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Construction Drawings - C4.10 V1APPROVED MW22 GENERAL NOTES \ i i 0 2713 / EG a / - - - \ \ \ / 2713. EG s 3 8 E E� k a . e o a � I I I 2714.01 I I FG ME ti^^ 14 I I MATCH LINE: SEE SHEET C4.20 IE7 PH 1 �77 TUWI 1 ME / ' p - I - 2716.52 L 2715.46- 40 n - FG FG ," \ O - - - / - - 2715.57 \\ / cs 2713.80 Nl � \ \ FG ME \\ \\ FG 15 II FG13.73 FG \ \\ I 15 `�.I 2 v 6 I \ 2716.27 2715.28 FG - FG \ \\\ � � 2713.52 2714.84 I - - - 2713.46 FG i FG 2713-FG \ 27 - - - - 27111.02 2715.06 N �x\\\\ \\ I W. LEARMONT ST N _ FG \�\ \ I 2713.911 FG j BLOCK15 li i I I r,l FG � � I 1 i'Imi 2714.43 FG \ - �- n 2714.34 \\ \ I1 1 I 30 I (� 2713.08 - �I FG \\ \ \ \ \ ICI I C) ,. FG � r 29 5 / 6 \ 2713.FG FG15.94 FG14.98.. \ \ \\ \\ 2713.15 BLOCK s FG 26 2715.25 2712.98 2715.70 I 2714.75 a FG ME \ \ FG FGFG 32 2712.8E- - - 2FG/'ME t EXISTING PHASE 1 \\ \ \ \ \ \\\ N \ `� 2715.16 2712.70 FG \ VA \ \ \ FG F715.45 I 2714.52 2714.57 0 �- ' 2712.6E \ FG \ 31 FG 11 vls.oa \ VA \ \ FG FG15.23 2714.29 - - FG \\ \\\\\ \ (n � FG �I O 3 12 9713.22 _ - / N FG15.01 FG 2714.08 / FG 2714.81 \ \ \ n- � - - - - - - - FG N � 2713.35 \ 2 I FG 2714.FG \\I 22 13 5 FG .P 2715.38 2714.45I FG FG > V II 28 I 2713.6E - - - I - - - 2714.8E \ I I IIII 21 I 1 2714.5E 2714.92 .v FG III F713.91 2715.74 / 2714.811 2714.65 II III FG FG 27 2714.03 FG / 2715.36 III I j - \41 - - - 15 2715.02 - - FG III III 2714 Zs l i FG 2716.11 FG15.18 FG -FG/ 6 • I ,' 2714.FG 8 I III Ilj 19 I 16 I 2715.69 b - - FG / - - FG14.59 2716.48 2715.55 N 2 115.39 FG FG FG I I� 25 2714.71 -- -- - 9 II I FG z OI 1161 ' I 2716.01 �/ II"I O < I i FG II I I I 2 FG II II cc it CD I 1 I I 19 12716.52 FG 4 C) 6 2116.79 FG \y � J1, _ I 0 I I I I �-J f_-- -2715 2715.7E 29A6/ 2714.93 18 _ 17 / FG -- _ - FG � � 24 \ °N 2716.12 BLOCK 6 FG - / 2716.40 �r 15.18 FGFG / IIII 23 2715.20 W LYRA $T 2716.06 / IIII III ' FG --'+� 6 2716.27 FG FG 2716.87 FG -2717 - / IIII / FG15.76 20 22 - - 2716- - 2715.38 FG 2715.64 FG 2715.98 FG 2716.32 FG 2716.46 - II I I \ 2716.5E I 14 FG / A -_ 12j rife/ 2717.33 1. CONTRACTOR TO VERIFY EXISTING GRADES SHOWN ON THE PLAN. 2. CONTRACTOR TO ENSURE POSITIVE DRAINAGE. IF A CONFLICT OCCURS BETWEEN THESE PLANS AND FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 3. ALL GRADING AND EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT. ENGINEER: NATURAL RESOURCE SOLUTIONS LLC. ADDRESS: 5740 N. APPLEBROOK WAY BOISE, IDAHO 83713 PHONE: (208)850-4926 DATE: 10/09/2019 PROJECT No.: GEOTECH PROJECT No. 4. ALL EXISTING UTILITY LOCATIONS SHOWN HEREIN ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. LEGEND - - - - PROPERTY LINE RIGHT-OF-WAY LINE - - - - ADJACENT PROPERTY LINE EXISTING IMPROVEMENTS SAWCUT LINE 4 - - GRADE BREAK -4200- EXISTING MAJOR CONTOUR - -420 r - EXISTING MINOR CONTOUR 4200 PROPOSED MAJOR CONTOUR 4201 PROPOSED MINOR CONTOUR PROPOSED A.C. PAVEMENT PROPOSED CONCRETE PAVEMENT PROPOSED LANDSCAPE G6.34 EXISTING GRADE SPOT ELEVATION FG 66 PROPOSED GRADE SPOT ELEVATION ABBREVIATIONS 97.66 FINISHED GRADE SPOT ELEVATION FG 97.66 EXISTING GRADE SPOT ELEVATION EG 97.6E FG ME FINISHED GRADE/MATCH EXISTING SPOT ELEVATION 2716.50- - - - - - - - r I I I 2716.8s 271 s.92 - - - FG z71s.a4 19 1 18 1 17 16 15 FG FG FG I 1 / �//i�f __ ----2718- --�---- - - - - - - -,I 13 / ;/�, -- ---- BLOCK - - 2718.53 - - ------ EG -- FG/ � _ 15- EG 2719.225 _2719.23- 2719.12__=_2718.89L7GFG _-22718 -2720� EG EG-___ EG= EG_ NORTH 0 40' 80' 160' SCALE: 1 " = 40' KEY MAP N.T.S. z 0 a Q 0 0 N N N N N N Z 0 0 0 z N N N V V V O a w J U U) = o CO o a 0 m m z0 00 00 z W U) w 0 w U Id SEAL SS\ONAL ENC OFF' \CENSE0 8670 S 01/14/2022 �91f OF �VQ� 9ej�A IL \A SHEET C4.10