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HomeMy WebLinkAboutS-365201co co O I T J Q J z O J W z PORTION OF THE SW 1/4, SE 1/4 OF SECTION 5, TOWNSHIP 23 N, RANGE 5 EAST, W.M. I i p0 �OF $ � /Z,Ip. 0` o N ' o O. _ ...... —._ .... .SS .......... SS......._�. -— ,gS,.,... r IE= 253.61- CALCULATEd' 33'E 0 � 0 `p I i E= 251.52- 6ALC''U LATED MONTEREY AVENUE NE �O� 4 2�2p0 vd F6 `l'6�` p0 0 �OF F1 %26° 0 STA. 5+ SSMH 2, RIM =261 . ........... _ w MONTEREY=ONENIJ E=:; _ 00 uo 2 +00 < VVV Id I� __,_4 r' 1 w FOUND CONCRETE MON IN CASE WITH .,, I 1 1/2" BRASS DISK AND PUNCH AT I;;�..t'�` s INTERSECTION OF N.E. 14TH AND \ \ \t�tR` \'�"•," w MONTEREY AVE. N.E. _Mt Z I i 0 DOWN 0.6' i 1 BY SURVEYOR °p0 N 187048.36 _.......... (AS- BUILTS) _.. ,. .. E 1304459.92 ( IE= 255.51,8" MID CHAN. C SS M \N EL 283.09 8/16/2011 \ a N, w @S STA. 0 +00� a STA . 3+ SSMH 3, 48 °4 269.`` E RIM = 268.86 x �Q IE= 261.86, 8" SW IE= 262.03, 6° (NE) — — �— 0 +00, 6 "SS PORTION OF THE SW 1/4, SE 1/4 OF SECTION 5, TOWNSHIP 23 N, RANGE 5 EAST, W.M. I i p0 �OF $ � /Z,Ip. 0` o N ' o O. _ ...... —._ .... .SS .......... SS......._�. -— ,gS,.,... r IE= 253.61- CALCULATEd' 33'E 0 � 0 `p I i E= 251.52- 6ALC''U LATED MONTEREY AVENUE NE �O� 4 2�2p0 vd F6 `l'6�` p0 0 �OF F1 %26° 0 STA. 5+ SSMH 2, RIM =261 . ........... _ w MONTEREY=ONENIJ E=:; _ 00 uo 2 +00 < VVV Id I� __,_4 LLI 1 w I i t .,, I s �I — V) V) w 0 _Mt Z I i NO INFORMATION PROVIDED i 1 BY SURVEYOR 260 SSMH #3, #S- 277503 _.......... (AS- BUILTS) _.. ,. .. RIM = 263.99 IE= 255.51,8" MID CHAN. C SS PORTION OF THE SW 1/4, SE 1/4 OF SECTION 5, TOWNSHIP 23 N, RANGE 5 EAST, W.M. I i p0 �OF $ � /Z,Ip. 0` o N ' o O. _ ...... —._ .... .SS .......... SS......._�. -— ,gS,.,... r IE= 253.61- CALCULATEd' 33'E 0 � 0 `p I i E= 251.52- 6ALC''U LATED MONTEREY AVENUE NE �O� 4 2�2p0 vd F6 `l'6�` p0 0 �OF F1 %26° 0 STA. 5+ SSMH 2, RIM =261 . ........... _ w �-E �Fj 0 O al �m R ti tyt I IW IZ 1 m bAli RIM V'CO C 6 2617 W.F. "AI 1f'P •N: Tt t, •. tT (:,) n CAV n CTR rI =26432 c� in a y E t eN' .YN(. «TI'v 5 CY. ci AVE. N.E. (CITY OF RENTON C.P.N. 71) N 186463.1572 E 1304865.211 EL 284.63 8/16/2011 STA =0 +00, AS -BUILT WATER PLANS CITY OF RENTON, W- 034201 STA. =5 +87.42 (MONTEREY) _ STA. =4 +55.94 NE 12th) MONTEREY AVENUE NE r n f> F V W IE= 248.58, 8" EX)- CALCULATED IE= 248.68, 8" N) -- =_ - 1 00 uo liv < I� L lzv I 1 I i t .,, — V) V) 0 _Mt 260: 260 �-E �Fj 0 O al �m R ti tyt I IW IZ 1 m bAli RIM V'CO C 6 2617 W.F. "AI 1f'P •N: Tt t, •. tT (:,) n CAV n CTR rI =26432 c� in a y E t eN' .YN(. «TI'v 5 CY. ci AVE. N.E. (CITY OF RENTON C.P.N. 71) N 186463.1572 E 1304865.211 EL 284.63 8/16/2011 STA =0 +00, AS -BUILT WATER PLANS CITY OF RENTON, W- 034201 STA. =5 +87.42 (MONTEREY) _ STA. =4 +55.94 NE 12th) MONTEREY AVENUE NE r n f> F V W IE= 248.58, 8" EX)- CALCULATED IE= 248.68, 8" N) -- =_ - 00 uo _ -- L lzv I .,, — V) V) 0 _Mt 260: 260 _.......... _..._. .... ... _.. ,. .. _ C SS w @S N v °4 269.`` 09 EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITTES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG, 1- 800 - 424 -5555 5- 365201 I U0 wv� w W� o p a o40, Gcj ZazC'4w Como �— f"w v�°ii cF7 V N W BEL Z6� GRAPHIC SCALE W 3 z C] O p �� 0 15 30 DECKED FOR COMPLIANCE w w O J CITY STANDARDS w v 1 inch = 3 f D teM /A� a O >g NOTE: ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON II 11 �S� p�C TRENCH RESTORATION AND STREET OVERLAY DETAIL. ON 7 REQUIREMENT FOR PATCHING, OVERLAY, AND TRENCH WIDTHS, ._ 250:.,... . ....................._........_ i._.._.. i,._.. ...i.... i.. ............ .__._. __..... i...... SS ..... .._........ ...... .. .........,,. ES ENT NGTHE d.ENTIRE ADJACENT TRAVELED LANE AFFECTED SHALL EE FEET (3') dy PER SECTION 8" � � '. 250 1. TRENCH D CROSSI IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE RIM= 261.35 OF ANY ADJACENT LANE LINE, BE GROUNDED AND 2" OVERLAY. IE= 254.35 8" S) SSMH 1''48" IE= 254.45; 8" �NE) RIM =260.0 2 +00 3 +00 4 +00: 5 +00 IE= 248.58, 8" (E))- CALCULATED i........ i...... _. i_..IE =.248.88...8" ((N ....:................ SURVEYED wales: Nero w/1 969ND. SCALE Ho9¢aNrw xw Iswn991 D.L. OFFE, P.E. oxum: D.L. OFFE, P.E. oHI E DATUM CHECKED: pT NLL SINE 6 NOT ONE INCH N0, REVISION BY DATE APPR StXE ACOORUNcLr CITY OF RENTON Planning /Building /Public Works Dept. NELSON PLAT SIGNATURE CUSTOM HOMES of WA, LLC SEWER PLAN & PROFILE - 3Gsav1 05/28/2012 REID90tPO PAGE _� ®©© ©G