD 00 �z oar I O Gj =U z n a', Oz F-� c� a �m V) 61 o I i J 2 0 r 3 � I a I�\ / \ W I \\ z — _ Ell] aj I I � I p � zLO 0\ / 5 N J ¢ z I _ b.0 3 z i 2, O •� ZQN � � I _�Q ca � ca 2 Q YD RIM=346.63 LOCKED LID CB RIM=348.66 IE12"(N-S)=342.06 IE 8"(E)=342.7 YD RIM=345.90. LOCKED LID w z Cl N ¢ W T Z (n N ¢mow _ ¢ U a SSMH RIM=345.72 IE 8"E= 333.1 IE 8"N-S-332.9 CAD/CALC JD DRAWN JRD xxx L FOUND 3/4"IRON BAR 0.5' NE OF CORNER (DISTURBED BY CONST.) wP� Pv PR�Vp•( RGPp P�NP pR��WPhwP� SET SM. MAGNAIL W/ QR\�N, gripI'D BRASS WASHER IN P`�NP LOW RAIL FENCE N88'59'21"W 152.00' 2825 NE 12TH ST / RENTON HOUSING AUTHORITY / PARCEL# 722780-2045 RICHARD HOUGHTON SURVEY BK. 23 PG. 220 MAY 1980 REC.# 8005299001 -351_ � N89 26'37"W 67 37' ° g - - - - -349- - - - - �f V ,3� / \ FND/ACCEPTED 3/4"PIPE °� I - - - - - - - �^� /7 , , /% STAMPED "OYLER LS 5524" '34� - (R-3) ELEV.=348.60 o w i co �" i 6 OA I 127.81' PLAT & TEAS.- - 16"POP �4`0 CD F � •O � GRP /° O R�SN 558 GRP �1S\ 79,, 3 �OP � o J % 24"FIR io ' °/ 1144 HARRINGTON AVE NE ��5APPLE �/ \o• i f ' RENTON HOUSING AUTHORITY / o w o� I PARCEL# 722780-1660 / \° / �-VACANT-STRUCTURES REMOVEPYLO / ASPHALT \ Z " FND/ACCEPTED 1 /2" J / �g9 REBAR & CAP STAMPED IL "OYLER LS 5524" (R-3) 1 ELEV.=349.60 �� / cry i" L0I / ,jai//� �• �g \ �i' c�, / LO TOTAL PARCEL N I /ti`�/% ; 87,059 SQ. FT. i 1.999 AC. I o� z I irWj I � � p55 GRPS �,�� / ��' j i -- � %.' V• �<vQ / / / io z GR ' �/ - - i 1104 HARRINGTON AVE NE w I IJ / / / / - - 6"MAP CITY OF RENTON 01 z / / PARCEL 722780-1781 / �� I¢ I # /h 7 i i /, � /q�(z) a I� L Cl* 2806 SUNSET BLVD NE I / • ; ` �� DBL C, Y° �� Q JSH PROPERTIES INC r� PARCEL# 722780-1235 CD _343 - ;' / KEN OYLER SURVEY \ J pa- / ��� eVP / / / L, ; / BK. 31 PG. 235 SEPT. 1980 /' S" `V y3, /� JP�Py� / ° ' - J / GNP / / REC.# 8204219003 (R-1) Cam; / 0 I � / I Goss 7-1 fi V I I 44. 00' & C / - 1 - BPS vol PR6 � G�G''W � / • �� , S86 2 49" .-------------- -__- co ®_ €-°-o o-o i VACATED R-O-W ORD.2553-------------------------- / / oI ------------------------ O / a 1RR. 1RR ( -- ® 1RR. ��� FND/ACCEPTED TACKS / / / / / ,_,, } 1RR. CONTROL �3 IN LEAD PLUGS (R-1) / / ° G ; M I- EOu1PrnENr — — — / SS H-WASTE _ _ / EASE VAULy� 55SIDE SET BACK LINE LP CON". BORDER CURB 'nL — — 0 / SURVEYORS NOTE. L L I GATE / - - -_ PRIOR LOT LINE PER LLA-003-82 R-1 C - ----------------------- ----------- P ��------------ / FND. RR SPIKE , ; L I I - - - — - - - N86'34'35"W THE CORRECTED PLAT OF RENTON HIGHLANDS N0. 2. 7 /� �� �� �� ��m �m �� �/� - - 178.10' - - GGNG' SOME OF THE ROAD ALIGNMENT GEOMETRY CLOSED MATHEMATICALLY BUT VIRTUALLY _ _ °� (R-1) P ! / / EVERY DIMENSION AND BEARING NOTED ON THE PLAT NEEDED CLOSE EXAMINATION AS d TW 347.63 CARPORT ROOF 0�1. - _ - - - - - BW:343.7 "n/ 22 52' �^ �c /' / THE "CORRECTED PLAT" APPEARS TO BE FULL OF GROSS ERRORS, TRANSPOSITIONS N863435"W 200.62' Tw ski 1 I � TW:34Z01 ' """' A�df£f�if7jp����r� - c, � AND MIS -CALCULATIONS AND VIRTUALLY NONE OF THE LOTS CLOSE MATHEMATICALLY. BW:343.7 C.O.R. LLA-007-83 BW:343.5 \ Tw:3 7.43 Tw:34�47 J� +� ; THE CITY HAS HISTORICALLY DOCUMENTED MONUMENT POSITIONS ON "MON CARDS" / I FND.1/2" REBAR & CAP "1 (200.62' CALC 200.80' R-3 TO C/L) -344- - - Bw:3 5.33 BW347!46 �0 / WHICH WERE REVIEWED, SEARCHED FOR IN THE FIELD AND TIED INTO THE SURVEY - -- - STAMPED "OYLER LS 5524 \ W °/ ��J � ! WHERE FOUND. MOST OF THEM HAVE BEEN DESTROYED BY VARIOUS CONSTRUCTION I - -- - \ i PROJECTS, SOME FIT WELL AND WERE HELD AND A FEW OTHERS WERE SEVERAL FEET / 7 AT LLA-003 82 POSITION \ 1 I +-r-------_------_- -- - VACATED R-O-W ORD.2553 ! OFF OF RECORD SURVEY DATA. THE HISTORIC SURVEYS MENTIONED WITHIN THE / 0.5'-NORTH-OF-PROP.--COR.------------- - v _J — —----------------------------------------- ------ / REFERENCES AND REMAINING CORNER MONUMENTS WERE UTILIZED FOR THE BOUNDARY C13" (R-1) ELEV.=346.22 i —\— / i OF SUNSET COURT AND ARE IN AGREEMENT WITH EACH OTHER. THE DECLARATION ss cn ss i 1100 HARRINGTON AVE NE w ' OF LOT COMBINATION WILL ELIMINATE ANY INTERNAL LOT -TRACT LINE PROBLEMS 3O' I — ss ss - THE OLYMPIC CONDOMINIUM ss ss u \ - i AND THE PERIMETER OF THIS SUNSET COURT SURVEY HAS BEEN WELL DOCUMENTED 30' — — — —i — — — — — PARCEL# 637730-0000 — — \ ss S'' BY SURVEYS SPANNING FROM 1982 TO THE PRESENT WHICH HAVE BEEN HELD FOR 10' SEWER ESMT. \ ; THIS SURVEY AND DOCUMENTED BY OUR SURVEY RECORDED IN VOLUME 355 AT PAGE / I ALUM. PLUG NOT FND.(R-1) T- SSMH RIM=347.23 234 OF SURVEYS, KING COUNTY RECORDING NUMBER 20161214900021. a ORD. NO/ 2465 �S II REC# 6471624 SET MAGNAIL/ALUM WASHER \J/ ; IE 8" NE-W=336.13 IN (.ANC FOOTING REVISED SURVEY NOTE SETBACK LINES, NOTES, ADJACENT LOT OWNERSHIPS, ESMT. NOTE REVISION 7/15/2017 '/18/2017 DATE BENCHMARK SURVEYING LLC 1 1915 44TH DRIVE SE EVERETT, WA 98208 p. 206.396.6252 SUNSET COURT TOWNHOMES 1 144 HARRINGTON AVE NE RENTON, WA 98056 0 � 09-23N-05E Q� O4/ •`� SDMH RIM=350.72 / IE 6"W=347.0+/- / i IE 6"S=345.5+/- IE 12"SW=345.5+/- ;'o IE 12"NE=345.19 975 HARRINGTON PL NE JSH PROPERTIES PARCEL# 772780-1405 FND. ROUND Q HEAD BOLT (R-1) � r� INLET RIM-350.1 IE 6"NW=349.3 GRAPHIC SCALE ^ti h9� \20 0 10 20 46. IKE ss s �88'TOA S0� IN FEET ) 1 inch = 20 ft. CB RIM=350.55�yF�0J IE 6"N=349.0 DATE 7/ 1 1 /2017 LAST REVISED 7/ 18/2017 SCALE 1 " = 20` SURVEY TEAM JD/ROBO FIELD BOOK RR SSMH RIM=352.75 IE W=343.45 NOTES: HORIZONTAL MERIDIAN: NAD83/91 BASIS OF BEARING: S.88'54'27"E. BETWEEN CITY OF RENTON MONUMENT NUMBERS 57 AND 1843 ALONG NE 12th ST. VERTICAL DATUM: NAVD 88 PER CITY OF RENTON CONTROL NETWORK CONTROLLING BENCHAMRK: CITY OF RENTON MONUMENT NO. 57: 3" BRASS DISC W/ "X" IN CASE AT INT. OF NE 12TH ST. & EDMONDS AVE. NE. ELEVATION = 326.43' (99.496 METERS) TOTAL SITE AREA: 87,059 SQ. FT., OR 1.999 ACRES TAX ACCOUNT NO: 722780-1781, 722780-1680, 722780-1660, 722780-1665 LOT COMBINATION REC. NO. 20170620000728 HAS NOT CHANGED THE PARCEL NUMBERS AT THIS TIME. TITLE REPORT: CHICAGO TITLE COMMITMENT NUMBER 0096783-06 UPDATE 2ND COMMITMENT EFFECTIVE DATE JUNE 19, 2017. ALL LEGAL DESCRIPTIONS ARE PER SAID REPORT AND ANY EASEMENTS SHOWN HEREON. REFERENCE SURVEYS: SITE SURVEY: RECORD OF SURVEY IN BOOK 355 OF SURVEYS AT PAGE 234-236, RECORDING NUMBER 20161214900021. CORRECTED PLAT OF RENTON HIGHLANDS NO. 2 R-1: 1982 OYLER SURVEY, LLA 003-82, Bk. 31, Pg. 235, REC# 8204219003 R-2: 1983 OYLER SURVEY, LLA 007-83, Bk. 35, Pg. 205, REC# 8304119003 R-3: 1983 OYLER SURVEY, LLA 015-83, Bk. 37, Pg. 190, REC# 8309299002 R-4: 1983 D.E.A. SURVEY, Bk. 89, Pg. 248, REC# 9210149004 FEMA FLOOD ZONE "X" (AREAS OUTSIDE OF THE 500 YEAR FLOOD PLAIN) AS INDICATED BY F.I.R.M. NO. 53033CO668 F, DATED MAY 16, 1995. ZONING: COMMERCIAL CV MINIMUM LOT SIZE 25,000 S.F. (81,756 S.F. PROPOSED) MAXIMUM LOT COVERAGE: 65% OR 75% IF PARKING IS PROVIDED (23% PROPOSED) DENSITY: 20 DWELLING UNITS PER ACRE MINIMUM (80 MAXIMUM) (50 UNITS PROPOSED) SETBACKS: 15' MINIMUM FRONT (20' MAXIMUM) NORTH SIDE OF PROPERTY IS CONSIDERED A SECONDARY FRONT YARD), NO MINIMUM REAR & SIDE YARD SETBACKS UNLESS ABUTTING RESIDENTIAL ZONE, THEN 15'. LINES NOT SHOWN AS THEY CAN BE INTERPRETED DIFFERENTLY. HEIGHT: 50' MAXIMUM BUILDING HEIGHT OR 60' IF COMMERCIAL AT GROUND FLOOR. PARKING STALLS: NO DEFINED PARKING STALLS EXISTING AT THE TIME OF THIS SURVEY. PARKING STALLS PROPOSED: 50 STALLS & 2 ACCESSIBLE TO BE PROVIDED (VARIANCE IN PROCESS). ALL ZONING ABOVE IS PER SCHEMATA WORKSHOP INC. LAND USE CODE SUMMARY SHEET G002 DATED 7-10-2017. STREET RIGHT-OF-WAY CHANGES: PROPOSED 10'-15' RIGHT-OF-WAY DEDICATION ALONG THE NORTH TO THE CITY AND 25' RADIUS PORTION AT THE NORTHWEST FOR PATHWAY PER ARCHITECTURAL SITE PLAN A002 BY SCHEMATA WORKSHOP INC. DATED 7-10-2017. ALL PREVIOUSLY EXISTING BUILDINGS ON THIS SITE HAVE BEEN REMOVED WITH THE EXCEPTION OF THE PLAYGROUND EQUIPMENT. THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS AND TOPOGRAPHY SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS TAKEN IN DECEMBER 2014, JANUARY 2015 AND FIELD INSPECTED JULY 10, 2017, UNLESS OTHERWISE INDICATED. WORK PERFORMED IN CONJUNCTION WITH THIS SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: (A) LEICA TCRA1103 ELECTRONIC TOTAL STATION, MAINTAINED TO THE MANUFACTURER'S SPECIFICATIONS PER W.A.C. 332-130 100. (B) FIELD TRAVERSE, EXCEEDING REQUIREMENTS SET FORTH IN W.A.C. 332-130-090. THIS SURVEY DRAWING PRESENTS SURFACE FEATURES LOCATED DURING THE COURSE OF THIS SURVEY. UNDERGROUND UTILITIES SHOWN HEREON (IF ANY) ARE BASED SOLELY UPON INFORMATION PROVIDED BY OTHERS AND BENCHMARK SURVEYING LLC DOES NOT ACCEPT RESPONSIBILITY OR ASSUME LIABILITY FOR THE ACCURACY OR COMPLETENESS. CONTRACTOR/ENGINEERS/OWNERS/ARCHITECTS AND ALL OTHERS SHALL VERIFY EXACT SIZE AND LOCATION PRIOR TO CONSTRUCTION. CALL FOR LOCATE: UTILITY LOCATION SERVICE: 1-800-424-5555 or 811 LEGEND WATER VALVE OO SET 5/8" REBAR W/ PLASTIC CAP AS NOTED. HYDRANT UNLESS OTHERWISE STATED. 63 WATER METER MONUMENTS AS NOTED QS @❑ MANHOLES (SS/SD) x FOUND TACK IN LEAD PLUG AS NOTED, ❑ CB UNLESS OTHERWISE STATED. -0- POWER/UTILITY POLE M. OR MEAS.: MEASURED DIMENSION GUY ANCHOR P. OR PLAT: INDICATES RECORD PLAT DIMENSION Q POWER TRANSFORMER C. OR CALC.: INDICATES A CALCULATED DIMENSION © POWER VAULT OR PRORATED PLAT PER MEASURMENTS MADE. 13PM POWER METER ❑ TELEPHONE/TV RISER (I) GAS VALVE GAS METER STREET LIGHT X SPOT ELEVATION SIGN o MAILBOX C�C= ROCKERY CONIFEROUS TREE / (W/ APPROXIMATE DRIP LINE) DECIDUOUS TREE (CHRY=CHERRY, MAP=MAPLE, DEC=UNKNOWN DECIDUOUS) (W/ APPROXIMATE DRIP LINE) - - - - - - SUBDIVISION LINES CENTER LINES PROPERTY LINES RIGHT-OF-WAY LINES — — — — — LOT LINES w WATER LINE ss SANITARY SEWER LINE SD STORM DRAIN LINE GAS LINE P UNDERGROUND POWER LINES _T UNDERGROUND TELEPHONE LINES LITV UNDERGROUND CABLE TV LINES OHL OVERHEAD UTILITY LINES —0-0-0-0-0— CHAIN LINK FENCE x x x x x WIRE FENCE ❑ ❑ ❑ ❑ WOOD FENCE LEGAL DESCRIPTION: LOTS 19 AND 20, BLOCK 46, CORRECTED PLAT OF RENTON HIGHLANDS NO. 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 57 OF PLATS, PAGES 92 TO 98,IN KING COUNTY, WASHINGTON. TOGETHER WITH PORTIONS OF TRACT 46B AND THE ADJOINING PUBLIC USE AREA OF SAID BLOCK 46 DESCRIBED AS FOLLOWS; BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 19; THENCE SOUTH 03'36'15" WEST ALONG THE EAST MARGIN OF HARRINGTON AVENUE NORTHEAST 25.58 FEET; THENCE SOUTH 86'34'35" EAST LONG THE LINE ESTABLISHED BY CITY OF RENTON LOT LINE ADJUSTMENT NO. LLA 7-83, RECORDED UNDER RECORDING NO. 8304119003, A DISTANCE OF 200.62 FEET TO THE CENTERLINE OF HARRINGTON PLACE NORTHEAST (12TH PLACE) AS VACATED UNDER ORDINANCE NO. 2553 OF THE CITY OF RENTON, RECORDED UNDER RECORDING NUMBER 6647013; THENCE NORTH 32'18'14" EAST ALONG SAID CENTERLINE 302.51 FEET TO THE INTERSECTION WITH THE WESTERLY EXTENSION OF THE SOUTHERLY MARGIN OF 11TH AVENUE NORTH; THENCE NORTH 54'59'36" WEST ALONG SAID LINE 25.03 FEET TO THE NORTHWESTERLY MARGIN OF HARRINGTON PLACE NORTHEAST; THENCE NORTH 32*18'14" EAST ON SAID MARGIN 7.87 FEET TO THE SOUTH EAST CORNER OF TRACT 46A OF SAID PLAT; THENCE NORTH 54'59'01" WEST ALONG THE SOUTH LINE OF SAID TRACT 46A 61.51 FEET; THENCE NORTH 88'58'57" WEST ALONG SAID LINE 56.75 FEET TO THE SOUTHWEST CORNER THEREOF; THENCE NORTH 89'26'37" WEST 67.37 FEET TO THE SOUTHEAST CORNER OF LOT 21 OF SAID BLOCK 46; THENCE NORTH 88'59'21" WEST ALONG THE SOUTH LINE OF SAID LOT 152.00 FEET TO THE SOUTHWEST CORNER THEREOF; THENCE SOUTH 03'36'15" WEST ALONG THE EAST MARGIN OF SAID HARRINGTON AVENUE NORTHEAST 279.38 FEET TO THE POINT OF BEGINNING. ALL ACCORDING TO THE RECORD OF SURVEY IN BOOK 355 OF SURVEYS AT PAGE 234-236, RECORDING NUMBER 20161214900021. BEING THE REVISED LEGAL DESCRIPTION, PURSUANT TO THAT CERTAIN CITY OF RENTON DECLARATION OF LOT COMBINATION NO. LUA17-000311-LC, RECORDED UNDER RECORDING NUMBER 20170620000728. SPECIAL EXCEPTIONS: AS PER CHICAGO TITLE COMMITMENT NUMBER 0096783-06 UPDATE 2ND COMMITMENT EFFECTIVE DATE JUNE 19, 2017: 1. COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS, DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH ON CORRECTED PLAT OF RENTON HIGHLANDS NO. 2: RECORDED IN: VOLUME 57 OF PLATS, PAGES 92 THROUGH 98. Q2. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS DISCLOSED IN ORDINANCE NO. 2465 OF THE CITY OF RENTON: GRANTED TO: CITY OF RENTON, PURPOSE: SEWER AND RIGHT OF WAY, RECORDING DATE: FEBRUARY 17, 1969, RECORDING NO.: 6471624, AFFECTS: PORTION OF VACATED STREET. (APPEARS TO BE OFF -SITE TO THE SOUTH) 4. COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS, DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH ON SURVEY: RECORDING NO: 20161214900021 R-394430 CERTIFICATION: TO CHICAGO TITLE, SUNSET COURT LLLP, A WASHINGTON LIMITED LIABILITY LIMITED PARTNERSHIP, AND ITS SUCCESSORS AND/OR ASSIGNS, RBC-SUNSET COURT, LLC, A DELAWARE LIMITED LIABILITY COMPANY, AND ITS SUCCESSORS AND/OR ASSIGNS, RBC TAX CREDIT MANAGER II, INC., A DELAWARE CORPORATION, AND ITS SUCCESSORS AND/OR ASSIGNS. HOUSING AUTHORITY OF THE CITY OF RENTON WASHINGTON A WASHINGTON PUBLIC CORPORATION: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 6(A), 6(B), 7(A), 7(B)(1), 7(B)(2), 8, 9, 11, 13, AND 16 20 OF TABLE A THEREOF. THE FIELDWORK WAS COMPLETED ON DECEMBER 2014, JANUARY 2015 AND FIELD INSPECTED JULY 10, 2017. DATE OF PLAT OR MAP: 7/18/2017-- R,•. D�� JOSEPH R. DERSHAM WASHINGTON P.L.S. NO. 33127 3127,, ALTAINSPS LAND TITLE SURVEY FOR SUNSET COURT LLLP PORTION OF: NW 1 /4, NW 1 /4, SECTION 09, T. 23 N., R. 05 E., W.M. PROJECT NO. RHA-20 1 7.02 SHEET I OF 1 2 3 4 5 NAKANO ASSOCIATES LANDSCAPE ARCHITECTS All c EDIBLE GARDEN ENLARGEMENT 9 IN COMPIANCE WITH CITY OF RENTON STANDARDSI 9 853 Hiawatha Place S. Seattle, WA 98144 Tel:206.292.9392 www. nakanoassociates.com architect FPrinted 2.13.18 Schemata Workshop, Inc. 1720 12th Avenue Seattle, WA 98122 CONTACT: Grace Kim, AIA v (206) 285.1589 e grace@schemataworkshop.com owner Sunset Court LLLP 2900 N E 10th St Renton, WA 98056 CONTACT: Mark Gropper v (425) 226.1850 Sunset Court Apartments 1124-1158 Harrington Ave NE Renton, WA 98056 PRINT DATE PROJECT ISSUE DATES 5/19/2017 NOVEMBER 25, 2015 SCHEMATIC DESIGN JANUARY 20, 2016 SITE PLAN REVIEW SEPTEMBER 14, 2016 DESIGN DEVELOPMENT DECEMBER 2, 2016 BUILDING PERMIT DECEMBER 22, 2016 BUILDING PERMIT ACCESSORY STRUCTURES MARCH 1, 2017 PERMIT REVISIONS Q MARCH 28, 2017 BID SET APRIL 13, 2017 ADDENDUM #1 APRIL 20, 2017 ADDENDUM #2 a L� APRIL 28, 2017 ADDENDUM #3 MAY 5, 2017 ADDENDUM #4 A MAY 5, 2017 PERMIT REVISIONS 0 MAY 19, 2017 CONFORMED SET JULY 13, 2017 FINAL PERMIT SET NOTE: FULL SCALE SHEET SIZE IS 22" x 34" 1508 Author: 10, PG Checker: JY PLANTING DETAILS R-394429 L205 2 3 AM 5 Copyright NAKANO ASSOCIATES 2 3 Q 5 D C A I�:�a1�.9I_1:�1►[li�ll� IImoll M.`11111".110[li00 IN COMPIANCE WITH CITY OF RENTON STANDARDS11 STAKES: (2) 2"0 WOOD STAKES: (2) 2"0 WOOD STAKE. ALIGN STAKES TO STAKE. ALIGN STAKES TO RESPOND TO PREVAILING RESPOND TO PREVAILING WINDS. WINDS. TREE ROOTBALL: SET PLANT SHRUBS AT 1" ABOVE TREE ROOTBALL: SET CROWN I" ABOVE FINISH LEVEL GROWN IN NURSERY CROWN 1" ABOVE FINISH GRADE GRADE , % 4 MULCH, ALLOW 2 4" MULCH, ALLOW 2" CLR x X N 4 MULCH, ALLOW 2 CLR. cv Q } / j� CLR. FROM TRUNK FROM TRUNK/ STEM FROM TRUNK z FINISH GRADE z_ � /��j FINISH GRADE PROVIDE SAUCER BERMS c� o FINISH GRADE N 3" HEIGHT FOR LARGE SHRUBS 3" HEIGHT SOIL SAUCER. `n SOIL SAUCER. �� INSTALL AT INSTALL AT EDGE OF EDGE OF :..... PLANTING PIT.::::.. :.......... PLANTING PIT. :..... Ir - I TOP SOIL - III — .. .. BACKFILL I — I SCARIFY SUBGRADE — BACKFILL z I III I I I III III_ III z _ — SCARIFY SUBGRADE REMOVE BINDING AND III IIIIIIIII SCARIFY SUBGRADE i I I I I I I� MIN. 2x WIDTH BURLAP FROM TRUNK - `� OF ROOTBALL REMOVE BINDING AND MIN. 2x WIDTH REMOVE BINDING AND MIN. 2x WIDTH BURLAP FROM TRUNK BURLAP FROM TRUNK OF ROOTBALL OF ROOTBALL DECIDUOUS TREE PLANTING AND STAKING DETAIL CONIFEROUS TREE PLANTING & STAKING DETAIL SHRUB PLANTING DETAIL 1 2 3 SCALE: NTS P—MB-26 SCALE: NTS P—RH-06 SCALE: NTS P—RH-08 =1III—III III- IIIIIIIIIIII—III IIIIII11III—III IIIIIII II IIII III,�,III TYPICAL SPACING TYPICAL SPACING PER PLANTING PLAN PER PLANTING PLAN NOTE: 1. ON SLOPES, SET PLANT PERPENDICULAR TO SLOPE. 2. REDUCE MULCH DEPTH TO 2" FOR GROUND COVER SPACED < 15"O.C. GROUNDCOVER PLANTING DETAIL SCALE: NTS P—RH-07 SPACING PER PLAN, TYP. 1 x SPACING PER PLAN, TYP. TYPICAL PLANT SPACING DIAGRAM 1" = 1'-0" P—RH-05 NOTE: REMOVE ALL BINDING FROM TRUNK VINE PLANTING NOT TO SCALE �cEN, IP TO SCREEN. SECURE VINE WITH HORTICULTURE TAPE PLANT VINES AT LEVEL GROWN IN NURSERY MULCH, ALLOW 2" CLR FROM TRUNK/STEM WIDTH OF PLANTING PIT = 2X WIDTH OF ROOTBALL TOP SOIL/ PLANTING SOIL MIX LOOSEN POT BOUND ROOTS PRIOR TO PLANTING UNDISTURBED EXIST SOIL OR EXIST SOIL COMPACTED TO 85% MAX DRY DENSITY; CONTRACTOR TO VERIFY POSITIVE DRAINAGE PRIOR TO INSTALL OF TOPSOIL NAKANO ASSOCIATES LANDSCAPE ARCHITECTS 853 Hiawatha Place S. Seattle, WA 98144 Tel:206.292.9392 www.nakanoassociates.com architect FPrinted 2.13.18 D Schemata Workshop, Inc. 1720 12th Avenue Seattle, WA 98122 CONTACT: Grace Kim, AIA v (206) 285.1589 e grace@schemataworkshop.com C owner Sunset Court LLLP 2900 NE 10th St Renton, WA 98056 CONTACT: Mark Gropper v (425) 226.1850 Sunset Court Apartments 1124-1158 Harrington Ave NE Renton, WA 98056 PRINT DATE 5/19/2017 PROJECT ISSUE DATES NOVEMBER 25, 2015 SCHEMATIC DESIGN JANUARY 20, 2016 SITE PLAN REVIEW SEPTEMBER 14, 2016 DESIGN DEVELOPMENT DECEMBER 2, 2016 BUILDING PERMIT DECEMBER 22, 2016 BUILDING PERMIT ACCESSORY STRUCTURES MARCH 1, 2017 PERMIT REVISIONSQ MARCH 28, 2017 BID SET APRIL 13, 2017 ADDENDUM #1 APRIL 20, 2017 ADDENDUM #2 a APRIL 28, 2017 ADDENDUM #3 MAY 5, 2017 ADDENDUM #4 a MAY 5, 2017 PERMIT REVISIONS 0 MAY 19, 2017 CONFORMED SET JULY 13, 2017 FINAL PERMIT SET NOTE: FULL SCALE SHEET SIZE IS 22" x 34" 1508 Author: 10, PG Checker: JY A PLANTING DETAILS R-394428 L204 2 3 4 5 Copyright NAKANO ASSOCIATES 2 3 Q 5 a C 0 A EXISTING f' 1 I r') M A rN r //\/% \�� /�i\\ Irz I N z\,/, I I I-III-III=III= III III III 1 CEDAR GROVE PLANTING SOIL ) O O O O C � O O O O O STEP 1: RIP, DISC OR SCARIFY SUBGRADE TO MIN. 12 DEPTH. SECTION 0 STEP 2: ADD FIRST LIFT OF PLANTING SOIL. SOIL PREPARATION - PLANTING BEDS LSK-00 1 EXISTING SUBGRADE z \��\% \ \\J\\% \% 00 & -III-III-III-III-III—I I I -I I I —I I MI I I —I I I=1 I —I I I —I STEP 1: RIP, DISC OR SCARIFY SUBGRADE TO MIN. 8" DEPTH. SECTION CEDAR GROVE PLANTING SOIL LSK-00 1 CEDAR GROVE PLANTING SOIL �7 O O O O C � O O O O O STEP 3: INCORPORATE FIRST LIFT OF PLANTING SOIL INTO SCARIFIED SUBGRADE. MIX TO HOMOGENOUS BLEND. LSK-00 1 0000c o 0 0 0 0 o XV �—IIIIIIII I III —III -III=1 I �—III—I I I —III —III —I STEP 2: ADD FIRST LIFT OF PLANTING SOIL. SOIL PREPARATION - LAWN AREAS STEP 4: ADD SECOND LIFT OF PLANTING SOIL MIX. MULCH 0 0 0 0 0 STEP 5: ADD MULCH TOP DRESSING. 4" TYPICAL CONDITION 2" PLANTING BEDS W/ GROUNDCOVER PLANTS LSK-00 1 SOD CEDAR GROVE PLANTING SOIL II I I � O O O O C O O O O C � O O O O O O O O O O STEP 3: INCORPORATE FIRST LIFT OF PLANTING SOIL INTO SCARIFIED SUBGRADE. MIX TO HOMOGENOUS BLEND. STEP 4: ADD SECOND LIFT OF PLANTING SOIL MIX. STEP 5: ADD SOD. :. .: P—RH-55 FINISH GRADE 1 /2" BELOW TOP SURFACE OF EDGING, TYP N LANDSCAPE STEEL EDGING \OT TO SCALE MULCHED AREA AROUND LOG PLAY FEATURE - 1/8" THICK x 4" TALL STEEL LANDSCAPE EDGING TOPSOIL MULCH, TYP. PLANTING BED, TYP. SUBGRADE IN COMPIANCE WITH CITY OF RENTON STANDARDSI NAKANO ASSOCIATES LANDSCAPE ARCHITECTS 853 Hiawatha Place S. Seattle, WA 98144 Tel:206.292.9392 www.nakanoassociates.com architect I Printed 2.13.18 Schemata Workshop, Inc. 1720 12th Avenue Seattle, WA 98122 CONTACT: Grace Kim, AIA v (206) 285.1589 e grace@schemataworkshop.com owner Sunset Court LLLP 2900 N E 10th St Renton, WA 98056 CONTACT: Mark Gropper v (425) 226.1850 Sunset Court Apartments 1124-1158 Harrington Ave NE Renton, WA 98056 PRINT DATE 5/19/2017 PROJECT ISSUE DATES NOVEMBER 25, 2015 SCHEMATIC DESIGN JANUARY 20, 2016 SITE PLAN REVIEW SEPTEMBER 14, 2016 DESIGN DEVELOPMENT DECEMBER 2, 2016 BUILDING PERMIT DECEMBER 22, 2016 BUILDING PERMIT ACCESSORY STRUCTURES MARCH 1, 2017 PERMIT REVISIONS Q MARCH 28, 2017 BID SET APRIL 13, 2017 ADDENDUM #1 APRIL 20, 2017 ADDENDUM #2 La � APRIL 28, 2017 ADDENDUM #3 MAY 5, 2017 ADDENDUM #4 A MAY 5, 2017 PERMIT REVISIONS 0 MAY 19, 2017 CONFORMED SET JULY 13, 2017 FINAL PERMIT SET NOTE: FULL SCALE SHEET SIZE IS 22" x 34" 1508 Author: 10, PG Checker: JY PLANTING DETAILS R-394427 L203 2 3 5 Copyright NAKANO ASSOCIATES 1 2 3 4 5 D C B PLANT SCHEDULE CONIFERS QTY BOTANICAL NAME 7 PINUS CONTORTA'CONTORTA' • J SHORE PINE 3 PINUS NIGRA 'OREGON GREEN' (b, OREGON GREEN PINE 17 THUJA PLICATA 'ATROVIRENS' DIDUOUSS WESTERN RED CEDAR TREES QTY BOTANICAL NAME 25 ACER CIRCINATUM VINE MAPLE 14 Hamamelis Jelena 4 CLADRASTIS KENTUKEA AMERICAN YELLOWWOOD 6 Cornus Starlight SIZE 6' HT, B&B 5'-6" B&B 6' HT, B&B SIZE 1.5" CAL, 8' HT, B&B, MULTISTEM 4' HT, B&B, MULTISTEM 2" CAL, 12'-14' HT, B&B 2" CAL,12'-14' HT, B&B, 5' MIN BRANCH HT �-� 5 FAGUS SYLVATICA'DAWYCK GOLD' 2" CAL, 12'-14' HT, B&B EUROPEAN BEECH 1 JUGLANS REGIA 2" CAL, 10'-12' HT, B&B 0 CARPATHIAN ENGLISH WALNUT 3 MAGNOLIA ACUMINATA Magnolia kobus 1.75" CAL, 10'-12' HT, B&B SAUCER MAGNOLIA 10 NYSSA SYLVATICA 2" CAL,12'-14' HT, B&B, 5' MIN BRANCH HT SOUR GUM 3 PARROTIA PERSICA'VANESSA' 2" CAL, 10'-12' HT, B&B + PERSIAN PARROTIA 1 Prunus Santa Rosa 1" CAL, 7'-8' HT, B&B 6 ROBINIA PSEUDOACACIA Purple Robe 2" CAL, 10'-12' HT &B, 5' MIN BRANCH HT ROSE ACACIA �6\ EDIBLE GARDEN SCHEDULE SHRUBS GROUND COVERS A Kl°Isl°Il(°fl(u Kl �l Isl Isl QTY BOTANICAL NAME SIZE 3 CYNARA SCOLYMUS `GREEN GLOBE` 2 GAL Green Globe Artichoke 1 LAURUS NOBILIS 5 GAL, 24" HT Sweet Bay 17 LAVANDULA ANGUSTIFOLIA 2 GAL, 12" HT English Lavender 4 RIBES NIGRUM `PRINCE CONSORT` 2 GAL, 24" HT, MIN 3 CANES Prince Consort Black Currant 3 RIBES NIGRUM `RISAGER` 2 GAL, 24" HT, MIN 3 CANES Risager Black Currant 2 ROSMARINUS OFFICINALIS `ARP` 5 GAL, 18" HT Arp Rosemary 2 ROSMARINUS OFFICINALIS 'TUSCAN BLUE` 2 GAL, 12" HT Tuscan Blue Rosemary 5 SALVIA OFFICINALIS 1 GAL Garden Sage QTY BOTANICAL NAME SIZE 34 ALLIUM SCHOENOPRASUM 4" POT @ 12" OC Common Chives 135 ORIGANUM VULGARE `ITALIAN` Italian Oregano 146 THYMUS VULGARIS Common Thyme 4" POT @ 12" OC 4" POT @ 8" OC SHRUBS :: 101 (:> i0 0 0 101 O ':`i 0 PERENNIALS 0 13 QTY BOTANICAL NAME SIZE 2 AMELANCHIER ALNIFOLIA'REGENT' 5 GAL, 30" HT SASKATOON SERVICEBERRY 44 AZARA MICROPHYLLA 5 GAL, 24" HT BOX LEAF AZARA 85 BERBERIS THUNBERGII 'CRIRUZAM' 3 GAL, 12" HT CRIMSON RUBY pygmy Barberry 170 ESCALLONIA X 'NEWPORT DWARF' 5 GAL, 24" HT NEWPORT DWARF ESCALLONIA 45 ILEX CRENATA'HELERIF 2 GAL, 12" HT HELER JAPANESE HOLLY 174 LONICERA PILEATA 1 GAL 18" SPREAD PRIVET HONEYSUCKLE * 248 MAHONIA AQUIFOLIUM 'COMPACTA' 1/2 @ 2 GAL, 18" HT r COMPACT OREGON GRAPE * 1/2@ 5 GAL, 24" HT r 38 MYRICA CALIFORNICA 5 GAL, 36" HT PACIFIC WAX MYRTLE * 125 RHAPHIOLEPIS INDICA'BALLERINA' 1 GAL 12" HT BALLERINA INDIAN HAWTHORN * 89 RHAPHIOLEPIS UMBELLATA'MINOR' 5 GAL, 24" HT YEDDA HAWTHORN 4 RIBES NIGRUM 'PRINCE CONSORT' 2 GAL, 24" HT, MIN 3 CANES PRINCE CONSORT BLACK CURRANT 2 RIBES NIGRUM 'RISAGER' 2 GAL, 24" HT, MIN 3 CANES RISAGER BLACK CURRANT 43 ROSMARINUS OFFICINALIS 'ARP' 2 GAL, 18" SPREAD ARP ROSEMARY 22 RUBUS IDAEUS 'AUTUMN BRITTEN' 2 GAL, 30" HT, MIN 3 CANES AUTUMN BRITTEN RASPBERRY 105 SPIRAEA BETULIFOLIA 'TOR' 2 GAL, 18" HT BIRCHLEAF SPIREA * 44 SPIRAEA NIPPONICA'SNOWMOUND' 2 GAL, 24" HT SNOWMOUND SPIREA * 7 VACCINIUM ANGUSTIFOLIUM 'TOP HAT' 2 GAL, 12" HT, MIN 3 CANES LOWBUSH BLUEBERRY 55 VACCINIUM CORYMBOSUM 'BLUERAY' 2 GAL, 18"HT, MIN 4 CANES BLUERAY HIGHBUSH BLUEBERRY 157 VACCINIUM OVATUM 5 GAL, 24" HT EVERGREEN HUCKLEBERRY QTY BOTANICAL NAME SIZE 52 LAVANDULA ANGUSTIFOLIA 'HIDCOTE' 2 GAL, 12" HT HIDCOTE LAVENDER 105 NASSELLA TENUISSIMA 1 GAL TEXAS NEEDLE GRASS DROUGHT TOLERANCE AND NATIVE SPECIES IINUIU/A I L�) UKUUUH I I ULLKHIN I /\INU INUK I I-1 VVLST NATIVE SPECIES BIORETENTION AREAS CALIFORNIA GRAY RUSH, SHORE PINE, VINE MAPLE, WESTERN SWORD FERN, AND BLUEBERRY ARE SPECIFIED FOR BIORETENTION AREAS. SEE L201 PLANTING PLANT FOR LAYOUT OF PLANTS IN BIORETENTION AREAS. PLANT QUANTITIES ON THIS SHEET INCLUDE PLANTS FOR Additional revisions in red per RFI 121.1 Confirmed Plantina Substitutions VINES QTY BOTANICAL NAME SIZE 4 AKEBIA QUINATA 1 GAL ® CHOCOLATE VINE 6 TRACHELOSPERMUM JASMINOIDES 1 GAL ® CHINESE STAR JASMINE 2 VITIS LABRUSCA'INTERLAKEN' 1 GAL GRAPE 2 VITIS X'JUPITER' 1 GAL GRAPE GROUND COVERS QTY BOTANICAL NAME SIZE J J J J 84 EPIMEDIUM X VERSICOLOR 'SULPHUREUM' 4" POT @ 12" OC J J J J J BICOLOR BARRENWORT JriJi ENJiiJi rrrrr� F�rrrr/ BEEN M� NSON 492 FRAGARIA CHILOENSIS 4" POT @ 12" OC BEACH STRAWBERRY 22 FRAGARIA X ANANASSA'EVERSWEET' 1 GAL @ 24" OC STRAWBERRY 208 GAULTHERIA SHALLON 1 GAL @ 24" OC SALAL 46 JUNCUS PATENS 1 GAL @ 24" OC CALIFORNIA GRAY RUSH 809 MAHONIA REPENS 1 GAL @ 18" OC CREEPING MAHONIA 824 POLYSTICHUM MUNITUM 2 GAL @ 24" OC WESTERN SWORD FERN 367 RUBUS PENTALOBUS 'EMERALD CARPET' 1 GAL @ 24" OC BRAMBLE* 306 SARCOCOCCA HOOKERIANA HUMILIS SWEET BOX 350 THYMUS PSEUDOLANUGINOSUS WOOLLY THYME PLANT MIXES 0000000 0000000 0000000 0 0 0 0 r<� See ASI-003 VE Items - Civil/Landscape 2 GAL @ 24" OC 4" POT @ 8" OC FERN MIX 593 SF BLECHNUM SPICANT / DEER FERN * 39 25% 2 gal 24" oc MAHONIA NERVOSA / OREGON GRAPE * 39 25% 1 gal 24" oc POLYSTICHUM MUNITUM / WESTERN SWORD FERN 78 50% 1 gal 24" oc NORTHWEST MIX 1,027 SF GAULTHERIA SHALLON / SALAL * 161 60% 1 gal 24" oc POLYSTICHUM MUNITUM / WESTERN SWORD FERN 107 40% 1 gal 24" oc SOUTH MOUND MIX 558 SF (UNDERPLANT WOODY PLANTS W/ PERENNIALS. SPACE PERENNIALS 4'OC. 50% ALLIUM & 50% CAMAS) * ALLIUM GIGANTEUM 'GLOBEMASTER' / GIANT ALLIUM * 19 50% bulbs 48" oc CAMASSIA LEICHTLINII / INDIAN HYACINTH * 19 50% bulbs 48" oc MAHONIA REPENS / CREEPING MAHONIA * 73 50% 1 gal 24" oc VACCINIUM ANGUSTIFOLIUM 'BURGUNDY' / LOWBUSH BLUEBERRY * 73 50% 1 gal 24" oc SOD 2,071 SF TURFGRASS MIX DESIGNED FOR THE PACIFIC NORTHWEST W/ 60% PERENNIAL TURF TYPE RYEGRASS, 20% HYBRID KENTUCKY BLUEGRASS, & 20% FINE FESCUE. (SEE SPECIFICATIONS) MULCH ONLY HYDROSEED - GRASS -FILLED GEOBLOCK AREA * 600 SF DROUGHT TOLERANT, LOW MAINTENANCE ECO—LAWN MIX (SEE SPECIFICATIONS) EDIBLE GARDEN � L205 Hevir ed 05/16/2018 11:31:38 AM Frrmherrera ENT PLANNING 05/16/2018 NAKANO .ftzx3v%11A 1 =111 LANDSCAPE ARCHITECTS 853 Hiawatha Place S. Seattle, WA 98144 Tel:206.292.9392 www.nakanoassociates.com Printed 2.13.18 architect D Schemata Workshop, Inc. 1720 12th Avenue Seattle, WA 98122 CONTACT: Grace Kim, AIA v (206) 285.1589 e grace@schemataworkshop.com C O F WAS S/co c� c C� 20 � 096 EXP• (3g owner Sunset Court LLLP 2900 N E 10th St Renton, WA 98056 CONTACT: Mark Gropper v (425) 226.1850 Sunset Court Apartments 1124-1158 Harrington Ave NE Renton, WA 98056 B PRINT DATE 5/19/2017 PROJECT ISSUE DATES NOVEMBER 25, 2015 SCHEMATIC DESIGN JANUARY 20, 2016 SITE PLAN REVIEW SEPTEMBER 14, 2016 DESIGN DEVELOPMENT DECEMBER 2, 2016 BUILDING PERMIT DECEMBER 22, 2016 BUILDING PERMIT ACCESSORY STRUCTURES MARCH 1, 2017 PERMIT REVISIONSQ MARCH 28, 2017 BID SET APRIL 13, 2017 ADDENDUM #1 APRIL 20, 2017 ADDENDUM #2 a APRIL 28, 2017 ADDENDUM #3 MAY 5, 2017 ADDENDUM #4 a MAY 5, 2017 PERMIT REVISIONS 0 MAY 19, 2017 CONFORMED SET JULY 13, 2017 FINAL PERMIT SET MAY 14, 2018 PERMIT REVISIONS 0 NOTE: FULL SCALE SHEET SIZE IS 22" x 34" 1508 Author: 10, PG q Checker. JY PLANTING SCHEDULE R-394426 L202 Copyright NAKANO ASSOCIATES 2 3 4 5 M C W ► I I ► GLENNWOOD AVE NE ' I � IF 5O R.O.W. IRRIGATION WATER I I METER, SEE CIVIL REVISION TO - ACCOMMODATE TO EXISTING STREET ► SS N ++: TREES IN R.O.W. ► I TREE I J i I I J 2 0 1 EXISTIN I TREE � I_J I 0 I EXISTING BIORETENTION LANDSCAPE TO REMAIN 1 I W I z W Q I Z CD O 1 I-_ 01� CD o zC-0 IIcz I I ► Q I I Ili = (E) ASPHALT PAVEMENT VACATED R.O.W. / r\ 7) 7) /l F) r 7) T\/ I I N I r TRASH/RECYCLING a ENCLOSURE, TYP. NO SIDE YARD SETBACK REQ'D (SUBJECT PROPERTY NOT ABUTTING RESIDENTIAL ZONE) - LEGEND • EXISTING TREES TO BE SAVED 0 AND PROTECTED TREE PROTECTION FENCING, SEE C1.0 (1) TRANSPLANTED EXISTING OAK TREE. SEE C1.0 FOR ORIGINAL LOCATION (3) ARBOR, SEE ARCHITECTURE ❑❑ (16) 4'X4' WEATHERING STEEL PLANTER BOX, SEE L101 Planter boxes 4" below adjacent sidewalk / ° / / / / TRASH/RECYCLING ENCLOSURE, TYP. NO REAR YARD SETBACK REQ'D 10' LANDSCAPE BUFFER z., ; AFo� PLANTING NOTES REFER TO L202 FOR PLANTING SCHEDULE. REFER TO L203 THROUGH L205 FOR PLANTING DETAILS. ALL AREAS NOT INDICATED FOR PAVING OR PLANTING SHALL RECEIVE 4" DEPTH MULCH. USE TRIANGULAR SPACING WHEN PLANTING GROUNDCOVERS. TREES AND SHRUBS SHALL BE UNDERPLANTED WITH GROUNDCOVER WHERE GROUNDCOVER IS USED. CONTRACTOR SHALL PROVIDE QUANTITY OF PLANTS THAT ARE REPRESENTED ON PLANTING PLAN. IF A DISCREPANCY BETWEEN PLAN AND PLANT SCHEDULE IS ENCOUNTERED, NOTIFY THE L.A. FOR CLARIFICATION IMMEDIATELY. 6. CONTRACTOR SHALL BE FAMILIAR WITH LOCATIONS OF ALL ON -SITE UTILITIES PRIOR TO COMMENCING ANY LANDSCAPE WORK. Revised 7. ALL WORK WITHIN CRITICAL ROOT ZONES OF 05/16/2018 11:31:29 AM EXISTING TREES SHALL BE IN ACCORDANCE WITH ARBORIST REPORT AND TREE CURRENT PLANNING PROTECTION DETAIL. � ,� mherrera 05/16/2018 8. FINE GRADE DURING PLANTING OPERATIONS TO MAINTAIN SURFACE DRAINAGE FLOW DIRECTION REQUIREMENTS SHOWN ON i� GRADING PLAN. REFER TO CIVIL PLANS FOR TREE PROTECTION, LOCATION OF EXISTING TREE TO BE TRANSPLANTED, GRADING, AND DRAINAGE. 10. ADJUST LOCATION OF SHRUBS NEAR FIRE 20 10 0 20 40 HYDRANTS AS NECESSARY TO PROVIDE MINIMUM 3' CLEARANCE BASED ON EXPECTED MATURE SIZE OF SHRUBS. SCALE IN FEET NAKANO ASSOCTATIRS LANDSCAPE ARCHITECTS 853 Hiawatha Place S. Seattle, WA 98144 Tel:206.292.9392 www.nakanoassociates.com architect FPrinted 2.13.18 D Schemata Workshop, Inc. 1720 12th Avenue Seattle, WA 98122 C CONTACT: Grace Kim, AIA v (206) 285.1589 e gracegschemataworkshop.com F WAS � S/�c'� co V4 o U n 20 �K 95 EXP. 0°'�P�G�\ AN 1PE owner Sunset Court LLLP 2900 NE 10th St Renton, WA 98056 CONTACT: Mark Gropper v (425) 226.1850 Sunset Court Apartments 1124-1158 Harrington Ave NE Renton, WA 98056 PRINT DATE 5/19/2017 PROJECT ISSUE DATES NOVEMBER 25, 2015 SCHEMATIC DESIGN JANUARY 20, 2016 SITE PLAN REVIEW SEPTEMBER 14, 2016 DESIGN DEVELOPMENT DECEMBER 2, 2016 BUILDING PERMIT DECEMBER 22, 2016 BUILDING PERMIT ACCESSORY STRUCTURES MARCH 1, 2017 PERMIT REVISIONS 9Q MARCH 28, 2017 BID SET APRIL 13, 2017 ADDENDUM #1 APRIL 20, 2017 ADDENDUM #2 A APRIL 28, 2017 ADDENDUM #3 MAY 5, 2017 ADDENDUM #4 a MAY 5, 2017 PERMIT REVISIONS 0 MAY 19, 2017 CONFORMED SET JULY 13, 2017 FINAL PERMIT SET MAY 14, 2018 PERMIT REVISIONS 0 NOTE: FULL SCALE SHEET SIZE IS 22" x 34" 1508 Author: 10, PG A Checker: JY PLANTING PLAN R-394425 L201 2 3 0 5 Copyright NAKANO ASSOCIATES 2 3 Q 5 C NEW PAVING SURFACE CLEAN, COMPACTED NATIVE BACKFILL. WARNING TAPE (BLUE) MIN. 12" ABOVE PIPE. 5/8" MINUS CRUSHED ROCK BEDDING. SCHED. 80 PVC SLEEVE W/ MAIN OR LATERAL LINES NOTES: 1. SLEEVE SHALL BE MINIMUM TWICE THE DIAMETER OF THE INSERTED PIPE AND MINIMUM 3" DIAMETER UNLESS INDICATED OTHERWISE ON IRRIGATION PLAN 2. SLEEVES REQUIRED UNDER ALL PAVED AREAS. IRRIGATION SLEEVING SECTION SCALE: NTS P—RH-24 OF EAD i PVC PIPE E NOTE: 1. STAKE POST LOCATION FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FROST -PROOF YARD HYDRANT P—RH-53 FINISH GRADE =Ii1—i11 iii—i1——Iil—i iii——Ii—Iil——� � �iiii—i 1=1 I —III —III —I ��i��i��i��i�% I —III— III — I i- �—III—III III —III —III I i %. III —III i- I III-1 I I-1 I I— // // // // / III-1 I I_ z � ///// /%�/COMPACTED —z j-I \/ / ���� —1 1— Vx — � I I NATIVE BACKFILL. III —I - -1 iice/i I I 00 -1 VA�x - // WARNING TAPE (BLUE) ' MIN. 6" ABOVE PIPE. I��%�/��� z =1 IVA OVA OVA �`I I- / BACKFILL MATERIAL — N \� \ —I I —I II� I l 1' � I� PVC MAINLINE. SIZE\III II II II I� PER PLAN. BUNDLE CONTROL WIRES UNDER MAIN LINE AND OPPOSITE SIDE FROM SWING JOINTS (WHEN LATERAL AND MAIN SHARE TRENCH) MAINLINE SECTION LATERAL SECTION IRRIGATION TRENCHING SECTIONS SCALE: NTS POP—UP SPRINKLER HEAD (6" HT. FOR TURF, 12" HT. FOR SHRUB BEDS) NISH GRADE DRAY HEAD BODY, SEE SPECS �_H. 80 NIPPLE �TERAL PIPE /2" PVC STREET ELLS (3) POP-UP SPRAY HEAD DETAIL SCALE: NTS P—RH-17 FINISH GRADE PVC TRIPLE SWING JOINT AND HEAD WARNING TAPE (BLUE) MIN. 6" ABOVE PIPE. BACKFILL AROUND SWING JOINT AND HEAD PVC LATERAL LINE. SIZE PER PLAN. OVEREXCAVATE UNSUITABLE MATERIALS P—RH-23 IN COMPIANCE WITH CITY OF RENTON STANDARDS NAKANO ASSOCIATES LANDSCAPE ARCHITECTS 853 Hiawatha Place S. Seattle, WA 98144 Tel:206.292.9392 www.nakanoassociates.com architect FPrinted 2.13.18 D Schemata Workshop, Inc. 1720 12th Avenue Seattle, WA 98122 C CONTACT: Grace Kim, AIA v (206) 285.1589 e grace@schemataworkshop.com owner Sunset Court LLLP 2900 NE 10th St Renton, WA 98056 CONTACT: Mark Gropper v (425) 226.1850 Sunset Court Apartments 1124-1158 Harrington Ave NE Renton, WA 98056 PRINT DATE 5/19/2017 PROJECT ISSUE DATES NOVEMBER 25, 2015 SCHEMATIC DESIGN JANUARY 20, 2016 SITE PLAN REVIEW SEPTEMBER 14, 2016 DESIGN DEVELOPMENT DECEMBER 2, 2016 BUILDING PERMIT DECEMBER 22, 2016 BUILDING PERMIT ACCESSORY STRUCTURES MARCH 1, 2017 PERMIT REVISIONSQ MARCH 28, 2017 BID SET APRIL 13, 2017 ADDENDUM #1 APRIL 20, 2017 ADDENDUM #2 a APRIL 28, 2017 ADDENDUM #3 MAY 5, 2017 ADDENDUM #4 a MAY 5, 2017 PERMIT REVISIONS 0 MAY 19, 2017 CONFORMED SET JULY 13, 2017 FINAL PERMIT SET NOTE: FULL SCALE SHEET SIZE IS 22" x 34" 1508 Author: IO, PG Checker: JY IRRIGATION DETAILS R-394424 L 06 2 3 G! 5 Copyright NAKANO ASSOCIATES 2 3 Q 5 0 C JUMBO PLASTIC — VALVE BOX BRASS SHUT—OFF VALVE FINISH GRADE z O SCH. 80 RISER SxT TEE W/ 2" NIPPLE AT MAINLINE %2" WIRE CLOTH GOPHER - SCREEN, WRAP UP SIDES. CONTROLLER WIRE WITH 30 INCH LINEAR LENGTH OF COIL, WITH PLASTIC I.D. TAG AND WATERPROOF CONNECTORS. CONTROL VALVE FILTER /17—PRESSURE REGULATOR DRIP IRRIGATION CONTROL VALVE SCA_-: \C- TO SCA_- PVC UNION W/ SHORT NIPPLES I Ow w Q III m � O O� 00 OUTLET PIPE SAME SIZE AS VALVE, 24" MIN. LENGTH TO FIRST FITTING. 45° DOWN AS REQ. TO LATERAL PIPE DEPTH. TWO 6X2X 16 CONCRETE BLOCK CAPS, ONE ON EACH SIDE OF THE BOX. NOTE: PROVIDE DRIPLINE IRRIGATION IN NARROW PLANTING STRIPS BETWEEN ENTRY PATHS. CONDITION OCCURS IN FOUR LOCATIONS. DRIPLINE IRRIGATION AT NARROW PLANTING STRIP SCA P—RH-60 3/4" MALE ADAPTOR BLANK TUBING PVC PIPE z 00 ROUND VALVE BOX PER SPECS FINISH GRADE -1 I I-1 I I I-III-1 I I-i I I -I i —I AUTOMATIC FLUSH — VALVE II III COMPRESSION =1 III 1- ADAPTOR — PVC ELBOW O =1 I I 1 114 I� 0Ooo 00 0 I I� O O O O O I II 11- -1on���Onn�-III- n c) III-� Oo 0 �I IIII—III I� IIIII 11- -111i Illi� IliICI��I�I' 8" DRIP LINE FLUSH VALVE DETAIL SCALE: NTS PEA GRAVEL SUMP, 18" MIN DEPTH P—RH-22 PVC DRIP MANIFOLD PIPE PVC SCH 40 TEE OR EL BARB CROSS INSERT FITTING PROJECTED CANOPY LINE OF TREE ROOTBALL TIE —DOWN STAKE DRIPLINE, %2" POLYETHYLENE TUBING, TYP. BARB TEE INSERT FITTING, TYP. OF 3 NOTE: FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE —DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. DRIPLINE RING FOR TREES SCALE: NTS ROUND VALVE BOX I[010al:,go] INME 01111If] I MULCH, SEE PLANTING DETAILS FINISH GRADE PRIOR TO PLACING MULCH DRIPLINE SOIL COMPACTED TO 85% MAX DRY DENSITY BLANK TUBING NOTE: PROVIDE ONE DRIPLINE OPERATION INDICATOR PER DRIP ZONE. DRIPLINE OPERATION INDICATOR IN BOX SCA_C: ATS P—RH-61 IN COMPIANCE WITH CITY OF RENTON STANDARDS NAKANO ASSOCIATES LANDSCAPE ARCHITECTS 853 Hiawatha Place S. Seattle, WA 98144 Tel:206.292.9392 www.nakanoassociates.com architect FPrinted 2.13.18 D Schemata Workshop, Inc. 1720 12th Avenue Seattle, WA 98122 C CONTACT: Grace Kim, AIA v (206) 285.1589 e grace@schemataworkshop.com owner Sunset Court LLLP 2900 NE 10th St Renton, WA 98056 CONTACT: Mark Gropper v (425) 226.1850 Sunset Court Apartments 1124-1158 Harrington Ave NE Renton, WA 98056 PRINT DATE 5/19/2017 PROJECT ISSUE DATES NOVEMBER 25, 2015 SCHEMATIC DESIGN JANUARY 20, 2016 SITE PLAN REVIEW SEPTEMBER 14, 2016 DESIGN DEVELOPMENT DECEMBER 2, 2016 BUILDING PERMIT DECEMBER 22, 2016 BUILDING PERMIT ACCESSORY STRUCTURES MARCH 1, 2017 PERMIT REVISIONSQ MARCH 28, 2017 BID SET APRIL 13, 2017 ADDENDUM #1 APRIL 20, 2017 ADDENDUM #2 a APRIL 28, 2017 ADDENDUM #3 MAY 5, 2017 ADDENDUM #4 a MAY 5, 2017 PERMIT REVISIONS 0 MAY 19, 2017 CONFORMED SET JULY 13, 2017 FINAL PERMIT SET NOTE: FULL SCALE SHEET SIZE IS 22" x 34" 1508 Author: 10, PG Checker: JY A IRRIGATION DETAILS R-394423 L 05 2 3 G! 5 Copyright NAKANO ASSOCIATES 2 3 Q 5 D C B A U � PVC EXHAUST HEADER 2"-4" FROM EDGE, TYP MANUAL LINE FLUSH VALVE PLUMBED TO PVC DRIPPER TUBING SPACING PVC SUPPLY HEADER START CONNECTION PVC CROSS W/ 3/4" MPT BARBED ADAPTERS TO O DRIPPER TUBING, TYP CONTROL VALVE WITH PRESSURE REGULATOR, BALL VALVE & FILTER MANUAL LINE DRIPPER TUBING FLUSH VALVE PLUMBED TO PVC PLANTING AREA PERIMETER PVC EXHAUST PVC TEE W/ 3/4" MPT HEADER BARBED ADAPTERS TO DRIPPER TUBING, TYP DRIP CENTER FEED LAYOUT DRIP FEED LAYOUT S-CA_-: ITS PVC SUPPLY HEADER START CONNECTION PLANTING AREA PERIMETER DRIPPER TUBING MANUAL LINE FLUSH VALVE PLUMBED TO PVC PVC EXHAUST HEADER NOTES: 1. DRIPPER TUBING RUNS BETWEEN PVC HEADERS SHALL NOT EXCEED 200' IN LENGTH. 2. FOR SLOPES, INSTALL CHECK VALVES EVERY 54" IN ELEVATION CHANGE. rrmm NE TUBIN �ESSIOI` '0 R EE (Sx 'IPE DRIP LINE MANIFOLD CONNECTIONS SCALE: NTS rl rl(1\A/ JBING 3SION IN COMPIANCE WITH CITY OF RENTON STANDARDS11 PVC EXHAUST HEADER 0 CONTROL VALVE WITH ` PRESSURE REGULATOR, MANUAL LINE BALL VALVE & FILTER FLUSHING VALVE \ PLUMBED TO PVC \ PLANTING 2"-4" FROM \ AREA EDGE, TYP \ PERIMETER DRIPPER \ 2-4" FROM TUBING SPACING \ DRIPPEi_ EDGE, TYP \ �� TUBING R DRIP END FEED LAYOUT DRIPPER TUBING SPACING PVC TEE W/ 3/4" PVC TEE W/ 3/4" MPT MPT BARBED CONTROL VALVE BARBED ADAPTERS TO ADAPTERS TO WITH PRESSURE DRIPPER TUBING, TYP DRIPPER TUBING, REGULATOR, BALL TYP VALVE &FILTER PVC SUPPLY HEADER DRIP IRREGULAR FEED LAYOUT 3. INSTALL ONE DRIPLINE OPERATION INDICATOR PER VALVE LOCATE ON DRIPPER TUBING CLOSEST TO CONTROL VALVE. MULCH P-RH-58 4. CONNECT SUPPLY AND EXHAUST HEADERS TOGETHER WITH ADDITIONAL PVC HEADER WHEN LINES EXCEED 75' IN LENGTH AND/ OR 20' IN WIDTH. ROUTE ADDITIONAL HEADER LINE TO AVOID TREE CONFLICTS. DRIPPER TUBING DRIPPERLINE FITTINGS nDID IDDIr CYLIAI ICT L_1C:A C:D \A// I ATCDAI ('�IAInIC(�Tlrinl SCn F: CIS P-RH-51 NAKANO ASSOCIATES LANDSCAPE ARCHITECTS 853 Hiawatha Place S. Seattle, WA 98144 Tel:206.292.9392 www.nakanoassociates.com architect I Printed 2.13.18 D Schemata Workshop, Inc. 1720 12th Avenue Seattle, WA 98122 CONTACT: Grace Kim, AIA v (206) 285.1589 e grace@schemataworkshop.com C B owner Sunset Court LLLP 2900 NE 10th St Renton, WA 98056 CONTACT: Mark Gropper v (425) 226.1850 Sunset Court Apartments 1124-1158 Harrington Ave NE Renton, WA 98056 PRINT DATE 5/19/2017 PROJECT ISSUE DATES NOVEMBER 25, 2015 SCHEMATIC DESIGN JANUARY 20, 2016 SITE PLAN REVIEW SEPTEMBER 14, 2016 DESIGN DEVELOPMENT DECEMBER 2, 2016 BUILDING PERMIT DECEMBER 22, 2016 BUILDING PERMIT ACCESSORY STRUCTURES MARCH 1, 2017 PERMIT REVISIONSQ MARCH 28, 2017 BID SET APRIL 13, 2017 ADDENDUM #1 APRIL 20, 2017 ADDENDUM #2 a APRIL 28, 2017 ADDENDUM #3 MAY 5, 2017 ADDENDUM #4 a MAY 5, 2017 PERMIT REVISIONS 0 MAY 19, 2017 CONFORMED SET JULY 13, 2017 FINAL PERMIT SET NOTE: FULL SCALE SHEET SIZE IS 22" x 34" 1508 Author: 10, PG Checker: JY A IRRIGATION DETAILS R-394422 Ll 04 2 3 AM 5 Copyright NAKANO ASSOCIATES 2 3 Q 5 D C B A QUICK COUPLER VALVE FOR 5 QC WINTERIZATION I L103 NOTE: RUN COPPER SCH 40 PVC IRRIGATION TELECOM CABLE FROM MAINLINE, SIZE PER PLAN FLOW SENSOR TO 1 CONTROLLER (LOCATION 1 5x PIPE I.D. MIN. CLEARANCE PER PLAN) REQ. TO FIRST JOINT OR FITTING FS 2" FLOW SENSOR IN VALVE BOX 1 1 10x PIPE I.D. MIN. CLEARANCE 1 REQ. TO FLOW SENSOR Z 1-1/2" MASTER VALVE IN VALVE M V BOX (NORMALLY OPENED) L 03 1 2" BRASS PIPE FROM 1 DCVA TO MASTER VALVE 1 1 PRESSURE REDUCING VALVE PRV REQUIRED WHEN PRESSURE AT 2" PIPE FROM TAP METER EXCEED 80 PSI TO METER (SEE DCV 1-1/2" WILKINS 950XLT DOUBLE 2 CIVIL SHEETS) CHECK VALVE ASSEMBLY W/ UNION L103 1 END BALL VALVES TAP (SEE I 2" BRASS PIPE FROM METER CIVIL SHEETS) G V 2" BRONZE GATE VALVE L 03 EXISTING WATER SERVICE MAINLINE M DEDICATED IRRIGATION WATER METER (SEE CIVIL SHEETS) POINT OF CONNECTION DIAGRAM SCALE: NTS 1. USE NON THREADED FEMALE OR MALE ADAPTERS AT UNIONS. GATE VALVE ASSEMBLY NI` ADJACENT FINISH GRADE — i FROM METER BRASS UNION FITTING, TYP (1 OF 2) CARSON 1324 VALVE BOX W/LOCKING LID WILKINS 950XLT BRASS DOUBLE CHECK VALVE W/ REMOVABLE BRASS TEST COCK PLUGS INSTALLED WITH SCHEDULE 80 PVC, OR BRASS UNION z_ C° III IRRIGATION III-� -MAINLINE N z DIRECTION OF FLOW MIN 6" DEEP CLEAN DRAINROCK DOUBLE CHECK VALVE ASSEMBLY IN COMPIANCE WITH CITY OF RENTON STANDARDS11 NORMALLY OPEN MASTER VALVE - SPARE WIRE (1 FOR EACH 4 ZONES) BRASS UNION (2 PLACES) - BRASS PIPE FROM DCVA SCH80 FITTINGS/ADAPTORS (AS REQ.) 3" DEEP 1 -1 /2"0 MAX. WASHED ROCK OVER GEOTEXTILE FABRIC, TYP. — NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS. JUMBO VALVE BOX W/LOCKING LID WATERTIGHT SPLICE KIT SPLICE KIT ---i 10x PIPE I.D. MIN FROM FITTING TO FLOW SENSOR SCH. 80 BRASS PVC 5x PIPE I.D. MIN. FROM FLOW SENSOR TO FIRST FITTING FLOW SENSOR PE-89 CABLE FIRST ELBOW, JOINT OR FITTING (SCH.40 PVC BEYOND) MASTER VALVE AND FLOW SENSOR P—RH-12 SCALE: NTS P—RH-13 SCA-C: ITS SPARE 1 /4" DIA. GALV. EXTENSIONS AS THREADED U-BOLT W/ REQUIRED NUTS AND WASHERS, FINISH GRADE TYP. PLAN VIEW OF BRACE BRASS FINISH GRADE SHUT-OFF 10"(MIN) VALVE BOX W/ LOCKING LID VALVE BOX W/ LOCKING LID VALVE (GREEN IN COLOR) (SEE SPECS.) EXTENSIONS (AS REQUIRED) 1- ,- III11 II I� BRASS QUICK COUPLER N z - VALVE (SEE SPECS) BRASS GATE VALVE, CENTER WITHIN RISER (SIZE EQUAL TO MAINLINE) N 18" LONG, 1 " DIA. SCH. 80 PVC BRACE t SCH 40 PVC MAINLINE SCH. 40 PVC MAINLINE SCH 80 PVC SxS UNION, TO LOOSEN OUTWARD AWAY FROM VALVE, BOTH SIDES SCH. 40 GALV. TRIPLE SWING JOINT ASSEMBLY W/ THREADED SCH 80 PVC TOE NIPPLE RISER AS REQ. 3" DEPTH OF 3/8 MINERAL AGGREGATE 3" OF GRAVEL WITH OVER GEOTEXTILE FABRIC NOTE: USE TEFLON TAPE ON GEOTEXTILE FABRIC UNDER ALL THREADED FITTINGS. QUICK COUPLER VALVE DETAIL SCALE: NTS P—RH-16 DETAIL —FILE FINISH GRADE WATER TIGHT WIRE SPLICES, TYP. JUMBO VALVE BOX W/ LOCKING LID III �IIIIIII I SCH. 40 PVC LATERAL J� 3" CUT NOTCHES IN o o 0o BOX FOR PIPE AS REQ. AT EACH END UNION, TYP. OF 2 AUTOMATIC GEO-TEXTILE FABRIC CONTROL VALVE 3/4"0 DRAINROCK PVC ADAPTER, TYP. CONTROL WIRES IN 3/4" CONDUIT, REFER TO ELECTRICAL SHEETS. SOLENOID VALVE DETAIL SCALE: NTS P—RH-15 NAKANO ASSOCIATES LANDSCAPE ARCHITECTS 853 Hiawatha Place S. Seattle, WA 98144 Tel:206.292.9392 www.nakanoassociates.com nted 2.13 architect Fp-rl.18 D Schemata Workshop, Inc. 1720 12th Avenue Seattle, WA 98122 CONTACT: Grace Kim, AIA v (206) 285.1589 e grace@schemataworkshop.com C A owner Sunset Court LLLP 2900 NE 10th St Renton, WA 98056 CONTACT: Mark Gropper v (425) 226.1850 Sunset Court Apartments 1124-1158 Harrington Ave NE Renton, WA 98056 PRINT DATE 5/19/2017 PROJECT ISSUE DATES NOVEMBER 25, 2015 SCHEMATIC DESIGN JANUARY 20, 2016 SITE PLAN REVIEW SEPTEMBER 14, 2016 DESIGN DEVELOPMENT DECEMBER 2, 2016 BUILDING PERMIT DECEMBER 22, 2016 BUILDING PERMIT ACCESSORY STRUCTURES MARCH 1, 2017 PERMIT REVISIONSQ MARCH 28, 2017 BID SET APRIL 13, 2017 ADDENDUM #1 APRIL 20, 2017 ADDENDUM #2 A APRIL 28, 2017 ADDENDUM #3 4 MAY 5, 2017 ADDENDUM #4 A MAY 5, 2017 PERMIT REVISIONS 0 MAY 19, 2017 CONFORMED SET JULY 13, 2017 FINAL PERMIT SET NOTE: FULL SCALE SHEET SIZE IS 22" x 34" 1508 Author: 10, PG Checker: JY IRRIGATION DETAILS R-394421 Li 03 2 3 M 5 Copyright NAKANO ASSOCIATES 2 IRRIGATION SCHEDULE 3 5 NAKANO C A SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY HUNTER MP2000 PROS-06-PRS40-CV 9 SHRUB ROTATOR, 6" (15.24 CM) POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC ON PRS40 BODY. HUNTER MP3000 PROS-06-PRS40-CV 9 SHRUB ROTATOR, 6" (15.24 CM) POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE. B=BLUE ADJ ARC 90-210, Y=YELLOW ADJ ARC 210-270, A=GRAY 360 ARC ON PRS40 BODY. HUNTER MP CORNER PROS-06-PRS40-CV 1 SHRUB ROTATOR, 6" (15.24 CM) POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE. T=TURQUOISE ADJ ARC 45-105 ON PRS40 BODY. Q Q Q HUNTER MP1000 PROS-12-PRS40-CV (2) 20 SHRUB ROTATOR, 12" (30.48 CM) POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE. M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360 ARC ON PRS40 BODY. HUNTER MP2000 PROS-12-PRS40-CV (2) 7 SHRUB ROTATOR, 12" (30.48 CM) POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC ON PRS40 BODY. HUNTER MP CORNER PROS-12-PRS40-CV (2) 4 SHRUB ROTATOR, 12" (30.48 CM) POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE. T=TURQUOISE ADJ ARC 45-105 ON PRS40 BODY. VALVE CALLOUT # VALVE NUMBER #" # VALVE FLOW VALVE SIZE IKKIUA I IUN NU I L5 1. SEE DETAIL SHEETS L103 THROUGH L106 FOR ADDITIONAL REQUIRED EQUIPMENT. 2. MAINLINE PIPE SIZE SHALL BE 2". MINIMUM ALLOWABLE SIZE OF LATERAL PIPE IS 3/4". 3. VALVES, MAIN LINES, LATERAL LINES, AND POINT OF CONNECTION ARE SHOWN SCHEMATICALLY FOR GRAPHIC PURPOSES. IRRIGATION EQUIPMENT SHALL REMAIN CLEAR OF ALL PAVEMENT, WALLS, TREES, AND OTHER EXISTING AND PROPOSED SITE ELEMENTS UNLESS SPECIFICALLY NOTED ON THE PLANS OR DIRECTED BY THE LANDSCAPE ARCHITECT. 4. SLEEVING IS REQUIRED FOR ALL IRRIGATION LINES AND CONTROL WIRES UNDER NEW AND EXISTING PAVEMENTS, WALLS, CURBS, ETC. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SLEEVING INSTALLATION AND SPECIFIC LOCATIONS FOR COMPLETE INSTALLATION OF WORK. ALL SLEEVING SHALL BE SCHEDULE 80 PVC AND SIZED TWICE THE DIAMETER OF INSERTED PIPE AND MIN. 3"0. 5. ALL PIPE SHOWN UNDER PAVING ADJACENT AND PARALLEL TO PLANTED AREAS IS SCHEMATIC AND INTENDED TO BE PLACED IN THAT PLANTING BED. 6. MAIN LINE PIPING LAYOUT, SLEEVES, AND VALVE LOCATIONS SHALL BE STAKED IN FIELD BY CONTRACTOR. STAKING AND PRESSURE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 7. VERIFY STATIC WATER PRESSURE AT POINT OF CONNECTION PRIOR TO BEGINNING WORK. SUBMIT RESULTS TO OWNERS REPRESENTATIVE IN WRITING PRIOR TO INSTALLATION OF WORK. 8. SET VALVE BOXES SQUARE TO ADJACENT BUILDING OR PAVING. DETAIL Ne EEG SYMBOL TRANSITION LATERAL LINE SYMBOL U Z ED 121911 EC] MANUFACTURER/MODEL/DESCRIPTION 1:�:7��:Z�]�l�Z�l�]:QI�t•17 ELECTRIC DRIP ZONE VALVE KIT: 1" 700 ULTRAFLOW INLINE VALVE, FILTER, MEDIUM FLOW REGULATOR & FITTINGS AREA TO RECEIVE DRIPLINE N ETAFI M TLCV-04-12 (18) TECHLINE PRESSURE COMPENSATING LANDSCAPE DRIPLINE WITH CHECK VALVE. 0.4GPH EMITTERS AT 12.0" O.C. DRIPLINE LATERALS SPACED AT 18.0" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. 17MM. MANUFACTURER/MODEL/DESCRIPTION IRRITROL 700 WITH OMR-100 ELECTRIC REMOTE CONTROL VALVE, WITH OMNI-REG 5-10OPS1 REGULATOR ISOLATION (BALL) VALVE, SIZE PER WIUE IRRITROL TC-24-EX-R HYBRID CONTROLLER, 24- STATION, OUTDOOR MODEL, WITH PLASTIC LOCKING CABINET. CLIMATE LOGIC COMPATIBLE, AND REMOTE -READY. IRRITROL RS1000 WIRELESS RAIN SENSOR. MOUNT AS NOTED OR APPROVED, USE CONTROLLER POWER OR OPTIONAL TRANSFORMER. IRRIGATION LATERAL LINE: PVC SCHEDULE 40 BLU-LOCK PIPE, AS MANUFACTURED BY HYDRO RAIN, 1 /2" TO 1", THEN PVC CLASS 200 FOR 1-1/4" AND LARGER. ONLY LATERAL TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" IN SIZE. IRRIGATION MAINLINE: PVC SCHEDULE 40 PVC SCHEDULE 40 IRRIGATION PIPE. PIPE SLEEVE, SEE NOTE 4 (5) SIMMON 812LF FROST PROOF YARD HYDRANT OR APPROVED EQUAL POINT OF CONNECTION 9. ALL PLANTED AREAS TO BE IRRIGATED AS INDICATED. CONTRACTOR TO MAKE ANY AND ALL REQUIRED ADJUSTMENTS TO THE IRRIGATION PLAN TO ASSURE COMPLETE AND ADEQUATE COVERAGE WITH MINIMUM OVERSPRAY. SEE CORRESPONDING LAYOUT AND PLANTING PLANS FOR PRECISE PLANTING LAYOUT. 10. PLACE ALL HEADS 4" FROM CURBS, WALKS, PAVED AREAS, AND STRUCTURES. 11. INSTALL CONTROLLER IN THE ELECTRICAL ROOM ON BUILDING 1. ALL ELECTRICAL WIRES, VALVE WIRES, COMMUNICATION CABLES AND CONDUIT NECESSARY TO INSTALL CONNECTIONS BETWEEN AUTOMATIC CONTROL VALVES AND CONTROLLER ARE THE RESPONSIBILITY OF THE CONTRACTOR. 12. ELECTRICAL POWER IS REQUIRED FOR THE CONTROLLER AND CONTROL COMPONENTS. 13. MAINLINE SHALL BE 24" MIN BURIAL AND ALL LATERAL LINES SHALL BE MIN. 18" BURIAL. PLACE NO ELLS OR TEES BENEATH PAVING. 14. ALL WORK WITHIN THE CRITICAL ROOT ZONES OF EXISTING TREES SHALL BE IN ACCORDANCE WITH TREE PROTECTION SPECIFICATIONS. TRENCHING BY HAND IS REQUIRED WITH DRIPLINE OF EXISTING TREES. TRENCHES HAVING EXPOSED TREE ROOTS SHALL BE BACKFILLED WITHIN 24 HOURS UNLESS ADEQUATELY PROTECTS BY MOIST SOIL OR MULCH AS APPROVED. 15. LOCATE RAIN SENSOR PER PLAN. FINAL INSTALLATION DIRECTED BY LANDSCAPE ARCHITECT IN THE FIELD. 16. RUN TWO SPARE WIRES TO THE FURTHEST TWO VALVE CLUSTERS. PASS THROUGH EACH VALVE CLUSTER ON THE SITE AND PROVIDE ONE LOOP (24") IN EACH/ALL CLUSTER MANIFOLDS. QTY 16 24,426 S.F. QTY 5 10 1 VALVE SCHEDULE DETAIL ri L105 DETAIL 6 L103 NUMBER MODEL SIZE TYPE GPM PRECIP Al IRRITROL 700 WITH OMR-100 3/4" SHRUB ROTARY 1.87 0.30 in/h A2 IRRITROL 700 WITH OMR-100 1" SHRUB ROTARY 7.94 0.39 in/h A3 IRRITROL 700 WITH OMR-100 3/4" SHRUB ROTARY 4.16 0.31 in/h A4 IRRITROL 700 WITH OMR-100 1" SHRUB ROTARY 2.40 0.41 in/h A5 IRRITROL 700 WITH OMR-100 1" SHRUB ROTARY 14.18 0.47 in/h B1 IRRITROL 70ODK-1-MF 1" AREA FOR DRIPLINE 7.75 0.45 in/h B2 IRRITROL 70ODK-1 -MF 1 " AREA FOR DRIPLINE 10.08 0.45 in/h B3 IRRITROL 70ODK-1 -MF 1 " AREA FOR DRIPLINE 8.30 0.45 in/h B4 IRRITROL 70ODK-1 -MF 1 " AREA FOR DRIPLINE 6.14 0.45 in/h B5 IRRITROL 70ODK-1 -MF 1 " AREA FOR DRIPLINE 5.29 0.45 in/h B6 IRRITROL 70ODK-1 -MF 1 " AREA FOR DRIPLINE 8.37 0.45 in/h B7 IRRITROL 70ODK-1 -MF 1 " AREA FOR DRIPLINE 6.48 0.45 in/h B8 IRRITROL 70ODK-1 -MF 1 " AREA FOR DRIPLINE 7.13 0.45 in/h B9 IRRITROL 70ODK-1 -MF 1 " AREA FOR DRIPLINE 7.31 0.45 in/h B10 IRRITROL 70ODK-1-MF 1" AREA FOR DRIPLINE 9.46 0.45 in/h 311 IRRITROL 70ODK-1-MF 1" AREA FOR DRIPLINE 4.62 0.45 in/h E312 IRRITROL 70ODK-1-MF 1" AREA FOR DRIPLINE 9.59 0.45 in/h B13 IRRITROL 70ODK-1-MF 1" AREA FOR DRIPLINE 6.01 0.45 in/h B14 IRRITROL 70ODK-1-MF 1" AREA FOR DRIPLINE 3.37 0.45 in/h B15 IRRITROL 70ODK-1-MF 1" AREA FOR DRIPLINE 6.46 0.45 in/h B16 IRRITROL 70ODK-1-MF 1" AREA FOR DRIPLINE 8.43 0.45 in/h IN COMPIANCE WITH CITY OF RENTON STANDARDS LANDSCAPE ARCHITECTS 853 Hiawatha Place S. Seattle, WA 98144 Tel: 206.292.9392 www.nakanoassociates.com architect Printed 2.13.18 D Schemata Workshop, Inc. 1720 12th Avenue Seattle, WA 98122 CONTACT: Grace Kim, AIA v (206) 285.1589 e grace@schemataworkshop.com C owner Sunset Court LLLP 2900 NE 10th St Renton, WA 98056 CONTACT: Mark Gropper v (425) 226.1850 Sunset Court Apartments 1124-1158 Harrington Ave NE Renton, WA 98056 PRINT DATE 5/19/2017 PROJECT ISSUE DATES NOVEMBER 25, 2015 SCHEMATIC DESIGN JANUARY 20, 2016 SITE PLAN REVIEW SEPTEMBER 14, 2016 DESIGN DEVELOPMENT DECEMBER 2, 2016 BUILDING PERMIT DECEMBER 22, 2016 BUILDING PERMIT ACCESSORY STRUCTURES MARCH 1, 2017 PERMIT REVISIONSQ MARCH 28, 2017 BID SET APRIL 13, 2017 ADDENDUM #1 APRIL 20, 2017 ADDENDUM #2 A APRIL 28, 2017 ADDENDUM #3 MAY 5, 2017 ADDENDUM #4 A MAY 5, 2017 PERMIT REVISIONS 0 MAY 19, 2017 CONFORMED SET JULY 13, 2017 FINAL PERMIT SET NOTE: FULL SCALE SHEET SIZE IS 22" x 34" 1508 Author: 10, PG Checker: JY A IRRIGATION SCHEDULE R-394420 L 02 2 3 5 Copyright NAKANO ASSOCIATES I 3 4 5 0 C 01 0 I GLENNWOOD AVE NE 50' R.O.W. (E) ASPHALT PAVEMENT `/A r ATF n R In \A/ IRRIGATION WATER METER, SEE CIVIL VALVES SHOWN SCHEMATICALLY. VALVES TO BE LOCATED NEXT TO PATH TO UTIL ROOMS ! EXISTING BIORETENTION LANDSCAPE TO REMAIN I I � 4 EXISTING OAKS TO REMAIN TRASH/RECYCLING ENCLOSURE, TYP. 17 �y4t'F N GRASS —FILLED GEOBLOCK IRRIGATED W/ SPRAY HEADS IN ADJACENT BEDS TRASH/RECYCLING ENCLOSURE, TYP. NOTES 1. REFER TO L1O2 FOR IRRIGATION SCHEDULE AND NOTES. 2. REFER TO L1O3 THROUGH L106 FOR IRRIGATION DETAILS. 3. REFER TO ELECTRICAL FOR CONTROLLER POWER CONNECTION. ------------, Program A Planter Beds ----1-3y6-21 ----- - ------------------------, Program B Lawn 3 & 5 ------------------------ 20 10 0 20 40 SCALE IN FEET NAKANO .ASSib,.,.,_rx i'ES LANDSCAPE ARCHITECTS 853 Hiawatha Place S. Seattle, WA 98144 Tel:206.292.9392 www. nakanoassociates.com architect D Schemata Workshop, Inc. 172012th Avenue Seattle, WA 98122 C U CONTACT: Grace Kim, AIA v (206) 285.1589 e gracegschemataworkshop.com owner Sunset Court LLLP 2900 N E 10th St Renton, WA 98056 CONTACT: Mark Gropper v (425) 226.1850 Sunset Court Apartments 1124-1158 Harrington Ave NE Renton, WA 98056 SMIT90-206 ��1�1�IjlE.Y.YII�IJ�Yx► 5/19/2017 NOVEMBER 25, 2015 SCHEMATIC DESIGN JANUARY 20, 2016 SITE PLAN REVIEW SEPTEMBER 14, 2016 DESIGN DEVELOPMENT DECEMBER 2, 2016 BUILDING PERMIT DECEMBER 22, 2016 BUILDING PERMIT ACCESSORY STRUCTURES MARCH 1, 2017 PERMIT REVISIONS Q MARCH 28, 2017 BID SET APRIL 13, 2017 ADDENDUM #1 20, 2017 ADDENDUM #2 �AkAPRIL APRIL 28, 2017 ADDENDUM #3 MAY 5, 2017 ADDENDUM 44 MAY 5, 2017 PERMIT REVISIONS 2 MAY 19, 2017 CONFORMED SET NOTE: FULL SCALE SHEET SIZE IS 22" x 34" 1508 Author: 10, PG Checker: JY IRRIGATION PLAN R-394419 L101 E Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale 3 4 5 Copyright NAKANO ASSOCIATES 2 3 Q 5 m C m OAK LC REP z 0 w J w TABLE A: BURIAL DEPTH FOR ALL 0 VERTICAL ROUNDS 000 0 DIAMETER DEPTH BELOW GRADE 0 14"-17.9" EQUAL TO HEIGHT ABOVE GRADE 0 0 6"-12" TYP 18"-23.9" EQUAL TO 1/2 OF HEIGHT ABOVE GRADE 24"-30" 3" *24" *24" *30" *30" *24" *24" * 18" * 18" *30" " * 18 4" 4" 4" 6" J�� 8„ASI-034 �� „8 6+ L_SK-004 n %� \ f %y n �_ n>:_ (1��i1 �i (i-III- _i �i �I ^ ^ = -III �111 11 11 11 1=1 11 -111 1 III1 III11111 111111 IIIII 11 11 11 IIIIIIIIIII 1 IIIII 1I 11 11 11 11 11 III III IIIII II -III -III III_ -IIIIII-III-III III III -IT III IIIIIIIII-III-IIIIIIIIIIIIIII-III_ II1 -1I1 lI'- "1IIIIIIIIIIIIIII IIII IIIII-III- I II IIIII111I111III 1111I IIIIIIIIIIII-III IIII 11 i' 11 111 II I IIII-I 1111 I -11. 3/4 CRUSHED GRAVEL, 3 DEPTH BACKFILL NOTE: * GRIND SMOOTH AND ROUND EXPOSED MIN DIAMETER 12" +/— 4 SEE TABLE A/L004 NATIVE SOIL EDGES OF CUT SURFACES OF LOGS LOG ROUNDS 3/8" = 1'-0" MAX 2" GAP, TYP LOG PLAY FEATURE SECTION A 3/8" 1 '0" VERTICAL DIFFERENCE 4"-12" TYP LOG PLAY FEATURE SECTION B 3/81, — 1'-01, 24"-30" VERTICAL DIFFERENCE 4"-12" TYP MAX 2" GAP IV/-111VL JVIL 6"-12" TYP 1- _ 1 V r-\ I I V L -J \J I L P—RH-32 RAVEL P—RH-02 js D FROM DEMO 2/3 OF LOG DIA. 1 /3 OF LOG DIA. BELOW GRADE 2" MIN 3/4" CRUSHED GRAVEL LOG PLACED HORIZONTALLY 1 /2" = I'—()" 20"-26" DIAMETER LOG SALVAGED FROM ONSITE DEMO MULCH NATIVE SOIL P—RH-39 IN COMPIANCE WITH CITY OF RENTON STANDARDSI NAKANO ASSOCIATES LANDSCAPE ARCHITECTS 853 Hiawatha Place S. Seattle, WA 98144 Tel:206.292.9392 www.nakanoassociates.com architect FPrinted 2.13.18 D Schemata Workshop, Inc. 1720 12th Avenue Seattle, WA 98122 CONTACT: Grace Kim, AIA v (206) 285.1589 e grace@schemataworkshop.com C A owner Sunset Court LLLP 2900 NE 10th St Renton, WA 98056 CONTACT: Mark Gropper v (425) 226.1850 Sunset Court Apartments 1124-1158 Harrington Ave NE Renton, WA 98056 PRINT DATE 5/19/2017 PROJECT ISSUE DATES NOVEMBER 25, 2015 SCHEMATIC DESIGN JANUARY 20, 2016 SITE PLAN REVIEW SEPTEMBER 14, 2016 DESIGN DEVELOPMENT DECEMBER 2, 2016 BUILDING PERMIT DECEMBER 22, 2016 BUILDING PERMIT ACCESSORY STRUCTURES MARCH 1, 2017 PERMIT REVISIONS MARCH 28, 2017 BID SET APRIL 13, 2017 ADDENDUM #1 APRIL 20, 2017 ADDENDUM #2 a APRIL 28, 2017 ADDENDUM #3 MAY 5, 2017 ADDENDUM #4 a MAY 5, 2017 PERMIT REVISIONS 0 MAY 19, 2017 CONFORMED SET JULY 13, 2017 FINAL PERMIT SET NOTE: FULL SCALE SHEET SIZE IS 22" x 34" 1508 Author: 10, PG Checker: JY HARDSCAPE DETAILS R-394418 L004 2 3 M 5 Copyright NAKANO ASSOCIATES 2 3 4 5 m C A NOTE: MODIFY LAYOUT AS NEEDED TO MINIMIZE IMPACT TO TREE ROOTS. CONTRACTOR TO PROVIDE DIMENSIONED LAYOUT PLAN AND ELEVATIONS BASED ON AVAILABLE SALVAGED MATERIAL FOR APPROVAL BY LANDSCAPE ARCHITECT. PRIOR TO INSTALLATION, CONTRACTOR TO MARK PROPOSED LAYOUT IN FIELD FOR APPROVAL BY LANDSCAPE ARCHITECT. O d 4 d O d d PLANTING BED MIN 2' TYP Q 4 a d d - Q d a 2 L004 5' — 6"~ +/-2" Q a Q 4 O d �a d d p EXISTING TREE TO REMAIN 3 DRIP LINE d � a O o d C Q a d d d a a a a 0 0 0 17 C 0 0 0 17 C 0 ooc 0 0 ooc 00 PLANTING BED MIN 2' TYP 00-00 lll�� o 6'-0" MIN / ,CLEARANCE, TYP 0 0 0 0 0 0 0 0 170 0 � 0 0 0017 0 1717D O � ,L004 0 017 0 0 0 017 0 0 0 0 0 0 0 0 /6'—O"_ _ MIN_ '7 CLEARANCE, TYP 0 0 KOMPAN u V 0 0 17 PLAYHOUSE. 4 A. A, � 000000 7001 CLEAR OF TREE LAWN pppppp DODO DRIPLINES 0 0 0 0 0 0 0 7 0 0 0 0 17� 0 0 0 17 0 0 0 0 0 0 0 a, A, A, A, A, A, FLEX IPAVE DRIP LINE � 0 0 0 � � 0 0 � 0 0 0 0 � 0 0 0 0 0 0 0 � o000000000 0000000000 LOG PLAY AREA LAYOUT /4" = 1'0" V 0 C 0 V 0 V C 0 0 0 V C 0 0 0 V C 0 0 0 V C 0 V ooc 7 0 0 ooc � 0 0 0 0 C V 0 0 0 V C 000 0 V C 000 ooc o00 ooc 000 0 V C V 0 0 00N� 000 ooIV o00 0 V C 0 0 0 0 V C 0 0 0 0 V C \ 0 0 0 EXISTING TREE TO REMAIN \ 17 0 17 0 17 17 17 V 17 0 V G 17 0 0 0 17 G � 0 V ooc 000 ooc 000 0 0 o c /000 17 0 17 17 / o00 0 0 o c 000 0 0 o c 000 IN COMPIANCE WITH CITY OF RENTON STANDARDSI NAKANO ASSOCIATES LANDSCAPE ARCHITECTS 853 Hiawatha Place S. Seattle, WA 98144 Tel:206.292.9392 www.nakanoassociates.com architect FPrinted 2.13.18 D Schemata Workshop, Inc. 1720 12th Avenue Seattle, WA 98122 CONTACT: Grace Kim, AIA v (206) 285.1589 e grace@schemataworkshop.com C A owner Sunset Court LLLP 2900 NE 10th St Renton, WA 98056 CONTACT: Mark Gropper v (425) 226.1850 Sunset Court Apartments 1124-1158 Harrington Ave NE Renton, WA 98056 PRINT DATE 5/19/2017 PROJECT ISSUE DATES NOVEMBER 25, 2015 SCHEMATIC DESIGN JANUARY 20, 2016 SITE PLAN REVIEW SEPTEMBER 14, 2016 DESIGN DEVELOPMENT DECEMBER 2, 2016 BUILDING PERMIT DECEMBER 22, 2016 BUILDING PERMIT ACCESSORY STRUCTURES MARCH 1, 2017 PERMIT REVISIONSQ MARCH 28, 2017 BID SET APRIL 13, 2017 ADDENDUM #1 APRIL 20, 2017 ADDENDUM #2 a APRIL 28, 2017 ADDENDUM #3 MAY 5, 2017 ADDENDUM #4 a MAY 5, 2017 PERMIT REVISIONS 0 MAY 19, 2017 CONFORMED SET JULY 13, 2017 FINAL PERMIT SET NOTE: FULL SCALE SHEET SIZE IS 22" x 34" 1508 Author: 10, PG Checker: JY HARDSCAPE DETAILS R-394417 L003 2 3 M 5 Copyright NAKANO ASSOCIATES 2 3 Q 5 C ADD EXPANSION JOINT 'r ADJACENT TO CONCREI ADJACENT CONDITIONS VARY: • TOP OF CURB FLUSH WITH ADJACENT CONCRETE PAVING • ADJACENT LAWN 1" BELOW TOP OF CURB CIP CONCRETE CURB W/ LIGHT Q[Dnnnn C11\II0LJ EVE) JT @ 10, O.C. JOINT MATERIAL, TYP. NO. 8 AGGREGATE CONCRETE PERMEABLE PAVERS FLUSH WITH CURB OPEN -GRADED BEDDING COURSE 2" THICK TYP. NO. 8 AGGREGATE OPEN -GRADED BASE 6" THICK NO. 57 STONE GEOTEXTILE UNDER BASE FOR DRAINAGE SOIL SUBGRADE `Z_) j-`t I,UIN I I IVI\IL. I\LLJ/11\ (2" CLR MIN.) NOTES: 1. THE FREE -DRAINING BASE SHALL HAVE LESS THAN 5% FINES (MATERIAL PASSING THE #200 SIEVE) BASED ON THE FRACTION PASSING THE #4 SIEVE. 2. THE POROUS PAVERS SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 10 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER ARE POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE FROM A 5-GALLON BUCKET. IF NOTHING A SCANT AMOUNT OF WATER PUDDLES OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. IF THIS TEST IS NOT CONCLUSIVE, THEN A 6-INCH RING SEALED AT THE BASE TO THE PAVEMENT SURFACE SHALL BE USED TO MEASURE THE ACTUAL RATE OF ABSORPTION. PERMEABLE PAVERS AND CURB @ PLAZA 1 1 /2" 1 '-0" ADJACENT FINISH GRADE METAL EDGE RESTRAINT W/ 12" LENGTH SPIKES MAX. 12 O.C. SPACING 1-1/2" THICK FLEXI-PAVE SURFACING 6" THICK NO. 57 STONE OPEN -GRADED BASE PER PLAN COMPACTED TO 95% I � NOTE: FILTER FABRIC MUST HAVE PERMEABILITY GREATER THAN THE SOIL BELOW. FLEXIPAVE SECTION 1 1 /2" = 1 '0" i lam, FILTER FABRIC, CONTINUOUS, OVERLAP ALL SEAMS 12" MIN. UNDISTURBED SUBGRADE OR SUBGRADE COMPACTED TO 95% 1'-0" MIN. LANDSCAPE BED —METAL EDGE RESTRAINT W/ 12" LENGTH SPIKES MAX. 12 O.C. SPACING JOINT MATERIAL TYP. NO. 8 AGGREGATE CONCRETE PERMEABLE PAVERS OPEN —GRADED BEDDING COURSE 2" THICK NO. 8 a AGGREGATE 6" THICK NO. 57 STONE goo..... ���oQb OPEN -GRADED BASE �oDoo G EOTEXTI LE UNDER Fr BASE FOR DRAINAGE UNCOMPACTED NATIVE SOIL SUBGRADE NOTE: 1. SEE DETAIL L002 FOR PERCOLATION PERFORMANCE REQUIRMENTS. PATHWAY PERMEABLE PAVERS W/ EDGE RESTRAINT 1 1 /2" — 1 '-0" CONCRETE PAVING PER CIVIL FLEXI-PAV SURFACING FLEXIPAVE AT CONCRETE P—RH-41 IN COMPIANCE WITH CITY OF RENTON STANDARDS LAWN 0 i cn w 0 = CIP CONCRETE CURB W/ LIGHT BROOM FINISH, m EXP. JT @ 10 O.C. 1'-0" PLANTING BED OR MULCHED AREA A III III III I � � � d a I I I III III IIII I I— II� IIIIII—III • IIIIII1I (2) #4 CONT. II IIIIIIIIIIIIIIIIII a III —III IIIIIIIIIIIIIIi REBAR (MIN 2" —IIIIIIIIII a IIIIIIIIII CLEARANCE) � IIIIII—III IIIIIIIIII 11- — I IIIIIIII ! a � a I I11 .IIIIIIIII—III_ Co M PACTSD III —III SUBGRADE VhI I1 1= CIP CONCRETE MOW STRIP 1 1 /2" — 1 '-0" P—RH-45 z SKATE DETERRENT � 18" w 1 /2" RADIUS SMOOTH LANDSCAPE AREA iJ ~ BW:348.92 EDGE, TOP EDGES, TYP N 348.2 TW: CIP CONCRETE WALL, LIGHT SANDBLAST FINISH FILTER FABRIC FOR a ALL SIDES DRAINAGE F 7 #4 BAR 1" @ 12" OC " F II as I I ° a %/ ° #4 BAR 1" @ 12" OC EF / #4 BAR @ 12" OC EF 110 B O lipa a.° No weeps; slope rock downhill- from East to West I Pervious concrete per L001 DRAIN ROCK III I ' IAnj% of exposed face to be 4I 4 Q and continuous �• •j (3) CONT #4 LONG BARS - al 12" 6 a COMPACTED oI - a a I °I a - GRAVEL FOOTER Bottom of footing at . _ . J a , RFI 128.3 Concrete West/tall end of wall T8' a — — - — — — COMPACTED Seat Wall Angle below grade a SUBGRADE Cadman (S)4C43486 mix used per RFI 134 Concrete Seat Wall Mix Design vl �I — 8" 14 8" ASI 38 Concrete Seat Wall NOTE: RFI 128.1 Additional Concrete i. 1-1-1 —,",1 S d1SiH+SSeat Wall Clarifications 2. EQUALLY SPACE SKATE DETERRENTS 30"O.C. RFI 128 Concrete Seat Wall CIP CONC RETAINING SEATWALL 1 " = 1 '0" P—RH-10 NAKANO LANDSCAPE ARCHITECTS 853 Hiawatha Place S. Seattle, WA 98144 Tel:206.292.9392 www.nakanoassociates.com nted 2.13.18 architect FP_r i D Schemata Workshop, Inc. 1720 12th Avenue Seattle, WA 98122 CONTACT: Grace Kim, AIA v (206) 285.1589 e grace@schemataworkshop.com C A owner Sunset Court LLLP 2900 NE 10th St Renton, WA 98056 CONTACT: Mark Gropper v (425) 226.1850 Sunset Court Apartments 1124-1158 Harrington Ave NE Renton, WA 98056 PRINT DATE 5/19/2017 PROJECT ISSUE DATES NOVEMBER 25, 2015 SCHEMATIC DESIGN JANUARY 20, 2016 SITE PLAN REVIEW SEPTEMBER 14, 2016 DESIGN DEVELOPMENT DECEMBER 2, 2016 BUILDING PERMIT DECEMBER 22, 2016 BUILDING PERMIT ACCESSORY STRUCTURES MARCH 1, 2017 PERMIT REVISIONSQ MARCH 28, 2017 BID SET APRIL 13, 2017 ADDENDUM #1 APRIL 20, 2017 ADDENDUM #2lk APRIL 28, 2017 ADDENDUM #3 MAY 5, 2017 ADDENDUM #4 a MAY 5, 2017 PERMIT REVISIONS 0 MAY 19, 2017 CONFORMED SET JULY 13, 2017 FINAL PERMIT SET NOTE: FULL SCALE SHEET SIZE IS 22" x 34" 1508 Author. 10, PG Checker: JY HARDSCAPE DETAILS R-394416 L002 2 3 4 5 Copyright NAKANO ASSOCIATES 1 2 3 4 5 D C B A ► I I GLENNWOOD AVE NE SSMH RIM=34850' R.O.W—. I " IE 8"E=3 I w S ► ss N /A i REVISION TO LOCATION OF STEPPING STONE PATHS TO ACCOMMODATE EXISTING STREET TREES IN R.O.W. 111111 I I - 12" WIDTH, 4" THICK, CIP CONC PAVING ADJACENT TO CURB (BEGINS), SEE CIVIL I 3 I ALIGN W/ EXISTING, TYP 6' O.C. SPACING CNTL JOINTS, TYP. 12" WIDTH, 4" THICK, CIP CONC PAVING ADJACENT TO o CURB (ENDS) 1 ► E] I EXISTING BIORETENTION LANDSCAPE TO REMAIN o -rl I 3 ► w I I z Q�_ Q I CD CD CD o zC-0 IIcz I I Q SL 3 J (� 0 I J 0 o � I o N 3 � I SS ff E X I :ST I N G D O REMAIN E) PER Lm = rim PARALLEL - F!ALIGN, TYP BUILDING 4 ■��■ / �1■ OF DOORWAY, ALIGN W/ • DT H - • �►I■TYP PAVERS) I■■�1 - ��Ilw . '� • I ' UNLESS NOTED OF • - OTHERWISE �h WIN INS OWN i TYP 02 LIP BUILDING 1 i Saw — ALIGN ,�♦ ot THIS SIDE _. 4 07 ------------ Mm VF Pru W MA i ® - ■■■ • 0 00 (E) ASPHALT PAVEMENT VACATED R.O.W. • �s r IC--------------------------�_--_-_----_----_----_----_--- --1 0' LANDSCAPE BUFFER -- SS SS SS SS � ss ss - i CEN- + PAVE WITI- STAL TYP b b, �q 19, ° Os 4STE O VAULy�v 0 i / i TRASH/RECYCLING / ENCLOSURE, TYP. MAILBOXES, SEE ARCH n LEGEND 0 ' EXISTING TREES TO BE SAVED AND PROTECTED x TREE PROTECTION FENCING, SEE CIVIL CONCRETE SEATWALL 6 Loo2 ❑❑ 2'X2' "STEPPING STONE" CONCRETE ARCHITECTURAL SLAB PAVERS F �o"`_(0 (3) ARBOR, SEE ARCHITECTURE \� nv, <z Q 0°°° 7 N 00 0 0 0 / o °°°°°°°°o°°o \ (2) BENCH 0 0 00,000 ° °00000oo°000�°000 F o°0 000000 °o° TABLE & SEATS 0000 0000 • - PLAYHOUSE: KOMPAN ROBINIA SERIES VILLAGE SHOP �SS� °oa==�o PLAY FEATURE: 1 J / / o0o o SALVAGED OAK LOGS L003 o � 0000000 GRASS —FILLED GEOBLOCK o °o°o°o ° PAVING, SEE CIVIL DRAWINGS 0 0 0 TRASH/RECYCLING °°°°°° ENCLOSURE, TYP. 0 PERVIOUS CONCRETE 1 2 PAVERS L002 L002 10' LANDSCAPE o 0 0 0 o FLEXIPAVE 4 5 /BUFFER o 0 0 0 o L002 L002 vvv�� EXPANSION JOINT A 44. ,a_ TOOLED CONTROL JOINT RFI 133 Control and Expansion Joint Layout HARDSCAPE NOTES 1. PATHS SHALL BE 5-0" WIDE UNLESS OTHERWISE NOTED. 2. REFER TO THIS PLAN FOR DIMENSIONS OF PEDESTRIAN PAVING LAYOUT. 3. ALSO REFER TO CIVIL PLANS FOR PAVING LAYOUT. 3. REFER TO CIVIL PLANS FOR PAVING MATERIALS, GRADING, AND DRAINAGE. mar VISek. 05/16/2018 11:30:59 AM CURRENT PLANNING mherrera 05/16/2018 ' N 20 10 0 20 40 SCALE IN FEET 1 2 3 4 5 NAKANO ASSOCIATES LANDSCAPE ARCHITECTS 853 Hiawatha Place S. Seattle, WA 98144 Tel:206.292.9392 www.nakanoassociates.com architect I Printed 2.13,18 D Schemata Workshop, Inc. 1720 12th Avenue Seattle, WA 98122 CONTACT- Grace Kim, AIA v (206) 285.1589 e gracegschemataworkshop.com F WAS co V� o (D20 �� <v �`rFp 9,6 EXP OW 0P�G�\ q NnCf�- APE C owner Sunset Court LLLP 2900 NE 10th St Renton, WA 98056 CONTACT: Mark Gropper v (425) 226.1850 Sunset Court Apartments 1124-1158 Harrington Ave NE Renton, WA 98056 B PRINT DATE 5/19/2017 PROJECT ISSUE DATES NOVEMBER 25, 2015 SCHEMATIC DESIGN JANUARY 20, 2016 SITE PLAN REVIEW SEPTEMBER 14, 2016 DESIGN DEVELOPMENT DECEMBER 2, 2016 BUILDING PERMIT DECEMBER 22, 2016 BUILDING PERMIT ACCESSORY STRUCTURES MARCH 1, 2017 PERMIT REVISIONS ,Q MARCH 28, 2017 BID SET APRIL 13, 2017 ADDENDUM #1 APRIL 20, 2017 ADDENDUM #2 A APRIL 28, 2017 ADDENDUM #3 MAY 5, 2017 ADDENDUM #4 a MAY 5, 2017 PERMIT REVISIONS 0 MAY 19, 2017 CONFORMED SET JULY 13, 2017 FINAL PERMIT SET MAY 14, 2018 PERMIT REVISIONS 0 NOTE: FULL SCALE SHEET SIZE IS 22 x 34 1508 Author: 10, PG A Checker: JY HARDSCAPE PLAN R39441 - 5 Copyright NAKANO ASSOCIATES i CB RIM=348.55 IE12" (S)=345.35 IE 8"(E)=345.55 I'57"W _ G LE N_N W 3.22' PLAT) CALCULATED CENTERLINE PER PLAT — MAY NOT FIT I BOLT —MONUMENTS TO W. Q I 0 J 0 0 SUNSET NORTH CONDO SURVEY BK. 147 PG. 64 APRIL 1998 REC.# 9804160689 I YD RIM=346.63 I LOCKED LID I CB RIM=348.66 IE12"(N—S)=342.06 IE 8"(E)=342.7 U o I YD RIM-345.90 LOCKED LID SSMH RIM-345.72I IE 8"E= 333.1 IE 8"N—S=332.9I\ d 1932 First Ave W Suite 201 a m Seattle, WA 98101 i p. 206.725.1211 f. 206.973.5344 i w I GI II�II IGGI II IIJ. pIIl . www.ipaengineering.com mmIII]III]mkiILei Lmi'm CONFORMED SET PERMIT REVISIONS FINAL PERMIT SET REVISION 4 28 17 5 5 17 SURVEYED: 5 5 17 DESIGNED: Lip 5 19 17 6 29 17 DRAWN. SWP 7 13 17 CHECKED: BY DATE APPR APPROVED: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY KEN OYLER SURVEY BK. 31 PG. 235 SEPT. 1980 REC.# 8204219003 (R-1) VERTICAL• NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM XING IE 345.31 (12" W) TP 340.89 (6" SS) XING IE 347.47 (8" SD) TP 341.13 (6" SS) CITY OF V%"R] RENTON Planning/Building/Public Works Dept. Call 3 Working Days Before You DIG! 1-800-424-5555 .�� 0 0 SDMH RIM=350.72 IE 6"W-347.0+/— j IE 6"S-345.5+/— IE 12" SW=345.5+/— IE 12" NE=345.19 INLET RIM-350.16 0 10 20 IE 6"NW=349.3 Q �Q Scale 1 "=20' 3.Z 00 �3 1TT ,y 0 To\ SQL � �� 0 fO� q�F "�e J F o CB RIM=350.551/�OJ \ IE 6"N=349.0 �sT Q J I FrFNI) — — PROPERTY LINE __350— _ EX CONTOUR (INDEX) EX CONTOUR CAI N qT 350 PROPOSED CONTOUR (INDEX) 0 0 349 PROPOSED CONTOUR 0 FF 78.0 FINISHED FLOOR ELEVATION 0 PROPOSED BUILDING r TRENCH DRAIN STORM DRAINAGE PIPE FOOTING DRAIN STORM DRAIN CLEANOUT ROOF DOWNSPOUT CATCH BASIN TYPE 1 SIDE SEWER PIPE SEWER CLEANOUT WATER METER WATER SERVICE LINES F R-394414 z W IN COMPLIANCE WITH CITY OF RENTON STANDARDS H DEVELOPMENT ENGINEERING% WATER UTILITY Ann Fowler 07/13/2017 ' Abdoul Gafour 07/13/2017 0 Q WASTEWATER UTILITY mbenoit 07/13/2017 DATE: O SUNSET COURT APARTMENTS 5/5/2017 V 1144-1158 HARRINGTON AVE NE FIELDBOOK: PAGE RENTON, WA 98056 W DRAWING N0:CD C5.0 z HORIZ CTRL, COMPOSITE UTIL, UTIL CROSSINGS SHEET: 13 OF:1 $ ♦�♦^^ v, 3 v N J 0 I 0 00 0 O0 0 O0 OOO0000 00 0 Oc 00 noO�oO�oO�o 0� �oO�oO�oO��O�oC o.. O °.. O °.. O °.. O 6" 00 0 00 00 0; 00 0 oO O oO:O . oO:O 0 0, 6 0 0, Q.o �.0 0, 0 0 0 0, . 6 0 0 0, Q.o Q.o O o Q o p o 0 o Quo Qoo Q o O o Ooo p�.00 O�.� oO O C>eO 0 C>e.0 �00 0 _ 0.0:0 _ 00 O �eO:O �oO C>. 6 �o 6" DEPTH PERVIOUS CONCRETE PAVING SUBGRADE 6" MIN PERMEABLE AGGREGATE BASE COURSE COMPACTED 12" GRAVEL BORROW PER WSDOT SECTION TO FIRM AND UNYIELDING 9-03.14(1), COMPACT TO 95% MAX DENSITY CONDITION OR EX SUBGRADE MOISTURE CONDITIONED COMPACTED TO 95% MAX DENSITY PER ASTM D1557 N NOTE: REFER TO SHEET L001 FOR LAYOUT OF TOOL JOINTS 6' NITS PERVIOUS CONCRETE SIDEWALK 20' MARK L ;L I I B—� I SPEED HUMP MARKING AND SIGNING 3' CO \_SAWCUT OR FEATHE GRIND6Y �DEEP TYr. � -8 SECTION AA 6' VERTICAL 12" EEER' 1,, JE EIE CURB "Aft �.InTEC: 1. SAWCUT OR FEATHER GRIND TO KEY IN SPEED HUMP. SEE SECTION A -A. 2. SPEED HUMP CHEVRON MARKING SHALL BE THERMOPLASTIC, HEAT FUSED PREFORMED, 90 MIL., OR EQUAL APPROVED BY THE ENGINEER. 1932 First Ave Suite 201 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 engineering pllc www.lpdengineering.com ITS SPEED HUMP ASPHALT - PAVEMENT 2 - #4 CONT. FACE OF CURB 112" R. i 1 R 1,24 7 /� TOP OF I D iol 1/2* R. ROADWAY � p 0 p • 1 D • CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 1/2"FLUSH WITH GUTTER — PAN AT SIDEWALK RAMP ENTRANCE 1:12 � 1:24 TOP OF 112" R. ROADWAY • DD D - 6" �l DEPRESSED CURB SECTION AT SIDEWALK RAMPS 1'R.� SLOPE VARIES CAST -IN -PLACE CONCRETE 7-3/4" �4" MIN CRUSHED SURFACING TOP COURSE NIT S CONCRETE VERTICAL CURB TYPICAL 2 6" CEMENT CONCRETE SIDEWALK RAMP 'I VARIES OR LANDING FROM �— D 6" TO 0 q Wl 3/8" PREMOLDED_ JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB SEE DEPRESSED CURB DETAIL.THIS SHEET 1:24 TOP OF L— 1" 1/2" R. ROADWAY 2' p p q D .D D• •DD• •D 61 D DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB 6 112' 6 1/2" V FACE OF ADJACENT CURB TOR"OF' ° r° ROADWAY GUTTER SURFACE —7 ° ° 8 114" 1"R. D CEMENT CONCRETE D p ' TRAFFIC CURB • r'° D D D DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing. 2. Not used. 3. For Depressed Monolithic Driveway Curb 8 Gutter Section, see Standard Plan 104.2 STD. PLAN — 101 ..•,,jjam� PUBLIC WORKS CEMENT CONCRETE CURBS PR ED DEPARTMENT Z Gre Zimmerman, Public Works Administrati 2' MINIMUM Concrete PERVIOUS 6—FOOT WIDE WALK -L,�STZ WHEELSTOP (GREY) 10" MIN ASPHALT PAVEMENT EMBED #3 REBAR PRE -DRILL 5/8" HOLE & FILL W/ EPDXY NITS PLASTIC WHEEL STOP EXISTING ASPH� PAVEMENT SAWCUT (SEE NOTE 2) ARTERIAL STREET MINIMUM 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM 4" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER, 2. SAWCUT SHALL BE POSITIONED 1' — 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. A®+ PUBLIC WORKS DEPARTMENT CURB AND GUTTER REPLACEMENT DETAIL STD. PLAN — 103 PROUD: NITS NITS R STD PLAN 101 - CEMENT CONCRETE CURBS 6 COR STD PLAN 103 - CURB AND GUTTER REPLACEMENT DETAILS 7 ADDENDUM #3 4 28 17 ADDENDUM #4 5 5 17 SURVEYED: SCALE: » , 1988 HORIZONTAL: NAD D19 3/1991 PERMIT REVISIONS 5 5 17 DESIGNED: 1 —20 + CITY OF CONFORMED SET 5 19 17 Lip R DRAWN: ENTON PERMIT REVISIONS 6 29 17 SWP FINAL PERMIT SET 7 13 17 ONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY Call 3 Working Days Before You DIGI o "- 1-800-424-5555 1 1-1 /2" 5 1/2" f SURFACING PER SLOPE VARIES PLAN 1 " R as a 3„ a 410 a a ° O; 1'-4„ 0 0 0 0 0 0 0 - 44 0 0 0 0 0 0 o a 2 - #4 CONT. j CAST -IN -PLACE CONCRETE 4" MIN CRUSHED SURFACING 7 :4 41, BASE COURSE ( 1' 1-3/4" NTS FLUSH CONCRETE VERTICAL CURB VERTICAL CONCRETE CURB 1' TAPER 2" J ASPHALT PAVEMENT FINISH GRADE NIT S 8 CURB TAPER R-394413 N H OS I_ 7iJ Cl) 1— z W IN COMPLIANCE WITH CITY OF RENTON STANDARDS � H DEVELOPMENT ENGINEERING - Q Ann Fowler 07/13/2017 Q SURFACE WATER UTILITY I rstraka 07/14/2017 DATE: 5/5/2017 V SUNSET COURT APARTMENTS —FIELD1144-1158 HARRINGTON AVE NE PAGE: OK: RENTON, WA 98056 PAGE: W DRAWING N0: C3.2 z PAVING DETAILS s"EE`' 13 °F 18 SAW -CUT, TACK COAT AND EACH PARKING SPACE RESERVED FOR PERSONS Call 3 Working De S MATCH EX ASPHALT GRADE METAL POST NOTES: WITH PHYSICAL DISABILITIES SHALL BE Before You DIGI FINISHED GRADE EXISTING ASPHALT IDENTIFIED BY A REFLECTORIZED SIGN Oi 12 1. METAL POSTS SHALL BE TELESPAR PERMANENTLY POSTED IMMEDIATELY ADJACENT o,a QUICK PUNCH POST. TO AND VISIBLE FROM EACH STALL OR SPACE ° O 2. FOR IN -SIDEWALK INSTALLATIONS, CONSISTING OF A PROFILE VIEW OF A CORE 4" DIAM. HOLE. ANCHOR LENGTH WHEELCHAIR WITH OCCUPANT IN WHITE ON 1-800-424-5555 MAY BE DECREASED TO 12". DARK BLUE BACKGROUND. THE SIGN SHALL 3. POST SHALL BE ROLLED CARBON NOT BE SMALLER THAN 70 SQUARE INCHES IN EX UNDISTURBED PAVEMENT W SHEET STEEL, ASTM A570 GRADE 50 AREA AND SHALL BE CENTERED ON AND JUST SUB -BASE MUST BE SUBGRADE COMPACTED U MAX. AND BE HOT DIPPED GALVANIZED BEYOND THE FRONT EDGE OF THE PARKING COMPACTED AASHTO M-120 YIELD STRENGTH 60,000 STALL. SIGNS MAY ALSO BE HUNG ON THE TO FIRM AND DENSITY PER ASTM D1557 PSI MIN. POST SHALL HAVE 7/16" WALL AT THE INTERIOR END OF THE PARKING UNYIELDING » „ GEOBLOCK 5150 DIE -PUNCHED KNOCKOUTS ON 1 " SPACE. SIGN MOUNTING HEIGHT SHALL BE 60 CONDITION 3 HMA CLASS 1 /2 ASPHALT CONCRETE POROUS CENTERS FULL LENGTH, FOUR SIDES. INCHES ABOVE THE PARKING SPACE FINISHED PAVEMENT TOPSOIL WITH GRASS PAVEMENT 4. ANCHOR SHALL HAVE 4 7/16" HOLES GRADE. 6" CRUSHED SURFACING BASE COURSE PER PER LANDSCAPE DWGS SYSTEM ONE EACH SIDE 2" FROM TOP END. AN ADDITIONAL SIGN SHALL ALSO BE POSTED, WSDOT SECTION 9-03.9(3), COMPACT TO 95% FINISH SHALL BE ZINC HOT DIPPED IN A CONSPICUOUS PLACE, AT EACH ENTRANCE MAX DENSITY GALVANIZED MATERIAL TO MEET ASTM TO OFF-STREET PARKING FACILITIES, OR STANDARD DUTY ASPHALT PAVEMENT / (r 1 �� 1 A500 GRADE B. / IMMEDIATELY ADJACENT TO AND VISIBLE FROM / 5. DRIVE RIVETS TO BE TL3806 3/8" EACH STALL OR SPACE. THE SIGN SHALL BE DUMMY JOINT © 20' O.C. 3 16"x1 SAW -CUT, TACK COAT AND 2 IN ® ® DIA. NOT LESS THAN 17 INCHES BY 22 INCHES IN 1 /2" PREMOLDED CONT MASTIC JOINT MATCH EX ASPHALT GRADE OOoo OoODO0oo0o0ou0 Ooo0U0ooO�0o�0 O000O�000O�000 6. CORNER BOLTS TO BE TLCB516M. SIZE WITH LETTERING NOT LESS THAN 1 INCH STRIP (SAWCUT JOINT CONTRACTOR'S �� 0� o D o 0 o U o 0 o U o� 0 00 O o� IN HEIGHT WHICH CLEARLY AND OPTION FI GRADE 12„ EXISTING ASPHALT �000 00�000�000�000�000�000�000�00�0�00�0�0 CONSPICUOUSLY STATES THE FOLLOWING: ) All asphalt to be Oo 0 0 o Oo o Oo o Oo o Oo o Oo o Oo o Oo o Oo o p 0�� O�,o Op�o Op�o Op�o O��o Op�o Op�o O��o Op�o standard duty Oo Ooo� O000 Ooo� Ooo� O000 Ooo� O000 Ooo� Ooo� CORNER SIGN POST SQUARE BROOM 4" MIN CONCRETE SIDEWALK �� �� �� �� �� �� �� �� �� �� BOLT "UNAUTHORIZED VEHICLES PARKED IN FINISH � X.����������������!/o ���������!/�� SEE NOTE 7 2 X 2", 14 GAUGE DESIGNATED DISABLED PARKING SPACES NOT QUICK PUNCH DISPLAYING DISTINGUISHING PLACARDS OR >, o 20 ° P ° p p ° p° o D - - ° EX UNDISTURBED PAVEMENT GEOTEXTILE FABRIC. 0 GROUND SURFACE LICENSE PLATES ISSUED FOR PHYSICALLY ° ° o SUB -BASE MUST BE MARAFI 140N OR DISABLED PERSONS MAY BE TOWED AWAY AT SUBGRADE EX SUBGRADE MOISTURE APPROVED EGUAL o OWNER'S EXPENSE. TOWED VEHICLES MAY BE o 0 0 0 o 0 0 0 o 0 0 o 0 0 0 COMPACTED COMPACTED TO 95% MAX. CONDITIONED COMPACTED TO g" j RECLAIMED AT ____________ OR TO FIRM AND TY PER ASTM D1557 95% MAX DENSITY PER ASTM �' ___________ OR BY TELEPHONING % %/ ��./��./��./��!�<!�;��; UNYIELDING 2" HMA CLASS ' /2" ASPHALT CONCRETE D1557 22» ------------ 4" MIN CRUSHED SURFACING CONDITION PAVEMENT o TOP COURSE 6" CRUSHED LOWER SIGN POST RESERVED RESERVED 4" CRUSHED SURFACING BAS RSE PER SURFACING BASE SUPPORT PARKING PARKING WSDOT SECTION 9-03.9(3), COMPA 95% COURSE 2» �������7 2.5 X 2.5 0.D. LIGHT DUTY ASPHALT PAVEMENT MAX DENSITY 12" MIN 7 GAUGE, 24 LENGTH NOTE: SEE NOTE 5 NOTES: SIGN ASSEMBLY NOTES: ®M 1. MINIMUM CONCRETE 3000 P.S.I. (5 1 /2 SACK). STATE CBA�®PAIgiO STATE DBABL®PAAO�p 1. INSTALL GEOBLOCK 5150 POROUS PAVEMENT SYSTEM BY PRESTO LOWER SIGN PEFNRRA31WM PBWFEQtMW 2. PLACE TOOL JOINTS ON WALKWAY WITHIN ROW TO MATCH EX SIDEWALK SCORING 1. IF EX PAVEMENT SECTION IS THICKER, MATCH EX SECTION. OTHERWISE GEOSYSTEMS PER MANUFACTURE'S RECOMMENDATIONS. 0 0 SIGN POST 0 0 POST SUPPORT PATTERN. TOOL JOINT ON -SITE SHALL BE PER SHEET L001. CONSTRUCT SECTION SHOWN. 0 0 o 0 DRIVE RIVET OR VAw ATTACH SIGN WITH 3• IF WALK IS OVER 7' WIDE, PLACE LONGITUDINAL DUMMY JOINT WITHIN WALK 2. SAW -CUT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING AND APPLY TACK 2. LAYOUT OF GEOBLOCK TRAYS SHALL BE HERRINGBONE PATTERN. 0 0 0 0 HEX BOLT (TYP) ACHE 2 DRIVE RIVETS TO CORRESPOND TO JOINTING PER LANDSCAPE. COAT. 3. PLACE ASPHALT IN ACCORDANCE WITH WSDOT APWA SECTION 5-04. o o ° SEE NOTE 5 4. WHERE REPLACING EXISTING WALK, START NEW WALK AT EXISTING JOINT. MATCH 4. PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH 0 0 BOLT STOP FOR EXISTING SCORING PATTERN & CONCRETE FINISH. GRAVEL BORROW. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS 0 0 SIGN POST COMPACTION REQUIREMENTS PRIOR TO PAVING. o 0 ISIV 5 NTS NITS NITS NITS ASI-003 GRASS -FILLED GEOBLOCK PERVIOUS SURFACE 2 ADA I W P T 3 CONCRETE STRIP AND WALKWAY STANDARD AND LIGHT DUTY ASPHALT PAVEMENT � SIGN OS ISOMETRIC VIEW / 2 LAYERS 4" WHITE PAINT STRIPE S\��2 3» UNCO SUBG LANDING, SEE rA NOTE 3 �Q'NG 1 4' DETECTABLE WARNING I MIN. (SEE DETAIL) 3/8" FULL DEPTH 3/8" FULL DEPTH LT TOP EXPANSION JOINT �p EXPANSION JOINT ASPHALT PAVEMENT DIRECTION OF 6„ BROOM FINISH, f 1 CONCRETE SIDEWALK 12 BASE COURSE PERMEABLE TYP. FLARE FLARE c AGGREGATE 8" I 12" SAND TREATMENT LAYER f ° D 1'-5» NOTES: A 3/s" FULL DEPTH EXPANSION 1' 2-1 /2'JOINT BETWEEN CURB AND o o �o o �o o 5 4 51 3-1/2" 1. MATERIAL FOR SAND TREATMENT LAYER SHALL MEET ONE OF THE FOLLOWING SPECIFICATIONS: CURB RAMP IF POURED OooO oo�O oo�O boo D OooO DooO oo�O 1.1. SAND MEDIA SPECIFICATIONS FOUND IN TABLE 6.5.2.0 OF THE 2009 KING COUNTY SURFACE MIN.* MIN. MIN.* MONOLITHIC 000 000 000 000 000 000 000 0 WATER DESIGN MANUAL. 4 „ C U R B RAMP TYPE 1 5' 5" ',9 5 1 V-8» MPACTED RADE O000 °Opoo:°O aoo °Opoo:°O 00 Doo o Oeo Oo eo O ° °Ooo° Doo O000 Oeo �poo °Opoo:°O aoo °. o05 opoo. �o:o Ooo Oeo Do 3" PERVIOUS ASPHA COURSE 2" CHOKER COURSE IAELE 6.5.2.C- _ Z} IEUL SPECIFIC__ TI{=r' S t_I S. Sieve Size F'rr _:rrlt pacsiin0 U-S. No_ 4 45 to 100 pervert U S. No. 8 0 to 1000 pervert U.c;. No. 16 40 to 90 percent 1.10. 30 '�5 to 75 percent S0 2 to 15 percent U.L. No. 100 Less than 4 percent U. s _ No. 200 Less than 2 percent * SEE ENGINEER FOR APPROVAL OF LARGER 12H:1V (8.3%) MAX. DIMENSION. 8" MIN 4' MIN. SLOPE AND 6' MIN. FLUSH CURB LANDING RAMP 2" 5„ 6" TOP OF 2% 5» ROADWAY NITS CEMENT CONCRETE SIDEWALK 3/8" FULL DEPTH EXPANSION ASPHALT/CONCRETE TRANSITION 1 V" " " 1.2. OPTION 1 OR 2 FOR SAND MEDIA PRESENTED IN SECTION 6.2.4.2.1.E OF THE 2009 KING JOINT IF POURED MONOLITHIC TWO LAYER -481 1 COUNTY SURFACE WATER DESIGN MANUAL. R-394412 WHITE PAINT Paint ADA symbol over blue 3/8" FULL DEPTH DETECTABLE WARNING square EXPANSION PATTERN (SEE DETAIL) IN COMPLIANCE WITH CITY OF RENTON STANDARDS JOINT IF POURED MONOLITHIC SECTION A —A DEVELOPMENT ENGINEERING Ann Fowler 07/13/2017 2. CONTRACTOR SHALL PROVIDE, TO THE CITY OF RENTON PUBLIC WORKS INSPECTOR, FROM THE SAND L SUPPLIER OR BY A SOILS TESTING LABORATORY, CERTIFICATION THAT THE SAND MEETS ONE OF THE NITS ABOVE CRITERIA PRIOR TO INSTALLATION. NITS NTS 7 SURFACE WATER UTILITY J ADA STALL AND BLOCKOUT STRIPING 5 PERVIOUS ASPHALT PAVEMENT 6 CONCRETE RAMP rstraka 07/14/2017 ' I A� ADDENDUM #3 4 28 17 OF \NASq/� '� SURVEYED: SCALE: VERTICAL: NAVD 1988 • DATE: 1932 First Ave 7' �w C� 4 ADDENDUM 4 5 5 17 , HORIZONTAL: NAD 1983/1991 SUNSET COURT APARTMENTS 5/5/2017 Suite 201 �-1 �� �" 7J 2 PERMIT REVISIONS 5 5 17 DESIGNED: 1 —20 CITY OF FlELDBOOK: Seattle, WA 98101 CONFORMED SET 5 19 17 Lip 1144-1158 HARRINGTON AVE NE p. 206.725.1211 4 PERMIT REVISIONS 6 29 17 D�'W"` SWP RENTON RENTON WA 98056 PAGE: f. 206.973.5344 � ONE INCH DATUM DRAWING No: S Gl FINAL PERMIT SET 7/13/171 rCHECKED: AT FULL SCALE Planning/Building/Public Works Dept. C3.1 engineering p I I c www.lpdengineering.com v' C NOT ONE INCH i � NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY PAVING DETAILS SHEET: 1 2 OF: L0 qT l] H H H 7•] 13 Z W Q CL a cr �M 0 0 F- 'W'^^ v, Z I I / Call 3 Working Days Before You DIG! � ' R — I / CS RIM=348.55 CONCRETE CURB AND / IE72(s) 3as3s IE 8 (E) 345 55 GUTTER PER CDR c�z o� d STD PLAN / I � , I � � �� �" '•'� _ �- 7-800-424-6666 _TAPER NEW CURB AND I Q 2 MPE IP I I �^ PERVIOUS GUTTER TO MATCH l CONCRETE EXISTING r57"w _ GLENNWOOD A E N PERVIOUS W,gLKWAY Q PERVIOUS CONCRETE \O"� ' PROPOSED ROW 3.22 PLAT) CALCULATED CENTERLINE SSMH RIM=348. CONCRETE 9iow(TYp) WALKWAY (TYP) DEDICATION LINE PER PLAT - MAY NOT FIT IE 8"N-S=335.8., I SIDEWALK poP BOLT -MONUMENTS TO W. IE 8"E=335. w w p5pµa� n� ib FLEXIPAVE, PER CONIC LANDSCAPE (TYP) BASE FOR DEPRESSED CURB - ARBOR (TYP)Q SS_ - r(e•easrw s6.7s• woo ar,\\ \ •..!• �� - CB RIM=350.27 � / �'� ss — �"J „ -°• '. --�. _ —\ '�i� IE 12"SW-NE=345.5 r SDMH RIM=350.72 n y IE - i IE 12"sw=345.5+/_ IE 12`NE=345.79 TAPER NEW CURB AND MATTER AND SIDEWALK TO -- I i S;' ' ,i - - -- - ` - ° / mLE'NW=34.3 0 m MATCH EXISTING '.�:: N I f------- 1 ,_ , i I --- ,, � ----- --__ \ ., - IEs"Nw=3as.31s � '_7__.I''�� I1' FLUSH CONCRETE CURB, " 1 2'X2' CONC PAVERS �, 1 ;I �n --- _ _ ,\ PER LANDSCAPE I i I_ r I PAINTED RED PER Cftt OF Scale 1"=20' i r �� RENTON PERVIOUS PAVERS, STANDARDS. PAINT / "\ CURB AROUND GEOBLOCKS PER LANDSCAPE (TYP) sal o s _ / CONCRETES CONCRETE �o RED WALKWAYE' 1 WALKWAY p�'y,t FLEXIPAVE, PER a. 1 5' WIDE PERVIOUS I W 1 LANDSCAPE (TYP)) 3 CONCRETE SIDEWALK � \ " � / - � c y �o " .g�G % L\ \ v / I� �I �sYr.�ri sr GRASS-FLLED GEOBLOCK PERVIOUS CONCRETE & i' a I \ PERVIOUS SURFACE \_ WALKWAY (TYP) ) 7 STD CONIC PAVING i r h�;I ///// �' 7 ° / LOCKED ACCESS GATE FOR LEGEND 005' ' i 1 1 � y 1' \ � �.-EMERGENCY ACCESS, BY PROPERTY LINE FLEXIPAVE PER LANDSCAPE �� � / ARCH. PROVIDE RENTON I '�V _a� BIKE PARKING, CONCRETE �4 FIRE AUTHORITY ACCESS PLAN (TYP) @ . , —al / CONTROL ON GATE. EX CONTOUR (INDEX) _ ,! ARCH. PLANS � � (TYP) �i / T 1 f 1 CONCRETE CURB AND � , ,_ i% s -/- � � I � GUTTER PER CDR STD �� -349- - _ _ EX CONTOUR PLAN 101 it \ / \ 5r� R25.00'_ °° I'a , ^ 1 '�i'' = 350 PROPOSED CONTOUR (INDEX) r � ADA 'ACCESSIBLE \�' .°�' _ 'NO PARKI G" _ 349_ _ PROPOSED CONTOUR f 15' WIDE PERVIOUS v \ z _ I\ i •T -i, ° /. _1 PARKING' SIGN / SIGN �• CONCRETE SIDEWALK ', ,`I, ;I s �i "�` •, ,�"�� •, °°o°o°°o ° FF78.0 FINISHED FLOOR ELEVATION VERTICAL �' RETE�q , CURB TYP TRASH ENCLOSURE, (TYP) PROPOSED BUILDING CONC WALKWAY �1 iv � � I � � o � � �'�� SEE ARCH. PLANS 2 PERVIOUS CONCRETE WALKWAY 112 `I 2'X2' CONIC PAVERS_ /%I V i%, " _ '' =V =_- ASPHALT (AC) PAVEMENTAC PER LANDSCAPE (TYP) ,} �r / ' ' `? !_ %� _ " �A PERVIOUS ASPHALT (AC) PAVEMENT - -il , - i � � • I � � I I I.,O STAIRS PER STRUCTURAL \ �' i PERVIOUS PAVERS ii� CONCRETE WALKWAY 2 RISERS ® 6.5 H AND - A� / PER LANDSCAPE n ^j 12" LANDING.: o I 1 - v ;� �I / (TYP) i . ;' `.. N ° 1 / 2/ a// `" O mti i PERVIOUS CONCRETE PAVER Q r umm= E � g1 CONCRETE ACCESSIBLE STAIRS PER STRUCTURAL. 0 FLEXPAVE 3 RISERS 0 6" H AND WALKWAY -2�87OS 12" LANDING 34663 k lm(TYP) izBIORETENTION AREA LOCKED LID GRASS -FILLED GEOBLOCK PERVIOUS CONCRETE ��,� z �7ti VERTICAL CURB STAIRS PER STRUCTURAL. el'. I% /%I' %' WALKWAY (TYP) "� 4 RISERS ®5.5"HAND STORM DRAINAGE PIPE 12" LANDING I _- � / �•',. v • 'h / � / ; iv h• '` ADA SYMBOL AND ;---`-- �I i '� ��' 4�+ O /Q• / BLOCKOUT STRIPING LANDSCAPE PLANTER FOOTING DRAIN PLASTIC WHEEP i�r'w'�� i ' \ LSTOi% i � /� SIDE SEWER PIPE o STORM DRAIN CLEANOUT i IE72"(N-S)=34206 - � _ '"i TYP)T � 1 �" w _ i' `' ASPHALT PAVEMENT (TYP) EWER CLEANOUT > O } ROOF DOWNSPOUT - < 1" I - � � '//. i' ice`' •� �' ''"` 1 i i O / � /��G/ g' / __ r 1 .a Sj _i I/I l;, �s WALKWAY (TYP) uo /��' �? -S WATER METER �� CATCH BASIN TYPE 1 PERVIOUS CONCRETE 345s I�, �/✓- t, `�� _�=i%`� i'"�% / //ter/ /Q %/ PERVIOUS ASPHALTQ WATER SERVICE LINES STAIRS PER STRUCTURAL. PAVEMENT (TYP) vi 4 RISERS ®5.5"HAND ,/;� � 1 /'--- s e �'�'� 12" LANDING .) 1 ,;" ", �:� -_- �" 2'X2' CONIC PAVERS PER LANDSCAPE (TYP) CONCRETE CURB AND VERTICAL CURB(TYP)� 1 —Cu GUTTER PER CDR STD PLAN 101 ADA 'VAN ACCESSIBLEQ R-394411 z I I _ _ sS�H-wasTE REPLACE SIDEWALK, CURB _ _ - ! FR I a _ N - - i cReasE vnuLb�'' PARKING' SIGN �1 AND GUTTER PER CDR �� I - -- --- - CONCRETE ACCESSIBLE 7 STD PLANS. I t 1 00 --- o_ / RAMP IN COMPLIANCE WITH i' / E - = - - -- ------ - _ jQi DEVELOPMENT ENGINEERING CONCRETE DRIVEWAY SEESARCH. ENCLOSURE, SE, 6 PER CITY OF RENTON Ann Fowler 07/13/201 7 1460 PERVIOUS ASPHALT• PERVIOUS CONCRETE N86 34 35"W 200 62' - 1 s STANDARD STD. PLAN - 333.1 SPEED HUMP77 !, 104 I aiN3°" col uA-o07-83 AwaA.y,�" PAVEMENT (TYP) WALKWAY (TYP) v <-33zs/ �I- - t CURB)(2Da62catczoo.6oR_3TO-c/q.,ytt-„_., �ti 1�6 �j,�, �: =rstmk, ATERUTILITY� 7/14/2017 �1� J. A�> ADDENDUM 3 4 28 17 1932 First Ave W11 ADDENDUM 4 5 5 17 Suite 201 2 PERMIT REVISIONS 5 5 17 1=20CITY OF SUNSET COURT APARTMENTS 5/5/2017 mmmSeattle, WA 98101 CONFORMED SET 5 19 17 WP PENTON 1144-1158 HARRINGTON AVE NE p.206.725.1211 4 PERMIT REVISIONS 6 29 17 sWP RENTON, WA 98056 f. 206.973.5344 m FINAL PERMIT SET 7 13 17 I Ien ineerin ��� w�+v+lpden IneeNn .com Planning/Building/Public Works Dept. C3,0 g g p 9 9 6 NO. REVISION BY DATE APPR �"` PAVING AND LAYOUT 0 l7rJ 0 I W I — W 0 a i tri w m z J IL PROJECT INFORMATION ENGINEERED PRODUCT MANAGER: JOESHEEHY ADS SALES REP: 253-255-6302 JOE.SH EEHY@ADS-PI PE.COM PROJECT NO: 169073 BRAD BARRON 206406-0141 BRAD.BARRON@ADS-PI PE.COM STORMWATER CHAMBER SPECIFICATIONS ADVANCED DRAINAGE SYSTEMS, INC. SUNSET COURT LLLP RENTON, WASHINGTON 1. CHAMBERS SHALL BE STORMTECH SC-740, SC-310, OR APPROVED EQUAL. 2. CHAMBERS SHALL BE MANUFACTURED FROM VIRGIN POLYPROPYLENE OR POLYETHYLENE RESINS. 3. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORT PANELS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 4. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG -DURATION DEAD LOADS AND 2) SHORT -DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 5. CHAMBERS SHALL MEET ASTM F2922 (POLYETHYLENE) OR ASTM F2418-16 (POLYPROPYLENE), "STANDARD SPECIFICATION FOR THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 6. CHAMBERS SHALL BE DESIGNED AND ALLOWABLE LOADS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 7. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. THE CHAMBER MANUFACTURER SHALL SUBMIT THE FOLLOWING UPON REQUEST TO THE SITE DESIGN ENGINEER FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE: a. A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY AASHTO FOR THERMOPLASTIC PIPE. b. A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET. THE 50 YEAR CREEP MODULUS DATA SPECIFIED IN ASTM F2418 OR ASTM F2922 MUST BE USED AS PART OF THE AASHTO STRUCTURAL EVALUATION TO VERIFY LONG-TERM PERFORMANCE. c. STRUCTURAL CROSS SECTION DETAIL ON WHICH THE STRUCTURAL EVALUATION IS BASED. 8. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. ..I S ADS, INC. IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE SC-3101SC-740 SYSTEM 1. STORMTECH SC-310 & SC-740 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE -CONSTRUCTION MEETING WITH THE INSTALLERS. 2. STORMTECH SC-310 & SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/SC-780 CONSTRUCTION GUIDE". 3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS 3 BACKFILL METHODS: • STONESHOOTER LOCATED OFF THE CHAMBER BED. • BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. • BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR. 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 6. MAINTAIN MINIMUM - 6" (150 mm) SPACING BETWEEN THE CHAMBER ROWS. 7. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE 3/4-2" (20-50 mm). 8. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. 9. ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. NOTES FOR CONSTRUCTION EQUIPMENT 1. STORMTECH SC-310 & SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 2. THE USE OF CONSTRUCTION EQUIPMENT OVER SC-310 & SC-740 CHAMBERS IS LIMITED: • NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. • NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". • WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 3. FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMS AASHTO MATERIAL COMPACTION / DENSITY MATERIAL LOCATION DESCRIPTION CLASSIFICATIONS REQUIREMENT FINAL FILL: FILL MATERIAL FOR LAYER'D' STARTS FROM THE TOP OF THE'C' LAYER TO THE BOTTOM ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER PREPARE PER SITE DESIGN ENGINEER'S PLANS. D OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT N/A PAVED INSTALLATIONS MAY HAVE STRINGENT GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE SUBGRADE REQUIREMENTS. MATERIAL AND PREPARATION REQUIREMENTS. MAY BE PART OF THE'D' LAYER BEGIN COMPACTIONS AFTER 12" (300 mm) OF AASHTO M145' MATERIAL OVER THE CHAMBERS IS REACHED. INITIAL FILL: FILL MATERIAL FOR LAYER 'C' GRANULAR WELL -GRADED SOIUAGGREGATE MIXTURES, <35% A-1, A-2-4, A-3 COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX STARTS FROM THE TOP OF THE EMBEDMENT FINES OR PROCESSED AGGREGATE. LIFTS TO A MIN. 95% PROCTOR DENSITY FOR C STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE OR WELL GRADED MATERIAL AND 95% RELATIVE TOP OF THE CHAMBER. NOTE THAT PAVEMENT MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU AASHTO M43' DENSITY FOR PROCESSED AGGREGATE SUBBASE MAY BE A PART OF THE'C' LAYER. OF THIS LAYER. 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, MATERIALS. ROLLER GROSS VEHICLE WEIGHT 9,10 NOT TO EXCEED 12,000Ibs (53 kN). DYNAMIC FORCE NOT TO EXCEED 20,000 Ibs (89 kN). EMBEDMENT STONE: FILL SURROUNDING THE AASHTO M43' B CHAMBERS FROM THE FOUNDATION STONE ('A' CLEAN, CRUSHED, ANGULAR STONE 3, 357, 4, 467, 5, 56, 57 NO COMPACTION REQUIRED. LAYER) TO THE'C' LAYER ABOVE. FOUNDATION STONE: FILL BELOW CHAMBERS AASHTO M43 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT A FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) CLEAN, CRUSHED, ANGULAR STONE 3, 357, 4,467, 5, 56, 57 SURFACE. " OF THE CHAMBER. PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS— PAVEMENT LAYER (DESIGNED PERIMETER STONE (SEE NOTE 6) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) 12"(300 \IATrA_ SC-740 END CAP SUBGRADE SOILS , (SEE NOTE 4) TBY SITE DESIGN ENGINEER) 'TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED 8' STALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, 18" INCREASE COVER TO 24 I600 mml. (2.4 m) (450 mm) MIN* MAX 6" (150 mm1 MIN (150 mm) MIN 51" (1295 mm) 30" (760 mm) . DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 6" (150 mm) MIN 712-00 mm) TYP 1. SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM 1`2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS", OR ASTM F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2. SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS. 4. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 5. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 6. ONCE LAYER'C' IS PLACED, ANY SOIUMATERIAL CAN BE PLACED IN LAYER'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER'C' OR'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. 1932 First Ave Suite 201 Seattle, WA 98101 p. 206.725.1211 f, 206.973.5344 engineering p l l c WWW,Ipdengineering.com L 1�� Zoo NO. z I H 0 U t O z z 0 _ LLu I W Q o U Z of O N C < H w 3 W 'e ` Of w H O � d ° 0 i U m b� > N a� J F DD o w z - 2 O LU .12K K g� < CD J �a � Yl e �y IN ao o zm ¢w SHEET 3 OF 5 ADDENDUM ##3 ADDENDUM W4 CONFORMED SET PERMIT REVISIONS FINAL PERMIT SET REVISION CONCEPTUAL LAYOUT kl[el is Call 3 Working Days Before You DIG! y-800-424-5555 (16) STORMTECH SC-740 CHAMBERS • MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECH SHEET #7 FOR MANIFOLD SIZING GUIDANCE. (8) STORMTECH SC-740 END CAPS DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE INSTALLED WITH 6" COVER STONE, 6" BASE STONE, 40% STONE VOID NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. INSTALLED SYSTEM VOLUME: 1,565 CF (PERIMETER STONE INCLUDED) • THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER AREA OF SYSTEM: 803 FT' COVER REQUIREMENTS ARE MET. PERIMETER OF SYSTEM: 119 FT • NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE. PROPOSED ELEVATIONS MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED): 354.30 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC): 348.30 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC): 347.80 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT): 347.80 MINIMUM ALLOWABLE GRADE (TOP OF RIGID CONCRETE PAVEMENT): 347.80 TOP OF STONE: 346.80 TOP OF CHAMBER: 346.30 12 TOP MANIFOLD INVERT: 344.84 12" BOTTOM CONNECTION: 343.90 24" ISOLATOR ROW INVERT: 343.81 BOTTOM OF CHAMBER: 343.80 BOTTOM OF STONE: 343.30 12" ADS N-12 BOTTOM CONNECTION MAXIMUM OUTLET FLOW 2.0 CFS INVERT 1.2" ABOVE CHAMBER BASE (SEE NOTES) Q 6ER N m INSPECTION PORT (TYP 2 PLACES) COVER ENTIRE ISOLATOR ROW WITH ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE 8' (2.4 m) MIN WIDE STORMTECH HIGHLY RECOMMENDS FLEXSTORM PURE INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES CATCH BASIN OR MANHOLE SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN RECOMMENDED) INSPECTION & MAINTENANCE STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT — 39.18' 30.08' — ISOLATOR ROW ISOLATOR // W 24" PREFABRICATED END CAP, PART# SC740EPE24B TYP OF ALL SC-740 24" CONNECTIONS AND ISOLATOR ROWS SC-740 CHAMBE 24" (600 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PRE -FABRICATED END CAP PART* SC740EPE24B SC-740 ISOLATOR ROW DETAIL NTS ll 14 PLACE MINIMUM 12.5' OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS 12" X 12" ADS N-12 TOP MANIFOLD MAXIMUM INLET FLOW 4.1 ICES INVERT 12.5" ABOVE CHAMBER BASE (SEE NOTES) STRUCTURE (PER ENGINEER'S PLAN) W/ELEVATED BYPASS MANIFOLD [RELOCATED] (DESIGN BY ENGINEER / PROVIDED BY OTHERS) (TYP 2 PLACES) z U LLU 0 i O Z TION PORT Q cm K w W Q 0 U 1 Z Z � 1 N n A Q O = Z Q� W H w SC-740 END CAP H o O � 1 a ......-.. _.............------ ...._ ..CS 315WTK WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 5' (1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS A. INSPECTION PORTS (IF PRESENT) A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B. ALL ISOLATOR ROWS CONCRETE COLLAF B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE PAVEMENT i) MIRRORS ON POLES OR CAMERAS MAYBE USED TO AVOID A CONFINED SPACE ENTRY ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN CONCRETE SLAB C. VACUUM STRUCTURE SUMP AS REQUIRED 8" (200 mm) MIN THICKNESS STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. FLEXSTORM CATCH n STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. PART# 6212NYF) WITH USE OF OPEN GRATE NOTES 6" (150 mm) INSERTA TEE PART# 61PSSTIP/688PERUE 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS INSERTA TEE TO BE CENTEREE OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. ON CORRUGATION CRESI 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. e WIPI.r:1LIIl 5 5 17 SURVEYED: SCALE: 5 5 17 DESIGNED:P 5 19 17 6 29 17 SWP 7 13 17 CHECKED: DATE APPR APPROVED: 1/'=20/ ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM TH CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATIONS 12" (300 mm) NYLOPLAST INLINE DRAIN BODY W/SOLID HINGED COVER OR GRATE PART# 2712AG6NIP o N° a SOLID COVER: 1299CGC m o w GRATE: 1299CGS z < _ 2O LU K io zaa 6" (150 mm) PVC SCH40 g w 3 PIPE (BY OTHERS) _ � = o 2y SC-740 CHAMBER w� a o SC-740 6" INSPECTION PORT DETAIL NTS CITY OF RENTON Planning/Building/Public Works Dept. _ x c �a m oOa E SHEET 4 OF 5 R-394410 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING �H LAnn Fowler 07/13/2017 SURFACE WATER UTILITY rstraka 07/14/2017Ul SUNSET COURT APARTMENTS 1144-1158 HARRINGTON AVE NE RENTON, WA 98056 STORMTECH DETAILS DATE: 5/5/2017 PAGE DRAWING NO: C2.4 SHEET: 1 O OF: 0) LO Iq 0 0 (0 -J Q J u� 1 �D V! Z W H Q CL a cr 0 0 H W a) Z r� V! N.NND-��•° ­1Before Call 3 Working Days YOU DIG, M STANDARD TYPE 2-60" DIAM iQ CB CONCRETE TOP SLAB �a Q Wawa rl'''Rg r FLOOR AND CAPILLARY BREAK 11-800-424-5555 WWeFTITFLATSIADFor PER STRUCTURAL DRAWINGS PNNFASNIuiiD LANCR N.NaoeaRAaxa NOUT IS IN TE PAVED 2' SQUARE LTHICKENED , PROVIDE EDGE & FINISHED GRADE ONCRETE SLOPE TO DRAIN AWAY FROM BUILDING PROPOSED GRADE ROOF DRAIN PER PLAN STANDARD LOCKING MH FRAME & COVER SEE KCRS DWG NO 2-022 HIC PER PLAN W W ..., 12"0 D.I. PIPE ��� FRAME LOCKING LID (MARKED -0 rcm� I,- Fors ACCESSSlA�NiD STEPS -, DIAM E-DPANCCENTRIC OPENING24° - - � b STEP TT FLAT SLAD TOP ^`✓w VAj/AA ASV ° 6 / /V�jAA CONCRETE /� COMPACTED PIPE BEDDING FIBER JOINT FILLER��j'v - i po �� o��pOo � CAST IRON COVER AND RING p� . ��� / / /� _FOOTING DRAIN"////TOP MARKED COMPACTED 45' BEND "FDCO" FOR FOOTING DRAINS o �0 SHALL BE . A MIN OF 4"SUBGRADE MAINTAIN I" GAP GAI B OEEN P OF "SDCO" FOR STORM LINES \�/\ \ \ \\/i\/i\ \ \ o - i/ /j\ c \i\BELOW TOP OF TRIOIERE PLIABLE "SSCO" FOR SANITARY SEWER \FOOTING ,a - LUDE DIRT 36° CMP RISER4e- ECCENTRIC CONE SECTIONDIA PER PLAN s) \ \ \� // /\/ / / /� 54�•„�T�� VARIES REMOVABLE CAP A� BUILDING FOOTING &WALLFLOW S 12" OC PER STRUCTURAL DRAWINGS. ti \\ RISER, 36' DIAM MIN, SAME - - COMPACT GRAVEL L FOR MATERIAL & GAGE AS TANKDRAINS T 0.13. SHALL PER WSDOT 0.1 WELDED OR FUSED TO TANKBE PLAN FOR DIA FOOTI) PLACED TO TOP OF FOOTING DO NOT DISTURB FOOTING FOOTING DRAIN PLACED LEVEL OR PLANSEE STEPS �l NSTALLINGOFOOTINGNE NDRAIN WITH POSITIVE SLOPE TO OUTLET nvonewxo°FewR',rm 4pxeNeaRnoDR �: 1� �s CIRCULAR ADJUSTMENT SECTION NECTAN000IR ADJUSTMENT SECTION 1.0 AeanemW,b�e.eerea arebN, ware-1, hwnga DETENTION TANK remirevre area of 0.12 se°ere in b . ae, turn re.v be °sad for ealu-n!..°deR.. I44IE5 SECTION 1. USE ADJUSTING BLOCKS AS REQUIRED TO BRING FRAME TO GUIDE. STD. Platy - 204.80 ^ PUBLIC WORKS MISCELLANEOUS DETAILS FOR 2. ALL MATERIALS TO BE ALUMINUM OR GALVANIZED AND ASPHALT COATED (TREATMENT 1 OR BETTER). DEPARTMENT DRAINAGE STRUCTURES 3. MUST BE LOCATED FOR ACCESS BY MAINTENANCE VEHICLES. MARCH 20D8 4. MAY SUBSTITUTE WSDOT SPECIAL TYPE N MANHOLE (RCP ONLY). 5. ACCESS RISERS SHALL BE LOCATED A MAXIMUM OF 50' FROM EITHER END OF DETENTION TANK MS NTS MS AND A MAXIMUM OF 100' OC BETWEEN RISERS. NTS COR STD PLAN 204,60 - MISCELLANEOUS DRAINAGE DETAILS CLEAN -OUT TO GRADE 2 FOOTING DRAIN 3 DETENTION TANK ACCESS DETAIL s ' Av "A"° ° "" �"' """" CONSTRUCTION SEQUENCE FOR BIORETENTION AREA SOLID COVER RIM EL 349.4 UPPER OMITS OF BIOR N 1. INSTALL TEMPORARY SEDIMENT CONTROL BAPS AS SHOWN ON PLAN. SOIL PER LA DWGS OR 1.5' 1.5' MIN r BOTTI)M LIARS OF BIORETENTION AREA AS DENOTED ON PUN WITH DARK RI PLANTINGS PER OUNE AND BIORETENTION AREA HATCH 2. COMPLETE SITE GRADING. PROVIDE PROTECTION SO THAT DRAINAGE IS PROHIBITED FROM ENTERING PIPE SUPPORTS (2 MIN.): LA Dwcs BIORETENTION CONSTRUCTION AREA. UPPER LIMITS OF BIORETENTON 3" x .090" ALUMINUM W/ •- I ^ SOIL PER LA DWGS OR 1.5' MIN 3. SITE STABILIZATION TO BE COMPLETE PRIOR TO INSTALLATION OF BIORETENTION AREA, 5/8" STAINLESS BOLTS - BIORETENTION AREAS THAT WERE USED AS TEMPORARY SEDIMENT TRAPS SHOULD BE EXCAVATED 6 6" PONDING .. a RRaDme° .mxr nueR I-) I INCHES BELOW THE BOTTOM OF THE SEDIMENT TRAP PRIOR TO CONSTRUCTION OF BIORETENTION DEPTH MWS _ ae: a v ✓ N'7 A N �,y, AREA. N EL 346.0 - - - - - - A ' LLEvnnoN AT TOP of 4. EXCAVATE BIORETENTION AREA TO PROPOSED DEPTH AND SCARIFY THE TOP 3"-4" OF EXISTING W� 3" TOP MULCH LAYER MULCH LAYER (PER PLAN) SOIL SURFACES. DO NOT COMPACT NATIVE SUBGRADE. PLAN NEW \ 1 BOTTOM OF BIORETENTION AREA SHOULD BE LEVEL WITH No SLOPE 5. BACKFlLL BIORETENTION AREA WITH BIORETENTION SOIL MIX AND AGGREGATE MATERIAL. OVERFILLING IS RECOMMENDED TO ACCOUNT FOR SETTLEMENT. LIGHT HAND TAMPING IS ACCEPTABLE IF 8" SHEAR GATE �• DO NOT COMPACT SUBGRADE WITHIN NECESSARY. 18" DEPTH BIORETENnON SOIL MIX A BIORETENTION BOTTOM AREA. SCARIFY 8" OUTLET PIPE 8" INLET PIPE IE 343.8 • O.ae) REQUIRED UNDER FULL EXTENT OF UPPER 3-4" PRIOR TO PLACEMENT OF BIORETENTION BOTTOM AREA 6. BIORETENTION SOIL MIX SHALL CONSIST OF THE FOLLOWING: AGGREGATE MATERIAL IE 343.8 e /,.R T„°veew,egur,a�eor,v. . Y xa.ow.r Renton Table 6.8.1. 12" DEPTH CITY OF OVERFLOW DRAIN - NYOPLAST 12' ROUND DRAIN MINERAL AGGREGATE REQUIRED UNDER FULL BASIN OR APPROVED EQUAL W LOCKING -AGGREGATE TO COMPOST RATIO: EI(IEM OF BIORETENTION BOTTOM AREA / 2.0' M - DUCTILE IRON DOMED GRATE. 60% MINERAL AGGREGATE (WITH LESS THAN 5% FINES), RIM SHALL BE 6" ABOVE BIORETENTION BOTTOM 40% COMPOST (MEET REQUIREMENTS IN WAC 173-350-220) .• (TOP OF MULCH LAYER) - TOTAL BIORETENTION SOIL MIX ORGANIC CONTENT SHALL BE 4-8% (BY DRY WEIGHT) RESTRICTOR PLATE WITH ADneocxr:crxv_xer,xnugm - BIORETENTION SOIL DEPTH SHALL BE A MINIMUM OF 18-INCHES - 2.125"0 ORIFICE 7. PRESOAK THE PLANTING SOIL PRIOR TO PLANTING VEGETATION TO AID IN SETTLEMENT. 2.0' M FRAME &POLYPROPYLENE BOTTOM UMII'S OF BIORETENTION AREA j LADDER OR STEPS OFFSET. -. AS DENOTED ON PLAN WITH DARK 8. COMPLETE FINAL GRADING TO ACHIEVE PROPOSED DESIGN ELEVATIONS. LEAVE SPACE FOR UPPER y - _ OUTUNE AND BIORETENTION AREA HATCH LAYER OF MULCH AS SPECIFIED ON PLANS. / UPPER LIMITS OF BIORE N UPPER UNITS OF _- F_ I. SOIL PER LA DWGS OR I. MIN eIORETENTION SOIL PER LA g PLANT VEGETATION ACCORDING TO PLANTING PLAN. DWGS OR 1.5' MIN i GENERA NOTES - O - - 10. MULCH AND INSTALL EROSION PROTECTION AT SURFACE FLOW ENTRANCES WHERE NECESSARY 6" PONDING 54" NNaA N.ES aeeiDn lemfedlilRb the mlaAl �� ofacemRDRS in with mninal dames - 3 V)UM DEPTH " .w M�' UNTIL ENTIRE SITE IS STABILIZED. MULCH MUST BE WOOD CHIPS CONSISTING OF SHREDDED OR n �.A- aH L'� CHIPPED HARDWOOD. MULCH SHOULD NOT CONTAIN WEED SEEDS, GRASS CLIPPINGS, LARGE of the am -- _--- AND SD #4 2 Theexpanelon johte o/the ���/ _ CHUNKS OF BARK. - 3" TOP MULCH LAYER TC sHnu ee xeNoavao nxTO ReacEPO At�ixe c°xmnct°aIF sexsex L tl1a°ent sidewalk shall /{ �.t I beedNuMedm6em Ilne wlth these wde 'T /i 11. CONTRACTOR IS /� ,,SS �S �� DO NOT COMPACT SUBGRADE WITHIN Rom_ (OOQ expenalon N°Inls / I Ia I _ BIORETENTION BOTTOM AREA 1, VV V SCARIFY UPPER 3-4" PRIOR TO PLACEMENT OF AGGREGATE MATERIAL IN COMPLIANCE WITH CITY OF RENTON STANDARDS NOTES: �' is roc `JE. ENLL SOIL MIX 18'RE DEPTH UNORNDER REQUIRED UNDER FULL EXTEM OF 1. FRAME LADDER AND STEPS OFFSET: a. CLEAN OUT IS VISIBLE FROM TOP BIORETENTION BOTTOM AREA DEVELOPMENT ENGINEERING 12" DEPTH NPE-26 MINERPL , PuB1ac WORKS OEPAATMENT CEMENT CONCRETE CURD INSTALLATION AT !!1'D. FIaN - 301.1 PRO D, b. CLIMB DOWN SPACE IS CLEAR OF RISER c. MH OPENING SHALL NOT BE PLACED DIRECTLY OVER THE TOP OF INLET PIPE AGGREGATE REQUIRED UNDER FULL EXTENT OF BIORETENTION BOTTOM Ann Fowler 07/13/2017 AREA TS1 CATCH BASINS NTS SURFACE WATER UTILITY COR STLAN 101.1 - CURB INSTALL AT CATCH BASINS FLOW CONTROL STRUCTURE (FCS)ND 5 SECTION A -A BIO RETENTION AREA / rstraka 07/1412,117 ' 41E J. Tp ADDENDUM 3 4 ev+^sa�,9 28 17 5 17 Rik1IX � 1"=20' °N"" ' o� . CITY OF RENTON SUNSET COURT APARTMENTS -n`^� HARRINGTON AVE NE 5/5/2017 932 First Ave suite 201 Seattle, WA 98101 mmm, ADDENDUM 4 5 N � P' c'bx T 2 PERMIT REVISIONS 5 _ CONFORMED SET 5 5 17 N.aN, UP 19 17 SwP I � I 29 17 P.206J25.1211 a a 4 PERMIT REVISIONS 6 e RENTON, WA 98056 f. 206.973.5344 e FINAL PERMIT SET 7 Fss DATUM Planning/Building/Public Works Dept. 13 17 - Z C2.3 DATE APPR engineering pIIC w .1Pdv9meering... ALCM 2p7 NO. REVISION BY S F 0R0N DRAINAGE DETAILS ^ ° 9 ai8 Ig} 9 u Me• 59 V 0 0 0 Q_ a- Z if See I, (L Q 0 z 0 W i- 3 N I U 2k 2p' 5 s• 6" OR 12" ONE #3 BAR HOOP FOR 6" HEIGHT TWO #3 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION t260,��61 Of �S a #3 BAR EACH CORNER D #3 BAR EACH SIDE #3 BAR EACH WAY PRECAST BASE SECTION #3 BAR EACH CORNER 18" MIN #3 BAR HOOP PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPE 15" CPSSP* 12" (STD. SPEC. 9-05,20) SOLID WALL PVC 15" (STD. SPEC. 9-05.12(1)) PROFILE WALL PVC 1T (STD. SPEC. 9-05.12(2)) * CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 20". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate must be installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and castings shall be set in mortar in accordance with Standard Specification 9-04.3. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION STD. PLAN - 200.00 PUBLIC WORKS CATCH BASIN TYPE 1 Nz� DEPARTMENT MARCH 2O08 ITS COR STD PLAN 200.00 - CB TYPE 1 BOLT -DOWN HOLE (TYP.) - 5/8" - 11 NC, SEE DETAIL & NOTE 2 0 TOP SECTION U RECESSED ALLEN HEAD CAP SCREW 7/8" 1/8" 5/8" - 11 NC x 2" 314" GRATE N a V 1 5/8" FRAME M z yr SECTION BOLT -DOWN DETAIL DETAIL O SEE NOTE _4l NOTES 1 This frame is designed to accommodate 20" x 24" grates or covers 2. Provide two holes in the frame that are vertically aligned with t he grate or cover slots. Tap each hole to accept a 5/8" - 11 NC x 2" allen head cap screw. Location of bolt down holes varies among different manufacturers. 3. Refer to Standard Specification 9-05.15(2) for additional requirements. ISOMETRIC VIEW ti`�Y o nD�D+ PUBLIC WORKS RECTANGULAR FRAME STD. PLAN - 204.00 DEPARTMENT MARCH 2O08 ITS COR STD PLAN 204.00 - RECTANGULAR FRAME 1932 First Ave Suite 201 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 engineering p1Ic wwW.Ipdengineering.com ¢Z K CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) HANDHOLD N RECTANGULAR ADJUSTMENT SECTION `v 0 OR CIRCULAR ADJUSTMENT SECTION m GROUT, TYPICAL (SEE NOTE 5) FLAT SLAB TOP 48", 54", 60", 72', 84" OR 96' MORTAR (TYP.) STEPS OR LADDER z Z FILLET v REINFORCING STEEL (TYP.) N n 12" GRAVEL ZONE FOR T PIPE ZONE BEDDING 6' SEPARATE BASE INTEGRAL BASE CAST -IN -PLACE PRECAST WITH RISER "O" RING Igo_ GRAVEL -111 LL FOR 6= PIPE ZONE BEDDING SEPARATE BASE PRECAST CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER WALL THICKNESS BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS BASE REINFORCING STEEL in21ft. IN EACH DIRECTION SEPARATE BASE INTEGRAL BASE 48" 4" 6" 36" 8" 0.23 0.15 54" 4.5" 8" 42" 8" 0.19 0.19 60" 5" 8" 48" 8" 0.25 0.25 72" 6" 8" 60" 12" 0.35 0.24 84" 8" 12" 72" 12" 0.39 0.29 96" 8" 12" 84" 12" 0.39 0.29 NOTES 1. No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be installed with the flange down. The frame may be cast into the adjustment section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 5. All grade rings, risers, and castings shall be set in mortar in accordance with Standard Specification 9-04.3. Y PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN DIAMETER CONCRETE ALL METAL CPSSPO SOLID WALLWALL PROFILE 48" 24" 30" 24" 2T 30' 54" 30" 36" 30" 2T 36" 60" 36" 42" 36" 36" 42" 72" 42" 54" 42" 36" 48" 84„ 54„ 60„ W 4W 96" 1 60" 1 72" 60' 38" 4W Corrugated Polyethylene Stone Sewer Pipe (Std. Spec.9-05.20) 2k) (Std. Spec. 9-05.12(1)) (Std. Spec. 9-05.12(2)) STD. PLAN - 201.00 PUBLIC WORKS CATCH BASIN TYPE 2 DEPARTMENT MARCH 2O08 NTS COR STD PLAN 201.00 - CB TYPE 2 D DO OUTFALL TO STREAM TOP NOTES I Provide two slots in the grate that are vertically aligned with the holes in the frame Location of bolt -down slots varies among different manufacturers. 2. Refer to Standard Specification 9-05.15(2) for additional requirements. 3• The thickness of the grate shall not exceed 1 5/8". 4. Unless otherwise specified, vaned grates shall be used with standard frame in the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. ISOMETRIC D SLOT - SEE DETAIL \ AND NOTE 1 W" (9mm) RECESSED LETTERING �zY O STD. PLAN - 204.40 + PUBLIC WORKS RECTANGULAR DEPARTMENT HERRINGBONE GRATE N MARCH 2O08 ITS COR STD PLAN 204.40-RECTANGULAR GRATE 6 �'N' J. A�AA ADDENDUM #3 oF W AS/tr1��1� ADDENDUM #4 PERMIT REVISIONS CONFORMED SET 4 PERMIT REVISIONS E FINAL PERMIT SET ass AL NO. REVISION PROVIDE THREE 1" DIA. /LIFT HOLES CENTER OF COVER SPACED AT 120 DEGREES TYP CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION. BASE SECTION SEE NOTE 4 NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT IN PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED, 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Y2 BOND, 5. ADJUSTMENT SECTION SHALL BE GROUTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH NONSHRINK GROUT G. GROUTING BETWEEN ADJUSTMENT SECTION SHALL BE WATER TIGHT. 7. GROUT IS TO BE NON -SHRINK TYPE GROUT MEETING THE REQUIREMENTS OF ASTM 157 PER APWA STANDARD SPECIFICATION 9-20.3 FOR MAXIMUM PERCENT DRY SHRINKAGE. THE MINIMUM COMPRESSIVE STRENGTH SHALL BE 4,000 PSI AT 7 DAY PER APWA STANDARD SPECIFICATION 9-20.3 B. PICK ! LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. STD. PLAN 202.00 PUBLIC WORKS CATCH BASIN II TAB?-,IL,ATION DEPARTMENT MARCH 2O08 ITS COR STD PLAN 202.00 - CB INSTALLATION ( ) 2" RAISED LE1 SEE NOTE 1 0 0 0 0�0E-7 O DRALJ �oLl��o� Do�� NON-SKID INTEGRAL PATTERN TO BE CAST ON TOP OF COVER COVER PLAN AE 3/8" 2» DI 1Z0 DEGREES (TYP. 3PL.) RING PLAN 26 3/8" 25 1 /4„ 1 „ Call 3 Working Days Before You DIG! 0 °Q 'I-800-424-5555 CITY OF RENTON DRAINAGE 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 0 CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. LO 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE THE LATEST EDITION OF THE qT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL 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 0 RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION 0 FROM THE ABOVE REQUIREMENTS FOUND IN THIS ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 0 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 T SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN 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 HOURS 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'S/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 NOTED ON THE PLANS. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 10. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 11. 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 00 IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 12. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUS BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 0 13. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL 0 CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 0 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE 0 OF WASHINGTON STANDARD SPECIFICATION FOR 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 I 0 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. T 15. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 16. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING 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 SETBACKS J LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT 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. IN 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 3 FOLLOWING: 0 A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN 0 0 APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN". THE STUB -OUT 0 SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. r HICK 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.it 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 STUBOUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). BF. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. 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 PERVIOUS 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 CAPACITY 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 LIABILITY 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 APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). GENERAL DRAINAGE NOTES 6" 1 1 /4" 1. PIPE MATERIAL SHALL BE SELECTED FROM THE FOLLOWING LIST PER THE CITY OF RENTON 2009 SURFACE WATER DESIGN MANUAL AMENDMENT, TABLE 4.2.1.A1: 1.1. POLYVINYL CHOLRIDE PIPE (PVC) (MIN 3-FT COVER) 1.2. CORRUGATED STEEL PIPE (MIN 2-FT COVER) 1.3. SPIRAL RIB STEEL PIPE (MIN 2-FT COVER) 1.4. PLAIN CONCRETE PIPE (PCP) (MIN 2-FT COVER) 1.5. REINFORCED CONCRETE PIPE (RCP) (MIN 1-FT COVER) 1.6. CORRUGATED OR SPIRAL RIB ALLUMINUM PIPE (MIN 2-FT COVER) 1.7. SOLID WALL HIGH DENSITY POLYETHYLENE PIPE (HDPE) (MIN 2-FT COVER) 1.8. LINE CORRUGATED POLYETHYLENE PIPE (LCPE) (MIN 2-FT COVER) 1.9. CORRUGATED POLYETHYLENE PIPE (CPE)-TRIPPLE WALL (MIN 2-FT COVER) 23 3/4" 5" 3/4" 1.10. DUCTILE IRON (MIN 1-FT COVER) 25 33 3/4" 2. PIPE MATERIAL SHALL BE PVC (725), HDPE (550 LF) OR DUCTILE IRON (375 LF), DEPENDING ON SECTION A -A SECTION B- B PIPE COVER, UNLESS OTHERWISE STATED. QUANTITIES STATED HERE ARE FOR PERMITTING PURPOSES ONLY. R-394408 Z COVER NOTES: RING NOTES: W IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1' USE WITH THREE LOCKING BOLTS 5/8"-11 NC STAINLESS TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) 1• DRILL AND TAP THREE 5/8"-11 NC HOLES 2 THROUGH RING AT 120". DEVELOPMENT ENGINEERING BOLTS, 2" LONG. DRILL HOLES SPACED 120% TO RING MATERIAL IS GREY IRON ASTM A-48 CLASS 30 . . HOLES IN RING. 2 a:MATCH 2. COVER MATERIAL IS DUCTILE IRON ASTM A536 GRADE 3. SHALL CONFORM TO SEC. 9-05.15 OF THE Q 80-55-06. STANDARD SPECIFICATIONS, AS MODIFIED Ann Fowler 07/13/2017 CL 3. SHALL CONFORM TO SEC. 9-05.15 OF THE STANDARD HEREIN. Q SPECIFICATIONS, AS MODIFIED HEREIN. 4. APPROXIMATE WEIGHT OF RING IS ~ 4. APPROXIMATE WEIGHT OF COVER IS 150 LBS. 5. 215 LBS. RATING - H2O. ITS 7 SURFACE WATER UTILITY rstraka 07/14/2017 ' �cr � 5. RATING - ?n 2411 BOLT -LOCKING MANHOLE RING & COVER 4 ZS 17 O 5 5 17 SURVEYED: SCALE: »_ 1 -20 HORIZONTAL: NAD D11988 9 3/1991 CITY OF RENTON SUNSET COURT APARTMENTS 1144-1158 HARRINGTON AVE NE RENTON, WA 98056 DATE: 5/5/2017 U 1 W 5 5 17 DESIGNED: 5/19/17 FIELDBOOK: PAGE: DRAWN: DRAWING N0: 6 29 17 SWIP ONE INCH DATUM 7 13 17 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. C2.2 Z IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY DRAINAGE NOTES AND DETAILS SHEET: 8 OF: 1 8 I� SOLID RIM EL 347.38 d PIPE SUPPORTS (2 MIN.): 3" x .090" ALUMINUM W/ COVER 36" DETENTION PpipER DIA. PLAN LENGTH ° DETENTION TANK ACCESS (TYP) L2-,3 SOLID COVER RIM EL 348.56 d 36" DETENTION PIPE PER ° DIA. LENGTH PLAN SOLID COVER RIM EL 348.31 F1 d 36" DIA. DETENTION PIPE LENGTH PER PLAN SOLID COVER _ RIM EL 348.77 4 d L4 11 IE 345.77 8" INLET PIPE Call 3 Working Days Before You DIGI 0 - 1-800-424-5555 5/8" STAINLESS BOLTS 4a d MWS a° MWS MWS 4 7 MWS EL 345.1 = = EL 345.1 = EL 345.1 = EL 345.1 d 8" SHEAR 36" MIN. GATE DIA. (TYP) 8" OUTLET PIPE IE 342.6 0% SLOPE -F ° d ° ° d DETENTION PIPE STRUCTURAL NOTES IE 342.E 0.5' IE 342.6 IE 342.6 d IE 342.6 2.0' MI da SEDIMENT 4 IE 342.6 g IE 342.6 1. STRUCTURAL DESIGN AND CALCULATIONS FOR DETENTION PIPES TO STORAGE a BE PROVIDED BY CONTRACTOR. ° 4 2. CONTRACTOR TO EMPLOY DESIGN ENGINEERING FIRM WITH A MINIMUM OF 5 YEARS EXPERIENCE DESIGNING DETENTION PIPES d a a WITH A REGISTERED STRUCTURAL ENGINEER LICENSED IN THE 2.0' M11 41 STATE OF WASHINGTON TO DESIGN ALL COMPONENTS TO MEET a° THE "STRUCTURAL PERFORMANCE" REQUIREMENTS. THIS ENGINEER d da ° SHALL PREPARE, STAMP AND SIGN ALL REQUIRED DOCUMENTS d a a d° d d aRESTRICTOR AND SUBMIT DOCUMENTS TO CITY OF SEATTLE SAMEd PLATE WITH THIS ENGINEER SHALL ALSO APPROVE THE SHOP DRAWINGSPRIOR TO 1.29"0 ORIFICE FRAME & POLYPROPYLENE SUBMITTAL. REFERENCE SPECIFICATION SECTION 01300 FOR 54" LADDER OR STEPS OFFSET. 54" 54" 54" SUBMITTAL PROCEDURES. 3. LOCATION AND SIZES OF INLETS, OUTLETS ACCESS RISERS, NOTES: SD #25 SD J27 SD J28 SD #30 LADDERS, AND OTHER PIPE CONFIGURATION ELEMENTS SHALL BE PER CIVIL PLANS AND THE CITY REQUIREMENTS. 1. FRAME LADDER AND STEPS OFFSET: a. CLEAN OUT IS VISIBLE FROM TOP b. CLIMB DOWN SPACE IS CLEAR OF RISER NTS c. MH OPENING SHALL NOT BE PLACED DIRECTLY OVER THE TOP OF INLET PIPE SECTION A -A: DETENTION PIPE GENERAL NOTES 1) STORMFILTER BY CONTECH STORMWATER SOLUTIONS; PORTLAND, OR (800) 548-4667; SCARBOROUGH, ME (877) 907-8676; LINTHICUM, MD (866) 740-3318. 2) FILTERS TO BE SIPHON -ACTUATED AND SELF-CLEANING. STANDARD DETAIL SHOWS MAXIMUM NUMBER OF CARTRIDGES. EXACT NUMBER REQUIRED TO BE SPECIFIED ON SITE PLANS. 3 INLET AND OUTLET PIPES TO BE GROUTED INTO HOLES PROVIDED. JOINTS TO BE WATER -TIGHT. 4) STORMFILTER REQUIRES BETWEEN 2.75' AND 2.9' OF DROP FROM RIM TO OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. PIPES TO BE GROUTED INTO PROVIDED CORINGS BY CONTRACTOR. 5) ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE INFORMATION. B C y 2 5'-3" 2'-4)/2" 2,-2Y2„ 3" 1/2" PVC WEIR 0ln=r- 1§;�jr - A CONCRETE COLLAR VANED INLET GRATE AND REBAR TO MEET (SOLID COVER HS20 IF APPLICABLE BY OPTIONAL) CONTRACTOR A I�� A a II ° T W STORMFILTER CATCHBASIN DESIGN NOTES STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 2 CARTRIDGE CATCHBASIN HAS A MAXIMUM OF TWO CARTRIDGES. SYSTEM IS SHOWN WITH A 27" CARTRIDGE AND IS ALSO AVAILABLE WITH AN 18" CARTRIDGE. STORMFILTER CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR CONTROL. PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION CARTRIDGE HEIGHT 27" 18" 18" DEEP MINIMUM HYDRAULIC DROP (H) 3.05' 2.3' 3.3' SPECIFIC FLOW RATE (gpm/sf) 2 gpm/ft2 1 gpm/ft' 2 gpm/ft' 1 gpm/ft' 2 gpm/ft' 1 1 gpm/ft' CARTRIDGE FLOW RATE (gpm) 22.5 1 11.25 15 1 7.5 15 1 7.5 PEAK HYDRAULIC CAPACITY 1.0 1.0 1.8 INLET PERMANENT POOL LEVEL (A) 1'-0" 1'-0" Z-0" OVERALL STRUCTURE HEIGHT (B) 4'-9" T-9" 4'-9" II a II ONOS II N Z 1.GENERAL TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH 3 ILE 11 ENGINEERED 3. STORMFILSO LUTIONS REPRESENTATIVE. www.ContechES.com WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS d J DRAWING. 4. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY - - - - - a - CONTRACTOR. 5. STORMFILTER CATCHBASIN EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING. STANDARD OUTLET STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE USING FLEXIBLE COUPLING BY CONTRACTOR. ACCESS COVER 6. STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO M306 LOAD RATING. TO MEET HS20 LOAD 2'-4" 2'-4" 2'-4" RATING ON STRUCTURE, A CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED, CONCRETE COLLAR WITH QUANTITY (2) #4 REINFORCING BARS TO BE PROVIDED BY CONTRACTOR. N 1 INSIDE RIM INSIDE RIM INSIDE RIM 7. FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE M 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS. N 4"0 CLEAN OUT WITH PL 1'-0" T-1" 8. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft). O COLLAR OUTSIDE RIM INSTALLATION NOTES 1/2" PVC BAFFLE OPTIONAL SLOPED LID A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY CORNER ELEVATIONS ENGINEER OF RECORD. PLAN VIEW 0o TO BE SPECIFIED BY B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN (LIFTING CLUTCHES PROVIDED). 6'-9" ENGINEER C. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. 2'-O" 2'-8" 2'-0" FLOATABLES BAFFLE 1CARTRIDGE CONCRETE CATCH BASIN STORMFILTER DATA STRUCTURE ID SD #31 WATER QUALITY FLOW RATE cfs 0.0155 PEAK FLOW RATE <1 cfs 0.0761 RETURN PERIOD OF PEAK FLOW rs 100 CARTRIDGE FLOW RATE 15 OR 7.5 m 7.5 MEDIA TYPE (CSF, PERLITE, ZPG ZPG RIM ELEVATION 348.91' PIPE DATA: I.E. MATERIAL DIAMETER INLET 348.91' - OUTLET 346.60' PVC 8" CONFIGURATION OUTLET INLET OPTIONS (AVAILABLE AT EXTRA COST): ❑ HOLE FOR OUTLET STUB OTHER THAN 12" ❑ CLEAN -OUT IN WEIR OTHER THAN 4" ❑ CORED HOLE FOR INLET PIPE ❑ DEEP OUTLET CORING ❑ OTHER:XXX 1CARTRIDGE CONCRETE CATCH BASIN STORMFILTER DATA STRUCTURE ID SD #2 WATER QUALITY FLOW RATE cfs 0.0073 PEAK FLOW RATE <1 cfs 0.0394 RETURN PERIOD OF PEAK FLOW rs 100 CARTRIDGE FLOW RATE 15 OR 7.5 m 7.5 MEDIA TYPE (CSF, PERLITE, ZPG ZPG RIM ELEVATION 347.00' PIPE DATA: I.E. MATERIAL DIAMETER INLET 347.00' - OUTLET 344.70' PVC 8" CONFIGURATION OUTLET INLET OPTIONS (AVAILABLE AT EXTRA COST): ❑ HOLE FOR OUTLET STUB OTHER THAN 12" ❑ CLEAN -OUT IN WEIR OTHER THAN 4" ❑ CORED HOLE FOR INLET PIPE ❑ DEEP OUTLET CORING ❑ OTHER:XXX 1-CARTRIDGE CATCHBASIN - PLAN VIEW 1 1-CARTRIDGE CATCHBASIN - SECTION VIEW B 1 2 B � - PERMANENT POOL LEVEL FINISHED GRADE NHHHHHHH 6'-0" (D LIFTING EYE FILTRATION = (TYP. OF 4) PERM)kNENT POOL LEVATION BAY INLET 5 WEIR WALL 2 1 /2' 5„ C.0 rnLO m "' `V STORMFILTER FLOW O0 O0 CARTRIDGE TYP. 0 1/2" PVC WEIR = Lo `" O v cl) (V FILTRATION 16i M BAY INLET TYP. CARTRID E INLET STUB 1/2" PVC BAFFLE � SUPPOR TYP. (OPTIONAL) OUTLET STUB 4"0 CLEAN OUT I 1 "6 FLOW o WITH PL Imo- 3'-0" KIT TYP. OUTLET PIPE Ur UG OUTLET PIPE 2-0 FROM FLOWKIT 1-CARTRIDGE CATCHBASIN -TOP VIEW 1 CLEANOUT I CATCHBASIN FOOT INSIDE 1 ACCESS PLUG B fJ 3�4 3 ON WEIR WALL (TYP. OF 4) OUTSIDE (TYP. OF ) FOOT TYP. OF 4) 2-CARTRIDGE DEEP CATCHBASIN STORMFILTER DATA STRUCTURE ID SD #29 WATER QUALITY FLOW RATE cfs 0.0249 PEAK FLOW RATE <1.8 cfs 0.1338 RETURN PERIOD OF PEAK FLOW rs 100 CARTRIDGE FLOW RATE m 7.5 MEDIA TYPE CSF, PERLITE, ZPG, GAC, PHS ZPG RIM ELEVATION 348.20' PIPE DATA: 1 I.E. IDIAMETER INLET STUB 348.20' - OUTLET STUB 346.30' 8" CONFIGURATIONS OUTLET 101 10 OUTLET INLET OUTLET OO INLET INLET OO INLET INLET SLOPED LID NO SOLID COVER NO NOTES/SPECIAL REQUIREMENTS: 2-CARTRIDGE DEEP CATCHBASIN STORMFILTER DATA STRUCTURE ID SD #26 WATER QUALITY FLOW RATE cfs 0.0239 PEAK FLOW RATE <1.8 cfs 0.1249 RETURN PERIOD OF PEAK FLOW rs 100 CARTRIDGE FLOW RATE m 7.5 MEDIA TYPE CSF, PERLITE, ZPG, GAC, PHS ZPG RIM ELEVATION 347.22' PIPE DATA: I I.E. DIAMETER INLET STUB 347.22' OUTLET STUB 344.90' 8" CONFIGURATIONS OUTLET OO OUTLET INLET OUTLET OO INLET INLET OO INLET INLET SLOPED LID NO SOLID COVER NO NOTES/SPECIAL REQUIREMENTS: 1-CARTRIDGE CATCHBASIN - SECTION VIEW A 1-CARTRIDGE CATCHBASIN - SECTION VIEW C 1 2 SECTION A -A SECTION B-B R-394407 IN COMPLIANCE WITH CITY OF RENTON STANDARDS NT CONCRETE CATCHBASIN STORMFILTER - 1 CARTRIDGE UNIT 2 CONCRETE CATCHBASIN STORMFILTER - 2 CARTRIDGE UNIT 3 FAnn MENT ENGINEERING �' wler 07/13/2017 SURFACE WATER UTILITY J. p ADDENDU 3 4 28 17 rStraka 07>/14/2017 � of was�i� 4 ADDENDUM 4 5 5 17 SURVEYED: SCALE: VERTICAL. NAVD 1988 1932 First Ave �w , c, HORIZONTAL: MAD 1983/1991 SUNSET COURT APARTMENTS 5/5/2017 Suite 201 N �� te' z %� 2 PERMIT REVISIONS 5 5 17 DESIGNED: 1 -20 p CITY OF FlELDBOOK: Seattle, WA 98101 CONFORMED SET 5 19 17 Lip RENTON 1144-1158 HARRINGTON AVE NE p, 206,725. �\V, 4 PERMIT REVISIONS 6 29 17 ��% RENTON WA 98056 PAGE. I ONE INCH DATUM i DRAWING N0: � m'j.f. 206.973.��►,NTECH �� FINAL PERMIT SET 13 17 AT FULL SCALE Planning/Building/Public Works De t % I.. /� ENGINEERED SOLUTIONS LLC ASS AL ��Gti Th=5�I III M N El GINEERED SOLUTIONS LLC IF NOT ONE INCH P C ` • 1 enll�l*I"Il. WWWi����I�i�tACf',S�ite400EWesChester,OH45069 ,,®1 N0. REVISION ""`°"`°" 1Y' DATE �gp2gC6Atr Poe r, �ite400, Wes Chester, OH 5069 SCALE ACCORDINGLY DRAINAGE SECTION AND DETAILS SHEET: 7 OR 90, H H I.J V, H Z W m H o� Q IL Q iMM- cr 0 0 E- W Z • #33 CB TYPE 1 38 LF 8" SD @ 3.5% i i SD#14 CB TYPE 1' 1 5 6 PROPOSED ROW l0C2.21 1 5 6 W/ SOLID LID / \ R RIM=348.55 RIM 349.30 C`2.22 C2.2 C2.2 DEDICATION LINE cc� C� CONNECT TO EX 12" SID IE12"(S)=345.35 IF 8 (E) 345.55 „ IE 346.5 (8 S) OU RIM 348.53 I Vol \ 7 LF 8" SD @ 0.5% MIN SD#15 CB TYPE 1 1 5 6 Q IE 345.00 (8 E) IN EX IE 344.77 (12" N)21NIE IP / / _'� �- - - - --= --_ -- _ � �' � cam' c� c 2.2 W IE 344.77 12 s OUT G LE AVE �� 1 5 6 9D#12 CB TYPE 1 ��"9 BIORETE ON AREA #2 BTM EL 348.80 c� EIM34 (8'� S) OUT SD#15A CB TYPE 1 C2�-� RIM 350.04 57 W N N WOOD N o c`2�2 c�2J2 c�2�2 RIM 349.10 � 7 LF 8 SD @ 0.5% MIN _ 22 PLAT) CALCULATED CENTERLINE + IE 346.33 (8 E) IN � SURFACE AR� 59 SF IE 346.97 (8 E) IN IE 346.97 8" W OUT 2.2 SD#16A CB T PER PLAT - MAY NOT FIT \ 31 LF 4" SD 346.33 (4" W) IN ( ) `-' BIORETENTION AREA #3 BOLT -MONUMENTS To W. 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IE 347.0 (6) - / / IE 346.68 S)-OHTz / ; / / IE 345.5 ' ,, 2 SD#8A SDCO ;, r , , - p a 23 LF 8 SD @ 3.6% RIM 348.26 \ a^� 'I �I�k9 , / 1 1 LF 8 SD / / \ / / c� / �- 59 LF 8 SD / IE 346.38 , IE 346.1 8» 1 / soDD ""� _ a a ♦ @ 1.2% DS i / - / / ' f' - / SD#30 c6 = 2-54 7� SD#20, SDCO RIM 34877 C2.2 c2.2 IE 345.77 NE RIM 349.96 c2.3 i / - , / / \ ( ) / / �/�� ��/- IN I / il= Iil- it a s a IE 346.8 i6") i/ ;I' ,I- ,I / r !, 47 LF 8 SD ;-/ ;-/-/ , IE 342.8 ( SW) T SD# 5 STOR HAMBC \ 1 = _ / I @ 0.6%' � 25 LF 8 SD @ 1.2% DETENTION FAC LITY >03.5 S) � -� ;� \;/ � � I/ / � � / , ;� // 9� BOTTOM OF CH MBERS 344.0 �/ o / yo^ ' i \ IE 344.00 / BLDG 3 % , L �' / FFE 350.25 / / / / _ / / , f Q N I i { �, i � � "A. CB TYP � - FOOTING DRAIN (TYP) CI 2 3 1 5 6 SD#6A CB�PE - = I \ \ N 1 , / a ,' M 349.8 AL ACCESS RI ,ER cz.2 cz.2 c2.2 RIM 348.40 �I 1 87 4 96 LF 8 SD @ 0.5% �/ _i » �' N 1 ' » IE 345.92 (8 S) IN I I , BLDG 2 / 69 LF 8 W/ SOLID LID C2.2 ' '%i' /I vim' C2.3 IE fir, 9 ('>� N I = FFE 348.75 1 `I% �, SD @ IE 346.53 (8" NE) IN LOCKED LID ' - IE 346.53 8 SW IN 'I 'I " 1 5 6 I � � I - /I 1.0% ( ) I - I; I; / S�#19 B TYPE 1 I �I i _ /`. / IE 346.53 8" NW i i �/ �,1.5% SLOPE c2.2 C2.2 C2.2 ,I CONNECT 6 - / _ / _ i - ( ) ' = it i_ / i oo IM 3 _ .07 76 LF 8 SD @ 0.5% i z 1 = , » ,- I, ti " I 1 - I � -�`1;- / / � / �✓� / �"� ,� IE 3 .39 (8 SW) IN PERF SD / , -/ � 8 LF 8 SD @ 2.5% / / �/_ , » f I ' FROM IDS SD#4 FCS 1 IE 7.39 (8 NE) OUT SD#8 SDCO I 1 / ,0 eC23 RIM 347.67 J `/ `/-@ 2.0% MIN / / / _ ,,„ I '/I , ' ' _ - I =�- \' / � 94 LF 36 SD 1 IE 346.5 (8) _-, (TYP) ' / / RIM 348.83 ' / _;/ / / �� / DETENTION PIPE @ 0.0% C 2.1 II IE 343.8 (8" NE) _ Shift CONNECT 6 ' ' IE 343.8 8 S - A 2 SD#6C SLAM storm 1 SD FROM I� ;- t \ ( ) > / CJ - #28 CB TYPE 2-54 1 / �/ /_ /, � � `.� %�' Imo\ ��-i�r�' / / c2.3 RIM 348.59 \ line to IDS @ 2.0% , �89 LF 8 SID / ,I ,- \ IM 348.31 IE 346.4 8" \ MIN TYP �0D ' I @ 1.2% / IE 343.E E N ( ) ��ex ( ) _ / \' / .� / .' / '\ \ 'I' 7 LF 8 SD / , IE 342.8 (86»SNE I IN C' C2�2 ' c E 8"(E)=342 I \ ° 1 25 LF 8" / I @ 39. �" ( » ) ' / / / \ IE 342.8 36 SW OUT _ 58 LF 8 SD , �i / �������� 22 LF 8 SD @ 0.6% @ 0.6% , - / LANDSCAPE PLANTER ru KIIvI j4 . / I �/ / �/ / SD#29 STORMFILTER CB LocKE I �� , ;% SD#6D SDCO `I%I/ �I / I / ,I - 1.7% SLOPE / , \ / / _ 1 / / - / = �' / Q ,'/ - SIDE SEWER PIPE 2 SD#6B SDCO \ I %i, I� RIM 348.53 �� �,-� '� a� �`. _-Q -��,- ,'I/ / � 3 C2.3 RIM 348.70 / IE 346.3 (8) / / / �/ / / /_ _ _ _ ' - / / a / RIM 348.2 /I - /I �/I /I - /I - - /I - /I /I /I - / (" ) cz.1 SEWER CLEANOUT IE 346.5 (8) � � � � � /; c( 23 1 I' � _ _v _� -� / - I -�I, -�I, - , / �I, -�\, / \, / I, -�I, , - I / •° % // / ,� ,/ '..��i / IE 346.2 8 W OUT SD#1 CB TYPE 1 ' ` `.� 11 LF 8" SD _ '� -` � -` � WATER METER " 24 LF 8" SD @ 0.5% - - @ 0.6% /i/ �/ / 72 LF 36 SD DETENTION 1 5 CONNECT TO EX 1 SD _., � i � I � I � / � /- /- /- ;- I, / � / /i PIPE @ 0.0% C2.1 cz.z cz.z - - - SLOPE- WATER SERVICE LINES �� RIM 345.42-, ! l IE 342.1 (8" E) IN \ _---------\ - --- _5.7% SLOPE- / - =/ 3.6% / „ c2.3 a - -- ----- /-- ' - `' - - ' 71 LF 8 SD @ 0.5% EX IE 342.1 (12 ) IN EX IE 342.1 (12 ) OUT O - 6.7% SLOPE �$. # SD#19 SDCO + IRR. CONTROL - - - - - - �- - - s RIM 349. ACCESS RISER // i L SD#2A CB TYPE 1 h f i �, M a , a r- - - - - - - - - c� _ J / / 4 RIM 349.74 c - - ACCESS RISER IE 347.74 (8") xxx� SPOT ELEVATION FF 78.0 FINISHED FLOOR ELEVATION PROPOSED BUILDING CONCRETE PAVEMENT PERVIOUS CONCRETE PAVEMENT BIORETENTION PLANTER PERVIOUS CONCRETE PAVER ° ° ° '7 °°°°° FLEXIPAVE o°oo°o°o°000000000o GRASS -FILLED GEOBLOCK SITE WALL VERTICAL CURB SDCO TRENCH DRAIN DS STORM DRAINAGE PIPE FOOTING DRAIN 0 STORM DRAIN CLEANOUT • ROOF DOWNSPOUT CATCH BASIN TYPE 1 H �H 0 I- Z _ W C2.2 RIM LOCKING LID ° - o ;; - - - - _ ��' SD#27 CB TYPE 2-54" IN COMPLIANCE WITH CITY OF RENTON STANDARDS RIM 346.56 = i - (a:)IE 342.42 (8" E) IN I N `I / " / RIM 348.56 ( ) o -- -_ -_ 56 LF 8 SD @ 0.5% 2 7 C� IE 342.42 8 W OUT I - -� - - - -- ' IE 342.8 (36" NE' IN { SD#3 CB TYPE 1 --� - _ SD#25 FCS 2 CB -78D#26 STORMNL - \ 100 LF 36" SD IE 342.8 (36" W) OUT cam% Cam% a UP .1W/SOLID LOCKING LID S%rlr�TYPF=- - -o- = DETENTION PIPE @ 0.0% SD#2 STORMFILTER CB C22 RIM 347.70 7 LF 8" SD nip RIM 347.45 19 - 1 I IE 342.7 (8" N) IN @ 1.4% c IE 342.8 (36 E) IN .9 (81 N) OUT RIM 347.00 1 I C ,2 IE 342.7 (8" E) IN (200s2 c IE 342.8 (8" W) OUT IE 344.7 (8" N) OUT C� II I IE 342.7 (8" W) OUT ADDENDUM #3 4 28 17 0 of WAsgI� ADDENDUM 4 5 5 17 SURVEYED: SCALE: DATE: 1932 First Ave �+ tiw G� » r HORZONTIAL: NAD D11988 983/1991 CITY OF SUNSET COURT APARTMENTS 5/5/2017 V Suite 201 a 17 z "� 2 PERMIT REVISIONS 5 5 17 DESIGNED: 1 2O �, + FIELDBOOK: Seattle, WA 98101 CONFORMED SET 5 19 17 1144-1158 HARRINGTON AVE NE H DRAWN: PAGE: p. 206.725.1211 / �� 30 66 ti� � 4 PERMIT REVISIONS 6 29 17 SwP ONE INCH RENTON RENTON, WA 98056 W DRAWING N0: GisTER DATU M f.206.973.5344 oohs `�� FINAL PERMIT SET 7 13 17 Planning/Building/Public Works Dept. C2°02 Z CHECKED: AT FULL SCALE engineering p 11 c www,lpdengineering.com SIGNAL `�' IF NOT ONE INCH ,1� � NO. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY SHEEP: 6 OF: 8 DRAINAGE (1) N OTE: DUCTILE IRON PIPE SHALL BE USED FOR ALL SD PIPE W/LESS THAN 2' OF COVER R-394406 I Call 3 Working Days I Before You DIGI -_410 / CB RIM=348.55 1162 HARRINGTON AVE Ni- 1 CP9. 5 / IE12"(S)=345.35 ANNMARIELINN LLC - I 0 a �/ IF 8 (E)=345.55 PARCEL# 722780-1670 -800- 24-5555 2' MPE IP C INyERSECTION ON. CL / 2825 NE 12TH ST STROYED B CONST. °UJ y RENTON HOUSING AUTHORITY / W I'57"W _ G LE N_N W O D ARR GTON GTON PL NE PARCEL 722780-2045 / NO C.O.R. M N. TIES) n FOUND 3/4" IRON BAR 1SDe9 # , HARRINGTON PLACE CONDO A E N MAG.NAIL WASHER o 0.5' NE OF CORNER RwEwP� SET SM.MAGNAIL W/ RICHA UGHTON SURVEY °N� PARCEL# 312200 0000 3.22' PLAT) CALCULATED CENTERLINE SSMH RIM=348.68 - 8r03/2015 z (DISTURBED BY CONST.) < oPol° BRASS WASHER IN w BK. 23 PG. 2 Y 1980 z KEN OYLER SURVEY ° w ,^ PER PLAT - MAY NOT FIT IE 8"N-S=335.8= \ N TC 349.33 P RAP° \ eNPjR LOW RAIL FENCE I REC.# 8005299001 6 _ BK. 28 PG. 298 SEPT. 1980 V/ IF 8"E-335.9 TC 348.13 TC 349 L3- _ TC 348.83 T 34g °N� REC.# 8109099002 ,`\ / Q BOLT -MONUMENTS TO W. - W FL 348.83 FL 348.53 FL 348.63 FL 3�8.83 L 4 . �350� c -351� � / D4 348.78 49.97 \ ---- S SS - - - - - -- - z 3 N88`58'57"W 56.75' o _ _ - - - --349.72_ - 349.80 350.18 350.10 50. -_ raT �!� "- - - �� w000�FENCE \ \ \ / - - 350.01 - - - - - 350.18 \ CB RIM -350.27 / 349.62 -- - -- 3 - -� - - 350.56 ss - 349.70 350.0 50.0 ; - i, -Y - - \ / E 12"SW-NE=345.5 SDMH RIM=350.72 9 9.9 _ 10 - °`�" �� - - - - - - - - - - - - - � � �� � � - - - - - - � 350.46 \ �� IE 6"W=347.0+/ � �.-_ _ "� � 350.31 # \ i - I _ i i i i \ i \ i \ i _\ \S OJ ti T `\` E 6"S-345.5+/- C73 348.55 ., 348.82 a SM i ` -fir 0 � � �� �'W �� � � � � \ g, A9� � / w CPj - - - 349.05 PER PLAT & R C / = J - - o� IE 12"SW=345.5+ - �� 3 0.05 5 CIVII - F - ° ° i ` \\ i \ F� ❑ IF 12"NE=345.19 / / 4716�4 7b1'3 - , I 18" K / 350.29 , I 350. � �.� 6� qy FOUND 1/2" EBAR 349.20 N ,-\ - ° ° RI \ 9 \ -\ S/. / / Ad 1 350.84 j &CAP .2U7 - ° i \ . \ i o I I 0.07' S r -\ • \I \ \I40 ° °� 4 _ 350.�2 I\ _ I - 349.0 \ i P PNi - _ - ° (b S TH OF ORNER. \ \ �S9' \�i \ 351. (R-4) ELEV.=348i ,I_ /I 350.4 �I - -- 350.4 0� INLET RIM=350.16 a - - - �' 350.40 350.43 \ --- NW-349 3 _ _ � 50.45'3 0° PER PLA � i 350. \ \ IE 6" - - - 4 '� \ \350.21 S8 2a FND. ROUND �\ i \ 3 1' _ ' \ - AD BOLT 50.6� R-4) ELEV.=3 / 350.50 350.42 350.50\ 350.46 350. 2 „ , I 1 - / 350.50 � \ °°-\I' '� (R-1) � Scale 1 =20 \ 0 349.20 1 i 350.50 � , o �% 11156 GLENNWOOD AVE N ;'w,' 350.50 350.50 350.50 350.24 0 3 1.05 iS 349.20 Mi 348.67 JASON JARMAN 350.50 ° o 0 350.79 S 1�� z 349.25 \ i o 0 0 ¢o 0 0 0 J b PARCEL# 722780-1665 BLDG 4 � � I � o 0 0 0 0 '� = 350.67� / N i o0 \ i34900 .25 _ Pv FIFE 350.50 ' 350.12 0 \ 348.59� i 349.38 350.5250.1 0 0 0 ? T �/� _ \ �� ' = ' 1 349.20 - 49.20 j / 350.50 o o S s� 8� c S �9 " I I I o o I s T� 0 0 349.20 349.25 a i 350.50� o / �- \ N 1 75 p O o M ' 349.16 \i ` / _ y,. o0 00 \ o F \ / 1 BLDG \ 1 349.7 l �' JE non 349.75 \ \ \ ��� ��YT F o ' FIFE 34925 ' a \' y� �� 350.50 j % // 349.70 \ BOYT / 1 . o M � 49.10 I I � � ' 350.41 350�f -� � TP 35 � °°`� 349.70 �yF 0 - --- ____________ �vo• CB RIM=350.55 �J� ,^ 350.41 f ° a a--CRE��ER�+IL•AI-LbG j / _ I \ o/ 348.36 348.4 �\, \ r / - __ �' °. 4 PARCEL 722780-1780 \ s c IF 6„N=349.0 \ 1 s49.25 / 356.2� 3�0.26 LA SUNSET NORTH CONDO SURVEY O /I 349.25 STD o BK. 147 PG. 64 APRIL 1998 / REC. 9804160689 349.05= i 349.05 ° / i i / / • i 50.16 \ i ,' # ' 'I 3 1 ,I L 34 .00 349.55 349.67 350.12 350.26 350.26� • 3 348.60 JT I \ I 1 a9 _ _ 350.2 ' i / \ / P 349.80 J 1 1 p 350.22 ° 3�0.1 / ' - i' �`. - %\/ %\i TC 350. o ( I -\ / I 1 \ �h p� =\ i i/ ., -\ , i -\ TP 349. / 4 / 1 1 Dc \ 350.17350.14 / , I v'i " I I � i I 1 �---- i�•' � �.' � \ �"`� � >'y�il � �`� � i it / i TC 350.28 / 348.23 -vI, vI� ° ° ° ° ° ° / wI� - �� vI, A /,' TP 349.78 i I II _ TC 350.11 > TP 349.72502,, o 348.20 C 1 1 % I/ Y °; TP 349.61N 1 i 1 \ ° / / \I 350.25\ ,; /1 ' 1 1 LEGEND I 1348.3 349.20 \ 349.25 / , _ \ \ I ° I _ i 350.25 - - TC 349.90 ' �/ TP 349.40 / , h L PROPERTY LINE 350.25 34$.1L 349.25 ' \i 34�.11 30"FIR I \ ° 35025� °S a a i `a ��� \ \ GRPS�' /� / / I / I � / I 1 349.25 � / °s� I ° � � � � � / \ � � 348.06� =Ct - / 349.20 --. a cRPss� 7 \ ° \ eR \' i ""'""�. � � -\ i 9.9 \/ �3so� EX CONTOUR INDEX II \ 1 °° I 348.20 1 349.19 I 3$$.8 - \ \ I % - - / - P TC 349.82 E X CONTOUR 1� 349.25 / / ° ° ° ° 0 ° `� a 350.06 - 349 - �� ,� -349- - 347.83 I 347.90 ' ' I 348.88 -\ / 3.16 o i 3 0.08� 350.25 i gyp' TC 349.88 Qv TP 349.32 / A I 1 / A 350.17 , 350.25 / 0 1 1348.93 i \ _ ° 'i _ i i 350.13 i^ i 350 PROPOSED CONTOUR INDEX / I 349.25 349.25 I I -\ ° o o ° ° 7 / I ° 350.22 a \ T 494� / TC 349.75 w , � O i °°°°°° ° i 4�5 i N 349.25 0 \ W I 1� 4 . I /' 349.83 4 TC \ RP / TP 49.1 349 PROPOSED CONTOUR 0 s� \\ Z I� �' ° ° ° ° ° ° 24"FIR J ° (�• �_ � 50.16 , � ` / I / � °°°°° \ o o /I \ a / A XXX.X I 347. , _ 1) I SPOT ELEVATION \ 11J - ' - ' - ' - ' - HARRINGT N AVE N 3�348.42 ° ° ° ° y Y - ( o / i -` / 34 .b5 / I I � / I � �� 4y.91 , � T - - I. \ /I I FF 78.0 FINISHED FLOOR ELEVATION I � 48.3 % - \/4' PROPOSED BUILDING ^i 1 348.75 / 348.66 � l i 350.25 i \ \ l i \ ///////////// I j / ,I/I I o Iy 348.75 348.39=\I/ \\ C 349.73 CONCRETE PAVEMENT 34 .70 1 , ' 35�.07 i TP 349.23 / 347.44 / I i /i /i a i / TC 3 //ACCEPTED 1/2" rn 3 2 ' 348.75 \ it ♦ 350.25 i `� _\ / - , 348.93 / TC 349.07 TP \,I ,I ,I PERVIOUS CONCRETE PAVEMENT 3 �\ R & CAP STAMPED \, \, \, _\, \, V / 347.5 347.46 ¢ > a i 50.25 350.04 _ / _ TP 348.57 �, .`_ Z / 347.41 \ / \348.75 I ks n��` a , ` °; \ L\ , P 349 65 / / TC 349. YLER LS 5524" (R-3) _\ r• 1 \ 1 V.- 349.60 o tij�j Yr i p[ /-�347.40 \34 .62 \ \li �j� - - GRPv� / /BIORETENTION PLANTER a i v v ��i TP 348.86 o / a 34 .3 / a 348.75 \ 348.63 i 35�.2�Y� �'349.96 \ / TC 349.33 3A9 / + �^' \ '^ I, i TP 348.83/ / / lb I� PERVIOUS CONCRETE PAVER N I 34 /U 3 ° . / (,Sept wall ley7gt \ ,.. '350.04 _ / - - / 13s I° I5. a nds�a e.�RFI�� I I I 1I icr�fb. eat Ala' / FLEXIPAVE °°°°° I > 1 1 11 8.86 , I � °\R ,, n n is , a � p� ��� /� I- I- I ao °s' � , � � � \/_\ � � o00000000000000 I �P8.56 ,eR w 1. /I - I, / 4836 / o 00000000000000o GRASS -FILLED GEOBLOCK �r BLDG 2 1 I z 1 YD RIM=346.63348.46 _ 350 1 t � / � /I � /I � / I I FFE 348.75 110 l7 T b 6� E x / - 48,34 /h LOCKED LID ' ' z' z I ' I 348.37 1 - - it %i 350.13 PA �72 0 7 -\I / ' ti SITE WALL = I _ 0 347.20 1 i 350.25 / I 34.0 -\ -\ ° 348.70 348.75 349.70 ,I as 350.25 /I \il' i- -\' / / ' J 7 / I i zdu �� 34R 4.3 / - / 349 90 I� .'�49.96 ! _Xl :i, P , C 349.06 / VERTICAL CURB PDir 348.52 "h' TRENCH DRAIN e- 1 e per RFI 131 Civil - 350.1 �` - - I' \_ _ / Q- / ,' LANDSCAPE PLANTER DS Conflict with Side w 1 % 350.20 ' �� \ / A4 �o \ 348.70 / / �50.25 �S 346.87 i 348.64 . I ;- 3 0.12 / STORM DRAINAGE PIPE \ N 50.04 �i- C( RI)-348.66 \ 346.77 - ' 348.75 348.82 -f - de /\;K 350.25 \I� Pw ``, ��� %/ il/ \/iTP 3448�8 \ / g ��C SIDE SEWER PIPE / + \ -\ 4 \ / /,' 2806 SUNSET BLVD NE IE12" N-S-342.06 / 3 2 \ / b GREATER HILANDS LLC IF 8 E =342.7 346.5 / 'I �% i/\ ) \/ �\�88 ' FOOTING DRAIN ( )_ � 348.75 / r SI I, � w ; ' `� \ I' ' �, � � � ,' PARCEL# 722780-1235 SEWER CLEANOUT \ 348.78 % 349.47 i . / / /) y: 348.75 - - �- C - � . � 350.25 '349.14 I �- � / / I ,� � , 348.57 - _ , �/ / DT� KEN OYLER SURVEY YD RIM-345.90 0 / 34 4 a 349.061 ` '=i1 349.59 ;i_\;I / / / TP 348.366 ; BK. 31 PG. 235 SEPT. 1980 WATER METER STORM DRAIN CLEANOUT LOCKED LID e348.75 C 8.96 �� -\I - =\ -/ IIT 49.59 / TC�34$.65 REC. 8204219003 R-1 .`I \ 348.70 ° `' �348.88 349.16`� , / / / ,�, \ // RPE P 348.15 # ( ) _WATER SERVICE LINES �549.10 `. - ' =\�i - - / i / / / 348.88 \ C/TP 346.28 1 / - - i -Q - / ° / 4 • ROOF DOWNSPOUT ­15.0 348.75 1 /I /I mil it TC xxx.x TOP OF CURB m CATCH BASIN TYPE 1 1- I dF �n�,a z0- -vl� _ �QnSs,�C 49-1 C 34 .19� ° / ',%' / /C7 / ��' TP XX TOP OF PAVEMENT p' II' 1)4zj.1/ r.° - ----- --- �. -Jj /I /I_ /1 i VJ °> p 48.5 a er y VACATED R-O-W - - k� 34 -- - "34 TC 349.1 o // U a + `. Q _ 1 9.1 CIVII �p - 480 I - I p y4 .4 - 3 TP 348.60N O - W _ _ _ \ S R 394405 Z _ , m M + 3 5 �a °L - rTl - ---- i ° SS `��jj c f 7\-- - -------_-- 348.E G EASE VAUL�O P 9 W En TP 348.17 _ _ Sd' IN COMPLIANCE WITH CITY OF RENTON STANDARDS I of � ^� // �P� P 347.75 P� �- TP 348.30- �,,// - L PER LLA-00 / ' TC TP 346.05 4 . - - 7.-------- ------ - R SPIKE / N� _---------- -- FND. R E 2, P 4 34 i _ 86 34' t UP G R mrr/ h ° �- - (R n T 34763 CARPORT QOF C, .� �� ono �� SSMH RIM=345.72 I;8w,3437 N86°34'35"W 2 � TW 3470,. 00.62' TW 3 .57 fi ' 4 IF 8"E= 333.1 ''�' sw3437 G.o.R. LLA-007-83 aw°.34s -' O ISSUED WITH RFI 129 RESPONSE IE 8"N-S=332.9 F TW:35V7.43 TW:34 47 P (200.62' CALC 200.80' R-3 TO C/L 344 ew:3 5.33 8w:34 46 03/26/2018 I� ! III 1 Nfl:/2 1 e •/, _ a J. A ADDENDUM #3 4 28 17 C WAS SURVEYED: SCALE: DATE: O of �r `� ADDENDUM 4 5 5 17 SUNSET COURT APARTMENTS 5/5/2017 U c l VERTICAL NAVD 1988 CITY O F 1932 First Ave �+ tiw � G� '`� r HORIZONTAL: NAD 1983/1991 Suite 201 a ti� o "i� 2 PERMIT REVISIONS 5 5 17 DESIGNED: 1 =20 Seattle, WA 98101 z CONFORMED SET 5 19 17 Lip RENTON 1144-1158 HARRINGTON AVE NE PAGEBDDK: W i p. 206.725.1211 �0 3o ss 4 PERMIT REVISIONS 6 29 17 DRAWN. SWP RENTON WA 98056 DRAWING NO: ONE INCH �' f, 206.973.5344 rP0 �FGISTEgti �w,FINAL PERMIT SET 7 13 17 CHECKED: AT FULL SCALE DATUM Planning/Building/Public Works Dept. C2.01 ��SSj�NAL �'��� '� ��' IF NOT ONE INCH W engineering pllc www•lpdengineering.com ,��✓� NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY GRADING SHEET: 5 OF:18 u� GENERAL NOTES Call 3 Working Days Before You DIG! 0 1. EXISTING CONDITIONS: 6. REGULATORY REQUIREMENTS: B. ALL MATERIAL WHICH IS PROPOSED TO BE USED AS FILL, BEDDING OR BACKFILL SHALL BE 0 GRADED AND TESTED FOR MOISTURE CONTENT AND COMPACTABILITY. GRADATION AND TEST o,a A. CONTACT ALL NECESSARY UTILITY PURVEYORS TO COORDINATE UTILITY CUTOFFS AND A. COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES AND SAFETY RESULTS SHALL BE SUBMITTED FOR REVIEW AND ACCEPTANCE BY THE OWNER'S 0 REMOVALS. VERIFY THAT ALL APPROPRIATE SERVICES HAVE BEEN DISCONNECTED. REGULATIONS. IF THERE ARE ANY CONFLICTS AMONG REFERENCED STANDARDS, THE MORE REPRESENTATIVE PRIOR TO PLACEMENT OF FILL. SEE SPECIFICATIONS FOR INFORMATION 0 STRINGENT REQUIREMENTS SHALL GOVERN. AND RESTRICTIONS ON THE USE OF RECYCLED MATERIAL AS FILL. '1-800-424-5555 B. CONFORM TO LOCAL GOVERNING REQUIREMENTS REGARDING NOISE CONTROL. B. OBTAIN ALL NECESSARY PERMITS. C. MATERIAL USED IN FILLING SHALL BE APPROPRIATE TO THE SITE AND THE INTENDED USE 0 C. MAINTAIN SAFE VEHICULAR AND PEDESTRIAN TRAFFIC ROUTES: OF THAT PORTION OF THE SITE. W 7. SAFETY SYSTEMS: 2 ENSURT ES. MINIMUM INTERFERENCE WITH ROADS, STREETS, ALLEYS, SIDEWALKS, AND ADJACENT A. PROTECT ALL EXCAVATION IN EXCESS OF FOUR -FEET IN DEPTH WITH A SAFETY SYSTEM D. TOPSOIL SHALL NOT BE USED AS A FILL MATERIAL. CITY OF RENTON TESC NOTES FACILI0) CONFORMING TO THE REFERENCED REQUIREMENTS. E. NO FROZEN OR THAWING MATERIAL SHALL BE USED IN A FILL. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A qq 3. DO NOT CLOSE OR OBSTRUCT STREETS, FIRE LANES, SIDEWALKS, ALLEYS OR PASSAGEWAYS PRECONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC 0 WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION. B. THE CONTRACTOR'S EXCAVATION SAFETY SYSTEM SHALL BE DESIGNED BY A QUALIFIED F. COMMON FILL MATERIAL SHALL CONSIST OF ON -SITE EXCAVATED SOILS FREE OF ORGANIC WORKS DESIGN ENGINEER. 0 PERSON AND MEET THE REFERENCED REQUIREMENTS. AND DELETERIOUS MATERIAL AND OF SUCH SIZE AND GRADATION THAT THE SPECIFIED 0 4. IF REQUIRED BY GOVERNING AUTHORITIES, PROVIDE ALTERNATE ROUTES AROUND CLOSED OR COMPACTION CAN BE READILY ATTAINED. THE MOISTURE OF COMMON FILL MATERIAL AT 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE (0 OBSTRUCTED TRAFFIC WAYS. C. ALL EXCAVATION NOT REQUIRING TRENCH SAFETY SYSTEMS SHALL ALSO MEET THE WISHA THE TIME OF PLACEMENT SHALL BE WITHIN A RANGE OF ONE PERCENT ABOVE TO TWO WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: r A. VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AT POINTS OF CONNECTION PRIOR SAFETY STANDARDS AND CITY OF RENTON REQUIREMENTS. PERCENT BELOW THE OPTIMUM MOISTURE CONTENT FOR COMPACTION. 2 BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A D TO COMMENCING WORK ON NEW UTILITY THAT IS TO BE CONNECTED TO THE EXISTING 8. EXCAVATION: G. GRAVEL BORROW: PER SECTION 9-03.14(1) OF WSDOT. PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC UTILITY. COORDINATE WITH OWNER'S REPRESENTATIVE IF ACTUAL CONDITIONS ARE AT WORKS DESIGN ENGINEER. VARIANCE WITH PLANS. A. MATERIALS NOT DESIGNATED FOR SALVAGE SHALL BE BROKEN UP, LOADED, AND LEGALLY H. STRUCTURAL FILL SHALL BE NON -ORGANIC SOIL, ACCEPTABLE TO THE OWNER'S 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION DISPOSED OF BY THE CONTRACTOR. CARE SHALL BE TAKEN REMOVING ITEMS TO ENSURE REPRESENTATIVE, PLACED IN MAXIMUM 8-INCH LOOSE LIFTS, WITH EACH LIFT BEING B. VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES SUFFICIENTLY IN ADVANCE OF THAT DAMAGE DOES NOT OCCUR TO THE EXISTING TREES AND IMPROVEMENTS WHICH ARE COMPACTED TO AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DENSITY USING PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY CONSTRUCTION TO ALLOW FOR COORDINATION AND MITIGATION OF CONFLICTS WITHOUT TO REMAIN IN PLACE. ALL REMOVALS SHALL BE ACCOMPLISHED BY MAKING A NEAT ASTM:D 1557. STRUCTURAL FILL SHALL BE PLACED AND COMPACTED WITHIN 2% OF THE SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE DOWN TIME. VERTICAL SAWCUT AT THE LIMITS OF REMOVAL. ALL CONCRETE WALK REMOVALS SHALL BE OPTIMUM MOISTURE CONTENT. WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING SAWCUT AT THE NEXT ADJACENT JOINT. ADJACENT MATERIALS DESIGNATED TO REMAIN CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE 5. DIMENSIONS AND LAYOUTS: THAT ARE DAMAGED BY THE CONTRACTOR DURING THE WORK SHALL BE REPLACED AT NO 10.COMPACTION: CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED ADDITIONAL COST TO THE OWNER. BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. A. THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING ALL BENCHMARKS AND STAKES AND IS REQUIRED COMPACTION: COMPACT FILLS AND BACKFILLS TO THE FOLLOWING MINIMUM RELATIVE REQUIRED TO REPLACE ANY STAKES OR BENCHMARKS THAT ARE DISPLACED OR MISSING. B. SPRINKLE EXCAVATED MATERIAL AND ACCESS ROADS AS NECESSARY TO LIMIT DUST TO THE COMPACTION (PERCENTAGE OF MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF LOWEST PRACTICABLE LEVEL. DO NOT USE WATER TO SUCH AN EXTENT AS TO CAUSE ASTM D1557). CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL B. THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL UTILITY PURVEYOR AND CITY FLOODING, CONTAMINATED RUNOFF, OR ICING. MEASURES SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS MAY BE 00 RECORDS RELATIVE TO THE EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR IS 0 LOCATIONS REQUIRED MINIMUM RELATIVE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO RESPONSIBLE FOR AVOIDING DAMAGE TO THESE FACILITIES AND SHALL RESTORE ALL C. IN THE EVENT THE CONTRACTOR ENCOUNTERS UTILITY LINES NOT SHOWN ON THE SITE 0 COMPACTION ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. UTILITIES AT CONTRACTOR'S OWN EXPENSE. THE CONTRACTOR IS TO NOTIFY THE OWNER'S PLAN OR OTHERWISE INDICATED TO BE SAVED, REMOVED, OR ABANDONED, THE LOCATION 0 UTILITY TRENCHES: 95% 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED REPRESENTATIVE IMMEDIATELY IF UNDERGROUND UTILITIES NOT SHOWN ON RECORD OF SUCH LINES SHALL BE MARKED IN THE FIELD AND THE OWNER'S REPRESENTATIVE UNDER WALKS AND PAVING: 95% O DOCUMENTS ARE ENCOUNTERED. NOTIFIED. AGAINST WALLS: 90% AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT 0 I C. THE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING, SETTING AND MARKING ALL LINE 9. FILL MATERIALS: PLANTING AND LANDSCAPE AREAS: 85% TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND 0 LOCATION STAKES. A QUALIFIED LAYOUT ENGINEER, SURVEYOR, OR TECHNICAL SPECIALIST OTHER: 95% ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE r MUST BE ASSIGNED TO THE CONTRACTOR'S CREW FOR THIS WORK AND SHALL BE ON SITE A. IF ANY FILL IS ANTICIPATED TO BE BROUGHT TO THE SITE THE APPLICANT SHALL SUBMIT MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AT ALL TIMES WHEN WORK REQUIRING CONTROL IS BEING PERFORMED, TOGETHER WITH A SOURCE STATEMENT CERTIFIED BY A PROFESSIONAL ENGINEER OR GEOLOGIST LICENSED 11.FIELD QUALITY CONTROL: AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS Q ALL NECESSARY EQUIPMENT, SUPPLIES AND INSTRUMENTS RELATED THERETO. THIS IN THE STATE OF WASHINGTON MEETING THE REQUIREMENTS OF RMC 4-4-060N.4 OR PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO D EQUIPMENT AND PERSONNEL MUST BE AVAILABLE, AT NO ADDITIONAL COST TO THE OWNER PROVIDE DOCUMENTATION THAT FILL WILL BE OBTAINED FROM A WASHINGTON STATE A. THE OWNER'S TESTING AGENCY SHALL PERFORM TESTING. THE OWNER'S TESTING IS ONLY EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE J OR OWNER'S REPRESENTATIVE, FOR THE PURPOSE OF VERIFYING LAYOUT AND CERTIFYING DEPARTMENT OF TRANSPORTATION (WSDOT) APPROVED SOURCE AS ALLOWED BY RMC TO VERIFY CONFORMANCE WITH THE PROJECT PLANS. THE CONTRACTOR IS RESPONSIBLE PERMITEE. THE ACCURACY OF WORK ON THE SITE. 4-4-060N.4.G. FOR CONFIRMING THAT THE WORK MEETS THE REQUIREMENTS OF THE SPECIFICATIONS AND THE CITY OF RENTON. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE CONTHE COURSE GRADING NOTES CONSTRUCTION NOISE NOTES SWPPS PLAN NOTES CONSTIRUCTION, IT SHALL BE T HON THEOEP OSED OBLIGATION AND SITE.INRESPONSIBILITY OFF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND CV 1. ALL WORK SHALL BE IN CONFORMANCE WITH THE "GEOTECHNICAL ENGINEERING STUDY, 1. FOR ALL COMMERCIAL, MULTI -FAMILY, AND NEW SINGLE-FAMILY HOMES, 1. NO HAZARDOUS LIQUID PRODUCTS, INCLUDING BUT NOT LIMITED TO PETROLEUM PRODUCTS, TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS I� PROPOSED HOUSING DEVELOPMENT, 1144-1158 HARRINGTON AVENUE NORTHEAST", CONSTRUCTION -RELATED NOISE IS ALLOWED: FUEL, SOLVENTS, DETERGENTS, PAINT, PESTICIDES, CONCRETE ADMIXTURES AND FORM OILS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE GEOTECH CONSULTANTS, INC. OCT 15, 2015. SHALL BE STORED ON -SITE WITHOUT PRIOR APPROVAL. IF REQUESTED, THE CONTRACTOR RECEIVING DRAINAGE SYSTEM. 0 7 AM TO 8 PM MON-FRI SHALL PROVIDE FOR SPILL CONTAINMENT IN ACCORDANCE WITH KING COUNTY AND CITY OF 0 2. THE PROJECT GEOTECHNICAL ENGINEER OF RECORD OR HIS REPRESENTATIVE MUST BE 9 AM TO 8 PM SAT, WORK ON THIS DAY IS BY CITY PERMISSION ONLY RENTON REQUIREMENTS. CONTRACTOR SHALL PROVIDE A LIST OF THE TYPES AND SIZES OF 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES D ONSITE DURING CRITICAL EARTHWORK OPERATIONS. THE GEOTECHNICAL ENGINEER SHALL NO WORK SHALL BE PERMITTED ON SUNDAY. LIQUIDS THAT WILL BE STORED/HANDLED ON SITE. CONTRACTOR WILL ALSO SHOW THE NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION I OBSERVE ALL EXCAVATIONS AND FILL AREAS. IN ADDITION, THE ENGINEER SHALL INSPECT PROPOSED LOCATION FOR STORAGE ON A PROJECT SITE PLAN AND WILL PROVIDE A OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 0 THE SOIL CUTS PRIOR TO CONSTRUCTION OF WALLS AND INSPECT THE COMPACTION IN NO DELIVERIES SHALL BE SCHEDULED PRIOR TO 7:00 AM OR AFTER 6:00 PM. PROPOSED METHOD OF SECONDARY CONTAINMENT. THE OWNER'S REPRESENTATIVE AND KING 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT T FILL AREAS. THE ENGINEER MUST SUBMIT FIELD REPORTS IN WRITING TO THE PCD COUNTY SHALL REVIEW AND APPROVE THE PLAN PRIOR TO STORAGE. BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST TROUGH INSPECTOR FOR SOILS VERIFICATION AND FOUNDATION CONSTRUCTION. ALL EARTHWORK 2. CONSTRUCTION -RELATED NOISE IS NOT ALLOWED OUTSIDE OF ALLOWABLE HOURS, LEGAL 2. CONSTRUCTION WASTE SHALL BE PROMPTLY REMOVED FROM THE SITE AND SHALL NOT BE MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SHOULD BE IN CONFORMANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL HOLIDAYS, OR SUNDAYS. REPORT. STOCKPILED. SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER 3. NO STATIONARY FUEL TANKS SHALL BE ALLOWED. METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 3 IN GETOION,HTHEAL ENGINEER MUST BE FOLLOWING CONSTRUCTIONSENT AT SAGES THEMUSPRE-CONSTRUCTION SPECTED, MONITORED, G(S) MOBILIZATION/STOCKPILE AREA NOTES 4. FUELING OF CONSTRUCTION EQUIPMENT SHALL BE A MOBILE FUEL TRUCK AND SHALL BE 9 ALL SEASON SEASONAL S TES COSIONNGN SEDIMENT TWEEN OCTO CONTROL R AND REQUIREMENTS MARCH 30 APPLY TO AND TESTED AS NECESSARY BY THE GEOTECHNICAL ENGINEER OF RECORD: ALLOWED ONLY IN PAVED AREAS. CONTRACTOR SHALL PROVIDE A PLAN FOR FUELING AREA INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT 1. ANY EXCAVATED MATERIAL REMOVED FROM THE CONSTRUCTION SITE AND DEPOSITED ON SPILL CONTAINMENT TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON WITH A PROPERTY WITHIN THE CITY LIMITS MUST BE DONE IN COMPLIANCE WITH A VALID PROCESS. A. SITE CLEARING AND STRIPPING OF ORGANIC TOPSOIL FOR ALL AREAS TO RECEIVE PROPOSED METHOD OF SECONDARY CONTAINMENT. THE OWNER'S REPRESENTATIVE AND CITY STRUCTURAL FILL, PAVEMENTS, OR FOUNDATIONS. CLEARING & GRADING PERMIT. LOCATIONS FOR THE MOBILIZATION AREA AND STOCKPILED OF RENTON, SHALL REVIEW AND APPROVE THE PLAN PRIOR TO FUELING. ALL SPILLS, 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE MATERIAL MUST BE APPROVED BY THE CITY INSPECTOR AT LEAST 24 HOURS IN ADVANCE CONTAINMENT, AND CLEAN UP SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND AT THEIR SURFACE WATER DESIGN MANUAL. B. CUT SLOPES OVER FOUR FEET HIGH. OF ANY DUMPING. OWN EXPENSE. 2. HAULING HOURS WITHIN THE RIGHT-OF-WAY ARE RESTRICTED TO MON-FRI 8:30 - 3:30. 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL C. BENCHING FOR FILL TO BE PLACED ON SLOPES. 5. FUELING OF CONSTRUCTION EQUIPMENT SHALL ONLY BE ALLOWED DURING DAYLIGHT HOURS. BE ADDRESSED WITHIN SEVEN (7) DAYS. STREET SWEEPING NOTES 6. THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL EQUIPMENT THAT REQUIRES 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A D. INSPECTION OF PROPOSED IMPORT FILL MATERIAL, PRIOR TO PLACEMENT. SIGNIFICANT REPAIR. MINOR REPAIRS OR MAINTENANCE MAY BE ALLOWED ON SITE IN AN MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 1. CONTRACTOR SHALL IMMEDIATELY SWEEP THE PAVED CITY RIGHT-OF-WAY WHEN DIRT APPROVED AREA. THE CONTRACTOR SHALL SUBMIT A PLAN FOR THE PROPOSED LOCATION 13. AT NO TIME SHALL MORE THAN ONE 1 FOOT OF SEDIMENT BE ALLOWED TO E. PLACEMENT OF STRUCTURAL FILL, INCLUDING OBSERVATION OF PROPER MOISTURE OR OTHER CONSTRUCTION RELATED DEBRIS IS DEPOSITED. OF VEHICLE MAINTENANCE AND REPAIR AND SHALL INDICATE THE PROPOSED METHOD OF ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES CONTENT, LIFT THICKNESS, AND MINIMUM COMPACTION. CONTAINMENT FOR POSSIBLE LEAKING VEHICLE FLUIDS. THE CONTRACTOR SHALL ALSO PROVIDE A PLAN TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON FOR THE SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH F. DESS FOR RETAINING WALLS, FOUNDATIONS, AND FOR THE BASE OF DUST SUPPRESSION COLLECTION, STORAGE, AND DISPOSAL OF VEHICLE FLUIDS. THE OWNER'S REPRESENTATIVE SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. ROCKER AND CITY OF RENTON SHALL REVIEW AND APPROVE PLAN PRIOR TO ANY ON -SITE 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT G. INSTALLATION OF SUBSURFACE DRAINAGE FACILITIES. 1. DUST FROM CLEARING, GRADING, AND OTHER CONSTRUCTION ACTIVITIES SHALL BE MAINTENANCE. DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE MINIMIZED AT ALL TIMES. 7. TRUCK WASHOUT SHALL NOT BE ALLOWED ON SITE. THE CONTRACTOR SHALL PROVIDE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. H. UTILITY TRENCH BEDDING AND BACKFILL, INCLUDING OBSERVATION OF PROPER TRUCK WASHOUT OFF -SITE AT AN APPROVED AND LEGAL LOCATION. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING MOISTURE CONTENT, LIFT THICKNESS, AND MINIMUM COMPACTION. 2. IMPERVIOUS SURFACES ON OR NEAR THE CONSTRUCTION AREA SHALL BE SWEPT, BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND VACUUMED, OR OTHERWISE MAINTAINED TO SUPPRESS DUST ENTRAINMENT. 8. CONTRACTOR SHALL PROVIDE TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON THE SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO 0 LOCATION OF SPILL RESPONSE MATERIALS. CONTRACTOR WILL ALSO IDENTIFY DISPOSAL I. UTILITIES ON STEEP SLOPES; SLOPE ANCHORS AND/OR BACKFILL SLOPE FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST q STABILIZATION. 3. ANY DUST SUPPRESSANTS USED SHALL BE APPROVED BY THE CITY OF RENTON. METHODS FOR CONTAMINATED WATER AND SOIL AFTER A SPILL. BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET C, PETROCHEMICAL DUST SUPPRESSANTS ARE PROHIBITED. WATERING THE SITE TO g, THE CONTRACTOR SHALL PROVIDE A REPORT TO THE OWNER'S REPRESENTATIVE AND CITY ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. J. ANY UNUSUAL SEEPAGE, SLOPE, OR SUBGRADE CONDITION AS DELINEATED IN THE SUPPRESS DUST IS ALSO PROHIBITED UNLESS IT CAN BE DONE IN A WAY THAT OF RENTON IDENTIFYING THE PERSONNEL RESPONSIBLE FOR POLLUTION PREVENTION, GEOTECHNICAL REPORT OR DISCOVERED IN THE FIELD. KEEPS SEDIMENT OUT OF THE PUBLIC DRAINAGE SYSTEM. N INCLUDING CONTACT INFORMATION, AND CLEARLY LISTING THE RESPONSIBILITIES OF THESE 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 cn PERSONNEL. N 4. AT THE END OF CONSTRUCTION, THE GEOTECHNICAL ENGINEER SHALL SUBMIT A FINAL FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF SUMMARY LETTER VERIFYING THAT CRITICAL STAGES OF CONSTRUCTION HAVE BEEN BIORETENTION AREA PROTECTION NOTES 10.THE CONTRACTOR SHALL PROVIDE A DESCRIPTION OF THE PROCEDURES TO BE USED IN THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE INSPECTED AND ARE IN CONFORMANCE WITH GEOTECHNICAL REPORT. MONITORING THE POLLUTION PREVENTION BMPS AND RESPONDING TO A BMP THAT NEEDS SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE 1. LIMIT CONSTRUCTION VEHICLE TRAFFIC WITHIN FOOTPRINT OF BIORETENTION AREAS TO ATTENTION, INCLUDING RECORD KEEPING. CITY OF RENTON FOR REVIEW MAXIMUM EXTENT FEASIBLE DURING CONSTRUCTION. 11.THE CONTRACTOR SHALL PROVIDE A REPORT TO THE OWNER'S REPRESENTATIVE AND CITY R-394404 Z 2. DO NOT EXCAVATE BIORETENTION AREAS TO SUB -GRADE UNTIL SITE HAS BEEN OF RENTON IDENTIFYING THE PERSONNEL RESPONSIBLE FOR SPILL PREVENTION, INCLUDING W V' STABILIZED AND JUST PRIOR TO INSTALLATION OF BIORETENTION SOIL AND PLANTING. CONTACT INFORMATION, AND CLEARLY LISTING THE RESPONSIBILITIES OF THESE PERSONNEL. IN COMPLIANCE WITH CITY OF RENTON STANDARDS I Q 3. GEOTECHNICAL ENGINEER TO REVIEW BIORETENTION SUBGRADE PRIOR TO INSTALLATION 12.THE CONTRACTOR SHALL ALSO PROVIDE A DESCRIPTION OF THE PROCEDURES TO BE 5 OF SOIL AND PLANTING. USED IN MONITORING THE SPILL PREVENTION BMPS AND RESPONDING TO A SPILL INCIDENT, DEVELOPMENT ENGINEERING 4. DO NOT ALLOW CONSTRUCTION STORMWATER RUNOFF TO ENTER EXCAVATED INCLUDING RECORD KEEPING. Q BIORETENTION AREAS. Ann Fowler 07/13/2017 Q N U SURFACE WATER UTILITY ~ 0. rstraka 07/14/2017 D J A� ADDENDUM #3 4 28 17 of WAS41/ �� 4 ADDENDUM 4 5 5 17 SURVEYED: SCALE: DATE: 1988 1932 First Ave �w �� » o HORVERTICALIZONTAL:: 019 3/1991 CITY OF SUNSET COURT APARTMENTS 5/5/2017 0 Suite 201 �-1 �" 2 PERMIT REVISIONS 5 5 17 DESIGNE : 1 -20 + FIELDeooK: a mmm Seattle, WA 98101 CONFORMED SET 5 19 17Lip RENTON 1144-1158 HARRINGTON AVE NE PAGE. �W i p. 206.725.1211 4 PERMIT REVISIONS 6 29 17 DAWN SWP RENTON WA 98056 �� ONE INCH DATU M 1 DRAWING N0: a) f.206.973.5344 FINAL PERMIT SET 7 13 17 Lij�s Gl CHECKED: qT FULL SCALE Planning/Building/Public Works Dept. C 1.2 Z S o3�AL �� U' IF NOT ONE INCH w engineering pllc www.lpdengineering.com i� N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY TESC NOTES SHEET: ^ OF: 1 8 'v Y _ 5_MAX'.. DRAINAGE GRATE- TRIM � �_ CROWN DRIP LINE OR OTHER CiB�� 3 WOiI(111g De S GRATE FRAME 1. DRIVEWAYSSHALLBEPAVEDTOTHEEDGE [ LIMIT OF TREE PROTECTION Y OF RO W PRIOR TO INSTALLATION OF THE Before ■ Ou Dig! s E CONSTRUCTION ENTRANCETO AVOID W AREA. SEE C1.0 FOR FENCE AJ DAM AGING OF THE ROADWAY Z ALIGNMENT SEDIMENT AND DEBRIS I a�J �, IT IS RECOMMENDED THAT THE I . I I J �rS Ill -OVERFLOW BYPASS j -/ ENTRANCE BE CROWNED SO THAT Z Di QO` lv 1` R 25 MIN. J/ I E. RUNOFF DRAINS OFF THE PAD J !1 ` O'r'� F BELOW INLET GRATE DEVICE a LNL M III o 1-800-424-5555 oI INSTALL DRIVEWAY CULVERT IF THERE 6' SAROADS'DEDITCHPRESENT,AS PROTECTION FENCE: W C� PER CITY ROAD STANDARDS (a)TREE MAINTAIN EXISTING a� n 4'.5'QUARRYSPALLS c� 6'-0" HIGH CHAIN LINK GRADE WITH THE _ CONSTRUCTION FENCE TREE PROTECTION GRASS OR ROCK GEGTEXTILE 1 FENCE UNLESS VIEW 12'MIN. THICKNESS ' PROVIDE FULL WIDTH OF -rl OTHERWISE LEVEL BOTTOM NOTES -- INGRESS/EGRESS AREA INDICATED ON THE DRAINAGE GRATE _ 1. CONDITION OF USE LINE. i -RECTANGULAR GRATE SHOWN _'RETRIEVAL SYSTEM (TYP .; 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. - GRAB TENSILE STREBNGTH(ASTM D1111) 200PSI MIN, GRABTENSILE ELONGATION I AST. D932) 3I MAX. )> >) MULLEN BURST 5TRENGTH ASTM D3766-RDA 400 PSI MIN. 8.5 X 11 SIGN LAMINATED IN N IASTM STA 2P451U.S. STANDARD SIEVE SIZE) PLASTIC SPACED EVERY 50' 1 2. DESIGN AND INSTALLATION SPECIFICATIONS 5" THICK LAYER ' 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR O COMBINED WITH QUARRY SPALLS IN AREA THAT WILL E T O USED 0 F MULCH ALONG FENCE. "NO TRESPASSING 2 FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY I AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO » PAVEMENT OR IF THE HOG FUELIS BEING CARRIED ONTO PAVEMENT. Wood CIIIpS frOCTI demO�d TREE PROTECTION PLACE ON I 2.2. WHENEFENCINGSHALLBEINSTHEENTRD A NECESSARY STRUCICT TRAONAFIFFIC TO M,COMHE ACTED ION RARE. THIS EACH SIDE OF FENCE WHERE 1' MIN, CONTRACTOR 2 MIN. BELOW INLET GRATE DEVICE 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED E A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY playground 1 '-.:ovERFl.ow eYP�IttP.) INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS NOTES: LESS THAN 50'. SHALL INCREASE - 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. DEPTH IF NECESSARY 3.2. STRETSFRANCE EEOFS DIMENTSHALLBEUSEOT PREVENTING ENT .THIS AYINCLNG KED ONTO DESTREETSPAVEMENT,EPING, ANEN VE MEASURES TOHEDIMENSIONS OF EEP 1. SEE SPECIFICATIONS AND ARBORIST REPORT FOR ADDITIONAL TREE PROTECTION ISOMETRIC VIEW STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS WITH THE ENTRANCE, OR THE INSTALLATION E THE WHEEL WASH. IF WASHING R USED, IT SHALL BE DONE ON AN AREA COVERED WITH REQUIREMENTS. CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. NOTES 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY 1. Size the Below Inlet Grate Device (BIGD) for the storm water Structure :i-Fwillservice:, SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED.THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND 2. IF THERE IS NO EXISTING IRRIGATION, SEE SPECIFICATIONS AND ARBORIST NOTES: 2. The BIGD shall have abuilt-in high -flow relief system (overflow 6ypassj: 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE IMMEDIATELY. DISCHARGED APPROPRIATELY. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BEREMq REPORT FOR WATERING REQUIREMENTS. „(S ,i FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. 3;, The retrieval system must allow removal of the BIGID without spilling the Collected material. GRADE: MAX 5% WITH POSITIVE DRAINAGE TO A SUITABLE 3. NO PRUNING SHALL BE PREFORMED EXCEPT BY APPROVED ARBORIST. OUTLET SUCH AS A SETTLEMENT TRAP k Perform maintenance in accordance with Standard Specification8-01.3(15) STABILIZATION: SEED, COVER MEASURES, OR ROCK 12" THICK, PRESSED 4. NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTIVE FENCING INCLUDING INTO SWALE BANK AND EXTENDING AT LEAST 8" VERTICAL °�� °� STD. PLAN - 218.30 o`�Y °� s) sTABILIZEo PLAN - 215.10 DURING FENCE INSTALLATION AND REMOVAL. FROM THE BOTTOM. e� URUG Wi3 CATCH BASIN FILTER O CONSTRUCTION ENTRANCE �E-NR�Qz °r�`ATr, �rT I -H 00 �FVT°z "'�`cH goo° 5. SEE SITE PREPARATION PLAN FOR ANY MODIFICATION WITH THE TREE TS NITS CITY OF RENTON STD 216.30- CATCH BASIN FILTER CITY OF RENTON STD 215.10 - STABILIZED CONSTRUCTION ENTRANCE 2 PROTECTION AREA. TREE PROTECTION FENCINNG INTERCEPTOR SWALE 3 JOINTS IN FILTER FABRIC SHALL BE SPLICED gg AT POSTS USE STAPLES WIRE RINGS, OR 2 2"BY 14 Ga. WIRE OR _LEn v 3 EOUIVALLENfl TO AT{ACH}FABRIC TO POSTS. - - EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABR C APRON n z TOE IN SHEETING IN MINIMUM 4'X4'TRENC!� I ;!^ 4 �l-I' ol ' OVERLAP e e' 6" ° - a.° �� a `-: STRETCHER BAR (TYP) SADDLE CLAMP (TYP) I11 I .MINIMUM -4- TRENCH �tjl AA PROVIDE ENERGY DISSIPATION 1 Ye.0 I - ° 4 f BACKFILL TRENCH WITH I ° AT TOE WHEN NEEDED �. N% L jtP {�,SJ-,--�';3T"t1- POST SPACING MAY BE INCREASED } NATIVE SOIL ' 9 d ° 4 4 To Er CONSTRUCTION WIRE BACKING IS /d I27x4FALWD POSTS, STEEL FENCE O AREA OR RCSTS,'REBAR. OR EQUIVALENT STOCKPILE 4 - AREA 4< NOTES FLOW < NOTES 1. CONDITION OF USE 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS! 1.1. PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRED COVER MEASURES FOR LESS THAN 30 DAYS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR 1S (INTENDED TO TREAT SUBSTANTIAL AMOUNTS OELOVERCANartiQW. - ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. e 1.2. PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES. 1.3. CLEAR PLASTIC SHEETING SHOULD BE USED OVER NEWLY HISSHEEDEDPURPOSE AREAS TO CREATE A GREENHOUSE EFFECT AND ENCOURAGE GRASS( d A 2. DESIGN AND INSTALLATION SPECIFICATIONS %Y-\ GROWTH. CLEAR PLASTIC SHOULD NOT BE USED FOR THIS PURPOSE DURING THE SUMMER MONTHS " 1.4. THIS METHOD SHALL NOT BE USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY RUNOFF, SUCH AREAS INCLUDE STEEP AND 2A. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE UNSTABLE SLOPES AVAILABLE ON SITE. /� 2. DESIGN AND INSTALLATION SPECIFICATIONS ADS (ASTM D4r51) 36100 SIEVE SIZE (0B0.0.15NM) FOR SI IT FI LM So100C SIEVE 0.15MMI FOR OTHER FABRICS - / VVVVVVVVVVVN2.1. PLASTICSHEETINGSHOULD HAVEAMINIMUM THICKNESS OF 0.03 MILLIMETERS. 2.2. IF EROSION AT THE TOE OFASLOPE IS LIKELY, AGRAVEL BERM, RIPRAP,OROTHER SUITABLE PROTECTION SHALL BEINSSTALLEDATTHE TOE DIKE SECTION WATER PERM ITr ASmd 1 ItoSE.MN.FOREXTRASrgENGHFABRIC OF THE SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF. GMBTENSIfE STRENCMIASTM Dd632) 1. CIIIBS. MIN. FOR STANDARD STRE-1 FABRIC 3. MAINTENANCE STANDARDS TORN RRFFTR M-T RIP RFPI A-r1 Awn (1PFN -AMR RFPAIRFD SFr T III-III-� �- III-� -� I -III -I -III III � � III -III- III III III III �I I I - -� -� -� -� -� -� - GMaTEN5IIEELDNGARK) ASTM-12 Bo%MAx ULTRAVIOIATE RESISTANCEIAS Z003551 70%MIN I.-1I I -I 1 1-1 1 1-1 1 1-1 1 1 1 1 1-I I I -III -I 1 1-I 1 1-III-III-I I I I -III -III -III -III -III -III -I I- 3.3. IF THE PLASTIC BEGINS TO DETERIORATE DIE TO ULTRAVIOLET RADIATION, IT MOST BE COMPLETELY REMOVED AND REPLACED. III III III III i III III III III III III WHEN THE PLASTIC IS NO LONGER NEEDED, IT SHALL BE COMPLETELY REMOVES. - - --- - _ III III III I- 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING IC INCREASE THE STRENGTH OF ANTS STRONGER WIRE BACKII4G OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN2H:1V CONSTRUCTION "PRO LIMITS OF SEDIMENT 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE (SWELL BURIED AND SECURE IN"TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. AREA FLOC CONTROLLED AREA 2" x 2" MESH, 11 GAUGE 3. MAINTENANCE STANDARDS MIN PROVIDE SECURE 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. F CONCENTRATED FLO S ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND . i .; ° e - °° d ° °e1 o ATTACHMENT AROUND ENTIRE 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP FENCE PANEL SEDIMENT. SECTION A -A CONCRETE BLOCK 3.4, SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6INCHES HIGH. �` 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. NOTE. MIN 80 LBJ IF THE SURFACE AREA IS CONCRETE, ADHESIVES SUCH AS LIQUID NAIL OR SAND `qY ° FtTD. PLAN - 213.30 Q�,� STD. PLAN - 214.00 BAGS SHALL BE USED. IF IT IS AN ASPHALT �'. Ultl PLASTIC COVERING P[tBL,C' WORF� SILT FENCE SURFACE A RUBBERIZED ASPHALT EMULSION F DLPnRTMrNT MARCH 2O0H/� DEPART ENT CAN BE 'USED. THE TACKING AGENT MUST BE CITY OF RENTON STD 213.30 - PLASTIC COVERING CITY OF RENTON STD 214.00 - SILT FENCE BaRRiER sECTIONTallo THE LENGTH of THE SILT DIKE CONSTRUCTION FENCING 5 7 NIT `RUNOFF WITH SEDIMENT FM FOR DISCHARGE OF PROVIDE SOLID COVER ACCEPTABLE SEDIMENT �� - - -- -_ FREE STORMWATER TO APPROVED OUTLET PER PLAN FILTERED ° t19YERI DEPTH /i DOS RUNOFF H4 dF OUTFLOW PROVIDE 6" MIN CLEAN CHANNEL IF "-- CONSTRUCTED BY \/ ° -.r- I -y (EXCAVATION. GRAVEL AROUND 15 GEDIMEN€STORAGE (FILTER FABRIC FENCINGO�OO° PERIMETER , DEPTHy WASHED GRAVELo CROSS SECTION/\\/// oD�oo o O O \\\ NTS WRAP WITH 100 FILTER FABRIC 24" DIAMETER OR O / OVERFLOWSPLLWAYRMNWIDTH \/ 0�0 o O\\ GREATER PIPE OR DRUM (MUST BE OF NON R-394403 !\< 050_-0 0 LEACHABLE MATERIAL) W/ °o \ 2"DIA WEEP HOLES IN COMPLIANCE WITH CITY OF RENTON STANDARDS 001w v/w�! WIRE TIES DEVELOPMENT ENGINEERING WATER LEVEL��;v%wi O O �� ;SGEDIMENTSTo , \% Ann Fowler 07/13/2017 . 2'SETTINGDEPTH 81'DEPTH OF2.4^ ROCK ,IDEPTH OF3/4'-112'WASHEDGRAVEL, \\\\/\/\/\\�/ SUMP PUMP AND MOTOR W/CAPACITY AS NECESSARY BLOCKS AS NECESSARY NITS NITS SURFACE WATER UTILITY MOVEABLE SUMP AND PUMP O NOT USED rstraka 07/14/2017 ' NOTE, A�, ADDENDUM #3 4 28 17 MAY BE CONSTRUCTED BY EXCAVATION OR DATE: BY BUILDING A BERM OF WASq�� ^� SURVEYED: SCALE: VERTICAL: NAVD 1988 4 ADDENDUM 4 5 5 17 SUNSET COURT APARTMENTS / / 1932 First Ave 7' �ti � c� � » I HORIZONTAL: NAD 1983/1991 5 5 2017 Suite 201 l�Y o STD. PLAN - 211.00 °2 Lip 1 -20 CITY OF FIELDBOOK: � 2 PERMIT REVISIONS 5 5 17 DESIGNED: 1144-1158 HARRI NGTON AVE NE Seattle WA 9810 I'l''BL1C' BORKS ""3I=QIMENT TRAP RENTON PAGE: FNTQz °LPA�T""L�'� MARCH z001) CONFORMED SET 5 19 17 p. 206.725.1211 4 PERMIT REVISIONS 6 29 17 DRAWN: SWP RENTON WA 98056 f. 206.973.5344 '`� � � � ONE INCH DATUM � DRAWING No: NITS S Gl FINAL PERMIT SET 7 13 17 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. C 1 • 1 j( T OF RENTON STD 211.00 -SEDIMENT TRAP 9 s°SAL�� C NOTONEINCH engineering pllc www•IpdengineelwnIg.Com i � wl NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY TESC DETAILS SHEET: Z OF:1 LO qT 0 W] e OS N H H 0 Q J 7iJ 9 13 1 Z W Q CL a cr 0 0 'W'^^ v, Z r� V! i I,I � TREE PROTECTION / 01-1 FENCING (TYP) CB RIM=348.55 1162 HARRINGTON AVE N 1 / Y IE12" (S)=345.35 ANNMARIELINN LLC I �/ \ IE 8"(E)=345.55 PARCEL# 722780-1670 SAVE AND PROTECT EX I M" -� SAWCUT REMOVE AND - - - - - - - - - - - - - SIDEWALK TO REMAIN. 0 2'MPE IP NyERSECTION ON. REPLACE EX ASPHALT CLEAN JUST PRIOR TO W STROYED B CONST. PROJECT COMPLETION �'57" W _ G LE N_N W /1i�0 C.O.R. M N. TIES) FOUND 3/4" IRON BAR 00 D A E N MAGNAIL WASHER n n' NF nF r.nRNFR i 3.22' PLAT) CALCULATED CENTERLINE SSMH RIM=348.68 - 8{�r03/2015 z REMOVE EX TREES �°PoIoRNEw� SET SM. MAGNAIL W/ oR BRASS WASHER IN w PER PLAT - MAY NOT FIT IE 8"N-S=335.8i V I �SpNP�� R OW RAII FFN(F w BOLT -MONUMENTS TO W. IE 81=335.9 M PSPN - REMOVE EX CURB w d Call 3 Working Days ' Before You DIG! 0 / LIMITS OF WORK 7-800-424-5555 2825 NE 12TH ST R TON HOUSING AUTTHH ORITY EXISTING PROPERTY LINE 1175 HARRINGTON PL NE RCEL# 722780-2045 / HARRINGTON PLACE COND oN ' PARCEL# 312200-0000 RICHA HOUGHTON SURVEY PROPOSED ROW DEDICATION LINE BK. 23 G. 220 MAY 198 KEN OYLER SURVEY REC. 8005299001 REMOVE EX BK. 28 PG, 298 SEPT. 1980 CONCRETE REC.# 8109099002 v �3 WALKWAY _ ❑ o o.iVVOOD❑FENCE CB RIM= \27 4 34'5.5 / IE 12"SW-NE=345.5 � r SDMH RIM=350.72 00 \ - -- -- -- -- _ - °59'21"W 152.00' PLAT & CAL - - - > - SS _ - - qs\ � IE 6"S 345.5+ Q' - - Ef IE 6"W SMT. 2, BETW - - I C.L.F.cLF\f N88°58'57"W 59.66' �S�s9��„ ygro\ / E 12"SW=345.5++/- 2)4"APL PER PLAT & REC# - - ----- I J = _ _ /y �i� / 6471624 & 6647013 ��`o— 18" K ` F� _ ❑ E 12"NE=345.19 I \ FOUND 1/2" REBAR - al 17"OAKS 4 OA 64s qy / sPwN REMOVE EX 1 y FND/ACCEPTED 1/2" PIPE SSMH RIM=350.69 CAP "DEA 17672" o / (A WITH TACK FOR N-S LINE IE 8"E-W-340.52 0.07' sw of CORNER CONCRETE _ \ ti (R-4) ELEV.=348.9 —aso— WALKWAY i \ _ - 0.37' SOUTH OF CORNER. �S�s9 ❑ - 1 35p (R-3) ELEV.-350.05 10' SEWER ESMT. \ ��\ INLET RIM=350.16 IE 6"NW=349.3 FOUND 3/8" REBAR - I ` _._I PER PLAT & REC# \ s8g ✓ FND. ROUND y J" '� 79` NdRTll' 01@RN R i 6471624 & 6647 13 V�\ (R-3 & R-4) ELEV.=349.4 HEAD BOLT 1 Ch (R-1) INLET PROTECTION REMOVE EX TREE ( ° '� L� 1156 GLENNWOOD A N z i 24" AP' c' N \ 17.83' ,�� o iSss 1 W I \ I s MASON BARMAN REMOVE EX TREES. CONTRACTOR 1 eR�S \ �S ,\ PARCEL# 7227ao-1665 PROPOSED \ TO SALVAGE TREES TRUNKS FOR °RP M _ �� 9�F2 — z J L 13,500 SF BUILDING `PwN REUSE ON SITE. SEE LANDSCAPE w o I --� PLAN FOR ADDITIONAL INFORMATION. SET SM. MAGNAIL W/ FND. PROVIDE a 13,879SF LIMITS ' '' ,�, �`� Cl.l INTERCEPTOR �� I 1 ,,h , i I BRASS WASHER AT Q7 SWALE AS o I �6 S ' , BACK of CURB AT / (R-1 SAWCUT REMOVE NECESSARY / I 1 I �L� 1�0 28" P ' �`� AND REPLACE EX o o / r — 5.57' OFFSET TO CORNER o " / \ SIDEWALK, CURB �T AND ASPHALT CB RIM=350.55 q/N�/ GREATER HILANDS LLC \ 1 \ o/ I s9 ��., — I I CLEARING, GRUBBING AND GRADING "�`FN PARCEL# 722780-178o L — \ / ——y\IE 6"N=349.0 REMOVE EX CURB w I I s A P�� Py I WITHIN TREE PROTECTION FENCING .( \ � AND WITHIN DRIPLINE SHALL BE gRos� cF 18,292 SIF s c - I -g / I ,' / o SUNSET NORTH CONDO SURVEY CONDUCTED IN SUCH A WAY TO \ FND/ACCEPTED 3/4"PIPE 20293'S'F / BK. 147 PG. 64 APRIL 1998 I � � ,� , , / REC.# 9804160689 — — _ _ _ _ _ — — MINIMIZE ROOT IMPACT AND SOIL STAMPED "OYLER LS 5524" REMOVE EX TREE ` P4 y �349 _ _ COMPACTION ' (R-3) ELEV.=348.60 /�Pl i \ REMOVE EX DRIVEWAY ��P PROPOSED — y — J q` (TYP) 5 I) ° BUILDING LIMITS _I N86_24'17"w �� / 17 ­1/' / CONSTRUCTION FENCING PROVIDE SUMP AND PUMP — — — 27.81 PLAT ME s --� ----- / \\ / \ C�h I / (TYP) C lil — — — - TRANSPLANT EX RED OAK 10 AS NECESSARY TO ROUTE TREE (ID #60 IN ARBORIST �y�% \ % �L SEDIMENT LADEN TO I \ I / 1A \ 1 P �h v�N 4 � � REPORT) SEE ARBORIST �e� PROPOSED SEDIMENT TRAP I �F co P o � 30"FIR ; REVISED REPORT DATED NsBo °RPSS�gR°5� / 2/28/17 FOR DETAIL AND REMOVE EX '� 8 I 0 10 20 Scale 1 "=20' trl TREE PROTECTION — BMPS FOR TRANSPLANTING >>o 0 = I I \ FENCING (TYP) THIS TREE. SEE FENCE (TYP) LEGEND SILT FENCE LANDSCAPE FOR NEW C1.1 (TYP) w \ W G°��1°\° 7 LOCATION / \\� \ °RPv� o� — — PROPERTY LINE I - \ 1 P - CONSTRUCTION FENCING y 24"FIR LIMITS OF WORK �3so— EX CONTOUR (INDEX) " 1 \ v TYP ° / .I — EX CONTOUR C1.1 y "A PLE Y 349- - ( ) L.L.I P 1144 HARRINGTON AVE N / SCOTT WEISS — _ �PROPOSEDI,—�,PARCEL# 722780 1660 / I BUILDING/STRUCTURE REMOVAL SAWCUT REMOVE AND I Q 1r5,235 SF �'/ (TYP) REMOVE EX TREE ,�� / BIMIITSNG REPLACE EX ASPHALT I \ SF Al AL REMOVE EX DRIVEWAY I / \ REMOVE EX CONCRETE FND/ACCEPTED 1/2" VIR TYP `3R� REBAR & CAP STAMPED REMOVE EX CURB 7 \ / /' ( ) i "OYLER IS 5524" (R-3) Z / � \ / ELEV.=349.60 _ J a U / i f o, �/' / �� / REMOVE EX °RAVE 9� / / PROTECT EX BIORETENTION + I I / FENCE (TYP) ' PLANTER AND Q I PROPOSED \ / APPURTENANCES I M \� I BUILDING �,�/ 1 REMOVE EX TREE ALP RCEL I I I LIMITS I )59 tO, FT. REMOVE EX I N oRj SN /�ti / I (TYP) r / , I j 10 RPSs,eRo �/ .9 9 AC. ASPHALT YD RIM=346.63 I a I I / _ _ 1104 H RRINGTON AVE N LOCKED LID I I REMOVE EX 6"MAP Y OF RENTON o FENCE (TYP)l\ \/ PA c # 722780-1781 y � TEMPORARY STOCKPILE 38,130 SF ���� / AREA COVER. PROPOSED / 5 / 07,652 SF LOCATION CAN BE MOVED c �/ / PER CONTRACTOR'S REMOVE EX DRIVEWAY REMOVE EX CMU / DISCRETION BLOCK WALL _ / / / REMOVE EX CURB REMOVE EX SIGN o / / \ (TYP) / (TYP) 9 10 TEMPORARY SEDIMENT TRAP \� �J /' I ���° F8\ DBL Y i� v°` /,' 2806 SUNSET BLVD NE C1�� � � `� � ��� ` � - GREATER HILANDs LLC WITH MOVABLE SUMP AND PUMP \ — / EXISTING TREES EX PLAY EQUIPMENT / \ REMOVE EX TREE 722780-1235 MIN BOTTOM AREA 260 SF / I Li /' DEMOLISHED BY OTHERS TO BE REMOVED BY PREP / \ , — ' / ; / KEN OYLER SURVEY 1°°y PRIOR T0� CONSTRUCTION CITY CONTRACTOR TO _ QS , e P / / /� BK. 31 PG. 235 SEPT. 1980 LocKED LID w P �P "' T — — \ COORDINATE oo °" / / / / REc.# 8204219003 (R-1) ELECTRICAL SERVICE DISCONNECTED BY OTHERS �6% / I I ,� \ // �' /� REMOVE EX �' ASPHALT �� -- I I/ lgosN ,' SAVE AND PROTECT / SAWCUT REMOVE AND I.: cRP55 ' EX CHAINLINK ' Pe EP REPLACE EX ASPHALT �._; �s \ CRY / / FENCE TO REMAIN � oHes' / ° REMOVE EX WOOD I=---e+- N - �'--=------------ - -- w°°o C PLAY AREA -------------------------- / / HIP VACATED R-O-W ORD.2553 , .i nii .mr i r J. A� ADDENDUM #3 4 28 17 �� of wasp 4 ADDENDUM 4A 5 5 17 SURVEYED: SCALE: I� VERTICAL: NAVD 83/1 ' CITY OF 1932 First Ave Q' �� V ,,� 'P » e HORIZONTAL: NAD 1988991 Suite 201 �� sa' A 2 PERMIT REVISIONS 5 5 17 DESIGNED: 1 =20 Seattle, WA 98101 CONFORMED SET 5 19 17 RENTON p. 206.725.1211 4 PERMIT REVISIONS 6 29 17 DRAWN: SWP ONE INCH DATUM f. 206.973.5344 FINAL PERMIT SET 7 13 17 CHECKED: AT FULL SCALE engineering Ile www•Ipdengineering.com �sSp AL IF NOT ONE INCH Planning/Building/Public Works Dept. gg p 93 12NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY CONCRETE REMOVAL ��,� � SAWCUT LINE ASPHALT REMOVAL 0 \ EX TREE TO REMAIN xEX TREE TO BE REMOVED TREE PROTECTION . . EX UTILITY TO BE REMOVED LIMITS OF WORK CONSTRUCTION FENCING l PROPOSED BUILDING OUTLINE L STABILIZED CONSTRUCTION ENTRANCE SILT FENCE BA TEMP FORCE MAIN G INLET PROTECTION CURB REMOVAL n \1 Q J V, R-394402 Z W IN COMPLIANCE WITH CITY OF RENTON STANDARDS H DEVELOPMENT ENGINEERING CURRENT PLANNING Ann Fowler 07/13/2017 '� mherrera 07/14/2017 EL Q SURFACE WATER UTILITY rstraka 07/14/2017 00 or DAM: SUNSET COURT APARTMENTS 5/5/2017 U 1144-1158 HARRINGTON AVE NE FIELDBOOK: RENTON, WA 98056 PAGE: W DRAWING NO: TESC AND SITE DEMOLITON SHEET: 2 OF:1 Q