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HomeMy WebLinkAboutzR-3845Setrr W Q J A PORTION OF NE 1/ 4 OF THE NE 1/4 OF SECTION 16, TWP. 23N., RGE 5E., W.M., CITY OF RENTON, NG COUNTY, W A IS H I N G T 10 N BASIS OF VERTICAL DATUM_ NAVD88 CIN OF RENTON BENCH MARK N0. 478 =BRONZE PIN IN CONCRETE IN MONUMENT IN CASE AT THE INTERSECTION OF SE 2ND PL AND UNION AVE S ELEVATION = 391.016 SET TEMPORARY BENCH MARK ON SITE, ESM #105 = PK AND WASHER AT THE WEST END OF THE CUL—DE—SAC OF NE 3RD CT. ELEVATION = 400.58 BASIS OF BEARING BASIS OF BEARINGS IS WASHINGTON STATE PLANE COORDINATE SYSTEM, DEPICTED ON THIS MAP ASN 89'06'06" W BETWEEN FOUND MONUMENTS ALONG NE 4TH AVENUE. ENGINEERING, LLC LAND DEVELOPMENT & GEOTECHNICAL SERVICES 105 Harvard Ave E, Suite #106, Seattle WA 98102 phone 206.412.6660 email LIDEN GINEERINGLLCOgm oil. corn NE 4TH AVE C K 0 Q , .. r U , / iAi E ' / PER COR REVIEW DATED 5/14/15 PER COR REVIEW DATED 3/27/15 REVISION TABLE OF CONTENTS COVER SHEET C 1 EROSION & SEDIMENTATION CONTROL PLAN C2 GRADING,STORM & FRONTAGE IMP PLAN C3 WATER AND SEWER PLAN AND PROFILE C4 TES C AND STORM NOTES/DETAILS CS STORM DETAILS C6 STREET AND FRONTAGE IMP NOTES/DETAILS C7 STREET AND FRONTAGE IMP DETAILS CB WATER AND SEWER NOTES/DETAILS C9 WATER NOTES/DETAILS C 1 O SURVEY TOPO S1 LANDSCAPE DESIGN L1 .0 LANDSCAPE DESIGN L2.0 PROJECT DATA PROJECT NAME: Maplewood Park Community Center ZONING: CA Commercial Arterial, Urban Design District D SEISMIC ZONE: Zone #3 MAX BUILDING HEIGHT: 50 ft PROPOSED BUILDING HEIGHT: 24'-3" to ridge SETBACKS: none, due to neighboring zone not residential PROPOSED SETBACKS: 12' to North, 14' to East SITE AREA: 558,788sf EXISTING BUILDING AREA: 95,184sf (17% coverage) MAX BUILDING SIZE: 65,000sf per building PROPOSED BUILDING SIZE: 3,097sf gross TOTAL BUILDING AREA: 98,281 sf (17.6% coverage) OCCUPANCY: OFFICE 1764 @ 100sf/occ = 18 TYPE B FITNESS CENTER 1185 @ 50sf/occ = 24 TYPE B (Assembly of less than 40 people) IBC CONSTRUCTION TYPE: TYPE V.B Distance to other buildings: OWNER: MAPLEWOOD LLC 2003 WESTERN AVE., SUITE 445 SEATTLE, WA 98121 p 206.260.1509 APPLICANT/CONTRACTOR: REFINO SERVICES, LLC 2003 WESTERN AVE., SUITE 445 SEATTLE, WA 98121 p 206.260.1509 WA Contractor License #: REFINSL901 C6 CIVIL ENGINEER: LD ENGINEERING, LLC 105 HARVARD AVE E, #106 SEATTLE, WA 98102 p 206.412.6660 SURVEYOR: ESM CONSULTING ENGINEERS LLC 33400 8TH AVE S, STE 205 FEDERAL WAY, WA 98003 p 253.838.6113 '',P0� PROPERTY LINE --- — - — - — - — R.O.W. CENTERLINE ----------- RIM 6 100 GRADING CONTOUR 90.00 CD t--'' C Uj SPOT ELEVATION R- GRADE BREAK f �r 5 r i WATER MAIN S SEWER MAIN/SIDE SEWER D STORM OR ROOF DRAIN FD— FOOTING DRAIN s h s f 's :�� FIRE HYDRANT �JylL 5 j WATER METER T // �. SEWER MANHOLE SEWER CLEANOUT ,,�/0r/y, /i%i//off, STORM AREA DRAIN 1v STORM CLEANOUT p STORM MANHOLE ----------- / ASPHALT PAVEMENT y . , SURVEYED: ESM, LLC DESIGNED: LCD LCD 5/20/15 5 20 15 DRAWN: LCD LCD 3/30/15 3/30/15 CHECKED:L D BY DATE APPR APPROVED: LCD GRAPHIC SCALE 40 80 701 r:1- n1C A 4- L, 04 - VICINITY PLAN � SCALE: N.T.S. DESIGNER: STEPHENSON DESIGN COLLECTIVE 1725 WESTLAKE AVE. N., SUITE 201 SEATTLE, WA 98109 p 206.632.7703 f 206.285.1444 STRUCTURAL ENGINEER: TECHINSTRUCT, LLC 6830 NE BOTHELL WAY, SUITE C KENMORE, WA 98028 p 206.553.9076 MECHANICAL: JASON CARTER INNOVATIVE COMFORT SYSTEMS, INC. 13905 ASH WAY LYNNWOOD, WA 98037 p 425.268.0863 LANDSCAPE: DEVIN GALOB ROOT OF DESIGN 7104 265TH ST NW # 218 STANWOOD, WA 98292 p 206.491.9545 '4 ; s 5 r N s PROPOSED LEGEND /ED MONIJMIENT (A", f s�U iA Y „syr05rBENCH -arr7rK Ss ' • CONCRETE ROCKERY l i s Lw'b, ¢'o,c L ,:t�,��''_,� Y BRASS CAP r LANDSCAPING 4 s y S i; r s 's IN s i r'^C/ aI/ 65 R 9 P �$'s,• s POLE. i s s ' POLE 4 5 n D q' H O ` y r S ........ ...... R 384501 11 POV0F,..R VAUL1 T's_, s6�.R s LEGAL DESCRIPTION PARCEL A: ;, 3.,.,, A., .,,., . , „ ;LOT 1 POITRAS PLAT ACCORDING TO THE PLAT ay¢4 e,ii ", .INA(,,s��6 , BASIN = THEREOF RECORDED IN VOLUME 126 OF PLATS 4 esiyl .7 ,, 6 284d„ 3 CATa", a�. g i PAGE(S) 51 AND 52, RECORDS OF KING COUNTY, YARD DRAiN WASHINGTON. PARCEL B: Y' £( yy �•" L "' Y g� p't i,d 0"'. i C"' f "� � y3��. ,hi°5,�fi�'+i Z"`t �.n e�, P'.i'd s�41,3:.i, i r.,,_.y..�,• ,;� ,_„�x.,r, = THE WEST 220 FEET OF THE SOUTH 165 FEET OF :::,u =,:,5_:4�,,,�..�� �!._��_, EAST 660 FEET OF THE NORTH 660 FEET OF THE ) 1,83O ...ARD OR PIOST = THE NORTHEAST QUARTER OF THE NORTHEAST ......... ,1,,,. I r,,% QUARTER OF SECTION 16, TOWNSHIP 23 NORTH, 4 RANGE 5 EAST, WM, IN KING COUNTY s r"2 y r r 4 =„I, R = WASHINGTON; ssy�> =r;�V1 As6, = EXCEPT THE SOUTH 30 FEET THEREOF CONVEYED TO THE CITY OF RENTON BY DEED RECORDED VAs,:f=: s UNDER RECORDING NO. 7810061019. 4 .., FIRE"r1DR t'JT PARCEL C: A 1 5 Esq, ;._; ,y 4Ip.`^y; THE WEST HALF OF THE NORTH HALF OF THE f " = SOUTH HALF OF THE NORTHEAST QUARTER OF F, POLE s THE NORTHEAST QUARTER OF SECTION 16 'MOF 11E„`„- S T 0P TOWNSHIP 23 NORTH, RANGE 5 EAST, WM, IN 4 s KING COUNTY WASHINGTON; �y HANDICAP PARKING = EXCEPT THE WEST 225 FEET OF THE NORTH 125 / FEET THEREOF. ?: `7,yy,,,,y, S CARPORTSs CHECK FOR COMPLIANCE TO CITY STANDARDS ROCKERYi 53iP 3..ED 9U'4. P `,MIRE FENC'E Jet 160rs s p. i, 4,s {.f�R �,gE .EY�d�-,7;:h $ ..,.,.,,,.x,,,,, .e, 8U R>Q,, D `4$�e lL... �'��'., f��°s i`. �'.. $T, a�b,�. � •IY�/\/7I ' C � ��, slit 15F .,,,,,,.,,,,,,..,,,_,,.,..,,.,<,,,,,,,,,,,,,,,,,s,,,,.,,,.....,. .y.,,,,,,,,,. � 446 Y y fg i � � A i"f N� � � � y • IN FEET)VAqVu' 1 inch = 40 ft. LE: VERTICAL: NAVD 1988 COVER SHEET 1 =40' HORIZONTAL. NAD 198&1991 OR CITY 0MAPLEWOOD PARK CLUBHOUSE RENTON NE 4TH T RENTON WA 3815 S , ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. RENTON, WASHINGTON IF NOT ONE INCH SCALE ACCORDINGLY MAPLEWOOD PARK LLC C D : R-384501 DATE: 9/10/14 FIELDBOOK: PAGE: DRAWING NO: C1 SHEET: OF: 1 10 �I IIINN I Ii ��� Ij �° PROPERTY LINE --- — - — - — - — R.O.W. CENTERLINE ----------- EASEMENT 100 GRADING CONTOUR 90.00 CD t--'' C Uj SPOT ELEVATION R- GRADE BREAK W WATER MAIN S SEWER MAIN/SIDE SEWER D STORM OR ROOF DRAIN FD— FOOTING DRAIN DRY SLAB DRAIN Ak FIRE HYDRANT D' WATER METER GATE VALVE SEWER MANHOLE SEWER CLEANOUT STORM CB, TYPE 1 STORM AREA DRAIN STORM CLEANOUT STORM MANHOLE ----------- LOT LINE ASPHALT PAVEMENT /ED MONIJMIENT (A", f s�U iA Y „syr05rBENCH -arr7rK Ss ' • CONCRETE ROCKERY l i s Lw'b, ¢'o,c L ,:t�,��''_,� Y BRASS CAP r LANDSCAPING 4 s y S i; r s 's IN s i r'^C/ aI/ 65 R 9 P �$'s,• s POLE. i s s ' POLE 4 5 n D q' H O ` y r S ........ ...... R 384501 11 POV0F,..R VAUL1 T's_, s6�.R s LEGAL DESCRIPTION PARCEL A: ;, 3.,.,, A., .,,., . , „ ;LOT 1 POITRAS PLAT ACCORDING TO THE PLAT ay¢4 e,ii ", .INA(,,s��6 , BASIN = THEREOF RECORDED IN VOLUME 126 OF PLATS 4 esiyl .7 ,, 6 284d„ 3 CATa", a�. g i PAGE(S) 51 AND 52, RECORDS OF KING COUNTY, YARD DRAiN WASHINGTON. PARCEL B: Y' £( yy �•" L "' Y g� p't i,d 0"'. i C"' f "� � y3��. ,hi°5,�fi�'+i Z"`t �.n e�, P'.i'd s�41,3:.i, i r.,,_.y..�,• ,;� ,_„�x.,r, = THE WEST 220 FEET OF THE SOUTH 165 FEET OF :::,u =,:,5_:4�,,,�..�� �!._��_, EAST 660 FEET OF THE NORTH 660 FEET OF THE ) 1,83O ...ARD OR PIOST = THE NORTHEAST QUARTER OF THE NORTHEAST ......... ,1,,,. I r,,% QUARTER OF SECTION 16, TOWNSHIP 23 NORTH, 4 RANGE 5 EAST, WM, IN KING COUNTY s r"2 y r r 4 =„I, R = WASHINGTON; ssy�> =r;�V1 As6, = EXCEPT THE SOUTH 30 FEET THEREOF CONVEYED TO THE CITY OF RENTON BY DEED RECORDED VAs,:f=: s UNDER RECORDING NO. 7810061019. 4 .., FIRE"r1DR t'JT PARCEL C: A 1 5 Esq, ;._; ,y 4Ip.`^y; THE WEST HALF OF THE NORTH HALF OF THE f " = SOUTH HALF OF THE NORTHEAST QUARTER OF F, POLE s THE NORTHEAST QUARTER OF SECTION 16 'MOF 11E„`„- S T 0P TOWNSHIP 23 NORTH, RANGE 5 EAST, WM, IN 4 s KING COUNTY WASHINGTON; �y HANDICAP PARKING = EXCEPT THE WEST 225 FEET OF THE NORTH 125 / FEET THEREOF. ?: `7,yy,,,,y, S CARPORTSs CHECK FOR COMPLIANCE TO CITY STANDARDS ROCKERYi 53iP 3..ED 9U'4. P `,MIRE FENC'E Jet 160rs s p. i, 4,s {.f�R �,gE .EY�d�-,7;:h $ ..,.,.,,,.x,,,,, .e, 8U R>Q,, D `4$�e lL... �'��'., f��°s i`. �'.. $T, a�b,�. � •IY�/\/7I ' C � ��, slit 15F .,,,,,,.,,,,,,..,,,_,,.,..,,.,<,,,,,,,,,,,,,,,,,s,,,,.,,,.....,. .y.,,,,,,,,,. � 446 Y y fg i � � A i"f N� � � � y • IN FEET)VAqVu' 1 inch = 40 ft. LE: VERTICAL: NAVD 1988 COVER SHEET 1 =40' HORIZONTAL. NAD 198&1991 OR CITY 0MAPLEWOOD PARK CLUBHOUSE RENTON NE 4TH T RENTON WA 3815 S , ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. RENTON, WASHINGTON IF NOT ONE INCH SCALE ACCORDINGLY MAPLEWOOD PARK LLC C D : R-384501 DATE: 9/10/14 FIELDBOOK: PAGE: DRAWING NO: C1 SHEET: OF: 1 10 �I IIINN I Ii ��� Ij �° -Zn l w Q 00 I~w' O v 1 u C rn -0 .� CD t--'' C Uj f � 17 00 V' hh vl M M D' T l w Q 00 I~w' O v 1 u V 1 CZ) CD t--'' C Uj O 00 hh T m 0 D o m� C7 M En 0 Cr.w N D GENERAL NOTES: 1. CONTRACTOR SHALL INSTALL EROSION PROTECTION AT ALL CATCH BASINS WITHIN THE WORK AREA FOR THE NEW ROAD IMPROVEMENTS. 2. ALL MATERIALS NECESSARY TO COMPLETE THE ROAD IMPROVEMENTS TO BE STORED ONSITE AND NOT ON THE ROAD RIGHT—OF—WAY. 3. ROADWAYS SHALL BE SWEPT Ar NECESSARY. NO SEDIMENT SHALL BE TRACKED INTO THE STREET OR ONTO PAVED SURFACES. SEDIMENT SHALL BE REMOVED FROM TRUCKS AND EQUIPMENT PRIOR TO LEAVING THE SITE. IN THE EVENT OF FAILURE OF EROSION CONTROL SYSTEM RESULTING IN SEDIMENT BEING TRACKED ONTO PAVED SURFACES, THE CONTRACTOR SHALL IMMEDIATELY IMPLEMENT MEASURES TO CORRECT THE SITUATION, AND STREET SWEEPING SHALL BE EMPLOYED ON AN EMERGENCY BASIS. IF STREET SWEEPING VEHICLES ARE UTILIZED, THEY SHALL BE OF THE TYPE THAT ACTUALLY REMOVES SEDIMENT FROM THE PAVEMENT. 5 / s - 5 7 , s W Ott Ut I All. JI'I I V col` 5 WES i i Z Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) W9- A PORTION OF NE 1/4 OF THE NE 1/4 OF SECTION 16, TWP. 23N., RGE 5E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTION MAINTENANCE STANDARDS ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON—SITE OR HAULED OFF—SITE. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE—THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. REGULAR MAINTENANCE IS CRITICAL FOR BOTH FORMS OF CATCH BASIN PROTECTION. UNLIKE MANY FORMS OF PROTECTIONS THAT FAIL GRADUALLY, CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY. REFER TO SHT C5 FOR STANDARD EROSION CONTROL NOTES AND CONSTRUCTION SEQUENCE "s„ s ,,,,,,,, ,/ i >, < e ' ca 4 ' s t ss ', , t ` ENGINEERING, LLC LAND DEVELOPMENT & GEOTECHNICAL SERVICES 105 Harvard Ave E, Suite #106, Seattle WA 98102 phone 206.412.6660 email LDENGINEERINGLLCOgmail.com / o�P of WAS�y� Chin 41 37862 SS�0NAL 5/20/15 2 PER COR REVIEW DATED 5/14/15 1 PER COR REVIEW DATED 3/27/15 NO. REVISION SURVEYED: ESM, LLC DESIGNED: LCD LCD 5/20/15. 5 20 15 DRAWN:LCD LCD 3/30/15 3/30/15 CHECKED: LCD BY DATE APPR APPROVED: LCD SCALE: EROSION CONTROL LEGEND X X X— SILT FENCE •____• CLEARING LIMITS ROCK CONSTRUCTION ENTRY O CATCH BASIN INSERT 1119=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 384502 CHECK FOR COMPLIANCE TO CITY STANDARDS P/W45- GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. DATE: VERTICAL: NAVD 19M HORIZONTAL: NAD 1983/1991 CITY OF EROSION CONTROL PLAN 9/10/14 MAPLEWOOD PARK CLUBHOUSE PIEGEBOOK: 4R RENTON 3815 NE 4TH ST, RENTON, WA DRAWING NO: DATUM Planning/Building/Public Works Dept. RENTON, WASHINGTON CZ MAPLEWOOD PARK LLC SHEET: OAF: 10 C_ Dr{-38'�So2 I I I z V —/ I'= M 1119=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 384502 CHECK FOR COMPLIANCE TO CITY STANDARDS P/W45- GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. DATE: VERTICAL: NAVD 19M HORIZONTAL: NAD 1983/1991 CITY OF EROSION CONTROL PLAN 9/10/14 MAPLEWOOD PARK CLUBHOUSE PIEGEBOOK: 4R RENTON 3815 NE 4TH ST, RENTON, WA DRAWING NO: DATUM Planning/Building/Public Works Dept. 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"I 11- 11-1-1111 11-1,11.1- 11 11 11 "I'll 11 -_1 1-1 I—, 11/1- 1, I ��L -_ __1 I I - __­­ -_______1--- I I I � ,� I :� � I- I �, I ; � i //11 � � I � ", , " ", ,, , , I 8 I I ­ I I I � , , , "I " I , I � I I N . - Call 2 Working Days Before You Dig 811 Utilities Underground Location Center I (ID,MT,ND,0R,WA) I LD ENGINEERING, LLC LAND DEVELOPMENT OTECHNICAL SERVICES 105 Harvard Ave E, Suite #106, Seattle WA 98102 phone 206.412.6660 email LDENGINEERINGLLCOgmaii.com -- R. / V-� , ,q� , , , ,q , F ' ,�'- of WAS/y,, C1 0 / ;�\ 0 q �'T (n 2 "Imv te6l 37W2 1 % IG b/ 0 L 5/20/15 NO. - PER COR REVIEW DATED 5/14/15 PER COR REVIEW DATED 3/27/15 REVISION SURVEYED: I ESM, LLC DESIGNED: LCD LCD 5/20/15 5/20/15 DRAWN: LCD - LCD 3/30/15 3/30/15 CHECKED: I . - LCD BY DATE APPR APPROVED: LCD 20 $TORN DRAIN LEGEND 0 CLEANOUT, SEE DETAIL ON SHT C6 TOP=415.0+ IE=413.50 0 TYPE 1 CB, SOLID LID W/ SUMP, SEE DETAIL ON SHT C6 TOP=411.7±, IE(IN FOOTING, OUT)=407.50, IE(IN ROOF)=409.00 OINFILTRATION TRENCH, SEE DETAIL ON SHT C6 (TYP OF 3) BOTTOM EL=406.50 0 CLEANOUT, SEE DETAIL ON SHT C6 TOP=410.7± IE=407.50 (�)TYPE 1 CB, SOLID LID, SEE DETAIL ON SHT C6 TOP=409.8±, IE(IN)-407.50,IE(OUT)=408.00) G) 25.5LF, 6 -DI 0 5.56% OVERFLOW TO EX C8 0 CONNECT 6"DI TO EX CB, IE(IN)=406.58 (MATCH CROWNS) EX RIM=408.50, EX 10"CMP IE(OUT)=406.25 (�)CLEANOUT, SEE DETAIL ON SHT C6 (TYP) TOP=411.5± IE=409.00 (�)CLEANOUT, SEE DETAIL ON SHT C6 TOP=412.0± IE=408.46 0 TYPE 1 CB, SOLID LID W/ SUMP, SEE DETAIL ON SHT C6 TOP=411.5±, IE(IN)=408.23 IE(OUT)=407.50 GCLEANOUT, SEE DETAIL ON SHT C6 TOP=411.5± IE=409.00 @6- NDS ROUND GRATE W -D BASIN OR EQUAL, SEE DETAIL ON SHT 6 (TYP) TOP=411.5±, IE(IN)=408.93, IE(OUT)=407.50 @CLEANOUT, SEE DETAIL ON SHT C6 TOP=411.5± IE=409.50 8 CLEANOUT, SEE DETAIL ON SHT C6 TOP=411.5± IE=408.54 a6- NDS ROUND GRATE W -D BASIN OR EQUAL, SEE DETAIL TOP=410.30, IE(IN)=407.78, IE(OUT)=407.50 8 INFILTRATION TRENCH, SEE DETAIL ON SHT C6 (TYP OF 2) BOTTOM EL=406.50 @CLEANOUT, SEE DETAIL ON SHT C6 TOP=412.5± IE=407.50 8 CLEANOUT, SEE DETAIL ON SHT C6 TOP=410.0± IE=407.50 8 CLEANOUT, SEE DETAIL ON SHT C6 TOP=415.0± IE=413.50 0 6" NDS ROUND GRATE N -D BASIN OR EQUAL, SEE DETAIL TOP=413.9±, IE(IN)=407.91, IE(OUT)=407.50 @ FOOTING DRAIN (TYP), SEE DETAIL SHT C6 @ ICROSSINGSH EX POWER _.,A` I 11 I I I I e I I I I I � I GRAPHIC SCALE I I I I I I 1 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. SCALE: VERTICAL: NAVD 1988 1 if =20' HORIZONTAL: NAD 1983/1991 A CITY OF 4�� � RENTON I ONE INCH DATUM I AT FULL SCALE I Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 80 GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 I IR -01 0 le . �'R > .1 �z M M 1 Z ,4 ,:,I � = * z I F. �z " W i 0 .,�, C. M ir 9 r -1 U 5 KI M . - z M � z M M Cn 9 - DETAIL I ENLARGED PLAN VIEW AT THE LOCATION OF DOWNSTREAM ENDS F THE INFILTRATION TRENCHES ) SCALE: 1"=10' : CHECK FOR COMPLIANCE TO CITY STANDARDS . -11 11 - Of Cn - - > n R/A/t/5 n � - - - 0 0 U a -MM M M CD I P* 10 00 M C:: > A Q ') : M M C5 * : rn co Cn : : 1-< - 7 : GRADING, STORM & FRONTAGE IMP PLAN MAPLEWOOD PARK CLUBHOUSE 3815 NE 4TH ST, RENTON, WA RENTON, WASHINGTON MAPLEWOOD PARK LLC DATE: 9/10/14 FIELDBOOK: PAGE: DRAWING NO: C3 SHEET: OF: 3 10 I - 1,� I ! � e f � I � � C D; A 3%45 01 ( IL; 3 � � I N'N'!,`\!'4)1,4' ! � I - - � - rr W Q J A PORTION OF NE 1/ 4 OF THE NE 1/4 OF SECTION 16, TWP. 23N., RGE 5F., W.M., CITY OF RENTON, KING COUNTY, WASHINGTION 420 lm� 4 > .I'Dm I 420 42 l L >_ w— C Nr rt 1 M OC) 1�-- Z J Iw rri Ly W . Z t TM 475— ME11 UJ 10 w . NO SURVEY T PO _ REPRESENTED BY 415 4 1 T_ (MATCH EX _GRAD ( S LONGER DASHES), CONTRACTOR TO PAVEMENT OVERLAY OF 4TH PL STI w VERIFY GRADE PRIOR TO CONSTRUCTION OF EX SEWER MH CONNECTION EX GRADE POPOSED EX W Ss,,, VK�„ 41. , -- 4 113— 36" COVER MIN. ~ e 4 a 4 10 41 t i s Q Lqt ,://---EX � �3`4'f ,s s 5 .a 40LF-10:DI WATER MAIN _ t t 50_6" ® 2.01.1 EX MH 0 -IN DIA.) 13 6LF--•-10"DI WATER MAIN #1 405 SS CO l —lN DIA. rn, 411:2 - 405 40 400 TOP 413.23 6„ iE 404.37 (W) 400 40 6- IE 405.38 (E) EX IE 404.37 (E) 5 NE SRC CT SANITARY SEWER SCALE: 1"=21 1 H 1"=5' V STA 0+00 WATER MAIN = STA 1+38.93'o 46.15' R NE 3RD PL CONSTRUCTION C.L. ALH3NA4ENT - WATER MAIN 39 SCALE: 1 "=20 1 201 H, 1 "= 51 V 0+00 0+40 O+SO C Sol cwf) STA=1+38.58', 69.55' L FROM CON T C.L. OF NE 3RD PIL 1-2" NEW DOMESTIC WATER METR.... ':U..CD ...P R.E S•SU..R E........ . BACKFLOW ASSEMBLY IN "HOT—BOX" ENCLOSURE tN moi'••..» -ff y 5 Al I. til/,,,,,.,,,.,,,,,, j6 ,,,,.���:,,,ijii�,,,,,. .,,y y,.,,, $ s ........ � y 5 t ;: `..... ...i i f ... '1 14 .....•..........u. 5 .,,, , .,,. /., .� 4 s i s v G 77 / "„ / / ..,,.,.y .,, /r s ay A , rflml, s A DISTANCE OF 176.15' WITH BEARING S189`06 34.90"E FROM 4'X4' CONC WITH 2" BRASS DISK WITH y.,,...,...�...,...;wr..._,,c0/ MONUMENT IN CASE DOWN 0.5 LOCATED IN NE 3RD AVL = 1+00 STA CONSTRUCTION C.L. Nt ,ARD I! MP i / 5/ ../ i / ML—_ STA=1 +39.37', 7.30' R FROM CONST C.L. OF NE 3RD PL%s REMOVE EXISTING TEE AND VALVE AND REPLACE WITHis ' ., s r SV( J, ,T EN AIN / /,::// ..........I XI,.T�NG WATER ,,,,MAIN-„..TO,.,�E,,,,,.R.,EMOVE[. AFTER NEW MAINNm y.. s i s d IS OPERATIONAL f L / t / ........i...r,iiiiii... /..�.....ii.............i. .ii j � .....,..,,ii...iiiii... ,. .,. ..i i.. `�,,, z K WATER; MAIN COTES ,1 1. OT HOLE ANS AS—QUILT EXISTING WATER MAINg,,I'`RIO, TO ANY CON STR I CTI ON (`EYP 3' PrLAOE"5 . 2. NEW MAIN SHALL BE INSTALLED/OPERATIONAL/ BEFORE ABANDONMENT OF OLD LINE SECTION. N '� �A/ / � y a a f: r ' .. .< �: c o w��////.Oa/ ...... ,,q...00, gra ..... Y 4 N,A fittings: — (1) 1 93' 46.15' R S)"11—,�..�...f......... FE.y,.,1,L........CUT—IN (BY CI Y ,FOR CE ..,,..,.PL- yvam,,.,,,..,,.. 1THRO T 4LOCK y5t 3 —10 GATE VALVE,' (FE,,x MPJ); 2 — 1 DI SLEEVE AND 10 LSF 101 DI 8P OCL .,,,.....,, ..................,.,.., 1— 10 VE R TI C L CROSS F01:,,:::1'-11 iv :. ;,, " S ? WATER CONNECTION DETAIL SHT C10 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 'I 1+20 1+60 2+00 V lm� 4 > .I'Dm I VoO ~O l L >_ w— C Nr rt 1 M OC) 1�-- Z J Iw rri Ly t TM ME11 UJ 10 S �V.Q t.l: PAVEMENT OVERLAY OF 4TH PL STI EET MATCH EX GRADE) WEST OF EX SEWER MH CONNECTION EX GRADE POPOSED EX W Ss,,, VK�„ 41. , H t i s Lqt 5 t t 50_6" ® 2.01.1 EX MH 0 -IN DIA.) #1 SS CO l —lN DIA. rn, 411:2 - TOP 413.23 6„ iE 404.37 (W) 6- IE 405.38 (E) EX IE 404.37 (E) 5 NE SRC CT SANITARY SEWER SCALE: 1"=21 1 H 1"=5' V 2+00 2+40 2+SO 3+20 3+60 415 395 4 + 00 ENGINEERING, LLC LAND DEVELOPMENT & GEOTECHNICAL SERVICES 105 Harvard Ave E, Suite #106, Seattle WA 98102 phone 206.412.6660 email LDENGINEERINGLLCOgmail.com �P of WAsy� N 37862 5/20/15 `/ 0NAL 3 PER COR REVIEW DATED 5/14/15 2 PER COR REVIEW DATED 3 27 15 1 A REVISED PER COS, ABDOUL GAFOUR 8/25/15 COMMENTS/REDLINES NO. REVISION SURVEYED: ESM, LLC DESIGNED: LCD 5/20/15 5/20/15— LCD LCD DRAWN: 3 30 15 3 30 15 LCD CHECKED: LCD BY DATE APPR APPROVED: LCD SCALE: 1 ”-20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OE RENTON mfff� Planning/Building/Public Works Dept. J-✓V�✓V 1 I WATER & SEWER PLAN & PROFILE MAPLEWOOD PARK CLUBHOUSE 3815 NE 4TH ST, RENTON, WA RENTON, WASHINGTON MAPLEWOOD PARK LLC CD, W-3@1501 Cb: S-N45oi C4: R38g504 DATE: 1/22/15 FIELDBOOK: PAGE: DRAWING NO: C4 SHEET: OF: 4 10 (Li� I II II II II I/I r ----� c � ri�i > • lm� 4 > .I'Dm I VoO ~O 1 L Q C Nr rt 1 M OC) O rri Ly TM ME11 UJ D 00O `-' 0 �/ �zd 1 1 op �� �� N N O'0 O(0 lm� 4 > tTjV ll� VoO ~O 1 Q O Nr rt 1 M OC) O \_J D' 'n Q M Q° C M Cf] F_ w 0 LO rr W A PORTION OF NE 1/4 OF THE NE 1/4 OF SECTION 16, TWP. 23N., RGE SE., W.M., CITY OF RENTON, KING COUNTY, WASHINGTION [x.8.2 STANDARD (` L OT s J �A� Utility Specifications I hes4andard,1­11'SC' EI1it k « lliwo. ") Included T.1 .Il . _l.11ti, Al the <') iL"ttts notes j i DRAINAGE GRATE TRIM C. _. _ _.._...._. " '" .. "sercdil It"13'4' a3)1tto tile ')tflta$ttritiif4f 2kS€11, 1 t`rjrtt : . Far all erosion/sedimentation control where the dead storage depth exceeds 6GRATA FRAM't,$,li ., tlitt, lr�lill 1ts s1tt)tcl lfrllilttt 1 _,5.."mttallllt, tir DRIVEWAYS SHRt.t IAF. PtaVEt;; 1'O THE E_f7C;E inches, a fence is required with a minimum height of three (3) feet, 3:1 side slopes. OF R -0 -`sit PRION? TO INSTALLATION OF THE L pS x I 3t. rIl t%,_tt.l_ d_S(_., plan Lt_,,e ilot iji,ti ltileApf CONSTRUCTION ENTRANCE TO AVOID SEDIMENT - t.. ,.* y b t;3.._ s s): ''...��... ^., h ' 't.) --.t. tz € roads, t-..- "-:. '". '.'.t.) DAMAGING OF THE ROADWAY > i l,�l T RNta DEBRIS 9, A temporary ravel construction entrance 24 feet x 50 feet x 8 Inches of 4 to 6 inch p trx��lwilt wad x � w�T .�qti,�", � �#� gn (L. ". l .tt� � � ��.� to � # j�a� , I/es T� � - T OVERFLOWBYPASS p ` 7 g r ,..' IT IS riCr�MMNr�eDTFvtTTt�E ��;` quarry spall e oca e all points o ve icu ar ingress and egress o e I' txlLltsrl Lrcxliti,, Etta#.tti'„� ENTRANCE BE CROWNED SQ T}-tAT S Shall b l t d at f h I t th R - 25' PAIN. :.-.: construction site, RUNOFF DRAINSOI F HF.PAT� � ^ r I..h� Illi llc tll�rltallit�Il t,t tlli� w 1„ �_ eats li,,l the � �ni's,�r`at4'�if:�Il, irla, Elt3a�Alfs ; ,, j" "�)�414 k jYl�'Iil_ and £tE1..00a INLET r,RR"rI OFv:rE Il)u,,lailftl,�. t. tlt� zt # ..., lilt ilitit .: l 1.l1.9r1: ill)t` c#, #ll. .. ll.c alili'I. 4st,...,fi#_ . l .i1 �Z �.. �. ...... .......... .............r tall trllt'11c►11 I- -111 r) `t tl_ _ FILTERE D WATER rI g #i v l" i f9. # fid, n t ',III 11', t, earl k' 11a ed t � tiirl"; � 141, r '.. ; ll�' i)€atfiltiilrle, 1)t tIl} tHtE rtr`:lilt� litllllt, 4 t.)' t;l'€" ) t q,i r }•{,. �. ,` # I1 i11�. If rt tl3iirt c# l)rit}1 to, w�. t1.;tt trt;tI -IIil ��� ' � � f�t�l)f4I1tll�s. 1), l,�lliJu the onstructit.lrl pt;, iixt ill t disturbance l t eartlg t,swlt1_� �cnilrc1Itiitt-Ig imltar1ta11dUtility Specifications L>il, INSTALL DRIVEWAY CULVERT IF THERE � r `,• � .r _,j t4.")rlite duraltiI'm`4.;finstrF.,ri;;tlEFrl. IS A ROADSIDE DITCH PRESENT, A5 * ; , t , , ,, 1 ,, Surface Water Drainage Notes and Specifications 4. `�tabili/ed t:tattRtrflt ,it�13 �lltr=311L�� �t1rlll #�� Installed at tx1L int riti9tli) t:11 trill iltlt ttt)it st�Itt lllklilitalillc €;l 1aa�I NPI;' CITY Rf�RLt STANDARDS _f ,}�� f' 7Y E:�1 " E flj:]1ittSi Et the �wo t�'ct, ' dt,�lt,ttlifal t=6�';1 :iif l:l ) if , `tel 'it it% Si' ft�� .f`". 1. ` "% Cft i:s1 `:�'�iiti: i t . 4" "Cat.)ARRYSPAL.L:S r 3a1t1�_ illa� t?t rt flirt d t ensure thart :ill 1,11 ed arch's it kept cl an and thick out t{:l r,xad rl,, ht. �)i sw a THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. # i t cit.:��� Ilt)t ta�s:ttl tc:)f Ili€' III.tI"alt.)oII >�f11"1c' l)1}3tc't;i. GEOTEXTTLE , r SEf, jN V EW 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- .. 'I tic l.St ialc:illtlt;-, on 11l1:> pi;Ttt r"tiit"t %iC I.'itTM"trtlti€:tj ItFwt t€r i►r 111 t`€nfj113wt:ltrtt vv).#h all CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN �- 1lltl t-!,r:1(�1I1�.: stk as tsi .'rtsifT'L` Ihat the t1arS4pt3tt Z' MIN. THICKNESS� f ROVI'DE- PULL '410TH OF _ REVIEWER. Itajrt�elll I,r0111erfac:,w r- N+DTEB - -_ INGRES$lEGRFSS ARTA DRAINAGE GRATE, _ RECTANGULAR GRATE SHOWN SYSTEM � #f � t.�. ''l: , _ RFTRiEVt.L.,,.STE,AtTYF.1 l lit, } ��. tatilltttc`� . 13,. w.I) t,f) till+ i.,.3i1 >.tlt,' tllc' litlrillljttftt 1ti:t1#ltll'11k,'llt'* It'll airltlt'li"3altt,tt �1tt` t:t4tlt:l llit`tit`�„ 1. caivITlc«N o USE 2. All construction shall be in accordance with the 1996 Standard Specifications for Road, ) . , r , t, t �., t', 3 ..1 Storm T N TRAVELING ON flltlr� E11t .t tlstritCtltlti ci).atlt,it tt.._. tali lit1 illatli lie upgraded it," rtc .c.lt tl t.tr tlllw , ,�cl „t.irtrl 1.'t. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND t'tA �'��,. -� -�" � �,,,,,.� �-/` Bridge and Municipal Construction prepared by WSDOT and the American Public Works � � - PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE r�M. - _- ", 't`rlt� and nuhlitted eta -'-wt�t.�tlrtt t(.lr chaati`�ilitu `t"Ilii: mkittittit's te.{u. aft lclltrt.tilail �t� r'x nmwares_ Association (APWA), as amended by the City of Renton Public Works Department. 200 PSI MN.GRAB TENSILE STiiBNGTH(ASTMD4751) aKd1dIllE�iftt t ns �atil il~iHt i. fi1 ) p blit 1y, lelocatlt.fl od tches alil silt fellt:s, rerttllctet )rWtli, GRAB TENSILE ELONGATION (ASTM 34632) 30%, MAX. MULLENBURST STRENGTH (ASTM D3786 -80A) 400 PSI Mt N. ' q � ; �. x 3. The surface water drainage system shall be constructed according to the approved AOS ASTM D4751 20-45 US. STANDARD SIEVE SIZE ( ) { }' -.-�_. �• _;.._- plans,which are on file in the Public Works ' artmast. Any deviation from the ill(i iwciiltl>< �litill t lr3 t.t tllty I1'�° file 3 ? 1" t. 1SC �,f1per\ I"'or and, itirt%Ii$1:d tf; eisL": 2. DESIGN AND INSTALLATION SPECIFICATIONS approved plans will require written approval from the City of Renton Public Works : tfttlflllt t� Irrttl :r titllt°t9t=rllrl . ritteti) � :,Ita�Il 1 . "co tit �r~=}.`t~kIN. ret,"O;" tat"tilt',' 1 S(' tac,1lihes, 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED \ , r,' LL Department, Surface Water Utility Section, T �.TI IN URBAN AREAS. THE INSPECTOR MAY ° -< ? i.tlt' .tri ati t'tt cX )tf,ct# � it y rllt lel€lily I"c} j�° e113��41t3kin iits- that %N,itl ni't I) it turbot! fim- two FOR PERMANENT ROADS. H ` F EL I NOT RECOMMENDED FOR ENTRANCES ABILIZ ON U RE 5 OOG U S: } . AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING.; TRACKED ONTO ;� ? , 4, ,., . ;, � , PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 4. A copy of these approved plans must be on the job site whenever construction is in C(, tell �lflti> i` Lje11*. tiflltll tli� "'vet Sx tl t}ll o `�t.' erl t�a.", durinu Ilft_ ctrl season . hal I3t_ ininittllatel) 2.2. FENCING SHALL_ BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 1<lliltctta the ti� r _ wl I_ .Iil4 .ll , fc,��„ ttg� 1tlldltrl�_. plastic s x1th, ct )-E?W IrL�TGRAT� DEVIrF__ avEzPlc�BY>R>s,Pva.l progress. . 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE, THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 41 r`l.l v treai lleetlltl"�' I' ` (' tllt':a,sure s that do irltit rt�rltlirc lrlltlletllaftt rtttt`lltK)if shall Iv addressed 41'fthin ' 5. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for 'eI-) tlays 3. MAINTENANCE STANDARDS Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 10. I' ll SC, la all i s t,ri la ctive wlte� ,hatil he 1116 yected atud maintained it 1lirifrrift ni ; & (tr c� 2 a rr oath � 1 tt t� 1.1 l 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE ISOMETRIC VIEW approved by the City of Renton Public Works Department. Reference benchmark and 1 FR F SEDIMENT HALL BE ED. THIS MAY INCLUDE STREET SWEEPING AN INCREASE IN THE DIMENSIONS OF THE dtlnjl,,;, tilt: dry 4tu')o,ili't. I)I-lllt)IIth1��' durin", tl-w �a el, �� al t3t1 or i1t ithill t � elilty t ur (2-1) lft)fir`. Ic)Ilowlil)4, a STREETS EEO SED M T s Us selevations are noted an the fans. _ _ �. ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH NOTES p 'itorlli event. CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 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 it will service. in operation prior to clearing and building 1 €, timeshall � f t i. xA 1 t,tt a tart _ t t t laic « tl ill a 'aitch I)a si . SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, 6. All sedimentation/erosion facilities must be Cape at C?n p g g < i . ,�, li, ltlilt` Il�,lll Ill._ . �, 1ltaitl mlt- t .) t I t t �fiillit'11t l� gill tv� t .tc tf Irifll.r C 1 1. t c tl EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A h must e satisfactorily maintained until construction is completed Felt t iltt it 1)al�itl� allit# ct:yrlli; 'rlfltb� ti31c, ~lt<Itt 1�4 t�I,;afiletl tric)t it} ?ilk"irlt! I lie �:l*.anitig' r) �Lratlfgi slli#1 SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND construction, and they Us b y P ,� 1 I � _ 1 DISCHARGED APPROPRIATELY. 2. The BIGD shall have a built-in high-flow relief system (overflow bypass). and the potential for on-site erosion has passed. not 11tish seditnetlt-la def( btu i.tc'r itlt:tt the dtTkvllsirt.:allf s v's1citl. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE �" ;SII rlrlaitl ~lit rc tetTtlt}Ti` lq'ttiFtlttli I<.lej[tt� ti�r� t�. at t� ill �ttraiA' <tllltitw haNin shall 1>c- lli€:>clttlect i�"lttl INSTALLED TO CONTROL TRAFFIC. 7. All retention/detention facilities must be installed and in operation prior to or in Y 1 tilt Itt;s"."` +a13' Let; tx')1i `:?Ait.r4"Fl Ili. -a stii<'• 'mid shall Trt)v�ilt' K dvk w tt~ ',tttl It'C c";at )acl 11,11le facility ti 3. The retrieval system must allow removal of the BIGD without spilling the collected material.l 1 l conjunction with all construction activity unless otherwise approved by the Public Works tt't furls: Wil ftltilliatleiv al, all 1111i111a111ttil N4shnll; the it.:rfltutrart' tltt.'ili1,v inust he gra ded St) that dlc` Department, Surface Water Utility Section. hollon't and sides air.'' all least three stet abwvc file llliall t,,rade tet the i)eritta ailed tactlity. 4. Perform maintenance in accordance with Standard Specification 8-t11.3(15)• 8. Grass seed may be applied by hydroseeding. The grass seed mixture, other than City of its 1)t, appl t"'d in o.'ttlt, 1n1la1w V Willi .vpp41Ik1tX 1) 3 ,i the Sfrt,1,ice kVatet I)e"I',�rl Renton approved standard mixes, shall be submitted by a Landscape Architect and IArI:Irl. approved by the Public Works Department, Surface Water Utility Section. Y STD. PLAN -- 215.14 �, ' STD. PIAN 216.30 U` PUBLIC WORKS STABILIZEQ v, PUBLIC WORK CATCH BASIN FILTER *. * --------___-__ _--_--- . ;r 4 ___ . _ ____ -____ ___ ____ 9. All pipe and appurtenances shall be laid on a properly prepared foundation in DEPARTMENT I �; DEPARI'.v#E!�1' , , ONSTRUCTION ENTRANCE I �. � � _ I4 1 not t€"i the l"t�'� i�ttill�� of the v',, •t scastm ([:kt`"i. � i, idl +� t"1111 -he 1 arcu,I "'11011 he rcvle,,,ed tet idoltil"�. MARCH 2008 N i MARCH 9000 accordance with Section 7 02.3(1) of the current State of Washington Standard Specification for Road and Bridge Construction. This shall include necessary leveling of '�"lr t�;l_I olw: , t-'alli lie �,ec�: cd i.Il 1��to��art"��titIII fill L4e ���irit�r i"a1111S, I:)I:.lalr ci arears ;�II:iII be-,,CCdt�-J Witil' the trench bottom or the top of the foundation material, as well as placement and t,ttl����� Ott#. t"l'IilllitlE�" t,t�tll�ael ti1';14Ettt. "cl 11 Ilia11`t tttllrtt� krrtial to tc;ctcl alrir Ill+) compaction of required bedding material, to uniform grade so that the entire length of Dl,k to rcinaliti. tlfl�t)k�r�+.l shall h �ff4ltiliti c.1 W file 1)IM'S trt�i�:elttl 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. All trench backfill shall be I).$. �.'F�tk:�t.t..lf.,' compacted to minimum 95°lc) for pavement and structural fill and 90°ft, otherwise per UtilitySpecifications ASTM D-1.557-70. Pea gravel bedding shall be 6 inches over and under PVC pipe, ,ti t:ItaL-i led t;;},11.*�tli.ittIA, ��.:t1uel"Ikc r; llec: cd tit C"I", r� tI�£It t �tt,t}�r1 �1�r1 � ��it�rt lit �t�l�tl}�I jTlt st��rt�::�,113 s, JOINTSINFILTERFABRI€,SI ALL BE SPLICED dill7hed 'it the` a pti)pria lc t.inics. A rett,i"tllllelidAi ; -)Il, JOINTS �;etltlt`ncQ i~ 1irt:?1'itll`t� I�talt;'t��w AT POSTS. USE STAPLES. ,HIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. Y�. L3Y,. Ga. lIRE OR 10. Galvanized steel pipe and aluminized steel pipe for all drainage facilities shall have EQUIVALFNT, IFSTANDARrJ 1 . II%.lel tilt. lrL pt t.)ri tlilt'ilt, li ilio i tict r r r STRENGTH{ FABRIC USED 4 asphalt treatment 7t i o better Inside and outside. ) , ( .;. ; . ) Erosion Control Notes Ilt.)st Stan vitil naitfle ;:t11�1 1"ll10flt: !R11lllXT tit l'``trt.. SUT)et`X ty€.H" oulty he c:ttiisolttla.ited VVIth the I-CLitill-i w + d € ILTER FABRIC -"-" ""-"• . THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS SURFACE WATER r 1, 1we c;It 2::lil:llt' lllit)t;. AT UTI AND TRANSPORTATION PLANS: UTILITY, WASTEWATER UTILITY, WATER UTILITY, ��;..�. ��A �yv � €II€ � 111�ti11I i,"i�t�lt IB;;l�frt l�tatc;�t,:tit�11�, It ri:tlf111�"fl. .. f 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS A PRE- { ..{ / t.al4lt_lc; ali Install twtlif,�stitlt,`tlt:3li entixlrll':,'(S CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC I ; ). #ti.�.sl#1 tt4lirllebt n llittte tytttt t 1i#, it tri` . l,irtwll l)ilrtl+.i", f.tc 1. i `� WORKS DESIGN ENGINEER. i�,�. __.. f t"trl tttti i �+tbtltlilr 11t lT+illi ; an'd tt:lps, -- l I 2. All limits of clearing and areas of vegetation preservation as prescribed on the plan(s) Utility G'MAX. - MINIMUM 4x4" t f'' ity 7Esi.tib' di,liti tall)t11dt' 4ti19.i`.trl:,ftrttt.tll r€.'+il4i`r. BACKFILL TRENCH `NTLI f __ shall be clearly flagged in the field and observed during construction. L.. i 4 ttnsttucll alit tilet2 '`k�'=;tit l + €"tlttl`:tl` f llitet`ti't`1 iter (likes, .. 17th * €t'tl:) Cllailli "ii`. ? w111'illitaltli ttfttilv Y�`it.11 NATIVE SOIL ,!` 3. All required sedimentation/erosion control facilities must be constructed and in operation 11. Structures shall not be permitted within 10 feet of the spring line of any storm drainage POSTSPaGINGAflAY6EINrRERSED Clearing and grading lt,)I" pr lttrt dt^t�di.:ai)ineill:. TO B• IF tNIRE BACKING 18 USED prior to land clearing and/or construction to ensure that sediment laden water does not pipe, or 15 feet from the top of any channel bank. •_ 2-x4''NOOL PO.5T5, STEEL PENCE enter the natural drainage system. All erasion and sediment facilities shall be illIalliltaflit ettal)t)I3 i }rtltrt't1 Illi <i�Illt''+ ill. ,iCt'tti"i:lalil�: lttl Ill;,t C tYtlllt4 wt=flltlatrii4,iliil 1I1 t111tlala tll't�rt`: POSTS, REBAR,OREQUIVALENT maintained in a satisfactory condition until such time that clearing and/or construction is 12. All catch basin grates shall be depressed 0.10 feet below pavement level. It ck11r1111c�itililtttttl, complete and potential for on-site erosion has passed. The implementation, 11. Relocate ertati10111 ,:ttljtrttl nic List~•, kn in-,tar11 rlc � rtlt ��>>il�, �> thitl a s mte ionditit)lfN chitrtgc. tilt control stems shall 13.Open cut rand crossings through existing public right of way will not be allowed unless maintenance, replacement and additions to sy c`1"t) Icatl ill:id ycdniicni c ttltll`t31 1 ;tt 'at�'4 Irl :It :"t ll[Ir1i)t°c" %4it11 tilt' rti.<.. f 'tsidt f€.' 't`ry., tx3? ctyrt .�e'ifltlr "'1rt be the responsibility of the permitee, specifically approved by City of Renton Planning/Building/Public Works Administrator. ( 0110,01 ti 14. Rock for erosion protection of roadside ditches, where required, shall be of sound quarry 12 l'tt�,'er ;Ill art a� that ,A ttl tic tlll`ww orl-efl fctl mort� thalfi ;,t»�.en Liar', dufin,� ,liedr�� ear ttt1 til- txvo aax-, 4. The erosion and sedimentation control systems depicted on this drawing are intended to NOTES be minimum requirements to meet anticipated site conditions. As construction rock placed to a depth of one (1) foot and must meet the following specifications. during lite vvet-wa-.sim 'N lilt "triw,, tk�t")})c� 1,11vi, Intlltll., t tt1t1l3t,a.E_ iZl4l+tlt shet,,til g,,, tet s."qut%alent- 4 - 8 inch rock / 40 - 70°It3 passing 1. CONDITION OF USE progresses and unexpected or seasonal conditions dictate, the permitee shall anticipate r I ' Stabilize all areas 4�`llltiti ,��t:t1 ciai , t)t r=�altlliil� �ilull gia dc, 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. that more erosion and sedimentation control facilities will be necessary to ensure 2 - 4 inch rock / 30 - 40% passing; and Q 1�1 `+ett�: t+�I, �ttf�illlc' ;ti' t,t+k't<;`r %Irl t; ;,:litx-L#w ti's i',"lita-illi tfil�tt)`13t.'il l+!i tlit.tl� tltallt �(,r t:1K#`Y�. 1.2- SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. complete siltation Control on the proposed site. During the course of construction, It less than 2 inch rock / 10 20% passing. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. shall be the obligation and responsibility of the rmitee to address an new conditions 1,; ((I)on �`t)ttlpleti})II t)1 Lhc l l't, ttv`t, : lali ilite all di ttltbtd :tteat atifd retlli v BM) it a3131�wIniatic: z. DESIGN ANI? INSTALLATION SPECIFICATIONS g p � � y 15, All building downspouts and footing drains shall be connected to the storm drainage that may be created by the activities and to provide additional facilities, over and above 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE system, unless approved by the City plan reviewer or Surface Water Utility Section. An AVAILABLE ON SITE. minimum requirements, as may be needed, to protect adjacent properties and water 34"106S_11N SIZEIIt,.60.1,sMM)F0RSILTFum---- accurately dimensioned, certified as drawing of this drainage system will be AOS,rASTT,4D47S1.) 50-:I.00SIEVE SIZE(0.30.O.�s l) FOR OTHER FABRICS quality of the receiving drainage system. submitted to the City upon completion. WATER PERMITTIvI'rr (ASTMD491) 0.02 SEC^." 1 MINIMIM 180 LBS. MIN. FOR EXTRA STRENGHi FA8 RIC IGRABTENSILE STRENCIT (ASTMD4s32) 5. Approval of this plan is for erosion/sedimentation control only. It does not Constitute an 100 LB& MIN, FOR STANDARD STRENGNTFAfBRIC 16, Issuance of the building or construction permits by the City Of Renton does not relieve GRAETENSILE ELONGATION (ASTMD4i3'2 305/. MAX, - approval of storm drainage design, size nor location of pipes, restrictors, channels, or ULTRAVIOLAiERESiSTANCE (ASTM 0435s 709/.MIN. the owner of the continuing legal obligation and/or liability connected with storm surface retention facilities. 2_.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST water disposition. Further, the City of Renton does not accept any obligation for the SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 6. Duringthe time period of October 1st through April 30th all project distributed soil areas proper functioning and maintenance of the system provided during construction. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL VOT BE STEEPER THAN 2H:1V Pe 9 p r p I 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 greater than 5,000 square feet, that are to be left un -worked for more than 12 hours, IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT 17, The Contractor shall be responsible for providing adequate safeguard, safety devices, FENCE. shall be covered by mulch, sodding or plastic covering. 3. MAINTENANCE STANDARDS protective equipment, (loggers, and any other needed actions to protect the life, health, 3.1. ANY DAMAGE SHALL BE REPAID IMMEDIATELY. 7. In any area which has been stripped of vegetation and where no further work is and safety of the public, and to protect property in connection with the performance of 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE. THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. anticipated for a period 30 days or more, all disturbed areas must be immediately work covered by the contract, Any work within the traveled right of way that may 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 interrupt normal traffic flow shall require a traffic control plan approve by the Public THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP stabilized with mulching, grass planting or other approved erosion control treatment SEDIMENT. applicable to the time of year. Grass seedingalone will be acceptable onlyduring the Works Department, Transportation Systems Division. All sections of the WSDOT 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. pp y p Standard Specifications 1-07-23 Traffic Control Shall apply. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. months of April through September, inclusive. Seeding may proceed, however, � pp y• whenever it is in the interest of the permitee, but must be augmented with mulching, netting or other treatment approved by the City of Renton, outside the specified time 18. Special drainage measures will be required if the project location is within the aquifer period. protection area (APA). Y o STD. PLAN -- 214.00 PUBLIC WORKS SILT" FENCE � -- -- ,' DEPARTMENT MARCH 2008 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) R- 384505 ;HECK FOR COMPLIANCE TO CIN STANDARDS LD FRgti^^ P F WAS t.' SURVEYED:ESM, LLC SCALE: DATE: oma' ° "� AS SHOWN VERTICAL: NAVD198a TESC AND STORM NOTES/DETAILS 9/10/14 , n HORIZONTAL: NAD 198311991 CITY 0F� LLC DESIGNED:LCD FIELDBOOK: ENGINEERING, c MAPLEWOOD PARK CLUBHOUSE PAGE: LAND DEVELOPMENT &GEOTECHNICAL SERVICES DRAWN: RENTON 2 PER COR REVIEW DATED 5/14/15 LCD 5/20/15 5 20 15 LCD ONE INCH 3815 NE 4TH ST, RENTON , WA DRAWING NO: 105 Harvard Ave E, Suite #106, Seattle WA 98102 0� 3�8s2 <v 1 PER COR REVIEW DATED 3/27/15 LCD 3/30/15 3 30 15 DATUM CHECKED: Planning/Building/Public Works Dept. RENTON, WASHINGTON hone 206.41 2.666 AT FULL SCALE C5 p S G IF NOT ONE INCH email LDENGINEERINGLLCOgmail.com S�ONAL �� 5/20/15 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY MAPLEWOOD PARK LLC LCD SHEET: S' 10 CU. R 3b45o5 a MI Z 0 Z C 9 Im 11 M Yl a --I rn z Z C p owo � u F--+ O4�h C U�4 (j � t7 in frM O 0() V1TT�� t� M �n i a MI Z 0 Z C 9 Im 11 M r C71 O p owo � u F--+ O4�h 1 U�4 (j � t7 e 1 O 0() V1TT�� t� C71 p 'D m (j � t7 a rr (� �` W '0! L ■ 0 rr W J 3 n O.D. ,¢ RnitS f pipe '� / f:PR'!fJiaGtlCttl rrnax. ; a-:naF. i ri.15 0. D. Hain. l inlits of pipe oriarti�ln ,t�G ._........... p I `. > r7 6 fa. C3. rnlr ,.....'iii_- _.,:.....__L gra,?el backfill for gravel I.a kSnll 4--floundatio ns Mien Spee fied fir pipe bedding A. Metal and Concrete Pipe s; eat ;par+ span - max rnrtx F J/ nse rn r,. I limit -sof Piper raave lm�jdill for graselbark.iil :��.,� 9 for pipe axefr3inp/ fo indatka*ts rne,n si lfie S. Pipe- Arch Installation Rigid Pipe NOTES: 1. Pipe compaction limits shown on this plan are for pipe construction In an embankment. For pipe Construction in a trench. the horizontal limits of the pipe compaction zone shall be the walls of the trench. 2. All steel and aluminum pipe and pipe -arches shall be installed in accordance with design A. 3. Concrete pipe with elliptical reinforcement shall be installed in accordance with design A. 4. Concrete pipe, plain or with circular reinforcement, shall be installed with design A. a. O.D. is equal to the outside diameter of a pipe or the outside span of pipe -arch. The dimensions shown as O.D. with S maximum shall be O.D. until O.D. equals 3', at which point T shall be used. * T-0" for diameters 12" through 42" and spans through 50". 2'-0" for diameters greater than 42" and spans greater than 50". A PORTION OF NE 1/4 OF THE NE 1/4 OF SECTION 16, TWP. 23N., RGE 5E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTION 4V (see note 41 limit of pipe zorr bedding materiel fur Dsxityk; / �f+f '" • i Ppe:� note 61, m O.D. •f ` j f fcn ndalr ,r i , / '� , /< , ` j � A4. min. 27' I.U. and urxior 6" min., over 21" I.D. Bedding for Flexible Pipe Flexible Pipe NOTES: i . Provide uniform support under barrels. 2. Hand tamp under haunches. 3. Compact bedding material to 95% max. density; directly over pipe. hand tamp only. 4. See "Excavation and Preparation of Trench" in sanitary sewers section of the standard WSDOT/APWA specifications for trench width "W" and trenching captions. The pipe zone will be the actual trench width. The minimum concrete width shall be 1 1. D. = 18'. 5. Trench backfill shall conform to "Backfilling Sewer Trenches" in the sanitary sewers section of the WSDOT-APWA standard specifications, except that rocks or lumps larger than 1" per foot of pipe diameter shall not be used in the backfill material. 6 See "Bedding Material for Flexible Pipe" in aggregates section of the WSDOT/APWA standard specifications for the material specifications. Backfill material placed in 0.5' loose layers and compacted to 95% maximum density. Method B or C compaction (WSOOTiAPWA) standard specifications.) Pipe Size Min. dist. between barrels circular pipe cons., LCPE, CMP (diameter) 12" to 24" 12" 30" to 96" diam. / 2 102" to 180" 48" pipe - arch metal only (span) 18" to 36" 12"_.._ 43" to 142" .r. span / 3 148" to 199" -48" STD. PLAN "- 220.00 + PUBLIC WORKS PIPE COMPACTION DEPARTMENT RESIGN AND BACKFILL MARCH 2008� i CLEANOUT, TVP. CAP, AND WHERE CLEANOUT IS IN PAVEMENT; IRON RING 8 COVER PER IFCO #247 r` r t i _ _ _ _ 1 OR EQUIVALENT :y I CATCH BASIN -AREA DRAIN r i TEE �. / f PROPERTY LINE s , t Ji 45" SEND A I � . J PERMANENT CRP OR CONNECT rE.'T PIPE y PRIVATE: JOINT USE 'UTILITY EASEMENT l r i 45" WYE TEE CROSS, OR 4.,,- WYE AT BENDS _ CLEAN-OUT WI`! _.. _._.._._.. r _.... _ PERMANENTCAP-OUT DETAIL r I a� i �•.T-�-- f -_ CATCH BASIN - AREA DRAIN SECTION A -A ALIGN PIPE TOPEi, OR,,./ PLACE ROOF DRAIN HIGHER. , ,1l^.F( tr..:; i LECT..'R iJNE TEMPORARY CAP ON END OF ROOF DRAIN STUB, MARKED BY 2"x4" STAKE PLACE CLEANOUT AT 00' MAX. SPAT w, AT ` 1)'BENDS, EACH END 4 5° BEND, 'SECTION B-8 PIPE ENDS NOTE: MIN. PIPE SIZE 6"0 PIPE MATERIALS ALLOWED: PVC, LINED OPE, TRIPLE WALL POLYETHYLENE, OI (IF NEEDED FOR STRENGTH). TYPICAL PRR PRIVATE ROOF DRAIN STD. PLAN - 225.10 PtIBLIC WORKS +' DEPARTMENT 1 COLLECTION SYSTEM 1 1 CROSS SECTION MARCH 208 3 f �\ Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) LD ENGINEERING, LLC LAND DEVELOPMENT & GEOTECHNICAL SERVICES 105 Harvard Ave E, Suite #106, Seattle WA 98102 phone 206.412.6660 email LDENGINEERINGLLCOgmoil. com a flI t-% it -Anil I A I I rl+orrrl JU IVI r'", JCC r L/y1N UIN Jr1 I r UF\ I I F L_ I I F L_ I u UI AREA DRAIN) AND THIS SHT FOR SUMP DETAILS 0i esu Iii=W r 1 1 n \ / /'N - - 12" 6" 12 roof dra overf l ow splash block SUMP, SEE PLAN ON SHT C3 FOR TYPE AND THIS SHT FOR DETAIL EQUIP PIPE END WITH FLANGE, SECURE SCREEN OF STANDARD WINDOW SCREEN SIZED 18X16 MESH TO PIPE END WITH REMOVABLE PIPE CLAMP FILTER FABRIC, SEE NOTES THIS DETAILter► 30 24 SECTION A NTS compacted backfill 4" perforated PVC pipe washed rock 1 1/2 -3/4 NOTES: Geotextile filter fabric shall be wrapped entirely around trench drain rock prior to backfilling EXCEPT that a 6 -inch layer of sand below the trench bottom may be used in lieu of a filter fabric liner on the bottom. Filter fabric shall be "Geotextile for Underground Drainage,"low survivability, Class C. ROOF DOWNSPOUT INFILTRATION WITH Q 0 I FRq� OSP � o f WAsy� 0��, 2 37862l 1 t6� �ONAL ��G 5/20/15 NO. OVERFLOW DETAIL PER COR REVIEW DATED 5/14/15 PER COR REVIEW DATED 3/27/15 REVISION DRAIN PIPE WITH TURNED - SCREEN OUTLET TO INFILTF SEE DETAIL THIS SHT VAI EQUIP PIPE END WITH FLANGE OF STANDARD WINDOW SCREEI MESH TO PIPE END WITH REM SLOPE TO DRAIN NDS ROUND POLYOLEFIN GRATE W/ U.V. INHIBITORS SLOPE TO DRAIN MPACTED SOIL S #66 - 6" SEWER & DRAIN ;ER PIPE (LENGTH AS REQUIRED) S #201 SPEE-D BASIN ,AIN PIPE /ERT ELEVATION USHED STONE TECHNICAL SERVICES ' 1-888-825-4716 tech service®ndspro.com 6" NDS ROUND GRATE W SUMP AND CORRUGATED "T" N.T.S. NDS SPEE-D BASIN AREA DRAIN SURVEYED: ESM, LLC Q Z I ..... DESIGNED: LCD y✓ tart T1s Coo a >r LCD 5/20/15 5/20/15 DRAWN: LCD LCD 3/30/15 3/30/15 CHECKED: LCD BY DATE APPR APPROVED: LCD DRAIN PIPE WITH TURNED - SCREEN OUTLET TO INFILTF SEE DETAIL THIS SHT VAI EQUIP PIPE END WITH FLANGE OF STANDARD WINDOW SCREEI MESH TO PIPE END WITH REM SLOPE TO DRAIN NDS ROUND POLYOLEFIN GRATE W/ U.V. INHIBITORS SLOPE TO DRAIN MPACTED SOIL S #66 - 6" SEWER & DRAIN ;ER PIPE (LENGTH AS REQUIRED) S #201 SPEE-D BASIN ,AIN PIPE /ERT ELEVATION USHED STONE TECHNICAL SERVICES ' 1-888-825-4716 tech service®ndspro.com 6" NDS ROUND GRATE W SUMP AND CORRUGATED "T" N.T.S. NDS SPEE-D BASIN AREA DRAIN FILTER -FABRIC WRAP 4" PERFORATED PEA GRAVEL (LARGER THAN PVC PIPE PERFORATIONS) s 6" MINIMUM ` TYP ALL SIDES FOOTING DRAIN SCALE. 1 "=1' SCALE: AS SHOWN 1 ONEINCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM �► CITY OF RENTON t� Planning/Building/Public Works Dept. i Q Z I ..... ... _ ,_ ...� y✓ tart T1s Coo a >r PIPE ALLOWANCES r t 73 CD BOJ T Cz YNN SLOT - SEE r U'l DETAIL AND NOTE 'f PIPE MATERIAL ItN1DE ' �.� FRAME AND VANED GRATE TeR _ .... M 2 t: r' r1' A4 H'71E REINFORCEDr7R 7. i isi„AIN CONCRF fE D A',. a E I A, f If F }. G ;PsSf r0. S P F, G. 9 05 2(31 ,F, It, WAW t. r`,r( _ {;x 6 n SPEC. i+7`x.121 t qF`R, iF< ,_ 'ST0. SPE..y .. _ `t ` B ' I-OFZRIaLATEG POLYETHYi-ENE SECTION 8 - SIr.*' l SE VER P:PF, _.- JNE "3 EAR HOUP r -OR C" HEI&,J T`N'1 1:3 RAR W)OPS FOR +„r HE t;Hl RECTANGULAR ADJUSTMENT SECTION ea;ty` e��•��1TF y c Lf MOTES As acceptable alternatives to the rebar shown In the PRECAST BASE SECTION, fibers (placedacax)rding to the Standard Specifications}, or wire mesh having a Ptiriimuni area at 0.12 square if chres per foot shall be used with the minimum required rebar shown kl the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in fire i knockouts. 43 €.i,[ EACH CORNER ; z 2. The krtor*out diameter shall not be greater than 20". Knockouts shall t - have a wall thickness of 2" minirriurn to 2.5" rnaximurr. Provide a 1.5" Minimum Leap between the. knockout wail and the outSlrte of the pipe. After the pipe is installed, fill the: gap with joint na.)rtar in accordance ^ Bt f FACtf s t>� r r with standard Specification 9-04.3. '7 1 3. The maximum depth from the finished grade to the lowest pipe invert n ••. .. shall be s BAR EACH `NAY --_-` 4. The frame and grate must be Installed with the flange down. PRECAST BASE SECTION 5. The Precast Base Section may have a roundel( floor, and the walls may be skVed at a rate of 1:24 or steeper. 6, rhe 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. ^Y � �IIII�I aRr���tli) h PIPE IM1H 7llI1NEfl-oo ELWW AND OUTLET TO WILIRATIDN TRf.NCH. SEE DETAIL TMS SHT. ,3., E;C�f� Est tl J ?.'JkNEF7 L _ 131' MIN '#3 BAR H00t' - • - - EE NOTE ALTERNATIVE PRECAST SASE SECTION •C' _ off, tL_> WITH SUMP l.i._` ��i�IZ1:� CATCH BASIN TYPE I PLAN -�� -__ I I;I"A1 �i1 `I' FILTER -FABRIC WRAP 4" PERFORATED PEA GRAVEL (LARGER THAN PVC PIPE PERFORATIONS) s 6" MINIMUM ` TYP ALL SIDES FOOTING DRAIN SCALE. 1 "=1' SCALE: AS SHOWN 1 ONEINCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM �► CITY OF RENTON t� Planning/Building/Public Works Dept. i NOTES �. Provide two slots in the cover that are vertically aligned with the holes in the frame.Location of holt-down slats varier among different manufacturers. a 'a;a- 1 lir 2. Alternative reinforcing designs are acceptable in T•, lieu of the rib design. Refer to Standard Specification 9-05.15(2) for additional e requirements a For Frame details, see Cit of Renton 391 P £s. C' •Tr .... y sEaTION A. Standard Plan 204.00. ISOMETRIC S'1'1}. PLAN - 204.10 11 T U("EM Cf K:� RECTANGULAR SOLID 1)>,FAR r'v I NT METAL COVER MA Fri 2008 CHECK FOR COMPLIANCE TO CITY STANDARDS DATE: STORM DETAILS 9/1o/14 MAPLEWOOD PARK CLUBHOUSE OOK: PAGE: 3815 NE 4TH ST RENTON WA PAGE: DRAWING NO: RENTON, WASHINGTON C6 MAPLEWOOD PARK LLC SHEET: OF: �o r r C I�• � 3g�5o6 � i � i� �� � , � �� x i Q Z I ..... ... _ ,_ ...� y✓ tart T1s Coo CSD r CD --P ' UJe r t 73 CD BOJ T Cz YNN SLOT - SEE r U'l DETAIL AND NOTE 'f W �.� m M 2 t: r' r1' A4 H'71E M i D }. .. `t ` B ' TOP SECTION 8 i NOTES �. Provide two slots in the cover that are vertically aligned with the holes in the frame.Location of holt-down slats varier among different manufacturers. a 'a;a- 1 lir 2. Alternative reinforcing designs are acceptable in T•, lieu of the rib design. Refer to Standard Specification 9-05.15(2) for additional e requirements a For Frame details, see Cit of Renton 391 P £s. C' •Tr .... y sEaTION A. Standard Plan 204.00. ISOMETRIC S'1'1}. PLAN - 204.10 11 T U("EM Cf K:� RECTANGULAR SOLID 1)>,FAR r'v I NT METAL COVER MA Fri 2008 CHECK FOR COMPLIANCE TO CITY STANDARDS DATE: STORM DETAILS 9/1o/14 MAPLEWOOD PARK CLUBHOUSE OOK: PAGE: 3815 NE 4TH ST RENTON WA PAGE: DRAWING NO: RENTON, WASHINGTON C6 MAPLEWOOD PARK LLC SHEET: OF: �o r r C I�• � 3g�5o6 � i � i� �� � , � �� x b 0 :ZJ � rn p m n i (A Cn Z 17 i f7 ' .:t7 r:n rn r:P f.Jl fU � M Cn D 1-� C z Q 71 � r 4 2 T1s Coo CSD r CD --P ' UJe r t 73 CD 00 C Cn U'l W �.� m M M Cn 0 D b 0 :ZJ � rn p m n i (A Cn Z 17 i f7 ' .:t7 r:n rn r:P f.Jl fU � M Cn D 1-� -t, LJ Q 00 ~ 0 � u CD � 9 M O CSD r CD --P ' UJe MW w O 00 C Cn a C0ca -t, LJ 9 M O O11 a C0ca TI A PORTION OF NE 1/4 OF THE NE 1/4 OF SECTION 16, TWP. 23N., RGE 5E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTION fl- 1. 1. EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN ARE BASED UPON THE BEST AVAILABLE PUBLIC RECORDS AND/OR PRIVATE RECORDS AS SUPPLIED BY THE PROJECT OWNER AND/OR DATA OBTAINED VERBALLY FROM OWNERS OR OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. NEITHER THE OWNER NOR THE ENGINEER GUARANTEE THE ACCURACY OR COMPLETENESS OF THIS INFORMATION AND ASSUME NO RESPONSIBILITY FOR IMPROPER LOCATIONS OR FAILURE TO SHOW UTILITY LOCATIONS ON THE CONSTRUCTION PLANS. OTHER UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL INVERT ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PROMPTLY OF (1) PREEXISTING SUBSURFACE CONDITIONS DIFFERING FROM THOSE INDICATED IN THE PLANS, OR (2) PREEXISTING UNKNOWN SUBSURFACE CONDITIONS, OF AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM THOSE ORDINARILY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE CONTRACT. THE CONTRACTOR AND/OR THE OWNER SHALL MAKE NO CLAIMS TO THE ENGINEER FOR RECOMPENSATION FOR EXTRA WORK RESULTING FROM CHANGED CONDITIONS UNLESS THE ENGINEER HAS APPROVED THE WORK IN WRITING. (WSDOT SEC 1-04.7) 3. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND TR Tl AND CONS UCN PRACTICES IN 0 EXERCISE SOUND ENGINEERING CONDUCTING THE WORK. THE CONTRACTOR PROTECT OTEC T EXISTING PUBLIC AND PRIVATE UTILITIES FROM DAMAGE DURING CONSTRUCTION. IF EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE ENGINEER. THE CONTRACTOR SHALL RESTORE THE UTILITY TO ITS EXISTING CONDITION. WSDOT SECTION 1-07.17 APWA SUPPLEMENT). THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION FOR DESIGNS SHOWN ON THESE PLANS. 4. WHERE THE PLANS CALL FOR UTILITIES TO BE RELOCATED BY OTHERS, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY AND COORDINATE HIS WORK SO AS TO AVOID CONFLICTS. 5. ENGINEERING DESIGN AND APPROVAL FOR STRUCTURES SUCH AS, BUT NOT LIMITED TO, WALLS AND VAULTS MUST BE PREPARED BY THE APPROPRIATE PROFESSIONAL ENGINEER AND ARE NOT A PART OF THESE PLANS. TOP 1 1 4 1 11 1Q t- r-.--- — -- ----- --------------------- - -- --- %' �Zz�j ' J r SECTION A ; RE . rss� a `T N ALLEN , � A AP SCREW IfEiDSG C 'ikA s ki f ' On CD :i< V1 r) �r CD r� C ME 00 s r• CURB RAMP, LANDING, CUT SECTION SOLT-DOWN DETAIL. NOTES I This frame is designed to accommodate 20"x 24” grates or covers 2 Provide two hales in the frame that are vertically aligned with t he grate or cover slots. Tap each hole to accept x ” F a 5113 - 11 NC 2 alien head Lap screw. Location at tacit dawn holes varies among different manufacturers. s. Refer to Standard Specification 9 -Dr 1v jfor additional requirements. ISOMETRIC VIEW STD. 20400 RECTANGULAR FRAME PLAN• k4ARC'H 2008 t 1� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (I D,MT, ND,OR,WA) APPLICATION OF THIS DETAIL REQUIRES APPROVAL FROM CITY OF RENTON PERMEABLE PAVEMENT S/DEWA L K / PATIO C2.6 PERJMfA B Lf' Y J3 �, a,� } sa s t, i ). f <aJ ,i i fA Z✓,"r;:`s 'ck#,ks f f i,5,:i;'I .;4�... 2Si'Z41 jai •,M�:'.i tsE.s;�(.5:; g y;;4#n£ ,.�r�x$£,:. £i €1£`hz,::>+i s•; 34„f1z�� -t, I ��. ss'is, rs f,?5fr;� n_ f b n Y ,till z #�, •1rt.,1f j: �£*n•�;��,� etre I`�I=}I�T7� #>,, `£,f,s;: , Applicable Surfaces :til n "rba a t 5 5 i s JJ f ys£1 £I s;xsasz£I%t~lifi.,+,1-, sY„rIr£�sa�lyll,. 2.iA'r#,ilii.4ktt:•:;.�sfs„�,,.(:i.: r.�E,sl'.,"<itlb?;.s,.;tits.€skl�+.I2:ta?'i,tb€si'<,;:d s,,.�r-ac,,,,xs�hfe fyi.,;,,: Design Considerations s s s i 9 5 L. 1 Y f i l Jth a tu;gh f ;,rcY w tl#I< of Itt<::l'bl s tx”` L thi/" Operation and Maintenance C"'.2.6.I MINIMUM DESI(,N` REQUIREMENTS All tt 0U s£311f h Tib rc't)ttii XTl�I,1`w Ttie�,..i. 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V Yrfr /,,,.,, f,5.�": �rst/,a �✓�r'R;'farT./ %, ai i., s /r ,/ yyr w C s/i � .I,<.r,::.>r / rr,... v /'i/; �y'if� r,,,ss,;: l3;f L,/,',�'/ - r.. ! sas, /?',;,,r,/%£'/f/trW's a � i .. /'/ais'cn/iasu"'.ch.✓, 's r-, „//ir, ;i w / r xi':; LOADING ne r /r' / r"11 -AFTER 4 4 /r�%RK�Z;a.r 2„�A,a„iy„v c�`�awf.Z k„ir�r,£,ri, ,,,�/vwi,�, a I ELMS ri/rwr;»,rwair��,wA,mmrwxr,�iiv/;,/rrHann -.r,riw,wrrr,HwH..rvb./Bwarwrwryr�iir�,W/,wr„�rrrr.'�.vs�..riwtin.,rw�.r,:,ouv��,aaeiw��,wzsw . .,wrw ,sw,x�.y««,�� r.>uw,.rrr,...�w,,,eru.:rr�,a,,.�awi PL” 104A ���i *y'�, a a "� • y Z"f k s s „mss, 40 9' H `'��,/',� /arc//H//mv9wn/miirirN//9// r/'.NiiNm/ia� % i/////in r r � ,,wrmwi/r/i//� HH/NniipimN Ar+/ M��M iN,YIdNiMfNma/r9 MF/9� � DETECTABLE WARNING SURFACE (DWS) SEE NOTE 3 2'-WWk- >._ TYR OF ALL APPLICATIONS ; SEE STANDARD SPECIFICATIONS FOR f COLOR OF SURFACE / CURB AND GUTTER MATCH TO WIDTH OF^CURB _F TRUNCATED D SPACINc3 i x TRUNCATED DOME DETAILS iA%iia i+ic, "CUT-THROUGH OR SEE NOTE 3 WALKWAY 91M DETECTABLE WARNING SURFACE DETAIL O' OFFSET LANDING -+ CURB RAMP , SEE NOTE a I iI NOTES 1. The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp (exclusive of flares) or the landing. 2, The Detectable Warning Surface shall be placed at the hack of curb,. and creed not follow the radius. 3, The rows of truncated dames shall be aligned to be perpendicular to the grade break at the back of curb. 4, The rows of trunealed drams shall be aligned to be parallel to the direction of travel. 5. If curer and gutter are not present, such as a snared -Use path connection, nection, the Detectable Warning Surface shall be placed at the pavement edge. 6, See Standard Pians for sidewalk and curb ramp details. 7, If a curb ramp is required, the location of the Detectable ble Waming Surface must be at the bottom of the ramp and within the required distance from the fail, 8. When the grade break between the curb ramp and the landing is less than or equal to b ft, from the back of curb at all points, place the Detectable Warning Surfaces on the bottom of the curers ramp, h WIDTH OF LANDING V+iALKWAY - WALKWAY WALKWAY WALKWAY WIDTH OF CUT -THROUGH WIDTH OF CUT -THROUGH U) Q J z iz — SURFACE (DWS) „ ' CURB RAMP ' SEE NOTE +€ -� � � , BACK OF CURB / 2 V MIFF. SINGLE DIRECTION CURB RAMP (GRADE BREAK BETWEEN CURB AND ` LANDING S 5 FT, FROM BACK OF CURB) (SEE NOTE el LANDING DIRECTION OF TRAVEL tx FLARE ; :: FLARE 7 0" '� � '•. DETECTABLE vwRNpNG --�"� �. • �,. BACK OF CURB ` DETECTABLE WARM14G 1 SURFACE( - BACK OF CURB SEE NOTE 2 SEE NOTE 3 SURFACE (TYP } SEE NOTE: 2 CURB RAMP a na WIDTH OF WALKWAY % !/ WALKWAY WARM DETECTABLENG E NOTE SURFACE- SE 3 BACK OF CURB - SEE NOTE 2 SINGLE DIRECTION CURB RAMP DETECTABLE (GRADE BREAK BETWEEN CURB AND SURFACE ( T. FROM K OF CURB ENO LANDING S F OM BAC SE TE E TE a ars NOTE ) CURB RAMP - CURB RAMP WALKWAY LANDING r WALKWAY / f BACK OF CURB - DETECTABLE WARNING SEE NOTE 2 WIDTH OF SURFACE (DWS) - SEE NOTE 3 LANDING PARALLEL CURB RAMP PE (SEE NOTE 4) SEE NOTE 3 WIDTH OF CURB RAMP i -- - BACK OF CURB --* I ' ' SEE NOTE 2 ` 2 - Cr MIN, PERPENDICULAR CURB RAMP 1 f" (SEE NOTE 8) r ISLAND CUT -THROUGH r------ _" WIDTH G, CURB RAMP: ` T WARNINC3 I OR wALKvrA DETECTABLE LANDING, SURFACE (rrP.) - ,' A.4 ,,. SEE NOTE 3 �... �. , � $! � a MEDIAN CUT -THROUGH v OF CURB w BACK n;� . i L r � SEE NOTEz , z. r :: !s' is olz r _ HN WARNING `: o ! ;:� WIDTH OF SHARED- � �� MIS) ; I I USE PATH OR 5487 ! z; m[ _ f' WALKWAY(TYP.)j c�4T ��t3T�'' � 1 � £s j »,•m, A WIDTHOF�UT-THRO GH _. SHARED -USE (TYP.) - PATH OR WALKWAY DETECTABLE WARNING ROUNDABOUT SPLITTER SURFACE r1 13LAND PAVEMENT SHOULDER z EDGE J' I r - r'STANDARD PLAN F A "l RAIL '- in i ' SHEET 'I OF 1 SHEET N. I DETECTABLE WARNING J ? APPROVED FOR PUBLICATION ' PATH OR SURFACE (DWS) waLKWAY SEE NOTES 4 3 5Pasco Sakod Ach Ill MII12 ' .....J.,.,.. ,....1... ......._...•",.--•.SiA'£B iyE3IC)11 F:Nfaitii:ER ._ ..�..._.,._. Mn DESTRIAN RAILROAD CROSSING PLACEMENT GUIDELINES SHARED -USE PATH CON14ECTION °' 'a"g"o'" sh" °"°u”" Of cera o'er' it 010 R-384501 I CHECK FOR COMPLIANCE TO CITY STANDARDS I LD �O D I ",4/� SURVEYED: SCALE: DATE: OSP DF WASy, ��� ESM, LLC As SHOWN VERTICAL: NAND 1988 STREET AND FRONTAGE IMP NOTES/DETAILS HORIZONTAL: NAD 1983/1991 CITY OF 9/10/14 LLC �� DESIGNE LCD MAPLE WOOD PARK CLUBHOUSE FIELDBOOK: ENGINEERING, RENTON PAGE: LAND DEVELOPMENT & GEOTECHNICAL SERVICES 3815 PER COR REVIEW DATED 5/14/15 LCD 5/20/15 5 20 15 DRAWN LCD — 3815 N E 4TH ST, RENTON, WA 105 Harvard Ave E, Suite 106, Seattle WA 98102 37862 ONE INCH DATUM DRAWING NO: O,c•���sT ��� 1 PER COR REVIEW DATED 3/27/15 LCD 3/30/15 3 30 15 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. RENTON, WASHINGTON C7 phone 206.412.6660 S GINCH email LDENGINEERINGLLC mail.com A E ACCO DING Og S��NAL �� 5/20/15 NO, REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY MAPLEWOOD PARK LLC SHEET: OF: LCD 7 10 p'1 I A r Tri _4 z < ' On CD :i< V1 r) �r CD r� C C) 00 s r• CURB RAMP, LANDING, CUT ri f M THROUGH OR WALKWA) M In A 1,60° 240” A a -_. D .__ {� D.$S” — BACK OF CURB ^-r SEE NOTE 2 - t - TRUNCATED DOME C D 0,45” 0.9' __ ..c-2 - 0r9T 14(r _ _ SECTION n £- O.x" } DETECTABLE WARNING SURFACE (DWS) SEE NOTE 3 2'-WWk- >._ TYR OF ALL APPLICATIONS ; SEE STANDARD SPECIFICATIONS FOR f COLOR OF SURFACE / CURB AND GUTTER MATCH TO WIDTH OF^CURB _F TRUNCATED D SPACINc3 i x TRUNCATED DOME DETAILS iA%iia i+ic, "CUT-THROUGH OR SEE NOTE 3 WALKWAY 91M DETECTABLE WARNING SURFACE DETAIL O' OFFSET LANDING -+ CURB RAMP , SEE NOTE a I iI NOTES 1. The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp (exclusive of flares) or the landing. 2, The Detectable Warning Surface shall be placed at the hack of curb,. and creed not follow the radius. 3, The rows of truncated dames shall be aligned to be perpendicular to the grade break at the back of curb. 4, The rows of trunealed drams shall be aligned to be parallel to the direction of travel. 5. If curer and gutter are not present, such as a snared -Use path connection, nection, the Detectable Warning Surface shall be placed at the pavement edge. 6, See Standard Pians for sidewalk and curb ramp details. 7, If a curb ramp is required, the location of the Detectable ble Waming Surface must be at the bottom of the ramp and within the required distance from the fail, 8. When the grade break between the curb ramp and the landing is less than or equal to b ft, from the back of curb at all points, place the Detectable Warning Surfaces on the bottom of the curers ramp, h WIDTH OF LANDING V+iALKWAY - WALKWAY WALKWAY WALKWAY WIDTH OF CUT -THROUGH WIDTH OF CUT -THROUGH U) Q J z iz — SURFACE (DWS) „ ' CURB RAMP ' SEE NOTE +€ -� � � , BACK OF CURB / 2 V MIFF. SINGLE DIRECTION CURB RAMP (GRADE BREAK BETWEEN CURB AND ` LANDING S 5 FT, FROM BACK OF CURB) (SEE NOTE el LANDING DIRECTION OF TRAVEL tx FLARE ; :: FLARE 7 0" '� � '•. DETECTABLE vwRNpNG --�"� �. • �,. BACK OF CURB ` DETECTABLE WARM14G 1 SURFACE( - BACK OF CURB SEE NOTE 2 SEE NOTE 3 SURFACE (TYP } SEE NOTE: 2 CURB RAMP a na WIDTH OF WALKWAY % !/ WALKWAY WARM DETECTABLENG E NOTE SURFACE- SE 3 BACK OF CURB - SEE NOTE 2 SINGLE DIRECTION CURB RAMP DETECTABLE (GRADE BREAK BETWEEN CURB AND SURFACE ( T. FROM K OF CURB ENO LANDING S F OM BAC SE TE E TE a ars NOTE ) CURB RAMP - CURB RAMP WALKWAY LANDING r WALKWAY / f BACK OF CURB - DETECTABLE WARNING SEE NOTE 2 WIDTH OF SURFACE (DWS) - SEE NOTE 3 LANDING PARALLEL CURB RAMP PE (SEE NOTE 4) SEE NOTE 3 WIDTH OF CURB RAMP i -- - BACK OF CURB --* I ' ' SEE NOTE 2 ` 2 - Cr MIN, PERPENDICULAR CURB RAMP 1 f" (SEE NOTE 8) r ISLAND CUT -THROUGH r------ _" WIDTH G, CURB RAMP: ` T WARNINC3 I OR wALKvrA DETECTABLE LANDING, SURFACE (rrP.) - ,' A.4 ,,. SEE NOTE 3 �... �. , � $! � a MEDIAN CUT -THROUGH v OF CURB w BACK n;� . i L r � SEE NOTEz , z. r :: !s' is olz r _ HN WARNING `: o ! ;:� WIDTH OF SHARED- � �� MIS) ; I I USE PATH OR 5487 ! z; m[ _ f' WALKWAY(TYP.)j c�4T ��t3T�'' � 1 � £s j »,•m, A WIDTHOF�UT-THRO GH _. SHARED -USE (TYP.) - PATH OR WALKWAY DETECTABLE WARNING ROUNDABOUT SPLITTER SURFACE r1 13LAND PAVEMENT SHOULDER z EDGE J' I r - r'STANDARD PLAN F A "l RAIL '- in i ' SHEET 'I OF 1 SHEET N. I DETECTABLE WARNING J ? APPROVED FOR PUBLICATION ' PATH OR SURFACE (DWS) waLKWAY SEE NOTES 4 3 5Pasco Sakod Ach Ill MII12 ' .....J.,.,.. ,....1... ......._...•",.--•.SiA'£B iyE3IC)11 F:Nfaitii:ER ._ ..�..._.,._. Mn DESTRIAN RAILROAD CROSSING PLACEMENT GUIDELINES SHARED -USE PATH CON14ECTION °' 'a"g"o'" sh" °"°u”" Of cera o'er' it 010 R-384501 I CHECK FOR COMPLIANCE TO CITY STANDARDS I LD �O D I ",4/� SURVEYED: SCALE: DATE: OSP DF WASy, ��� ESM, LLC As SHOWN VERTICAL: NAND 1988 STREET AND FRONTAGE IMP NOTES/DETAILS HORIZONTAL: NAD 1983/1991 CITY OF 9/10/14 LLC �� DESIGNE LCD MAPLE WOOD PARK CLUBHOUSE FIELDBOOK: ENGINEERING, RENTON PAGE: LAND DEVELOPMENT & GEOTECHNICAL SERVICES 3815 PER COR REVIEW DATED 5/14/15 LCD 5/20/15 5 20 15 DRAWN LCD — 3815 N E 4TH ST, RENTON, WA 105 Harvard Ave E, Suite 106, Seattle WA 98102 37862 ONE INCH DATUM DRAWING NO: O,c•���sT ��� 1 PER COR REVIEW DATED 3/27/15 LCD 3/30/15 3 30 15 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. RENTON, WASHINGTON C7 phone 206.412.6660 S GINCH email LDENGINEERINGLLC mail.com A E ACCO DING Og S��NAL �� 5/20/15 NO, REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY MAPLEWOOD PARK LLC SHEET: OF: LCD 7 10 p'1 I D TI 0 rn 4, Q a t' nC W C7 D �CzC C C rrn= c ci r� z m CnCDD r Tri _4 z < ' On CD :i< V1 r) �r CD r� C C) 00 r• ri M rrl M In D D TI 0 rn 4, Q a t' nC W C7 D �CzC C C rrn= c ci r� z m CnCDD D r 000 F� O ' On CD M ,LjC V1 r) �r CD r� D C) 00 D - M ,LjC D e i i:1 J W '0 L J W J A PORTION OF NE 1/4 OF THE NE 1/4 OF SECTION 16, TWP. 23N., RGE 5E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTION �SEEIINOTE 5 f�/, f! K ,.K IF' 13 A _ t 4, G 4 9.'sts FAD"",r..T s g' OR C .1 9'..,. r F Tr; F1F R ,.Aj - -- 7Ci 'E? A N , /4"R r 'J01f 11 ')V vV) "N O .> I, f:.. T. 1 : ✓ ,E_ y�7 1, 7E R `J1)!t/t .1.°. AJ '�I- �,.v Fr lt:F3 1 , { I ;N F t LL'. HX 1v ;td I,i«.;t" Ah(;,.HAL- BL L ,ctJJW} L' BELOW 1.r" ,,T E_, _N',- SRL' Cl;,i. `:HAU_ <ACPi F.7 AU M A =.LrMi " )Nr f"H::. m"7p` 311t S10r-.&r': ?� t•"�A(:E.., FY.;Aty. .1 is R� r`'.PIL' ..;:T-'(�, T.. ,t4�_ ":�)L%` SH'I'LL H •A i _ A I A! C 1, <E fi kNf ,. + i�'�q'• F-r.#:>-Vf% frt.k:WAL `F;ia"1 [3l. ;_'r.,: Ev i -,T l—k w ..';)P , .:-,.1co"A01,; i�A.NL . E RJ RETE F4fk I _(, a:JEHALE, :;.inL._ CONRF T' Tt^E wE.w, ,LV N _. _._ TI -F CINCR TF "A A%A- A RRCJC'V FJ,3 t '!. AIJ Er `Is ir:: A Z 11� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) LD ENGINEERING, LLC LAND DEVELOPMENT & GEOTECHNICAL SERVICES 105 Harvard Ave E, Suite #106, Seattle WA 98102 phone 206.412.6660 email LDENGINEERINGLLCOgmail.com Ot",Of WAS,y� C� A�- N 37862 `/ ONAL q�4 2 PER COR REVIEW DATED 5/14/15 LCD � 1 PER COR REVIEW DATED 3/27/15 LCD 5/20/15 NO. REVISION BY ' rn �1 r ev 1 w QM • rn 000 ~° 1 rn m CnI J F1, `J1)!t/t .1.°. AJ '�I- �,.v Fr lt:F3 1 , { I ;N F t LL'. HX 1v ;td I,i«.;t" Ah(;,.HAL- BL L ,ctJJW} L' BELOW 1.r" ,,T E_, _N',- SRL' Cl;,i. `:HAU_ <ACPi F.7 AU M A =.LrMi " )Nr f"H::. m"7p` 311t S10r-.&r': ?� t•"�A(:E.., FY.;Aty. .1 is R� r`'.PIL' ..;:T-'(�, T.. ,t4�_ ":�)L%` SH'I'LL H •A i _ A I A! C 1, <E fi kNf ,. + i�'�q'• F-r.#:>-Vf% frt.k:WAL `F;ia"1 [3l. ;_'r.,: Ev i -,T l—k w ..';)P , .:-,.1co"A01,; i�A.NL . E RJ RETE F4fk I _(, a:JEHALE, :;.inL._ CONRF T' Tt^E wE.w, ,LV N _. _._ TI -F CINCR TF "A A%A- A RRCJC'V FJ,3 t '!. AIJ Er `Is ir:: A Z 11� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) LD ENGINEERING, LLC LAND DEVELOPMENT & GEOTECHNICAL SERVICES 105 Harvard Ave E, Suite #106, Seattle WA 98102 phone 206.412.6660 email LDENGINEERINGLLCOgmail.com Ot",Of WAS,y� C� A�- N 37862 `/ ONAL q�4 2 PER COR REVIEW DATED 5/14/15 LCD � 1 PER COR REVIEW DATED 3/27/15 LCD 5/20/15 NO. REVISION BY ' rn �1 C w QM • rn 000 ~° 1 rn m CnI -'3 D 00 R 384508 i CHECK FOR COMPLIANCE TO CITY STANDARDS D 0 M ma' o� D SURVEYED: SCALE: DATE: ESM, LLC VERTICAL: NAVD 83/1 STREET AND FRONTAGE IMP D ETA I LS 9/10/14 AS SHOWN HORIZONTAL: NAD 1983/1991 CITY OF DESIGNED:CITYM A P L E W OO D PARK CLUBHOUSE FIELDBOOK: RENTON PAGE: 5/20/15 5 20 15 DRAWN: LCD - 3815 N E 4TH ST, RENTON , WA DRAWING NO: ONE INCH DATUM 3/30/15 3 30 15 CHECKED: Planning/Building/Public Works Dept. RENTON, WASHINGTON CS LCD AT FULL SCALE IF NOT ONE INCH DATE APPR APPROVESCALE ACCORDINGLY MAPLEWOOD PARK LLC LCD SHEET: OF: 8 10 D'_3�Gl 50,E �' I �`` I I �` I r m 000 ~° 1 �> 0 00 R 384508 i CHECK FOR COMPLIANCE TO CITY STANDARDS D 0 M ma' o� D SURVEYED: SCALE: DATE: ESM, LLC VERTICAL: NAVD 83/1 STREET AND FRONTAGE IMP D ETA I LS 9/10/14 AS SHOWN HORIZONTAL: NAD 1983/1991 CITY OF DESIGNED:CITYM A P L E W OO D PARK CLUBHOUSE FIELDBOOK: RENTON PAGE: 5/20/15 5 20 15 DRAWN: LCD - 3815 N E 4TH ST, RENTON , WA DRAWING NO: ONE INCH DATUM 3/30/15 3 30 15 CHECKED: Planning/Building/Public Works Dept. RENTON, WASHINGTON CS LCD AT FULL SCALE IF NOT ONE INCH DATE APPR APPROVESCALE ACCORDINGLY MAPLEWOOD PARK LLC LCD SHEET: OF: 8 10 D'_3�Gl 50,E �' I �`` I I �` I It W J N OF NE 1 4 OE THE NE 1 4 OE SECTION 16 TWP. 23N.R GE 5E. W. M.) CITY OE RENTON KING COUNTY WASHINGTION A PORTIO t.it1[tt Specifications ALL 3rj' TURNS SHALL BE AGCOMf LISHED ____. BY MEANS OFA WYE AND $5° BEND. TWG I 45' BENDS SHALL NOT BE ACCEPTABLE. 4" BEND AS REQUIRED (NO MORE � WATER PLAN GENERAL NOTES Standard Plan No.. 300 THAN 45' BEND), EVERY 2ND ` 4" CLEANOUT WYE 'WITH / Sanitary Sewer Notes and Specifications CHANGE IN DIRECTION OR GRADE � 4 ,° 86ZANDPLUG. � _�� 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CRY OF RENTON PUBLIC WORKS ' ) LIMITS OF PIPE ZONE WILL REQUIRE A SURFACE IV (SEE NOTE TE I ;'- _ CLEANOUT WYE. I THESE NATES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS LATEST EDRKX+i AS �, _. __.. E_.__._. _.._. .. ..... ............ .; r _ ._ . -. ______.._._..._-_-.____ _ z `z I _ ( AMENDED BY THE CiTY OF RENTON. A SET OF CRY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION ' - ( IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR 1. All work and work material shall be in conformance with the standards and specificationsV-0- A:/ AND OR DEVELOPER SHAL_I. BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. / HOUSE ci ) HOUSE 1 Hr�IJSE t� HGl#sE of the City of Renton Planning/Building/Public Works Department and the latest edition [ rz i ( 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL Xv ° of the WSDOT/APWA Standards and Specifications, as approved and modified by the BEDDING MATERIAL FOR ;- �v I i CALL 1-800-4245555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. City of Renton in the Renton Standard Plans & Specifications. A set of approved plans SANITARY SEWER PIPE � !� � � ! % � 0 . D . O F PIPE: - - - - ------- --- - - -- ---- -� shall be kept on site at all times during construction. SEE NOTE - t --�-- 4" SEWER PIPE P ' \ j, ; E -4" SURFACE (TYPICAL) 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND a. SURFACE CLEAN ; ,"' \ N. , CLEANOUT 4" SEWER. PIPE, SEE NOTES 2 "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CRY OF RENTON PRIOR TO BRINGING ANY y, /� / s"X 6"xs'� W°'F j �'� WYE 4" TEST TEE WITH AND 3. MINIMUM LINE SIZE FOR 2, The hours of work in the street right of way shall be r Ci specifications On weekdays FOUNDATION EE�i"�i (SEE STD LAN - 407j� % PLUG FACE IJP OTHER THAN SINGLE FAMILY Is o" MATERIALS ON-SRE. 9 y per City Pe y f �i,' LLA CLEANOUT unless otherwise approved in writing by the Planning/Building/Public Works Department, ti �� (TYPICAL) PROPERTY UNE 'NYE WITH PLUG` PROPERTY UNE An approved traffic control plan must be obtained prior to beginning any work within �--� �- --- ._ ' MIN. I 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS S2 PER AWWA C 151 AND C PP P P ,._ 6"), 4" REDUCER 0 public right Of way, z r z (TYPICAL; z 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS � %�I PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WRIT 6 -MIL. BLACK, TUBE -TYPE, BEDDING FOR SANITARY SEWER PIECE MAIN SEWER LINE 3. All locations of existing utilities shown are approximate and it shall be the contractor's POLYETHYLENE PLASTIC PER AWWA 0105 STANDARDS. responsibility to verify the true and correct location so as to avoid damage or N0TUS: 1. Prior to irsta€lation of a sanitary sewer ; or,re t'wn, a s de -sewer S. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 104NCH OR LESS disturbance. -"- z f iF THE BUILDING SEWER SERVE a ANY FIXTURE HAVING perp-iit must be purchased from the City of Rerton Public works AND 48 INCHES FOR PiPE DIAMETER, OF 124NCH AND LARGER. MAXIMUM COVER FOR ALL WATER MANS SHALL BE 60 INCHES. xd ELciOO LEVEE. RIMS LOCATED BELOW TatE ELEVATION Department, ANY DEVIATIONS MUST BE APPROVED BY THE CRY OF RENTON PRIOR TO CONSTRUCTION, WHERE UTILITY CONFLICT'S OCCUR, n OF THE NEXT UPSTREAM MANHOLE COVER OF THE 4. A pre -construction conference and a 24 hour notice shall be required prior to starting v PUBLIC SEVER :SYSTEM, A BACKFLOW PREVENTION 2. Types of pipe and fittings that can be used sonitzry sewers THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. z DEVICE SUCH As CLEAN CHECK EXTENDABLE" p f PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SOLE OF PIPE USED. ALL TRENCH U �. shall be approved by the Department o utl c Works. P.ubber or new construction.. It shall be the contractor's responsibility to secure all necessary _ BACKWATER VALVE OR APPROVED EQUAL SHALT_ BE NOTES: ' �. INSTALLEt. neoprene gaskets as specified by the manufacturer, shall be BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST permits prior to starting construction. (Inspection will be accomplished by a 1 m used on Joints. r- ` \\-4" FLEXIBLE COUPLING (FERNCC JR EQUAL), METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDO IN UNPAVED representative of the City of Renton.) It shall be the contractors responsibility to notify 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. z Of 3. A rninirnum grade o€ 2% (1/4" per toot' must be mointained AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MOD. the Public Works inspector 24 hours in advance of backfilling all construction. j 1 with 4" e. in the event a 27 rade ronrc� be ma rtaired, the Pe g 2. HADD TAMP UNDER HAUNCHES. _ sURrAt IEEANC?UT �'.p g z V^ ` 4"x "'x4" WYE owner must sign a City of menton grade relea � tc.-m and then - 4" PIP can install 6" pipe at a grade of 'X 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CRY OF 5. Contractor is solely responsible for the means, methods and sequences of construction 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY PIPING RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORQONTALBENDS, FITTINGS OVER PIPE. ONLY. PLAN 4. For inspection of side sewer, .:gal! �� hours r ad.ance. "'�e and for the safety of workers and others on the construction site. HAND TAMP BUILDING DRAIN FOR inspection phone numbers on the s,ce sewer cerrmt. Site AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL X* TS IN ADDITION TO :-QVv ELEVATION HOUSE must be ready for inspecU,)n and representa.,ve on site when CONCRETE BLOCKING. 4. PIPE INSTALLATION SHALL. BE PER SECTION 7-08 OF THE inspector arrives at appointed time. S de sewer Clic stub shall 6. It shall be the responsibility of the contractor to obtain street use and any other related STANDARD SPECIFICATIONS, be tested per City specifications Make the connection at tI;e house. Do not backfill the ditch urt:i appro�oi ,s giver: by the 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, permits prior to any construction. T € 5 p- pp I MAIN 0 PROPERTY UNE 5 0ins actor. Final approval will be grunted 'ter the existing septic 5. PIPE ZONE MATERIAL SHALL BE GRAVEL BACKFILL FOR DRAIN_; PROPERTY _INE FROM THE HOUSE BUILDING DRAIN, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE tank has been pumped nut and .,ied w",n said AS SPECIFIED IN THE AGGREGATES SECTION OF THE=. STANDARD SIDE SEWER BUILDING SEWER z - , ;'i' SUPERVISION OF A CRY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, 7. Plans approved by the City of Renton, Public Works Department shall take precedence SPECIFICATIONS OR. PEA GRAVEL. � � S--0"MIPt. I } U 3 g 5- Install side sewer with 2* m"nimum -_over. 18" cover is allowed CORPORATION STOPS, SLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO ! at the house " outlet. is shallow. CONNECTION SHALL BE MADE BETWEEN THE NEW MAiN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAiN UNTIL over all other plans.. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW �, _ -ti THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. LINE IS MAINTAINED. 6. if side sewer stub is not avadoole. The owner sham be I �t responsible for its installation, per stor:dard drawing 406.1. All 8. A copy of these approved plans must be on the job site whenever construction is in 7, TRENCH WIDTH SHALL BE PER SECTION 2-fJ9.4 OF i HE v� C , z m a> �� X A T work within street right-of-way sho€ be care by a icensed and o rt p z "„ ^� ? T z bonded contractor. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING progress. STANDARD SPECIFICATIONS. z m2.1 x �' 'n o X PRESSURE WITH A MMIIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF S PSN PRESSURE DROP DURING m� �zc r?rn A �' . All work shall be accomplished in occcrdonce with the Washington m r �, o ` r' z ; > 7' n THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, 9, The contractor shall provide the City of Renton with an as -built drawing of the sanitary r 0,;3 r _ x Industrial Safety and Health Act. (wlsHA Z m ; T, ' T �; AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. sewer system which has been stamped and signed by a licensed professional engineer a Z r fl All trench restaretion F�,r side sewers in t e pu�€it right-of-way _ r A p ➢ C, ,EJ T C, ? trench rest ret on Or licensed professional surveyor. T o - Z m' z shall conform to the most current p y m C, reauirernents as in the Penton, Standard Drawings 9. THE CONTRACTOR SHALL NOTIFY THE CiTY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING ��a z z DAYS PRIM TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER 10, Backfill shall be placed equally on both sides of the pipe in layers with a loose average o rn z 1 `3. All building sewer and side sewers shall. nave Deeding i-MAINAND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR x n 6, o accordance with standard drawing 405. depth of 6 inches maximum depth of 8 inches thoroughly tamping each layer to 95 > -a m THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE AND t , "p 10. There shell be a rr,inir ,am 10 too*. horizcntai separation between ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTIOK TO THE EXISTING WATER SYSTEM. THE percent of maximum density. These compacted layers must extend for one pipe � rq sanitary side sewers and water services and n lrimum 5 +oat CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLACKING, AND COMPLETE SURFACE RESTORATION. r horizontal separation between sanitary side sewers and gil other diameter on each side of the pipe or to the side of the trench. Materials to complete thern > Utilities. fill over pipe shall be the same as described. ;ALN_ FOR LOCATIONS BEFORE i0DIG 48HR LOCATORS 1-800-424-5555 11. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted unless otherwise approved by STD PIAN- 300 0 4 STD. PLAN -- 405 TYPICAL BUILDING SEWER STD• PLAN - 406•2 c"> PIPE BEDDING --- PUBLIC WORKS E T ---------------------- ---- - -- -- . ry- +�C 13 iC �hUE��•;:: WATER P�..API hC'TE� t PUBLIC CORKS ___.____.______ ___.__.____________ _ __ _ * j FROM PROPERTY LIN O + -- -x Lf,I' trfl�,N I I DEPARTMENT FOR SANITARY SEWERS' DEPARTMENT BUILDING CONNECTION I " SEPTEMBER 2012I �I?C,IT 2010 OCTOBER 2012` f Utility Specifications Specifications Water Utility Notes and Specifications PROPERTY LINE ----RECESSED THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WATER UTILITY. LIFT POCKET a - ----� FUTURE 1. All work material shall be in conformance with the standards and specifications of the 6" BUILDING SEWER /PIPE -I BUILDING SEWER 2'-O" ._.._ _._.. � --� --. Via" -"- 11 N.C. SOCKET HD 2 A. C. .�._...._.,_,____City of Renton Planning/Building/Public Works Department and the latest edition of the 12. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for - SCREW 1 Y4" LONG __ 1� j WSDOT/APWA Standards and Specifications, as approved and modified by the City of \-TEE�,.• (BRONZE OR s.s.) Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise z - 2% 4" STUD MARKING POST PAINTED Imo� � Renton in the Renton Standard Plans &Specifications, A set of approved plans shall be WITH 6" SIDE OUTLET -' '-6"X6"X6" WYE WHITE WITH THE WORD "SEWER" STENCILED �KA approved by the City of Renton Public Works Department. Reference benchmark andSURFACE CLEANOUT WITH ,,, � 8':"`M kept on site at all times during construction. ry CAST IRON RING & COVER IN � HIGH BLACK LETTERS AND #6 WIRE i' �U,x 2" RAISED PADS elevations are noted on the plans.w WRAPPED AROUND THE STUD AND (EAST JORDAN IRON WORKS EXTENDED TO THE TOP OF THE STUD. I .•. 1� - 297.5 OR APPROVED EQUAL, � � � � , ,� -� � � 2. The hours of work in the street right of way shall be limited to 8:30 AM to 3:30 PM on SPECIFY "SEWER" ON LIDOR (" \ I weekdays unless otherwise approved in writing by the Public Works Department at 13. All disturbed areas shall be seeded and mulched or otherwise stabilized to the SEE STD. PLAN 4fJ3.1 FOR rte`. f 6" SIDE SEWER AND BUILDING SEWER `� �` 8„ L,ONCRETE satisfaction of the Department for the prevention of on-site erosion after the completion INSTALLATION) _ _ - CLASS 3000 i \- SAND OR (425) 430-7301. The Police Department, Fire Department, and 911 shall be notified 24 of construction. �, EXPANDABLE hours in advance of any work in the right of way. ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN � FOAM 14. All pipe and appurtenances shall be laid on a properly prepared foundation in UNITS ARE As FOLLOWS: 12 12 y4„ I 3. All locations of existing utilities shown are approximate and it shall be the contractor's accordance with the standards and specifications of the City of Renton A. VITRIFfED CLAY MAIN - UT IN AES USING SECTION SEWER MAIN WITH 14 �-WATER TIGHT responsibility to verify the true and correct location so as to avoid damage or ��� Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA (FERNCQ OR APPROVED EQUAL)"f�„ j disturbance. For utility locates call 48-hour locators 800-424-5555. Standards and Specifications, as approved and modified by the City of Renton in the B. CONCRETE MAIN -- CECT IN A NEW SECTION OF SEWER MAIN WITH „ Renton Standard Plans & Specifications. This shall include necessary leveling of the A NEW TEE USING FLEXIBLE COUPLINGS -- . - _r 4. An roved Traffic Control Plan is required to be submitted at the Pre -Construction P rY 9 � � - � � �° c1 /s} BEND --�,� PP trench bottom or the top of the foundation material as well as placement and (PERNCO OR APPROVED EQUAL). " g. �•. meetin compaction of required bedding material to uniform grade so that the entire length of c. PVC MAIN - CORE -DRILLED WITH A RQMAc SADDLE (0R APPROVED „ '" ' EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS. 1 Y4. f4 { the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be ,j�„ �� ti ' 5. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for pea gravel 6 inches above and below the pipe. D. DUCTILE IRON MAIN - CORE-DRILLED IITH A ROMAC SADDLE (OR 1 r „ � `�� Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise �- �`� � approved by the City of Renton Public Works Department. Reference benchmark and 15. Sanitarysewer pipe shall bepolyvinyl chloride PVC rubber asketed ASTM D 3034, E. MANHOLE CONNECTION - ALL CONNECTIONS 10 MANHOLES SHALL BE I 2" elevations are Hated on the fans. P P (PVC) 9 AT MANUFACTURED KNOCK -OUTS OR THE ----__-__ ----- P SDR 35, or ductile iron class 50, unless otherwise approved by the Wastewater Utility. STRUCTURE SHALL BE CORE -DRILLED. I� [ 12 y4'{:. E. All watermain pipe is to be cement lined ductile iron pipe conforming to AWWA C110 16. In unimproved areas manhole to extend minimum 6 inches and maximum 12 inches r- 60 ALLOWABLE MAX. and C111 or latest revision thickness Class 52. Cement mortar linin and seal coating P J FOR CAST IRON PIPE 14" GJ 9 9 above finished grade or must have minimum 2' diameter concrete ring poured at grade. OR DUCTILE IRON PIPE.,�� ��.� shall conform to AWWA C104 or latest revision. Pipe joints to be push -on or mechanical In paved area, cover must slope in all directions to match paving.: MIX'S' /TMST !ROH RING AND r'O�fER joint. Bedding to be Class C. All ductile iron pipe and fittings shall be polyethylene �� G�C� - �` Q PIPE MATERIAL AS SPECIFIED wrapped per ANSI/AWWA C105/A21.5-93 Standards. S 384502 CONCRETE P p _J BY THE ENGINEER PPI'- BLOCKING P�c� �.</ 2% MIN SLOPE 7. Cast iron and ductile iron fittings shall be cement lined, pressure rated as noted on _ plans, and in accordance with ANSI/AWWA C110/A21.10-87. Cement lining shall be in 7 71 HORIZONTAL � �` s SIDE OUTLET TEE accordance with ANSI/AWWA C104/421/4-90. If fittings are 3 to 12 inches in diameter -SEWER I and have mechanical joints, the fittings shall in accordance with either ANSI/AWWA 6„ MIN. MAIN SEWER MAIN .� C110 -A21.10-87 or ANSI/AWWA C153/A21.53-94. Three (3) inch to 12 inch diameter • ��__ fittings, which have mechanical joints and/or flanged joints, shall be in accordance with OF TEE - TE BLOCKING ANGLE 45�� /a} BEND TYPICAL SIDE SEWER ELEVATION ANSI/AWWA C110/A21.10.87 or a combination of ANSI/AWWA C110/A21.10.87 and 384509 TE AT MAIN OVER ANSI/AWWA C153/A21.53-94 such that the portion of the fitting with a mechanical ELEVATION NOTES: joint(s) may be with ANSI/AWWA C153/A21.53-94 and that portion of the fitting with 1. 8" AND 6" CLEA.NOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. flanged joint(s) shall be in accordance with AWWA C110/A21.10-87. Acceptance testing NOTE: No. 3698 OR EQUAL. CLEAN OLIT SHALL BE A, WATER TIGHT ASSEMBLY. in accordance with section 53.53 of ANSI/AWWA section 10-4.3 of ANSI/AWWA UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE C110/A21.10-87 shall be obtained by the contractor and transmitted to the owner. A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER 2. IN UNIMPROVED AREAS, PQI.JR A V-0" THICK, 2'-0" SQUARE THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. 8. Gate valves shall be iron body, bronzed -mounted, double disc with bronze wedging device and O-ring stuffing box (AWWA C500) or of resilient seated type (AWWA C509). 071�1, BTD. PLAN - 409.1 r: PUBLIC WORKS 8 CRR 6 INCH GLEAM -OUT CHECK FOR COMPLIANCE TO CITY STANDARDS STANDARD SIDE SEWER STD• PLAN -- 405.1 DEPARTMENT I FOR SANITARY SEWER MAINS'►PUBLIC WORKS DEPARTMENT INSTALLATION SEPTEMBER 2011 z(SEWER MAIN TO PROPERTY LINE) JANUARY 2015 384502 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) LD ENGINEERING, LLC LAND DEVELOPMENT & GEOTECHNICAL SERVICES 105 Harvard Ave E, Suite #106, Seattle WA 98102 phone 206.412.6660 email LDENGINEERINGLLCOgmail.com '�Y' D I FRS' V �I 4�Q' � of wAsy/ly N 37862 �o1sTE�° �ONAL �� 2 ^PER COR REVIEW DATED 5/14/15 � 1 PER COR REVIEW DATED 3/27/15 5/20/15 NO. REVISION SURVEYED: ESM, LLC DESIGNED: LCD LCD 5/20/15 5 20 15 DRAWN:LCD LCD 3/30/15 3 30 15 CHECKED: LCD BY DATE APPR APPROVED: LCD SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. WATER AND SEWER NOTES/DETAILS MAPLEWOOD PARK CLUBHOUSE 3815 NE 4TH ST, RENTON, WA RENTON, WASHINGTON MAPLEWOOD PARK LLC SHEET: O0 10 NIh1I\IN.I A. DATE: 9/10/14 FIELDBOOK: PAGE: DRAWING NO: C9 C -- W - 33501 CD: 5-3$8502 Cf): (Z- 394 5o1 U - D cn r1 z71 c� G D C 2 7 CD > CD � O �:;A C ® Q 00 CD O 00 � •P !o 0 D ,53 o Nz m M M 0 cn r c� G D 000 O CD o�� O CD > CD � O �:;A tQ N � r� 00 CD O 00 � •P !o 0 cn It D 000 `-' O �O CD o�� O CD O 00 ° cn D n ° M !o 0 D ,53 o m m Cn F_ W 0 L W Q A PORTION OF NE 1/4 OF THE NE 1/4 OF SECTION 16, TWP. 23N., RGE SE., W.M., CITY OF RENTON, KING COUNTY, WASHINGTION A Utility Specifications PLAN N v;. L Af Valves shall be designed for a minimum water operating pressure of 200 psi. Gate ., Ir, I..-,1,11.. valves shall be Clow List 14, Mueller Company NO. A2380 or M & H. ✓y 1. t TR '.1�'d �' .. r r r' {�.n E , _ { I..,: I 9• Fire hydrants shall be Corey type (opening with the pressure) or compression type (opening againstpressure) conforming to AWWA C-502-85 with a 6 inch mechanical > joint inlet and a main valve opening (M.V.O.) of 5-1/4 inch, two 2-1/2 inch hose nozzles ;; r 81 ,,f �, a with National Standard Threads 7-1/2 threads per inch and one 4 inch pumper nozzle / r. f '—l." ifs , with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads: outside pool / diameter of male thread 4.875 and root diameter 4.6263. Hydrants shall have a 1-1/4 '��- 'EE L)E " encPen 9n operating gnut opened by turning clockwise (left). r —.— — ; M r, teI' % (f. s%, 3t,�" J { . — VEP ,, �; rx 10, The two 2-1/2 inch hose nozzles shall be fitted with cast iron threaded caps with operating nut of the same design and proportions as the hydrant stem nut. Caps shall a NI i H P Ya. I I.:.v,po�,c,F be fitted with suitable neoprene gaskets for positive water tightness under test „;pressures. _. .'; W I._.JrP ,_....._ I ? E YA a ll. The 4 inch pumper nozzle shall be fitted with a Storz adapter, 4 inch Seattle Thread x 5 .. ........E 1 } , IJE, i�JJ` PY/ 2"TiV Y{ .t 'rA, f_/, fr 0F" ` •! inch Storz. Storz adapter shall be forged and/or extruded 6661-T6 aluminum alloy, A r hardcoat anodized. Threaded end portion shall have no lugs and two set screws 180 ,.X�, I{d<. 'Ojp�ra . __I rr. degrees apart. Storz face to be metal, no gasket to weather. Storz cap to have synthetic molded rubber gasket, and shall be attached to hydrant adapter with 1/8 inch, coated, stainless steel, aircraft cable. 12. Fire hydrants shall be painted with two coats of paint. Preservative paint number 43- 655 safety yellow or approved equal. _- - ViATER -P-IN NUT 13. Pumper connection to face roadway assembly. rr� ff�� t- p Y f � .3 ;._ n ! j'•,. ' L f'� � P.,i � i`; �, , f t' ^- I -- L V74; rJL I I0"N' JL; r 14 I ; E. L 14. Fire hydrants shall be installed per City of Renton Standard Detail for fire hydrants, latest revision 4 15,ntain a minimum cover of 36 inches below r { All watermains 10 inches and smaller to mai l `Dfinish grade. All watermain 12 inches and larger shall be at a minimum of 48 inches l� S fzGT �, a�-'fkiIJ L C ow anis grade. Where utility conflicts occur, watermains are to be lowered to clear. sfi�} �'t�cT�,3 !ill bel finish g d , { J � �' i r r . , _......_ _ _. i 16. All watermains 6 inches and larger in diameter shall be cleaned with pipe cleaning "PIGS” prior to disinfection The "Poly pigs" shall be Girard Industries Aqua Swab -AS o n E o m w� rome er ure ane ru r coa h. E _, al, 2 ib e s a t A du t t t g �:r,Jr ,,:.. B •_, .�:=1_ _ - ---' - d tY f h 90 .._ AF; t F ,, . ,f „ �iv:l: 7 i ,,. _1i0iq, "PIG" l Y V11't on the rear of PIG only. _. ,. - , ,,..� 1 l approve equ cu n ' :" h .y' - . ;C ( VAIN ,`'��, --JAL tip_.' s)11'! , Sid_t., �'V F�• F,. � - - 17. "PIGS" shall be cylinder shaped with bullet nose or square end. The contractor will . aperform the cleaning operation. --- --� 18, All watermains and services shall be pressure tested to a minimum of 200 psi or 150 psi over operating pressure, in accordance with the specifications of the City of Renton and lEP,r,,_:r-::' {_IBJ the Washington State Health Department. All pressure testing shall be done in the presence of a representative of the City of Renton. The quantity of water lost from the main shall not exceed the number of gallons per hour as listed in City of Renton ` STD. PLAN — 300.5 LAN — 30.1 -DL;3_ C �� < , t_ VALVE B OPERATING STD P 3 :;©NNECTiON TO WATER MAIN CUT �.J s BOX, MARKER & _ ,., �._� ; , IN-LINE TEE &ONE VALVE �.. __� ._......... .......� ,'" NUT EXTENSION tI .., r ar; x Utility Specifications Standard Plans & Specifications 7-11,3(11). The loss in pressure shall not exceed 5 psi during the 2 hour test period. 19. All watermains and services shall be disinfected by the injection of a 50 ppm (minimum concentration) chlorine/water solution. Dry Calcium Hypochlorite shall NOT be placed in �the pipe as laid. Chlorine shall be metered/injected in accordance with Section 7- k >a 11.3(12)E or 7-11.3(12)F of the Standard Specifications referenced above. �42— . ., 20. A pre -construction conference is required prior to any construction. A minimum of five :.a.., (5} working days notice is required for scheduling. �{-I'- , � , r��crI I �Y 21. Twenty-four (24) hours notice will be required prior to starting new construction. Al _.._. _ 22, contractors responsibility to secure all necessary permits prior to starting :�,, � r shall be the s , It J -�.,� r � � � � _. � X construction. , J e .. _ J F � 23, Installation of corporate stops, water services, lines and meters shall not be done until all service agreements, meter applications, construction permits, and payment of fees ....... ........... ... ................................... ............ . i R r A I t __.r� f E F cs._._ � I , :[• HPI _ )N f � L AND IJr V4NV R,` � R TI � •L e have been made to the City of Renton. _.................. _....... ---.....................................................------..__...._. .............. _.. _...... . FIRM, �',P.i' CJrlf , CCW ,<. 'f FPI & CRAB f.. ✓ -------- ----- 24. connection to existing mains is to be accomplished by the City of Renton, except wet [ :s' ? fdi3 11 1 ,r.> j .1C �. REND 4` 83END „r. /' e C' . f i� f -� .- � T� „ K i I, �.� ..;:..� _.,; .._� � , . , , ,1 ; .,... {, � s PLO(, ,.. 1.-2 taps, which may be made by approved wet tap contractors with prior approval from the -- -- BEN 3f:` -.!s tiFNC � AP INC TEL /uxl 1, i r `" A ' :.. 2 , -,, n materials re to be supplied b 4.2 I P�,J I<<a :{: '.,h, r �:- Public Works Department. All necessary excavation and mate a a ....................._............... PP Y ....... .. ....3,,. .............. .._ ..., s r 8. 6. ti 1 , 4 { ' } a. - { the contractor and be on-site prior to Ci notifications. n z { r._ .,.. 11£ F2 , F. a _ < G. v 4. C ; 14. C �5. 5 { T I h 1 M r .,' P ( t 1.. -. , r. til` 1' D G' 3 ;r PSI ''I.,ST PP UIR t' i"t'' !Il^ ,P'r:R � vYA PMAfN LESS PIAF Ii" .�• .;;" MJN, ","'VIER FGR', ���.,�,>��,r: 1 ON C,R�' � r. 25. Inspection will be accomplished by a representative of the City of Renton. It shall be 'M,AX, i DI ;T 0,F B' (i, X F 1 0,', , >[ P TR�r, the contractor's responsibility to notify Development Services twenty four (24) hours in tkli, HEIGHT OF rH .v =LOo._ I construction. The contractor, as well as the engineers, shall .. _. advance of backfilling al r keep as -built drawings. 26. Contractor to provide plugs and temporary blow -off assemblies for testing and purity ' acceptance prior to final tie-in. J L '_'(_,NNEC D /I 27. All joint restraint systems (shackle rods, nuts, bolts, etc.) shall be as manufactured Y ._..,.. f_.._.____.... ,, ,, the Star Manufacturing Company of Columbus Ohio, or equal, approved in writing by the Public Works Department. 3 ' =C ` J -- —'-- 28. Asphalt and concrete street paving shall be sawcut to a minimum depth of two (2) J; _ 'A; _ l,NA I _ �E inches. tail mat streets may be spade cut. All surface concrete, pavement, sidewalks, 1 ! curb utters, and driveway approaches shall be sawcut to a minimum depth of two 2 �- inches or removed to an existing expansion joint. AFTER ALL D F11'- fr`i _ k r� 29. A temporary cold mix asphalt patch shall be placed on the day of initial excavation with ANT) f r r I V [; K f r AND , , _ a permanent, sealed patch to be placed, to City of Renton policy, within 10 days. Call for subgrade inspection prior to placement of final patch. Il AND — t; F,I_ t,'rJ G FOP r,IF,: HA,,N, L'LrAM T ? AND R S,&i : IFS NO 1E, r` 'rMADEr 30, t, A BI ,,, IRON For City projects such as telemetry conduit, the PVC pipe used shall be A chemical �. N L 13-ia.:G;<,,,., W6,_� BE ' .,, r_ {3 Ls,: t, ,r, JL ,_[3 v.,N E ".,kUlJrvr1 rt r , E L .' , iHAL f t J ,AL ,E �IiA _ BE r-: S3J_f 0Fr ;P f process lines shall be schedule 80 PVC pipe. Schedule 40 in unimproved areas and iii POUROD 1. -',;,. �- Ii_ ^FL.. f{ �., P I .E T ,,:`_; .F. t�:l _ILr {'':> t. Ew:�; rl`i "� �. L ...�. s _ __,`. _L F _ RO T EiU Y.� L E _ `3f'r K :_EC l.: N nC - 1i, _FES I pi' I [ 9 ! II • NATEk J P i r >�, ,L1 0(.'(A,k AF �:�,4_t: E s,.> r.r� : rdC�tl_; E_ t,F;.�P .�>,s �,I �r��-r_ ��fxsi z r schedule 80 PVC pipe under improved areas. :Pht�L �t: J,� PL.. ..R TIiAi. Tt L _XiI.t, Ui,4,v. 3. P 01 '1CY T; P ON `C?._.;" C''EME J _'r•<E 5TEEL I_i;N 4.;u T iA t FRT fir' �)'a ,"JWF:(TIOR '1 A ' N ` i'itiC;. r.; �z �,,.. ;i'ti: %I PE.tF.. :;.I AJP•a:, 'I.€: `�:� at,_ F .'I?iiy .� C r,; =_p b. _NT -SDP SI4ALf ,,'T, _,. F lh.il VERIFY ?, F �)t :l� L �P iI.�T r3L YI _ 1a ,l a Ai_ G'1V-N E Tip€ L1`d" :f r D' Ire :1 RT _� I FI9 d ''E 3L.(, r f:} r I !`;T , OVER, 0R EN GSE Rt_L LEND -0!N T f :L -c ?K t L ,Nt ` ¢ _ f f LAEJf.EtE1 CES`. ':) r"_T' Lr,P, S S4if.__ E� s f';'J?U[ D. 1;F A.T JF- .:}W: `H O" Itz;iJTA;. ,.^J.; fT Tlr:s- { f -i PA..d, S T i.il. .;r.. ..;�F: t' '�at,l L , �.' w. M THE 'a.` .,�. J,dL' T,CJha r, 'HE. APPN i,4d 6: AITH r),I, `L,E d.. AM) C Jl.. ' _ CONCRETE BLOCKING FOR STD. PLAN -- 330.2-i CONNECTION T© WATER MAIN WITH � PLAN 300.1 w�{" .......... ,� y-;;.„ '-� � 3fig � -� 'S .. . ....................... + + ,.; �:"r HORIZONTAL AND DOWNWARD + + ,, V..:.�:r � TAPPING TEE &VALVE rJ` VERTICAL BENDS 'Yp;n ?C Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) L D ENGINEERING, LLC LAND DEVELOPMENT & GEOTECHNICAL SERVICES 105 Harvard Ave E, Suite #106, Seattle WA 98102 phone 206.412.6660 email LDENGINEERINGLLCOgmail.com R-384510 I CHECK FOR COMPLIANCE TO CITY STANDARDS I P F WAS W-384503 SURVEYED:ESM LLC SCALE: �o ti, HORZONTAL:NAD D1983/1991 WATER NOTES/DETAILS %kp DESIGNED: AS SHOWN i CITY OF L LCD MAPLEWOOD PARK CLUBHOUSE DRAWN: RENTON 2 PER COR REVIEW DATED 5/14/15 LCD 5/20/15 5 20 15 LCD 3815 NE 4TH ST, RENTON, WA A � ONE INCH DATUM o,<• � � o \�� 1 PER COR REVIEW DATED 3/27/15 LCD 3/30/15 3 30 15 CHECKED: Planning/Building/Public Works Dept. RENTON, WASHINGTON G �^_ AT FULL SCALE /0`��v 5/20/15 IF NOT ONE INCH NALNO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY MAPLEWOOD PARK LLC bl. 3a is 10 DATE: 9/10/14 FIELDBOOK: PAGE: DRAWING NO: C10 SHEET: OF: 10 10 N > M l CnO `—' O m en O T^ \ 1 � r CD 1 bd 00 O C Cn D 0 > tit l CnO `—' O o O T^ \ 1 � r CD 1 bd 00 O C Cn 0 1 �T O rr En A PORTION OF NE 1/4 OF THE NE 1/4 OF SECTION 16, TWP. 23N., RGE 5E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTION CITY OF RENTON CONTROL NO. 1502 = BRASS DISK WITH PUNCH IN CONCRETE IN MONUMENT IN CASE AT THE INTERSECTION OF NE 4TH ST. AND MONROE AVE. NE 3 0 W 0 0 0 N 0 c N N I C o I O U N � N c a En I --- Lo 0 0 0 0 00 0) / a I' r7 E 14- a� Lo L r- �o � N d N E CriLo i� o 0- 1607.95' OLYMPIC IPE LIN , MAR ER POSij ,9 GAS STAND ,74.4 ` PIPE w CON R I a " APL 0 POWER TOWER CONCR BASE .� SDCB # 6996 -RIM = 407.10 I.E. = 405.08 6"0 CONC (N) I.E. = 404.90 8"0 CMP (S) lb A 407. a5 4a )7.13 • � 1� OD D PARK "MENTS" 0 U-) w T SSMH #X059 NE 4TH AVE GZ SDCB # 6926 SYMBOL LEGEND SSMH # 7063 SURVEY CASED MONUMENT (AS NOTED) RIM = 425.76 = 403.89 SURVEY TEMPORARY BENCH MARK S89"06'06" 2648.09' {- SURVEY MARKER (AS NOTED) I.E. = 424.11 1, E. = 423.91 ■ SURVEY HUB & TACK CPP (E) 0 SURVEY BRASS CAP 12"0 Gv GAS VALVE 561.02' W CPP (W) ® ELECTRIC METER -Q- POWER POLE +`-- POLE ANCHOR ^��' ti� ® POWER VAULT - LUMINARE © POWER TRANSFORMER �• �• ti`s' tio' ARB SANITARY SL-WER MANHOLE 412.84 STORM DRAINAGE CATCH BASIN X21.69 E6 STORM YARD DRAIN 426.39 426.99 P 72 STORM DRAINAGE MANHOLE SCALE: lit= 40 ❑ TELEPHONE RISER 8„ o BOLLARD OR POST 40 20 0 40 s0 = SIGN m UCR WATER MANHOLE D4 WATER VALVE ,Q FIRE HYDRANT ® WATER METER d FLAG POLE WHEEL STOP HANDICAP PARKING CONCRETE ® BUILDINGS - CARPORTS _ opo ROCKERY SPEED BUMP • X X WIRE FENCE CHAIN LINK FENCE - WOOD FENCE = - P P P -- BURIED POWER MARKINGS W BURIED WATER MARKINGS - D BURIED STORM MARKINGS ; C BURIED CABLE/TEL MARKINGS 3 0 W 0 0 0 N 0 c N N I C o I O U N � N c a En I --- Lo 0 0 0 0 00 0) / a I' r7 E 14- a� Lo L r- �o � N d N E CriLo i� o 0- 1607.95' OLYMPIC IPE LIN , MAR ER POSij ,9 GAS STAND ,74.4 ` PIPE w CON R I a " APL 0 POWER TOWER CONCR BASE .� SDCB # 6996 -RIM = 407.10 I.E. = 405.08 6"0 CONC (N) I.E. = 404.90 8"0 CMP (S) lb A 407. a5 4a )7.13 • � 1� OD D PARK "MENTS" 0 U-) w T SSMH #X059 NE 4TH AVE GZ SDCB # 6926 "MAPLEWOOD PARK " ' SIGN WITH APARTMENTS" O BUCKY LIT SIGN RECE TACLE BOX CONDUIT IN O 18' DECORATIVE FLAGS F R ELECTRIC SDCB # 6925 4 6 STACKED WOOD O0 ASPHALT v� O RIM = 426.98 NAILED. 5' TO 0.8' TALL U) m I.E. = 424.34 10"0 PVC (N) �zp ���,�.� m ot I.E. = 424.83 8"0 CMP (S) 0 L� w MLp o co ' o: C7 W SDCB #6861 TYPE 1 RIM = 411.11 I.E. = 408.36, 6"0 PVC (E) I.E. = 408.08, 12"0 CPP (S) _crr,-o ltsflcn •rvor i cni in i in CITY OF RENTON CONTROL NO. 1503 = COPPER PIN IN CONCRETE IN MONUMENT IN CASE AT THE INTERSECTION OF NE 4TH ST. AND UNION AVE. S. CB # RIM = 412.5 MID CHANNEL = 405.53 SSMH # 7063 RIM = RIM = 425.76 = 403.89 CHECKED BY: S89"06'06" 2648.09' RIM = 419.63 MID CHANNEL = 413.58 6"0 PCV (N) I.E. = 424.11 1, E. = 423.91 10"0 PVC (S) 12"0 CMP (E) 12"0 CPP (E) I.E. = 405.10 12"0 CPP (S) j� 561.02' W CPP (W) W CURB & G*,R ��' � ^��' ti� °°� �'� ,�0 74'�`� 4X6 STACKED WOOD °' '`' `�• �• �• ti`s' tio' ARB & NAILED. 0.5' TO 0.8' TALL 412.84 X21.69 422.64 425.82 426.39 426.99 P 72 7-4II-3.91t!� i 2 12" 10" 420.90 8„ u (� "MAPLEWOOD PARK " ' SIGN WITH APARTMENTS" O BUCKY LIT SIGN RECE TACLE BOX CONDUIT IN O 18' DECORATIVE FLAGS F R ELECTRIC SDCB # 6925 4 6 STACKED WOOD O0 ASPHALT v� O RIM = 426.98 NAILED. 5' TO 0.8' TALL U) m I.E. = 424.34 10"0 PVC (N) �zp ���,�.� m ot I.E. = 424.83 8"0 CMP (S) 0 L� w MLp o co ' o: C7 W SDCB #6861 TYPE 1 RIM = 411.11 I.E. = 408.36, 6"0 PVC (E) I.E. = 408.08, 12"0 CPP (S) _crr,-o ltsflcn •rvor i cni in i in CITY OF RENTON CONTROL NO. 1503 = COPPER PIN IN CONCRETE IN MONUMENT IN CASE AT THE INTERSECTION OF NE 4TH ST. AND UNION AVE. S. CB # 10145 # 10265 DESIGNED BY: RIM = 408.55 = 403.89 CHECKED BY: I.E. = 405.63 6"0 PCV (N) I.E. = 405.10 12"0 CPP (E) I.E. = 405.10 12"0 CPP (S) I.E. = 405.09 12"0 CPP (W) SDCB # 10146 RIM = 408.46 I.E. = 405.31 12"0 CPP (N) I.E. = 405.62 6"0 PVC (S) SDCB # 10264 RIM = 404.21 I.E. = 401.68 12"0 CPP (N) I.E. = 401.79 6"0 PVC (S) SSMH # 10266 J RIM = 405.63 MID CHANNEL = 395.48 a I.E. = 395.68 (W) HCR CITY OF RENTON BENCH MARK NO. 478 = BRONZE PIN IN CONCRETE IN N89'05'02"W 220.00'1U FOUND 1 /2"BRASS MONUMENT IN CASE AT THE INTERSECTION OF SE 2ND PL AND UNION AVE S SHINER ELEVATION = 391.016 FEET NE 3RD AVE "DMP INC" NO. 1503 = BRONZE PIN IN CONCRETE IN S 8'04'47" E 93.fi7' IS 22962" CITY OF RENTON CONTROL SDCB #6845 S - ---- MONUMENT IN CASE AT THE INTERSECTION OF NE 4TH ST. AND UNION AVE. S. RIM = 369.69 0 ELEVATION = 401.02 FEET I.E. = 367.49, 10"0 � CMP (E) I.E. = 367.59, 10" CMP W HCR SET TEMPORARY BENCH MARK ON SITE, ESM #105 PK AND WASHER AT THE WEST END OF THE CUL-DE-SAC OF NE 3RD CT. C QTY OF ELEVATION 400.58 FEET U7, MR RENTON IRB ® Gi I AL N "3f 98' .a 1) ORIGINAL.*W BASED ON 2005 ALTA/ACSM LAND TITLE SURVEY. LEGAL DESCRIPTION, EASEMENTS, COVENANTS, --- - - CONfliT#M "AND :RES'TRIG"IMS ARE FROM CHICAGO TITLE INSURANCE COMPANY EXTENDED TITLE POLICY NO. 1360612, DATE UNKNOWN. ESM CONSULTING ENGINEERS WAS NOT PROVIDED WITH AN UPDATED TITLE REPORT AT THE TIME OF THIS SURVEY. IT SHOULD BE NOTED THAT IN PREPARING THIS SURVEY MAP, ESM CONSULTING ENGINEERS, L.L.0 (ESM) HAS NOT CONDUCTED AN INDEPENDENT TITLE SEARCH NOR IS ESM AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN ON THIS MAP. ESM HAS WHOLLY RELIED ON THE ABOVE REFERENCED TITLE REPORT TO PREPARE THIS SURVEY AND THEREFORE QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS . TO THAT EXTENT. THE TITLE POLICY SCHEDULE B OF EXCEPTIONS WAS EXAMINED SPECIFICALLY IN THE AREA ABOVE, AND NOT THE ENTIRE SITE. 2) THE PURPOSE OF THIS SURVEY WAS TO PROVIDE UPDATED INFORMATION FOR THE EXISTING CONDITIONS IN THE AREA PICTURED HEREON FOR ENGINEERING DESIGN PURPOSES. 3). UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THE SITE. UTILITIES DEPICTED ARE FROM VISIBLE SURFACE INDICATIONS AND A THIRD PARTY UTILITY LOCATOR FIRM MARKINGS FOR THE PARKING AREA SHOWN HEREON. \_1/• 1 1 ✓v ,- - - REVISIONS NO. DESCRIPTION/DATE BY o O V �0 ..a r "J tD N 4) C LTJ 3 0- v W N z va co z W 0 N (�-bam O Om Z 00 c"CD cv C E 3� 0 c U .° 4 � 00 � o z p at > .J 0. O M mU �CoLL E V) N o, i 3 �_y 3 C L .- 0 01� WU U� O z_ Q W W z _0 a z 0 0 0 z ujX LL. a 0 0 D cn z o__ W DATE: 05-22-15 DATE OF PRINT: si OF 1 SHEETS 1 JOB NO.: 1822-001--014 CB # 10265 DESIGNED BY: RIM = 403.89 CHECKED BY: I.E. = 4001.59 6"0 PVC (N) I.E. = 401.25 12"0 CPP (E) I.E. = 401.39 12"0 CPP (S) I.E. = 401.26 12"0 CPP (W) SDCB # 10264 RIM = 404.21 I.E. = 401.68 12"0 CPP (N) I.E. = 401.79 6"0 PVC (S) SSMH # 10266 J RIM = 405.63 MID CHANNEL = 395.48 a I.E. = 395.68 (W) HCR CITY OF RENTON BENCH MARK NO. 478 = BRONZE PIN IN CONCRETE IN N89'05'02"W 220.00'1U FOUND 1 /2"BRASS MONUMENT IN CASE AT THE INTERSECTION OF SE 2ND PL AND UNION AVE S SHINER ELEVATION = 391.016 FEET NE 3RD AVE "DMP INC" NO. 1503 = BRONZE PIN IN CONCRETE IN S 8'04'47" E 93.fi7' IS 22962" CITY OF RENTON CONTROL SDCB #6845 S - ---- MONUMENT IN CASE AT THE INTERSECTION OF NE 4TH ST. AND UNION AVE. S. RIM = 369.69 0 ELEVATION = 401.02 FEET I.E. = 367.49, 10"0 � CMP (E) I.E. = 367.59, 10" CMP W HCR SET TEMPORARY BENCH MARK ON SITE, ESM #105 PK AND WASHER AT THE WEST END OF THE CUL-DE-SAC OF NE 3RD CT. C QTY OF ELEVATION 400.58 FEET U7, MR RENTON IRB ® Gi I AL N "3f 98' .a 1) ORIGINAL.*W BASED ON 2005 ALTA/ACSM LAND TITLE SURVEY. LEGAL DESCRIPTION, EASEMENTS, COVENANTS, --- - - CONfliT#M "AND :RES'TRIG"IMS ARE FROM CHICAGO TITLE INSURANCE COMPANY EXTENDED TITLE POLICY NO. 1360612, DATE UNKNOWN. ESM CONSULTING ENGINEERS WAS NOT PROVIDED WITH AN UPDATED TITLE REPORT AT THE TIME OF THIS SURVEY. IT SHOULD BE NOTED THAT IN PREPARING THIS SURVEY MAP, ESM CONSULTING ENGINEERS, L.L.0 (ESM) HAS NOT CONDUCTED AN INDEPENDENT TITLE SEARCH NOR IS ESM AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN ON THIS MAP. ESM HAS WHOLLY RELIED ON THE ABOVE REFERENCED TITLE REPORT TO PREPARE THIS SURVEY AND THEREFORE QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS . TO THAT EXTENT. THE TITLE POLICY SCHEDULE B OF EXCEPTIONS WAS EXAMINED SPECIFICALLY IN THE AREA ABOVE, AND NOT THE ENTIRE SITE. 2) THE PURPOSE OF THIS SURVEY WAS TO PROVIDE UPDATED INFORMATION FOR THE EXISTING CONDITIONS IN THE AREA PICTURED HEREON FOR ENGINEERING DESIGN PURPOSES. 3). UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THE SITE. UTILITIES DEPICTED ARE FROM VISIBLE SURFACE INDICATIONS AND A THIRD PARTY UTILITY LOCATOR FIRM MARKINGS FOR THE PARKING AREA SHOWN HEREON. \_1/• 1 1 ✓v ,- - - REVISIONS NO. DESCRIPTION/DATE BY o O V �0 ..a r "J tD N 4) C LTJ 3 0- v W N z va co z W 0 N (�-bam O Om Z 00 c"CD cv C E 3� 0 c U .° 4 � 00 � o z p at > .J 0. O M mU �CoLL E V) N o, i 3 �_y 3 C L .- 0 01� WU U� O z_ Q W W z _0 a z 0 0 0 z ujX LL. a 0 0 D cn z o__ W DATE: 05-22-15 DATE OF PRINT: si OF 1 SHEETS 1 JOB NO.: 1822-001--014 DWG. NAME: 2001014ST0 DESIGNED BY: DRAWN BY: RFG CHECKED BY: x W NE1 N89 0 06 906 99W 1 0 000' E H H E E E E H H 0.S E E .$ .$ POWE " " s + - H y � METEJ " � � � 9 "'s '�"�"' i s '�"s s, � �' - sry s s 8 Y Y i 3 v r Y'Y Y f s � UF_ rE I 7 y� H , y, �,k,,,,w,,,s„1 ,.,.,., s 5 °k„�.,i„�,9,• Y a,,,. ra / { y��� ..°•,.,y�r„3. �'-- ,,.��,,syiv.�.�.sZ,., 5 /�//��\\� / ��• H 5 a ��; ,✓l H I $,.3„�...aj',nyN'„yhn CS� /���� � �A � ✓,..��.,�.�f. „��;,.,. � y PERMEABLEJ 1E sy u PAVERS � F •$ l i ,3h r ° vW ,o --------------- / S g /'i ' PM)P I 11 II ' H IINT a /# ---------- J II II II II II II ' ° �° ' fl I r•� ------------------- , s / 5 H O / l 1 Q Y W z Showier Heads I I I ------------------� r-------------------------------- ----- —J 11 u I I 0 ------------------------------------------J '¢ z „ + W LLW z ;i E� � u� E'ZW c `I - FAP E'er 7 c uo �EI-) 7.7 �.v WATER LINE SERVING PROPERTY TO THE EAST Ji I i 4k _01WI, X 4 y O E� G 1 E� G 4 � L L 2 1 3 JUS G UUU SN0N �0 N ,� N)” L L N ���� N L of �,,, y ,r / L L / / L 0 NEW WALKWAY 4 1 5 1 6 1 7 1 8 1 9 Dr\11,.D18 u u G G SN L U U 0 OL 10 1 11 I 12 PL.��NT SCHEDULE NAME Sze TREES hies losocar wo Apire Fr ; Acer circ�ra7ur� V re ie Acer palr-;aturr Scrgo Koku oro Bark apareze e l �erc s coraderas Easterr: d ud ocl Corrus Sddie s \V -,r -re Warder' .Eddies White Worder Dogwood C Cotirus coggygri;c 'Boyd Purple PLr;e Smoke Tree SHRUBS PERENi~.iIAL II Hernerocallis Srlrello rhe Ora' dela de Geo Day fy �E Euorvrrus €or�re� Er^-eraid Gary �r,-;eralcf ���uar}rr•,u� � 0� ( N Nor6rc dorrestica Harbor Dwar' -Icrbor `war-'' Nordirc Off. O Prurus laurocera�us `Ot'ra i.�u�k~er' Ot•r=+s ;: u�ker Laur,� . /g S- 7hu ca occid&rt•Q s Emerd Oreeri` erald Or, ,rborvrt '- He. Nero "Cr-rrsor urlsGrimaor Curb iuecrera " G w Goreosis verticfiicxtc'oorearr' "ckseed E uorym � z or- cu freer Spire Greer Sq re Muoryrruz O . H Hydrorgeo periculota `i_Hfe Lrre Lt* a--irre I--lydrorgea 06. L i..or`icere� rtrdt' Be aut*r"' Ler"nor. 5eouey Bc feoF Horeyzuckle c14. b Beroeris -01rurder9ii 'H6morsd Pillar' i,-idriord ; for 5 ar'kerry 5 0-01w S Surce�cocccz ruscr ojira Frogr ar//t Sweerr Box 3 Gdlt Cdoirogroolis acuti%.rca 1<arl FoersterFewer Reed Graz v' ak - lokore&loc r ccro ` re d '" ar egc i . a a ese are are s met%'* ='er;rise-rum,, -4cmdir` Dwor-F =ourtair Grp th a carer i olze areae Grocoarr"ia %ucirer' C:a^o r trio . H Ha$tc $ieaidctr�r `legrcrs` Eerrs HostQ Girl. " Hosto o ;: cr" riolt Patriot iiit Hoe f :. � Berbers tirur�er-gii `Grirr$or �y:,y` �r-irar Pygi'"�y Dwr� .�apores�e B�tr�e�ry � Gdf.n G�OU ND�OVERS A ugo reptor:s �Brorze Bronze Bugle -weed `; pots, -12" oc /�r-cto$taphyics uva-urs Vorcou er, Jodd' l rrr:: kirr ck ` Gc i. tel-" cc` Ru�us calyaroides Er"!eresld Carte 5rerdld Carpe* Bromcle '' o;c sy. rte. �^ (� Vr',.-.a r'ir or Bowles i"iter -,i f e Perr'tWtr K' L- + l.s, PQcFrysardro -err nrdis 'Green Sneer` Greer. Shee- Japarese Spurge al=. 2.A-' oc TREE PARKING LOT C,gLCUL,.4TIONs Total number of trees provided - 5 Total number of trees required - 2 (at least one tree for every six (0) parking spaces within the lot interior shall be planted) LOW VOLTAGE LIGHTING LEGEND TYPE FIXTURE TY PATH LIGHT T.B.D. 8 SPOT LIGHT T.B.D. 1S GRAPHIC SCALE LANDSCAPE PLAN 8' 6' 4' 2' 0 81 SCALE. _ 1 _0 a !8 UY -CAtom, $ %� 5tato of Wash inciton registered Landscape Architect Bevin Peterson certificate no 1222 c D#. R4,50512 aTlp-H ONAD40 1 I 1725 Westlake Ave. N Suite 201 Seattle, WA 98109 p 206.632.7703 Stephen sonCollective.com O Stephenson Design Collective, LLC 2014. These drawings were prepared for "Maplewood Park Community Center" project in Renton, WA. They are not intended for use on any other project. Stated drawing scale is based on 34x22 I sheet. Issue 2) Schematic L B 3 06.23.13 Pre -Application / O :U B --a 0() O O �C B p -I CD w PL.��NT SCHEDULE NAME Sze TREES hies losocar wo Apire Fr ; Acer circ�ra7ur� V re ie Acer palr-;aturr Scrgo Koku oro Bark apareze e l �erc s coraderas Easterr: d ud ocl Corrus Sddie s \V -,r -re Warder' .Eddies White Worder Dogwood C Cotirus coggygri;c 'Boyd Purple PLr;e Smoke Tree SHRUBS PERENi~.iIAL II Hernerocallis Srlrello rhe Ora' dela de Geo Day fy �E Euorvrrus €or�re� Er^-eraid Gary �r,-;eralcf ���uar}rr•,u� � 0� ( N Nor6rc dorrestica Harbor Dwar' -Icrbor `war-'' Nordirc Off. O Prurus laurocera�us `Ot'ra i.�u�k~er' Ot•r=+s ;: u�ker Laur,� . /g S- 7hu ca occid&rt•Q s Emerd Oreeri` erald Or, ,rborvrt '- He. Nero "Cr-rrsor urlsGrimaor Curb iuecrera " G w Goreosis verticfiicxtc'oorearr' "ckseed E uorym � z or- cu freer Spire Greer Sq re Muoryrruz O . H Hydrorgeo periculota `i_Hfe Lrre Lt* a--irre I--lydrorgea 06. L i..or`icere� rtrdt' Be aut*r"' Ler"nor. 5eouey Bc feoF Horeyzuckle c14. b Beroeris -01rurder9ii 'H6morsd Pillar' i,-idriord ; for 5 ar'kerry 5 0-01w S Surce�cocccz ruscr ojira Frogr ar//t Sweerr Box 3 Gdlt Cdoirogroolis acuti%.rca 1<arl FoersterFewer Reed Graz v' ak - lokore&loc r ccro ` re d '" ar egc i . a a ese are are s met%'* ='er;rise-rum,, -4cmdir` Dwor-F =ourtair Grp th a carer i olze areae Grocoarr"ia %ucirer' C:a^o r trio . H Ha$tc $ieaidctr�r `legrcrs` Eerrs HostQ Girl. " Hosto o ;: cr" riolt Patriot iiit Hoe f :. � Berbers tirur�er-gii `Grirr$or �y:,y` �r-irar Pygi'"�y Dwr� .�apores�e B�tr�e�ry � Gdf.n G�OU ND�OVERS A ugo reptor:s �Brorze Bronze Bugle -weed `; pots, -12" oc /�r-cto$taphyics uva-urs Vorcou er, Jodd' l rrr:: kirr ck ` Gc i. tel-" cc` Ru�us calyaroides Er"!eresld Carte 5rerdld Carpe* Bromcle '' o;c sy. rte. �^ (� Vr',.-.a r'ir or Bowles i"iter -,i f e Perr'tWtr K' L- + l.s, PQcFrysardro -err nrdis 'Green Sneer` Greer. Shee- Japarese Spurge al=. 2.A-' oc TREE PARKING LOT C,gLCUL,.4TIONs Total number of trees provided - 5 Total number of trees required - 2 (at least one tree for every six (0) parking spaces within the lot interior shall be planted) LOW VOLTAGE LIGHTING LEGEND TYPE FIXTURE TY PATH LIGHT T.B.D. 8 SPOT LIGHT T.B.D. 1S GRAPHIC SCALE LANDSCAPE PLAN 8' 6' 4' 2' 0 81 SCALE. _ 1 _0 a !8 UY -CAtom, $ %� 5tato of Wash inciton registered Landscape Architect Bevin Peterson certificate no 1222 c D#. R4,50512 aTlp-H ONAD40 1 I 1725 Westlake Ave. N Suite 201 Seattle, WA 98109 p 206.632.7703 Stephen sonCollective.com O Stephenson Design Collective, LLC 2014. These drawings were prepared for "Maplewood Park Community Center" project in Renton, WA. They are not intended for use on any other project. Stated drawing scale is based on 34x22 I sheet. No. Date Issue 2) Schematic 2 04.11.14 ME 3 06.23.13 Pre -Application 111 c O � � UJ --a 0() O O �C p -I CD w � :3 ao pt Z 0 D M O El 0c) o C/) 01 � C n �D 7 r+ �D No. Date Issue 1 03.10.14 Schematic 2 04.11.14 Consultants 3 06.23.13 Pre -Application tQ O � � UJ --a 0() O �C p -I 0 r • Landscape Plan Job #: 790 1 L�.o Sheet z T2 m� M rn- N M n M M tQ O � � UJ --a 0() O b tTJ n 00 Q (,J) tQ O � � UJ bd 0() O D n ri °C �C p -I 0 r • PLANT 1 " HIGH IN NURSERY FINISH GRADE 5W,W PLANIN6 P�ML NOT TO SCALE PRUNE DISEASED AND 3ROKEN BRANCHES REMOVE TOP 1/3 OF BURLAP ?" SETTLED DEPTH OF SPECIFIED MULCH -ERTILIZER TABLETS/SPECS SPECIFIED AMENDED BACKFILL �IOMPACT AND WATER THOROUGHLY =IRM NATIVE SOIL MOUND ROOT BARRIER WHEN TREES ARE - ADJACENT TO SIDEWALKS AND RO SPECIFIED PLANTING SOIL UNDISTURBED GROUND 12" MIN. FOR WOOD — STAKES & 18" FOR REBAR FINISH TYPICAL V P,,,, 6 pN TP,,,PLANfIN6 erAiL NOT TO SCALE STAPLE REINFORCED RUBBER HOSE OR VINYL W/16 GA. WIRE TIES PRUNE DISEASED AND BROKEN BRANCHES HOSE & WIRE TIES, SEE DETAIL ABOVE REMOVE BINDING TWINE & TOP 1/3 OF BURLAP. 2" SETTLED DEPTH WITH SPECIFIED MULCH FERTILIZER TABLETS (4-21 GRAM -20-10-5) ROOT BARRIER WHEN TREES ARE ADJACENT TO SIDEWALKS AND ROADS SCARIFY PLANTING PIT SIDES AND BOTTOM 6" DEEP, FIRM, NATIVE SOIL MOUND 2x ROOTBALL WIDTH —IN HEAVY SOILS, AUGER 8"x6' DEEP T� HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. fTICA, P�ANfIN6 P�TAL NOT TO SCALE NOTE: DO NOT PIERCE ROOTBALL WITH TREE STAKES BBER HOSE GA. WIRE TIES i AND IES TI ES, /E STAKE(S) MATERIAL AND R LA P TH MULCH QED BACKFILL -TS -S AND BOTTOM MOUND LANDSCAPEE NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL UNTIL FINAL INSPECTION BY OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON—CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 6. SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. 7. 4" DEPTH TOPSOIL IN LAWN AREAS AND 6" TOPSOIL IN ALL BED AREAS. TOPSOIL TO BE PACIFICTOPSOILS 3—WAY TOPSOIL OR APPROVED EQUAL. 8. 2" DEPTH OF MULCH IN ALL BED AREAS. MULCH TO BE PACIFIC TOPSOILS PACIFIC GARDEN MULCH OR APPROVED EQUAL. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. A PERMANENT FULL COVERAGE IRRIGAITON SYSTEM TO BE DESIGN BUILD. IRRIGATION SYSTEM MUST BE WINTERIZED. 384513 State of Wash inq-ton rcgistered �anJscape Architect Bevin Peterson certificate no 1222 C- p: �.-38N51 Ca111—LOCT" 1725 Westlake Ave. N Suite 201 Seattle, WA 98109 p 206.632.7703 Stephen sonCollective.com Stephenson Design Collective, LLC 2014. These drawings were prepared for "Maplewood Park Community Center" project in Renton, WA. They are not intended for use on any other project. Stated drawing scale is based on 34x22 sheet. sv (D 0 0 rWL No. Date �O01 CD W D � O 3 06.23.13 Pre -Application '—' O w No. Date Z 0 D � O 3 06.23.13 Pre -Application '—' O w 2 o C/) cn .� M 4A n 3 Do rt N '111111111114 No. Date Issue 1 03.10.14 Schematic 2 04.11.14 Consultants 3 06.23.13 Pre -Application '—' O C >� 2 K T O7 ' O V V)171 M 4A n Do D N M Notes and Details Job #. 790 L1.1 Sheet D ^ z z b r y, r� 00 '—' O C >� 2 K T O7 ' O V V)171 M 4A n Do D N M M M cn O D D n C7 mp �C �Cn -a • b �z m� cry �z z M cn 0 D LO b r r� 00 '—' O 44hw�� O � r ' O V V)171 Q 4A LO n Q n Do D