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HomeMy WebLinkAboutP_Grading_Elevation_BCE_180426-v2.pdfCONCEPTUAL GRADING ELEVATION PLAN S 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 177=30' 0 15 30 60 I FOUND MONUMENT IN CASE 2" DISC W/PUNCH CB TYPE 1 DOWN 0.4' - - - 5' WOOD FENCE RIM=421.56' - - - - - - - - - REDMOND CT. NE MAILBOX IE 12" PVC W=418.56' FIRE ON GO NC. BOTTOM=417.06' HYDRANT - =_ -------- ---------- - ____-__-_---- ------ -- - ° R DMONDTURT N. - _---\`\a, SSMH RIM=416.19' FOUND MONUMENT IN CASE - (PUBI I - ss \ IE 8" PVC W=407.04' 2" DISC W/PUNCH ° - - - - - - `,� DOWN C.4'I-WATER METER INTX. NE 19TH ST. N I -M -M -o -M -M -M- -M M -M -MM ~- & REDMOND CT. NE . (3)WATER VALVES 3 I I 2" MPE IP PSE GIS PLAT: 205085 - - - - - - _ -- FOUND MONUMENT CASE ! " �I - - DATE REFRESHED: 11-03-2015 tea' s a-��_ a- a-a-a=a-a a -a -a -a`, -Ov `� c'<o / �3 i,°, I a o - s =a - a_a - 0 - 0 - a - a - - c i --I_ a� 2" DISC PUNCH SD y� (2)WATER METERS c� o I OS a ti I I NI VALV I I \ (2)WATER I JBOX o OWN 0.4' soIRIM �4c15.9 SDI a a- 0 3 GAS G \ CL REDMC�ND CT. NE '^ <' 1 METERS I / nl a l I I I I LUMINAIRE WATER VALVE I ax I CB TYPE 1 \', \ CB SOLID LID 1"M I "-_; SSMH ° a FIRE I I RIM=421.67' I os, RIM=417.83' 3 I ;', RIM=415.08' o I I HYDRANT I I I IE 12" PVC N=418.45' \\\ I N IE 8" PVC W=406.29' 3 IE 12" PVC E=418.37' s as as _ I I / f ; E 8" PVC E=406.22' ° - - - - - - - - - - - - - _ I I I IE 12" PVC W=418.35' I N o ` e\` \\ J a i as i as4' IF 8" PVC S=406.08' II _ - - 6 WATER I IE 12" PVC 5=418.35' _ I I �,. 01 z I I ° METER I I \ `a /,d IE 12" PVC N=411.22' � f I BOTTOM=416.87' I \ aa.\, I G��;., I " I I (n 3 CB RIM=414.39' CB 24» DIA. �v RIM=423.90' o I \ L- -� IF 20" PVC E=420.13' IF 20" CNC 1=419.95' `r l i l � i I I \ CB TYPE 1 IF 20" PVC W=419.80' RIM=423.48' r BOTTOM=418.86' I N (^ti IE 18" CNC N=420.13' I �' IE 12" PVC E=420.58' S� I -J -IE 18" PVC W=420.13' o ` SSMH RIM=424.98' Q° BOTTOM -420.13' n J✓i ` LADDER ON SOUTH 3 � IE 8" W=420.39' $Ip• a I I 4' WOOD �,;`' CB TYPE 1 END. REBAR SEWER DOES NOT CONTINUE w a c� I ', o FENCE x RIM=424.07' ., '�J` & CAP CNW IE 12" PVC N=421 47' FOUND REBAR I I N �a NO PARKING NO PARKING IE 10" PVC W=421.64' & CAP LS#11332 3 " SIGN SIGN BOTTOM -420.85' ° ° ° N01 03°'23oE 210.02' � / W00 FENCE � 6' WOOD FENCE 00 ° ;" 5 - - y o 3 v NO X03'I3"' SDMH RIM=426.28' 75..a a{a B TYPE 1 IE 18" N=420.39' I' a IM=425.55' I I \ I TIRE IE 18" CNC. E=420.38' ° _426 d I s 3° S 5421.08' \ ° ° WALL BOTTOM=419.96' as -as -a as -as -as -as- �5� - � - d � �✓ ;�--�GTza 419..55'----- �--es' N ` CB TYPE 1-- - ,- I LADDER ON NORTH WATER NI Ih 'd --F-------_-__- J--" 1 T .ail �° nya ; STREET CB SOLID LID RIM=425.76' METERi, 'ii \ iii SIGN CB SOLID LID I o w I I ° II LADDER ON WEST IE 18" E=419.07' ®; ,i I do ; RIM=428.00'\ I RIM -424.40 I T IE S=UNABLE TO ACCESS J V) ill IF 24" PVC N-420.76' ? SDMH 42" DIA. , 3 II ua IF 18" CNC N=415.65' o \ 4 BOTTOM=417.19' s - t as;" IF 24" PVC E-420.67' I IE PVC NE=416.16' \ `, I RIM=424.58' 8 os P I �, w I Ufa LE TO ACCESS E 4" PVC SE=424.00' B CB TYPE 1 v N iil E PVC SW=415.61' \ I � IF 8" PVC SW=421.00' RIM=427.40' M M - M - �30�f-0Ph�419tiQ8- I 2 �M E I� P "G SG S \ \ LADDER ON NORTH " c c - c - c ��� dol cx WAT R �- �\ IE 13" W=421.90' ' z VALE `� "' I ° SDMH R1�427.45' � / \ --N��p IE S UNABLE iv< �I WEE 1%° ; o -- T WATERS RAGE TANK TO ACCESS o N� cll�o 'c BOTTOM=11.75' �`� of `, - as 4 BOTTOM=420.20' ` I ti moi FIRE- ® I Ica HYDRANT I MP __------- - JIBOX - P�° I Kr* ri , ' POWER I INDICATION - M M - M �DkpAL41* - CB TYPE 1 OF WALL I OF WALL 427 POLE W TRANSFORMER ° RAIN W/TRANSFORMER RIM=426.23' I DRAINS I c -� c MAILBOX I IE 6" PVC N=423.85' ------ I _W� I °iii i � IE 6" PVC E=423.48' �'�- _� -------------427.44 LL I IE W=423.89' BOTTOM=422.78' I METER METER l� \ I I I I W I I ✓� U WATER METER®i I III I III la � I TIN d III<.'I I 111 30) vNj ��lp-I II II T .. Ilv.• \ zzt � n 911 I I 1111 a °I T. IIS 3W �.I I (n N II I I I N II °I I I SSMH I I " I RIM=434.50' I I N a LADDER ON SE IIS I a E 10" E=419.74' IE 8" S=419.90' I I (3)WATER VALVES 3 I iii° IE 10" W=419.60' I SDM_- I _� _ H III° I - -I- - RIM -434.61' 3 - s iii FND. REBAR T- - 2 LADDER ON SOUTH I L & CAP LS#22898 IE 12" E=422.97' IF 12" W=423.66' I a SSMH STREET SIGN I BOTTOM -420.91' N I RIM=34.80' I I LADDER ON SOUTH IF 8' N=419.36' I FOUND MONUMENT IN SASE IE 8 E-419.53 2" BRASS DISC W/PUINCH,IE 8' W=419.55' FOUND REBAR & CAP LS#1 898 I I I I I I I I I I I � I I LS#18913 0.4'NX0.5'W OF LOT CORNER END. REBAR & CAP CNW LS#40016��I 4' WOOD FENCE.LI c IE 6 PVC SW=411.90 CENTER -409.71' G,- 0 NO PARKING I I SIGN^b (1)"fEL. n STORM VAULT � _ f�ISRRS I WATER METER TOP=416.69' I yr`T END. REBAR SDMH I I MATCH6EX. I &CAP CNW RIM=417.49' END. REBAR I LS#40016 I HOLDING MANHOLE &CAP CNW 0.2'E OF BOTTOM CENTER=397.49±1 -I ±416.6 „<.. LS#40016 I LOT CORNER \ 3 L MATCH EX. 0.2'SX0.2'W STORM VAULT I N GONG. WALL I OF LOT CORNER I PROPOSED ROCKERY TOP=416.70' ID 5' WOOD FENCE I S01*03'23"W 420.11' NO PARKING SIGN -_- - I - I I I I I I 23rTJj�77.00 _ END. 1/2" REBAR �� S1'0�'23"W 223.45' 0' S1'03 23 W 100.00 &CAP LS#18098 0.4'E OF PROPERTY TW 21.0 I 0� 3% CORNER e 420.00 - \ 41 s� \ =420.o I I 416.00 I a 416.00 W=418. I II J 4.47 w � �I ROCKERY TW=418.50 IN / r 7% aw=417.00 I I 2 41 .00 / 416.00 `raj MIN FF -4 1 .0 co 4 POSSIBLE SOIL _ o �� V �- ' �R/`�\��o�� \\o 83 �� N \ MIN FF=417.0 PERK TEST \\ 00 WA �4 2 \\ �` \ b 416 % II / VAL ? ��\ \ ° \ �e RS �6 \ ° • I 12.51 LOT LINE (TYP.) � �\ \ \ 26 j WATER 22' ° � � \ R o \ \ SSI SOIL^ / N1°03'22"E 98.98' / 427.58 - \ > °\ \ \\ �9 �\`� \ �� \\ \ R\/ I \ ° 412.40 u� ^A 412.51 6. - S 427.64 427.95 ° \�� / \ 1 �o o 413.16 C / 428.02 i \ 1 �• ,- N -4z // \� 428.22 \\ GG Flo ° \ s f o I °PEIRKETEs°TL ^ 41 .16 SFZAN\ \ s� 7 ! ICA \ \\ o 4\ \\ �\ W / ° \\ \ \\\ 00 a, 428.00 � \ \ % \ \ °� o 00 U) 413.06 J 3 428.00 3 23 08 IUIN FF/,Z/414A6 a�0 � 0 8 \ 04--_ N ° 1 2.5' ROSI0 I I I \ \ \ \\ \ / cx MIN FF=429.0 FNCE\�co� \ \ ° ° \� / rn \�,-� i o 3'WOOD N o Y I FENCE 1.7 E F 428 LIN l 111 ) rn b N 1 °05 34 wuI(�(a✓S J`SS; GENERAL NOTES: 1. TAX #: 042305-9032 2. GROSS SITE AREA: 72,318 S.F. (1.660 AC.±) AREA OF WORK: ±21,100 S.F. 3. PROPOSED USE: 4 -LOT SUBDIVISION 4. SOURCE OF BOUNDARY AND TOPOGRAPHY: FIELD VERIFIED BY LANKTREE LAND SURVEYING, INC., JULY 2016 5. CUT= 650 CY FILL= 100 CY R' 00 17' 39 ,1 r- 0 O N 00 p w Q p z w 0 U U w chz 0 w Of p l a p O- a o® 0 z 0 z a a o� J 0 J z a 0 j Q > W W 0J Z W 0 0 U I -J "n J�v 0 U J I r- 0 O N 00 p w Q p z w 0 U U w chz 0 w Of p l a p O- a o® 0 z 0 z a a o� J 0 J z a 0 j Q > W W 0J Z W 0 0 U J 0 U J J N o O N Q Wm00 II � W WZa Z O > m (D 0 Z I..L^ W 0 z 0 I..L ` , 3 o a a� c a D O� u - E. O F W D H N � „„I�',IIIIII"III p 1,4, SJ NA L E 4/25/18 0 c2 U U 0 N o O N Q ° II � .N Z O > m (D U) Lij z5; � Z � cn o gU) x �J LTJ Z W w N N N g Qrf� N 00 Z 000 co 00 0 0 Z > z I I ww � < In z � N Ln i� w w N Z 00 LdN N J> CU U) Lu ' c EOD.� ' OID o - T T c2 U U 0 0 N N (D Ln 0 � 3 o a c a D U) Lij z5; � Z � cn o gU) x �J LTJ Z W w N N N g Qrf� N 00 Z 000 co 00 0 0 Z > z I I ww � < In z � N Ln i� w w N Z 00 LdN N J> CU U) Lu ' c EOD.� ' OID o - T T CONCEPTUAL 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 1N=30' 0 15 30 60 1 mmm L00\01 4'U24 I I FOUND MONUMENT IN CASE o 2 DISCW/PUNCH CB TYPE 1 DOWN0.4' 1 - - - 5' WOOD FENCE RIM=421.56' 1 - - - - - - - - - REDMOND CT. NE MAILBOX IE 12" PVC W=418.56' FIRE ON GO NC. BOTTOM=417.06' HYDRANT - 1 =_- ___=______ - _-__-__-_---------- -- - - R DMONDTURT N. - _--SSMHRIM=416.19' FOUND MONUMENT IN CASE - (PUBI I - ss \ IE 8" PVC W=407.04' 2" DISC W/PUNCH " - - - - - - `,� \ DOWN 0.4'I -1 1 -WATER METER NTX. NE 19TH ST. M-M�rM-M-M- -M M -M -MM I & REDMOND CT. NE N b (3)WATER VALVES 3 I I 2" MPE IP PSE GIS PLAT: 205085 - - - - - - _ - -- FOUND MONUMENT CASE I1 �1 - - DATE REFRESHED: 11-03-2015 o' s p -��_ o - o -p - p=o - p p - o - p -' o 0 o �` �<O / �3 i, °, a o - s =p - p_p - p - p - p - p - - c i --I_ a� 2" DISC PUNCH SD y� (2)WATER METERS o. I �' I o I -�r 'OS �� n d VALV I \ (2)WATER I JBOX OWN 0.4' SDI AD s a a - o a GAS G \\ CL REDM(�'ND CT. NE o o \ METERS / nl WATER N 1 ° 9= CB TYPE 1 LUMINAIRE \ b li ps o 3 �Si- i SSMH VALVE I I \ \ CB SOLID LID V, a FIRE I RIM=421.67' I OS RIM=417.83' I 1 ;,', RIM=415.08' o I I HYDRANT I I I IE 12" PVC N-418.45' \\\ _ I N �' r: ; IE 8" PVC W=406.29' ( 3 IE 12" PVC E=418.37' I� " I s as as I I / f ; E 8" PVC E=406.22' - - - - - - - - - - - - - I I E 12" PVC W=418.35' N \` �\` \\ $ a i as i p� %° E 8" PVC 5=406.08' II _ 1 - - - a - - - - - - - - - - 9 - - p - p WATER I IE 12" PVC S=418.35' a METER OI f - I I I BOTTOM=416.87' I - � ^� \=a;\� I � 3 �� I. a - CB RIM=414.39' I 1 I I \ \^ a I IE 12" PVC N=411.22' CB 24" DIA. o c IE 6" PVC SW=411.90' RIM -423.90' _ 3 0 1 I\ L- I r` P I I I �4y� o & <'- i� CENTER=409.71' IF 20" PVC E=420.13' 3 II - - - - 1 v J ^ ,,`' J , r• J"r J ;J \ N _ sem= o vN _ - s IF 20" CNC S=419.95' v I CCB TYPE 1 IF 20" PVC W=419.80' I 1 �"� I BRIM=423.48' I r' I ? I I NO PARKING LL I BOTTOM=418.86' I I N I' ° ?(` �yy I „ F' I \`c ", . w SIGN EL E 18" CNC N=420.13' I ` v ( I WATER METER E 12" PVC E=420.58' I ;�" I ° STORM VAULT _ f�ISrRS I 'IE 18" PVC W=420.13' r✓ ""c`J(1 I I I TOP=416.69' o I II 3 SSMH RIM -424.98' acs BOTTOM -420.13' r I SDMH v LADDER ON SOUTH 3 N, p° �:`' �j IE 8" W=420.39' a 1 I 4' WOOD CB TYPE 1 „ 2-� I I 1 SEWER DOES NOT CONTINUE w 1 ' FENCE END. REBAR I FND. REBAR FND. REBAR RIM=417.49' 3 �\� a _ v" o , x RIM=424.07' &CAP CNW I I I HOLDING MANHOLE I \� END. REBAR & CAP CNW & CAP CNWBOTTOM;3 v IE 12" PVC N=421.47' CENTER=397.49± ., LS#18913 & CAP CNW I I LS 40016 LS 40016 3 FOUND REBAR , I \ NO PARKING NO PARKING IE 10" PVC W=421.64' # � # � I � �• F` J� & CAP LS#11332 3 " 1 SIGN SIGN 0.4'NX0.5'W I I STGRM VAULT I \ BOTTOM -420.85' OF LOT CORNER LS#40016 I 0.2'SX0.2'W I 0.2'E OF i, N01 ^03'23"E 21 0.02' , I GONG. WALL I of LOT CORNER LOT CORNER TOP=416.70' 3 �° 5 WOO FENCE 6' WOOD FENCE o °� `' ill' o 0 0 0 0 0 0 -X 7' ;WALL 4' WO D FENC ' ' NO PARKING SIGN ------ - y 3 NO X03'1 3'; - - -� 5' W OD FENCE S01*03 23"W 420.11 2 , SDMH RIM=426.28' - 5..a a{a B TYPE 1 I E 18" N=420.39' 1 a IM=425.55' I I \ I ^� E 18" CNC. E=420.38' - as l 11 3" S=421.08' ° -- \ \ o o oS aS-as a as aS - aS - aS - �7S_-,aS�q.1BOTTOM=419.96' m I� \1�=424�5� - `� - o�-- BOT1a 416.55_'----- yCB TYPE 1 \ r.,aar ------------ LADDER ON NORTH ii STREET 1 -\ -416 o rJ WATERT \ 6 CB SOLID LID_: \\ 3SIGN CB SOLID LID I --{/ �� �� \ \ I 4 RIM=425.76' METERI 11 II LADDER ON WEST \ V=-\ �\ ` I I� I ) Y �I IE 18" E=419.07' ®' y ul RIM -428.00' II I 4i No Ir I RIM 424.40' \.�. IE S -UNABLE TO ACCESS a IF 24" PVC N-42076' ? S MH 42" DIA END. 1/2" REBAR & CAP LS#18098 0.4'E OF PROPERTY CORNER ROCKERY BOTTOM=417.19' 3s a - IE I18 CNC N=415.65 TRIM=424.58' N /o _ �4� oo \1J� I 4 as;" IF 24" PVC E=420.67' IE PVC NE=416.16' \ ( s - /' �¢Oe�\ 2 I P o u I Ufa L� TO ACCESS i / I o `06� \\ \ POSSIBLE SOIL CB TYPE 1 v P iil E 4" PVC SE=424.00' I _ o \ \\ / O PERK TEST E PVC SW=415.61' �' \\ \may ti CO R 0 PVC SW=421.00' o \\ RIM=427.40' M - M - IRO�FDaI�419pQ8= I E I�\18 LADDER ON NORTH I c c - c - c ��� ,y�� l I \ �=412.61' o �\�¢ ° I WAT R ti I, .. x o- I � � � 1 � ' `n LAS o SDMH R11-427.45' IE 13" W=421.90' z VALE II G-11=6=ENhR IE S UNABLE 4v< �1 WP -VE I%° o o WATERS RAGE TANK I o I\ i`\ TO ACCESS o N� cilr° ;c FIROTTOM=11.75' I I`� �I ,\ - as 2 \ \\ o \ _\ \ 9 9 BOTTOM=420.20' I r1 I o ii HYDRANT �I ` XX - - _ \ �� \ \\\o \ \ \ \ A \\ 416 ® y 1 MP _ WA �4 0 LIGHT I c NSI �� fm M - MDy�Ar�a, -vMLv \ ° °\6 \ \ ° 7 LF 12" LOT LINE (TYP.) JBOX Pio F POWER I INDICATION ? \ �e� \ \ / o ` j� CB TYPE 1 OF WALL I OF WALL WATER �- R D 2% . 1 0 awl POLE W TRANSFORMER o RAIN c�' ETER ° \ \\ \ \ \ SSIE SOIL 7 LF 12" J r Im �1 1 II I / I RIM=426.23' I DRAINS I c-� a- _ \ \ 9 �\\_� o Z\ a ..,b Q ti 1 R RK T SD ©0.5% 9 MAILBOX I IE 6" PVC N-423.85' I S \ o\ „I W IX Ili . I E 6" PVC E=423.48' 1 1 iiniifir : I I I ------------- IE W=423.89' METER 1S� STORM BOTOM=422.78' WATER N r OSIIBLESOIL\ Go CB ®L.P. ESM TA\J v (TNI CA Zn' �MS 60 WATER METER ul L= a I \\\ \T\ h �\/ iib 1 1t 1 w I I'l i - - I I LLI \ o _ _iN 3 m wba l I '. III O I Qi II i1 T \l O 3/ 4 1 1 � W I ti III\ t o I I I J,, �' I >3 rn `'' 00 2.5ROSIO o o I 1 I I I r• (n FNCE ® �p� \ o �I iloi SSMH I I I co � ti I' RIM 434.50' I 3'WOOD I \\ \\ \ \ \�y ° �I 1 1 `" n� is LADDER ON SE I I I NI � FENCE 1.7'E OF I IE 10" E=419.74' I I o PROPERTY LINE '^ 1 N iii 1 x E 8" S=419.90' I N \ 3 WATER VALVES 3 1 iiio IE 10" W=419.60' I /1 \0 () I o 0 w 1 ° o - - I - T - - I - 428 - - - - - / �/ I I I rn rn rn ao w \\ p0,\_ o \ SDMH iiio. I I- T_ 0.2'N ° I I I \ / RIM -434.61' 3 - s iii FND. REBAR - g LADDER ON SOUTH I I. .i &CAP LS#22898 I I ❑ / 1 �-- IE 12" E=422.97' � I \/- IE 12" W=423.66' o I I SSMH STREET SIGN I I I / o / / / / / / / I I \\ 1 39q- �g BOTTOM -420.91' y RIM -34.80' LADDR ON SOUTH I I I ( t I I 31 LF 8 HDPE INSTALLED ALONG 1 IF 8' N=419.36' I I I ° \ \ \ \ \ , GROUND SURFACE. FOUND MONuMENT IN MASE IE 8" E-419.53' I I ^� 1 I \\ (ANCHOR PER MANUFACTURER SPECS) I 2" BRASS DISC W/PUINCH,IE 8 W=419.55' FOUND REBAR & CAP LS#1 898 PROVIDE GABION BASKETS AT OUTFALL r?, , TO REDUCE FLOW VELOCITIES AND PROVIDE EROSION PROTECTION ° V I I , I r I I I I I I I I I I I 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=64', W=14', D=7.5' (INSIDE DIM.) VOLUME REQUIRED=5,733 CF VOLUME PROVIDED=5,824 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) ( PROPOSED 6" ROOF AND FOOTING DRAIN STUB. U C O J N Of ao v J✓s 0) N O 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=64', W=14', D=7.5' (INSIDE DIM.) VOLUME REQUIRED=5,733 CF VOLUME PROVIDED=5,824 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) ( PROPOSED 6" ROOF AND FOOTING DRAIN STUB. U C O J N Of ao J 0) N O Wm00 Q w Q 0 W W 0 W z Q z w Q z z 0 0 Q 0 > z � W pU w Z J J Q 0 CE H w Of ` , W 0 in � Q a U U z 0 U �0 U U N D T m 00 ii C14 a> v 0 Tz N 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=64', W=14', D=7.5' (INSIDE DIM.) VOLUME REQUIRED=5,733 CF VOLUME PROVIDED=5,824 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) ( PROPOSED 6" ROOF AND FOOTING DRAIN STUB. U 0 J 0 J J 0) N O Wm00 Q W II W z Q .N `o Z 0 > z I..L^ W 0 Z Z I..L ` , U Q 0 0 O u - OE. F W D H �P p 114269 SJ NA L E 4/25/18 U) LILJ Z j � Z � U gU) x �J w � zw w N N N g Q ro N 00 Z 0000 CO 000 Z > Z I I ww � a � � E & N Ln F w >- w N Z 00 LdN N J CU U) Q � Lu c® Co 00 z Z 00 o � N T N W z w U 0 I I 6 U Ln N 00 0 N N E 0 E Q I 00 00 E a 00 00 0 0 0 0 N O 0 r7 Q II .N `o Z r > 2 U U NN 0 0 0 N N L( ' Y . U 3 o U Q) t- Q- a) W a U) LILJ Z j � Z � U gU) x �J w � zw w N N N g Q ro N 00 Z 0000 CO 000 Z > Z I I ww � a � � E & N Ln F w >- w N Z 00 LdN N J CU U) Q � Lu c® Co 00 z Z 00 o � N T N W z w U 0 I I 6 U Ln N 00 0 N N E 0 E Q I 00 00 E a 00 00 0 0 0 CONCEPTUAL GENERAL UTILITIES 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 1 =30' 0 15 30 60 I I FOUND MONUMENT IN CASE 0 2" DISC W/PUNCH CB TYPE 1 DOWN 0.4' - - - 5' WOOD FENCE RIM=421.56' - - - - - - - - - REDMOND CT. NE MAILBOX IE 12" PVC W=418.56' FIRE ON CONC. BOTTOM=417.06' HYDRANT - =_- __________ - ____-____---------- -- - - ° R DMONDTURT N.----`SSMH RIM=416.19' FOUND M2NUDISCTW/PUNCH ---(PUBIN CASE - I 1 - SS \ \ IE 8" PVC W=407.04' DOWN 0.4'I - a;1�-WATER METER INTX. NE 19TH ST. N I -M-MSM-M-M- -M M-M-M+M & REDMOND CT. NF _ �II$r (3)WATER VALVES 3 I I 2" MPE IP PSE GIS PLAT: 205085 - - - - - - - -- ��-` 7FOUND MONUMENT CASE 1 DATE REFRESHED: 11-03-2015 mac' s �-�� o- o=-=o--o--�o�-o- �� ca<O / n 3 o - - - - - - - - c i I - 2" DISC PUNCH SD (2)WATER METERS aVALV I I o� \� (2)WATER I I JBOX o� y°P.\\\\ OWN 0.4' SDI 0 t D 3 GAS G \ CL REDM%�D CT. NE a "'a METERS / l nl WATER -,o I I _ I I LUMINAIRE VALVE i �x I CB TYPE 1 " \,', \ CB SOLID LID I� SSMH ° a FIRE I RIM=421.67' 1 a\ os RIM=417.83' RIM=415.08' o I I HYDRANT 1 I I IE 12" PVC N-418.45' \\ s _ N i: ° ; IE 8" PVC W=406.29' 3 IE 12" PVC E=418.37' I\ I as - as _ N I I/ f '; IE 8" PVC E=406.22' II -=-° - - - - - - - - - - - - I I E 12" PVC W=418.35' N o \` �\` \\ J o a i as i a�W ' ° E 8" PVC 5=406.08' -b_ WATER I IE 12" PVC S=418.35' _ I I _ \ I °METER I I \` o /,d IE 12" PVC N=411.22' I z�NI3 F-0 I I BOTTOM=416.87' I =a;\ I $;Y,Ife�' - CB RIM=414.39' CB 24" DIA.//c iI IE 6" PVC SW=411.90' RIM=423.90' 0\1199 CENTER -409.71' IF 20" PVC E=420.13' 3 II o - - - - - J `.rvr' n='J rr`r° I J•r`'J I \�.T-G�- /I I-- IF 20" CNC S=419.95' vl I I I \CB TYPE 1 �_` IF 20" PVC W=419.80' 3 I o " \RIM=423.48' r 1 �? ,.r ,J t\ `.cv' �� NO PARKING BOT OM=418.86' I N IE 18 CNC N=420.13' 1 cr'J \ I ?C F; I , SIGN (3P?EL.ro IE 12 PVC E=420.58' I I ;r` I STORM VAULT _ f�ISRRS WATER METER 3 \ TOP=416.69' Tq s I I \ IE 18" PVC W=420.13' I I I SSMH RIM=424.98' - BOTTOM -420.13' ` �n Q° I n I I I \ RIDMM 417.49' I EX. 8" PVC SEWER LADDER ON SOUTH 3 r IE 8" W=420.39' a I 4' WOOD CB TYPE 1 2-r I - SEWER DOES NOT CONTINUE wFENCE END. REBAR I END. REBAR END. REBAR I iv" I , x RIM=424.07' ���� � &CAP CNW I I HOLDING MANHOLE o I END. REBAR & CAP CNW & CAP CNW BOTTOM CENTER=397.49+I 4F�NCE 2" PVC N=421.47' � - 'a NO PARKING LS#18913 & CAP CNW I I LS#40016 I LS#40016 3 I is o FOUND REBAR I NO PARKING & CAP LS#11332 3 0" PVC W=421.64' 0.4'NX0.5'W I I STORM VAULT I \ �r " I �� SIGN SIGN TOM -420.85' LS#40016 I 0.2'SX0.2'W I 0.2'E OF N01 ^03'23"E 21 0.02' OF LOT CORNER I I CONC. WALL I OF LOT CORNER LOT CORNER TOP -416.7(' 3 o \ I 5 W 1 \ 6' WOOD FENCE o °� `' ill 0 0 0 0 0 0 0 7Lt- 4' WO D FENC ' ' NO PARKING NO 03'1 3'; - - -� 5' W OD FENCE SO1'03 23"W 420.11 SDMH RIM=426.28' -II5. l° {a B TYPE 1IE 18" N=420.39' ' jblI IM=425.55' ` TIRE _FND. 1/2" REBAR IE 18" CNC. E=420.38' - as�� ' X�° 10&CAP LS#18098 A 3" S=421.08 \ WALL o __-_� g\ ° �x s s as - as - a as - as - as - as - liss_- es o o ° o o Ij1��\ �\- 1 N I/ : -- CORNER F PROPERTY BOTTOM=419.96' I � I m I„ I� 1�=424�5V - � - ` d �✓ I---WTTO 419 5a' ''- / \ CB TYPE 1 -- a=- --- I ) o / '� 10 I 4 III rn I STREET F------------ L) i a16� o LADDER ON NORTH WATERT �0 6 CB SOLID LID_: o 3 " ° SIGN CB SOLID LID I 1� _� \ RIM=425.76' METERI all I I LADDER ON WEST, �� / ' ROCKERY IE 18" E=419.07' ®; I yo ; RIM-428.0,� \ �_ �41/ / \� \\ / RIM -424.40'I T / °� ` I 4 IE S=UNABLE TO ACCESS i'I J "' �� IF 24" PVC N=420.76' ' '.? SDMH 42" DIA. � / I ` L�� � �� I' 3 p . l IF 118" CNC N=415.65 RIM=424.58' N oto,p \1J� BOTTOM=4I 19' ps - VL asl IE 24" PVC E-420.67' IE PVC NE=416.16' I S - /-� �4 \ I 2 I l 3 POSSIBLE SOIL I IF 4" PVC SE=424.00' Ufa PALE TO ACCESS I � ° � �p � \ I o � E PVC SW=415.61' L �' �� ��y ti CB TYPE 1 � W IF 8" PVC SW=421.00' I ��1- \ PERK TEST RIM=427.40' M M - M - /b4T�-0py� 419Akl I 2" M E IP SF GIS ° Ap \ o rol ' ' ' LADDER ON NORTH c c - c - c �����- ori-�yr� �\ �=412.61' 0 �¢ o \ 10 WATER ESMT. \ I I� g WAT R� I I I x o- I � � � 1 �I 6 � IE 13" W-421.90' I 'w VAL E �I S I ° ;DMH R 1427.45' / \ � --I - }p � \\ / IE S UNABLE !a a, ib �I fP-VE %° l o o WATER S�RAGE TANK 1 \ TO ACCESS w3 N neo BOTTOM411.75' BOTTOM=420.20' ° olI l I'c FIRE I I o� // // - \ 2p� \\ o �r \ \ 416 ® y Ica rn \HYDRANT -------- - ° \ MP - WA p uGHT �� r I I Kr* SI M = M - M = M -vALv `4 LOT LINE (TYP.) JBOX pl Pio\ POWER I INDICATION M POLE W TRANSFORMER CB TYPE 1 `�� OF WALL 1 ° ORANALL WETER �- ° \ \ \ \ SSI SOIL 0 J I b z, I II W/TRANSFORMER RIM=426.23' I DRAINS I c--� c- \ �\\_� T 8 rCl` MAILBOX 1 IE 6" PVC N-423.85' IE 6" PVC E=423.48' I ��- I ✓- - IE W=423.89' II I"� I v' " In. I I METER --I METER O / �428� / GG �9� ° \ o OSSIBLE SOIL al BOTTOM=422.78'A^� JI I II I N Q� STR A� \� \ \ , ,�� PERK TEST ®P \\ ( Ica \ \ ° � „ VV __/ o 10' EWER ESMT. 1 / 00 WATER METER W I - III 3 d� 1110 _..I \\\\\l/ /p �\ AJ 0 / II T� to llv a' \ ^S \ III I \ Ln O ° \ \ \ O K 191 1 I °I _ W I N III\ 8 4� \ a0 1 25' ROSIO 1 0 / I NCE I I 1\ \ \ \\ 0 tcn o II. "ol I I I 2-1 of N O \ \\ \ \\ \\ \OOH \ SSMH RIM=434.50' 1 N 3'WOOD I rn ' a LADDER ON SE I 3 III<° I I SSMH I FENCE 1.7E OF IE 10" E=419.74' I I RIM -430.14' oe PROPERTY LINE LADDER ON SW I o cL III °I IE 8" S=419.90' � rn IE 8" N=420.74' VALVES 3 I ,o; ix IE 10" W=419.60' I IE s" 5E=420.64' w I ��••✓✓ / rn Jr b �p (3)WATER IIII° Io - ----J- I - - I_-428 SDMH ° �- - I- T- - 0.2'N 1 ) �� 00-- - � RIM -434.6 3 - s iii FND. REBAR-� LADDER ON SOUTH I I. L .i & CAP LS#22898 I ❑ ° �-- IE 12" E=422.97 APPROX. LOCATI N / / / I1 _� �- IE 12" W=423.66 In SSMH STREET SIGN I I / 394 g BOTTOM -420.91' I I RIM= 34.80 I 6 SEWER STUB wu LADD R ON SOUTH CONTRACTOR E FIELD I IF 8' N=419.36' I I LOCATE AND VERIFY ° FOUND MONUMENT IN MASE IE 8" E-419.53' I I PRIOR TO CONSTRUCTION. 2" BRASS DISC W/PU CH, IE 8' W=419.55' FOUND REBAR & CAP LS#1 898 n I I 1 I I I I I KEYNOTES: O CONNECT TO EX. WATER. PER CITY STANDARDS (SEE FINAL ENGINEERING PLANS FOR DETAILS) O PROPOSED TYPE 1 MH (TYP.) PER CITY STANDARDS (SEE FINAL ENGINEERING PLANS FOR DETAILS) RIM=±416.6 IE=±404.5 Q3 PROPOSED WATER METER (TYP.) PER CITY STANDARDS (SEE FINAL ENGINEERING PLANS FOR DETAILS) ® PROPOSED SEWER STUB (TYP.) PER CITY STANDARDS (SEE FINAL ENGINEERING PLANS FOR DETAILS) O5 80 LF 8" PVC SEWER (SEE FINAL ENGINEERING PLANS FOR DETAILS) © 91 LF 8" D.I. WATER (SEE FINAL ENGINEERING PLANS FOR DETAILS) O PROPOSED CAP W/BLOW-OFF PER CITY STANDARDS (SEE FINAL ENGINEERING PLANS FOR DETAILS) ® PROPOSED TYPE 1 MH (TYP.) PER CITY STANDARDS (SEE FINAL ENGINEERING PLANS FOR DETAILS) O9 PROVIDE ENCASEMENT FOR WATER OR SEWER LINE DUE TO 5' SEPARATION (SEE FINAL ENGINEERING PLANS FOR DETAILS) 10 8"x90° BEND (MJ) U C O J N Of co LO N Wm00 Q 0 w Q W J o Z Q z Z II WW 0 C) Z U } > W ^^ U W0 IIW ch Z J cf) Q W o H w ` , � J Of Q N a Z 0 0 O u- 0 �0 U U UT N 0 m 00 C14 a> 0 6 ' KEYNOTES: O CONNECT TO EX. WATER. PER CITY STANDARDS (SEE FINAL ENGINEERING PLANS FOR DETAILS) O PROPOSED TYPE 1 MH (TYP.) PER CITY STANDARDS (SEE FINAL ENGINEERING PLANS FOR DETAILS) RIM=±416.6 IE=±404.5 Q3 PROPOSED WATER METER (TYP.) PER CITY STANDARDS (SEE FINAL ENGINEERING PLANS FOR DETAILS) ® PROPOSED SEWER STUB (TYP.) PER CITY STANDARDS (SEE FINAL ENGINEERING PLANS FOR DETAILS) O5 80 LF 8" PVC SEWER (SEE FINAL ENGINEERING PLANS FOR DETAILS) © 91 LF 8" D.I. WATER (SEE FINAL ENGINEERING PLANS FOR DETAILS) O PROPOSED CAP W/BLOW-OFF PER CITY STANDARDS (SEE FINAL ENGINEERING PLANS FOR DETAILS) ® PROPOSED TYPE 1 MH (TYP.) PER CITY STANDARDS (SEE FINAL ENGINEERING PLANS FOR DETAILS) O9 PROVIDE ENCASEMENT FOR WATER OR SEWER LINE DUE TO 5' SEPARATION (SEE FINAL ENGINEERING PLANS FOR DETAILS) 10 8"x90° BEND (MJ) U 0 J 0 JJ LO N Wm00 Q P W W Z Q N II Z `o 0 > Z W0 Z Z I..L ` , U Q N 0 O u- E. 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