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HomeMy WebLinkAboutW07-PP-91 WILLOWBROOK ESTATES SUB ATTACHMENTn. . . . . . . . . . . . . .............. RI —IL L If, Pl, O Ulli IV Ile rl f� . 4�f v'q'X#L0.A51lv 0;- 1,z V, Oil% L L 40, iL "o, Nil, P II Til Y. 44 11"IT, yy 0 1IT6 ;P, r"i I V y I Xl' IJW ALLP ij .. �L LI L..,r �IL4 it 4 ALI Ye LlF f %0 4, " 11,11. . l, iW% , ,% 'k LT ?'I wi I A , � it Li , zz W 4 i�, ME 11.4m 2 301 VIM I IWTI oil a ki I ON W11111MMOR t. k&s gill. s 41. :lf 63.32' 01.41' I ® / M M � d a M N � � ,O 62.70' — — — 113.18, — — N. 0'24'32" E. 885.00' IRRIGA TION DRAIN DITCH tpa 68.00' 68,00' 68.00' 68.00' 68.00' 68.00' l 68.00' 7G.00' ? 118.27' BL OCf( 2 I 11 N wl N O N O N O N O o O o O I I 116.27' - N i 0 dL vc7r i 7 & I © ®bo ® ® m ® m � 111 — 70.00' — — 70.00_ ——70_00' `? a — — 70.00' — — i76.000' — — 76.00' — — 76.00' — — — — 233.30' N z 01 S. 0'24'32" W. 1291.18' — la o E DDU DRAIN N I M. + P N uWill h <.1 THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED �1�#", ON ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BYr AGREEMENT IN WRITING WITH HUBBLE ENGINEERING, INC. I; NOTES; 1. THIS PROPERTY IS LOCATED IN THE R-1 ZONE. 2, STORM WATER RUN-OFF WILL DRAIN TO EXISTING DRAINAGE FACILITIES IN LINDEN STREET WITH - DISCHARGE TO THE DIXIE DRAIN. 3. DRAINAGE WATERS FROM THE ADJACENT PROPERTt TO THE WEST WILL BE CONVEYED THROUGH THE PROPERTY AND DISCHARGED INTO THE DIXIE DRAIN. r7 C.-✓ —� "' s o ao l, I I ,� 0 1 u .tU 120 SCALE: 1 " = 40' r I ��II .III 11 LEGEND 1.� II �a PROPERTY BOUNDARY LINE 4O' RIGHT-OF-WAY LINE b �d F � ---- _'PROPOSED STORM II. � I LOT LINE I II DRAIN CENTERUNE i t . in i��.a.�, ---- - -- - - EASEMENT LINE O N'', 4' CONC. SIDEWALK W/CURB& GUTTER I II ^ -- W — WATER LINE N -- — -- -- - DITCH Lo S SEWER LINE 00 ,i�hi., O SEWER MANHOLE I O SEWER CLEAN OUT r I I•h^�'� ,91 � w.t r _ I '� • i.�Fi a li Ilf il'� Yu. qY�1 WILLOW BROOK ENGINEERING, INC. ESTATES ENGINEERING —SURF RYING—PLANNIN G �N N LOCATED IN THE NW 1/4, SECTION 34 T.4N., R.3W., B.M., CANYOONN COUNTY, IDAHO 7025 EMERALD STREI::T �� �s DESIGNED BY: DATE: SHEET NO. l BOISE, IDAHO 8370.1 1-14-91 y DRAWN BY: PROJECT NO.: (208) 322-8992 9 EE 90-078 G J suR�i CHECKED BY: CAD DWG: lrr a WILLPREP �Gl17l�%IJ I��r1 ��FffG.� / LK/ REVISIONS: REVISED 5 1-91 H] ] B % ni WTI a WX I Illy PROPOSED .PED.1BIKE PATH EASEMENT o I M I I I I 1 r THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED ON ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY ..,..--- T "I kuR111NG WITH HUBBLE ENGINEERING, INC. r• � n " l!*) �' � xyl 9 P 4�l , HF yx P r r M Y� l i. .a a.: yCirvF r , A � V ��k yaN a nWJ E BL OCK 1 AI ITZ IW O v) NOTES: 1, THIS PROPERTY IS LOCATED IN THE R-1 ZONE. 2. STORM WATER RUN-OFF WILL DRAIN TO EXISTING DRAINAGE FACILITIES IN LINDEN STREET WITH DISCHARGE TO THE DIXIE DRAIN. 3. DRAINAGE WATERS FROM THE ADJACENT PROPERTY TO THE WEST WILL BF CONVEYED THROUGH THE PROPERTY AND DISCHARGED INTO THE DIXIE DRAIN. 4. PROVISIONS WILL BE MADE TO INSURE THAT EACH LOT WILL HAVE ACCESS TO IRRIGATION WATER. 5. A 6' HIGH CHAIN LINK FENCE IS TO BE CONSTRUCTED ALONG THE RIGHT-OF-WAY LINE OF THE DIXIE DRAIN. 6. EACH SIDE OF COMMON LINES HAVE A 5' PERMANENT PUBLIC UTILITIES, IRRIGATION AND DRAINAGE EASEMENT EXCEPT AS OTHERWISE. SHOWN. 7. A 10' PUBLIC UTILITIES, IRRIGATION AND DRAINAGE EASEMENT WILL BE REQUIRED AT THE FRONT AND BACK OR EACH LOT. r y�l IJ':7 PROPOSED STORM`'' 182T DRAIN I { { h _.. _ , � i N `; ¢ p c •;z 4 r tii i GY 4 W 132.78' i ^ c 5 20 80 0 10 40 120 SCALE: 1 " = 40' k" ;w I LEGEND PROPERTY BOUNDARY LINE RIGHT-OF-WAY LINE LOT LINE 4 I c 1Ya - CENTERLINE I - tI IyIII �I I) V � kF EASEMENT LINE 4' CONC. SIDEWALK W/CURB& GUTTER W-_—.___..-- WATER LINE DITCH --- S SEWER LINE 0 SEWER MANHOLE O SEWER CLEAN OUT i HU REVISIONS: REVISED 5-1-91 BBLE WILLOW BF\,--jk to ENGINEERING, INC. ESTATES ENGINEERING- SURVEYING -PLANNING LOCATED IN THE NW 1 f4, SEC'T1ON 34 T.4N., R.3%, B.M., CANYON COUNTY, IDAHO 7025 EMERALD cTRi ET ����� DESIGNED BY: DATE: j I. I, BOISE, IDAHO 83-/`u ,• 1-14-91 H�E T 0 (208) 322-8992 � \9� fP DRAWN BY: PROJECT NO.: jo EE 90-078 -�SUR`Li' CHECKED BY: CAD DWG WILLPRE P