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<br /> GENERAL NOTES: N N N
<br /> 1. IN NO EVENT SHALL A SLOPE STEEPER THAN 2:1 BE LEFT a N N
<br /> I! „ FOR DRY PITS. A PIT WITH A SLOPE OF 3:1 OR STEEPER SHALL _=dLN
<br /> =r—--- --- - --- ---x-— ,v r. r.r•«s'�r�r� NOT EXCEED A DEPTH OF 10 FEET. z
<br /> 2. ALL ACTIVITIES WITHIN THE FLOODWAY MUST KEEP GROUND ._
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<br /> SURFACE AT OR BELOW PRE-DEVELOPMENT LEVELS.
<br /> 3. MAJORITY OF PRECIPITATION RUNOFF SHALL BE COLLECTED g at
<br /> 3:1 SLOPES { % AND RETAINED IN POND CONSTRUCTED IN THE MIDDLE OF THE m/'
<br /> I PROJECT. ALL DISTURBED AREAS WITHIN THE PROJECT SHALL BE ■ o
<br /> GRADED SUCH THAT DRAINAGE WILL BE COLLECTED WITHIN THIS1
<br /> POND OR THE EXCAVATION PIT AREA. UNDISTURBED AREAS WILL i� 2 a
<br /> l 44 1 MAINTAIN HISTORIC DRAINAGE PATTERNS. W
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<br /> r �iR / 4. MINING FOR SAND AND GRAVEL MATERIAL IS ANTICIPATED TO
<br /> 3:1 SLOPES / / � 1 A 1 1 ti �
<br /> 1 I REQUIRE 10 YEARS TO MINE, AND ANOTHER 2 YEARS TO W
<br /> 1 j / DEPLETE MATERIAL STOCKPILES AND COMPLETE SITE RECLAMATION
<br /> 1 t 11.5—ACRE LAKE; � �� 3 1 i ! l l l l l l l l,, / WORK.
<br /> - --- - Ir r WATER SURFACE=t4580 SLOPES
<br /> 5. WATER TABLE ELEVATION TO FLUCTUATE WITH ANNUAL RIVER
<br /> FLOW DUE TO PROXIMITY, BUT WILL TYPICALLY RANGE FROM
<br /> Cq7 j Y ( 4574-FT AND 4578-FT.
<br /> 1 '11 I , _
<br /> SEE DETAIL I / ` /` I ` 6. ACCESS APRON PAVEMENT SECTION TO BE 8-INCHES V se
<br /> j / CONCRETE WITH 6X6-6/6 WWF OVER 6-INCHES COOT CLASS 6 z
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<br /> ABC OVER 12-INCHES SCARIFIED AND RECOMPACTED SUBGRADE. z
<br /> 7. CONTACT MARK BARSLUND AT (970) 201-1362 FOR A c
<br /> PRE-CONSTRUCTION MEETING PRIOR TO ANY WORK ON THE SITE.
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<br /> RECEIVED
<br /> NO NAME GRAIN -
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<br /> �� �o .\ // / t6LORADO l 4`/
<br /> r $ RIVER / f
<br /> �,olorado Division of Reclamation. z
<br /> I ' ACCESS DETAIL Mining and Saftey ¢
<br /> 1 N:31513.01 - I 1
<br /> 1 MATOCH 66. 1
<br /> 1 q86 LEGEND .024.24
<br /> .48_—PROPERTY LINE —FLOODPLAIN INFO---ADJACENT PROPERTY LINE —��. UTILITIES AND AGENCIES 1 1 �j------EXISTING EASEMENT —..—PROPOSED 2' DOMESTIC SERVICE
<br /> -----PROPOSED EASEMENT —PROPOSED 4' FIRE LINE 1 �4crcrcrcrrr�-EXISTING BUILDING CITY OF GRAND JUNCTION SANRARY SEWER MARK BARSLUND 201-1362 SEE NOTES /6 FOREXISTING FIRE HYDRANT PROPOSED FlRE HYDRANT GTE CH DAE GUE T 242-2762 PAVEMENT SECTION.Rm.m�PROPOSED BUILDING CRAND VALLEY IRRM.1TpN COMPANY CHARLIE GUENTHER T42-T762 IN:31481.24
<br /> EXISTING CURB/GUTTER O EXISTING WATER METER CITY OF GRAND JUNCTION PUBLIC WORKS M4RK BARSLUND 201-1362 E:102997,75 PROPOSED CURB/GUTTER O PROPOSED WATER METER KCEL ENERGY-G45&ELECTRIC A41KE EASIER 244-2626 EL:4590.15EOP
<br /> PROPOSED SPILL CURB GUTTER CENTURY LINK CHRIS JOHNSON 244-4333
<br /> / 0 PROPOSED METERTION M LOW VAULT CHARTER JOHN VALDEZ 245-8750> PROPOSED TRANSITION CURB/GUTTER ® PROPOSED IRRIGATION MANHOLE MESA COUNTY STORMWATER JOSH MARTINEZ 683-4206------ —.—PROPOSED FENCE--EXISTING 1-FT CONTOUR
<br /> i -------EXISTING 5-FT CONTOUR EXISTING FENCE 1 vv w
<br /> PROPOSED 1-FT CONTOUR PROPOSED TRAFFIC FLOW fCQ
<br /> PROPOSED 5-FT CONTOUR ----A----GRADE BREAK I MATCH EX.2� 45 OW �: V
<br /> I O EXISTING ASPHALT • ROOF DRAIN (RD) 1 t.4590,81 __ O_ OWN
<br /> O PROPOSED ASPHALT STREET LIGHT POLE 1 ( 32.3' M I' a I �'
<br /> O EXISTING CONCRETE FIRE DEPARTMENT CONNETION
<br /> 0 PROPOSED CONCRETE PARKING LOT LIGHT I 2.0X �}�'�OQ t9,'
<br /> PROPOSED GRAVEL ROAD PROPOSED BUILDING LIGHT 1 tU� 7�=
<br /> -----PROPOSED PERIMETER BERM POWER POLE
<br /> >—EXISTING DITCH FL FLOWLINE a ro� 'Y3
<br /> EXISTING SANITARY SEWER EDP EDGE OF PAVEMENT 1 i N'02967.75 1 9p�t(o s_
<br /> —PROPOSED SANITARY SEWER TOC TOP OF CONCRETE 1 I VE° FBa ''�,+',:� t 6<
<br /> EXISTING SANITARY SEWER MANHOLE TOW TOP OF WALL EL:4590.15EOP 1 �iy�.vJ�yFLE'`;;` E y y 8
<br /> © PROPOSED SANITARY SEWER MANHOLE BOW BOTTOM OF WALL I °
<br /> PROPOSED SANITARY SEWER CLEANOUT TBW TOP BACK OF WALK Ao'
<br /> EXISTING STORM SEWER TC TOP OF CURB I 14' MPE I .■..,.a
<br /> —PROPOSED STORM SEWER BOC BACK OF CURB N:31513.97 1161.0003
<br /> EXISTING STORM SEWER INLET LS LANDSCAPE AREA 1 I E:102931.15 /r 1 ,,.•,",,,,,,,5,,,,,,,,,,,,,,,�,,,,,,,,,,.a„„, oae
<br /> PROPOSED STORM SEWER INLET 0 UTILITY PEDESTALS 1 MATCH EX. 1 • 5-2-2022
<br /> CDj EXISTING STORM SEWER MANHOLE ® 1 I ±4590.69 1 `°"",`^""°"m"""""'""'",�""`""'"°"'"`'��'•""'"","'°'
<br /> PROPOSED STORM SEWER MANHOLE ■rNc
<br /> 1"=100'
<br /> C-3
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