Loading...
HomeMy WebLinkAboutSW3170403 - McBride Place Energy (5)--� \��__ _ �-mo, I I I ��` ` �I `� I► I I 1 1 1 \ \ / /--� / / / / 54'0/J//� I /'n�_ --'�., \\�—��\��_= \_� ll� I I ` I ;h�';I I IN, II I\ \ \\ I —� J I1`t\\ \ \ \ 520 \ / \ /♦ I ► i �— \ /\ \ ♦/ ,/ y ��1 \ \ \ \ \ NNN\ \\ 540- — \ \ 1 \ \ ` / 54011 _ \16 \\\ - :\ \ �« /\\ \ \ \ \ I /3/8 ,\ \ (/ %:'�s- �� \ \ �� \ mo---- \ \ \ \ \ \ \\ rr-a y / , I 5�0 ( l I 1 s \ \ \ \ \ \ \�_\\ 1 In a IN IN, It 550 _ \\\ \ \ '--_\\\\ \\� \ �\ — \ \\ '\`; ,\ \ \♦ l—\ I / \\ \\ \\ \ \\\\ \\\\\— J/'--/ // � // // � / \ \ \ \\ \ \ \ \ �\ ♦\ _- \ \ \\ \� NN, NIN \ \ ,- \ \1\ \ \ '✓ � I / �/ — —\ \ \ \ \ \\ --\ /540 1 I 1 1 I ( 1 \ I \ \ \ I 50 \ \\ 1 \ \ \\ 5 \ \ 1\ \1 510 1 �' �' I I • ,_ ' / ' 11 I $ / , \ \ \ \ \ \ 11 \ II 1 I NN, Is2o \ \ \ � 1111 11 I _ \ \ \\ \ \ \\ 1 \\ \ \ \` 1 \ \ I\I , \� \\\ *��_ _/ / /\ 1 \ \ \\ \ \ \\ \`/ I \ \ \ \ \ \ I \ \ / \ \ \ \ \ \ I 1 \ \ \ — I \ / \` \ I \'� \ 1 \ \ 1 I \ \\ \\ \ \ \ \ \ \\\-----—\ \ L\ \ \ \ \ / NN, NIN 530 —\-- 1 / / / / / / / I I I — / ) I I / / 1 \ \ \--- _ _/ \ I ISL \ 5410 'N It / 16 NIN 5,0 1-540 y 530/ It It NN_ / / / NN I — — It It It It It 411- ___----_ � — _ — \ ` \�\\ \\ \ \ \� �\ \� / /—� 1 5�0 \ \\ // / I I / I I 1 I 1 I 5�o16 530 — _—\ \ — — \ \ \\ �' j �.\ \ \ — / / \ \ \� / �I I ) I I 1 \ 1 1 1 \ \ \ \ / / \4,Wr \5�°\' \ \ \ \ / It \ \ \ _—_ \ \ I \ \ a \ \ \ \ \— IN, r \ \ \\\ \ \ \ \ 1 I I I I I /- -// \---- 540 \ \ \ I I I I \ \ \ 5 \\\\ \\';;\; \\\ \\ \ — / j / \ \ rr \ \ \\\\ I I I I I I I I I I 4\'• IIt 111111 11116 4& )N 1\ It 560It ' It 550 \ / / / / / / ///� �/ / /l�/� \= �•\'. \ �'h\ \ \ // / / / / /ll ♦ \��°�' \\`\ \ l .l I I /// /l/ l / / /.__—�/ / / / /It It iso \ \ / /° / — Ar r / / / / / / X26/ / L _ I �► t�1 ■ \ / ---' _ 10 1)N NN, \ .530 // \ , , \ I \ \ \ / 520 \ \ 1 1 \ \ \ / \ \ \ \ \ \ \ \ \ \\ \ \ \ -s+a-- -- \ \ / /' /-\ _ \ 1 / / \ 1 I I 32 \ \ I 1 I I I / I / / / \\ \ I I \\ \\\\ ♦ \ \ \ \ \ \ 5 \ 1 / / J l /</ '' ///� �—\\ \ I \\ \ \\ \ 1 1 / / \ \ 1 \ / / / / / / / // _ ► I o \ \%�\ / I / \ \ \ \ CLASS 1 STREAM BUFFER AND NO— BUILD ZONE '\ r/ , / / / , , \ 510 , I ( I \ I \ I oo . \ \ , , I I I , I I I \ \ \ \ \ NNN N, IN, LINE STREAM BUFFER \ \ \ \\ \ \\ _ _ • , \ \� — I \ III I \ FORMULA PERCENT SLOPE BUFFER WIDTH \ \ \ \ \ \ I ` ♦ \ ` J / I 1 5 0 1 I I 1 \ \ \ \ \ \\ I ;� W ,\. .. \;\ �� ��♦ \' \ S=E2—E1 X 100 S=542.0-524.4 X 100 S=7.04 BUFFER WIDTH = 50+(4 X S)\�� \ \\ \\ \ \ L \ \ / \ LINE A \ _ \ I I I I 1 \ \ \\\ \\\ \ \\_ 250 250 BUFFER WIDTH = 50+(4 X 7.04) = 78.16' \ \\ \ 1 I I i �1 I 1 \ / / \ \ / \� \ \ / 1 I I I \ \ \ \\ \ \ — — — — —''— \ \ BUFFER WIDTH 50+ 4 X S \ ) \ ` ���� - \..= r i- S=E2—E1 X 100 S=541.0-513.2 X 100 = ( ) - - LINE „B„ S=11.12 , I \ \ \ NN, \ \ .._ ^ ;� \ \ \ \ - - - - - LEGEND 250 250 BUFFER WIDTH — 50+(4 X 11.12) = 94.48 \ \ I\ \ \\ I \\ \ \ \ \♦ \ _ \ . �,\\ \,_ \ _ _ — \ \ \ \\ \ \ \ _ — — _ — — — S=E2—E1 X 100 S-525.2-501.6 X 100 BUFFER WIDTH = 50+(4 X S) \ \ \ \ \ I \ \ — — - \\\ 1 w �•.,,�4` \ — `\ \ \ \ — _ — — _ 1230- EXISTING CONTOURS LINE C — S=9.44 _ , _ I \ \ \ \ \ '0 ` 250 250 BUFFER WIDTH — 50+(4 X 9.44) — 87.76 \ \ \ \ — `` \ \ e� \ I \ \ \ 1 \ � � - � � � �� ' \ ' _-\---- \ \ \ \ \ \\ _ Z�- PROPOSED CONTOURS �37- S=E2—E1 X 100 S=531.1-496.8 X 100 BUFFER WIDTH = 50+(4 X S / / 1 I 5 0 \ \ \ \ - �`\ \ \ \ \ \ / ` � -'--.1- � \ '\\ \ \ \ SITE BOUNDARY LINE „D" S=13.72 ( ) \ J I 1 \ \ \ \ \� \\\ \ \\\ \ �♦ \ ,. \ 250 250 BUFFER WIDTH = 50+(4 X 13.72') = 104.88' I I ► \ \ \ \ \ \ I \ \ \\\ \\\\\ \ �, J — J ; \ \ \ \ \ — - — EXISTING PROPERTY LINE \'A, \ _ - - SETBACK LINE \ \ \ \ \ \ \ \ \\ \ LINE "E" S=E2—E1 X 100 S=524.5-490.9 X 100 S=13.44' BUFFER WIDTH = 50+(4XS) I 1 \ / 1 I 1 1 — -- \ \. _ \ \ — PROPOSED PAD 250 250 BUFFER WIDTH = 50+ 4 X 13.44' = 103.76' / / I I I �/ v \ ` =yam '\� \ \ _ It/5h/ 5_______ / \ \ \- ------ PROPOSED RACK PATH 'I-/ _ I I / 1 \\ I ' I / / / / / // I \ /' `-i- \ - \� \ \ \� PROPOSED SERVICE AISLE SCALE - wo 200' SCALE: 1"=100' i — J I / / / / I / / / \` /�__/`/ 0 // / // / // //// / �/ �/� _ ■ rr _ _ /IN, It It 5z6 It ///It/ 50 ///— ////// // / / I -_ \v 5Y0 /5'f0// 5 l I I 1 -- 16 \\ ------ \ 490 ('0 ARRAY FIXED SOLAR PANELS ARRAY J TRACKING SOLAR PANELS DELINEATED WETLANDS 100 YR FLOODPLAIN --------- TOP OF STREAM BANK PERENNIAL STREAM -50' MINIMUM CLASS 1 BUFFER NO -BUILD SETBACK -CLASS 1-20'/CLASS 2-10' ------- INTERMITTENT STREAM -30' CLASS 2 BUFFER - - - PROPOSED BOUNDARY BUFFER PROPOSED ADJACENT NEIGHBOR BUFFER fflI SLOPES > 3:1 Date: 4-25-17 Scale: AS NOTED Designed by: EHB Drawn by: RIJ Checked by: EHB 0 0 i E p a- o a C U N O '� LN41 Lo � C/) 2 v aD - X i W 0> 3 LO o n � 0-0 M LL, 0 m '0 � __ (0.c:v O a � = w Zw O 2 Drawinq No. of 1 Sheets Job No. 2377 �q:Q� 00 �i:dS Z: m . Lu CnI;t /v ......qsQ,: ,`f�/lllflflff��l, Drawinq No. of 1 Sheets Job No. 2377 O IL O H J J \W O D 0 W N Z W �Q N W m LL.Wo Q > U �— Z) m Q=� JO W la— w ((~ � Q J_ LLJ N m W r) o m N ~ N U 0 Q EL Drawinq No. of 1 Sheets Job No. 2377