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HomeMy WebLinkAboutR_401364V_ i LU 75 CID N CO CD u; 0 z 0 1= 0 ca J MATCHLINE, SEE SHEET C500-3C _5� 4 ?� c� 0 p 1088-18 CD � I I HARDSTAND �. 2 o O � \ R10 ` + • a • 30" PVC DRAIN W/SOLID LOCKING LID /' z O 10- + I I N: 185607.77 7 I Ia E: 1299750.58 o RIM: 18.40 = CD I � � I � �� � •� ° � `°� � � � � I � IE E = 14.18 12" HDPE)CD �O 1 \� %o O C I I () ( ) N IE (N) = 14.18 (12 HDPE) I I IE (W) = 14.18 (12 HDPE) 1087A 03 JII p I I OWS-063 24 PVC DRAIN I I 3 N/H855 6.BONE GRATE 23 015 ( 111 1 I I ----------- E: 1299785.27 , RIM: 18.36 O I 49 LF 12 HDPE II II II�S1S IE (E) = 16.15 (12" SLOT DRAIN)11 II I I I I II II II I------�-J 10"VC 1086BCD II-' ST 1 --- I I 7 w 24 PVC DRAIN CD 7 LF 8 PVC O I I �I RTU-1 = N/ 185515.22NBONE GRATE Ila I 1 I Ip I =_4 E: 1299781.40 I I Q I 11 I So ) t 1 1 1 I a ❑I N II Of O I I Ell U RIM: 18.36 I _ J IE (W) = 16.15 (12" SLOT DRAIN) o 1 y 44 LF 12" HDPE I IQ �I C14 - URE 723-18 I I N = 2 >N J \\\ SAFE DRAIN II LO ---r N: 185592.74 \J E: 1299692.35 I ICn � 00 RIM: 18.00 '� -1 0 estima ed nose p IE (E) = 14.33 (12" HDPE)/ O IIIa - - ------ - - IE (S) = 14.33 (12" HDPE) II LAKE WASH N GTO N _ `0 U Chi0yO I I 11 sls -sis sls sls HDPE 98 LF 12 HDPE SUMMER o EL 15.18 (NGVD29) 81 LF 12" r I OI = \)\\ 4 I WINTER / o EL 13.18 (NGVD29) �� 0 Q b 0 = OUTFALL 012A I O J f I la i 1086-18 0 � � 1 II ._ � 4 0 10 t r 24" PVC DRAIN 1 l ++ I W/HERRINGBONE GRATE 7 V I II� I 1 f o _) I N: 185498.34 I of / o E: 1299716.72 I � 1 ` � \ ` �� (� ��� • 6 � �170/ 0 HARDSTAND OII Q • RIM: 18.36 0 0 �) I Gj R11 + ,r 1 I 18 LF 12" HDPE IE (W) = 16.15 (12 SLOT DRAIN) 1 \ IE (E) = 16.15 (12 SLOT DRAIN) II ail Lp � ' ® ® ® _q ,y� �O �`J I • IE N = 14.80 12" HDPE p a a o2 0 ° o �� , • I V-1081 A-18 5 () '' '" �' ® • , R111ITY STAND i I 1089 18 \ \\ \ ( 2 I I 1 Ja n �7�I�pl ✓f-��'v 0 i� * I 30" PVC DRAIN Z)nI 4 0 �i o 0 oq�1 ® _ IQ W/SOLID LOCKING LID 5 d o i o a �' o % I/ & 4 O- r + I I 1090-18 6 N: 185637.48 ' (i a ♦ o 0 0 0 1 I 30" PVC DRAIN E: 1299661.70 0 >r�o �)g� �� a �� 0. /�.+ Ia RIM: 18.59 of l ZZ t- !/ 7 7� 9 /� 0 I �+ I N: SOLID LOCKING LID IE N= 14.78 12 HDPE o r� , ��� ° \7 1. I N: 185654.52 () ( ) �4 UTILITY STAND . + I E: 1299657.27 IE (E) = 14.78 (12" HDPE) Oil I -- - I�--I-r--� °O I I I I I I I I I I 1079A-18 w 2 30" PVC DRAIN 3: I W/SOLID LOCKING LID I 5 N: 185409.82 1 E: 1299789.94 I • 0 RIM: 19.35 I „FW 8"F - I o 1 IE (NW) = 15.35 (18" H PE)L I • l0 IE (S) = 16.65 (8" EX C) 13 LF 18" HDPE I I �TS I 7 4 71.� s sls­40-sls sls 85 LF 18" HDPE I I I I 1080-18 2 I 8 I w 30" PVC DRAIN 1 W/SOLID LOCKING LID 1 N: 185498.63 E: 1299757.44 I LL_ I RIM: 18.47 I I Ld IE (E) = 13.90 (18" HDPE) IE (S) = 13.90 (18" HDPE) IE (W) = 13.90 (18 HDPE) I z CS f 1079-18 I mw 2 30" PVC DRAIN W/SOLID LOCKING LID I �, N: 185416.44 1299778.66 IM: 19.21 (N) = 15.20 (18" HDPE) I (SE) = 15.20 (18" HDPE) I I 1 I I 200 SHORELINE SETBACK PER CITY OF RENTON I I w I I I I � �w s I I I I CD 1 (,:2: �)( �{ 4 0 % o® � o O 0 R12 I I RIM: 18.70 z� I I a 1 i 1 \ 1 ` �-ti, f tl1�l � �Z `Z�s ®' a. �o ^'_ ° ! v� + . la IE (N) = 14.30 (12" HDPE) o I ICD I I 0 0 + I • IE (S) = 14.74 (12 HDPE) I I I 00_ I J HARDSTAND = e � I I I - / R12 I • IE (E) = 15.02 (12 HDPE) N J 1 I IIII )) a URE 722-18 - II // I)} I I 1 {� �) �� how)! �� `� r®� o �y, C� I• SAFE DRAIN I 2 N I I I I i I I m a� �Q 4� I I I I • N: 185558.53 I I `V I O � 40 ( I I I 0 0 _ + E: 1299561.23 I I I ~ N J )I �J° ��• �-�o o RIM: 18.00 4 • 1 1 p ,v o • • IE (W) = 14 33 (12" HDPE)j. /0 00 01p, I ON a � Q �/j + • ti - 0 0 1 (j 0 1 , 1 9 .0 01 C c' A( -7 010 p R O OI 0 0 O UTILITY STAND o + S10\ / HARDSTAND II • / f / S d• 0) 0 Q' 0\10 + I• v PROPOSED OHWM 0� + + I I 1 lI • I • �O�O✓d + III\ 4 0 7 01 00 2 r, o fl 9 OUTFALL 014A - 1� a ° p - _ �L o 0 T./ 1 y' y •1 I � ��° V� 0 �C�0001� Ia a Lsl OO)J�C� + + II .� �� D ° . 70 LF 12" HPDE �o (4-+ 1 III Q, 0} Ol O 1 0-�1 i Ber erABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED DATE SYM - APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 A CITY OF RENTON COMMENTS W4700331 ABAM SPT 10/01/18 REVISION L`' JIL _ CIO -,� -10 estim nose poi Iron I I m ---- -- \ I 1078-18 / - - I I 30" PVC DRAIN - - - - - - - - ` - W/SOLID LOCKING LID 1 N: 185434.37 V-1075-18 - 5 I I E: 1299511.18 °' I v� w 1 1086A I I' RIM: 18.47 ` 1 i w 1076-18 - v� 1:2) \ 24" PVC DRAIN I I IE (S) = 14.40 (18" HDPE) 1 30" PVC DRAIN 6 \ W/HERRINGBONE GRATE I I IE (E) = 14.40 (18" HDPE) I 1 30 SOLID LOCKING LID N - N: 185452.56 - - - - - - - - - - - - - E _ 6"CI CW N: 185605.53 __j E: 1299541.27 11 (ABAND) Z E: 1299467.21 N RIM: 18.36 I I 2 1077-18 co RIM: 18_70 IE (E) = 16.15 (12" SLOT DRAIN) 30" PVC RAIN IE (N) = 14.68 (12 HPDE) W/SOLID OCKING LID I U IE (W) = 15.05 (12" HDPE) N: 18535 .36 L IE (S) = 14.68 (12" HDPE) E: 12995 1.24 II 9 RIM: 19.1 I I 18 LF 12" HDPE I I IE (N) = 15.10 (18" HD D E) I w II �� 5 IE (SW) 15.10 (18" H PE) CW A ACW A -CV A A CW A A CW A C�/ A CW A A CW A Q�W A CW A CW A I ---_--_______ - --_ -___-- ___ _______ ____ -_ __------- _ - 5 I G 1075-18 2 3 10736 � I I 4 30" PVC DRAIN W/SOLID LOCKING LID } - - A - - 1 - _ _ _ I I 81 LF_18" HDPE [-1 �- CN: 185588.42 ))r - - - - -C�24 PVC DRAIN - 10' CI I 1 H 18 �F 18" HDPE �, - W - \� TST - - s E: 1299471.64 $T I W/HERRINGBONE GRATE (1077A-18 CI 1 "BLK STL I \ - - - - - N: 185451.55 2 _ RIM: 18.59 � - - - - - I I 30" PVC DRAIN UGT - -I- - - - - - I- - - TS 6 - - 11E (W) = 14.72 (12 HDPE) \ E: 1299537.40 . . - �IE (N) = 14.72 (12" - - 3 - - -RIM: 18.36 _ - 11 3 - _ - _ _W/SOLID LOCKING LID-- L I - - - -Fw IE (W) = 16.15 (12 SLOT DRAIN) N: 185341.11 E: 1299522.29 IF RIM: 19.31 ' ®% Ol\ I I IE (NE) = 15.25 (18" HDPE) I li II -17 \ \ I I IE (S) = 16.70 (10 EX CI) I I 1 w MATCHLINE, SEE SHEET C500-3A BY I APPROVED I DATE P. of WAsh� �f x 31271 w� ��ssioNaL 20 0 20 40 scale feet ACCEPTABILITY IJDM THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED SPT ENGI APPROVED BY DEPT. I DATE BEE )ATE SUBTITLE 06/08/18 06/08/18 06/08/18 TITLE CIVIL MASTER GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. PROVIDE 6" MINIMUM VERTICAL CLEARANCE FROM O.D. AT STORM CROSSINGS 4. PROVIDE ETHAFOAM BETWEEN PIPES WHERE 6" MINIMUM CLEARANCE CANNOT BE ACHIEVED 5. LOCATIONS OF DRAINAGE STRUCTURES SHOWN ON THIS DRAWING ARE TO THE CENTER OF THE STRUCTURE UNLESS NOTED OTHERWISE. 6. SEE STORM DRAINAGE PROFILES ON SHEETS C500-313 TO C500-3K FOR PIPE AND STRUCTURE ELEVATIONS AND UTILITY CROSSING INFORMATION. 7. SEE GENERAL NOTES ON SHEET G2. 8. PROVIDE MODIFIED CATCH BASIN COLLARS PER DETAILS ON SHEET C500-3L AT ALL EXISTING, NEW, AND REPLACED DRAINAGE STRUCTURES. 9. PERMANENT WATER QUALITY TREATMENT FACILITIES SHALL NOT BE USED TO CONVEY OR CONTAIN CONSTRUCTION STORM WATER. NEW FACILITIES SHALL BE KEPT OFFLINE UNTIL PROJECT IS COMPLETE. ® UTILITY CROSSING. SEE SHEET C500-3G & C500-3H FOR UTILITY CROSSING. SLOTTED DRAIN WITH 15" SLOT PER DETAILS ON SHEET C500-3M c> SAFE DRAIN CONTAINMENT VAULT PER DETAILS ON SHEET C500-3Z 3� COMBINED BYPASS AND OIL/WATER SEPARATOR VAULT PER DETAIL 2 ON C500-3P MODULAR WETLAND PER DETAILS ON SHEET C500-3T 5� ACTUATED VALVE PER DETAILS ON SHEET C500-3N © PROVIDE 12" TIDEFLEX CHECKMATE INLINE VALVE PER DETAIL 2 ON C500-3R C> PROVIDE 12" TIDEFLEX TF-1 VALVE PER DETAIL 1 ON C500-3Y CONSTRUCTION NOTES L PROVIDE 24" PVC DRAIN BASIN WITH HERRINGBONE GRATE 2� PROVIDE 30" PVC DRAIN BASIN WITH SOLID LOCKING LID 3� PROVIDE 8" GATE VALVE AND VALVE BOX, LID LETTERING SHALL READ "SD" 4� PROVIDE 18" GATE VALVE AND VALVE BOX, LID LETTERING SHALL READ "SD" CONNECT TO NEW DRAIN BASIN EXISTING CI ROOF DRAIN LINE WITH FIELD CUT INSERT -A -TEE CONNECTION PER MANUFACTURER'S RECOMMENDATIONS PROVIDE 30" PVC DRAIN BASIN WITH SPRING ASSISTED HATCH, NEENAH FOUNDRY PRODUCT NUMBER R-3498-P2S OR APPROVED EQUAL PROVIDE 12" GATE VALVE AND VALVE BOX, LID LETTERING SHALL READ "SD" CIVIL PERMIT STORM DRAINAGE PLAN - SHEET 2 APRON R INFRASTRUCTURE RENTON SITE SITE KEY PLAN SCALE: N.T.S. R-401364 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SUR01FACE WATER UTILITY atowler 12/20/2018 rstraka 12/20/2018 Ul wI` \LIV W4700331 J `' A ""' ` 10/01 / 18 SHEET C500-3B C47 JOB N0. COMP NO. W4700331 -7 DWG N0. RENTON, WA 4-APRON-R-0500-3B