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PROPERTY 001010S C001PI0.ATON
The unaas!sra m oo,10 arsenals) do heeby ogee to
90*20c Devdopment Poop *00 Use by S002A Redew 0eveo 0.0,0 e
Bladoraa vs aeonibed M1aroa this_ &:v of 20
G 4
cnnn0 DDRY FICH0.4n DUNN
PLANNING COMNISS. CERTWICATICN
This is certify Thor the Weld County P.n.s Corr... ties N.M.d hereby recwnmend d of County Ccenrninekners.
Gantt, tan Siad
mly Colorado, for its vmatrcn Vol 0 option this Ate
Specific 0e020*02 I0 Plana and Dee Cy Spxlcl Raviewa own aria
described thereon Nie_ day of ea
an
Id county Plan.
g Ca
BOARD OF COUN, CONIASSION.S CERODCATON
r that the Board of Cw:ty 1* 01(0 saar> w
caorcaaa doe .n .y car.m and adopt ml° spa Sp^nlre D
m by Spe.W Re dew and Deotot T S e snown ono
dew.. D,ere . blear day .`.NAB, 3019_ a
air, Bo tl of om isslanTrs
ATTEST:: �G, ,J ;ak
Wtl County Clerk to the Baard
Depaty perk L the Board
=1L-2319............
DAIRY TECH, INC
USR18-0062
LOT A, RE -3615, BEING PART OF THE SOUTHWEST QUARTER OF
SECTION 11, TOWNSHIP 06 N, RANGE 67 W OF THE 6TH PM COUNTY
OF WELD, STATE OF COLORADO
MAY 29, 2019
VIGINI,TY MAP
APPROXIMATE SCALE: IT re 200'
ABBREVIATION I ITT
0.0. Algebraic difference
ASST Assembly
B.O. Blow off valve
Concrete boxculvert
aC Centerline
.P Corrugated metci also
e.E. t Br M e
E% Ele..
Existing
Fl. Flared end section
Mow.
W Grade break
GV Cale vmw
HP High point
HWYT Hydrant
My Irrigation easement
Invert
IRR Irrige10
Lr. Lan... easement
feet
Low NW.
oft MH N hole
P.E. Pedestrkn easement
PC PNni of 24,101ae
PCC Pohl of compeand cc Tura
R Point of cure re
PIPaint o intersection
PAC Pont of reverse curociore.
PT Point of tangency
PVC Pay,. RCP Reinforced i
concrete pipe R
Right
SAN Santary sower
Storm TB Thrust Wick
TBW/T00 Top back of tral4/ Top of walk
100 Thphat
Top of ..dotiw, Top a
0.0,, UTYP ro',Iyl eaaemant
VCP Ver; a pan a l Gtersece
Vortical point o: intersection
: point M r'sngencya
OPT
Waterline
GENERAL LFGF5'
• mimeo ROOS ELEVATION
SCARPS OSSICS6 SUVA).
PROF.. COSTES,.
-490S- PROsOSED MOO CONTOURS
WAITS VALVE
efd UMW.
• 4.11 MAW.
• WATER MANHOLE
mWAIT POLE
TriLISIONE MAN,«F
SOS
TtleSSCHE
d POWER
PPOLE
SHEET NO. INDEX OF SHEETS
COVER .EST
EXIT.° CGNCITIONS & 9C1Aa0110N MAP
SITE PLAN
GRADING & 0010TY PLAN
00000000 & EROSION C0N00. PLAN
DETAILS
YVERPCM ., TOW
WN OOP SEVERANCE _ 10£000025.2+(N2020*)
N0N£ONFA1 DAP.
.SED SIPCO TRANS— SOS NE.e.N. ATE PLANE COCODKATES HAD ES(2011)...1140. NahzaNi Sal
CALL UTUTY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
SCR MASONS Of SODES6
DAIRY TECH
PROJECT NC, 583-01
SHEET 1 OF 7
SURVEYOR:
KING SURVEYING
650 GARDEN DRIVE
WINDSOR, CO 80550
970-686-5011
lNorth Star
design, inc.
700 Automation Drive Unit I
Windsor. Colorado 80550
Phone: 970 686 6939
Fax: 970.686-1188
DAIRY -TECH
ei2,mmunic_o.A-ionS
ocot9Coitci
2019-2386
PLa5�s3
IPkl�B.itCthYnlNldkNW� law
VXA
ST
DISIINO SECT. UK
TO BE
BE ItalOVE0
ROM
� IBfIYA° 70
w>u ASPHALT
MONT
OF 'We UNE
� A�CT�igl uNE
IDOL
DAIRY TECH, INC
USR18-0062
LOT A, RE -3615, BEING PART OF THE SOUTHWEST QUARTER OF
SECTION tt, TOWNSHIP 06 N, RANGE 67 W OF THE 6TH PM COUNTY
OF WELD, STATE OF COLORADO
SCALE: I• . 30'
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987.
LAU• 2 9rv55 CA,' IN ADVANCBEfORE YOU 0'0, Cli.£ OA E
,OR KINV L.ER CUND
0.
F
z
,
z
o
0
1g0
00 N
Z
R -
0n
o
U :
z
W • !
SHEET
2
2 OF 7
ALE N°' 383-01I
smarce
oT
J
(
U al
1�z
5
r
NRn COUNTY RO •700
__—___—_•_—
(TIP)
50 15 0 50
SCALE: t. - 50'
STALED Perita ;MS
.PUT,41.O.S.6„10CellOs Ts.
DETEDP:21 PC.
101111.1.01 LAE
AFFPOPtitelf =Anew OF HEW SIDP. PEW Deo
OF.Cti 2 APO APPODICLI 23-C, 22-L1 AND
ESSEPENT ES v+5nIlt s02
r1P1IC 6151.1. �crwwag` av raw
g a ossn NOOSE TO
PEW Mins
PROPOSED CRAWL
(00)
DAIRY TECH, INC
USR18-0062
LOT A, RE -3615, BEING PART OF THE SOUTHWEST QUAH I tR OF
SECTION 11, TOWNSHIP 06 N, RANGE 67 W OF THE 611-I PM COUNTY
OF WELD, STATE OF COLORADO
VICINITY MAP
APPROXIMATE SCALE I' - 2000'
CALL OMIT NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
6.111. 2-31.655 OP. nOVANCE
PEPPER Mo
ON SITE SOILS (0NURE SITE)
tom loom. 5 to 5 ',wont slopes.
—Depth to r re Nan D0 inches
—Natural eranagetldoss: 'totem
drained
—Runoff Mame Mm.0 low O.
— (Kao(hy a Moderately nigh tolnni loser to Iran,¢ water
9h (0..51 to 555 MAO
l —Death to water fable Mora t lame.
—Sege hang a high o Nfralba role (low runoff
aetentW) when thoroughly wet. mesa mna%l mainly
of devil, wag drained 1 excessively drained eanm or
grovally sande. These seas hove a high rote of walla
SHEET
3
3 OF 7
dos 00. 383-01
LOCATOR OF
EDGE
.TALLWATER
qV
POR
INSTALL IRE
WRIVWC
CATE VAL.
EAST
n4TAu.>EE
wrof xi at
GA. VALVE
nin
INSTAL LF
1
miu�iei�invi�r`ir�w tivioxdsr�nii�,urLrrarrl
MOON
Ent OF
ASPHALT
aN_vnn] �..dy]dn
EtMTZ0lth INPRAP TM PER DEEM
ma V 1Y
EITALDINO EAST. NOOSE 70
HEW SY•33.
WELD COUNTY ROAD 70
woo
Fr
RP
LP
ToA
Too
rmoizo
ORACC
37. PORT
Mix Paw
ORAN an.
EDW. tionn.
too 0, ocittn.
LOP CP POND
30 15 0 JO 60
SCALE 1' . SO'
CALL UTILITY NOTFICATON
COVER OF COLORADO
1--800-922-1987
FOR RC Lt.. OF i.ERW70040
KLIMA :11.07.
LEGEND
COSMO I' awn.
PROPOSED Li S.W.
PROPOSED FLOSS.
PRZPosn CON.. PAN
?i: s :
PROPMEI OWNER'S CERTf.CARON
Dadfm S0001Nma01Tlnproperly 0 Dan by ASOTOSI 50.41 ad.
04055051 -
Stan.. as de* hereon IM1b_ day al 20_
z'Yti fe iu 1�
Signature `� �6Nre
PLenN:NC COMMISSION CERTCICATCN
ible fe to certify that the Well County POW. Canminlon hn certif.
and does hereby recanno. o the Bwrd. of County ...Ronan, Weld
Ceumyy Calaadw Em Rs cenlirmo0an, pm5O2 d CLS,S S IO. eta
Speclhc berelapmnl Plan and U+e by Spackl ReMow ere own on
dnalbe0 Thermo Ime_ day of 20
rob. Wel5 Coonty I Imning Commb0ai
BOARD OF COUNTS COMMISSIONERS 0.11FlCAD00
Tqb 'adt0 0TOI at the Boars f C ty C Imbnas, WNd Caucty,
as XerueY al 6.e and tlopt opm Ste lO oalnc Oos sl fo not
Plan e urn by Special ew.w and Dawlapmnt saneada a.: ,n erns
desalt. bamn Ws_ day of . 40
Chat. So«a of County Canm4.laner.
ATTEST:
weld county Clerk to Ina Bea.
Deputy Clerk to the deortl
g
SHEET
4
4 OF 7
d.0 0o. 355-01
DR
i.:
06-1 0.07
AINACE
O.m
0.35
048
0.40
tllR lY1c,fiE4NEU,DNi#I-I
ALOGNFAETF. CUTOFF WALL LOCATED AT TOP OR SPILLWAY POND RIOT
TOP CFaPILLWAY
NOTE TwrwLxPuwnrScrnwl
I. i vMmoaOrrr�T THEW... OFIREs SPuPIW ON.. SCEGuT.°�v wAV bp.WVERO OVAL CUTOFF OF WALLS
DETENTION POND EMERGENCY SPILLWAY DETAIL
II
P +
:11, :I'
., Ii
II
„
CT
MAT ewm J
A B
gro6Igici.11
PF:oo
PLAN
100-YR atria (°.zs-
SECTION C -C
IITYM
.2' WAIT PIPE
LEoeno
01,1S �AA
ECM
° VIAMEl. ISLo)
MAX WAWA,
MIN. MINNUM
1V0 WIN OF
ss seg xn gtlf r
OR BOLT.t. ul'MI1axw m ACCESS s<ceL n
rMa
SECTION A -A
nNa.a a�iOTP.)
)
(,w)
WATER WANT CONTROL PLATE
SECTION B -B
100-YrArt FLOW CONTROL
PLAT
SECTION 0-0
OUTLET STRUCTURE
DETAILS
O
-
< a)
SHEET
6
6 OF 7
IT ON. 3E3-Oi
°'
IaIANrl,tiv:hmrr+.xatwstaMliw�lri
VTC/WHEEL WASHOUT PLAN GENERAL EROSION CONTROL NOTES
1North Star
design, inc.
700 Automation Drive, Unit I
Windsor, Colorado 80550
Phone: 970.686-6939
Fax. 975$88.1188
wG _ Mw,IPA, W w e , Ra)
a
/ CONTRACTOR SHALL INSTALL A11 PERIMEI. SEDIMENT AND EROSION CONTROL DEMOS INCLUDING.
BUT NOT UMITED,TO. SILT FENCE, INLET PROTECTION. VTC' PAO, WHEEL WASHOUT, ANp $7,pIMENT
r MklwnDlR PI:CkTIe55 --- ^:/ / WD111out limbers, See Profile BASINS BEFORE COMMENCING ANY ,AND CLEARING OR GRADING CT SIDES THE CONTRACTOR
ryry,�„ DSO SHALL UNIT TCPSQ G OPERATIONS TO THIN 'H ARE N WHICH THEY LBE
M''H^oF „-' - �) / EO TEL. WORq G HE CONSTRUCTION 0(' UNDERGROUND UTILITIES SHALL INCLUDED AS A
�,4 0 CSR)Ra4NC MA A TEO MATERIAL SHALL B LACED HALL ERE SEDIMENT
M RODE BAG( INTO THE TRENCH ALL TRENCHES SHALL B BACKFILLED BY ENO OF 'ME DAYS .YORK. Beam, am, SMALL BE PERMANENTLY 5 . B LIEED BEFORE 5 CT ISCONSIDERED
/ COMPLETE.
/ / 9� ifCGt�M Sat# Ewen ALL DISTURBED AREAS AND SOIL STOCKPILES SHALL BE ADSOUATELT STADIUM° AS DEFINED IN
/ " q.. D THE URBAN DRAINAGE FLOW CONTROL DISTRICT (UOFC01. VOLUME 3. CONSTRUCTION BEST
/ Yry MANAGEMENT PRACTICES. SECTION 3.0'EROSION CONTROL". ALL DISMREED SOILS AND SOIL
STOCKPILES SHALL BE WATERED AND MAINTAINED IN A ROUGHENED CONDITION AT ALL TIMES
H01-WIHaI Gestates Ste Doel DURING CONSTRUCTION ACTNTES TO PREVENT WIND -CARED EROSION. ALL LAND DISTURBING
ACTINPES MLL BE IMMEDIATELY DISCONTINUED WHIN FUGITIVE GUST IMPACTS ADJACENT
AS ORTIDIMINM BY GTT INSPECTOR.PERmANENT OR TEMPORARY NATIVE SEED (SEE
MOSS.MSOON MANUAL SECTION 74 E F'OR SEEDING SPEHFICATONS) SEL ST'ASI:MANOR SHALL BE REQUIRED
N ) DAYS AFTER FINAL GRADE IS REACHED. IF DISTURBED AREAS OR STOCKPILES ARE NOT
w Mur oc N.A., moo ARAN. cAcooL BROJOHT TO FINAL GRADE WITHIN DC DAYS
WASHOUT PROFILE RECDISN 9 NCE. TEMPORARY TF TINITIAL
STABILIZATION MEASURES SHAM BE REQUIRED. NO SOIL STOCKPILE
_,.I� �e I
tt
t T -v
P " "'
auE Ere
F M`NAPROPERR.S,
o crAfre.77.4.
oars w-xw
M w ..
+,+[M
mNn
,mm
,
vx,re-s,exe\sa, x,szmaero sxxnasmartcr
coo! r,uw
P°R "'M'rN
io
d..
r
r.
'J
e
S
a NA
0x00 ruava,
10 OE REAM, OF MRS AT TNE EX, Of SHALL EXCEED TEN (-0) FEET IN HEIGHT ALL SOIL STOCKPILE SIDE SLOPES SHALL HOT EXOLMD A
SLOPE x4
^1 ALL STORM SEWER INLETS SHALL BE PROTECTED FROM ENTRY ar SEDIMENT LA^_EN WATER.
wno BAB G NOT AN ACCEPTABLE FORM OF EROSION CONTROL.
I
_
a. we . AD NA NOlAN WA SO OW DUN M+S EUTTED
!RAMC�1 SrNCTION OF ALL EROSION AND SEUMENI WNTCL BM SHALE. BE REOURFD AT TILE END OF
rth'cl'DOOM with3 Ceps Pekes EACH DA"S WORK WITH NECESSARY MAINMNA. CE AND REPAIRS PROVIDED IMMEDIATELY. THE
OE`TR A BE REPAIRED .
7X4 NOtcli f0 BHAIDR SAMANT SHALL, AT THEIR', DISCREngN, FEW:RF. ANY EROSON TA,
Sipe VIC Pm SR OIB ADY,I Tv NA RdM1DIt WOTIALEO, TS FOLTED, MODIFIEo, OR REMOVED. TEN Te SHA, BE COMPLETED MTn1x 5
WORKING DAYS FOLLOMNS ACCEPT OF THE WRITTEN REQUEST FROM THE INSPECTOR. ALL PUBLIC
NA
€
W�. �'I(� M
RIGHT OF WAY POLLUTED WITH DOT, MUD, OR DEBRIS SHALL BE SWEPT c1EAN AT THE IND OF
EACH DAYS WORK OR AFTER STORM EVENTS, AS NECESSARY. ALL TEMPORARY AND PERIMETER
SILT FENCE INSTALLATION EROSION AND SEDIMENT L MEASURES MALL BE REMOVED AS SOON AS THEIR MINCTION
1-800-922-1987
IF.: HAS BEEN 'LLEA0 SEDIMENT TRAPS/BASINS SHALL BE CLEANED AND EMOTED. OR STABILV.m,
ATTACHING TWO SILT FENCES WHEN U TR. AREAS ARE PERMANENTLY STABILIZED. THE SITE CONTRACTOR IS
RESPONSIBLE FOR RCPERL DISPOSING OFF ALL SILT FROM TE F 1T S NOT REUSABLE ON
f.�'�' SITE.
—�
PLA0TAXCM
en IV NI
°Mrs'-------
NJAN osA
Y unx anewc
tE
,A;�
NT
II
`
) SHALL - EM BETE NIA A IT FOR THE LDC STADIUM R S AND FILL
� '� TILE LS AND THE COVER ,, CX'OCED
OLU ENi OF R.PERMANENT T MANAGEMENT
'- E5 VOLUME
SOLES DEFINED
waNs orm SGLAS .2"MUL THE NUM). WTI ME3^_Gt53RUCTON BE.MANAGEMENT PRACTICES,
ER Dm SECTION 33 "MULCHING".
gio
A.1 Pf p0 00 ---- ix7 _ L CWST000TI0N SUPPI ICS QN NHCOA USED OR STORED ADN RHO MUST BF a5POAOO OF
,,„..Arzwu FIRST PROPERLY AND MUST MST ALL f.PPUCABLE MATER AL SAFETY DATA SHEET LRIIERIA. M. 4 E
THE STATE WATER PERMIT R MAY SE UAME ANY DONS
POSEIE eo� RESULTING FROM MME ACTIONS TAKEN BY SITE NTRACTORS. SUBCONTRACTORS. MANiT_NANC£
/ CREw5, ESC.
TO
RIPRAP DETAIL
DRY LAND SEEDING
Soil preparation, fertilizer, seeding, mulching and mulch fackifier will be required for
disturbed area an site which ore not surfaced. The following types and rates shall
be used:
7
v
u
AL
u_.
Y
0.
a Tr
Q
a
`
Y
T }
0.00000 MAAESAL
f` "j PR.b,V °FRI.:FWATa5
Lo IN f} t
�'�� R _
tA, T+ENcx �_
EROSION CONTROL STRUCTURES
DETAIL 1
_
"''
SCALE: N.T.S.
COMMON NAME BOTANICAL NAME
L85 PLS/ACRE
SLOPE AND SWALE PROTECTION
...9: -.!k!
s;
es �T €
Blue Drama v. Hachita �
Saltgrass
Western wheotgrass v. Arriba
SideO°} grass Y. Vaughn
S 9 9
Sw tchgrass v. Nebr 28
Prairie. sandreed v. Goshen
Purple prairie clover v. Kernels
Scarlet globemallow
Prairie coneflower
Little bluestem
Fourwing salfbush
Coreopsis
Winter wheat
Oats
Bouteloua gracills
Distichlis strict°
Pascopyrum smithii
8oubolouo Ca N endule
• P
Panicum virgatum
Calamovilfa longifolia
Petalostemum purpurea
SpLIea cea coc n
Ra1ibide tibida pinnate
Schizaohyrium scoparium
Atriplex canescens
Coreopsistlncforio
Aestivum frificurn
Avena softy°
1.0
1.0
6.0
3.0
2.0Al
3.0
1.0
0.2
0.2
2.0
1.0.
0.2
3.0
3.0
. . ..
WATTLE. DIANETER,
SEE NO.E -
t /
/
SEDIMENT
3/4' wer
ST�K E(TTYPO
(
ssoo
71
TRAPPING AREA (TYPO d
WOODEN
P JOINT
— ALH DUN
.TARE LExGii' N'
.:-" LI PI AN VIEW
DAIRY TECH
USR18-0062
DETAILS
p FVATIOVW N W
t
SCARE
11
0 0W 0t G
_
f. WerALL NAME'SAONO OovTWRA POLL LORI OP SLOPE
w OR OOTENT OF SHALE
Y
DI D WATAEs MALL OT WSPECIEO F.,. TO Y AND (THEY ROAM
z TIITMTaCRLUNE„T PHODUCENTRENCHED A PANFUL TO ND IN ONTACT Al. THE THEY R°4Mx
e. ,nee sr +EswMAEr BE USED TOR 0001Ax Nr w000U.DTOSD
TOTAL 26.6
Drill seed .25" — .5" Into the To il. In areas Inaccessible To
SEEDING hand place at double the above rate and rake .25" — .5" r into the tapsoli.
MULCHING APPLICATION: 1 1/2 tons certified weed free hay per acre mechanically crimped into the
topSOII in combination with an organic mulch fackifier.
•.
WATTLE SPACING TABLE I
000000 ""G 59QUE5' M
4. NSTALt WATTLES SNUGLY INTOTE TRFNOI (a'DEFA). ASUT
qxr w.Tncs nASTL END TO END. Tx'NIAT
( SLOPE TYPE ! HAXOWN SPACING' n\ALAFRS THE ENO
1-800-922-1987
LOLL SVALES I BO FEET
DIANE. PON SMPEs, M. LAO
yywp n
,4�1 SLDPF.. (IR T' AO FEET _
VANE.. FOR SWALE,
NT e
CONCRETE TRUCK WASHOUT PIT
'z°,$, INLET PROTECTION
,' AD' TY'R PROFILE
3f 1
Ix
SEDIMENT CONTAINMENT GERM FOAM R\
L.� 4 PIT EXCAVATED MATERIAL ` 1G FEET SQUARE '
ADTTCM MIN.
ALL
CCNCREif. TRUCKS
WASHOUT HERE
SHEET
I
7
7 OF 7
NOTES, �'.. eKEx v. Ma esPMm a PREISAt. sre PEwsLe� sAre. "51�+ z Tan x 3 S.. 10 KER1 ORM. OF ITS LOCATION' wide1 SET COYSACTE TO BE
I. SANDRA, LIE SPA IV SURFACE MAY REWIRE P. VTC PAD MO FEDERAL Loom on 4' Toll Peal, 8"K2"
PAM
\\ TO Strom STREETS MOM ',RACKING of ME Lettering
Us IML BE P c UOVUI
ufir nu lgt
CErnEES moM '> .. xt. � 'I 'C�'
5. R ED IA:ENT AND gr REPLAN.. `BEREMOVED NUISSTORANCE EwATERf°0 ._-,,, 5_arg
4. BAIN Of INLET OAT 0000E PROTECT., Ir RAOUEOr TO
CROSS-vD� eau n.ans.
EROSION CONTROL STRUCTURES
DETAIL 2
ADN CA. 383-01
SCALE: N.T.S.
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