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LO WEST - 5299.80' (Record) LEGAL DESCRIPTION L
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A parcel of land located in the Se4 of Section 9, Township 2 North, Range 66 West of the Sixth O ��
Principal Meridian, Weld County, Colorado and being more particularly described as follows: D
Beginning at a point which lies South 61°03'35" West a distance of 726.50 feet from the East Quarter
corner of said Section 9.
I Thence South 89°58'59" West for a distance of 512.96 feet; c ,
Thence North 45°00'00" West for a distance of 113.49 feet; p
I Thence South 4500'00" West for a distance of 175.00 feet;
Thence South 4500'00" East for a distance of 122.97 feet;I Thence South 0000'00" East for a distance of 224.40 feet;
Thence North 9000'00" East for a distance of 630.00 feet; lki
I Thence North 00°00'00" East for a distance of 355.00 feet;
SECTION 9
Thence North 61°03'35" East for a distance of 726.50 feet to the point of beginning.
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The above described parcel contains an area of 236,649.43 square feet or 5.43 acres and
is subject to any rights—of—way and/or easements which have been legally acquired.
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N�4 o The basis of bearing for said parcel is True North derived from GPS observation.
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NWY4 I I STATEMENT OF SURVEYOR
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o Timothy Adolphe Kaumo states he is by occupation a
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a Facilty Boundary as described and shown on this map.
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That the survey of said works was made under his direction
and authority commencing on the ? day of ?, 2017 and
I that said survey is accurately represented upon this map.
N61°03'35"E
726.50'
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NOTE:
Lease boundary — no permanent monuments on described
on subject parcel.
S89°58'59"W — 512.96'
N45°00'00"W - 113.49'
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. . oALUMINUM PIPE MONUMENT STAMPED LS 4274
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GRAPHIC SCALE
2 0 150' 300' 600' SCALE: 1 "= 1 000'
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Horizontal Scale: 1"= 30' Vertical Scale: 1"=6'
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(PLAN BY OTHERS)
WATER DEPTH 4.33 FT
JOB: 18081
DATE: 10/03/2018
SCALE: 1"" = 20'
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WQCV EL. = 4924.87 ,ftALL EDGES WITH A GASKET OR 017 0.17 a
SILICONE CAULK BEAD
ar
MICROPOOL WATER SECTION C-C o
4923.53 SURFACE ELEV E
= 4923.53 2 CONST, 33 L.F. OF 15" RCP 0 0.5% S " o
d V 1 W PLATE =18 N
4'• § \\\-100—YEAR RESTRICTOR PLATE W CONC = 12" Ce
6' CONC. WALL �4 BARS 3" • 5'�f�5' F � 18' w , 5' "f"5'
U.S. FILTER STAINLESS BERM EL. = 4927.00
® 12" OC EACH WAY * INV. - 4923.28 .. 1
REFER To cool TYPE C STEEL WELL-SCREEN % . o o �, SPILLWAY EL. = 4925.75
INLET STANDARD PLAN (OR EQUAL) WQCV = 4924-$7 ° CD
M-604-1D FOR SPECIFICATIONS •_d e!' ° U
4 kik3 -- TOP HOLE = 4924.53 4
BOTTOM EL. = 4921.50 • o
• • • q • •` • i • •a •d` • • • • o BURIED RIPRAP C
a ° a BOLTS 12" MAX SPACING
C$x1$.75 American ._ 6" CONCRETE BASE. a NOTES:
o 1 COLUMN OF " 1. CONCRETE CUTOFF WALL SHALL BE 3' DEEP, 8" THICK, AND
Standard Structural 4 BARS ® 12 O.C. EACH WAY _ I (3) 3/$ HOLES 0 6 OCV
Steel Channel Formed 4 EXTEND 5' INTO THE EMBANKMENT ON EACH SIDE OF THE M
O O SPILLWAY.
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Into Concrete Bottom Section A—A d BOTTOM HOLE INVERT = 4923.53 N" N
And Sides Of 6" wide ] PROPOSED POND BOTTOM SURFACE = 4923.53 2. RIPRAP SHALL BE TYPE H, MEDIAN SIZE 18". F-
concrete opening. WELL—SCREEN FRAME of l0 L
Trash Rack Attached ATTACHED TO CHANNEL ///// 3. MINIMUM RIPRAP WIDTH SHALL MATCH TOP WIDTH OF SPILLWAY. cr
By Intermittent Welds. BY INTERMITTENT WELDS % -
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- BOTTOM BOX = 4920.784. BURIED RIPRAP SHALL EXTEND 14' FROM THE CUTOFF WALL .1 m
DOWN THE EMBANKMENT AS SHOWN ON THE DRAINAGE PLAN i-
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(C5) AND BE INSTALLED PER DETAIL 5 ON THIS SHEET. J
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2 WATER QUALITY OUTLET DETAILS 4\ EMERGENCY SPILLWAY DETAIL Z w
z POND OUTLET STRUCTURE N J
- C6 C6 NOT TO SCALE NOT TO SCALEMo C6 C6 C6 C6 NOT TO SCALE Q � �
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TOPSOIL LAYER AND SEED AND MULCH
STAKE BLANKET TO - w
- AS REQUIRED BY PLANS AND SPECIFICATIONS GROUND BETWEEN STONES J --.
r- EROSION CONTROL BLANAKET L._
o AS SPECIFIED OR CALLED FOR
ON THE PLANS uT
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FINISHED GRAD 19" MIN.
DESIGN RIPRAP GRADE C
cii ' --- SOIL RIPRAP.
MIX SOIL AND RIPRAP
w 4"-6" (TYR) COMPLETELY (SEE NOTES)
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PREPARED UNDER THE DIRECT
Li 0 3" m% 2 D50 _ SUPERVISION of
cp �� iii , , _t
LT) Use 2x4 7 /,,.i,�;,��! 1
j material 12" min T ��!i��� 4 1.oSOIL RIPRAP DETAILS ARE APPLICABLE TO SLOPED AREAS. 4000 PSI CONCRETE l' 2' " .1
���(. nstakes . REFER TO THE SITE PLAN ACTUAL LOCATION AND LIMITS. WITH FIBERMESH 1 �� `O " %2. MIX ALLY IPRAP BY VOLUME PREPARE COMPACTED
APPROVED UNIFORM SOI BY VOLUME RPRIOR 0 PLACEMENTITH 35% OF 44/
.` ��
ONE-INCH THICK 3. PLACE STONE-SOIL MIX TO RESULT IN SECURELY Q c�Q�
SUBGRADE PER SPECIFICATIONS q d. A` o $ J
OOD STAKE DETAIL INTERLOCKED ROCK AT THE DESIGN THICKNESS AND GRADE. 4' 4 _\
6' OR PLACE ON UNDISTURBED SUGRADE COMPACT AND LEVEL TO ELIMINATE ALL VOIDS AND ROCKS (O
PROJECTING ABOVE DESIGN RIPRAP TOP GRADE.
a 4. CRIMP OR TACKIFY MUCH OR USE APPROVED HYDROMULCH ASFOR AND ON BEHALF OF
°) CALLED FOR IN THE PLANS SPECIFICATIONS. 6 CONCRETE PAN BASELINE CORPORATION
TYPICAL SECTION - INITIAL SUBMITTAL 3/6/2017
C6 C6 NO SCALE
o SOIL RIPRAP WITH EROSION CONTROL FABRIC DRAWING SIZE 24' X 36"
SURVEY FIRM SURVEY DATE
a5-, BASELINE 10/18/2016
JOB NO. C03251
5 BURIED RIP RAP DETAIL DRAWING NAME
u� C6 C6 NOT TO SCALE 3251 COVER & DETAILS.dwg
rN SHEET OF 6
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