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<br /> OCATION y/1 GENERAL NOTES: ' W
<br /> EV. 4592.85
<br /> e„ 1. IN NO EVENT SHALL A SLOPE STEEPER THAN 2:1 BE LEFT FOR DRY PITS. A v o
<br /> rO1 2867 G1rz RD 11 z i, PIT WITH A SLOPE OF 3:1 OR STEEPER SHALL NOT EXCEED A DEPTH OF 10 FEET. N
<br /> `2 1 f �-194-00427 1 y WELLS < 0. ONISION OF PARKS A OUTDOOR REC V
<br /> 2869 Gtrz RD 3 F 2943-194-08-212 EO
<br /> Adel s R 2943-194m-zzs Io - R� MNITROING WELL LI ;t �� i. 2, THE TOP SIX INCHES OF TOPSOIL MATERIAL SHALL BE STRIPPED FROM MINING
<br /> 0 cS OCAnON /4 AREA, STOCKPILE AREAS, PROCESSING AREAS, AND SITE HAUL ROAD, THE TOPSOIL
<br /> 66'SCREENING LS'" LEV. 4587.71 l l SHALL BE STOCKPILED IN PERIMETER BERMS AND USED FOR SITE RECLAMATION.
<br /> l l l
<br /> zm I BERM HEIGHT SHALL VARY FROM 3 10 FEET DIN PLAN FOR ONE YEAR OR MORE
<br /> � �
<br /> ztss' (WIDTH of; SHARECLAMATION
<br /> BEOSEEDED USSNG THE RIL STOCKPILES ECLAMATION SEED PLACE-� ON LOCATION AND F
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<br /> II a �
<br /> PAVEM EHt) / 7`
<br /> N a N � n
<br /> !�30:TOPSOIL PERIMETER.BERM / / N N N
<br /> / 3. A 14' LANDSCAPE STRIP INSTALLED PER THE CITY OF GRAND JUNCTION I N
<br /> •1 I I
<br /> G� p! / \.= -. --7- / / 1 _ REQUIREMENTS, SHALL BE PROVIDED ALONG THE ENTIRE LENGTH OF THE PROJECT 3 r N N n in
<br /> ¢OI :-::7 • , \\\ \.�ti�\> ]\�L�\ \\\_]\\i.\\ \� \ \ \ \ \.,;I ' /, / i l l i ALONG C 1/2 ROAD. ,�
<br /> a / l , i i /\ 1 y,i
<br /> ;4'r.`'t'�✓L yr, ;�' ' -r f" J# 'r 1 5 tt +3''s t� I / I` 4. THE ENTIRE PROJECT SITE SHALL BE FENCED. A 6' CHAINUNK FENCE WITH yytt 9
<br /> o q N:� �`,r a,}i;4.>;ys121 ti;+�:!1%t i ,i y'Z Y{ 'i''1.x•�r J 1,n' i1't // SCREENING FABRIC SHALL BE USED IN ALL AREAS WHICH FRONT C 1/2 ROAD, o �¢
<br /> r ( r}f r✓-_ .� il •f 1. ( (�71■f7. d i }4 t 1 7 v t l z
<br /> +r l ` AND ALL RESIDENTIAL USES. A HIGH TENSION WIRE FENCE SHALL BE USED IN ALL U v1
<br /> e w y �}j ,� !°. +� ' 4 -•11%4 R,At St
<br /> `jr/
<br /> o N OTHER AREAS.
<br /> 5. ALL ACTIVITIES WITHIN THE FLOODWAY MUST KEEP GROUND SURFACE AT OR z z Gi z
<br /> BELOW PRE-DEVELOPMENT LEVELS. o M&D EN7 o
<br /> C f4 _ x i�
<br /> 2855 C ItZAD z o p z
<br /> w u'PROPOSED V - t`J '2943-194-06248 6. MAJORITY OF PRECIPITATION RUNOFF SHALL BE COLLECTED AND RETAINED IN r�' m to w S
<br /> o Ex.4o' sA •J Al '' 4 15 YI+,X,4, 1 q > ?'r': ,' 27 aD aces sTARrGRAVEL / / /14�a''. l I` POND CONSTRUCTED IN THE MIDDLE OF THE PROJECT. ALL DISTURBED AREAS & m Y rc o 0
<br /> EXTRACT ON +/ / / [k WITHIN THE PROJECT SHALL BE GRADED SUCH THAT DRAINAGE WILL BE COLLECTED d g w S x
<br /> m
<br /> BWRRK NORTH ( / / / `'K WITHIN THIS POND OR THE EXCAVATION PIT AREA UNDISTURBED AREAS WILL . 3
<br /> MAINTAIN HISTORIC DRAINAGE PATTERNS. 0. 0 3
<br /> -- - - SL'TBACIf• 'fir'- ' _ r.''T ,T- r STOCCKPILEs / / ✓` - // t I 7. HAUL ROADS DEPICTED ON THIS DRAWING MAY BE ADJUSTED OR RELOCATED
<br /> d J v/ t t t7�+4 v 1 p t t f J 1, AS NECESSARY TO PROMOTE SAFE MINING AND ACCESS PRACTICES. HAUL ROADS
<br /> o :p ' tr:'{'r,`^t r,ti,x I 9'/T.✓,ty 'S I Sr;r tin INFLOODWAV 7 /� 20�I��_, I i o
<br /> 250 CRUSHER, �A� .., e 141; tl i,i',;•',,,4., 3 J {S T t l�.+ f / / �TRy"Re R / l i l
<br /> SETBACK' SHALL BE COVERED WITH CLEAN GRAVEL AS REQUIRED TO CONTROL DUST. HAUL n
<br /> i h�� fnATEPoAI IL 1 .r k t yt - r1"/ 1 ✓1 yp'�. A } /� / / (HDEISf Rr�,O z
<br /> ROADS, STOCKPILES, AND OTHER DISTURBED AREAS SHALL BE KEPT DAMP, '"y W o
<br /> 14'PROPOSED MPE1 :ry - t AAf�q i� ti } I rI}1 .1 S i �° r7 r t 1.,° 1? M \ v1 v1 0 o f
<br /> / � l l l l j• COVERED, OR CHEMICALLY TREATED WITH MAGNESIUM CHLORIDE, AS REQUIRED, TO
<br /> zl - 1 :� \m. _ _ _ __ ^ f At i1°✓(t j#P 1 I , / / CONTROL DUST. g N n r _ m
<br /> B. ACCESS TO AND FROM THE MINING OPERATIONS SHALL BE FROM C 1/2 ROAD
<br /> C11-
<br /> mom i - +`. �• f, .r,t _ ,•_,5,,,z, .,... r ,, i ONLY. ALL TRUCK TRAFFIC TO BE SUBJECT TO THE APPROVED HAUL ROUTE. C
<br /> 6'qS0171ING : *` \\ I \ ��\��``�\�o ROAD EASTBOUND TRUCK TRAFFIC SHALL BE LIMITED TO RIGHT-HAND TURNS
<br /> \\ \\\\\\\\\ \ i \\\\\\\\\\\\\ \\ r l r1 [• l
<br /> .�\ \vYl 5'SCREENING r / ONLY (SOUTH) AT THE INTERSECTION OF 29 ROAD AND C ROAD. RIVERSIDE
<br /> -- ,
<br /> l ) y -
<br /> . FENCE ,
<br /> MONITORING - .. tT .-- = ..,.:-:,^:.: ...:< T(3hsoiGr.EziiliFRBERi1Y:•:%t<t:•.:!:,?'.:I'L :[:>. - Y t/1 PARKWAY SHALL BE ACCESSED BY TRUCK TRAFFIC BY TRAVELING WEST ALONG C } (, -
<br /> LOC ' - ROAD AND THENCE NORTH ALONG 28 ROAD. BOTH LEFT AND RIGHT TURNS ARE -
<br /> ELEV. ---------- --YI'r r- - --- -- -- --------- �� /�,y10 __ _ _ -.-_ PERMUTED AT THE INTERSECTION OF 28 ROAD AND RIVERSIDE PARKWAY.
<br /> >-> >-> - -T+_ e >- -dip >->- o >-> - \\ r - 9. MINING FOR SAND AND GRAVEL SHALL NOT EXTEND PAST THE BUFFER LIMITS c
<br /> / � z l / z
<br /> - > - > -
<br /> -_ - - - - SHED ON THE PROJECT DRAWINGS, 0 NOTED.
<br /> -------------- ---- --- --- ---- -------- ----.. .. .. l__ _ _ __-._-- _ -- _ -- --r_----- _ ____-- r� CASES SHALL THE ROCK CRUSHER BE I LOCATED WITHINTM250 I FEET OF A RESIDENTIAL =
<br /> - - __ _ __ _ __ __ __ _ _ _ DWELLING. '
<br /> -------- -_7._._.. _._....---------- ------ ------ --. -...- -- - - - --
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<br /> o T NITORING WELL LID ! y y / 3 a 4 10. MINING FOR SAND AND GRAVEL MATERIAL IS ANTICIPATED TO REQUIRE 10 ■ e4 t
<br /> LOCATION #3 % / o m m YEARS TO MINE, AND ANOTHER 2 YEARS TO DEPLETE MATERIAL STOCKPILES AND _
<br /> a .\ E V. 4589.80 C O LORADQ. ` l /• COMPLETE SITE RECLAMATION WORK. U .•.� c c
<br /> O o
<br /> ILL .\ ��l RIVER l l i`• 11. CONTACT MARK BARSLUND AT (970) 201-1362 AND JOSH MARTINEZ AT (970) • _ -
<br /> a 683-4206 FOR A PRE-CONSTRUCTION MEETING PRIOR TO ANY WORK ON THE
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<br /> g ry BRADSHAW I N BRADSHAW 8RA0.5HAW DIVISION OF PARKS♦OUTDOOR REG l l l \ \ lV
<br /> / $�2B17 G1rz RD 2943-1ze4s G1rz RD 2B4s G1rz RD 12. A TEMPORARY CONSTRUCTION EASEMENT WILL BE DEDICATED FROM THE2943-193-09-215 2943-193- 255
<br /> ( COLORADO RIVER'S EDGE 100-FT NORTH INTO THE PROPERTY FOR THE DESIGN
<br /> , c$ AND CONSTRUCTION OF THE FUTURE RIVERFRONT TRAIL. ONCE THE RIVERFRONT -
<br /> i; i TRAIL HAS BEEN DESIGNED AND CONSTRUCTED, A PERMANENT 20-FT WIDE U
<br /> EASEMENT CENTERED ON THE TRAIL WILL BE DEDICATED AND THE REMAINDER OF C
<br /> i'l i ` ` t 1, ` ` i t ` �•- N THE 100-FT CONSTRUCTION EASEMENT WILL BE VACATED. _ -
<br /> ? 13. NORTH-SOUTH ACCESS TRAIL TO PRIMARY RNERFRONT TRAIL TO BE 10-FT
<br /> o ,
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<br /> ',, I 1 ilr l l l l l t l �•/ _. WIDE CONCRETE TRAIL IN A 15-FT WIDE EASEMENT. CONNECTING LOCATION TO
<br /> .
<br /> - -- -..- ----.- DETERMINEDR RF OLIENT AND NT TRAIL WITHINTY THE 1TRAIL DESIGN OSTR COMPLETE IONASE(ENT TO NOTE )E
<br /> CONSTRUCTION OF THIS TRAIL MAY COMMENCE ONCE SAND AND GRAVELS HAVE
<br /> BEEN REMOVED OR DURING THE RECLAMATION PHASE.
<br /> c 14. BASIS OF BEARINGS IS THE NORTH LINE OF THE NWj SE} OF SECTION 19 E-I
<br /> No WHICH BEARS SOUTH 89'38'16- EAST, A DISTANCE OF 1319.93 FEET, ESTABLISHED Qr Z
<br /> BY OBSERVATION OF THE MCGPS CONTROL NETWORK, WHICH IS BASED ON THE
<br /> LEGEND LAND USE SUMMARY NAD 83 DATUM FOR HORIZONTAL AND THE NAVD 88 DATUM FOR VERTICAL
<br /> INFORMATION. BOTH MONUMENTS ON THIS LINE ARE ALIQUOT SURVEY MARKERS, AS a 0.1 p 9yt
<br /> _-PROPERTY LINE -FLOODPLAIN INFO USE ACRES PERCENT UTILITIES AND AGENCIES SHOWN ON THE PLAT PROVIDED BY HIGH DESERT SURVEYING, LLC.
<br /> m ADJACENT PROPERTY LINE EXCAVATION 18.12 65.2% d O
<br /> EXISTING EASEMENT -PROPOSED 2' DOMESTIC SERVICE CITY OF GRAND JUNCTION SANITARY SEWER MARK BARSLUND 201-1362 Q4A
<br /> -----PROPOSED EASEMENT .,-PROPOSED 4" FIRE LINE LANDSCAPE 0.21 0.8% UTE WATER JIMDAUGHERTY 242-7491 RECEIVED EXISTING BUILDING 6 EXISTING FIRE HYDRANT GRAND VALLEY IRRIGATION COMPANY CHARUE GUENTHER 242-2762 � m
<br /> -PROPOSED BUILDING PROPOSED FIRE HYDRANT UNDEVELOPED 9.47 34.0% CRY OF GRAND JUNCTION PU&JC WORKS MARK BARSLUND 201-1362
<br /> XCEL ENERGY-COS h ELECTRIC MIKE FASTER 244-2626 YY �$
<br /> 0 - EXISTING CURB/GI/TTER 0 EXISTING WATER METER ROW DEDICATION 0 0% CENTURY LINK CHRIS JOHNSON 244-43M r 2 V l €
<br /> PROPOSED CURB/GLITTER 0 PROPOSED WATER METER TOTAL 27.8 100% CHARTER JOHN ViLLDEZ 24.5-87W OCTO�J
<br /> t PROPOSED SPILL CURB/GUTTER PROPOSED METER/BACKFLOW VAULT MESA COUNTY SrORMWATER JOSH MARTINEZ 683-4206 C 2 3 L o
<br /> PROPOSED TRANSITION CURB/GUTTER ® PROPOSED IRRIGATION MANHOLE PARKING SUMMARY ,., Ix W to dd
<br /> o ---------EXISTING 1-FT CONTOUR -•-PROPOSED FENCE 3 Employees O 1/employee 3 .T�r. O
<br /> ------EXISTING 5-FT CONTOUR -EXISTING FENCE1 1 '`4 N. w n2
<br /> c PROPOSED 1-FT CONTOUR -- - PROPOSED TRAFFIC FLOW Total Parking Required = 3 Spaces �olorado Division of Reclamation, `= ti
<br /> Mining and Safte =`
<br /> PROPOSED 5-Fi CONTOUR GRADE BREAK ) Total Parking Provided = 3 Spaces y �b. - I
<br /> O EXISTING ASPHALT • ROOF DRAIN RD x Uco
<br /> U O PROPOSED ASPHALT � STREET LIGHT POLE
<br /> a+ O EXISTING CONCRETE FIRE DEPARTMENT CONNETION
<br /> PROPOSED CONCRETE o¢ PARKING LOT LIGHT CLERK AND RECORDER'S CERTIFICATE
<br /> f; PROPOSED GRAVEL ROAD PROPOSED BUILDING LIGHTaay"'�
<br /> -----PROPOSED PERIMETER BERM POWER POLE 24'`AIDE STATE OF COLORADO"Iss
<br /> -EXISTING DITCH FL FLOWLINE COUNTY OF MESA
<br /> EDGE OF PAVEMENT 6'-0' t2'-0' 12'-O' 6'-0' 1 hereby certify that this instrument was filed in m office at
<br /> 1� EXISTING SANITARY SEWER EDP Y Y Y
<br /> - -PROPOSED SANITARY SEWER TOC TOP OF CONCRETE o'clock .M., A.D., 2023, and was duly recorded
<br /> SQ EXISTING SANITARY SEWER MANHOLE TOW TOP OF WALL RAVEL in Plat Book No. Page No.mo
<br /> A ® PROPOSED SANITARY SEWER MANHOLE BOW BOTTOM OF WALL DESIGN POINT $ 5'
<br /> 0PROPOSED SANITARY SEWER CLEANOIfT TBW TOP BACK OF WALK ? S OPE AT 24 SLOPE AT 2% A o�^-b• *« > >^^^•«a� ^�^>^•^�°^^�+ ^n+ ��
<br /> EXISTING STORM SEWER TC TOP OF CURB r 3y'y J:I 2
<br /> -PROPOSED STORM SEWER BOC BACK OF CURB 1161.0003
<br /> EXISTING STORM SEWER INLET LS LANDSCAPE AREA Reception No. Clerk and Recorder �oes,o,,,Fr,>°w., e,,, •
<br /> 6-17-2024
<br /> PROPOSED STORM SEWER INLET 0 UTILITY PEDESTALS
<br /> o EXISTING STORM SEWER MANHOLE ® GRAVEL ROAD SECTION Drawer No. BY., Deputy 1 1"=100'
<br /> a PROPOSED STORM SEWER MANHOLE
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