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HomeMy WebLinkAboutR-430610MAPLEWOOD 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