2025-10-23_PERMIT FILE - M2025049

• Permit No: M2025049
• IBM Index Class Name: Permit File
• Doc Date: 10/23/2025
• Doc Name: Application
• From: M & D Enterprises, LLC
• To: DRMS
• Email Name: ACY
• Email Name: THM
• Media Type: D
• Archive: No

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/ GENERAL NOTES: g
I\ 1. SITE SHALL BE GRADED TO DRAIN IN APPROXIMATELY THE SAME MANNER AND
DIRECTION AS PRE-GRAVEL PR USE.
j 2. ALL DISTURBED AREAS WITHIN THE PROJECT SITE SHALL BE PLANTED WITH a IV I
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SPECIFIED SEED MIX. a a
O N N N
00 3. ALL SIDE SLOPES WITHIN THE POND SHALL BE 3:1 AND SHALL BE SEEDED k
ILL ACCORDING TO MESA COUNTY GUIDELINES.
N N I
I
-- -- - I i 4. ALL ACTIVITIES WITHIN FLOODWAY MUST KEEP GROUND SURFACE AT OR BELOW
_ �- -- .._
� a j � �__.3-_ `�"�"'-_-�'��._.._. � /-�-- PRE-DEVELOPMENT LEVELS. F
i
a 3 j j\�►J / // / 5. RECLAMATION OF THE SAND AND GRAVEL MINING SITE TO BE COMPLETED
±11 ACRES REVEGETATION�j - a + i i 9 i 1' 'a / i WITHIN TWELVE (12) YEARS FROM THE START DATE FOR SAND AND GRAVEL a rn
G� tI
/-// MINING OPERATIONS.
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O N p a
J � / 6. A TEMPORARY CONSTRUCTION EASEMENT WILL BE DEDICATED FROM THE
COLORADO RIVER'S EDGE 100-FT NORTH INTO THE PROPERTY FOR THE DESIGN Z rc
Too, AND CONSTRUCTION OF THE FUTURE RNERFRONT TRAIL ONCE THE RIVERFRONT N ,y
TRAIL HAS BEEN DESIGNED AND CONSTRUCTED, A PERMANENT 20-FT WIDE o: Y
EASEMENT CENTERED ON THE TRAIL WILL BE DEDICATED AND THE REMAINDER ISYY a:
OF THE 100-FT CONSTRUCTION EASEMENT WILL BE VACATED. o
7. NORTH-SOUTH ACCESS TRAIL TO PRIMARY RIVERFRONT TRAIL TO BE 10-FT o
14'PROPOSED i �\ J '" d .�/ / / / l WIDE CONCRETE TRAIL IN A 15-FT WIDE EASEMENT. CONNECTING LOCATION z ti
TO PRIMARY RIVERFRONT TRAIL WITHIN THE 100-FT CONSTRUCTION EASEMENT a
/ TO BE DETERMINED BY CLIENT AND CITY ONCE TRAIL DESIGN IS COMPLETE. S -'
/• � / �; CONSTRUCTION OF THIS TRAIL MAY COMMENCE ONCE SAND AND GRAVELS HAVE
\ - �/ / / / + BEEN REMOVED OR DURING THE RECLAMATION PHASE.
�t11.5-ACRE POND I �. / / /�c /
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14'PROPOSED I 4 j j j 1 j// �° i l -
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' // UTILITIES AND AGENCIES
ih �� 1 1 1 l l l l l y' _ MARK_ o v
j j i 4 j "i / `/1 l CrY OF D JUNCTION SANITARY SEWER
---- - -- - - - - ---- - - j 4 j -
j �- / / UTE WATER JDAUGHERTY 242 7491
/ 1 GRAND VALLEY IRRIGATION COMPANY CHARLIE GUENTHER 242 2762 (�
gTF',p CRY OF GRAND JUNCTION PUBLIC MARK BARSLUND 201-1362 = -
> > '-->—i— > > _ > > >— > >_ >-.->_> ,—>—>—>>> > / j .� j j // / Ch- l XCEL ENERGY-JGAS dd ELECTRIC MIKE EASTER 244-2626 / � 1
_ v
I d / >
- t { > CENTURY LINKCHRIS JOHNSON 244 433J
/./ / N MARTINEZ 245 B75a
CHARTER JOH >
MESA COUNTY SmRMWATER JOSH _
z
toIC�IAbO�
l RECOMMENDED NATIVE SEED MIX (DRILLED) c
r o No �LL \ \ f l �( l lR� SPECIES RATES PLS ACRE ¢ _
a / ;
WESTERN WHEATGRASS 8.0 -
INTERMEDIATE WHEATGRASS 10.0
SMOOTH BROME 6.5
PERENNIAL RYE 4.0
TOTAL 28.5
POND SIDE RIVER SIDE PLS = PURE LIVE SEED
F
15'EASEMENT 20'EASEMENT RATE GIVEN SHALL BE DOUBLED IF BROADCAST
LEGEND a
----PROPERTY LINE —FLOODPLAIN INFO ,� y
---ADJACENT PROPERTY LINE 2'CLASS 5'-0' 5-0' 1 1 CLASS N 2'CLASS 5'-0" 5'-0'
-- ---EXISTING EASEMENT -PROPOSED 2" DOMESTIC SERVICE SHOULDERS SHOULDERS SHOULDERS SHOULDERS
i -----PROPOSED EASEMENT _ 5'CONCRETE
—PROPOSED 4" FIRE LINE 5"CONCRETE
zrci-�c_11_IXISTING BUILDING 2R DESIGN PANT 2% 2X DESIGN POINT
EXISTING FIRE HYDRANT 2S
m PROPOSED BUILDING PROPOSED FIRE HYDRANTco
EXISTING CURB/GUTTER O EXISTING WATER METER y
PROPOSED CURB/GUTTER o PROPOSED WATER METER 6'CLASS 6'CLASS Q
> PROPOSED SPILL CURB/GUTTER C PROPOSED METER/BACKFLOW VAULT ABC
>r> PROPOSED TRANSITION CURB/GUTTER ® PROPOSED IRRIGATION MANHOLE 'A ABC
---EXISTING 1-FT CONTOUR —•—PROPOSED FENCE V•A
------PRISTINE 5-FT CONTOUR —•—EXISTING FENCE SOUTH PRIMARY RIVERFRONT - "�"h
- PROPOSED 1-FT CONTOUR � PROPOSED TRAFFIC FLOW w T'3 � I
PROPOSED 5-FT CONTOUR ----'A---GRADE BREAK NORTH— c`O •�'a`':
0 EXISTING ASPHALT • ROOF DRAIN (R ..a
RIVERFRONT ACCESS TRAIL TRAIL -�`�
PROPOSED ASPHALT STREET LIGHT POLE
O EXISTING CONCRETE FIRE DEPARTMENT CONNETION 7 b
PROPOSED CONCRETE PARKING LOT LIGHT = qg U
PROPOSED GRAVEL ROAD PROPOSED BUILDING LIGHT
kz
-----PROPOSED PERIMETER BERM POWER POLE CLERK AND RECORDER'S CERTIFICATE
—.—EXISTING DITCH FL FLOWUNE
EXISTING SANITARY SEWER EDP EDGE OF PAVEMENT STATE OF COLORADO\
'• _PROPOSED SANITARY SEWER TOC TOP OF CONCRETE COUNTY OF MESA
j Q EXISTING SANITARY SEWER MANHOLE TOW TOP OF WALL I hereby certify that this instrument was filed in my office at in g o!
QS PROPOSED SANITARY SEWER MANHOLE BOW BOTTOM OF WALL o'clock .M., A.D., 2023, and was duly recorded I• PROPOSED SANITARY SEWER CLEANOUT TBW TOP BACK OF WALK in Plat Book No. Page No. . n•
EXISTING STORM SEWER TC TOP OF CURB • ,6 MUMIM
'- -PROPOSED STORM SEWER BOC BACK OF CURB 1161.0003
PRISTINE STORM SEWER INLET LS LANDSCAPE AREA m. -.E-Ixffp w'c ah
PROPOSED STORM SEWER INLET 0 m UTILITY PEDESTALS
Rece tlon No. Clerk and Recorder 5-2-2022
EXISTING STORM SEWER MANHOLE ® P•
PROPOSED STORM SEWER MANHOLE smr
BY: 1"=1Do'
Drawer No. Deputy �� °,E SHOT r..-4