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ALL SITE GRADING [EXCAVATION, EMBANKMENT, AND COMPACTION] SHALL CONFORM TO THE w =4/26/2018 ED /j/ / / / / / - - - - / / / - - - - RECOMMENDATIONS OF THE LATEST GEOTECHNICAL INVESTIGATION, IF AVAILIBLE FOR THIS PROPERTY \ x12:00:00 AM �� ' / / / / / / / - / / / r U` J /� - --- / / / / --- / - - - - - - - , _- - - - // / / - - AND SHALL FURTHER BE IN CONFORMANCE WITH THE TOWN OF VAIL'S "STANDARDS AND Z z o / / / - - - - - - - / //// // / SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF PUBLIC IMPROVEMENTS," LATEST EDITION. 1- 1:, z - �� - - j / / - - - - - - - - - ' J / / /// / - / - - - - 2. EXISTING ELEVATIONS SHOWN ON THIS DRAWING HAVE BEEN DEPICTED FROM BEST AVAILABLE Q a o / / / ' / - - _ _ - - - - - / - �� / / / / - _ - _ INFORMATION AND ARE SHOWN TO THE EXTENT KNOWN. IT IS THE RESPONSIBILITY OF THE z • �- - - - - ' / / / / - i /� ' - - - _ - , / / / _ - - - - CONTRACTOR TO FIELD VERIFY EXISTING GRADE CONDITIONS AT THE LIMITS OF CONSTRUCTION AND 2 ° `° .- ,' - / - ? - -i/ /� ' - - -/ - - - - / / - - - - / '�/ ' / / / / /- - _ - - - - AT LOCATIONS THAT INTERFACE WITH EXISTING OR PROPOSED STRUCTURES AND NOTIFY THE U w a / -' / /� ' - / / _ � ' 7• ' / / // / - - - - - ENGINEER OF ANY DISCREPANCIES THAT CONTRADICT THE ENGINEERS INTENT FOR DRAINAGE - / - - / / / / _ - _ _ - PATTERNS, MAXIMUM AND MINIMUM SLOPES, AND PROPOSED ELEVATIONS AS SHOWN ON THE PLAN. j - / � /� - - - - / // / / - - - --,416,, "� / Y ' / // /' 19_ - - - _ - THE ENGINEER WILL NOT BE LIABLE FOR ANY COSTS ASSOCIATED WITH CHANGES TO THE DESIGN a Q /j / // / / - - - - - / - - / - - / / - i �� �// / /n 8 / / 82 WITHOUT PROPER NOTIFICATION. cc o.�/ - � H � / / - - ' - - ' / - - - ' / - / - ' 7 / - / 821 // :222 21^ - - � H I�/ / / / / / / - - / / - �� ' / 1� / / / .82 _ 3. ALL SPOTS ARE TO FLOWLINE UNLESS OTHERWISE NOTED. TOW = TOP OF WALL [FINISHED GRADE v o / / - / / / / /� 1"------ / / / / ---- ---- . / / - 7 / �6 S / / 8222 AT BACK OF WALL], FGW = BOTTOM OF WALL [FINISHED GRADE AT FACE OF WALL], 1D / -/ - / -- � � ' / / / / / / /�/' / - � � / / / / / / - - /�" � � � �'�1�� ,82 / / / / - to / / / / ' i / / / 7 23.00+. QQ 23 l c� �/ - / - - - / / ' / �� // / / / �" 1 3' / / / / 2_13'i / / / / / ' / 4. TEMPORARY CUT FILL SLOPES SHALL NOT EXCEED A STEEPNESS OF [1 :1] (H:V). PERMANENT o 0 / - / '/ / ' / '/ - - / / / / / / / / / / / - - - - , - / / / .822 / SLOPES SHALL NOT EXCEED [2:1] (H:V) [UNLESS NOTED OTHERWISE] IN AREAS TO BE SEEDED OR 0 CT ----I, - - - __------ / // / / / / / / / / / / - - - / / / // / / / / j / - - - moi - / / - / -(0 / / / / / / I / / / 7 7/ / / - - / - _- ice ' // 24.00E SODDED. / - - - - / / / / / / / - / / 7 7 / / / / - / / / / - - - -- ,-- / - / �'� - - / ' / ' / / / / - - / / - / / / / . / - _ - ' 22.00+ / / /".- / / 5. CONTRACTOR SHALL ADJUST ALL EXISTING AND PROPOSED MANHOLE RIMS, VALVE BOXES, ETC. TO - / / / / / / / / - / / / / / PT: 2+43.97" - i / / / / / / /�/ // / � !� ' � / / / / / / / / / �0 � / / �/ 1� / / 20.00+ 2 .00+ / / / / / / MATCH FINAL GRADE. � �� / / / / / / / / .82 - 82A2�2 13 S2 / / / / / / / / / - � / / / / / �� / / _ t ' / / / ' / / / - - S 2 / / ' - / - ' / / - - - 'S / / / / / / _ _ _ - - 7 /7 /7 , / / // 6. MARTIN/MARTIN IS PROVIDING LINE AND GRADE FOR THE RETAINING WALLS SHOWN HEREON. 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