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HomeMy WebLinkAboutP_Drainage_Plans_161020-v1CONCEPTUAL DRAINAGE CONTROL PLAN A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4 TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN CITY OF RENTON, KING COUNTY, WASHINGTON 1w=30' 0 15 30 60 I I CD I FOUND MONUMENT IN CASE 2 DISC CB TYPE 1 DOWN U 0.4' 1 - - - 5' WOOD FENCE RIM=421.56' - - - - - - - - - REDMOND CT. NE MAILBOX IE 12" PVC W=418.56' FIRE ON CONC. BOTTOM=417.06' HYDRANT �-//-/ //-i �777 // //- __--=========�`_ =====__-- SSMH - R DMOND�(OURT N. . N _ ;;\LII a yRIM=416.19' FOUND MONUMENT IN CASE (PUB1 I 1 - SS - IE 8" PVC N=407.12' 2" DISC W/PUNCH " - - - - IE 8" PVC W=407.04' DOWN 0.4'I - - -\�\ \�-WATER METER INTX. NE 19TH ST 3 N `� I-M-M-a«M -M -M -M M -M -MM °.1 4\^ I & REDMOND CT. NE WI 7FOUND --�`fib°a � (3)WATER VALVES 2" MPE IP PSE GIS PLAT: 205085 -- MONUMENT �CASE �I- - DATE REFRESHED: 1 1-03-2015 c __° _ r� / 3 1 o o - 9 _g - �_� - c - G� __I- p y 2° DISC PUNCH SDS°�� �'��, ° % (2)WATER METERS aGAS VALV �G I I G� �O (2)WATER I I JBOX �°\ `\ OWN 0.4' saIRIM--\5.9 S CJI p a \ REDM�ND CT. NE WATER I I = l \METERS I VALVE I I I CB TYPE 1 LUMINAIRE�o I sI SSMH \ CB SOLID LID _, �� a FIRE I I I RIM=421.67' I \ OS RIM= 417.83' 3 I ;; RIM=415.08' HYDRANT I I I IF 12" PVC N-418.45' ��`� I " ° IE 8" PVC W=406.29' _ S as IE 12" PVC E-418.37' (ISvii I i%1 i E 8" PVC E=406.22' �3 I I I ------------------------ E 12" PVC W-418.35' I `° \` v a \ as i a� E 8" PVC S=406.08' II---5-9-----------�_�_------- - y- o I I WATER I I IE 12" PVC S-418.35' z BOTTOM=416.87' METER I I � _ -- _ w I I I I I \ �\ />� iI IE 12" TRIM PVC 4N 941 1.22' I CB 24" DIA. a Ni 3 II A I I I I �� / o IE 6" PVC SW=411.90' RIM=423.90' I V�0'= I ��, °^3""___ ____--- a 'c \ IF 20" PVC E=420.13' 3 - - - - - JN , J -`:' ,r" I '° J^.; ° ;� L ,,l I I �y o -�a - o & - a CENTER -409.71' IE 20" CNC S=419.95' I CB TYPE 1 I J'` ,, y ?�/- ��, �� y ����' IE 20" PVC W=419.80' I I ^ I I RIM=423.48' I r I ?c J mac- I `".r �' I ` c I NO PARKING LI I BOTTOM=418.86' I N Y`, I I �<��^ SIGN EL� E 18" CNC N=420.13' I o " IE 12" PVC E=420.58' I I 1 I ^" STORM VAULT _ f�IS�RS WATER METER IE 18" PVC W=420.13' ;":�� I I I TOP=416.69' ;���,- I iI SSMH RIM=424.98' BOTTOM -420.13' I v r�n LADDER ON SOUTH , 3 ° ��; ° c IE 8" W=420.39' al 4' WOOD CB TYPE 1 ti;''\\; I I I SDMH Ilk I FENCE FIND. REBAR I I FND. REBAR FND. REBAR RIM=417.49' 3 SEWER DOES NOT CONTINUE 3 w " I = RIM=424.07' V &CAP CNW I I END. REBAR CAP CNW AP CNW HOLDING MANHOLE I IE 12" PVC N=421.47' BOTTOM CENTER=397.49± I �. 1 'a NO PARKING NO PARKING LS#18913 & CAP CNW I I LS#40016 I LS#40016 FOUND REBAR I IE 10" PVC W=421.64'0. STORM VAULT OT CORNER I LS#40016 I I 0.2'SX0.2'W I 0.2'E OF u & CAP LS#11332 3 " SIGN SIGN BOTTOM -420.85' OF LOT CORNER I I GONG. WALL I OF LOT CORNER LOT CORNER TOP=416.70' N01 `03'23"E 60 -210.02' 6' WOOD FENCE y "' ° 5 W00 FENCE - 0 3 n NO 031 3 ----- -- -° --- o - ° °- o o ° o o / 4' WO D FENC 5' W OD FENCE 501'03 23'W 420.11 NO PARKING SIGN SDMH R1M=426.28' -5. I.° a{a B TYPE 1 \ �� IE 18" N=420.39' I' I - IM -425.55' I I L-FND. 1/2" REBAR IE 18" CNC_ E=420.38' - as ISI y� I I s 3" S 5421.08' - as - - I TIRE iQ' �� ' \ 2� \ \ / q 2 & CAP LS# 18098 ° = as 0 as - as - as - as - �is---eS N \ o ° WALL o ° \ °� �1 - ° \ ° I/ • CORNER F PROPERTY BOTTOM=419.96' i a to I� 1 V�=420.5 - I �- -- \ g� d d I �u _ROTI\F- \ � \ CB TYPE 1 I - -- - -------------- I ° \\\ �� '� �\ �. \ 5 LADDER ON NORTH WATER ,i �� iib .i STREET CB SOLID LID I \ SIGN CB SOLID LID I --- \ \ \ RIM=425.76' METERi ° qii r I 1 iij °,III ADDER ON WEST aS� \ \ / J=-\ �\ ` I I ) �I o ROCKERY IE 18 E=419.07' ®i ,11 I 9� Wo a RIM 428.00' RIM -424.40,5 I °� IF S=UNABLE TO ACCESS � I� E 24" PVC N=420.76SDMH 42" DIA. \ \ � ° 3 p . I IE I18" CNC N=415.65' '\1 I RIM -424.58' N o \ �n�\ � 1\ �F BOTTOM=417.19' , s � as, I IF 24" PVC E=420.67' IE PVC NE=416.16' � s - /-� 14 � �0 \ \ I � I 2 I � P I, L� TO ACCESS , �° CB TYPE 1 III E 4" PVC 5E=424.00' I IE PVC SW= 415.61' o \\ \ \ O \ \\ \ \ �i POSSIBLE TEQST o IE 8" PVC SW=421.00' \� o 'j�1 RIM=427.40' M - /�3CDCv119yQ8_ I 2" M E IP P'", SAO LADDER ON NORTH �o z'L c c - c - c ���fr-�'r N' cx WAT R n x G - N n o SDMH R l r 427.45' o \ \ / IE 13 W=421.90' z VALE IE S UNABLE I I AS ii o WATER S�RAGE TANK I " I\ \ N � � \ \ \ o o \ 3 a ..II WANE Ir III TO ACCESS wl clno Ic BOTTOM=11.75' as \ o o BOTTOM=420.20' oI FIRE I �I �` /i // _ \ 2� \ \\ o \ \ \ T 416 HYDRANT I h MP - ° \ �\ \ o Ll N �_ �M - M - M vALv \ ° \ \P�\� \ 6 \ • 7 LF 12" LOT LINE (TY P.)�j JBOX -i� p I P� �I POWER I INDICATIOK� \ - M \ \ o N 2 0 ° 2% ° . P� CB TYPE 1 `� OF WALL I OF WALL WATER �- o o\U5\ \ \ /7, LF 12" I / POLE W/TRANSFORMER RAIN c�' ETER \ \ \ \ ° SSI\ SOIL J r I� QI 1- N I II II I RIM=426.23' I �� DRAINS I c - �-� - c - I � \ \ R S�\\_ �`�� \ \ ° o ,b 'ell W iii° MAILBOX I IF 6" PVC N=423.85' - S \� o \\ 3g \ \\ RK \/ °D 0.5% �\ o=I I U III IE 6" PVC E=423.48' II I -------------- - ^O / 6 1 IE W=423.89' WATER_ WATER &0BOTTOM=422.78' AG '\ STORM I OPERKpEESL \ B ® L.P.METER METER A \ ASM TT 00 IC WATER METEREW W o °aiI I. OO_ I\o ' _ \ \ 3 \ °� Lu I ao a .kE G ° i \/v / � o ti I I I SSMH N I \ I a RIM 434.50' I 3'WOOD LADDER ON SE I I I N FENCE 1.7'E OF IE 10" E=419.74' I \ PROPERTY LINE a 1'. I IE 8" S=419.90' (3)WATER VALVES a iii", = IL 10 W=419.60' --428g 0 - - =434.6 40 SEMI0 2'N RIM FLU / LADDER ON SOUTH ;;; &CAP LS#22898 IF 12" E=422.97 I I / �39q- IF 12" W-423.66' SSMH STREET SIGN I I I \ / / I \ BOTTOM -420.91' N I I RIM= 34.80' LADD R ON SOUTH 31 LF 8" HDPE INSTALLED ALONG I ` �1 l \ I I IE 8' N=419.36' I I I ° \ \ ��" I GROUND SURFACE. FOUND MONuMENT IN VASE IE 8" E=419.53' I I \ \� (ANCHOR PER MANUFACTURER SPECS) I 2" BRASS DISC W/PU CH, ' FOUND REBAR & CAP LS#1IF 8 W=419.55' 898 PROVIDE GABION BASKETS AT OUTFALL TO REDUCE FLOW VELOCITIES AND PROVIDE EROSION PROTECTION r V KEYNOTES: O1 SAWCUT EX. ASPHALT TO PROVIDE SMOOTH TRANS. W/ NEW ASPHALT O2 THICKENED EDGE PER CITY STANDARDS. O3 PROPOSED ASHALT (TYP.) (SEE FINAL ENGINEERING PLANS FOR ROAD SECTIONS) ® PROPOSED SEWER (TYP.) (SEE SHEET 3 FOR DETAILS) O5 PROPOSED WATER (TYP.) (SEE SHEET 3 FOR DETAILS) © APPROX. LOCATION 6" STORM STUB IE=±418.25 CONTRACTOR TO FIELD LOCATE AND VERIFY PRIOR TO CONSTRUCTION. O7 L=60', W=12', D=7.5' (INSIDE DIM.) VOLUME REQUIRED=4,680 CF VOLUME PROVIDED=4,680 CF BOTTOM LID EL=410.5 MAX. WS EL=410.0 TOP SEDIMENT STORAGE EL=403.5 BOTTOM VAULT EL=403.0 ® STORM FILTER RIM=412.6 IE=403.46 �12"IN E) IE=403.46 8" OUT NW) U z z J J J a C YJ W J J � Q W z Q Z a- o - W 0 a 00 0 a z z v 0 U 0 U m: T m a� o U U 6 O U- U 0 J J � ui YJ W 2 00 W W z Q o 0 U) z (L^ W 0 z (L co m: Q U U O U- E. 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