|
- - - i - - - - - - -- - -------- - -
<br /> o Z In w,
<br /> ha I 0 100' 200' 300' a` CJ =�
<br /> ao110
<br /> oY
<br /> � GENERAL NOTES: w
<br /> rX •O1 zserAc-IErzaD - I y 1 r 1. IN NO EVENT SHALL A SLOPE STEEPER THAN 2:1 BE LEFT' FOR DRY PITS. A U o
<br /> �'?I 2943-194-08-227 o x WELLS a I p�p olwsloly of PARKS a our000R Rsc PIT WITH A SLOPE OF 3:1 OR STEEPER SHALL NOT EXCEED A DEPTH OF 10 FEET. to n
<br /> 2W9 C-12 RD F 2943-194-0 272 ,/
<br /> 294}194-08-226 to ! R� 'l \ lj \ l \ l 2. THE TOP SIX INCHES OF TOPSOIL MATERIAL SHALL BE STRIPPED FROM MINING LL
<br /> �m r� o `� / AREA, STOCKPILE AREAS, PROCESSING AREAS, AND SITE HAUL ROAD, THE TOPSOIL
<br /> -- _- T-'T l ���-r � � ���� SHALL HEIGHT
<br /> STOCKPILED R PERIMETER BERMS AND USED FOR OCITE RECLAMATION.
<br /> �N ¢ 6 SCREENING �7N !. l l l l l l BERM HEIGHT SHALL VARY FROM 3-10 FEET DEPENDING ON LOCATION AND
<br /> UH
<br /> 21.55 DrH of rT f 1I 1111 SHALL RECLAMATION
<br /> E SEEDED PROCESS.
<br /> SSING THE RIECLAMATIONES IN SEED PLACE FOR ONE YEAR OR MORE
<br /> PAVOIENO
<br /> Ij 30 TOPSOIL PERIhIETER BERM1I / N N n
<br /> , 3. A 14' LANDSCAPE STRIP, INSTALLED PER THE CITY OF GRAND JUNCTION N N I N N
<br /> G%' ` � REQUIREMENTS, SHALL BE PROVIDED ALONG THE ENTIRE LENGTH OF THE PROJECT a iO a m
<br /> ALONG C 1/2 ROAD. a n N m
<br /> a\ - - - / 1 4. THE ENTIRE PROJECT SITE SHALL BE FENCED. A 6' CHAINUNK FENCE WITH
<br /> EXTRSCREENING FABRIC SHALL BE USED IN ALL AREAS WHICH FRONT C 1/2 ROAD, o
<br /> �F rc r ! ,/.�w MnTERiAisroclTION a�ILe I / / AND ALL RESIDENTIAL USES. A HIGH TENSION WIRE FENCE SHALL BE USED IN ALL Z In
<br /> _.AO $ AREA <. Y OTHER AREAS. w
<br /> U I U
<br /> EXCAVA 5. ALL ACTIVITIES WITHIN THE FLOODWAY MUST KEEP GROUND SURFACE AT OR z
<br /> a w 5E a Clc I M80 ENTERPRISES I / �/l ` ! ; l i` ' BELOW PRE-DEVELOPMENT LEVELS. o = x Z
<br /> s i,mv� ��'' - 2855 C-1/2 RD / N O O z N
<br /> a 14 PROPOSED 40� OO 2gq}144-00'248 ( / / F's 1. 1 1 > 6. MAJORITY OF PRECIPITATION RUNOFF SHALL BE COLLECTED AND RETAINED IN o O m y w
<br /> o ` PORTABLE
<br /> 10 2T.80acree START GRAVEL // / r ` ` l l -. POND STR IN THE PROJECT. ALL DISTURBED AREASOf 1 m UJ , tj o
<br /> / zOp WITHIN CTHE PROJECT SHALL BEDGRADED SUCH THAT DRAINAGE WILL BE COLLECTED
<br /> K I E WORK
<br /> NORTH
<br /> WITHIN THIS p o Y
<br /> t GRAVEL HAUL ROAD- - - ¢WORK NORTH // / / '?4' ` POND OR THE EXCAVATION PIT AREA. UNDISTURBED AREAS WILL Ka U F o
<br /> -- - - -- __ - MAINTAIN HISTORIC DRAINAGE PATTERNS
<br /> -- _ - w NO MATERIAL
<br /> I 1
<br /> srocKPaEs / �,/1 1 ` 1 1 7• HAUL ROADS DEPICTED ON THIS DRAWING MAY BE ADJUSTED OR RELOCATED o w rn
<br /> ! IN FLOODWAV ( 1 l u�
<br /> t 250'CRUSHER I l l i l AS NECESSARY TO PROMOTE SAFE MINING AND ACCESS PRACTICES. HAUL ROADS
<br /> SETBACK <qi -TRIAL ST10N 5 L Rom. .//J\ / SHALL BE COVERED WITH CLEAN GRAVEL AS REQUIRED TO CONTROL DUST. HAUL' N
<br /> 14' PROPOSED MPEy MATERIAL AREA TO PILE I 14 / /' ; fNaEM�G�J } COVERED, ORKCHEMICALLY TREATED WITH BMAGNEAREAS
<br /> UM CHLORIDE, AS REQUIRED TO '^
<br /> w l 1ROADS CONTROL DUST.
<br /> -1 w
<br /> m c 30�- - ;I i / / / � MPo It '00
<br /> 8. ACCESS TO AND FROM THE MINING OPERATIONS SHALL BE FROM C 1/2 ROAD
<br /> ONLY. ALL TRUCK TRAFFIC TO BE SUBJECT TO THE APPROVED HAUL ROUTE. C
<br /> SCREENNIG --�� \�R\\ � � � A��`1�� V-j�_-��, -`� � R �V���T / / / (HDrFDNr�y^_5yF//RN/ } ROAD EASTBOUND TRUCK TRAFFIC SHALL BE LIMITED TO RIGHT-HAND TURNS
<br /> FEII \�1\ I� `es�\L�' \�\S.�V�\ � ` \�"�1•[ ]�\Z!\i-\�VL\v\ �y-Ix e'SCREENING ONLY (SOUTH) AT THE INTERSECTION OF 29 ROAD AND C } ROAD. RIVERSIDEr:
<br /> -
<br /> I _ — — 38•TOPSOIL PERIUErERBagM- - _> _ , x --.FEN Y _- -,' //// / / PARKWAY SHALL BE ACCESSED BY TRUCK TRAFFIC BY TRAVELINGWEST ALONG C} -
<br /> Ig - -----_ _ S ARE
<br /> --- --- --- -- - - - - - - - -- -- - ----- —_ _ ____. PERMITTED AT THE INTERSECTION OF 28 ROAD AND RIVERSIDE PARKWAY.
<br /> - _.- --____ ---- ------ _ _
<br /> _ _ __ ____ `\\ / � ` ROAD AND THENCE NORTH ALONG 28 ROAD. BOTH LEFT AND RIGHT TURN _ -
<br /> — '—'—' '—'—'-`' ,, \ � / /// I V ) jl' 9. MINING FOR SAND AND GRAVEL SHALL NOT EXTEND PAST THE BUFFER LIMITS Z -
<br /> e /
<br /> w
<br /> ESTABLISH
<br /> --_ ----�--- - ---- - - ---- --- - - - - __--- ---- -- /_ - l DWELLING O G k
<br /> _ ON THE PROJECT DRAWINGS, UNLESS OTHERWISE NOTED. IN NO o
<br /> U > 11
<br /> } T —� —T t' / �a rr
<br /> < is Yt^ 3 i o�m 10. MINING FOR SAND AND GRAVEL MATERIAL IS ANTICIPATED TO REQUIRE 10 ■ O S,`g
<br /> O YEARS TO MINE,AND ANOTHER 2 YEARS TO DEPLETE MATERIAL STOCKPILES AND
<br /> z I o \ CO LORADO a COMPLETE SITE RECLAMATION WORK.
<br /> W % SI ° i p p
<br /> R�VE R 1 / 11. CONTACT MARK BARSLUND AT (970) 201-1362 AND JOSH MARTINEZ AT (970) ■ - -_
<br /> o - I - 206 FOR A PRE-CONSTRUCTION MEETING PRIOR TO ANY WORK ON THE c
<br /> IN
<br /> N - I \ SITE.4 U >
<br /> S>N ! BRADSHAW BRADSHAW 9RADSHAW n DIVISION OF PARK 3OUTDOORREC. /' - - "' - -_
<br /> G12 RD 2847 C-12 RD 2845 G12 RD I 294}193 D M1 - l —1 ---- Z,
<br /> o S 2s4a1s341a21s I ;• 12. A TEMPORARY CONSTRUCTION EASEMENT WILL BE DEDICATED FROM THE _2B4}193-W 285 294}193 265
<br /> � /ttom' l COLORADO RIVER'S EDGE 100-FT NORTH INTO THE PROPERTY FOR THE DESIGN
<br /> - - - -- -----'- I Y l v l l (, l ( l ` 4; zd AND CONSTRUCTION OF THE FUTURE RIVERFRONT TRAIL ONCE THE RIVERFRONT =
<br /> w TRAIL HAS BEEN DESIGNED AND CONSTRUCTED, A PERMANENT 20-FT WIDE c `
<br /> EASEMENT CENTERED ON THE TRAIL WILL BE DEDICATED AND THE REMAINDER OFc
<br /> ;;/ THE 100-FT CONSTRUCTION EASEMENT WILL BE VACATED. Q -
<br /> 13. NORTH-SOUTH ACCESS TRAIL TO PRIMARY RIVERFRONT TRAIL TO BE 10-FT -
<br /> 1 WIDE CONCRETE TRAIL IN A 15-FT WIDE EASEMENT. CONNECTING LOCATION TO
<br /> PRIMARY RIVERFRONT TRAIL WITHIN THE 100-FT CONSTRUCTION EASEMENT TO BE
<br /> 1 _ ? DETERMINED BY CLIENT AND CITY ONCE TRAIL DESIGN IS COMPLETE (NOTE 12).
<br /> CONSTRUCTION OF THIS TRAIL MAY COMMENCE ONCE SAND AND GRAVELS HAVE
<br /> BEEN REMOVED OR DURING THE RECLAMATION PHASE.
<br /> l I I I I I i 14. BASIS OF BEARINGS IS THE NORTH LINE OF THE NWj SEj OF SECTION 19 E-I
<br /> WHICH BEARS SOUTH 89'38'16' EAST, A DISTANCE OF 1319.93 FEET, ESTABLISHED a
<br /> LEGEND BY OBSERVATION OF THE MCGPS CONTROL NETWORK, WHICH IS BASED ON THE
<br /> LAND USE SUMMARY NAD 83 DATUM FOR HORIZONTAL AND THE NAVD 88 DATUM FOR VERTICAL
<br /> _—PROPERTY LINE —FLOODPLJVN INFO INFORMATION. BOTH MONUMENTS ON THIS.LINE ARE ALIQUOT SURVEY MARKERS, AS a LL p y
<br /> USE ACRES PERCENT UTILITIES AND AGENCIES SHOWN ON THE PLAT PROVIDED BY HIGH DESERT SURVEYING, L-C. gT
<br /> ----ADJACENT PROPERTY LINE —^-•* EXCAVATION 18.12 65.2% O
<br /> ------EXISTING EASEMENT —:.—PROPOSED 2' DOMESTIC SERVICE CITY OF GRAND JUNCTION SANITARY SEWER MARK B4RSLUND tot-/362 ��y
<br /> --PROPOSED EASEMENT —PROPOSED 4" FIRE LINE LANDSCAPE 0.21 0.8% urE warER JIM MUCHEATY 242-74et rw�. R
<br /> —EXISTING,-EXISTING BUILDING EXISTING FIRE HYDRANT GRAND VALLEY IRRIGATION COMPANY CHARLIE GUENTHER 24z-27e2 V � Cq I! m
<br /> �mccmcPROPOSED BUILDING PROPOSED FIRE HYDRANT UNDEVELOPED 9.47 34.0% CITY OF GRAND JUNCTION PUBLIC WORKS MARK BARSLUND 201-1362 RECEIVED
<br /> EXISTING CURB/GUTTER 0 EXISTING WATER METER ROW DEDICATION 0 0% KCEL ENERGY-GAS ELECTRIC MIKE FASTER 244-2626 ^ `y e�• i g
<br /> PROPOSED CURB/GUTTER o PROPOSED WATER METER CENTURY LINK CHRIS JOHNSON 244-43M IQyi i fJ
<br /> TOTAL 27.8 100% CHARTER JOHN VALDEZ 245-8750 C3
<br /> - PROPOSED SPILL CURB/GUTTER ® PROPOSED METER/BACKFLOW VAULT MESA COUNTY STORMWATER JOSH MARTINEZ 6�-4206 OCT 2 3 2025 m n' 0 w
<br /> PROPOSED TRANSITION CURB GUTTER PROPOSED IRRIGATION MANHOLE PARKING SUMMARY
<br /> -- --- --EXISTING 1-FT CONTOUR —PROPOSED FENCE &�y
<br /> ------EXISTING 5-FT CONTOUR —EXISTING FENCE 3 Employees O 1/employee = 3 ,,D ,r� `�
<br /> N
<br /> PROPOSED 1-FT CONTOUR .♦ PROPOSED TRAFFIC FLOW Total Parking Required = 3 Spaces ;,olorado Division of Reclamation, �_"�' c ti
<br /> PROPOSED 5-FT CONTOUR --ra--GRADE BREAK
<br /> C� 1-1
<br /> EXISTING ASPHALT • ROOF DRAIN (RD) Total Parking Provided = 3 Spaces Mining and Saftey _ I En
<br /> PROPOSED ASPHALT STREET LIGHT POLE
<br /> O EXISTING CONCRETE FIRE DEPARTMENT CONNETION L� U
<br /> o PROPOSED CONCRETE ,� PARKING LOT LIGHT CLERK AND RECORDER'S CERTIFICATE sss/ "
<br /> " 0 PROPOSED GRAVEL ROAD PROPOSED BUILDING LIGHT •IL,,,,;;.,,1.,
<br /> ----PROPOSED PERIMETER BERM POWER POLE 24'WIDE STATE OF COLORADO\
<br /> —>—EXISTING DITCH FL FLOWLINE COUNTY OF MESA /ss
<br /> I EXISTING SANITARY SEWER EDGE OF PAVEMENT 6'-0' 12'-0' 12'-0' s'-o'
<br /> EDP I hereby certify that this instrument was Tiled in my office at g
<br /> —PROPOSED SANITARY SEWER TOC TOP OF CONCRETE o'clock .M., A.D., 2023. and was dulyrecorded
<br /> ' © EXISTING SANITARY SEWER MANHOLE TOW TOP OF WALL AVEL - in Plat Book No. Page No. ME
<br /> Q PROPOSED SANITARY SEWER MANHOLE BOW BOTTOM OF WALL DESIGN POINT
<br /> • PROPOSED SANITARY SEWER CLEANOUT 7gry TOP BACK OF WALK SLOPE AT 2% SLOPE AT 2X
<br /> EXISTING STORM SEWER TC TOP OF CURB ?'7 3:1 `'•'T 'G', Jo•■"e°°
<br /> —PROPOSED STORM SEWER BOC BACK OF CURB 1161.0003
<br /> 1UJ EXISTING STORM SEWER INLET LS LANDSCAPE AREA Reception No. Clerk and Recorder o„•H,o,,,= _„ ■ae
<br /> PROPOSED STORM SEWER INLET 0 UTILITY PEDESTALS 5-2-2022
<br /> EXISTING STORM SEWER MANHOLE ® GRAVEL ROAD SECTION Drawer No. BY. Deputy > 1"=100
<br /> PROPOSED STORM SEWER MANHOLE
<br /> o, ■■Er 1c C-2
<br />
|