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HomeMy WebLinkAboutR-422113m a Le N N N w J L� N s �stiF \ 412.81 N 4j �J -- \ O DOOR.38 °0 \ O TW 399.88 Q /_\ TP 397.49 CONNECFOOTING TO X INGDRAIN / d ° DOWNSPOUT 6 j CONNECTION (TYP) c DS 11 LF 6 PVC @ � FDIC 2.0% MIN �� 26 LF 6" PVC o @ 13.6% z 396.88 \ ' O 39 0 \ \ CONNECT 6" SD TO EX CB \ ° d \ `► CO �- 317 \\----- IE 393.19 (8" SE) IN a a FF 397.75 / DOWNSPOUT Q ° CONNECTION (TYP) �6 Q • • •' d j 22 LF 6" PVC ® c 2.0% MIN / TC 396.67'TP 396.17 z / / / (, 0 1 397.35 < D / 397.52 EX DRAINAGE OVERFLOW COW TONGUE Q / /// 11 \ . TC 396.88. 1. \ d� / / / TO BE ROUTED INTERNALLY TO 6" z e i TP 396.38 S a SD CONNECTION i 1 1 GP a 397.55 INTERNAL ROUTING PER MECHANICAL ��! 1 397.44 d,l°.\ AAA \� � / -� 1 .GA 1. / 397.23 Q 397.00 A �� \39��25 Q -�� j GNS TC \ 397.75 N 3 \ 1 1 TP 396.50 , I f d DOOR.36 \ z Ao �sFJ J / GPS \ 0.1 397.64 w v'� 1 (. d ,� CONNECT TO EX 39t3 d FOOTING DRAIN Id-397.5 TYP 397.74 TC 397.13 ° d 01 TP 396.63 d o ° _ 1 a 397.64 d 0 TC 397.22 • � d e 01�01�� P TP=393 1 23 LF 6" PVC 11 TP 396.72 / \aSnq7. 7 d m�� /s ©0.5% 0 1 .�.�1 <\\ % e; 2616" FOOTING DRAIN 1 1 •� 1 d 0 Q SD#11 CB TYPE 1 \ d z c� RIM 398.09 1 1 397.49 IE 394.14 (6" NE) IN TC 397.35 1 \ A 6 DOWNSPOUT J IE 395.74 (8" SE)„ IN TP 396.85. . . d 1 a \\ a c2.s CONNECTION (TYP) l FG 401.30 IV IE 396.29 (1-1/2 FM SW) IN 1 1 d \ TP 59 ° \ 13 LF 6 PVC @ FD,O FOOTING DRAIN CLEANOUT (TYP) � IE 394.14 (8" NW) OUT TP-_ 392.9 � ��A� 1 TC 397.41 a 1 2 p% MIN FF 397.75 -I ♦ CONNECT EX FOOTING TP 396.91 r d d 397.80 / Q / '1 ° ` 1� . \ / ♦ i TW 402.07 o \ SD#11A SDCO TP 401.74 1 a ' d ° RAIN LEADER CONNECTION COORDINATE TC 401.30 TC 397.50 397.70 %" /♦ CONNECTION W/ MECHANICAL 7 TP 401 0 j CB TYPE 1 ° /d ♦ ♦ i TC 401.98 S c2s CONNECT TO EX 12" SD LINE TP 397.00 /♦ RIM 397.73 cgs fC 401.30 TP 401.65 RIM 397.24 d a ° IE 394.29 (6 NE) ♦ /TP 400.97 IE 393.76 (8" SE) IN a d CONNECT FID i ° a 401.74 EX IE 392.68 (12" SW) IN .j \ / L IE 394.27f d ---- 401.76 a EX IE 392.68 (12" N) OUT ° ° a1 397.77 /.d L �// 29 LF 6" PVC @ 0.5% ♦ Da ' 401.66 DOOR.33 401.66 \ d s` 27 LF 6 PVC 400.97 PROVIDE KOR-N-SEAL / 397.69 a 4� a cP S106-16AW CB BOOT ADAPTOR // ° 398.73' @ 2.0% MIN i ✓ ` zj ON CONNECTIONS 400.12 ♦� d d a d °\ d ° 401.55 41 398.27 °\ 3/ i d I 400.42 d DCO i 400.50 P=393.54 ,�T-395.06 S` \ / d . \ ° ,� . .4S IE 397.52 .a 400.59 / d \' .. fDCO a 401.81 �\ Q / / / � / d \add 400.48a d ° . � nOOR.32 O d a / d d ME400.45 398 09 M9.7Q METC 397.44 ° ME 400.73 ° P. V ME 397.72 a _ „ 2 „ METP 396.94 / 399.86IE 395.89 a 6 a34 LF 8 DI @1.1% a \ \ 17 O CORE DRILL TUNNEL CROSSING STOP OF TUNNEL ±397.20 ME 398.23 \° a ° ° /� ° a �\ 00 s o BTM OF TUNNEL ±392.70 Q \ _ d \ \� d° " .12 400.� ° d / IE 394.09 SE IN THRU TUNNEL ° IE 394.04 NW OUT e F ° // / a \ / CONTRACTOR TO VERIFY ELEVATION / ° / o i AND THAT CORE MEETS 399.96 �a \ / ° 399.94 399.40 STRUCTURAL REQUIREMENTS Q d� d a i a a � a,/ SEE NOTE ON C1.1 /� ME 399. ME 398.99 a v / / 54 LF 1-1 /2" / �. ME 399.11 T-395.99 FM FROM SUMP ME 399.41 PUMP IN VAULT CONNECT TO /�� 51 LF 8" PVC / ° ° d ° Q d d % =396. 3\ 1117 SD#11 /d ° j i @ 0.8% ' / ME 399.62 d a ° ME400.20 19 004 ID 6 Q a �/' 39 LF 8" PVC d ME400.07 e °© 0.8% SD#2 CB TYPE 1 ME 399.9f °°j cgs RIM 399.68 a x ADJUST CB TO GRADE a a d / / IE 397.17 (6" NE) IN 43 LF 6" PVC d \ IE 396.14 (8" E) IN p 1 p% ° CONNECT 8��SD TO EX CB IE 396.14 (8" NW) OUT a d° IE 396.45 8" NW OUT P=395.02 Know what's below. J�T// / - � � s s ME 399.64 \ ME 399.62 Call before you dig. Dial 811 J. "���� WAS/y��� SURVEYED: SCALE., 1932 First Ave o ti VER-nCAL: NAVD 198e Q' /s \ CA HORIZONTAL: NAD 1983/1991 Suite 201 ,� (� 0 DESIGNED: CITY OF Seattle, WA 9101 ' d RENTON f. 206.725.1211.3.534CIVIL PERMIT RESPONSE 0 26 2 DRAWN: f. 206.973,5344 � �'F 6R�.° �� ONE INCH • o� /STE `� PERMIT RE -SUBMITTAL 2 12 2 CHECKED: DATUM FENG\� 7 AT FULL SCALE Planning/Building/Public Works Dept. IF engineering pIIc www.lpdengineering.com �ONAL SC_..�Z APPROVED: N0. REVISION BY DATE APPR SCNOT ACCORDINGLY NOT ONE INCH N 10 0 5 10 20 Scale 117=10' LEGEND - - PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR 230_ _ PROPOSED CONTOUR (INDEX) 231 PROPOSED CONTOUR xxx� SPOT ELEVATION FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING I PROPOSED BUILDING d a CONCRETE PAVEMENT ASPHALT (AC) PAVEMENT HEAVY DUTY ASPHALT PAVEMENT SITE WALL VERTICAL CURB L®J CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 O AREA DRAIN STORM DRAINAGE PIPE STORM DRAINAGE W/ SLEEVE -------- FOOTING/SUBSURFACE DRAIN SDCO 0 STORM DRAIN CLEANOUT FDCO e FOOTING DRAIN CLEANOUT DS• DOWNSPOUTS FRENCH DRAIN a - SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION \0� SSMH WATER FITTINGS ,v { WATER SERVICE LINES WATER SERVICE LINES KEY MAP N R-422113 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Cfl O O O N Q J 00 O 0 i N Ln 00 O N u �, DEVELOPMENT ENGINEERING J Michael Sippo 01/27/2023 SURFACE WATER UTILITY J Farah 01 /27/2023 m 0 DATE: LINDBERGH HIGH SCHOOL MODERNIZATION 16 SEPT 2022 � 16426128THAVE SE FFIELDBOOK: PAGE: RENTON, WA 98058 DRAWING NO: GRADING + DRAINAGE PLAN C 2.1 E AREA A-ADMIN SHEET: 13 DF.64 0_