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LEGEND
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SUB -U REAM PIERWEIR
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UROWTH DB&W EI4LfL3AR'
WANCE GREENWAY
LAND USE TF44II8ITIDN AREA
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an 2041
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Town of Severance
Future Land Use Plan
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referen€e only Data layers that appear on this map may or may not 6e a€curate,
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1
SCALE: is
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CIPITERUNE
r
OF ST
Dairy Tech
Site Layout Plan
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104
Dairy
Barn
Building
Elevations
PROPERTY OWNER'S CERTIFICATION
The undersigned major property owner(s) do hereby agree to the Site
Specific Development Plan and Use by Special Review Development
Standards as described hereon this day of , 20 _
Signature
Signature
PLANNING COMMISSION CERTIFICATION
This is to certify that the Weld County Planning Commission has certified
and does hereby recommend to the Board of County Commissioners, Weld
County Colorado, for its confirmation, approval and adoption this Site
Specific Development Plan and Use by Special Review as shown and
described thereon this day of , 20
Chair, Weld County Planning Commission
BOARD OF COUNTY COMMISSIONERS CERTIFICATION
This is to certify that the Board of County Commissioners, Weld County,
Colorado, does hereby confirm and adopt this Site Specific Development
Plan and Use by Special Review and Development Standards as shown and
described hereon this day of , 20
Chair, Board of County Commissioners
ATTEST:
Weld County Clerk to the Board
BY: Dated:
Deputy Clerk to the Board
VVERTICAL DATUM:
BENCHMARK: TOWN OF SEVERANCE "3" ELEV=4829.84 (NAVD88)
HORIZONTAL DATUM:
COLORADO STATE PLANE COORDINATES NAD 83(2011) DATUM. HORIZONTAL CONTROL
BASED UPON TRIMBLE VRS NETWORK.
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1.800.922-1987
CALL 2 -BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES.
A.D.
ASS'Y
B.O.
CBC
CL
CMP
D.E.
EL
EX
FES
FL
GB
GV
HP
HYD'T
I.E.
INV
IRR
L.E.
LF
LP
LT
MH
DAIRY TECH SITE
USR1800XX
PART OF LOT A REC EXEMPT RE -3615 (.65R)
SITUATED IN THE SOUTHWEST QUARTER OF SECTION 11,
TOWNSHIP O6 N, RANGE 67 W OF THE 6TH PM COUNTY OF
WELD, STATE OF COLORADO
WINDSOR
RESERVOIR
PI4OJECT
L9CATION
ABBREVIATION LIST
Algebraic difference
Assembly
Blow off valve
Concrete box culvert
Centerline
Corrugated metal pipe
Drainage easement
Elevation
Existing
Flared end section
Fl owl ine
Grade break
Gate valve
High point
Hydrant
Irrigation easement
Invert
Irrigation
Landscape easement
Linear feet
Low point
Left
Manhole
VICINITY MAP
APPROXIMATE SCALE: 1" = 2000'
MARCH 12, 2018
GRES
RESERVE
P.E. Pedestrian easement
PC Point of curvature
PCC Point of compound curvature
PCR Point of curb return
PI Point of intersection
PRC Point of reverse curvature
PT Point of tangency
PVC Polyvinyl chloride
RCP Reinforced concrete pipe
RT Right
SAN Sanitary sewer
ST Storm sewer
STA Station
TB Thrust block
TBW/TOW Top back of walk/ Top of walk
TOA Top of Asphalt
TF Top of Foundation
TYP
U.E.
VCP
VPC
VPI
VPT
WL
Typical
Utility easement
Vitrified clay pipe
Vertical point of curvature
Vertical point of intersection
Vertical point of tangency
Water line
nNINNNNN
nmuuuuNI
mNINNNNII
nuououomr
FRANKLIN
LAKE
ERVOIR
BALDRIDGE
LAKE
T7N,R67W
T6N,R67W
SCHNEI
LAKE
T7N,R66W
T6N,R66W
FR
GENERAL LEGEND
FF
M.O.
4910 -
4905
FIRE HYDRANT
WATER VALVE
SEWER MANHOLE
STORM MANHOLE
WATER MANHOLE
LIGHT POLE
TELEPHONE MANHOLE
SIGN
TELEPHONE PEDESTAL
POWER POLE
MAILBOX
FOUND PIN
CONCRETE
FINISHED FLOOR ELEVATION
MINIMUM OPENING ELEVATION
EXISTING CONTOURS
EXISTING INDEX CONTOURS
PROPOSED CONTOURS
PROPOSED INDEX CONTOURS
SS
ST
w
GAS
SANITARY SEWER LINE
STORM SEWER LINE
WATER LINE
GAS LINE
EDGE OF ASPHALT
DECIDUOUS TREE
EVERGREEN TREE
SHRUB
SHEET NO. INDEX OF SHEETS
1 COVER SHEET
2 EXISTING CONDITIONS & DEMOLITION MAP
3 SITE PLAN
4 GRADING PLAN
5 DRAINAGE & EROSION CONTROL PLAN
6-7 DETAILS
O0 RE
OG\A
•
DAIRY TECH
PROJECT NO. 383-01
SHEET 1 OF 7
SURVEYOR:
KING SURVEYING
650 GARDEN DRIVE
WINDSOR, CO 80550
970-686-5011
North Star
design, inc.
700 Automation Drive, Unit
Windsor, Colorado 80550
Phone: 970-686-6939
Fax: 970-686-1188
2
U
W
I
>-
cc
a
EXISTING FENCE TO BE
REMOVED
EXISTING POWER POLE TO
BE REMOVED
EXISTING OVERHEAD
POWER TO BE REMOVED
EXISTING SHED TO REMAIN
EXISTING HOUSE TO
REMAIN
w
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EXISTING EDGE
OFD PAVEIRENT
1
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BRICK SIDING
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co
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N.
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•
•
GARAGE
BRICK SIDING
•
EXISTING FENCE TO
REMAIN
EXISTING FENCE TO BE
REMOVED
•
XISTIN9/C0I<ICREllf TO BE
•
•
•
•
•
EXISTING OVERHEAD
POWER TO BE REMOVED
EXISTING WELL, POWER
POLE Se PUMPHOUSE TO
BE REMOVED
EXISTING FENCE TO BE
REMOVED
•
•
•
EXISTING GARAGE TO BE
REMOVED
•
•
•
•
•
EXISTING EDGE
OF PAVEMENT
•
30 15 0
30
60
SCALE: 1" = 30'
DAIRY TECH SITE
USR18-OOXX
PART OF LOT A REC EXEMPT RE -3615 (.65R)
SITUATED IN THE SOUTHWEST QUARTER OF SECTION 11,
TOWNSHIP 06 N, RANGE 67 W OF THE 6TH PM COUNTY OF
WELD, STATE OF COLORADO
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
CALL 2 -BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES.
O
LO
CO
0
0
0
co
co
co
co
co
co
LLJ
LLJ
CO
Ox
>-ob
ccE
on
CONDITIONS & DEMOLITION
up
SHEET
2 OF 7
Job No.
WELD COUNTY ROAD 21
ASSUMED
CENTERLINE
OF RIGHT
OF WAY
w
FO
0
0
0
0
L
0
0
LL
0
0
L-
0
0
0
0
LJ_
L
50'
_
0
LL
0
LL
0
L
0
LJ-
0
L�
19' 24
20'
0
L_
0
LL
0
0
LL
EXISTING
SHED
EXISTING
SHED
99'
i1
150'
EDGE OF
GRAVEL
APPROXIMATE
ULTIMATE
RIGHT OF
WAY LINE
HANDICAP
STALL / R15'
STALL
2
INSTALL
HANDICAP
PARKING SIGN
ON BUILDING
EXISTING
HOUSE
0A
24'
CONCRETE
WHEEL STOP
(TYP)
115'
-o
24'
82'
r------------ EXISTING
GRAVEL
ACCESS
TO REMAIN
1I� w ■
w w r�
w
R50
50'
.30 15 0
30.0'
30
60
STOP
SIGN —\s,
SCALE: 1" = 30'
DETENTION
POND AS
SHADED
PROPOSED
GRAVEL
ACCESS
- APPROXIMATE
ULTIMATE
RIGHT OF
WAY LINE
EXISTING
EDGE OF
ASPHALT
WELD COUNTY ROAD 70
•\_
ASSUMED
CENTERLINE
OF RIGHT
OF WAY
DAIRY TECH SITE
USR18-O0XX
PART OF LOT A REC EXEMPT RE -3615 (.65R)
SITUATED IN THE SOUTHWEST QUARTER OF SECTION 11,
TOWNSHIP 06 N, RANGE 67 W OF THE 6TH PM COUNTY OF
WELD, STATE OF COLORADO
DS OR
ER VOIR
P '• OJECT
L•CATION 1
VICINITY MAP
APPROXIMATE SCALE: 1" = 2000'
3
WCR 74
ON SITE SOILS (ENTIRE SITE)
Kim loam, .3 to 5 percent slopes.
— Depth to restrictive feature: More than 80 inches
— Natural drainage class: Well drained
— Runoff class: Very low
— Capacity of the most limiting layer to transmit water
(Ksat): Moderately high to high (0.57 to 5.95 in/hr)
— Depth to water table: More than 80 inches
— Soils having a high infiltration rate (low runoff
potential) when thoroughly wet. These consist mainly
of deep, well drained to excessively drained sands or
gravelly sands. These soils have a high rate of water
transmission.
GEES
RESERVL
iimNNNNNN
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1111111
FRANKLI
LAKE
L4W
RESERVOIR
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
CALL 2 -BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES.
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3 OF 7
Job No.
383-01
WELD COUNTY ROAD 21
EXISTING
EDGE OF
ASPHALT
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HWEL=4816.60
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20' SPILLWAY
ELEV=4816.60
\
WATER QUALITY
OUTLET
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SEE DETAIL
16,2 LF 12"
PVC AT 1.0%
SLOPE (LENGTH
INCLUDES FES)
TOP OF
BERM=4817.00
\
- APPROXIMATE
ULTIMATE
RIGHT OF
WAY LINE
30 15 0 30
60
SCALE: 1" = 30'
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1.800.922-1987
CALL 2 -BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES.
LEGEND
FF
FG
FL
HP
LP
GB
EOA
EOC
TOA
TOC
TOP
TOE
FINISHED FLOOR
FINISHED GRADE
FLOWLINE
HIGH POINT
LOW POINT
GRADE BREAK
EDGE OF ASPHALT
EDGE OF CONCRETE
TOP OF ASPHALT
TOP OF CONCRETE
TOP OF POND
BOTTOM OF POND
4910
PROPERTY BOUNDARY
RIGHT-OF-WAY
ADJACENT PROPERTY LINE
EASEMENT LINE
EXISTING 1' CONTOURS
EXISTING 5' CONTOURS
PROPOSED
PROPOSED
PROPOSED
PROPOSED
1' CONTOURS
5' CONTOURS
FLOWLINE
2' CONCRETE PAN
PROPOSED DRAINAGE PIPE
EXISTING DRAINAGE PIPE
RIPRAP
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SHEET
4 OF 7
EXISTING
EDGE OF
ASPHALT
WELD COUNTY ROAD 70
Job No.
355-01
IN',."-,...
S North Star
lrniaw design, inc.
700 Automation Drive, Unit
Windsor, Colorado 80550
Phone: 970-686-6939
Fax: 970-686-1188
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-4970 EXISTING 5' CONTOURS
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WQ VOLUME REQUIRED
0.033 AC. FT.
11
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TRACKING CONTROL SHALL
CALL UTILITY NOTIFICATION
BE INSTALLED AND MAINTAINED
48�0� CENTER OF COLORADO
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THROUGHOUT THE LIFE OF THE SITE
\ \ \ 1 \
------:-------_-_--CONSTRUCTION TO PREVENT TRACKING
1 \\ N N \\;\ �OF DEBRIS ON THE COUNTY ROADWAY. 1-800-922-1987
VEHICLE TRACKING IS REQUIRED 2 -BUSINESS
BOTH CALL DVANCE
SHEET
5
_ MI _ _ _ \\ _ ACROSS LANES
BEFOREYOUDIG, GRADE, OR EXCAVATE
_ _
li _
_ J
\
I 1 / \ \' FOR THE MARKING OF UNDERGROUND
\ MEMBER UTILITIES.
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O O
■■
S
EDGE EXISTING OF WELD COUNTY ROAD 70
ASPHALT
Job No.
383-01
VTC/WHEEL WASHOUT PLAN GENNERAL EROSION CO TROL OTES
S North Star
lrniaw design, inc.
700 Automation Drive, Unit
Windsor, Colorado 80550
Phone: 970-686-6939
Fax: 970-686-1188
(VTC = VERTICAL TRACKING CONTROL)
/ CONTRACTOR SHALL INSTALL ALL PERIMETER SEDIMENT AND EROSION CONTROL DEVICES INCLUDING,
9" Minimum Thickness BUT NOT LIMITED TO, SILT FENCE, INLET PROTECTION, VTC PAD, WHEEL WASHOUT, AND SEDIMENT
Washout Timbers, See Profile BASINS BEFORE COMMENCING ANY LAND CLEARING OR GRADING ACTIVITIES. THE CONTRACTOR
UL Riprap (D50 = 6") / SHALL LIMIT TOPSOIL STRIPPING OPERATIONS TO WITHIN THE AREAS IN WHICH THEY WILL BE
<a IMMEDIATELY WORKING. THE CONSTRUCTION OF UNDERGROUND UTILITIES SHALL BE INCLUDED AS A
�° LAND DISTURBING ACTIVITY. ALL EXCAVATED MATERIAL SHALL BE PLACED WHERE SEDIMENT WILL
s P sc' ERODE BACK INTO THE TRENCH. ALL TRENCHES SHALL BE BACKFILLED BY THE END OF THE DAYS
/ °` .•" ��' WORK; BACKFILL SHALL BE PERMANENTLY STABILIZED BEFORE CONSTRUCTION IS CONSIDERED
/ COMPLETE.
/ Excavated Sediment Basin ALL DISTURBED AREAS AND SOIL STOCKPILES SHALL BE ADEQUATELY STABILIZED AS DEFINED IN
/ / �U 20' x 20' x 3' Deep Min THE URBAN DRAINAGE FLOOD CONTROL DISTRICT (UDFCD), VOLUME 3, CONSTRUCTION BEST
/� MANAGEMENT PRACTICES, SECTION 3.0 "EROSION CONTROL". ALL DISTURBED SOILS AND SOIL
N AT ALL TIMES
it Filter Cloth � ��DURING (CONSTRUCTION ACTIVITIES TO PREVENT LES SHALL BE WATERED AND EWIND-CAUS DD IN A HERODSION..NALLOLAND DISTURBING
Non—WovenGeatext e to Gat ACTIVITIES WILL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST IMPACTS ADJACENT
PROPERTIES, AS DETERMINED BY CITY INSPECTOR. PERMANENT OR TEMPORARY NATIVE SEED (SEE
NOTES: SDDC MANUAL SECTION 14 FOR SEEDING SPECIFICATIONS) SOIL STABILIZATION SHALL BE REQUIRED
4817.0 4817.0
1. CONTRACTOR TO SUPPLY WASH WATER
2. WASHOUT BASIN TO BE ISOLATED FROM STORM SYSTEM WASH O
3. VTC PAD RIP RAP TO BE CLEANED OF MUD AFTER RAIN EVENTS
T P
WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED. IF DISTURBED AREAS OR STOCKPILES ARE NOT
O F E BROUGHT TO FINAL GRADE WITHIN 3O DAYS FOLLOWING THE INITIAL DISTURBANCE, OR
RE -DISTURBANCE, TEMPORARY STABILIZATION MEASURES SHALL BE REQUIRED. NO SOIL STOCKPILE
1' k.
4816.60
4. PUBLIC ROADS TO BE CLEANED OF DEBRIS AT THE END OF
EACH DAYS WORK OR AFTER RAIN EVENTS, AS NEEDED.
5. WHEEL WASHOUT TIMBERS REQUIRED ONLY ON EXIT SIDE OF
3„
SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILE SIDE SLOPES SHALL NOT EXCEED A
SLOPE OF 4V: 1H.
ALL STORM SEWER INLETS SHALL BE PROTECTED FROM THE ENTRY OF SEDIMENT WATER.
EXISTING GROUND
4'
20
4'
TYPE L BURIED RIPRAP
OR EROSION CONTROL FABRIC
w
l-
0
PAD, SECURE TIMBER GAP WITH 2X4 NAILED TO BOTTOM OF
TIMBERS EACH END
1
1
1
1
1
1
-LADEN
HAY BALES ARE NOT AN ACCEPTABLE FORM OF EROSION CONTROL.
SPILLWAY
CROSS SECTION
- -
28' LONG x 6' WIDE
6. VTC PAD TO BE DELINEATED TO ENSURE USE BY CONSTRUCTION TRAFFIC
6"x6 x12' Timbers with 3" Gaps Between
INSPECTION OF ALL EROSION AND SEDIMENT CONTROL BMP'S SHALL BE REQUIRED AT THE END OF
EACH DAY'S WORK, WITH NECESSARY MAINTENANCE AND REPAIRS PROVIDED IMMEDIATELY. THE
2X4 Nailed to Bottom
Slope VTC Pad 57 into Trough for Wheel Washout INSPECTOR SHALL, AT THEIR DISCRETION, REQUIRE ANY EROSION CONTROL DEVICES BE REPAIRED ,
p REPLACED, RELOCATED, MODIFIED, OR REMOVED. SUCH REQUESTS SHALL BE COMPLETED WITHIN 5
WORKING DAYS FOLLOWING RECEIPT OF THE WRITTEN REQUEST FROM THE INSPECTOR. ALL PUBLIC
>-
CO
NTS
REVISION
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
SILT FENCEINSTALLATION
RIGHT OF WAY POLLUTED WITH DIRT, MUD, OR DEBRIS SHALL BE SWEPT CLEAN AT THE END OF
EACH DAYS WORK OR AFTER STORM EVENTS, AS NECESSARY. ALL TEMPORARY AND PERIMETER
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED AS SOON AS THEIR FUNCTION
DRY LAND SEEDING
Soil preparation, fertilizer, seeding, mulching and mulch tackifier will be required for
disturbed area on site which are not surfaced. The following types and rates shall
be used:
LALL 2 -BUSINESS DAYS IN ADVANLE
BEFORE YOU MGM, OR EXCAVATE
FOR THE MARK]IVG OF UNDERGROUND
MEMBERUTILIT1Es.
HAS BEEN FULFILLED. SEDIMENT TRAPS/BASINS SHALL BE CLEANED AND REMOVED, OR STABILIZED,
WHEN ALL UPSTREAM AREAS ARE PERMANENTLY STABILIZED. THE SITE CONTRACTOR IS
RESPONSIBLE FOR PROPERLY DISPOSING OFF ALL SILT FROM THE SITE, IF IT IS NOT REUSABLE ON
ATTACHING TWO
2 FEET
SILT FENCES
SITE.
FILTER FABRIC
MATERIAL SECURELY
FASTENED TO THE
POSTS
(MIN)
APPROXIMATELY 8
INCHES OF FILTER
FABRIC MATERIAL
MUST EXTEND INTO
A TRENCH AND BE
I 7 I THE LANDOWNER SHALL BE HELD RESPONSIBLE FOR THE LONG-TERM STABILITY OF CUT AND FILL
SLOPES AND THE SUCCESSFUL ESTABLISHMENT OF PERMANENT VEGETATIVE COVER ON EXPOSED
SOIL AS DEFINED IN THE UDFCD, VOLUME 3, CONSTRUCTION BEST MANAGEMENT PRACTICES,
PLACE THE END
POST OF THE SECTION 3.2 "MULCHING".
SECOND FENCE
ANCHORED WITH L' -
INSIDE THE END ALL CONSTRUCTION SUPPLIES OR MATERIALS USED OR STORED ON SITE MUST BE DISPOSED OF
WOOD OR
STEEL POST
8' MAX SPACING
NI
COMPACTED
BACKFILL MATERIAL
POST OF THE PROPERLY AND MUST MEET ALL APPLICABLE MATERIAL SAFETY DATA SHEET CRITERIA.
FIRST FENCE
THE STATE STORM WATER DISCHARGE PERMIT HOLDER MAY BE LIABLE FOR ANY VIOLATIONS
ROTATE BOTH RESULTING FROM THE ACTIONS TAKEN BY SITE CONTRACTORS, SUBCONTRACTORS, MAINTENANCE
POSTS AT LEAST CREWS, ETC.
180 DEGREES IN
6
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Drawn by: PK
RUNOFF
A CLOCKWISE
DIRECTION TO
CREATE A TIGHT
SEAL WITH THE
I
10 INCHES
(MIN)
\\ DIRECTION OF RUNOFF
1
APPROXIMATE 1
FABRIC MATERIAL
WAITERS
} DRIVE BOTH
T POSTS ABOUT 10
EROSION CONTROL STRUCTURES
DETAIL 1
ll i 4 -INCH TRENCH Ill
GROUNDTO A D THE
-�
1r
BURY FLAP
COMMON NAME
BOTANICAL NAME
LBS PLS/ACRE
SCALE: N.T.S.
SLOPE
A\
SWALE PROTECT
ON
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Blue grama v. Hachita
Saltgrass
Western wheatgrass v. Arriba
Sideoatsgrass v. Vaughn
g
Switchgrass v. Nebr 28
9
Prairie sandreed v. Goshen
Purple prairie clover v. Kaneb
Purple
Scarlet globemallow
Prairie coneflower
Little bluestem
Fourwing saltbush
Coreopsis
Winter wheat
Oats
Bouteloua gracilis
Distichlis stricta
Pascopyrum smithii
Bouteloua curtipendula
p
Panicum vir atum
g
Calamovilfa longifolia
Petalostemum purpurea
Sphaeralcea coccinea
p�
Ratibida pinnata
Schizachyrium scoparium arium
C
Y p
Atriplex canescens
Coreopsis tinctoria
Aestivum triticum
Avena sativa
1.0
1.0
6.0
3.0
2.0
3.0
1 .0
0.2
0.2
2.0
1.0
0.2
3.0
3.0
WATTLE DIAMETER,
SEDIMENT TRAPPING AREA (TYP.)
SEE NOTE
5,
3/4" x 3/4" WOODEN
STAKE (TYP.)
'
(SEE NOTE 3) Z
X
h,
STAGGER JOINTS
?n (TYP.)
��
STAKE AT EACH END
AND 4' MAX. O.C. ALONG
DAIRY TECH
USR18-00XX
DETAILS
v
,
�
{ ENTIRE LENGTH
) w
-
Q PLAN VIEW
ELEVATION VIEW
L NOTES:
v
Aa 1. INSTALL WATTLES ALONG CONTOURS, FULL LENGTH OF SLOPE
uj OR EXTENT OF SWALE.
z 2. WATTLES SHALL BE INSPECTED REGULARLY AND IMMEDIATELY
TOTAL 26.6
so Drill seed .25" — . 5" into the topsoil. In areas inaccessible to •
SEEDING APPLICATION:p
a drill, hand place at double the above rate and rake .25" - .5" into the topsoil.
MULCHING APPLICATION: 1 1 /2 tons certified weed free hay per acre mechanically crimped into the
topsoil in combination with an organic mulch tackifier.
WATTLE SPACING
g AFTER A RUNOFF PRODUCING RAINFALL TO ENSURE THEY REMAIN
THOROUGHLY ENTRENCHED AND IN CONTACT WITH THE SOIL.
(SEE TABLE) CO
3, LIVE STAKES MAY BE USED FOR PERMANENT INSTALLATIONS.
WATTLE SPACING TABLE
CACENTERIOF NOTIFICATION
4. INSTALL WATTLES SNUGLY INTO THE TRENCH (4"DEEP). ABUT
O
SLOPE TYPE
MAXIMUM SPACING
ADJACENT WATTLES TIGHTLY, END TO END, WITHOUT
OVERLAPPING THE ENDS.
1-800-022-187
ALL SWALES
20 FEET
5. WATTLES TO BE 9" MIN DIAMETER FOR SLOPES, 12" MIN
CALL 2 -BUSINESS DAYS IN ADVANCE
BFORRTHEDMARKING EUNDERGROUNDE
4:1 SLOPE OR >
40 FEET
DIAMETER FOR SWALES.
OF
MEMBER UTILITIES,
CONCRETE TRUCK WASHOUT PIT
<o� IhILET
PROTECT O
PROFILE
10' TYP.
71
3'
O DEPTH
4S' -c-(?) SEDIMENT CONTAINMENT BERM FROM
PIT EXCAVATED MATERIAL
10 FEET SQUARE
ALL
����oo NOTES:
1. PIT TO BE MAINTAINED AND UTILIZED UNTIL
INCLUDING ALL FOUNDATION AND FLATWORK.
BOTTOM MIN.
ALL CONCRETE WORK IS COMPLETED,
RELOCATED PITS SHALL MEET THIS STANDARD.
CONCRETE TRUCKS
WASHOUT HERE
SHEET
7
7 OF 7
2. PIT TO BE PERMANENTLY SIGNED TO ALERT DRIVERS OF ITS LOCATION
NOTES: 3. SET CONCRETE TO BE BROKEN UP AND DISPOSED OF PROPERLY OFF SITE PER LOCAL, STATE. *SIGN: 2' Tall x 3' Wide
1. SANDBAGS SHALL BE SPACED MINIMUM 10' APART. AND FEDERAL LAWS. on 4' Tall Post, 6"x2"
4. WASHOUT PITS THAT ARE SEPARATED FROM A PAVED SURFACE MAY REQUIRE A VTC PAD Lettering
2. SANDBAGS SHALL BE PLACED AT AN ANGLE OF TO PROTECT STREETS FROM TRACKING OF DIRT.
45 TO 60 DEGREES FROM THE DOWNSTREAM FLOWLINE.
3. SANDBAGS OFSHALL BEREMOVED FOLLOWING O
AND TTHENN REPLACED, NUISANCE WATER REMOVAL TO
BE DRAINED EACH WORKING DAY.
EROSION CONTROL STRUCTURES
4, BACK OF INLET MAY REQUIRE PROTECTION IF SUBJECT TO
CROSS -SIDEWALK FLOWS.
DETAIL 2
Job No.
383-01
SCALE: N.T.S.
S North Star
lrniaw design, inc.
700 Automation Drive, Unit
Windsor, Colorado 80550
Phone: 970-686-6939
Fax: 970-686-1188
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REVISION
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Designed by: PPK
Drawn by: PK
4.
LEGEND
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OPTIONAL CONCRETE
<\ WING WALL (TYP,) ABBREVIATIONS A A SECTIO LINEPOINTA_
12"
\
(ARROWS IN
CLR. CLEARANCE DIRECTION SECTION
WO SURFACE
6" ELEVATION 4815.40
12" 4'
(MIN.)
6,. 3, 6„
MAX. MAXIMUM
°
°I
10"
51"x51" GRATING
MIN. MINIMUM
3/8" ROUND OR 0.C. ON CENTER
TWISTED CROSS
�
a
I
HOLE (TYP,)
3/8"x6" BOLT TO HOL\ \,�
HINGE IN PLACE, 2 1 /4"
FROM EDGE OF GRATE
A
B
(3/8" ROUND OR
TWISTED CROSS D
BARS AT 3" O.C.
WELDED TO 1"x3/8"
BAR OPP. APPOSITE
1 "x3/8" TYP. TYPICAL
BEARING Wo WIDTH OF CONCRETE OPENING
d
° I
I I
I o
BEARING 5 AT
F PLATE
a.
°I
(TYP. OPP. SIDE} \
p
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4
4" (TYP)
OBAj
NWIDTH UMBER
#
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12
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\
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ed
DAIRY TECH
USR18-00XX
DETAILS
r
1/4" (MIN.) THICK
I I
I
rl-I
STEEL FLOW CONTROL
PLATE
HINGE PLATE
(1-1
--
N
FOR GRATING
I
n
STEEL CHANNEL FORMED INTO STAINLESS STEEL
I I
CENTERLINE OF
CONCRETE TOP AND SIDES ANCHOR BOLT (TYP.)
OUTLET PIPE
12" WATER QUALITY CONTROL PLATE
SECTION B
3/8"x6" THREADED BOLT
-B
C
I
TO FASTEN GRATING DOWN°°
1
I
3/8"x1" FLAT STEEL CHANNEL FORMED
I
P
N
IIIIIIIIIIII
INTO CONCRETE
TRASH
I I
100-YR ORIFICE (6.25" DIAM)
I
I
BAR HOLDING
FRAME
RACK
IIIIIIIIIIIII�
IIIIIIII
TRASH RACK (U.S.
21
2" LIP (TYP,)
IIIIIIIIIIII
FILTER STAINLESS
I
STEEL WELL SCREEN
FLOW CON TRO
I
IIIIIIIIIIII
I
OR EQUAL) a
A B PLATE D
d ° d °�
1.5
'
12" OUTLET PIPE
PLAN
STAINLESS STEEL ANCHOR BOLTS OR
t
° ° °
{
WSEL=4815.40
ELEV= 4816.60
\ �\\\��� INTERMITTANT WELDS ON TOP AND SIDES
/, /.
15"
/
100-YR ORIFICE DIAM )
(6.4"
°
da
\/\\�:�\//�/�
NOTES:
3/8"x6" THREADED BOLT 1. ALL TRASH RACKS SHALL BE MOUNTED
6"
4
°
°
TO FASTEN GRATING DOWN USING STAINLESS STEEL HARDWARE AND
PROVIDED
1/4" (MIN.) THICK
WITH HINGED AND LOCKABLE
#5@12" 12" OUTLET PIPE
a
FLOW
3/8"x6" BOLT TO HOLD
HINGE IN PLACE, 2 1/4"
L REMOVABLE AND
LOCKABLE OVERLOW
OR BOLTABLE ACCESS PANELS. STEEL CONTROL
PLATE
#4@12" 2. TRASH RACKS SHALL BE STAINLESS STEEL,
STAINLESS STEEL
FROM EDGE OF GRATE
OPP, SIDE)
GRATING
-
ALUMINUM, OR STEEL. STEEL TRASH RACKS
SHALL BE HOT DIP GALVANIZED AND MAY ANCHOR BOLT (TYP.)
rn
o
(TYP.
TRASH
•a=
-"-------WATER QUALITY
FLOW CONTROL
BE HOT POWDER PAINTED AFTER GALVANIZING.
100 -YEAR STORM 100 -YEAR FLOW CONTROL PLATE
RACK ----"--
PLATE 3 1 /2"
FLOW CONTROL TRASH RACK
3"
KEY /2"
PLATE SECTION D -D
CL-
d
SECTION A -A
INV=4814.40
°
d
-
tl ,
j d
SHEET
6
6 OF 7
N#4L@12"
°
�
#4@12„ #4@12"
#4@18" ELEV=4814.36
SECTION C
# 1
OUTLET STRUCTURE
-C
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DETAILS
Job N o.
383-01
3:12
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4:12
16:12
6:12
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3:12
12'-0"
60'-0"
12'-0"
84'-O"
EAT EL5VATIOtt
SCALE: 1/8"= 1'-O"
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(970) 667-3939
2026 Blue Mesa Court 80538
FAX: (970) 667-3940
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REVISIONS
CONSTRUCTION DRAWINGS
SHEET A7 OF X
9 THIRD FLOOR
ELEV.= 124'0"
9 SECOND FLOOR
ELEV.= 113'0"
10'-0"
GROUND FLOOR
ELEV.= 1OO'
3:12
9 THIRD FLOOR
ELEV.= 124'0".
SECOND FLOOR
FLOOR
ELEV.= 113'0"
GROUND FLOOR
ELEV.= 1OO'
O
0
3:12
16:12
6:12
DARK BROWN EAVE
FLASHING
CUPOLA WITH TINTED
WINDOWS
1
DARK BROWN EAVE
FLASHING
DORMER TO 2ND
FLOOR OFFICE
SPACE
3 TAB 40 YEAR
ASPHALT SHINGLES
COVERED CLIENT PARKING
10' CLEAR HEIGHT
STONE WRAPPED COLUMN
60'-0"
3:12
BARNWOOD SIDING PER
OWNER
WINDOW FRAME PER
OWNER
12'-0"
84'-0"
DARK BROWN EAVE
FLASHING
CUPOLA WITH TINTED
WINDOWS
3 TAB 40 YEAR
ASPHALT SHINGLES
I II
III
O
N
9
9
m
CUPOLA WITH
SPANDREL GLASS OR
FALSE WINDOWS
II I
COVERED CLIENT PARKING
10' CLEAR HEIGHT
STONE WRAPPED COLUMN
w5e71 ELEVA1JOh1
SCALE: I/S"= I' -O"
BARNWOOD SIDING PER
OWNER
WINDOW FRAME PER
OWNER
120'-0"
14'-0"
ROOF OVER DELIVERY
DOOR. 14' CLEAR
HEIGHT
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(970) 667-3939
2026 Blue Mesa Court 80538
FAX: (970) 667-3940
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REVISIONS
CONSTRUCTION DRAWINGS
SHEET A7 OF X
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