Loading...
HomeMy WebLinkAboutD-226620(1 ABANDON EXISTING UTILITY NOTES: 1. SEE NOTES t THROUGH 10 ON SHEET 5. N (2 REMOVE EXISTING UTILITY CV o �° °N o <' 2. UNKNOWN PIPE. CONTRACTOR TO EXCAVATE CC \1 LOCATION 2' BACK AND PLUG AFTER HOME SIDE SEWER f1 N HAS BEEN INSTALLED. N CONNECT TO DRAIN STRUCTURE 3. FOR DETENTION POND SECTIONS, SE DR -9. ®PLUG EXISTING STORM SEWER PIPE 4. FOR GRAVEL ROAD SEE DETAIL 1 5. DR -9 2 FOR ASPHALT ACCESS ROAD SEE DETAIL UTILITY TO BE REMOVED OR RELOCATED BY OTHERS DD -1 6. FOR PLANTING, SEE L -1. AND RELOCATE UTILITY 7 DEFLECT NEW FENCE AROUND EXISTING TREE -) AS NEEDED. OF ASPHALT OLIMITS PAVING FOR ENTRANCE O7 RAMP (1 ABANDON EXISTING UTILITY ABANDONED z (2 REMOVE EXISTING UTILITY APPX SEPTIC TANK o �° °N o <' ( LOCATION w I - -- N N CONNECT TO DRAIN STRUCTURE ®PLUG EXISTING STORM SEWER PIPE 1 O5 UTILITY TO BE REMOVED OR RELOCATED BY OTHERS ©REMOVE AND RELOCATE UTILITY BLACKBERRY -) O7 RELOCATE EXISTING SIDE SEWER IF CONFLICTING BUSHES L� I w WITH NEW STORM SEWER. SEE DETAIL w DD -1 SURFACE NO BASEMENT DRAINS n ®REMOVE EXISTING SIDEWALKS AND CURB AND CLEANOUT� FOUND 2% MIN ~ GUTTER AND INSTALL SIDEWALK RAMP TYPE 2A. SEE RENTON STD. PLAN F -39. ABANDONED EXISTING SEPTIC SYSTEM.- NI ¢ @)REPLACE CURB AND SIDEWALKS AS NEEDED. INSTALLED NEW SIDE SEWER FROM SEE RENTON STD PLANS. HOME TO SEWER MAIN. COATED CHAIN LINK FENCE I TYPE I. SEE N 1849988 E 1312843 �I- CB 17 TYPE 2 48" CB #17 ......... ... _..... ...... 0) -j RIM EL 419.61 L \ _ 8 "W ABANDONED 12" E INV= 410.41 (EXST) 12" N INV- 410.81 CB 17A TYPE 1 °- + j � 12" W INV =411.61 CB #17B GONG INLET B 24 +10 10' RT B 24 +1!4.8.1 LT RIM EL 419.72 l 7 12" NE INV= 415.81 ....... I RIM EL- 420.27 E INV 445.92 _W 12' SE INV =415.61 SE INV_ 417.31 T S i I i i CONTRACTOR TO POTHOLE U1" 1,0 "W . TO. CONFIRM E Nc, U I- 420 EXISTING BEFORE CONSTR LI 420 �/ oo w GROUND / m_ I S I I U W /� GRAD _ - 415 38 LF 12" DIP 415 O B 23 +91, 80' LT p 8.33% 0 BEVELLED 8 LF 12" CPEP PIPE END 0 ®3.87% FT N W NV=407 .55 �I 410 U__. 410 - .. - - �Il PROPERTY LI,E / j EP - - -- - - 80 LF 12 CAUTION `SEWER \`\ - / w� 407% N- ��� - y fT- � ._405 `�C PAD AT _. ROCK PIPE END, SEE n - -- - - -- - CB 16 TYPE -2 54„ -- - - - - -- Bib - - -- ___. .... ........ __...... ..__... 1 1 .. ... �? , _ �! j i�-_�✓ r' - - -- - - - - - -- - -- f, i ��� �� \L \__ '\ \ °� j - �I B 23 +22.5; 12.4' RT - -- - - -- gib DR -9 RIM EL= 414.07 12" E INV = 409.48 W INV:40943 IV' � -NE� -INV =407:9.7__..' CB #16A:TYPE 1 - -- _ - -- ����� °� - - - - - - _ _ � _ � _C � � � - -_ ���\ y -� �� � �� I Lj!� I I, �: � ° � � v B 23 +69.2 63.6' LT 12" SINV- 409.57 (EXST) B 23 +05.5, 15.6 RT : - -_ l �aa d �� � - - = - - -- - - - - -- _ - -- ��- - -� �� A - 7 P RIM EL 413.86 \ v� �" 'Z+ r eV II n n NV= 407.48 12" SW INV= 410.97 - - -� �'i- u¢ °z�'�no__4 BEVELLED EN -2.2i 12" NE INV= 411.86 - - -- - -- -_ -- = deb = -_ - - - -__ �- - \ -_� v -_� 1ZB II PIPE D �� v rvA V/ J °m �, '�'m�NNNC. ABND $'W _ v �� , Tom _ _ _... EXISTINGGROUND - -- - - v �f !✓ 7/ '� - -- - _����� ���v� '��I<<h -I- 415 - - - - -- 415 ._..... - - _ "_ - - _ \ \�� \' 1r - FINISHED LL.. - -- -- - - - \ \\ \ - APEX F� 16 LF 12" ®405.5 < F ° N \_\ \ - I. / T M N _ _ o \ \ � - a � � � + � ROCK PAD AT GRADE I S ulvK � a : DIP ®5.56% a15- --� I I r °� "':E�� I mz PIPE END, SEE _ �_- '� %I'I _1�1___l_11'... _._ -np'- _________.- .. - -___ \� J- ___p_:, - - -m ui-- .a'___ \ \ \� \ ` \ o N .. ..__........ ... ._. .. ..... ... LI........ MODULAR- BLOCICWALt \ \ \ C I1\ o- \ 0 410 I I 1 L o ® o t� SEE DETAIL SH _ v_ \- ��� �� �1 �' O' .. 410 - ly l iv a �a o D rc -- -- AV �� EX 12" GRAS/ t E n __ - _ 5 EP -.... __ _ - M _ ___ - ��� o __ ____ M ��� m m O N `� ___ l \ ( \ I 1 I I\ �!' POND BOTTOM ROCK PAD AT ®10 65% \ \\ \ -- \\ a \ 1 ` A 1 I1 405 ... _.. _ ..... PPE END; SEE 7 _.... _.. �J 405 T 6' �- \I -- - -- - sob = - - -s_ �_ -_- � / :/ �/\ � i , I { �� CB #15, I l � CB 19, TYPE 2 54" CB 18, TYPE 2 48" TYPE 2 4$" a - - - -- - -- -- - - -� nor - - - -- / r� J _ ___.. B 23 +52, 132' LT FLOW CONTROL.. B 23 ±36, 36' LT. B 23 +09, 5.T LT ��. - -- \�- _� - - - - - -- I\ 3NV= 405.83: STRUCTURE RIM EL 413.75 RIM EL= 413.66 EMERGENGY - �- -- - - - --- - - - - - -- --sob - -- -- �F ��y �`I ° BEVELLED PIPE END - - _ - - - - - _ � 23+21.6,:77' LT 18" NW INV= 405.75 12" E :INV= 408.26 = --OVERFLOW \ // \�. - r -- -, - -_ __ btb -- - - - -- J B \ -- - /'gAyb - 18" NE INV= 406.45: 18" NE INV= 405.36 o SPILLWiAY, � �� �' - �� °� - - -- _ - �'-/ I`I ° w 'RIM EL= 413;51 \\, \ i' - - -- - .-.__- ��b- - - -- -_ - -/ �-� < Lt' _- vwww3in v„ NE iw -env c. I - --SEE - - - \ -- --- - - - - -- - -- -- - - --- -- - -- - - -- _ - - - -._ - - - - -- �--' _ ��1 l m i.� fOa CB #18 18" NE - - n_ 7 v m N _ a a x XI TIN.... ..... .. ...... _... 18'd SE INV- 405:76 18" W NV 405 16 / I'. a �4 / v �� 414.02 " q'� r \3IN °� �`w L. IB N INVi405.56 INV^ 409.36 ...._. - 41 _ _ 41 2 n I.. E s c DR -9 \ b 12 GRAVEL AC S ROAD p O,ss I f � - 92 " -NW 5 �K N 11 N� ) l GROUND--_ - - X1:1 MAXI v EXISTING . . s- t4.a�'. , - CB 16?t� EXIPIPE f \ -- - - -- o� - -= - - - -- �_� - - a GROUND `, � � I/ �/� DEBRIS ...BARRIER.. CHAIN INK FENCE a4eNe.cno ) ��f1NISHED _._..._ N 18.5298.3 _ rEricE cw,wun�l< rENCE /; zo, - a 410 410 E ,3,zs�ss., .,,.,,. \ - - - -- -- " Poll DOUBLE 20 � Z �_ CD I GRADE , _ ,,,; - - -- 2:1 MA'? `TYP E 13iz679.34. 01 . m \ AP 'C �' )� 2 STRUCTUREROL COATED CHAIN N lesoozs ��3' �� +� m y 1' �v F N o A FEN^EUNE CITY STD. PLANS. M w w w w ... _... O U LINK GATE. SEE E 1312890.3 �'� LF 1 0 405 6 LF 18" CP P 44 LF 18 O �n E II 25 8" y'0�MjrAAY �° {III ,n�w3w3 CPEP .. __. .... .. CPEP 405 n ASPHALT o _ _ ®1.80% ® -0.50% ® 0.02% p ROCK PAD AT CB 17 c "c # 42: LF 18" CPEP ODDETPE N, ION POND REBUILT -SEE FILE 4 SWP -27 /i 'I �' PIPE END, SEE SEE CAUTION GAS LINES PLUGGED BOTN ENDS �oz u ACCESS ROAD i CB 20 TYPE 2 48" � 0 93% -3x45 -as �s ° OVERFLOW STRUCTURE ............... ..:....__.. B 23 +53, 54.7' LT ® POND OUT FALL RELOCATED � � I DR -9 DR -9 -- _ I � I � � � OVERFLOW RIM = 411.70 d NEW 18" CPEP CONNECTION 18" SW INV= 406.90 NOTE - PROFILES ALONG LONGEST PIPE CL IN THIS VIEW SEE DR -6 SEE DETENTION POND AS -BUILT INFO ®REVISED POND GRADING 4 D=226620 WATER STORAGE VOLUME = 1.90 Acre -Ft ® BLOCK WALL REMOVED PLAN DR -9 PROFILE Elevation Area (sf) Volume (cf) SCALE: 1 " =20' SCALE: 1 " =20' HORIZ 406 10,690 Reid go 1 " =5' VERT 407 12,180 11,430 oz�o1 ,moo RECOMMENDED 4111111111111, 408 13,760 12,970 3 5" FOR APPROVAL 409 15,380 14.570 ORIGINAL PLANS STAMPED BY: 410 17,060 16,220 .o By DANIEL CAREY 5/28/03 411 18,770 17,920 3957F° WYMAN REID ADAMS ON 5/27/03 A RONALD STRAKA 5/28/03 411.5 19,440 9,550 �SS�ONAL E � PE #39578 EXPIRES: 4/25/04 BY Total 82,660 eXPI&S A POND CH NCE5 NOTE A 2 f2/14 °"^ 'tl1° uae ®�cH2M HILL 1" =20' w"+°°p �- N.E. 10th STREET /ANACORTES AVE. N.E. +�+� 1FU +� +�+ + MAY 2003 R. CHUNG RENTON DETENTION POND AND STORM SYSTEM CH2MHILL J ADAM IMPROVEMENT PROJECT „� R'll AS -BUILT INFO AND NOTES ADDED BY CITY OF RENTON DWC 7/20/ °� ADAMS °� Planning /Building /Public Works Dept. DETENTION POND PLAN DR -8 P F O OC .0 N0. REVISION BY DATE APPR. PLATIN a� 70 X17 HrSANNED OCT 08 2F 40 A D- 2 2 6 6 1 0 n In o z > �° °N o <' 3 z_> o N N ti A 1