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HomeMy WebLinkAboutP_Utility_Plans_161020_v1CONCEPTUAL 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 1w=30' 0 15 30 60 ���-�7 I CD I FOUND MONUMENT IN CASE 2 DISC CB TYPE 1 DOWN U OC4' - - - 5' WOOD FENCE RIM=421.56' - - - - - - - - - REDMOND CT. NE MAILBOX IE 12" PVC W=418.56' FIRE ON CONC. BOTTOM=417.06' HYDRANT - \_ SSMH R�DMONDTURIT N. LQy RIM=41 6.19' FOUND MNUDMSCNTWINPUNCH ---(PUBAIE - I 1 - Ss \ IE 8" PVC W=407.04' DOWN 0.4'I - c\1 I \\�\ WATER METER METER INTX. NE 19TH ST3-M M -M -M 1 �� & REDMOND CT. NE wI 1 s �a°ate (3)WATER VALVES a I 2" MPE IP PSE GIS PLAT: 205085 - - �_ FOUND MONUMENT f CASE �I - - DATE REFRESHED: 11-03-2015 �c�^-�4 `_�r``<o �3 MH i °1 3 o - - �_� 0 - 0 G I _I y 2° DISC PUNCH SD 1 ��_ (2)WATER METERS aGALV I I G{ \� (2)WATER I I JBOX � .\\\\ OWN 0.4' SDI RIM-\5.9 o GAS G REDM DCT. NE dd WATER I = METERS I \ l \ VALVE I � I I � I � LUMINAIRE � �` 3 luJ111 G 9 CB TYPE 1 ��i�, CB SOLID LID I S' SSMH FIRE I I I RIM=421.67' 1 \ os RIM=417.83' 3 I ;,', V RIM=415.08' o I HYDRANT I I I IF 12" PVC N-418.45' �� 11`� s _ y " i. °. IE 8" PVC W=406.29' _ _ _ _ _ IE 12" PVC E=418.37' 1� `� as as v� I �/ ii5 ' i IE 8" PVC E=406.22' _=Z) _ - � I I I IE 12" PVC W=418.35' I \ e \\ a \ as i as ' ° IE 8" PVC S=406.08, - - - - - - o I I WATER I I IE 12" PVC S-418.35' BOTTOM=416.87' METER I I _ � �: ,\ � � Af G %' CB RIM=414.39' IE 12" PVC N=411.22' CB 24" DIA. a1u�i 3I \ I 1 J y' I I ``-- ---- ;c� ,G IE 6" PVC SW=411.90' RIM 423.90' 1 I n = �''� �� _ IF 20" PVC E=420.13' I I \ L - - - - - 0"` . `P' ' I n ,G ' \, r" I :r-' I JCt;: n �\o -_�__ /I co \ - 9 o I �& - s a I� CENTER -409.71' IE 20" CNC S-419.95' vl I CCB TYPE T ?" `V I C,•``y I n C;, 1 nP;' ,O 3 µ - JJ �'� I-° IE 20" PVC W=419.80' a I BRIM=423.48' I _ I ,��" �,-°�- C,^cam ���LL I 1 ^ cr " = I NO PARKING BOTTOM=418.86' I N Y`,� I I I SIGN (ELro' E 18 CNC N=420.13' F;„ IE 12" PVC E=420.58' °" STORM VAULT T_ _ f�ISERS WATER METER TOP=416.69' s IE 18" PVC W=420.13' SSMH RIM=424.98' BOTTOM-420.13'� Q" �er2 I F ' c I I 1 SDMH EX. 8" PVC SEWER LADDER ON SOUTH a aI of ��, I^". IE 8" W=420.39' 4' WOOD CB TYPE 1 o'V 2-�'�� I RIM 417.49" 3 �^ � r\ SEWER DOES NOT CONTINUE wFENCE FIND. REBAR I I FND. REBAR END. REBAR 4NO N� , x RIM=424.07' ��� &CAP CNW I BOTTOM CENTERL397.49+1IE 12" PVC N=421.47' IFND. REBAR & CAP CNW & CAP CNW _LS�18913 CAP CNW I LS 40016 LS 40016FOUND REBAR i l NO PARKING NO PARKING IE 10" PVC W=421.64' # I�0.4'NX0.5'W I LS#40016 1 0.2'SX0.2IW 0.2'E OFSTORM VAULT&CAP LS11332 3 SIGN SIGN BOTTOM=420.85' OF LOT CORNER I I CONC. WALLL OF LOT CORNER LOT CORNERTOP=416.70N01`03'23"E 210.02' 5 WOO FENCE6' WOOD FENCE o� o ° o ° o 0 0 -/ 77` - 4' WO D FENC ,r o 0 0 o PARKING NO 03'I 3° -- -- - --- - - 5' W OD FENCE S01'03 23'W 420.112 SDMH R1M=426.28' _� I �5..a a{a B TYPE 1 E 18" N=420.39'' a IM=425.55' I l 1 I \' E 18" CNC. E=420.38' - as I 3�I iia 3" S=421.08' ° o ° WALL 6 `3 BOTTOM=419.96' _III I�s1=420.5 - as - as - a� - as - as - as - as -_ =-es' x - cn • CB TYPE 1_$OTI\ 4195a----- .----__ ---F------------ ) o \ ^ w STREET �" I �\ \ / \\ \-416 4 LADDER ON NORTH WATERT � �� n6CB SOLID LID o \ 5 3 \ I 3ITSIGN CB SOLID LID I Y=- RIM=425.76' WETERI ° II rn �I w I LADDER ON WEST ` �\ IE 18" E=419.07' ®; i;i I tiJ y� i RIM 428.00' RIM=424.40 5 I l IF S=UNABLE TO ACCESS `� � IF 24" PVC N-420 76' SDMH 42" DIA. I I I I I I °11 3 �I, .1 IE 118 CNC N=415.65 I\ RIM=424.58' �' /os \ ,oma ° \ - _ �. 4 BOTTQM=417.19' I s - { as1 IE 24" PVC E=420.67' 1 IE PVC NE=416.16' \ 1 ( ( - - /-� 14 \�p8�\ \ \ 2 I �I(1� �, II UIQ LE TO ACCESS/ / I �¢p6� \ \ o / ° IE 4" PVC SE=424.00' \ / ``\�\�\�\ \ \\ \ \ POSSIBLE SOIL CB TYPE 1 I I In IE PVC SW=415.61' � � I �,,�.,,, � ° \\ � \�r ti I� E 8" PVC SW=421.00' '�1- {~�\ \ RIM=427.40' - f I �z ° o D PERK TEST �- M M-M-Ila04IOpq 419�Q8�� �eE ISAt \ �=412.61'° o L� /`� ° o \ AO ° �- \ �i I LADDER ON NORTH \ \ / 1 I� g WAT R �� \\\ IE 13" W=421.90' ' I- VALE O1 II' � -1 ° SDMH R1�427.45' I � ` \----I€�i=CSR � o °=, I l", II ° a o IE S UNABLE o u WATER STi RAGE TANK ?� WANE I� c- 1 1\ \ \ # 4M� a ., 16 +y .I I `� 1 0 0 TO ACCESS w3 n1 BOTTOM=11.75' - as \ \ o o BOTTOM=420.20' °oil oI �il1 G FIRE I ��I �� _ \ 2� \ \ \ \ \ \ R T 416 ® y I I" iii -,HYDRANT I MPE _ WATER-' LIGHT Q 1q, M- M �p iT1Q VALV JBOX i� Pio 1 �1 POWER I INDICATION - m c, wi POLE W/TRANSFORMER CB TYPE 1 �� OF WALL I ORANALL` I I RIM=426.23' 1 DRAINS 1- c -� - c - ;ba MAILBOX IF 6" PVC N=423.85' -- E 6" PVC E=423.48' I --- _-I--------------- IE --------------- - ;i I IE W=423.89' I I --- I "" IIII I N ,I I I I BOTTOM=422.78' I METER 1 METER N WATER METER®P n1 3 T N w �ql w iii I.F. I w l iii a I W 1 11 y d III° I I II T IIla,4 2i: �1 �, qlpI I I \III ° °II 1 ,, Idp. n_:,� .�� ti III I xo �,,,, '� 00 z I 111°� Ico a Pc" 0 3 I III I I SSMH 1 1 \ ra RIM=434.50' 1 n� LADDER ON SE I I SSMH 3 E 10" E=419.74'I I RIM=430.14' IE 8" S=419.90' I LADDER ON SW \ I NIE 8" N=420.74' (3)WATER VALVESa I gin"; ix IE 10" W=419.60' 1 1 IE 6" SE=420.84' VIII°'° - S D M 0.2'N H - -r- - I - RIM -434.6 1' 3 - s iii FED. REBAR I- LADDER ON SOUTH I ;;;I &CAP LS22898 I I IF 12" E=422.97' IF 12" W-423.66' I SSMH STREET SIGN I 1 BOTTOM -420.91' I RIM= 34.80' LADD R ON SOUTH NUMENT IN SASE IE 8' E=419.36' FOUND MOI 2" BRASS DISC W/PU CH, IE 8" E=419.53' W=419.55' FOUND REBAR & CAP LS1898 IF 8' i 1 n I I 1 I I I I I I I I I FND. 1/2" REBAR & CAP LS#18098 0.4'E OF PROPERTY CORNER ROCKERY `� \ o \ ° \ \ \P�\ \ 6 \ \ • LOT LINE (TYP.) ETER ° \ \ \ \ o SSI SOIL OSSIBLE SOIL \\ \ \ AN\\ �o< \ PERK TEST00 / o \ \ \\\ \ \ 3 ps \ \ o 1 25' ROSIOV I I I \ \ \ FNCE \\ 3'WOOD FENCE 1.7'E OF N I \\ ° 11 \ 9 r� PROPERTY LINE N b ISI', \ . \� a \ �n� APPROX. LOCATION 1 j; 6" SEWER STUB CONTRACTOR TO FIELD LOCATE AND VERIFY PRIOR TO CONSTRUCTION. \ mss`` o �\ X394 KEYNOTES: Ol CONNECT TO EX. WATER. PER CITY STANDARDS (SEE FINAL ENGINEERING PLANS FOR DETAILS) O2 PROPOSED TYPE 1 MH (TYP.) PER CITY STANDARDS (SEE FINAL ENGINEERING PLANS FOR DETAILS) RIM=±416.6 IE=±404.5 O3 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 76 LF 8" PVC SEWER (SEE FINAL ENGINEERING PLANS FOR DETAILS) © 11 LF 8" D.I. WATER (SEE FINAL ENGINEERING PLANS FOR DETAILS) 0 PROPOSED CAP W/BLOW-OFF PER CITY STANDARDS (SEE FINAL ENGINEERING PLANS FOR DETAILS) ® PROPOSED TYPE 1 MH (TYP.) 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