Loading...
HomeMy WebLinkAboutzS-2870SetG f i 0 \ zyS1 Y Z 0 Z ~ Q I - _1 U Ld LLJ :D � Q 0 Q Q U) LLJ LL Q U) �o o.. OS 0 °E E-+ 3 ¢ - U c ° of �E aN C o ° 8, ap T == b N �I�o8 II N SE 1/4, SEC. 18, TWP. 23N, RG' _ 5E., W.M. � ti W II IV L5 t5 1 `J I o` _�_ 61_83L II _ 222.31' — — — — ssa is 2j "'E ;; �1`T 4, / r ��� III R=25z 69' II / L =24 sr�' L= 87.15' DIRT �p4 69/ / 7 Cf1l 0 =19 40'27° El. /0 0 i15145/ S PER CITY /SIDS. n, I , 'AM ��• DO " 11 � 1 go a Nom' -5 I 11 tV 36 C R /Cy 31 a ii 6 u L) it I I I N / SSA M / D 5�02Y i / lii3,558 CTR /C TE 31.29 1_K E7 %ii6" PVC ®2.0°l E 4 -09 (CTR. C N L) M OYL/ ?� �5 CE.10, TY gft1C / WII IE ,9 (6'" S 1 BLDG r,, IE -24.50 6" TE 31 ?5 j_ SSCO / CB#9, TY 1/ I IE= 28.75 1`011 TE =31.00 \ TE =31 5 I- ii IE =26.03 / E=28. 3 Oil C 1 TY i N ID O;' =31.20 n ° - �� I`4 i a OIL /WATER SEPARATOR ° HOUSE 6 "ii0•V• '; UTILITY VAULT PART No. I I ETAI tHT. C ® _ 660SA " RIM =31.3± (IN)- I I ii 6VLF�6" I 2 6 1 ' RIM =31.1± (OUT) a ii PVC\ .0: iV 3 P �I�m �D. I ' IE =26.78 (IN) II SCOT �. 21 M /IE =26.28 (OUT) SEE DETAIL SHT. C7 ii �E= ?8.go, F G o / 1 -STORY WOOD YL x " V1 2.0� ® ESPRESSO STAND i' I _ 35.5"TR /CTR /-C 3M6, n �� / • FFE =32.2 ' - 6" PVC .09� / I TE= B# 75 �11 / II 11:=31.251 =28.75 cn I' mw TE =31.25 .03 I C� n t I fr111 PL / r 41� YL ___ / / P _ _ 2 PL .....108.61' _._ -._ - __�J� -.- PL „_ —� °R' H N88 40 50 "W �EHH NE - ' ® - ' 79 - - J�� �, Y 39 �'C.P it °a•. • I..., .. ENH' __ SS6O` m -a--. - - %HHI .`__ _ .. --- _ _ _ --------- ®FEIN 8WV 12 "W(R) 8'WV _- ' awv - c i,> I 12"W(R) _ wwv. - 12' -W(R) - - -- - -- -- E_ WATER VALVE LANE STRIPE i t -- 4 "G(R) //7���_ T I1 TE - 3,.49 s, 'V i_- --.- 3 -.R_D- S 1 R E E� T TOP OF PIPE � �-�> J 1 EL. 27.29 r .. ;� 29;7CO 1F I�152CD'V q y, ... :Jn.YY V1Y - 11 - SITE BENCHMARK: V OP CENTER BOLT OF FIRE HYDRANT ELEVATION =33.88 0 U F v G O a z z w �4 wo°T w a•- U U r � LL" 3 a a a U� at N U V1 N VWi ¢ 0 w O v wrR �' -jd110 0 tl Q a a n N Z WW •J %' iq� U: \96298 -04 \xgrd.dwg ROLL # 168 T71 TM rr V ;i a ii u - ion ' •S`L 1 II I s% 1 c_Z, IU SAF WA` u LP 1 -ST RY BLDG. F FJ ; W I 2 a _ _,___F.F.EL. =32.30 1 it ' la 1 i'5�_ 1 I iL " ` s -� 4 DOMESTIC 17 U-,) / I WATER SERVICE TO METER e � ry EXTG. 15' -WIDE EASEMENT ­"- 1_3/4" DOM. WATER METER P ER CITY OF RENTON STD. a' ° DTL. BR41. SEE SHEET C6) 1 3/4' DCV (S DT ! IQ®o . . BR 4. SE SH ETC) 2 0 LF 3/4' DOM STIC WA ER S RVIC TO LDG. PL " " n - it i PROPOSED 15' -WIDE EASEMENT 1 _-_- - -- - _� _ _ _ -_ II -I la ___ 40 50 °N/ ®EHH 277.60 �+� — O ° PL c N Y _ _ (� -S� � � � Iry �..:.......� - -• L_. �: _ __- � CR-SS -(R) Lp .....- --- 1- z- wE+2- }- - - - - -- v f ®(1 28.1' 1 _ Kl7 v CD E0 `I 33.2' C.D '-- -- - Tel a. Vault 5-287001 4, nA TS? 0� pfc CxHITp4 WAS V ; SE G AL = '969 GRAPHIC SCALE CHECKED FOR COMPLIANCE eso awwes oBA,�� —� 96298.Oq TO CITY STANDARDS 00 sc o 10 zc +o eo Date BUSH, ROED & HITCHINGS, INC. Date WwAmm -0 ( IN FEET ) CIVIL ENGINEERS &' LAND SURVEYORS Date 1 Inch - 20 {t. r zoos MINOR AVE. EAST (2081 -373 -4744 ® SEATTLE, Washington 1 -((800)) 835 -0508 BRH BB102 -3513 E- MAIL:NINF006RHNC.COM FR 2 1 3 0 JD,- W ?d'jaa / C `�= 2J7oa / 5Qh01c, SCANNED OCT 4 2000 W C5) SE 1 /4 SEC 18 TWP 23N RG 5E W M 8 z O -- Iy 1d' -w I ' �1 A z iF_ 61.83'/ H 22231 S8819r"Ey -- „ - oo` 4� // D /�Dp�p� \� / ll _ i I I I 1 a II I Of w w R =25z 69' 2 I I/ '\ L;�24 5 i % /�L= 87.•15' -s° I DIRT 4,69/ / / , = 19'40'27” EX. (W U — _ _ - — — — - o� ''1 45%/ SSPPER CITY /STDS. c > I ;+U ry. CC) Lr) < JAI /A\ SAFdWA ZN Q _ / 1 vi m —_ ;,� ii 1 S T� R Y Q BLDG. F a w 31 C R/C u i I ; 6' VC 9•i :. B -I ! L Q ' I 4 N, sD•_u u` i I il_ W ry CIO 510RY j CTR /CT TE ;8" PVC ® E (crR c U2+�bR L a o„ L -w.. IEss'.`s - CE :10, Tv 1 BRICB`DO i i T= ;; -24 5o s C - -TE 3�3ft3 r SSCO_ - B//9. TY I / -IE: - -- _ - 31 J I!� j IE =26., j { TE -� .2 �_�,> o 1irn III - IE= E.. F.F.EL. =32.30 00 I O i; C� 1 TY -- , -- i11YL miw AIL r_ g �� s.� � �!� 'J`-I dpi W SOLID ;LID ii _ i^ OIL /WATER SEPARATOR ° CF P c I I SCO I i i if if o UTILITY VAULT PART No. H U WWN k+•i c a a E _ ' / % i / //i � " �/ i � i i' i i' 660SA 2 I ETA; �gHla u C RIM 51.5± (IN)-31.5 1 i 6LF ® �.3 6 Y� P � .14 . 6II I ; i RIM =31.1± (OUT) \ if o g - u a ` r �E / / // / / /SEE DETAILOSHT. C7 I ii , 7ECOu -26 7l' mN - I I, IE °6.90 (9(, F. . =31. E STORY WQOD YL 3q�(!5q���,, ■ li` y I m /� O ES RESSO ST ND �' I 4 to TR /CTR ('=j TY I �I t { od ow ° FFE= 2.2 'r 6" PVC / I Bff TY I �li_ =_31 �5 31. L_� tilitf fr I I i -a- _ TE= 3.6$ I:: `_r- 17 LF -3/4" DOMESTIC a� I' CJ - -- % A do EASEMENT I _ I$I 5 WATER SERVICE TO METER P / `J -- ACB #7, I ?g I == y >1_3/4" DOT. WATER METER � _ �_'''�•� I.2 (PER CITY OF RENTON STD. I � �z • Q p� / .\\ YZ ON I o' ,r1, DTL. BR41. SEE SHEET C6) Ian E Ir,` Jrr i; TR C R i 1 3/4' DCV (S DT . it BR 4. SE SH ETC) n1 \ll \ ' PIE HHIii o I i;i PLi,i 210 LF 3/4' DOM STIC PL � 1 " " " "-� �;! li W L-RVI D n u i} PROPOSED 15' -WIDE l / v �1 h YL 2 L- - _- -_= � - _- _- ER = -C - - -- -- - —iii 1 is EASEMENT \ A L TO L G. �� PL EHH \ll �1 u I �• PL- 108. 611 - -- 32 _._..PL --- -- -- - -- 7± -- - ----- - �� '4(ii i5'.< pi S�� _ ' WV FH \ 'CD ;.. Tf�Y, �.`� .39:. •C D -- �.iN8 - PL �Y io io 4 T - - -- N88 °40'5 ®EHH 27 - a A 8 40 50 W o 'o 0o P J °__x�_ -�_i 1 - ®EHHi `.__ -i_•= , • iEHH EH SSGOO .. _ ✓ O' Vfp ®EHH iio o .. - N �l \• _- __- W 7.60 Y a - -LANE ST PE�__ -____ __ At- 12"-W( R) WV /VWV_�___.____ 3 a WATER VALVE TEL: 2'29 -s �- �.- - -- - - - -- �.•�(R,. _ __ 3RD Q (:j TOP OF PIPE T 58 Ee 1+7 — 71 - - s __ _ _ - 0o C 0 "- •:.:: u , - C. D,��� -- _ )' _ ❑ �Q ®- ? - - - - -- / r g a\ g W m CD EB P 33.2' CID N SITE BENCHMARK: ¢ h m o YYV TOP CENTER BOLT OF FIRE _ -__ Tele11 a HYDRANT — -- " o 0 0 0 } ELEVATION =33.88 aaaa m a a a a 1" C AS -BUILT CERTIFICATION; ® ®� - �j�Y•r� •'+ I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATION OF THE . x.41 1 SEWERLINE AND STRUCTURES AND THE HORIZONTAL LOCATION OF THE WATERLINE R)L�Y:1U{I►�N� STRUCTURES SHOWN HEREON IS THE RESULT OF A SURVEY MADE BY ME OR F' "11AL UNDER MY DIRECTION. �. N133 � � • ; sTe��'• �a I T'p - z O AC.IRt'ros BRYAN L45AMPBELL, P. LA. NO. 34135 p P" OeC B• H1 tCy F o EMPIRFSCamy02 /'j' /� D/ �Q4 of WASN � QO�'UflpO�'92c^YcSA f SE DATE tiL i s 1A 4-Of r1 w u 0 THE ABOVE CERTIFICATE IS BASED UPON WORK PREPARED IN ACCORDANCE 1969 � w ° WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICE. WE MAKE `°TONAL EN •I�•pa IRGI� CHECKED FOR COMPLIANCE a NO OTHER WARRANTY, EITHER EXPRESS OR IMPLIED. ' cxrwss oew TO CITY STANDARDS GRAPHIC SCALE 3 a a a oo 20 40 ec 96298.04 o w a Date m \ o s s s INK, BUSH, ROED 8c HITCHINGS.: INC., Dare ol $ °a lX IN FEET) CIVIL ENGINEERS & LAND SURVEYORS Date 03 ♦ M N O w:���'�1�� - 1 .inch 20 ft 98702 551 AVE. EAST FAXN ((206) 323 -71 5 �? = I z ww ®�'° j�� SCANNED FEB 15 2002 ®® SEATTLE, wa.hingc� I J06) 32 -7135 a O - ®RH E -MAIL: INF098RHINC.COM SE 1/4, SEC. 18, TWP. 23N, RG .-. 5E., W.M. z 0 F- 11400 19 2d ,w I - �' � 1ri \ l D�• / dI Q H 223 ; Sss•is E _J A 1;n I 'ifi w O o of w i 1 R =25z 69' LLI :D f L =2 / / � L= 87.5' 3: LL_ DIRT W 2= 4,69/ Y A =19 40 '27" '/ CAP E 6" CYA 091545 / S' PER CITY /STDS. _ s s W>- � Q __ -_ f I II II�- Q f ly // �� Yu "; S ii n n / W LL_ 1 f f - w, ;1,�� 55' "P j� 35 85'.0 R/C 37 6 VC f' ,I' ••35.47 M �. ey �' SO iI Jl� 1_STORY I ; l CTR /CTP TE .31.3!0 "{ 13 AU ;6' PVC ®i 9g4 E (CTR C N EL)2j.b7 /� I CE 10, TY I /MET L Ll ll E 53_(5" SF 1 .i i BLDG f -- ii SSC0 c 24.50 6+) CB# TY I / TIE 31,%3117 - - 31 `I� 1) TE =3 98 TE -ai r IE ?&f�2 4 . II C� 1 TY,y == / JI \ f! i' / �i 6T Qil IE -26.03 IE =�8r63 �.9 4E d � ' J 0 1, i p' - _ �� oC W SOLIDILID 00 o f i / i� � � '� oil ='vi =Ea al 2911 c Z 3 Q �� OIL/WATER SEPARATOR -6" C F ® I a SC2 O TAI" E- UTILITY VAULT PART lu 660SA 4 L) i RIM-51.5± (IN) -326 6� LF L 6 I _ _ E RIM=31.1t (OUT) PVC 0 � .0 1, VC ® 3i I 6 "�P `w % / IE =26.78 (IN) ii ISSCO E / /IE =26.28 (OUT) w ° cTE= fie - I SEE DETAIL SHT. C7 ii / -6.90 19L F.. =31. -STORY WOOD YL / g5 V X2.07 °_mil p ® < o/ ES�RESSO STAND ii I 3gN TR /CT"- 11;3_ ib 31 1 � B# TY I n 11 A 0 J ii � r- f 1z IQ - I' R n ; L,� O' - n i t ►i I I I I I I I;�9 1� ry FFE =32.2 �_ � ,.•.- - 6 PVC TE= 3.68 .. r.}5 -129. `�S °17 LF-3 /4' DOMESTIC _ EQ - - - - - I CBo 7, TV, I I 1 =_- I 5 i WATER SERVICE TO METER / ` a I TE #3z`5 1.2 �I7 i;>1 3/4' DOM. WATER METER m2 __ I ® (PER CITY OF RENTON STD. II ;' "- - 81 I I 1_ DTL. BR41. SEE SHEET C6) ' R C R »:1 ` Ir II I 11 3/g9 -CV cT�. DP' E3R 4. SE SH cQ HHlii o �; PL ;� 0 LF 3 /4!DOMrsncl PL ^ ;I " -°°' I' li WA R S VIC�j TO LDG_ 32 PL L1 ' u > Y� ; Y 2 =_# 108.61' 32 -_ ___ __ ___ ___ __ ___ _ __ __ _ 1= L- _- -__ - - -p -- -_ - _ HH P N88 °40'50 "W - PIL EHH � ili � WM PL 7`t N ! 'Nv FH' 195C.D • T _ ��- - VI0 ®EHH 8�40'S0 "W ®EHH qI - 277.60' _II 39ICD._._ '�`1•. •i EHH ®EH SSC001 _ 85 _ -_ _-r_ _ --------------- - _ _ 4 - - - - - - 8-C° sS Av Wvvv 12 'w(R) I I I I SAFE WA` 1 -ST�RY I BLDG_ F I I I _F.EL =32.30 ME I V'A/ ii � I "'yyrh�vvwww I Xo-- ,I n I ' n I ii N i L EXTG. 15' -MADE I EASEMENT t,z , PROPOSED 15' -WIDE O �n` '''•'' EASEMENT Ln *� _ •L .e LP - a a a a m a a a a W)" 1- CA AS -BUILT CERTIFICATION:v >f " V _ I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATION OF THE SEWERLINE AND STRUCTURES AND THE HORIZONTAL LOCATION OF THE WATERLINEfl�11R STRUCTURES SHOWN HEREON IS THE RESULT OF A SURVEY MADE BY ME OR F• AJL UNDER MY DIRECTION. !1� �o•. `yam ST[ v4. - TF 0 HI °n r..�x L.vC...MPe« . P.'y.,. ,....34135 poi° °t: �!wp��P ?O�O�pO��•7ycc a E /�' / /•01 DATE 'sd ; .SE = W u o N A THE ABOVE CERTIFICATE IS BASED UPON WORK PREPARED IN ACCORDANCE �'/ srLS� G 7969 _ WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICE. WE MAKE /ORAL EN NO OTHER WARRANTY, EITHER EXPRESS OR IMPLIED. - GRAPHIC SCALE -1` -00 CHECKED FOR COMPLIANCE 96298.04 TO CITY STANDARDS 1§100 20 o 1. so w ea Date o s s s BUSH, ROED do HITCHINGS, INC. Date a < p p ( W FEET) CIVIL ENGINEERS do LAND SURVEYORS Date (206) 323 -4144 a I ry O 1 inch - 20 ft. �- 2009 MINOR cVE EAST SEATO.E, w- hsgtan t- 800 -935 -0506 ®RY 98102 -3513 FAX# (206) 323 -7135 Z SCANNED SEP 13 2002 . ■ E -MAIL I FOQ�BRHINCCOM !Yw - �i -r87r I I I I TTM U: \96298- 04 \xgrd.dwg ;�Ic !� : VI/- ?�i`7oO. �. C_ Jo z , l `..:., ( ., J L 7); W✓ >J"74a / �� 2a7ue / S¢„ 0" I/ SCANNED OCT 4 2000 ROLL 17 6 FR' 2,41 s A __________________ _ > ,w(R ��" _ - -12" "' DLIWV _ _- ___--- -____- -.______ LANE STRIPE T- w:,IEk 4 "G(R) ._ TL = 5, Off s, _ - 4"G(R) S. 3RD S T R E ? T s - a r or, of PIPE _- -' 4 G(R) - - - W EL 27.29 _- _ a a ° .. .. ® ` \\ 29 7'c D- "I. -'' 'rI 'i 15.2(D'„ _i. -_ 4' -., _ - -- �� 31➢'5�19 "��I'i - - - - --- - _-- - -I -�' -- - ° - ®C� . 28.1 CD ® `b -- a�_T_� -;n'--' -- _- - -- fir, - - -- -- -� `t �• 33.7' CD ° a �.J4 SITE BENCHMARK: TOP CENTER BOLT OF FIRE - -- _ Tel e. HYDRANT ELEVATION =33.88 a a a a m a a a a W)" 1- CA AS -BUILT CERTIFICATION:v >f " V _ I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATION OF THE SEWERLINE AND STRUCTURES AND THE HORIZONTAL LOCATION OF THE WATERLINEfl�11R STRUCTURES SHOWN HEREON IS THE RESULT OF A SURVEY MADE BY ME OR F• AJL UNDER MY DIRECTION. !1� �o•. `yam ST[ v4. - TF 0 HI °n r..�x L.vC...MPe« . P.'y.,. ,....34135 poi° °t: �!wp��P ?O�O�pO��•7ycc a E /�' / /•01 DATE 'sd ; .SE = W u o N A THE ABOVE CERTIFICATE IS BASED UPON WORK PREPARED IN ACCORDANCE �'/ srLS� G 7969 _ WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICE. WE MAKE /ORAL EN NO OTHER WARRANTY, EITHER EXPRESS OR IMPLIED. - GRAPHIC SCALE -1` -00 CHECKED FOR COMPLIANCE 96298.04 TO CITY STANDARDS 1§100 20 o 1. so w ea Date o s s s BUSH, ROED do HITCHINGS, INC. Date a < p p ( W FEET) CIVIL ENGINEERS do LAND SURVEYORS Date (206) 323 -4144 a I ry O 1 inch - 20 ft. �- 2009 MINOR cVE EAST SEATO.E, w- hsgtan t- 800 -935 -0506 ®RY 98102 -3513 FAX# (206) 323 -7135 Z SCANNED SEP 13 2002 . ■ E -MAIL I FOQ�BRHINCCOM !Yw - �i -r87r I I I I TTM U: \96298- 04 \xgrd.dwg ;�Ic !� : VI/- ?�i`7oO. �. C_ Jo z , l `..:., ( ., J L 7); W✓ >J"74a / �� 2a7ue / S¢„ 0" I/ SCANNED OCT 4 2000 ROLL 17 6 FR' 2,41 s A