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Home My WebLink AboutzR-4306setDEVELOPMENT ENGINEERING ' SAMorman 07/05/2024 Surface Water Enginering � JFarah 07/10/2024 MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL A PORTION OF THESE 1/4 OF THE NE 1/4 OF SEC. 15, TWNm 23 N., RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON. 'N co Q 0 z 0 I I I Lo 0000 N �x � Cn � I x I �..r_ ., x - n—.x = x••r—I��I� -� 6 0 0 5 x N88° 229 g"Wx�- SE 136TH STREET U;f: Know what's beIow. Call before you dig. OWNER/APPLICANT RENTON SCHOOL DISTRICT 300 SOUTHWEST 7TH STREET RENTON, WA 98057 PHONE: 425-204-4437 CONTACT: ANDREW HOLLENBACK EMAIL: ANDREW. HOLLENBACK@RENTONSCHOOLS.US ARCHITECT HUTTEBALL + OREMUS ARCHITECTURE 4010 LAKE WASHINGTON BLVD NE #320 KIRKLAND, WA 98033 PHONE: 425-828-8948 CONTACT: LISA THOMSEN EMAIL: LTHOMSEN@HOARCH.COM CIVIL ENGINEER �nr ceac'n R THE 1i N41h St ti N 3ra St rpa" wy Hem MC Aquatic Ce Renton z SITE firm Hendrix Memoal go WHITMAN NEs:n s: COURT ,.IVE 3,65' z y Sno-King Ice Arena, SE 128th st Heights school Maplewood Golf C,:,r�, ti c. �:-- Ron Regis y Park- EastRenton Highlands AHBL INC. N 2215 NORTH 30TH STREET, SUITE 300 VICINITY MAP TACOMA, WA 98403 PHONE: 253-383-2422 NOT TO SCALE CONTACT: DAVID NASON EMAIL: DNASON@AHBL.COM SURVEYOR AHBL INC. 2215 NORTH 30TH STREET, SUITE 300 TACOMA, WA 98403 PHONE: 253-383-2422 CONTACT: DAVE FOLLANSBEE EMAIL: DFOLLANSBEE@AHBL.COM TOPOGRAPHIC NOTE THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. TRENCH NOTE IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND AHBL ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. UTILITY NOTE THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT INCUR DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. AHBL ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. AS -BUILT NOTE CONTRACTOR SHALL FURNISH AS -BUILT RIM ELEVATIONS, PIPE INVERT ELEVATIONS, AND STRUCTURE LOCATIONS (COORDINATES) TO THE NEAREST 0.01 FOOT FOR ALL STORM DRAINAGE AND UTILITY STRUCTURES, AND AS -BUILT SLOPE MEASUREMENTS TO THE NEAREST 0.01 % FOR ALL CURB RAMP AND LANDING PANEL JOINTS. CONTRACTOR SHALL ENGAGE WITH A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF WASHINGTON TO FURNISH AS -BUILT INFORMATION. N GRAPHIC SCALE 0 25 50 100 1" = 50 FEET PARCEL NUMBER 0847100090 SITE ADDRESS 130 JERICHO AVENUE NE, RENTON, WA 98059 VERTICAL DATUM NAVD 1988 VERTICAL DEATUM ON ORTHOMETRICALLY CORRECTED GPS OBSERVATIONS USING WSRN AND GEOID 2012A. CHECKED INTO CITY OF RENTON BENCHMARK 1852 ELEV: 454.76 BASIS OF BEARING NAVD 1983 WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2021A. UNITS OF MEASUREMENT ARE US SURVEY FEET. »oliriln:[i] iQIMel On&M R3W : ► 10-M RIaI 1851: BRASS DISK AT NE 4TH ST AND 140TH AVE SE 1852: BRASS DIST AT NE 4TH AND 148TH AVE SE. LEGAL DESCRIPTION A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 15, TWN. 23 N., RGE. 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON AUTOCAD FILE AN AUTOCAD DRAWING FILE IS AVAILABLE TO ASSIST WITH SITE LAYOUT. PLEASE NOTE THAT ELECTRONIC FILES ARE PROVIDED FOR CONTRACTOR'S CONVENIENCE AND SHALL NOT REPLACE NOR BE USED TO SUBSTITUTE THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR PROJECT LAYOUT ACCORDING TO CONTRACT DOCUMENTS AND COST FOR ELECTRONIC AUTOCAD FILES. PHONE: (253) 383-2422 FAX: (253) 383-2572 CONTACT: JASON HEIN SHEET INDEX Sheet No. Sheet Title C0.0 COVER SHEET C1.0 OVERALL DEMOLITION & TESC PLAN C1.1 AREA 1 AND 4 DEMOLITION & TESC C1.2 AREA 2, 3 AND 6 DEMOLITION & TESC PLAN C1.3 AREA 5 AND 7 DEMOLITION & TESC PLAN C1.4 TESC NOTES & DETAILS C2.0 OVERALL SITE IMPROVEMENTS C2.1 AREA 1 AND 4 IMPROVEMENTS C2.2 AREA 2,3 AND 6 IMPROVEMENTS C2.3 AREA 5 AND 7 IMPROVEMENTS C2.4 NOTES AND DETAILS C2.5 NOTES AND DETAILS R=430601 LO LO N 0 0 N Am TACOMA SEATTLE SPOKANE TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Project Title: MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL Client: RENTON SCHOOL DISTRICT ANDREW HOLLENBACK 300 SOUTHWEST 7TH STREET RENTON, WA 98057 Project No. 2230871.10 Issue Set & Date: A A A PERMIT SET J U N E 21, 2024 6/20/2024 NOTICE ALTERATION OF THIS DOM ENT 94AU. INVALIDATE THE PROFESSIONAL SEAL AND SIGNATURE PURKATO OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED Mill WM N IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROD= IDENTIFIED N THE TRLE BLOCK AND IS NOT TO BE USED FOR REPAIR, REMODEL OR ADDITION TO THAT PRO= OR FOR ANY OTHER PRIMM. A Revisions: Sheet Title: COVER SHEET Designed by: Drawn by: Checked by: JH JH DCN Sheet No. ■ 01 of 12 Sheets DEVELOPMENT ENGINEERING 0 SAMorman 07/05/2024 E Ow 0 0 Know what's beIow. Call before you dig. 30' MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL A PORTION OF THESE 1/4 OF THE NE 1/4 OF SEC. 15, TWNm 23 N., RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON. I IP w Lo _ IP �00 N z o .::.:.:.. :':>::.:.:::. ...co .:.::;::::::.r i 4,� • I h 1 1 L— ~ ,{.• .................. ... ,�•,•; 2 AREA 2 C1.2 1 AREA 3 4 1 DEMOLISH EXISTING FENCE POST NOT CONNECTED TO TOP BAR. PROTECT TOP BAR AND FENCE _ S88 "E _ FABRIC TO REMAIN. 600.68 aA�il 86 E r%1 ::::::..... 1 :::::......:::::::::::::::::::. . 1 _ — :...�.:::..........::::.. lam 1 .:::::;:::::.:..::. .:... .................... x 2 1 I ::. . C1.1 1 ::;: 1 1 1 I 3 X I1 :::::: 1 X 1 1 I 1 1 x DEMOLISH LF EXISTING 1 55 S G 1 FENCE POSTS AND 1 CONCRETE STRIP. 1''::;::::::::::::::..:'.:.:'::::::::;::::::::::::::::::::::::;::::;::::;::::::::::::::::'::':::':. '':::::. ' . 1 .' I P 1 x ............. 1 AREA 5 Cl .3 6 8M2, �-- —'— � ��_wiE 1 1 1 1 Ir1 WALL 0" r� Q AREA 6 3 C1.2 I :•: �::::::.:. . GATE ::!l�F:11�F:... :::::; iti::':....: r I REMOVE EXISTING GATE TO ^ BE REPLACED. PROTECT POLES TO REMAIN 1 x 1 IP I -----NEV -- �w� REMOVE EXISTING GATE TO FENCE REPAIR AREA 1 BE REPLACED. PROTECT SEE SHEET C2.0 � 0 I POLES TO REMAIN co o x zl� I 1 X X 1 1 X 1 IP I 1 I 1 I DEMOLISH FENCED BACK STOP. 1 RESTORE GRASS SURFACING 1 I3 AROUND BACK STOP. 1 x 1 I 1 X YOA REMOVE AND DISPOSE EXISTING CHAIN 1 ��" LINK FENCE FABRIC. PROTECT EXISTING ; POSTS FOR NEW FENCE. SEE SHEET C2.0 8• piARl LINK Y x- �^ START DEMOLISH FENCE FABRIC SE 136T L_IVV VL_IVIVL IVI I H STREET FENCE FABRIC I LEGEND I — — RIGHT-OF-WAY / PROPERTY LINE REMOVE EXISTING ASPHALT p D REMOVE EXISTING CONCRETE D IP ® INLET PROTECTION 1 C 1.4 I gL— — — — — — — — — — — SAWCUT LINE O I — —XXX— — EXISTING MAJOR CONTOURS I— —XXX— — - EXISTING MINOR CONTOURS KEYNOTES DEMOLISH AND REMOVE EXISTING TABLES, BENCHES, AND 1O THEIR ASSOCIATED FOOTINGS. PATCH AND REPAIR ASPHALT AS NECESSARY. CANS TO BE REMOVED AND REPLACED. 2O PROTECT EXISTING CONCRETE BLOCK WALL. O3 PROTECT EXISTING CHAINLINK FENCE TO REMAIN. ODEMOLISH EXISTING FENCE AND POSTS AROUND AIR HANDLING UNIT. PROTECT SLAB TO REMAIN. L►J GRAPHIC SCALE 0 20 40 80 1" = 40 FEET CONTRACTOR SHALL FURNISH, INSTALL, ADJUST, AND MAINTAIN TEMPORARY 6 FOOT CHAINLINK SECURITY FENCE AT SITE PERIMETER FOR ENTIRE DURATION OF PROJECT. SECURITY FENCE SHALL INCLUDE, BUT IS NOT NECESSARILY LIMITED TO, CHAINLINK FABRIC, RAILS, POSTS, GATES, LOCKS, AND BRACES. CLEARING LIMITS NOTE THE CLEARING LIMITS SHOWN MAY NEED TO BE ADJUSTED TO PERFORM THE WORK. CONTRACTOR IS RESPONSIBLE FOR REVIEWING LIMITS AND CONFIRMING SILT FENCE LOCATION PRIOR TO WORK. ANY ADJUSTMENTS SHALL BE AT THE COST OF THE CONTRACTOR. R=430602 LO LO N O 0 N Am TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Project Title: MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL Client: RENTON SCHOOL DISTRICT ANDREW HOLLENBACK 300 SOUTHWEST 7TH STREET RENTON, WA 98057 Proj ect ect No. 2230871.10 Issue Set & Date: A 3 2 PERMIT SET J U N E 21, 2024 6/20/2024 NOTICE ALTERATION OF THIS D=KNT SHALL IWALDATE THE PROFESSIONAL SEAL AND SIGNATURE PUBIIOATION OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSW RKNTS N IT. THIS DOCINQIT IS FOR USE ONLY FOR THE PRUM DARED N THE TITLE BLOCK AND IS NOT TO BE USED FOR REPAIR, REMODEL OR ADDITION TO THAT PROM OR FOR ANY OTHER PROM. A Revisions: Sheet Title: OVERALL DEMOLITION & TESC PLAN Designed by: Drawn by: Checked bv: JH JH DCN Sheet No- C1.0 02 of 12 Sheets Cfl O M O W H MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL A PORTION OF THESE 1/4 OF THE NE 1/4 OF SEC. 15, TWNm 23 N., RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON. onnnnuunnnnn��nnm�Y'�'J'9'Y'!'J'� _�uuuuuuuuunn��nnnnnnnnmo . . . I' M M . I M I. . . I M M M PROTECT M EXISTING I CATCH BASIN TO • • REMAIN I .. M STCB 1035 RIM=404.50— . M 6" PVC N IE=399.65 i M. . 18". CPP E .IE=399.�5 . 18" CPP W IE=399.55 . I. I BIMINI 1•1111 . . . . . . . . \ X I . to \\ \ I1—.----.--- ----- —.D — — \ —.D — = — REMOVE \ _ D. — . . I PAVEMENT — I MARKINGS 1 I HC 11 ....... .... �1 I I q I I REMOVE SIGNS . I I =AND.POSTS. i U6" RETAIN SIGNS FOR REINSTALLATION' \i I I I fi . . . . . I I. -----ter a 4' 4 a • I = v ° . v a. • a 1\ ° d \ 41 - . Q•. a DEMOLISH v CONCRETE d SIDEWALK AND a v VERTICAL CURB a ° dv d Q a a--D=- a a \ . n • DEMOLISH I ASPHALT . . . . . . . . . . . .I I\1 . . . . . . . . . . . . . I--------- I �\ . . . . . . . . . I. . �.\ . . . =402.87 - —D--. �D—.--D-----D---•--D I. . . . . . . . . . .\. . . . . . . . . . . . . . . . . . . . . . . . . N. \ . LO .\ . . . . . . . . . . . \ I PROTECT \ EXISTING = \. I CATCH \ BASIN TO \ I REMAIN = —.—.--DD \. � •ice• I � PROTECT \ • STCB •1099 RIM=404.22 EXISTING \ 12" CPP SW IE-400.37 • CATCH • \ • • 12:' CPP W IE=400 7 BASIN TO \ REMAIN \ .\ . . . ... ....................... °4J� I 1 . . . . . . . . . . . . . . . . . . � I � I...... .......1.................. ...... 1. . . . . . . . . . . . . . . . . . . . . � II II1 . . . . . . . . . . . . . . . . . U 8" I I . . . . . . . . . . . . . . . 1. 0 \ II . I � 0 I� \ II . .1 L—) \ IIr------------------------------ . I. . . . . . . . . 1 I . SAWCUT o \ LINES (TY —==-------� \�. -- - - M U0° 1 Know what's beIow. Call before you dig. AREA 1 DEMOLITION AND TESC 1"=5' a o d v' DEMOLISH CONCRETE SIDEWALK AND = VERTICAL CURB a - a. d' T - a< i X� GRAPHIC SCALE 0 5 10 1"=5FEET REMOVE SIGNS AND _ POST. RETAIN SIGNS FOR REINSTALLATION. / x . . . . . . . . . . . . / .......... ... .... —W j x. = / x = / REMOVE EXISTING GATE TO BE REPLACED. PROTECT / POLES TO REMAIN x REMOVE ADA D X • �. Q�. PAVEMENT MARKINGS .. x. . . . . . . . . . . . . . . . . . . . . . . . Q - . . . . . . . . . . . . . . . . . . . . . . . . . . . . i. . . . . . . . . . . . . . r. . . . . . . . .. . . . . . . . . . . . .. x ........... ........... REMOVE �' ASPHALT RAMP . . . . . . . . . . AREA 4 DEMOLITION AND TESC 1"=5' R=430603 W LO LO N O 0 N Ab Lom TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Project Title: MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL Client: RENTON SCHOOL DISTRICT ANDREW HOLLENBACK 300 SOUTHWEST 7TH STREET RENTON, WA 98057 Project No. 2230871.10 Issue Set & Date: n PERMIT SET J U N E 21, 2024 6/20/2024 NOTICE ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE PROFESSIONAL SEAL AND SIGNATURE PUIMATI N OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED OMlERM MRS N IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROD= MIRED N THE 1IT E BLOCK AND IS NOT TO BE USED FOR REPAIR, REMODEL OR ADDITION TO THAT PROJ= OR FOR ANY OTHER PROM Revisions: Sheet Title: AREA 1 AND 4 DEMOLITION & TESC Designed by: Drawn by: Checked by: JH JH DCN Sheet No. C1.1 03 of 12 Sheets Cfl O M O W H MAPLEWOOD HEIGHTS ELEMENTARY SCHOOLLO A PORTION OF THESE 1/4 OF THE NE 1/4 OF SEC. 15, TWNm 23 N., c'n1q RGEm 05 E. W.M. CITY OF RENTON. KING COUNTY. WASHINGTON. o i SAWCUT LINES (TYP) d� i DEMOLISH CONCRETE - d v SIDEWALK, VERTICAL - v I CURB AND ASPHALT. -� - : d Q v I - .. d' d I -. a I S ...4 d d, 44 G I A - d' a dv I �+ 4. a• a �° AREA 3 DEMOLITION AND TESC 1 1 = 5' Qiiiiii"1i1iii d d - v - d d' � •v - •d i d111111111111111 U00 Know what's beIow. Call before you dig. PROTECT EXISTING y CURB TO REMAIN DEMOLISH CONCRETE SIDEWALK, VERTICAL I CURB AND ASPHALT UP • TO SAWCUT LINE N PROTECT EXISTING ■ CATCH BASIN M8" REMOVE EXISTING GATE TO ■ REMOVE BE REPLACED. PROTECT I ■ GRAVEL OM12" POLES TO REMAIN xI ■ STCB 3629 RIM=407.50 6" PVC S IE=405.63 PATH GATE xl 6" PVC E IE=405.62 i qY 0 0 0� UoUo�o o�<S cz o�o�O�o�ojo�o�o�o o�o�o�o�o�o�o�o�o�o�o�o�o�o�o� ■ O� LC 0 0 0 0 0 �� X X X X � � ■ O O O O O O O O O O O o .-----•----•----•------------- ---1 ��o� i . I O O �. .I M6»X2 II ■ .......1•........................... f = ■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■iI■■■■■■ . . . . . �. . . . . . . . . . . . . . . . . . . . . . . . . . . . PROTECT EXISTING . I XD r BLOCK WALL AND FENCE • • ■ • I• • • • • • • • • I — PROTECT FENCE �..:.:.:.:.:.:.:.:. COLU M N ...... I ■ TO REMAIN ■ ■ ■.......... (TYP.) ..... ...... I Xz ■ ■....................... ..i ■ ■..Ix ■ ■..... ..............................f ■ ■ ............................I � ■ ■............................ X D ■ i............................I . ■ 'DOVERED X �.� i • • P,LAY.....................I . ■ EA \. - �''•'AR....'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'I i �. �.............. I. ■ . . . . . . . . . . . . . ■.......................� .. ■ . . STCB 3210. RIM=4Q4.88 ■• . . . . . . . . . . . I ■ 12" CPP W IE=402.48 1.2" CPP -NE 1E=402.48 . . ■ . .I ■ — PROTECT EXISTING . . ■ ■ .....i . ■ CATCH BASIN . . . . . . . . \ . . . . . .......I. ■ � REMOVE .I . SAWCUT PAVEMENT ■. I ■ . . LINES (TYP) MARKINGS ■.. . . . . . . . . . . . . . . . . . . . . .I 0.. . ■............... .... ■................ ......... ■.............. i \ . ■............. ......... �/% ■ 12 I .d \ ■. ......... ■ REMOVE I °. a. ■ . . . . . . . ■ PAVEMENT ■ ■ I• MARKINGS I .4 d v \ ■ DEMOLISH CONCRETE FOR ■ ■ d d d STORMWATER CONNECTION SAWCUT . LINES (TYP) I v ■ . ■ d ° d ° I d d v I d ................... ■ ■.......................... ■ I d d ■ DEMOLISH CONCRETE . f■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� SIDEWALK, VERTICAL • CURB AND ASPHALT. ° :.d ° AREA 6 DEMOLITION AND TESC a 30 1 " = 10' AREA 2 DEMOLTION AND TESC 1"=5' N GRAPHIC SCALE 0 5 10 1" = 5 FEET GRAPHIC SCALE 0 5 10 20 1" = 10 FEET R=4300`0*00`4 TACOMA • SEATTLE • SPOKANE - TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Project Title: MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL Client: RENTON SCHOOL DISTRICT ANDREW HOLLENBACK 300 SOUTHWEST 7TH STREET RENTON, WA 98057 Project No. 2230871.10 Issue Set & Date: A A n PERMIT SET J U N E 21, 2024 6/20/2024 NOTICE ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE PROFESSIONAL SEAL AND SIGNATURE PUIMATION OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED ONlERM RIGHTS N IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROI MIRED N THE TIRE BLOCK AND IS NOT TO BE USED FOR REPAIR, REMODEL OR ADDITION TO THAT PROI OR FOR ANY OTHER PROiCf. Revisions: Sheet Title: AREA 2,3 AND 6 DEMOLITION & TESC PLAN Designed by: Drawn by: Checked by: JH JH DCN Sheet No- C1.2 04 of 12 Sheets Cfl O M O W H MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL A PORTION OF THESE 1/4 OF THE NE 1/4 OF SEC. 15, TWNm 23 N., RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON. ■ REMOVE GARBAGE CAN. ■ 9� TO BE REPLACED °5 ■ ■ ■ X ■ ■ a d ■ 1 I ■ .J e ■ a I a I ■ XIa • a ■ Ir l i EDGE 0F X.° DIRT d' a ■ x��' X� ■ ■ x ■ ■ ■ X ■ IN -FIELD RESTORATION. X ■ ■ REFER TO SHEET C2.3. ■ ■ ■ ■ /x—x—x ■ I DEMOLISH AND �+ x ■ ■ REMOVE BACKSTOP } ■ ■°�8° CHAINLINK FABRIC. ■ ■ PROTECT BACKSTOP ■ ■ FRAMING TO REMAIN. } I ■ ■ " DEMOLISH ■ ' WOOD " j BACKSTOP + ■ ■ +� ■ =�X�-Ta��., •• a d+ x ■ -x�x x c d 'e a vd AREA 7 DEMOLITION AND TESC ill = 10' T 0 0 s� Know what's beIow. Call before you dig. GRAPHIC SCALE 1 1 1 1" = 10 FEET LO LO N O 0 N rig �. . . . . . . . . . . ■ ■ . . . . . . . . . . . . . . ■ \ M 14" ■ . . . . . . . . . . . . . . . . . . . . . . . . . . . . T ■ ■.... .. ........ ............ + ■ PROTECT EXISTING • • • y� ■ BLOCK WALL AND FENCE ■ \O /// //, �. O O . . . . . . . . . ... . . . . . . . . . . . . . . . T ■ ■ ■ \ DEMOLISH. + ■ \ ASPHALT .... .. ........ ............... .............. ■ ■ \ ..... .. ..... ................... .. ......... + ■ ■ \ ........ ..... ...... .................... ............... ■ REMOVE TABLE TO BE REPLACED ■ \ \ /. + ■ ■ \........ .... .. .. ............ ..../........................ �' ■ ■ \.............. . ...... ... ............ /.......... ............... + �� ■ o..... ....... ....... ... �. ■ \.............. ...... .................................. ............... \0 ■ ■ �.......................,................................ ■ ■ \............. ........./... f ■ ■ ... ... ... ........... .......... / ...................................... ■ ..... ........� \. .. ■ ..... ..........6........ .. ........ .✓. + ■ ■ . . . . . . .. . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ■ ■ . . . . . . . . . . . . . . . \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ■ ■ . . . . . . . . . . . . . . . . . . . . \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ■ ■ . . . . . . . . . . . . . . . . . . . . . . \ . . . . . . . . . . . . . . . . . / .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -f' ■ ■.................................\O .�/. ■ ................................... . �...... .... ...... ......................... ■................................... ........... ......................... ■ ..\/. ........ ............ .. ..... ........................ ■ ■.................................... . ..................... ................ . / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / ■ ■......................................... ...... ....... .............................. '� ■ ■.............................................\................................................... ■ ■ . . . . . . . . . . . . . . . . . . . . . . . . . . STCH 527 'RIM=405.51 . . . . . . . \. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '� ■ ■ 6" PVC' NNE 'IE=403.�F \ . / ■ ■ . . . . . . . . . . . . . . . . . . . . . . . . . . 8.. PVC. !�E .1F=40.3.16. . . . . . . . . . . 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REMOVED BENCHES. . \ . . . . . . . . . . . . . ■ TO BE REPLACED X . . . ■ ■ DEMOLISH ■ . /. ASPHALT ■ a............ . . ./ .. �. ■ BENCH .. .. .....\.... ....... .•.•.• /..... ..•.• •. ■ ■ .. ...... \.... ..... /... / ........■ .\.. ■ DEMOLISH EXISTING FENCE • • • • • • • • • ' ' • \ . / / • • • • • • ■ AROUND AIR HANDLING UNIT. ■ ■ PROTECT SLAB TO REMAIN. • • • • • • • • • • \ / ■ ■ REMOVE GARBAGE ' ' ' \ / / ' ' ' ■ BENCH . . . . . . . . . . . . . CAN TO BE REPLACED . . . ./ . . /. . . . . . . . . . . . . . . ■ ■ .............. ....... \./.. ......... ..... . ■ ■................. ........../ ■ --D-----D— —----D-----D ID 'D----�-- /. ■ ■ ......... ............. �..... .. ....... ■ ........... ........... ........ ............ AREA 5 DEMOLITION AND TESC ill = 10' R = 4 3 0 04" 0" " 5 TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Project Title: MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL Client: RENTON SCHOOL DISTRICT ANDREW HOLLENBACK 300 SOUTHWEST 7TH STREET RENTON, WA 98057 Project No. 2230871.10 Issue Set & Date: A PERMIT SET J U N E 21, 2024 6/20/2024 NOTICE ALTERATION OF THIS DOCUMENT SNALL IWA DATE THE PROFESSIONAL SEAL AND SIGNATURE PUIMATION OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED OMlERM RIGHTS N IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJ7 MIRED N THE TIRE BLOC( AND IS NOT TO BE USED FOR RERAR, REMODEL OR ADDITION TO THAT PR&M OR FOR ANY OTHER PRO 7. Revisions: Sheet Title: AREA 5 AND 7 DEMOLITION & TESC PLAN Designed bv: Drawn by: Checked bv: JH JH DCN Sheet No. C1.3 05 of 12 Sheets Cfl O M O W H DEVELOPMENT ENGINEERING SAMorman 07/05/2024 ' IIIIIIIII I MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL U0U Know what's beIow. Call before you dig. A PORTION OF THESE 1/4 OF THE NE 1/4 OF SEC. 15, TWNm 23 N., RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON. DRAINAGE GRATE GRATE FRAME SEDIMENT AND DEBRIS FILTERED WATER SECTION VIEW DRAINAGE GRATE I RECTANGULAR GRATE SINOWH) BELOW INLET GRATE DEVICE 5' MAX r TRIM OVERFLOW BYPASS BELOW INLET GRATE DEVICE RETRIEVAL SYSTEM ITYP.I OVERFLOW BYPASS (TYP.) NOTES- t. PROTECTION SHAL L BE PROVIDED FOR ALL STORM DRAIN INLETS DDWNSLDPE AND WITHIN 5W FEET OF A DISTURBED OR CONSTRUCTION ARM UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3. THIE CONTRIOUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. i 512E THE BELOW INLET GRATE 13EVICE(BIGDI FOR THE STGRMWATER STRUCTURE IT WILL SERVICE. 5. THE BIGO SHALL HAVE A BUILT-IN HEGH-FLOW RELIEF SYSTEM (OVERFLOW BYPASS(. 6- THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTEO MATERIAL. 7 PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATH7N 8,01.3116). 8. 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. GNLES5 OTHERWLSF NOT[°, 6RAW I%G 15 NOT TO 5CAU INT51 STD. PLAN - 216.30 PUBLIC WORKS "F R L°' DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 1 pATp CATCH BASIN INSERT NOT TO SCALE EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: THE FOLLOWING IS A LLSTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL {ESG) PLAN SET ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PRC*JECT. THE APPLICANT OR OWNER. HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICASLE TO THE PROJECT. HOWEVER. THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR OEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SWILL BE HELD AMONG THE CITY OF RENTON. HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLTGANTS CONTRAIS T 2 THE APPLICANT 15 RESPON50LE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY IECOLOGYi CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCATED WITH THE CONSTRUCTION S70RUWATER GENERAL PERMIT 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS- 4 THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS. AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED DIN THE PLANS) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CRY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CON57RUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL RE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANTIESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED CONSTRIGTIDN ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAIN ED FOR THE DURATION OF THE PROJECT ADDITIONAL MEASURES. SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. OR MORE FREQUENTLY DURING WET WEATHER. AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THB STATE. S. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND. OR TTJ STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7 ALL REOUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION. PRIOR TO LAND CLEARING ANDfOR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEMM ENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MANNTAINED IN A SATISFACTORY CONDMON UNTIL SUCH TIME THAT CLEARING ANDTOR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC SMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON$11 E EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE. REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSI BILFTY OF THE APPLICANT B. ANY HAZARDOUS MATERIALS OR LID UIO PRORUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY D. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE. THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BWPS WILL BE NECES°wWRY TO ENSVRE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONTSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS. OVER AND ABOVE MINIMUM REQUIREMENTS. AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER DUALITY OF THE RECEIVING ORAINAGE SYSTEM- 10 APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES. RESTRICTORS, CHANNELS. OR STORMWATER FACILITIES. 1 I ANY DETYATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 1 T ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMDANRMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURIN5 THE WET SEASON IOCTOBER IST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON IMAM $ ST THROUGH SEPTEMBER 3PTH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS TE G.. SEEDING, MULCHING, PLASTIC COVERING, ETC.( IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRJL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 1+ ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE AOOR ESSED WITHIN SEVEN (7) DAYS 1 S. THE ESC BMPS ON INACTIVE SITES SHALL OE INSPECTED ANO MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN ZA HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REGUIR£D BY THE CITY 19. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 2HL30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE ANO WITHIN 500 FEET OF A DISTURBED OR COMTRUCT10N AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION 17 AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2A OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASIN$ AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING THE CLEANING OPERATION SHALL NOT FLM-I SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18. ANY PERMANENT STORM WATER FACILITY LOCATION USED AS A TEMPORARY SETTLING RABIN SHALL BE MODIFIED WITH THE N ECESSWTY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FAC ILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATKNN SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FAC IL TY SHALL SE ROUGH GRADED $0 THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. t 9 AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS. WORETEHTIDN. PERMEABLE PAVEMENT. ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION OUR ING CONSTRUCT ION 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OGTOBER 15T). ALL DISTURBED AREA& 514ALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. OSTURBEO AREAS SHALL BE SDDOED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING Or THE WET SEASON. AN "HIBIT OF THOSE AREAS TO BE SODDED OR SEEDFA AND THOSE AREAS TO REMAIN UNCOVERED SHM4 BE SUBMITTED TO THE CITY FOR REVIEW. 21 PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEOIMENT-LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS. FACILITIES. ANO ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTION ING CONDITION. ALL DISTURBED AREAS OF THE PROJECT $IT£ SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED AT A MINIMUM. DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFDRE OCTOBER tST. 22 ROCKERiES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL HOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN C ITY ROAD RIGNTSOF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKIER ES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE UNLES5 OTHERWL5F ROT[°, °RAINING E 74M TO WAL{ INT51 STD. PLAN - 268.01D UR• PUBLIC WORKS EROSION AND SEDIMENT CONTROL v U11 DEPARTMENT STANDARD PLAN NOTES GAZ 9/28/2019 1 nAtu TESC STANDARD PLAN NOTES NOT TO SCALE DEMOLITION NOTES 1. DEMOLITION: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO INCLUDE THE DEMOLITION OF ALL EXISTING PAVING, UTILITIES AND OTHER EXISTING SITE IMPROVEMENTS INCLUDING THEIR UNDERGROUND COMPONENTS AS INDICATED BY THIS DRAWING AND AS REQUIRED FOR NEW CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FULLY REVIEW THE SITE CONDITIONS AND TO CORRELATE THESE OBSERVATIONS WITH THE PROJECT WORK AND INCLUDE ALL NECESSARY DEMOLITION, WHETHER SHOWN OR NOT, AND INCLUDE ALL SUCH COSTS IN THE BASE BID. 2. CLEARING: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO CONDUCT ALL CLEARING NECESSARY TO BE ABLE TO COMPLETE ALL THE WORK OF THIS PROJECT. 3. CONTRACTOR SHALL LEGALLY DISPOSE OF THE OWNER'S PROPERTY, ALL DEMOLISHED AND REMOVED MATERIALS, UNLESS INDICATED OTHERWISE. 4. CONTRACTOR SHALL ENSURE THAT ADEQUATE FIRE PROTECTION ACCESS IS PROVIDED TO SITE AND EXISTING STRUCTURES TO REMAIN. CONTRACTOR SHALL ALSO PROVIDE ADEQUATE FIRE PROTECTION FOR THE NEW BUILDING. 5. CONTRACTOR SHALL MINIMIZE DUST GENERATION ONSITE BY SPRINKLING THE SITE WITH WATER UNTIL SURFACE IS WET. SEE BMP C140. 6. SAWCUT CONCRETE SIDEWALK AT THE NEAREST JOINT. R=430606. W LO LO N O 0 N Am TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Project Title: MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL Client: RENTON SCHOOL DISTRICT ANDREW HOLLENBACK 300 SOUTHWEST 7TH STREET RENTON, WA 98057 Project No. 2230871.10 Issue Set & Date: PERMIT SET J U N E 21, 2024 6/20/2024 NOTICE ALTERATION OF THIS DOMWENT SHALL INVALDATE THE PROFESSIONAL SEAL AND SIGNATURE PUBDCATiON OF THIS DOCUMENT DOES NOT DERWAIE FROM RESERVED OM1I RSHP WITS N IT. THIS DOMMENT IS FOR USE ONLY FOR THE PROJECT IDENTIFIED N THE IITIE BLOCK AND IS NOT TO BE USED FOR REPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT. A Revisions: Sheet Title: TESC NOTES & DETAILS Designed by: Drawn by: Checked by: JH JH DCN Sheet No. C 1.4 06 of 12 Sheets MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL A PORTION OF THESE 1/4 OF THE NE 1/4 OF SEC. 15, TWNm 23 N., RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON. REMOVE EXISTING END POST AND I EXISTING LINE POST. INSTALL NEW 2 INSTALL NEW POST AND END POST IN LINE WITH EXISTING C2 5 2 ATTACH TO THE FENCE THAT RUNS EAST TO WEST. C2.5 EXISTING TOP BAR INSTALL 20 LF NEW FENCE FABRIC AND 4PROLINE/'�' TOP POST ON NORTH/SOUTH FENCE - FROM NEAREST EXISTING POST TO Sgg�>>E PROTECT EX. 600.68' - - 8818' 16"E NEW END POST. SEE DETAIL BELOW. - 600.68' -� - - - - -I FENCE TO 1 INSTALL NEW 4' WIDE 3 _ x REMAIN 1 t�jM 1 SWING GATE C2.5 I i.---------�� \��\�INSTALL NEW END DEMOLISH END POST. CONNECT AND LINE POST EXISTING FENCE w 1 0 1 ; \ \ \� \ TO NEW POLE. LO DEMOLISH _006 _ 1 1 L-�� '`� \ \ 1 FABRIC TO 1 1 \ \ \' NEAREST POST INSTALL NEW o�CO ilA GARBAGE \ \ FABRIC TOP CANPRAND BOTTOM OTECTBARS FROM \EXISTING POST NEAREST ��III� TABLE 1 ; \� \ .............. \\ \\ " TO REMAIN. EXISTING POST _ �... TO NE a ��--�-----� 1 1 \✓/ \> \ \\ \ POST.WEND � I � l I AREA 2 1 ; ,. „. 1 1 _ / > GARB�I \ \ --� BENCH 1 //\\\ AREA 3 ; CAN 1 / \ \\ X INSTALL 160 LF OF NEW 2 RE -STRIP EXISTING x= :F ADA FENCE. MATCH IN KIND C2,5 PARALLEL PARKING STALLS J / ACCESSIBLE STALLS SHALL BE 16' x 8' TABLE ❑ \ \\ \ x WITH 4" PAINTED WHITE EXISTING STEEL GATE WITH NEW EXPANDED METAL 1 _ U , 1 \\ \ \\x 3 INSTALL NEW MESH PER ARCHITECTURAL. \ \ \ --------- -- - ---\- \ \ C2.5 SWING GATE GARBAGE INSTALL PROPERTY ARMOR AREA 5 \ \ \ \ , " 1 CAN AROUND EXISTING AC UNIT -----� khm--.�/M------- LLI EXISTING HEIGHT - 34.5" I i / ` ``�-� x x x U) OEXISTING DEPTH - 13.5 1 LU EXISTING WIDTH - 34.5" INSTALL PROPERTY ARMOR I-� 1 AROUND EXISTING AC UNIT TABLE 1 � EXISTING HEIGHT - 51.5" O\\ ,I0 Q 9 EXISTING DEPTH - 12" Cj c _ EXISTING WIDTH - 34.5" ❑ i 1 II 1 o BENCH PROTECT EXISTING 1 1\�\ll 8 1011 DONATED BENCH. 4� BENCH 1 TO REMAIN / 1 \ \ 1,2 X2 / 1 v � 1 TABLE //--------� ADA AREA 6 ACCESSIBLE 1 1 ; C _.J 1 GARBAGE TABLE a 1 1 CAN / 7 1 � 1 1 INSTALL NEW 5' WIDE 3 SWING GATE C2.5 s _ 1 a 7 1 -d Z 1 1 ----------- INSTALL NEW FENCE 2 INSTALL NEW 8' WIDE 3 POST AND FENCE Ln FABRIC AROUND TREE Ln AREA 1 SWING GATE C2.5 C2.5 N c0 O IN O Z 1 1 1 1 1 GARBAGE 4k CAN \ ; I1 EDGE u 1 1 DIRT 1 1 5 �8 1 � 1 �° 1 �I 1 1 Cd N ;?x "0 Cnn 1 j 1 I INSTALL NEW 4' WIDE PERSON GATE. 3 PROVIDE NEW GATE POSTS. CONFIRM 1 x C2.5 LOCATION WITH OWNER 1 1 1 1 - AREA 7 O x x O N88° 29' 18"W �0 1 START INSTALL NEW CHAINLINK FENCE SE 3GTH END INSTALL NEW CHAINLINK FENCE Know what's below. 2 FABRIC AND NEW TOP AND BOTTOM STREET IC AND NEW TOP AND BOT,T M- C111 before you dig. C2.5 RAILS. CONNECT TO EXISTING POST. C2.5 RAILS. CONNECT TO EXISTING POST. LEGEND RIGHT-OF-WAY / PROPERTY LINE - - - - -XXX- - - EXISTING MINOR CONTOURS - -XXX- - EXISTING MAJOR CONTOURS PROPOSED MINOR CONTOUR 123 PROPOSED MAJOR CONTOUR 123 T LP 123.45 LOW POINT T FG: 123.45 FINISHED GRADE T EG: 123.45 EXISTING GROUND OR 3-1 SLOPE -x x x x x- FENCING 1 ASPHALT PAVEMENT - STANDARD DUTY C2.4 CEMENT CONCRETE - STANDARD DUTY 3 D FRENCH DRAIN C2.4 IlJ KEYNOTES i O NC VC DETECTABLE WARNING SURFACE PER WSDOT STANDARD PLAN F-45.10-03 ADA SYMBOL PER WSDOT STANDARD PLAN M-24.60-04 - REINSTALL ADA PARKING SIGNAGE - INSTALL "NO PARKING - ADA ACCESS AISLE SIGN CROSSWALK PER WSDOT STANDARD PLAN M-15.10-01 NEW BENCHES, TABLES, GARBAGE CANS CHANGE IN CURB TYPE / END CURB PER PLAN NO CURB VERTICAL CURB GRAPHIC SCALE 0 20 40 80 1" = 40 FEET ONEW BENCH, TABLE, AND GARBAGE CONTAINERS. SEE SPECIFICATIONS FOR SPECIFIC MODELS AND COLOR. COORDINATE LOCATION FOR INSTALLATION WITH ANDREW HOLLENBACK. O2 ADA LEVEL LANDING. SLOPE SHALL NOT EXCEED 2.0% IN ANY DIRECTION. OADA-COMPLIANT PARKING STALL. SLOPE SHALL NOT EXCCEED 2.0% IN ANY DIRECTION. 4O PARKING STRIPE SHALL BE 4" PAINTED WHITE O5 CROSSWALK SHALL BE WHITE THERMOPLASTIC O6 PAINTED 4" SINGLE WHITE SOLID LINES @ 2' O.C. O7 ACCESSIBLE PARKING STALL SIGN. REINSTALL EXISTING SIGNAGE ON NEW POLE. O8 NO PARKING - ADA ACCESS AISLE" SIGN INSTALL OUTDOOR CONDENSING UNIT INSIDE METAL CAGE. PROVIDE PROPERTY ARMOR BRAND O9 PRO SERIES P3 CAGE WITH REAR GATE, MASTERLOCK PUCK LOCK KA WITH PROTECTIVE LOCK COVER, AND ANCHOR KIT. CAGE SHALL BE POWDER COAT BLACK. CAGE SIZE TO BE 1' - 0" LARGER THAN UNIT DIMENSIONS. (L x W x H) GRADING NOTES Ln LO N O 0 N r�1 1. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO PLACEMENT OF PAVING AND UTILITY IMPROVEMENTS. 2. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL PAVED AND NON -PAVED AREAS, AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF SURFACE WATER. 3. THE SPOT ELEVATIONS INDICATED ON THESE PLANS REPRESENTS THE DESIGN TOP OF PAVEMENT UNLESS NOTED OTHERWISE. 4. ADA ROUTES SHALL NOT EXCEED 5% IN THE DIRECTION OF TRAVEL UNLESS HANDRAILS ARE PROVIDED. LANDINGS AT NO MORE THAN 2% SHALL BE PROVIDED FOR EVERY 2.5 FEET OF RISE. CROSS SLOPE SHALL NOT EXCEED 2%. 5. TYPICAL CURB HEIGHT IS SIX INCHES UNLESS NOTED OTHERWISE. GENERAL NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED GATE DIMENSIONS. 2. INSTALL GALVANIZED CHAIN -LINK FENCE FORK LATCH KIT ON ALL NEW SWING GATES. THE RENTON SCHOOL DISTRICT TO PROVIDE AND INSTALL LOCKS TO ALL GATES. R=430607 TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Project Title: MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL Client: RENTON SCHOOL DISTRICT ANDREW HOLLENBACK 300 SOUTHWEST 7TH STREET RENTON, WA 98057 Project No. 2230871.10 Issue Set & Date: A A A PERMIT SET J U N E 21, 2024 6/20/2024 NOTICE ALTERATION OF THIS DOCMENT SNALL IWAUDATE THE PROFESSIONAL SEAL AND SIGNATURE PUBNOATION OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED OMIE M RIGHTS N R THIS DOCMENT IS FOR USE ONLY FOR THE PROJ7 IDENTIFIED N THE TITLE BLOON NO IS NOT TO BE USED FOR REPAIR, REMODEL OR mum TO THAT PROM OR FOR ANY OTHER PROJ7. Revisions: Sheet Title: OVERALL SITE IMPROVEMENTS Designed by: Drawn by: Checked by: JH JH DCN Sheet No. C2.0 07 of 12 Sheets Cfl O M O W H KEYNOTES MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL A PORTION OF THESE 1/4 OF THE NE 1/4 OF SEC. 15, TWNm 23 N., RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON. ONEW BENCH, TABLE, AND GARBAGE CONTAINERS. COORDINATE LOCATION FOR INSTALLATION,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,� WITH ANDREW HOLLENBACK. EG: 406.37 - X EG: 406.51 EG: 406.55 2O ADA LEVEL LANDING. SLOPE SHALL NOT EXCEED 2.0% IN ANY DIRECTION. 1.65% 0.45% O ADA-COMPLIANT PARKING STALL. SLOPE SHALL NOT EXCCEED 2.0% IN ANY DIRECTION. EG: 405.65 o � � o 4O 0 CD PARKING STRIPE SHALL BE 4" PAINTED WHITE > Q O coo o a C) o � o � 5O CROSSWALK SHALL BE WHITE THERMOPLASTIC 6a° FG: 406.31 - 1.69% 6O PAINTED 4" SINGLE WHITE SOLID LINES @ 2' O.C. FG: 406.45 6 = EG: 406.30 = 7O ACCESSIBLE PARKING STALL SIGN. REINSTALL EXISTING SIGNAGE ON NEW POLE. - - 8O "NO PARKING - ADA ACCESS AISLE" SIGN INSTALL OUTDOOR CONDENSING UNIT INSIDE METAL CAGE. PROVIDE PROPERTY ARMOR BRAND Q O9 PRO SERIES P3 CAGE WITH REAR GATE, MASTERLOCK PUCK LOCK KA WITH PROTECTIVE LOCK o zo o COVER, AND ANCHOR KIT. CAGE SHALL BE POWDER COAT BLACK. CAGE SIZE TO BE 1' - 0" LARGER � 0 THAN UNIT DIMENSIONS. (L x W x H) STCB 1035 RIM=404.50 6" PVC N IE=399.65� XO CHANGE IN CURB TYPE / END CURB (SEE LEGEND ON SHEET C2.0) �. .18". CPP E .IE=399.55 18" CPP W IE=399.55 Q \ LOW POINT: 404.49 o 0 FG: 405.19 t EG:403.20 I EG: 403.60 EG:403.77 \ 2O Q -D \_�_ \ \ X FG: 405.06 0 Q0 o o o IN, NC 5.32' I ti R6.00' EG: 404.87 M al II FG: 403.26 \ FG: 405.12 X - = q II I EG: 403.08 ° \ \ X Ili I w- N-----� - � ►Ili I M � - - 23.63' 402.97 FG: 403.15 M � = o EG:403.33 EG:403.95 LOW POINT: 402.88 = 1 5 CROSSWALK 7 N OSHLL BE 5 3 O CROSSWALK THERMOPLASTIC X =402.87 - C2.4 SHALL BE - =400.77 THERMOPLASTICI LO FG: 404.23 FG: 404.25 Q oo LOW POINT: 404.22 = EG:402.89 n7.57' VC � LO NC EG:404.40 - = / / o EG: 402.86 FG: 403.04 3.4 FG: 404.24 = I, , o O t LIB' o X L0 - LO - M o ° 3.46% 0 2 o a o b FG:404.27 = ICD EG:402.84 X o a o LO = I FG:403.02 4 (TYP) 6 1.00% m 7 �I 5 � Lo 0 6 F• 404.20 0 0 = o o O CD CC) FG:404.25 = - � lu8 I, I �I - > g 1.676 � o I II II EG:402.78 G:402.96 GI `` FG: 404.13 / - L ��I > Lc o - o U CD \ FG:404.21 = - � EG: 403.05 CD (TYP) 4 EG: 404.05 2 33% I I 28.35' X 5.05' = I EG:404.17 Ii o o EG: 402.96 TRANSITION PANEL EG: 402.73 o EG: 402.90 - I 23.51' o- 0 Know what's beIow. Call before you dig. AREA 1 IMPROVEMENTS N ill =5' GRAPHIC SCALE 7 8 ---------- - x\��--d- i x 6 INSTALL NEW 4' WIDE SWING GATE - 3 4 <z � OCROSSWALK o - o SHALL BE Lq LO THERMPLASTIC - 0.37% - = EG: 406.40 o = = 7.00' EG: 406.48 = M EG:406.57 X o o > o o N LO C\1 M l - M M ^ - FG: 406.78 EG: 406.85 1.50% = 4.00' = O to o o to o FG:406.75 o to = FG:406.82 1.50% = 0 LE! 406.15 M o o � cv o .1600 EG: 406.65 EG: 406.75 IIIINII I ONE AREA 4 IMPROVEMENTS 2 ill =5' 0 5 10 1" = 5 FEET R=430608 W LO LO N O 0 N Ab TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Project Title: MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL Client: RENTON SCHOOL DISTRICT ANDREW HOLLENBACK 300 SOUTHWEST 7TH STREET RENTON, WA 98057 Project No. 2230871.10 Issue Set & Date: 4 PERMIT SET J U N E 21, 2024 6/20/2024 NOTICE ALTERATION OF THIS DOCUMENT SNALL IWA DATE THE PROFESSIONAL SEAL AND SIGNATURE PUIMATION OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED OMlERM RIGHTS N IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROD= MIRED N THE TIRE BLOCK AND IS NOT TO BE USED FOR REPAIR, REMODEL OR ADDITION TO THAT PR&M OR FOR ANY OTHER PRO W. Revisions: Sheet Title: AREA 1 AND 4 IMPROVEMENTS Designed by: Drawn by: Checked bv: JH JH DCN Sheet No. C2.1 08 of 12 Sheets O M O W H MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL A PORTION OF THESE 1/4 OF THE NE 1/4 OF SEC. 15, TWNm 23 N., RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON. ■■■■■■■■■■■■■*\■■>■,�■■�■■■■■N■■■■■■� i■■■�■■■■■■■■■■■■fit■■■■■■■■■��■■■■■■■■■ ■■■■■ 7 Q■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� ■ ■ ■ I l \ \ X\ 0 \ / M8" ■ ■ \ \ -� x-x X�l / M12" I ■ 4 / 75.17' \ x-x-x_ ` 66.28' 8.00' j ■ EG: 407.12 1 / � \ \ � \ 414-1��.- I ■ ■ FG:412.94 x xx x x x xx x x x x EG:413.59M = EG: 405.88 / = ■ EG: 413.57 i ■ 7. 4% 1 1 0.95% X ■ co o CD I CD O X 17. 2 � / a a EG: 407.08 7. � % 0.93% C6 I o ■ EG: 405.87 a N EG: 413.56 C ■ X 5 .08'412.P4 FG: i INSTALL NEW SWING n1.32/°5.90 a � / 6 FOOT WIDE x 141 FEET GATE WITH LOCKING ° � � a I / LONG ASPHALT PATH ' - + - PROTECT EXISTING co I / MECHANISM EG: 413.63 ■ a % BLOCK WALL I EG: 413.53 ■ - ■.\. STCB. 3629 RIM=.407.50 I /■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ MIN ■■■■■ N= �, o ■ . \. I. .6" PVC . S. IE=.405.63 SDCO #5 Cl)� �'' ■ 6" PVC E IE=405.62 RIM:412.46 / ■ - Q CO = ■.■ ■■■■.■i■■■■■■.■■■■■■■■■� IE: 411.21 6" (S) // ■ w d .4 • a . 5.00' - ■ ■ o PROTECT EXISTING a o ■ BLOCK WALL ■ KEYNOTES 5 ' 5.00' 3.10' 3 1 NEW BENCH, TABLE, AND GARBAGE CONTAINERS. COORDINATE LOCATION FOR INSTALLATION d ■ FRENCH DRAIN ■ O WITH ANDREW HOLLENBACK. � � ■ C2.4 � � ■ N I ■ 2O ADA LEVEL LANDING. SLOPE SHALL NOT EXCEED 2.0% IN ANY DIRECTION. ■■■■,■■■■■■■■■■■■■■■■■■,,,,,,■■■■■■� ■ 76 LF 6" PERF. PIPE @ 5.44% AREA 3 I M P ROVM E NTS : : O ADA-COMPLIANT PARKING STALL. SLOPE SHALL NOT EXCCEED 2.0% IN ANY DIRECTION. 1 ill = 5' ■ ■ L 4O PARKING STRIPE SHALL BE 4" PAINTED WHITE ■ \ ■ 5O CROSSWALK SHALL BE WHITE THERMOPLASTIC PAINTED 4" SINGLE WHITE SOLID LINES @ 2' O . C . TRANSITION EG: 405.63 i \ / i \ \ \ ■ �� \ ■ = PANEL 2300�1 X ,� \ \ \ ■� \ ■ O7 ACCESSIBLE PARKING STALL SIGN. REINSTALL EXISTING SIGNAGE ON NEW POLE. EG: 405.74 Q \ \ ■ \ ■ EG: 405.56 \ . R23.0' \. ■ \ ■ M o EG: 404.96 / / \ \ �_ ■ \ . 8O NO PARKING -ADA ACCESS AISLE" SIGN - �\ N `Y' I \ A ■ \\ ■ INSTALL OUTDOOR CONDENSING UNIT INSIDE METAL CAGE. PROVIDE PROPERTY ARMOR BRAND \ N - / STCB 3210. RIM.=404.88 ■ rr ` \ ■ PRO SERIES P3 CAGE WITH REAR GATE, MASTERLOCK PUCK LOCK KA WITH PROTECTIVE LOCK �- > - U - 12" CPP W IE=402.48 ( FG: 405.52 ` \ \ O COVER, AND ANCHOR KIT. CAGE SHALL BE POWDER COAT BLACK. CAGE SIZE TO BE 1' - 0" LARGER I FG: 405.57 5.00' \ 12" CPP NE IE=402.48 ■ \ \ \ ■ THAN UNIT DIMENSIONS. (L x W x H) EG:404.93 \ \ � ■ 1 \ \ � \ \ \ O CHANGE IN CURB TYPE / END CURB (SEE LEGEND ON SHEET C2.0) 0 0 I CO o O � 2 o EG: 405.01 \ \ . \� 1 \\ \\ ■ O LO O ■ \ FG:t405.57 = ■ / \ \ \\ \\ . 1.00% \ I EG:405.42 Q FG: 405.52 � SDCO #6 � � i CROSSWALK ■ RIM:408.3412" I o SHALL BE EG: 405.39 = ■ IE: 407.09 6" (N) V OI I ■ > > THERMOPLASTIC 6 - IE. 407.09 6 (SE) FG:405.07 J�, ■ t ` ■ FG:405.56 ■ l fG: 405.h2 o X X FG: 406.06 EG:405.55 ■ \Ap \ \ \ RESTORE MATCH EXISTINGDSCAPING TO 1.00% X ■ 39 LF 6" PVC @ 5.91% \ CONDITIONS WITH 6" b Q FG: 406.11 EG: 406.05 \ \ TOPSOIL AND GRASS SEED. ? O O Z FG:405.61 - ■ \ \ r I roo z =aa0 ■ \\ \ - I 1.00% : STCB 2426 RIM=407.19 5.00 EG: 406.08 - 6" 'PVC' N fE=404.39 \ \ I X \ ■ 6" PVC E IL=404.29 ■ FG: 05.16 \ ■ 6". PVC W. IE=404,29 ■ EG:405.14 5 FG: .12 \ 0 FG:405.56 Q FG 405.62 ■ _FG: 405.10 Pr,- An n7 L1 a \\ o CONNECT TO EXISTING M I I r M N N I M 111111111111 AREA 2 I M P ill =5' 0 0 Know what's beIow. Call before you dig. U TRAFFIC DIRECTIONAL EG: 405.49 EG: 406.28 X ARROW SHALL BE 1.31 % _ THERMOPLASTIC o EG:406.16 O EG:406.09 � o 00 EG: 406.13 1.64% EG: 406.22� \ a a = 5.00' OVEMENTS GRAPHIC SCALE 0 5 10 1" = 5 FEET N AREA 6 IMPROVEMENTS 1"=10' a STORM SYSTEM. REPAIR ■ CONCRETE MOW STRIP TO MATCH EXISTING. GRAPHIC SCALE 0 5 10 20 1" = 10 FEET R=430609 W LO LO N O 0 N Ab TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 Fax www.ahbl.com WEB Project Title: MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL Client: RENTON SCHOOL DISTRICT ANDREW HOLLENBACK 300 SOUTHWEST 7TH STREET RENTON, WA 98057 Project No. 2230871.10 Issue Set & Date: A A PERMIT SET J U N E 21, 2024 6/20/2024 NOTICE ALTERATION OF THIS DOCUMENT SHALL IW A DATE THE PROFESSIONAL SEAL AND SIGNATURE PUIMATI N OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED OMlERM RIGHTS N IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROD= MIRED N THE 1IT E BLOCK AND IS NOT TO BE USED FOR REPAIR, REMODEL OR ADDITION TO THAT PROJ= OR FOR ANY OTHER PROM Revisions: Sheet Title: AREA 2,3 AND 6 IMPROVEMENTS Designed by: Drawn by: Checked by: JH JH DCN Sheet No. C2.2 09 of 12 Sheets MAPLEWOOD HEIGHTS ELEMENTARY SCHOOLLO A PORTION OF THESE 1/4 OF THE NE 1/4 OF SEC. 15, TWNm 23 N., c'n1q RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON. 41 ■ GARBAGE CAN 1 ■ ■ \ r a ■ I � � ■ o � I ■ I ■ �a� a ■ ■ X \ .° ■ I j OD INFIELD RESTORATION I` .a j I ■ 1. SCARIFY INFIELD 6" - 8" DEPTH OUT TO EDGE OF DIRT a, ■ ■ 2. REMOVE ALL VEGETATION FROM SCARIFIED REGION I' ■ ■ 3. REMOVE ANY ROCKS EXPOSED DURING SCARIFYING I e x ■ ■ 4. GRADE INFIELD AREA TO MATCH EXISTING CONDITIONS I ■ ■ EDGE OF 5. ROLL DISTURBED AREA TO 85% COMPACTION I ° a ■ ■ T 6. PROTECT HOME PLATE, 1ST, 2ND, AND 3RD BASES TO REMAIN ■ D I R ■ Io : ■ ■ x ■ I ■ ■ ■ 1a x ■ ■ �OGj I ■ ■ PROVIDE AND INSTALL I ■ ■ NEW CHAINLINK FENCE K ■ FABRIC ON BASEBALL I. ■ CAGE BACKSTOP. ■ �X�X x ■ ■ \ x,x ------�-� ■HOME ■ ■ x ■ ■ CONSTRUCT NEW WOOD BACKSTOP ■ j ■ 4" 4" 8' TREATED LUMBER ■ (2) - x x (POSTS) x ■ ■ ■ (5) - 2" x 10" x 16' TREATED LUMBER (CROSSES) ■ " ■ (10) - 3/4 x 8" GALVANIZED EXTERIOR CARRIAGE x ■ ■ BOLTS AND ASSOCIATED WASHERS AND NUTS. ■ ■ I ■ ■ X ■ ■ A- x xX-x.�-'J( ■ X-X-X_�X�°X Q 4 ° ■ °.. g ° .a ° °Q I ■ ° AREA 7 IMPROVEMENTS 1 " = 10' GRAPHIC SCALE 0 5 10 20 1" = 10 FEET 7 0 0 Know what's beIow. Call before you dig. KEYNOTES ONEW BENCH, TABLE, AND GARBAGE CONTAINERS. COORDINATE LOCATION FOR INSTALLATION WITH ANDREW HOLLENBACK. 2O ADA LEVEL LANDING. SLOPE SHALL NOT EXCEED 2.0% IN ANY DIRECTION. OADA-COMPLIANT PARKING STALL. SLOPE SHALL NOT EXCCEED 2.0% IN ANY DIRECTION. 4O PARKING STRIPE SHALL BE 4" PAINTED WHITE O5 CROSSWALK SHALL BE WHITE THERMOPLASTIC O6 PAINTED 4" SINGLE WHITE SOLID LINES @ 2' O.C. O7 ACCESSIBLE PARKING STALL SIGN. REINSTALL EXISTING SIGNAGE ON NEW POLE. O8 "NO PARKING - ADA ACCESS AISLE" SIGN INSTALL OUTDOOR CONDENSING UNIT INSIDE METAL CAGE. PROVIDE PROPERTY ARMOR BRAND O9 PRO SERIES P3 CAGE WITH REAR GATE, MASTERLOCK PUCK LOCK KA WITH PROTECTIVE LOCK COVER, AND ANCHOR KIT. CAGE SHALL BE POWDER COAT BLACK. CAGE SIZE TO BE 1' - 0" LARGER THAN UNIT DIMENSIONS. (L x W x H) N ■ I SD ■ IE: 410.95 6" (SW) \ ■ ■ \ IE: 410.95 6" (SE) \ SDCO #1, CO \ \ \ 3 \ ■ ■ RIM: 407.65 ■ IE: 406.59 6" (NE) \ \ \ 3 \ 8" ■ ■ IE: 406.59 6" (W) I / \ \ \ FRENCC2.4 M14" ■ .......................... T \ \ \ \\ ■ EG:407.87 \ \ \ ■ ■ ............................... \ \ ■ . 1 ./.A 4 \ ;1� / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. \ \ \ \ \\ ■ ■ 6,, V\ . . \ . . . . . . . . . . \ I \ \ ■ ■ O �o �F \ . .. . . . . . . . . . . . . . . . . \ \ \ \ \ ■ ■ CONNECT 6" STORM \\ \ LINE TO EXISTING C \ ■ STORM SYSTEM \ ■ IE: 403.57 V ■ o EG: 411.96 ■ 1 TABLE \ ; ■ EG: 407.61______9 \ \ \ \ ■ ■ ■ ........................\..... ........... .....\� \ \ ■ ■ Q........ .............. \ \ \\ \\■ ■ \.......... . ........ ..\ . / ............ ......... ■................................. ................ ... ......... .......... ■ \........... .........................� \ ■ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .\ / . SDCO #3, CO \ ■ ■ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Q.\. ...... . \ . RIM: 412.13 \ ■ ■ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \ ..�. IE: 410.42 6" (SW) \■ ■ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .\ / �I . . . . . . . . . . . . . . . . . . . I IE: 410.42 6" (NW) ■ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / I. \\ \ ■ ........................ � .......... ........... . RUBBERIC �/ �F i I ■ ■ . . . . . . . . . . . . . . . . . . . . . . . . . STCB 527 'RIM=405.51 . . . \ \ ( S U R / C.E . . . . Q� / d I I■ ■ 6 PVC NE IE=403.36 . . . . . . . .\. i j.. .I / / I I ■ ■ 8" PVC. SE .1E=40.3.16. Q . � �, � . .I /�F / i` �• � . . . . . . . . . . . . . . . . . . . . . . . . . . 6" .PVC NW IE=403.33 x. . ■ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \. .�. . . . . . . . . . . . . . . . . . . .\\. .T_. . . . . . . _ ._ \ \ 1 1r .....................................................\ EG�.�7..22. ■ Q ■ \\ SDCO #4, CO \.\ RIM:408.05 ; ■ \ IE: 406.19 6" k \ 1 IE: 406.19 6" (NE) ADA \ \ 1 ACCESSIBLE TABLE 43 LF 6" DI CL52 @ 6.00% \\ \A \ 1 1 BENCHES \ REPAINT EXISTING \ , ■ \ \ 4-SQUARE IMPAC�'fD \� BY WORK \ 1 \ 1 ■ ■ EXISTING TYPE 1 \ \ o \\ \ ■ RIM: 406.24 ■ IE: 402.89 8" (NW) EXISTING 1 ■ IE: 403.59 6" (N) PROPOSED ■ IE: 403.59 6" (W) EXISTING 1 GARBAGE CAN 1 IE: 402.94 12" (S) EXISTING . 1 ■ -D -D - .-D - - -D - ._._. . . . . . . . . i . I i . . . \ ■ L .o I 1 AREA 5 IMPROVEMENTS PIPE CROSSING INFORMATION 1"=10' 2L 2L O PROP. 6" O PROP. 6" D.I. STORM D.I. STORM 1.50' 1 E= 406.37 1.52' I E= 405.74 PROP 6" WATER PROP 6" WATER T.O. P= 404.87 T.O. P= 404.22 (O PROP. 6" PERF. STORM 6.50' IE= 410.61 PROP 6" WATER L T.O. P= 404.11 R=43061 0 TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Project Title: MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL Client: RENTON SCHOOL DISTRICT ANDREW HOLLENBACK 300 SOUTHWEST 7TH STREET RENTON, WA 98057 Project No. 2230871.10 Issue Set & Date: A A PERMIT SET J U N E 21, 2024 6/20/2024 NOTICE ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE PROFESSIONAL SEAL AND SIGNATURE PUIMATI N OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED OMlERM RIGHTS N IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROD= MIRED N THE 1IT E BLOCK AND IS NOT TO BE USED FOR REPAIR, REMODEL OR ADDITION TO THAT PROJ= OR FOR ANY OTHER PROM Revisions: Sheet Title: AREA 5 AND 7 IMPROVEMENTS Designed by: Drawn by: Checked bv: JH JH DCN Sheet No. C2.3 10 of 12 Sheets DEVELOPMENT ENGINEERING SAMorman 07/05/2024 ' MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL A PORTION OF THESE 1/4 OF THE NE 1/4 OF SEC. 15, TWNm 23 N., RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON. o HMA CL 1/2", PG 64-22 PER WSDOT 9-03.8(6) AND 9-02.1(4) (E CRUSHED SURFACING BASE COURSE PER WSDOT 9-03.9(3) SUBGRADE NOTES: 1. DEPTHS INDICATED ARE COMPACTED THICKNESS. 2. HMA SHALL BE COMPACTED TO A TARGET AVERAGE DENSITY OF 92% BASED ON THE RICE THEORETICAL MAXIMUM DENSITY PER ASTM D-2041. INDIVIDUAL LOCATIONS SHALL BE COMPACTED NOT LESS THAN 90% NOR MORE THAN 96%. 3. ALL ASPHALT BASE MATERIAL SHALL BE COMPACTED TO A MINIMUM DENSITY OF 95% BASED ON THE MODIFIED PROCTOR MAXIMUM DRY DENSITY PER ASTM D-1557. 4. SUBGRADE SHALL BE COMPACTED TO A FIRM AND UNYIELDING CONDITION PRIOR TO PLACEMENT OF ANY PAVEMENT LAYERS. ANY LOCALIZED ZONES OF SOFT, ORGANIC -RICH, OR DEBRIS -LADEN SOILS SHOULD BE OVEREXCAVATED AND REPLACED WITH STRUCTURAL FILL MATERIAL. 5. RECYCLED CONCRETE IS NOT ACCEPTABLE. 6. SEAL JOINTS WITH EMULSIFIED ASPHALT PER PROJECT SPECIFICATIONS. ASPHALT PAVEMENT NOT TO SCALE 4" F , a e r� CEMENT CONCRETE PAVEMENT EM - CRUSHED SURFACING BASE �//��///�,/ / / COURSE PER WSDOT 9-03.9(3) 4 �� .. 'v'v�R SUBGRADE NOTES: 1. DEPTHS INDICATED ARE COMPACTED THICKNESSES. 2. CEMENT CONCRETE PAVEMENT SHALL CONSIST OF PORTLAND CEMENT CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AND A MINIMUM RUPTURE MODULUS OF 580 PSI. 3. ALL BASE MATERIAL SHALL BE COMPACTED TO A MINIMUM DENSITY OF 95% BASED ON THE MODIFIED PROCTOR MAXIMUM DRY DENSITY PER ASTM D-1557. 4. SUBGRADE SHALL BE COMPACTED TO A FIRM AND UNYIELDING CONDITION PRIOR TO PLACEMENT OF ANY PAVEMENT LAYERS. ANY LOCALIZED ZONES OF SOFT, ORGANIC -RICH, OR DEBRIS -LADEN SOILS SHOULD BE OVEREXCAVATED AND REPLACED WITH STRUCTURAL FILL MATERIAL. 5. RECYCLED CONCRETE IS NOT ACCEPTABLE. CEMENT CONCRETE NOT TO SCALE 0 0 Know what's beIow. call before you dig. TOP SOIL AND SEED GRAVEL BACKFILL FOR DRAINS PER WSDOT 9-03.12(4) PERMEABLE GEOTEXTILE SEPARATION FABRIC 6" PERFORATED OR SLOTTED RIGID PVC PIPE FRENCH DRAIN NOT TO SCALE 5-1 1 R PAVEMENT 1/2" e r� a d. TOP OF CURB AT APPROACH ° r4. ° . VERTICAL CURB NOT TO SCALE z N FINISH GROUND GRADE NOTE CONSTRUCTION SHALL CONFORM TO WSDOT SPEC. 8-04.3 5-0" (8'-0" VAN) UNLESS OTHERWISE SHOWN ON 8'-0" UNLESS OTHERWISE PLAN SHOWN ON PLAN ADA PARKING STALL LAYOUT NOT TO SCALE PLANIrNCo BLOS,UNDISTURBED UNOiSTURBEO ILIRF LAY1NiAREAS, VEDETAIE(]N, SEE NOTE T SEE NOTE 1 r Y.I 'Illl I, I�..1r5I I+� III!Il.�r LII UNULS 1 VkAEp CRASS: SEEP OR $DO NATIVE VEGETATION �{ \. UNDISTURBED NATIVE SOIL �• UNDISTUF7EED NATIVE SDI OPTION 1 - NO DISTURBANCE 3'4' AHBORI ST WOOD CNIP MULCH. SEE STO. PLAN 262.50 3" OF COMPOST MORPOIIATEO INTO 5" OF SITE SOIL ITOTAL AMENDED DEPTH OF 9,F FOR A SETTLED DEPTH OF 8') PLANTING BEDS TURF (LAWN) AF" 10 GRASS: SEED OR SOD 173' OF COMPOST INCORPORATED INTO 5P6' OF SITS SOIL (TOTAL AMENDED DEPTH OF R6', FOR A SETTLE➢ DEFIH OF S') ! =11 . 1-11: 1-1 1=1_I:-1_I=1_I'=1_I-1_N 5UDS0I1-SCARIFIED 4" BELOW SUBSOIL SCARIFIED 4' SELO W COMPOST AMENDED LAYER COMPOST AMENDED LAYER S _�..\+ =; . `7 (12' SELO N SCIL SURFACE) fT2" BELOW SOIL SURFACE(•.yRIL OPTIONS 2,_3, AND 4 • AMEND IN PLACE OR STOCKPILE AND AMEND PLANTING KOS TURF lLAW AR EAS r-4' ARBORIST WOOD CHIP MULCH- SEE STO. PLAN 252.60 6"IMPORTED TOPSOIL MIX (COMPACTED DEPTH) SUBSOIL 15 SCARFED T BROW IMPORTED TOPSOI L MI% PUBLIC WORKS DEPARTMENT D• 6' 12' OPTION 5 - IMPORTED TOPSOIL GRASS, SEED OR Soo NOTES: 1. AREAS OF NO DISTURBANCE TO 8E FENCED AND CMTIW VEGETATION AND SAIL TO BE PROTECTED FROM CONSTRUCTION IMPACTS. 6' 1NIPORTE6 TDPSO L MIX (COMPACTED GENERAL NOTES: DEPTH 1. TO MEASURE SETTLED DEPTH, WATER SOIL SUFFICIENT4Y TO FI,IL4Y SATURATE WITHOUT CAUSI NG r"ION SUBSOIL iS Z COMPOST TO MEET Sip. PLAN 26Z.60 SCARIFIED V BELOW IMPORTED 3. COMPACTION OF TOPSOIL (WHERE REWIRED) TOPSOIL MI% TO BE TO 85% OF STANDARD PROCTOR 4. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REOUIR€MENTS UN LE55 0T HERVaISI NDTEO, DRA W ING L$ NOT TO W-Aa INT51 STD. PLAN - 254.0D A 9: SOIL AMENDMENT SECTIONS GAZ 9/28/2018 1 SOIL AMENDMENT SECTIONS NOT TO SCALE SAND - OR SIGN AT VAN STALL ONLY 2" DIA SCHEDULE 40 GALVANIZED METAL PIPE FINISHED GRADE I MOUNTING ON MU TINO (METAL POLE OR LUMINMRE PARKING SIGNAGE VAN - ACCESSIBLE co I- z Lu 2 Lu LU QQ ui 0 >U) In Q QI I � I II I I I I I II I I N o a o. . a 0 2500 PSI CONCRETE 8" MINI 4" MIN f� ACCESSIBLE PARKING SIGN NOT TO SCALE R=430611 LO LO N O 0 N Am TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Project Title: MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL Client: RENTON SCHOOL DISTRICT ANDREW HOLLENBACK 300 SOUTHWEST 7TH STREET RENTON, WA 98057 Project No. 2230871.10 Issue Set & Date: PERMIT SET J U N E 21, 2024 `W- -W-w 6/20/2024 NOTICE ALMtATO OF THIS DWAENT SHALL INVALIDATE THE PROFESSIONAL. SEAL AND SIGNATURE PUBUCATiON OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED MEtS f WM N R: THIS DOCUMENT IS FOR USE ONLY FOR THE PROTECT DENTIRED N THE TITLE BLOCN AND IS NOT TO BE USED FOR REPAR• REMODEL OR AWTION TO THAT PRUXT OR FOR ANY OTHER PRO ECT. A A Revisions: Sheet Title: NOTES AND DETAILS Designed by: Drawn by: Checked by: JH JH DCN Sheet No- C2m4 11 of 12 Sheets MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL A PORTION OF THESE 1/4 OF THE NE 1/4 OF SEC. 15, TWNm 23 N., RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON. Dow Sign Lnuelope ID: 3131 133403 TFQA-476G-AD 133.4329FFF-OCIQ8 0 a OPEN PICKM i- 1-1A I FAu= (ju I H IC: {2y 2iW-15 SS SOCKET HEAD CAP SCREW (A_.LENHEAD)WIWSHRS ON A W DIA BOLT CIRCLE CAST IROK FRAME AND COVER, SEE NOTE 3 -- :� c 8- ASPHALT. SEE NQTI=1 CLEANDUT RISER, SEE NOTE 2 SOIL TIGHT 45' BEND WYE �VDIA � £S•si13` DIA Ta1R DIA 15" PIA FRAME SECTION PAVED AREA [TYP. ) CLfAN4UT RJ$ER. SEE NOTE 2 , SOIL TIGHT y - COUPLER tMDE RORA IN, FOOTING DRAIN CDLLI`CTOR, OR - i` ROOF DRAIN COLLECTOR PFPF, SEE NOTE 1 I CLEANOUT RISER LOCATED WITHIN .�-� llllh I1 TO QVERFLt]W STRUCTURE 0,R ��`��nn.• $TQRU MAIN ,{ f MECrtAN ICAL PLUG OR CON71INUED CDNNECTTON TYPICAL CLEANOUT CONFIGURATION ELEVATION B-13OU' CIA 54v COVER SECTION ' I EXTEND GLEAN4UT RISER a` ABOVE DESIGN PONDINN3 ELEVATION OR PER PLANT :� ± � Z7FSI['i,N PONTJING _ F4'GC1WACTE0 SAND OR GRAVEL BACF{FLL1 FOR DRAINS R ER WSODT 9-173.12(d 1 FERNCD GA,I#df ETE�T OIJNK CAP OR SIMILAR 4" STiiGJ4f'AHED Cn69LE': — PER WSDOT E-0.3-11(2) NOTESo I. DIAMETER TO BE 8-INCHES F,iNIMUM PRIVATE, S-INCHES MIN1µ1_ M PUELIC UNDERDRAI�N PIPE PER STD- PLAN 252,10. 2, CLEANOuT RISER SHALL BE SAME MATERIAL AS CONNECTED udNDERDRAIN, FOOTING DRAIN COLLECTOR, QR ROOF DRAIN COLLECTOR PIPE 3, FRAME AND COVER SHALL BC Ed PRODUCTS 3BT5ZIPT AND N75APT OR APPROVED EOUX, COVER TO BE LOCKING WITH ALLEN HEAD BOLT. MARKED -STORM` CR �RAIH' 4, FOR CLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BbORETENTION PONDING AREA. POUR 8' THHC4. Y32' SQUARE CONCRETE COLLAR AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSN GENERAL NOTES: 1, CLEANOUTS FOR UNDERORMN. FOOTING DRAIN COLLECTOR, AND ROOF DRAINi COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY IOD FEET. AT EVERY 90 DEGREE OR SECOND 45 DEGREE aEND, AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDERDRAIN PIPE NOT CONNECTED TO AN OVERFLOW STRUCTURE CLEANOIITH SHALL BE INSTALLED TO ALLaW FOR MniNTE1fAJNCE ACCESS TO ALL PIPES FITTINGS 2 ALL SHALL BE SCIL T1GHT. 3 CLEANGUT RISER SHALL BE LOCATED OUTSIDE OF BIOREfENTIDN PON DING WHERE POSSIBLE 4. CLEANCuTS SHALL NOT FiE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERwiSE APPROUEI} 13Y THE CFTY. UNLESS OTHERWISE NOTED. DRAWING15NOTTOSCALE!NTS, 5TD, PLAN - 2, "00 PUBLIC WORKS N+eD IIPlaauy; *11 DEPARTMENT STORM SYSTEM CLEANOUT artin Pastucha1: �A�j$��a o ' sldwu DATE STORM DRAIN CLEAN OUT NOT TO SCALE o- 0 S0 Know what's beIow. Call before you dig. 18: LL 19 CORNER OR END POSTS 10' MAX. - SEE SPECIFICATIONS KNUCKLE FABRIC 1/2 WAY UP RAIL FOR SAFETY (TOP AND BOTTOM) FENCE FABRIC, 2" GALVANIZED MESH - SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION CONCRETE FOOTING 2'-0" M I N NOTES: 1. SUBMIT SHOP DRAWINGS FOR ALL FENCES AND GATES. 2. SEE SPECS FOR FINISH INFO. 3. ALL POSTS TO BE INSTALLED WITH CAPS. CHAINLINK FENCE NOT TO SCALE CORNER OR END POSTS BRACE RAIL X GALVANIZED CHAIN -LINK FENCE FORK LATCH KIT DIA. TRUSS ROD FOR GATES 6' AND WIDER VARIES - J N SEE PLANS 10" MIN. 0 PER PLANS 6" TYP. SWING PERSON GATE NOT TO SCALE TOP RAIL BOTTOM RAIL 10" MIN. DIA STANDARD GATE HINGE FENCE FABRIC - 2" GALVANIZED MESH BANDS AND STRETCHER BAR AT END AND CORNER POSTS %4" X 1/4" FLAT STRETCHER GATE FRAME HOLD BOTTOM RAIL BETWEEN 1 1/2" AND 2" FROM FINISHED GRADE FINISH GRADE CONCRETE FOOTING NOTES: 1. SUBMIT SHOP DRAWINGS FOR ALL FENCES AND GATES. 2. SEE SPECS FOR FINISH INFO. 3. ALL POSTS TO BE INSTALLED WITH CAPS. R=430612 LO LO N 0 0 N rig TACOMA - SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Project Title: MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL Client: RENTON SCHOOL DISTRICT ANDREW HOLLENBACK 300 SOUTHWEST 7TH STREET RENTON, WA 98057 Project No. 2230871.10 Issue Set & Date: PERMIT SET J U N E 21, 2024 6/20/2024 NOTICE ALTERATION OF THIS DOCFIIENT SHALL IWADATE THE PROFESSIONAL SEAL AND SIGNATURE PUBLICATION OF THIS DOCUIENT DOES NOT DEROGATE FROM RESERVED OMlERM RK M N IT. THIS DWAIENT IS FOR USE ONLY FOR THE PKIECT WIRED N THE TIRE BLOCK AID IS NOT TO BE USED FOR REPAR, REMODEL OR ADDITION TO THAT PROM OR FOR ANY OTHER PKIECT. A A A Revisions: Sheet Title: NOTES AND DETAILS Designed by: Drawn by: Checked by: JH JH DCN Sheet No- 5 ■ 12 of 12 Sheets