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HomeMy WebLinkAboutR-4117038 I 7 I 6 5 4 3 E 0 C cn ry w 0 Z Q Ln 0 \--------- --- / / O / °e �x CN pUo /--------- / g o cn _j U oz�w I �p (n c3 1- / Ic1x I o�oo / / I \\ 1 I_mUzcok / I \ / / / N 173681.39 I E 1304915.00 I FG 444.65 I FENCE CORNER I N 173686.53 I0 / I E 1304924.93 FG 444.70 II0 I PAD CORNER I I o 0 a ao I................................... . ... o 67.00 ' 3.00 I o \ Ie 9 9 eo I \ N 173614.40 I \ E 1304915.97 `9! I \\ FG 443.98 I\ \ FENCE CORNER I o �\ \�1.\00% o \ \ ° O13 \ \ O O � a \ a \ \ \ \ 0�0 o a I \ o 0 08 0.0 Q o, c, NORTH- 13 NON-CO�DUCTIVE FENCE PANELS. \� a \ SEE D-194�6 SHT, 1, � \ \ '✓ ❑ Oa Q \ \ O- \ \ 16 \ \ 442 J / . 443 444' ......... . \ \ EXISTING .... _ . \\ \ F 41 -- N 173685.31_-- 40-441 - - --- I---- ---_ - ------ -----440--E 1304839.94 -- -_-- _ --------4�9-- ter, AAA 7n -- ----- ---- 450 430 0+00 N 173680.38 E 1304845.01 FG 444.65 FENCE CORNER SECTION A -A SCALE:1"=20' (1"=5 VERTICAL � •\ � I I I I I I \�a°� � d° Q \ ♦ d° cp - \ \ DRAINAGE \ d d \ d- \ N 173343.63 l i l l l l 11 E 1305058.03 � J a I 1 \ \ `DITCH �' t / I I I FG 441.0 �' I CULVERT INLET o ,- I I I I I \ �\ \\ \ - I I I I I II I I`�` •\ 1 1 1 // / / .°&� \ I I I \ \ \ 446' o a. -443- - � tK .442 441- N 173591.54 J / // // 0/ / \\ \ \\ _ 'N 173350.69 I / / \ E 1304926.30 E 1304971.88 / �' / \ � FG 443.75 EG 438.00 / / / CULVERT OUTFALI� 0 END OF ALIGNMENT i nI 1-7znnc r-� TOP OF PROPOSED rJ' CLR STATI PAD SUBSTATION FENCE EXISTING GRADE ' 5' 00x to 0 DRAINAGE SW E 2 c cn to 00 M Q + in V W � N 07 W N W 1 +00 2+00 SEEN LONeF 7/20/21 pF wAsy/ LLJ AT 25492 -Rai 40�v �70N. Y W cr m W C Q o: 450 „O 430 2+40 450 t / DRAINAGE SWALE / ARMORECOMTH I LASS A RIP RAP, EXIST, DIRCH III - - CEN TER`LINE/ I / I I a 1 A-) I I 6 o- I I I I l I l 0�1 TLT II I I I I I I �NV. 43�.1������ �� ��� I \ I 111111 111 r ��'�� �\ I 00 1,01 TRAPEZOIDAL 8 \ \ 1 RIP RAP 111 SPLASH PAD llii11111 11 1 1 1 1 LF 24" H-DP.EJV12- PIPE Fool 1 1 1 11 1\I\ 11 IIIII I 1 111 1\\ EINW _439,7 _\ EXISTING I I I I I I I I I l \RASH_RACF�\\ \ FENCE W/I r--- 1 III I I I i I I I EXISTING SUBSTATION SECTION B-B SCALE:1"=20' (1"=5 VERTICAL) SUBSTA ION FENCE OP OF PROP O D n 7\ 5' EXIIISTINCp I GRADE 7\ III 10' 111 0.00%- 0.00 21 t�- A'l - to Ooo, o #,o cm N o 1 1 H ~ N W W � W Lm c W g � 430 RF 0+00 REFERENCE DRAWINGS HST NO HST NO TIDE; D-19980 1 SITE PLAN AND GENERAL NOTES D-19980 2 CITY OF RENTON STANDARD PLAN NOTES D-19982 1 TEMPORARY EROSION/SEDIMENT CONTROL PLAN D-19983 1 TEMPORARY EROSION/SEDIMENT CONTROL NOTES AND DETAILS D-19985 1 ACCESS ROAD PLAN, PROFILES AND SECTIONS D-19986 1 CHAIN LINK FENCING SECTION AND DETAILS D-19988 1 FOUNDATION PLAN D-19989 1 VERTICAL BUS STRUCTURE 1 +00 450 ►l 430 1 +35 R-411705 REVISION DESCRIPTION AS -BUILT CAD ENGINEER Know what's belm. REVIEWED dig. Call before you APPROVED 3 SECTION C- C SCALE:1"=20' (1"=5 VERTICAL) 450 430 0+ 00 TOP OF PROPOSE GRAVEL ROAD ` 3 �1 EXISTIN GRADE WO NUMBER:111024154 WO NUMBER:111024153 SIDS HSL HSL 4" YARD COURSE PER PSE SPECS. 1275.1330 F- 9" BASE COURSE PER PSE SPECS. 1275.1310 UNDISTURBED NATIVE SOIL YARD SECTION N.T.S. 0 10 20 40 60 FEET 1"=20' LEGEND 450 - - - -290 - - - - EXISTING MAJOR CONTOUR - - - -291- - - - EXISTING MINOR CONTOUR 290 MAJOR CONTOUR 291 MINOR CONTOUR -1.00%GRADING SLOPE ARROW 440 - - PROPERTY LINE X EXISTING FENCE NEW FENCE SUBSTATION PAD - BASELINE P EXISTING OVERHEAD POWER 430 0+40 DATE (M/D/ 01 / 11 21 01 / 11 21 01 / 11 21 GRADING AND FENCING PLAN SECTIONS & DETAILS CLR TALBOT HILL SUBSTATION PUGET SUBSTATION DRAWING NO REV NO SOUND ENGINEERING D -19984 3 ENERGY DEPARTMENT SHEET: 1 OF 1 SCALE: 1"= 20'-0" CLASS: SITE FILE N0: CADD NO: Model CODE: TAL O rn Q O O 0 O N U E C G 8 I 7 R:\PROJECTS\150680\DD\DWG\05 PHYS\TALBOT CIVIL SITE SHTS\DGN - CONVERTED\D-19984-01-2010.DWG C: 5 4 2 I 1