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Home My WebLink AboutzS-3194Seta. M a J ° o o N� � o w a U i e a t ov oL. wZ � d 0 o E 3� E.4 Q Z .0 ,p W pa c mE WIN c C vo s r 1 Q 0 O C4 rI Z O ORIGINAL DEED CORNER PROPOSED 5 FT DEDICATION TO THE CITY OF RENTON 25 LF 6" SS 0 2.00% PVC SDR35 ASTM D3034 PRIVATE 10' U T1U TY EASEMENT EX SSMH, TYPE 1 4800 STA: 1+53.079 0.931 RT w /SOLID LOCKING UD 1 +00 RIM = 2015 S �--� - IE = 265.80 8" IN (E) '- IE = 265.50 a" OUT (N) INT'X STA: 1 +61.50 PLAT = STA: 7 +99.99, CAMAS AVE NE 5' TO BE DEDICATED TO THE CITY OF - RENTON WITH THE RECORDING OF THIS SHORT PLAT ASPHALT WEDGE CURB SEE DETAIL 2 c4 PRIVATE ROADWAY SECTION SEE DETAIL e W f I - z rlz o 265.96 PROPERTY AS CONVEYED BY DEED 266.25 STA. Q UNDER KING COUNTY RECORDING NO. 4 STA: 3+70.55, 5.60' RT cn Z STk 3+88.97, 6.00' RT W 267.37 2.00% 11 SS 00.40% 3+30.9% 251 LT 267.15 267.65 U CL 4 +80 PVC SDR35 ASTM D3034 3 1 �cn STA: SSMH 0. TYPE B WO I 266.90 a W a- s= �a w � p0 w /SOLID LOCKING UD CO w V SE R O 1.a� C7 C/� •i. 1 MIN IE = 266.81 8" IN (SE) � UJ o W °z W ± c O W WJ ZZ SSCO 1 8 "• Q STA: 4 +79.95, 38.60' RT 2 0.4o SOLID UD Q RIM= FO.-S& 27 l• 1 U IE _ 0.10 8" OUT (NW) 2f4w A ► ov oL. wZ � d 0 o E 3� E.4 Q Z .0 ,p W pa c mE WIN c C vo s r 1 Q 0 O C4 rI Z O ORIGINAL DEED CORNER PROPOSED 5 FT DEDICATION TO THE CITY OF RENTON 25 LF 6" SS 0 2.00% PVC SDR35 ASTM D3034 PRIVATE 10' U T1U TY EASEMENT EX SSMH, TYPE 1 4800 STA: 1+53.079 0.931 RT w /SOLID LOCKING UD 1 +00 RIM = 2015 S �--� - IE = 265.80 8" IN (E) '- IE = 265.50 a" OUT (N) INT'X STA: 1 +61.50 PLAT = STA: 7 +99.99, CAMAS AVE NE 5' TO BE DEDICATED TO THE CITY OF - RENTON WITH THE RECORDING OF THIS SHORT PLAT ASPHALT WEDGE CURB SEE DETAIL 2 c4 PRIVATE ROADWAY SECTION SEE DETAIL e PROP 8 "8 DI WM 275 EX 6 "6 DI WM EX SSMH. TYPE 1 48 "0 270 STA: 1+53.07p 0.93' RT w /SOLID LOCKING UD RIM= -4'5:1~ L"1 S •� IE = 265.80 8" IN (E) 265 IE = 265.50 8" OU T (N) 260 SHORT PLAT OF CAMAS ESTATES ILUA04w0391 A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 8, TWP 23N. RGE. SE., W.M. +g rn CITY OF RENTON, KING COUNTY, WASHINGTON eaves #114 X`�. "' � 260 2%�.�o I � 00 . 276.10 275.90 i 77.49 so:oor guy 1 'Z I ' 1 X275.10 ,LSO I I X2�s.s � X275.10 � s.00 27 .i q z 70 � � x2�a.so 31 LF 6� 02.00% .5 � n T 1 \� soR� nM oso� .. , ,..IV 4n (DEED) 2W2W (MD) 2a4.�r1' odc. X274.60 T rlI N I I �' I i`, )R.P o ' I �tK = 275.80 ,d �. n X` / w. JlZ 137.4r X274.80 x275.80 274.80 X275.20 k X273.50 LOT 3 X273.10 7 X272.00 X27 N 6295.016 E 65744.896 z� .20 Xz7s.3o 73.40 1S.00r X272.90 X2 2.4 X274.50 SSMH V. TYPE B 54 "i �� STA: 3 +88.979 6.00' RT X274.60 � w /SOLID LOCKING UD 272.30 RIM = - Z't'= -•30 o `� 274.40 � FF = 275.00 `� g' � FF = 274.50 �� - (E) CALF 1 = 20' $ -�- 2 IE - 20.?4 6 IN X 273.00 •� 273.20 X 0.90 = BLS k1► X IE 4f�8-�' 8 IN (S) � o io- � � 27 50 0 SD CB #1, TYPE 2 48'8 SD CB #2, TYP 2 72'0 IE _ X%.?4 8" OUT (W) 820 1 1 ®�' 30 LF 6" SS 2.00% r 1` y ,�0 2 7 2 2 8 L J � - _ _ �� ,� R35 STM D3034 I I I 1 1 ___ 18 � S �' ti� 274 . 01 7 - - _ 27 o UTILITY CROSSINGS 11 el � �-� .30 1 2 $ FF = 274.50 ^ � X ... 1.0 2 N SEE UTILITY CROSSINGS ON COMPOSITE UTILITY 1 • 3 2 2 29 LF 6 PVC SDR35 S ST*D W199% !'' PLAN SHEET C14. 75.40 I A@XIStI X 7 9 271.40 O 2 .10 � X p%' O 0 272.90 272.00 I 1 ,-1M7 ASl' 0 sod` o ��% `� - �-. 0 --- 2 71.40 w' IE- $ 266.90 _-I --- X270J0 • X271.40 2s � 8 LF 6w SS 0 2.00% I I CHAIN LINK FREEWAY Or �- A 4 I o � 71.00 %< - PVC SDR35 ASTM D3034 I I FENCE' �'-� X 131 S1'�r- 2 7 Z I I 51• �s- o I SD CB #3, TYPE 2 72'9 4 +pp o .p: I I 3Qplp• 4 FF = 274 © o ORIGINAL I)EED CORNER 2�.0. o 90.30 x� I I 3Q(�+ 1 .90 X270.60 X X N I SD CB #4, TYPE 1 QX I I 5 7 q 2 0.50 %\\ T ,� •• 71.9 � �- '�� ..� .rte .� �� .�.. �� _��. Z/ lw EX. 30*0 ? �o I 1 INT'X STA: 3 +21.14 '� - -.. _ ` 1 p pF ` �°y .40 I i ELEV= 272.57 -, _ S opt I STA. 42 +00 I So B _ 92 LF 8" SS 0 0.40 qSF -� _. � � a► Of p VC SDR35 ASTM D3034 r o 5' MIN. d .p FIA LOW POINT ELEV - 272.34 4 "X4 "CONC. HWY MON.- 1.15' o o £X ? LOW POINT STA - 3+55.94 0.33 SOUTH OF CAI C. POSITION. °� ,�`° EX/p :w l 24 I PVI STA = 3 +56 Now 100 00 VC - - . PVI ELEV = 271.86 ° N A.D. = 3.80 F- , _ ' ° N N f� I� cv + K = 26.34 o r : q* N W f (D STA: 1 +97.02, 1.W RT z 1 o 265.96 PROPERTY AS CONVEYED BY DEED 266.25 STA. Q UNDER KING COUNTY RECORDING NO. 4 STA: 3+70.55, 5.60' RT 271.30 Z STk 3+88.97, 6.00' RT W 267.37 2.00% 11 SS 00.40% 3+30.9% 251 LT 267.15 267.65 U _ 4 +80 PVC SDR35 ASTM D3034 3 1 �cn STA: SSMH 0. TYPE B WO I 266.90 �z W a- s= �a O� C> p0 w /SOLID LOCKING UD CO ,aC V SE R O 1.a� C7 C/� •i. 1 MIN IE = 266.81 8" IN (SE) � w p � W ± c O W 280 2 71.10 SSCO 1 8 "• PROP 8 "8 DI WM 275 EX 6 "6 DI WM EX SSMH. TYPE 1 48 "0 270 STA: 1+53.07p 0.93' RT w /SOLID LOCKING UD RIM= -4'5:1~ L"1 S •� IE = 265.80 8" IN (E) 265 IE = 265.50 8" OU T (N) 260 SHORT PLAT OF CAMAS ESTATES ILUA04w0391 A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 8, TWP 23N. RGE. SE., W.M. +g rn CITY OF RENTON, KING COUNTY, WASHINGTON eaves #114 X`�. "' � 260 2%�.�o I � 00 . 276.10 275.90 i 77.49 so:oor guy 1 'Z I ' 1 X275.10 ,LSO I I X2�s.s � X275.10 � s.00 27 .i q z 70 � � x2�a.so 31 LF 6� 02.00% .5 � n T 1 \� soR� nM oso� .. , ,..IV 4n (DEED) 2W2W (MD) 2a4.�r1' odc. X274.60 T rlI N I I �' I i`, )R.P o ' I �tK = 275.80 ,d �. n X` / w. JlZ 137.4r X274.80 x275.80 274.80 X275.20 k X273.50 LOT 3 X273.10 7 X272.00 X27 N 6295.016 E 65744.896 z� .20 Xz7s.3o 73.40 1S.00r X272.90 X2 2.4 X274.50 SSMH V. TYPE B 54 "i �� STA: 3 +88.979 6.00' RT X274.60 � w /SOLID LOCKING UD 272.30 RIM = - Z't'= -•30 o `� 274.40 � FF = 275.00 `� g' � FF = 274.50 �� - (E) CALF 1 = 20' $ -�- 2 IE - 20.?4 6 IN X 273.00 •� 273.20 X 0.90 = BLS k1► X IE 4f�8-�' 8 IN (S) � o io- � � 27 50 0 SD CB #1, TYPE 2 48'8 SD CB #2, TYP 2 72'0 IE _ X%.?4 8" OUT (W) 820 1 1 ®�' 30 LF 6" SS 2.00% r 1` y ,�0 2 7 2 2 8 L J � - _ _ �� ,� R35 STM D3034 I I I 1 1 ___ 18 � S �' ti� 274 . 01 7 - - _ 27 o UTILITY CROSSINGS 11 el � �-� .30 1 2 $ FF = 274.50 ^ � X ... 1.0 2 N SEE UTILITY CROSSINGS ON COMPOSITE UTILITY 1 • 3 2 2 29 LF 6 PVC SDR35 S ST*D W199% !'' PLAN SHEET C14. 75.40 I A@XIStI X 7 9 271.40 O 2 .10 � X p%' O 0 272.90 272.00 I 1 ,-1M7 ASl' 0 sod` o ��% `� - �-. 0 --- 2 71.40 w' IE- $ 266.90 _-I --- X270J0 • X271.40 2s � 8 LF 6w SS 0 2.00% I I CHAIN LINK FREEWAY Or �- A 4 I o � 71.00 %< - PVC SDR35 ASTM D3034 I I FENCE' �'-� X 131 S1'�r- 2 7 Z I I 51• �s- o I SD CB #3, TYPE 2 72'9 4 +pp o .p: I I 3Qplp• 4 FF = 274 © o ORIGINAL I)EED CORNER 2�.0. o 90.30 x� I I 3Q(�+ 1 .90 X270.60 X X N I SD CB #4, TYPE 1 QX I I 5 7 q 2 0.50 %\\ T ,� •• 71.9 � �- '�� ..� .rte .� �� .�.. �� _��. Z/ lw EX. 30*0 ? �o I 1 INT'X STA: 3 +21.14 '� - -.. _ ` 1 p pF ` �°y .40 I i ELEV= 272.57 -, _ S opt I STA. 42 +00 I So B _ 92 LF 8" SS 0 0.40 qSF -� _. � � a► Of p VC SDR35 ASTM D3034 r o 5' MIN. d .p FIA LOW POINT ELEV - 272.34 4 "X4 "CONC. HWY MON.- 1.15' o o £X ? LOW POINT STA - 3+55.94 0.33 SOUTH OF CAI C. POSITION. °� ,�`° EX/p :w l 24 I PVI STA = 3 +56 Now 100 00 VC - - . PVI ELEV = 271.86 ° N A.D. = 3.80 F- , _ ' ° N N f� I� cv + K = 26.34 o r : q* N Inpulemp"Ll A ARK 1 +60 BASIS OF ELEVATION CITY OF RENTON MON. #57 NW` CORNER SEC. 8, T23N, R5E, W.M. ELEVATION= 99. 496 METERS =326.42 FEET • N 6510.450 CALC. N56830.947 CITY OF RENTON E 66068.649 CALC. E398127.629 CITY OF RENTON 2 +00 2 +40 2 +80 3 +20 VERTICAL DATUM New -aa NORTH AMERICAN VERTICAL DATAM OF 1988 PER KING COUNTY DEPARTMENT OF PUBLIC WORKS 3 +60 4 +00 4 +40 4 +80 CALL 48 HOURS BEFORE YOU DIG 1-800- 424 -5555 x ►2 410 f (D STA: 1 +97.02, 1.W RT 265.97 1 o 265.96 PROPERTY AS CONVEYED BY DEED 266.25 STA. STA: 3+39.34, 4.98' RT UNDER KING COUNTY RECORDING NO. 4 STA: 3+70.55, 5.60' RT 271.30 6104232 STk 3+88.97, 6.00' RT 266.74 267.37 2.00% 271.20 16.7 LF 8" SS 00.40% 3+30.9% 251 LT 267.15 267.65 100X _ 4 +80 PVC SDR35 ASTM D3034 3 1 STA: SSMH 0. TYPE B WO I 266.90 _N 2.008 .. STA: 3 +89.54, 22.76' RT w /SOLID LOCKING UD NI SAM SE R RIM= 272.00 0� EASEMENT 1 MIN IE = 266.81 8" IN (SE) � IE = 266.81 8" OUT (N) 01c 269.40 X 2 71.10 SSCO 1 8 "• STA: 4 +79.95, 38.60' RT 2 0.4o SOLID UD RIM= FO.-S& 27 l• 1 IE _ 0.10 8" OUT (NW) 2f4w A ► 269.80 SANITARY SEWER SERVICES N 6096 782 IE AT MAIN [Elm I FAd 0 Inpulemp"Ll A ARK 1 +60 BASIS OF ELEVATION CITY OF RENTON MON. #57 NW` CORNER SEC. 8, T23N, R5E, W.M. ELEVATION= 99. 496 METERS =326.42 FEET • N 6510.450 CALC. N56830.947 CITY OF RENTON E 66068.649 CALC. E398127.629 CITY OF RENTON 2 +00 2 +40 2 +80 3 +20 VERTICAL DATUM New -aa NORTH AMERICAN VERTICAL DATAM OF 1988 PER KING COUNTY DEPARTMENT OF PUBLIC WORKS 3 +60 4 +00 4 +40 4 +80 CALL 48 HOURS BEFORE YOU DIG 1-800- 424 -5555 x ►2 410 f (D STA: 1 +97.02, 1.W RT 265.97 1 o 265.96 PROPERTY AS CONVEYED BY DEED 266.25 STA. STA: 3+39.34, 4.98' RT UNDER KING COUNTY RECORDING NO. 4 STA: 3+70.55, 5.60' RT 271.30 6104232 STk 3+88.97, 6.00' RT 266.74 267.37 2.00% 271.20 16.7 LF 8" SS 00.40% 3+30.9% 251 LT 267.15 267.65 100X _ 4 +80 PVC SDR35 ASTM D3034 3 1 STA: SSMH 0. TYPE B WO I 266.90 _N 2.008 a STA: 3 +89.54, 22.76' RT w /SOLID LOCKING UD NI SAM SE R RIM= 272.00 0� EASEMENT 1 MIN IE = 266.81 8" IN (SE) � IE = 266.81 8" OUT (N) 01c 269.40 X 2 71.10 SSCO 1 8 "• STA: 4 +79.95, 38.60' RT 2 0.4o SOLID UD RIM= FO.-S& 27 l• 1 IE _ 0.10 8" OUT (NW) 2f4w A ► 269.80 SANITARY SEWER SERVICES N 6096 782 IE AT MAIN SSCO 11 1 8"i STA: 4 +79.95, 38.60' RT RIM = -2 ?&.W 2 - IE = 26?:i0 8" OUT (NE) Zf l-$ SSMH TYPE B 54 "0 STA: 3 +89.54, 22.76' RT w /SOLID LOCKING UD RIM= 272.00 01C IE = 266.81 8" IN (SE) IE = 266.81 8" OUT (N) SSMH 02. TYPE B 54 "1 STA: 3 +8&97, 6.00' RT w /SOLID LOCKING LID RIM= * L? To • 3v IE = 404+60 IN (SE) ® UP 6.46S IE _ 100.m't+ 8" IN (S) L".66 IE = M.f4.8" OUT (W) 2 GAP. ra 5 CHECKED FOR COMPLIANCE TO CITY STANDARDS Doti Dote Doti _. . E 65741.437 * NCI L `AN` ,,t�♦ Ex�►NP� ., 3, do As J;,- As aesta l�L IE END OF SERVICE SANITARY SERVICE STUB f (D STA: 1 +97.02, 1.W RT 265.97 1 STA: 1 +99.02, 1.91 RT 265.96 266.97 STA: 2 +66.A 3.39' RT 266.25 STA. STA: 3+39.34, 4.98' RT 266.55 4 STA: 3+70.55, 5.60' RT 266.67 STA. STk 3+88.97, 6.00' RT 266.74 IE END OF SERVICE • Sc�w�a, s AmaAm P= ,.,b aouM 37sTM in FEmtK ter. Im woos For (x# &S-IN J� A -NN � SWTARY SERMCE STUB f TOP SLOPE 1 STA: 1 +97.56, 21 LT 266.47 266.97 1 STA. 1+99.56, 2 LT 266.48 266.96 M.2.00% zw% 2 STA. 2+67.42, LT 266.47 267.37 2.00% 3 STk 3+30.9% 251 LT 267.15 267.65 100X 4 STk 3+71.17, 2S LT 267.25 267.75 Zoos STA: 3+97.20t 6.18 RT I 266.90 267.40 2.008 • Sc�w�a, s AmaAm P= ,.,b aouM 37sTM in FEmtK ter. Im woos For (x# &S-IN J� A -NN �