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HomeMy WebLinkAboutR-368904A PORTION OF SEC. 4, TWP. 23 N., RGE. E., W.M., KING COUNTY WASHINGTON CATCH BASIN SCHEDULE: KEYNOTES 1 1 t I ss sv - I- I / SSMH #1 (PRIVATE) _ I 33A CB#33A, ❑ ❑ #3 t CNNECT TO UNDERDRAIN RIM= 380:98 1� 15B / '380-_ i 7 000� ❑RI 381E 2-48°4 33GRM3379.64 33LCB 3L, TYPE 2-48°4 O COORDINATE WITH LANDSCAPE ;r r IE- 372.31 (6"NW;SE _ _ _ _ _ (EXISTING) IE= 372.18 (8" SP1) 12 1ENNECT 2, 8" (ERDRAI IE=CO ECT T, 8° (N,SSE) RIM= 4.38 1CONNECT TO EXISTING CATCH BASIN OR MANHOLESs 16 -7(S>NECT TO UNDERDRAIN UNDERDRAINS (NESW) IE= 374.38, 81S(S),E) O RECONNECT. EXISTING PIPES TO PROPOSED CATCH SS a 1� % � ` � ��SS SNB / (�O 338 CB/338, TYPE 2-48"0 33H CBj(33H _ BASIN OR MANHOLE / / 3 ti / ❑RIM= 381.01 ❑RIM= 380.50 33M CATCH TYPE 2-48°0 50 F 6° PVC 4 60 LF SANITARY SEWER SHALL BE COORDINATED CROSSING I IE=.375.67, UNDERDRAIN CATCH BASIN SHALL BE CONTRACTOR SHALL ERS O 2,09 cxeptac SCALE CHILDHOOD NE 16TH TLEARNING CENTERCONTRACTOR AND I 1 \ � I CONNECT TO UNDERDRAIN 24° SQUARE BY NDS. ADJUST EXISTING RIM TO I 0 10 20 40FEEf GRATE SHALL BE SHALL BE CONSTRUCTED PRIOR TO CONSTRUCTION OF (S) MATCH GRADE 24" LOCUST SOLID LOCKING COVER - / 33CCB#33C BY IRON AGE DESIGNS. RIM=380:51 NE 16TH ST ROADWAY IMPROVEMENTS. 3� I 1' = e0 FEET RIM 37952 IE= 377.20, 8" (N,S) IE=373.92, 18" (W) O5 CONNECT DOWNSPOUT OF EXISTING BUILDING T0. m CONNECT TO W I IE 37606 8 (W,NE,S) IE=374.02 EXIST 12" (SE) DRAINAGE SYSTEM WITH 6 -INCH DIAMETER PIPE / / 1 ,� I 33K WORK LIMITS 13 O CONNECT TO UNDERDRAIN UNDERDRAINS (W) CHANNELIZED (NO SUMP) z W I,' I - - - - - - - I I- = 3 U 2 • 0 4 (N) © : REDUCED PRESSURE BACKFLOW ASSEMBLY IN HOTBOX \ 331 CB/331 w z •� 3 / - ❑ - ❑ 33NRM380.41 PER DETAIL 6'20.1. v 33D CB 3D RIM= 381.50 o W / I / / ; j / % RIM= 380.55 IE= 377.42, 8° (N) IE=377.00, 6" (SW, N) tr V. 1 / / / 5'O + I c I I IE= 376.39,.8° (E,W,S) CONNECT TO 7O. VERTICAL SEPARATIONBETWEENSTORM DRAIN AND o_ ;�j I UNDERDRAINS (SW) F33-ol cB$330 . - WATER LINE MUST BE 6", WITH WATER LINE BELOW ISO I : 33E CB/33E RIM 379.93 STORM DRAIN. z / • / r' - EXISTIN ATO WA7�R RIM= 379.33 33JCB#33J IE.377.72 6 (N) INFlLTT�� ON ENCIN IE 376.67, 8° (W) RIM= 380.75 IE=376.83, 8" (NW, S) ® VERTICAL SEPARATION BETWEEN SANITARY SEWEti-AND z �a .i \ 1 BY 0711 S, TET IE= 377.75, 8" (E) STORM DRAIN IS 1'-5'. r 33F CB/33F, CONNECT TO Q / TEE / / \ / \� + ❑RIM= 379.30 UNDERDRAINS (S) i (/ -'�� I ;---� IE 375.92, 8"(S) W IE (NE 374.60 i � EX STORM I WOR UMI ! `- PROTECT \ WORK LIMITS I I IE 375.82, 8" (NW) 33K /33K, TYPE 2-48"9 3 6° (EXISTING) CONNECT CONNECTECT TO SAND BOX RIM= 382.00 \j DRAIN (S) IE=372.49± EXIST 12" W " / ( I \ I I I 73LF 8°6 / IE= 37249, 18" (NE) UNDERDRAIN \j 0 k 04.937 / SEE CB/33K NOTES FOR 00 SEE LANDSCAPE 0m \ I d - ADDITIONAL DETAILS \ �- -Z ----- s gp�. sem. _ LEGEND } � // / �. SS: Zs ( / +. \J \ x 3 / b° �33 D 37.I--� I 'i li/0/CF' `. � 0 1 33 \ ----- D�)Z EXISTING / Pb �. .-- 7�'_ �• t o ' �. - - - I - ------ UNDERORAINS - SEE LANDSCAPE - L¢ �r7 4 �F R L �:� \� r 6 _� 1 O' - W` _ W i. -�-•- STORM DRAIN -SD- SSUTS B �\ f ` \y�0 O 3 J \ - - - - �D-�., ` - - -SS SANITARY SEWER SS- - \�/ / \ IE=375..8OS�'� �'���� V % `.� - �,� _AJLOUT / _ 8 -W- WATER -W- / TORM PROTECT 8 23 l / / \� \ / UNDERDRAIN �� r - • SSCO SANITARY SEWER CLEANOUT PER // � 1- �� r-� - e DETAIL ,p+ �!/\ SEE LANDSCAPE T s 1 ® PERFO D U DEfi �R 1 k w s C2.1 UNDERDRAINB(3TYP.) y • e9i I \ 1 - - \ X � \ 33C 11 =377.02 SEE LANDSCAPE _ OPANOU 1 {,. ANOUT // I I 2 33L GENERAL NOTES 20LF 6"DI L SEE LANDSCAPE AND ARCHITECTURAL PLANS FOR 1 6°pI 19LF TO SD ®P.OZ ® 209 ®0.5% •e�S LF �0 I - HORIZONTAL CONTROL, SIDEWALK, STAIRS, RAILINGS, / 11LF 8"4 33H 76LF 800 SD ® 0.83% \ \ �® \\ &0.5 .'.WALL, AND OTHER SITE DETAILS. A,' / ® 0.50% + 0 3® of 25LF T SD SSCO, IE=378.78 \ / 3 ` `�33 ( I� 2 ALL STORM PIPE SHALL BE LINED CORRUGATED �r ` // 331 - , - - 4LF 6°PVC \ \ �\ 330 POLYETHYLENE PIPE OR AS ALLOWED BY THE 2009 r ROOF DRAIN �,� / KING COUNTY SURFACE WATER DESIGN MANUAL WITH 7 -CLEANOUT ®.20 j ` RENTON AMENDMENTS UNLESS. NOTED OTHERWISE. �- / �•,.� --j -- �_ )--- � � �. � � � ,/ 3. SEE TRENCH BACKFILL DETAIL 7 SHEET C21 4. SEE LANDSCAPE PLANS FOR FENCING, MOW STRIP, 7 WORK LIM AND OTHER SITE PLAYGROUND DETAILS. - � I N 5. STORM CATCH BASINS SHALL BE TYPE t CO WITH / / \ �� '1' , \ I - �• I I OLYMPIC FOUNDARY 20°X2e LOCKING FRAME AND GRATE "TWS" ADA PEDESTRIAN GRATE UNLESS NOTED 33 5 11LF-8"SD _ I ( OTHERWISE. EXISTING 1" W METER -" 5 5 ROOF DRAIN 0 0.59 I ^� r a/ ; .i 6' SD ®2. % 6. AREA DRAINS SHALL BE 12" NYLOPLAST INUNE. & SERVICE STUB INSTALLED .'� OLF 8"0 SD CLEANOUT o 32 oS "� I DRAINS (OR APPROVED EQUAL) WITH AN ADA GRATE. ( / 8p;Y OTHERS/ `IX NM . ,.,, -* 0 0.85 24LF 6"0 ®2% IE=376.64 ® 33F I R=368904 SS POC t S' I 7 ENGINEER VERIFY ALL POINTS OF CONNECTION. CONTACT I \T / ROOF DRAIN IE=378.86 b I .ENGINEER IF DISCREPANCIES ARE DISCOVERED. I / / PROOTECT 118LF t" PVC CLEANOUT 1 + °4 ®2% WATER LINE IE=377.10 23LF 6 5 oti0 I 5 t\. \ B. PROVIDE POWER TO HOT BOX FROM RESTROOM. 9. ..COORDINATE SANITARY SEWER LOCATION WITH PLAY RESTROOM o AREA DRAIN , o I EQUIPMENT FOUNDATION LOCATIONS. BID SET �, RIM=379.93 (' O WORK LIMITS ( ` FEE= 380.36 T IE=376.80 _ \ i --' + II ' I" civil Engineers rte- \ � I I Swctuml Engineers /-SHEET-SHEET CLO ' � � I `�� �„ n AREA LIMITS FOR A - I� ` r ° I i I I I II c•'' landscape Architects /�h - /' v �� I I Community Planners C9� 1 / I I I Lang Surveyors �` -e / 38 y I III III S pan Checked for Compliance to City Standards Neighbors A 11-\ 3>9, �� / ` \ � i 1 i I I I I ,p0 5goy •e�o�f� - BEE 1HET C1. w, FOR SAING / \ I ! I I II su, Nonce TACOMA SEATTLE AREA h I. �l / /J I I 1 I0 8¢c7t" a'�igj61�01O1fMf"`�9F SPOKANE • TRI -CITIES �L YYY ! / ��,�/ IRitS9YW24NO9]YP�P9GIW6 I I +8g Gl .ors ooarxrar: xorurw.sos, avnxo ' �''• - J ! I I 3I0NAL 81� as m�mora0xua�m / uoawrtroaua,rwaow;romw 253.3832422 TEL 253.3832572 FAX Wwa.ahbl.00m WEB 2215 North 30111 Street, Suite 300 Tacoma, WA9840i wxreYE¢ sr�c vmncun ,uw , AS NOTED 0�0 N D tp°`T°°' CITY OF MEADOW CREST PLAYGROUND 06/28/2013 J. KELLY ru .REN TON RENTON SCHOOL DISTRICT o`er°°` 2 REVISED PER CITY OF RENTON RE 7.18.13 DN M. 5fEWART aE o� orvaea REVISED PER CITY OF RENTON MJS 6.28.73 DSG uv+aD. wsON -� DATUM planning/Building/Public Works Dept. UTILITY PLAN - C2.0 NO. REVISION BY DATE APPR° MEADOW. CREST PLAYGROUND 37 49 YY l-w�R� .'�%�'•,ac�; - sur` aP A-NNNNAA