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OFVFLOPMFNT STANDARDS:
I A Silo Sp and U USR19-00x7, is for any Use P.
y c Right. A pry U. a Ilse by )cialp Review pP Permit,
in the Commercial o Industrial
elriclae(c11.20ial Nuking b e (3) 1 ka) p e property Isrn lot inon
approved a corded revie plat or with
rat a map
n filed (prior nto adoption of a regulations
oonfrollIng aubdmlelane In dittye w (Agricultural) Zone DpMef.,plsubject to the Development Standards stated
USE BY SPECIAL REVIEW No. USR19-0027
LOT A OF RECORDED EXEMPTION No. 1053-20-01 RECX16-0160
LOCATED WITHIN THE EAST HALF (E 1/2) OF THE NORTHEAST QUARTER (NE 1/4) OF SECTION 20, TOWNSHIP 4 NORTH,
RANGE 64 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO
(COVER SHEET)
2. Approval of Ina pion may creel. a vest. properly right pursuant M Section 23-8-10 0l Ine Weld County
3. ThehoursAloperation ore twenty -lour noun oday, Monday - Sunday.
4. numemployes shall up application 5. Ale 140. of adnerae to Cnaplee 23, 16,iste IV, aDla.loo 2 ands Appendices OS-C,materials.5-0 and 23-0 of Ib
10.10 i County code.
5. Th. proposed screening on the elle shall b malnlalned in accordance with Me approved Screening Plan.
15210 and solidea (as defIrted in 1he Sold W.I.cI Sites oncl Facilifie. Act, Section C.R.S.
0301 20-100.5,) shall 0..101.9 no nmov.d far final disposal In a manner that protects against surface
and groundwater contamination.
0. Nes.n . lo Include Mose wastes
specifically excluded from the lo definition 01 a sowael. in the Solid W.I. Disposal pSilas and Facilities Acl,
9. praoerh Own. O hawse b bI. r controlling noxious weeds n Ine elle, pursuant la
p 5, 02121, I an0 li 01 rlhe lo 000010 cod.. ro
NI The assets
l. g siteshall be maintained la mitigate any M.o.. to the public road, Including demo..
and/or oll-til
11. Then shall be no corking or staging of vehicles on public roads. On-elle parking ahmll be utilized.
tz. m ad g -01- 0up? r .4/61 .52 l0 nLI ennm.nt unh dpnl.-el-ear or easement anon "0"10"5
13. The historical flaw pa erns and runoff amounts on the site will be malnlalned,
14. Weld County is nal responsible for Me malnf.nance of on -site drainage related features.
1 shallber the controls fugitive d
emissions, b of manner
The
a uulperagell in
plan drill be tlner.tl roe ' Article 1, of ins Weld Couunty Cee. m. accepted Dust one Waste Management
1 should attempt to rmp.rh. v.a. On the property .flute a p r with M.
Colorado deb allly Commission'. of lane,
17. All potentially hazardous c er.. must be candled in a safe monner in occordonce with product
Ail pe stared secure, an on Impervious surface, antl In accordance wIM ma manufacturers
reommendvl. .
p 01 to Tr:!Tit c 1 Waalawal.r 05.atmoal S must p Y 115 6l p Mons of Ms W.10 County 060..
yatems.
I tlogtyu • tl allkltss7 p anent, a0puatac wafer pp y pall b p itl.tlp for drinking and pnl ry
20. For lull lime em.0contractors ortable•far less than hvo toilets a bottled waterconsecutive
a ptabin u lath and
two
(2) au
r less
omple0 0,211ords a proper disposal for residence
quamry ba on cup d County Department of u Public toilets
Htealth shall
ande Environment.
Portable foil. shall be x ouml.• contain cad caninzen and be
agreed from existing, adjacent residential properties and public rights -of -way.
tat
21. 51,10
oCerabe.hncomply with all applicable rules and regulation. of slate and federal agencies a. Me
22. Sources a light
hat all b one directly
irehe tldcolmpdlacent p urges
of light shouldroperties in accordance with
the map. N cause a nuisance or Interfere
light with
use
light sour.1001200.
operetor. of motor vehicl. on y a used which y be
confused with, or construed as, trafficc
control devices.
23. Building P be required an new [lion or manufactured structure. per
29-3-10 o Wald County Code.tlAe Building Perm op...on must s a completed
m pleted and the lm d o
icolionand 0Yaes sholl Cum.ntly, In conform
n . 0..y requirements
4003194 by Wald mCounh: 2018 pin 9 Buildings
Codn.
2006 In EI.195 Code, 2 al 51.010001 C County Code. A
plan review shall be approved, and permit mud be issued prior. Ihs siert of construction.
24. pperiy owner or agerotcr aM1 responsible for complying with the Design an Operation Standards
of v er 23 0l the Weld [aunty 044 .
25.Nacessary psnon m e Weld c unh Depo,m.nta ont P c H.oltn
"-ter? pa Imbe lB rd to me
activities ln a out o pert me C comply with the Conditions of Approval and Developnt Standards
slats onand all applicable Wald County regulations.
26. Tree Use by Special applicable
.W. o tmxn lo s foregoing
County .m plans or Development
Stange r220,9 Cll rpulraulln x by tha Weld
unh ao of she.
c approval
ndrb lore
p rose. Any other change. Commissioners
11l.tl en IN office of Ine from
ct of Planning Services.
PROPERTY DESCRIPTION:to, A, Recorded Exemption No. 1053-20-01 60. recorded February B,I 2017 as
Reception0.11 (a County lClerk and Recorder, cued in
Eciet 011 (E 1/2) of 71ne of
W..I Weld
1/4) of Sullen Twenty (5 20). Township
Four H NorthµT 4115, R Sixty —Four West (R haw) of IneSixth nfalm Principal dean (6th .M.),
aunty of of Colorado. So a a land ca 3.14 Acres (Gross) and 3.00
Acres (Net), a ore or less. Zoning: AG p
BENCHMARK INFORMATION:
NATIONAL GEODETIC SURVEY (NGS) BENCHMARK
DESIGNATION: F 414
PUBLISHED ELEVATION OF 4611.18' (NAVD 88)
TABLE OF CONTENTS OFVFIOPMFNT STANDARDS CONTINUED'
COVER SHEET
EXISTING SITE
PROPOSED SITEPLAN
GRADINGINAGE PUN
AILS: OUTLET STRUCTURE d OVERFLOW WEIR
DETAILS: RIPRAP
STORMWATERMANAGEMENT PLAN (SWAP)
UNOSCANNG PLAN
ANS
ACCESS ROAD SIGHT DISTANCES
SECTION 20, TOWNSHIP A NORTH, RANGE 64 WEST
VICINITY MAP
. 1000
PROPERTY OWNERS WITHIN 1/2 MILE RADIUS (01/17/2020)
JAMES, BETTY J. Zs MARVIN L. 105320000027
LONG, IIAMMERA L. d STEVEN M. 105320000029
3 CITY OF R OMFIELD 105320000009
HIGHLAND, PHYLLIS K. d ROUND L. 105320000005
5 GONZALES. AKITA K. 105320000024
SHIRLEY A. t WALTER F.
MARTINEZ. SANTIAGO G.
MILL, DEBBI d DARREL L. 105320100014
SUSANNAH E. d JAMES R. 105320100034
e LAURIDSEN. GARY 103320100032
HIGHLAND, JULIE
GROUSE, AARON L. R. 105321200007
10 SATER, PAUL 105321300008
11 NSCOOLVIN M. 105321300006
SAPAUL
12 DE U CRUZ. EVERAROO 105321000034
13 SCHWINDT, DOUGLAS 103321000035
14 NLERT, CHAD M. 105316000030
15 NANCY J. 105315000037
BAILEY. NO
16 MCREYNOLDS, LAURA J. ts BRUCE 105316000029
17 ADAMS, ROBBY If JENNIFER 105316000028
18 SSON, IRIS k DELMER105316000023
19 CAMPBELL TAWNY L 105317000023
20 NAMAR. INGRID105317000022
21 SCHWINDT FARM, LLC 105317000019
22 CITY OF OMFIELD 105317000012
23 SCHWARTZKOPF, TERESA L. 103317000025
CARPENTER. CHRISTOPHER
24 ALBEE. MARY E. 105317000024
25 SANCHEZ. ISABEL It JOSE 105317000001
26 PERKINS, RENEE A. TODD R. 105317400002
27. T TO EXTRACT MINERAL RESOURCES STATEMENT: W County ho mUnde bunde.resources. including. 01 Colons. Revised Statute.. of n I, moo.o(.1 natural
I N. coal. pela mineral
are essential slate'. ethe
l y:m(0)vM unties .tow.
face s a 0,7102ll shortage of such
nand 1(o)nsu deposits should b ract.m ac h notional p calculated to avoid Lem.
' deposits nanea a M. le disruption lot 0s ecology on
of the least
practicable
resource locations a throughout 1. Me
and
parson moving into Mese areas must recognize Me various im c.. widespread hrMis development. Offen
limas. mineral resource d geophysical Ito.... Moreover. these
M
resources ore protectedproperly arefixed
and mineral owners should be afforded IS. file opportunity lo extract the
mineral resouru.
28) WELD COUNTY'S RIGHT TO FA Weld County is most productive agricultural unless In
rated Stoles, typically ranking Me
In uagricultural the
product. sold. aunty may bepopen an spacious.
but
alare .intensively used
for TPar. .l moving minto�atl rural area must Including
agriculture.
witty In ondlnq a ae lower level of services
ono w • drawbacks come and
dwellers t than
ral areas:
views, spaciousness, wild., k that city attract
0 and the rural way of
Without neighboring rms. Mon features which attract urban dweller. to rural Weld County would quickly
Agricultural users Menge their long-esiabll.h.d agricultural practices
to modathe In rural a Wall -run agricultural a 110. will
rat: aaina urban
eminmela and.
roads: dust l from s, field work, harvest and a gravel r silage
and frompditch burning: flies a mosquitoes: hunting da d trapping a outing
sporls,ulegal hosingofnu wildlife: an of pesticides and and
In tlruvlfie.. Including Ih.
u. of medal cup nuisance
agricultural !JON. aaccumulation of
agricultural machinery and Ieau.1, to a 01.261 agricultural operations.
mat.. often prod.. AOl la ual disparity b
County.
Section 35-3.51102, C,R.S., provides M on
public or pMate nuisance If the agricultural a alleged to agricultural
b pa nuisance llemploys methods or
practices Mal ore commonly or reasonably associated with agricultural praducfian,
Water hos been. and continues l0 be. I5e agricultural community. assume
Met moving ditches
.nd Cunh.roirs may o properly owners .0. a. b elsidentsvt of way. of residen.1 m Mey c wafer
unrealistic irr9 irrigation
di... lakes, or al .r structures, unlen y have an adjudicated rig topi Me water.
Wald c vale covers
an) wl0,umof re approximately
cad ven hundre0 ((33,700) miles Iiles n the slate end
to size
of theunty
roods o Itlde of
municipalities. three
of the area to be served stretches
reaouroes. Low enforcement b responses to comp.. more than on patrol. of vtne available
cad
dlatoncn which m slay all
• protection is mu tr lobs and
to ..pond to County p M. a ad.d, will not
prorloea lh oulance. and fire. f cur sexpected from paved road.
from not b red for several days after
major riorities mean Malmo.
rural ore.. In arterials
will n equivalent to municipal services. Rural dwellers meet, W neceesih,
be more sell -sufficient Mon urban dwellers.
People are exposed o meguip^t hazards irrigation ditch.. ditch.a50 4,090 or
suburban salting,
Farm
4 nter pivot
M1ighequipment a. ulp traffic, so n. puncture vines, to
burning operation.,
pnesnt real M cane actglfiesris Immportant. dot only r Melr safely, but also
for. protection of the mrmers livelihood lid
BOARD OF COUNTY COMMISSIONERS CERTIFICATION'
This Is to [edify Mot the Board af Caunly Development
Commissiaonp 71.12 Coupe. a olorado. tl
R.vl herepr and1inn and adopt this Site Specific Deva p nt Standards as shown and.s6ribed M1ereon 1.p se y Special
Int. 30RH y of Mtrc15 ___,
Cnalr, Board of County Commit an
ATTEST: 40.,7 w
Weld County DN. to. Board
Deputy Clerk to the
oaten: 03/30/2.=
PLANNING COMMISSION CERTIFICATION
This Is la certify that m e mot c Planningunty mmisssion Commission
Wel0 going c dose
hereby recommend
n dt7 Ib Slte elopment Plan Plan
a�a 'IL:7,V w Idi ..asmmara: as .nary cad .e[ m.np
this � S dgy.,ofR 4 ,a20L.
Chair, Weld County Planning Commission
PROPERTY OWNER'S CERTIFICATION
e<111[
Dev.lom ca4,0.031911.0
Plan ndluU p ye5paciolpRUMwd Slanbrde os tlescribade nereon3ihl.
do, a, M4,-,4
9^°lurr�
20.a0 .
scx o 61/;1,45
_. �. ItIfrJeaN-5
comm.un:cot-;on 5
5fe/20
8
8
2020-1267
PLoVCo' 3
FRit
in XI41C47NN41M1hl�¢N7AFliklertf'}IWL101xt II III
LEGEND
▪ SECTION CORNER AS DESCRIBED
▪ = QUARTER CORNER AS DESCRIBED
+= CENTER CORNER AS DESCRIBED
— N@tl
= ROW
= SECTION UNE
— — — — = EXISTING MAJOR CONTOURS
ARU3' = EXISTING MINOR CONTOURS
4704(_• —IA! = EXISTING SPOT ELEVATION
Q = SOIL CLASSIFICATION MAP SYMBOL
—r. —.. — = TIME OF CONCENTRATION PATH
PROPERTY BOUNDARY
= OVERHEAD ELECTRIC LINE
= EXISTING DRAINAGE FLOW
EXISTING FENCE LINE
= OVERHEAD ELECTRIC UNE
= WAfk) LIIJt
1 INFAL UNITS STATEMENT
All lineal distances ore measured
In teat ond decimal feel unite.
OFNOHMARK INFORMTION:
NATIONAL GEODETIC SURVEY (NOS) BENCHMARK
DESIGNATION:
PUBLISHED ELEVATION OF 4611.18' (NAND 88)
USE BY SPECIAL REVIEW No. USR19-0027
LOT A OF RECORDED EXEMPTION No. 1053-20-01 RECX16-0160
LOCATED WITHIN THE EAST HALF (E 1/2) OF THE NORTHEAST QUARTER (NE 1/4) OF SECTION 20, TOWNSHIP 4 NORTH,
RANGE 64 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO
(EXISTING SITE)
ACCESS EASEMENT'
CENTER LINE
POOR OF
ROAD
EXISTING DITCH
ACCESS APISBO.179
/1
—ROAD RR:HT.OF-WAY
ISOUGIERNIIALFI
PETITION ITN ROAD
Ex IISAUNRIGHT
-01 WAYI PER ROAD WK 3 PAGE 4311 MA/Id,
APPROVED PFR ROAD BOOR 3 PAGE 346
i
I x x x
702 B'
Tr PA3H3 ENO To PAI
INAG
PATLENGTHH Ao.UH i
°11147fsga; SOIL PIINITBYMOOLNN
Idol SITE- VONA LOAMY..
N
25.02
TO PAT,. S'I'A
l0 P'- Ze Ru1<E R.D,WFROM
SITEBENCHMARK
PUOND.DPL'.JT16X-RENT
Only. 8%
IUo^A DIFIONAL FUTURE
RDRIGHT-OF-WAY
4]ICS'
, PATH
START
S 004
''F=AGS
SLOPET=369MS,R
LENH
\
NI- DEDICATED ORO. RECORDED ND6A -
.1412763R pA1 r.D sau
is
LOT A OP SAIN 3.a6 ACRES {GROSS)
EI) E�
HISTORIC
To DRAINAGEJ
[140TH— 444.13'
=39'
SLOPE= OVA
4710 t'
Yc NATAL
N1
SOIL CLASSIFICATIONS OVER PARCEL OBTAINED FROM WEB SOIL SURVEY/NATIONAL COOPERATIVE SOIL SURVEY
MAP SYMBOL
SOIL NAME
SHALLOW
EXCAVATIONS
UNPAVED ROADS
LANDSCAPING
0ORROSION 01
CONCRETE
CORROSION OF
EEL
SMALLL COMMERCIAL
U DINGS
PRIME FARM LANG
(IF IRRIGATED)
HCCDROLOGIC
IL GRDUP
73
VONA LOAMY SAND 3-5% SLOPES
SOMEWHAT LIMITED
NOT UNITED
SOMEWHAT UNITED
MODERATE
HIGH
SOMEWHAT LIMITED
NO
A
6
v
P;;60Bi iiwr�at&nitFirgikira i U I
LEGEND
+= SECTION CORNER AS DESCRIBED
$I = QUARTER CORNER AS DESCRIBED
} = CENTER CORNER AS DESCRIBED
PROPERTY BOUNDARY
N — EXISTING FENCE LINE
tl o = PROPOSED FENCE LINE
= ROW
= SECTION LINE
= TRAFFIC FLOW ARROW
El= TRASH ENCLOSURE
= TRACTOR TRAILER PARKING
®= RESIDENTIAL PARKING
u = EMPLOYEE PARKING
= GREENSPACE/LANDSCAPING
= GRAVEL
= CONCRETE
PRAP
= ASPHALT
3P
SCALE/'.Td'
LINEAL UNITS STATEMENT
All Ilneal isL7:-7.7.7=7
In feet and
USE BY SPECIAL REVIEW No. USR19-0027
LOT A OF RECORDED EXEMPTION No. 1053-20-01 RECX16-0160
LOCATED WITHIN THE EAST HALF (E 1/2) OF THE NORTHEAST QUARTER (NE 1/4) OF SECTION 20, TOWNSHIP 4 NORTH,
RANGE 64 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO
(PROPOSED SITE PLAN)
FLARED EN
LaRBEc NIIUE ID
C )
{SEE SHEET i)
PROPOSEDTENCE
OUTLET STRUCTURE
T
5)
WEIR WALL WI'IN
RELEASE STRUCTURE
(SEE SHEET S)
FLARED END SECTiON
SOB. RIPRAP
IH(SEE SHEET 3)
REMOVE OR RELOCATE.
EXIST'IN'G FBNC
CENTER LINE
I I
H y
A(.CE56 AIGD W'!Y� •I
SOIL WRAP
TYRE "VC`
THICKNESS.. IT'
TITLE GUARDS I2' X 2V
NMANENI''RACKING CONTROL
FP. SHEET In)
OW —
TOP OF N
BOTTOM OF RI,. L)
NO BUILDING/
WORTH)
POND
WORf
.I.I. SI II.W, N 5)
FF WALL
(SEE ISHEET 6)
MERGENCV OVERFLOW
LLWAY NEE SHEETS 5 R 6)
ELEV.4T064'
AG
TF)U0CEYLENNUIR
(SEE SHEET 10)
SOIL
TREATMENT
AREA
SPP IYW
25.0' SETBACK PROM
I
F'OUN00(IPC 37,0-Li6NT
III ADDITIONAL UNE
EXISTING
-ROAOIUGH'I'OP-N'AY
(SOUTHERN HALF)
WELD. COUNTY ROAD. (MOPETITION TOWEN ROAD ISIWAY)
PER 00ADHOOK 3 PAGEGG0 (la/4)IO61)
APPROVED PER ROAD BOOKS PAGE Safi
PARKING TABLE
_TRACTOR TRAILEWITP)
OTEB (EI'1. Ill's ^_O'
DE
vtii EDGe FCATPLEGUA Enos
ON
SEPTIC)
PROPOSED alooanny
WOW:ERMA ICI' X 12
CDR, UDS. ETC) FL
RE5IDENCE(RP), 0020
OSTENTION POND INFORMATION:
TEN POND (NORTH);
OF POND ELEV. 4]05.4'
BO* OM OF POND ELEV. 4701.;'
DESIGNED
VAR16 TIM, CF
SIFEWNOT GREATER THAN 3:1)
DETENTION POND (SUURN':
ROI-MOE POND ELM -0700Y
DESIGNED SIDE SLOPES: VASES (NOTAREATERTHANS:I)
BUM ourrcriorg PONDS 'NORTH AND SOWER,:
DESIGNED VOLUME: 18,174.2 CF
REQUIRED VOLUME: 15.752 CF
[WEN U.]99 CFIF 1110y,, VOL 01953 C'FCF(15.aYe)
=I5.]52 CP, OVERSIZED BY 0AR.CFR 01 )4 CPSWC1
MAXIMUM ERE LEASE RATE
EXISTING FENCE
FENCE
5XISTNO FENCE
CAST OF PROPOSED FENCE
RASH ENCLOSURE
HIGH POINT
LINE
OM PUMP
SEPTIC
PIT TO TANK
NK
OFT STATION
100E SHEET 101
DOI.LARD. STY
(SEE SHEET ICI
MINOR. OWTS AIR
PERMIT REQUIRED IFOR
LIFT STATION INSTALLATION
MA, JOIN I Arr. D UTILI
ELEV 4]061RECORDED LNDEn
RE 0,1101,12]6877. DATE 218/201)
OhIS
VGRT
9NEEf 4)
TOPOP Po
NO IN DETENT ON OC
FOND
ynstaanrio
(TO BE DESIGNED BY OTHERS)
DOUBLE (SEE SHEET 101UT
MY DOUR
Ie WIOE (MA%.)
AREA ALLOCATIONS
ASPHALT = 759 SF = 0.02 AC = 0.58%
GRAVEL = 45,687 SF = 1.05 AC = 34.96%
CONCRETE = 1,380 SF = 0.03 AC = 1.06%
BUILDINGS = 4,536 SF = 0.10 AC = 3.47%
LANDSCAPING = 78,320 SF = 1.80 AC = 59.93%
OPAL NET AREA= 130.682Sr AC= 10048
I WHEW PROPERTY BOUNDARIES AND EXISTING R.O,W.1
EL
DETENTION POND (SO fl'HI
TRASHRECYCLING BIN
6.V X20.p
CONCRETE APRON
Ell' X30'
(TO BE DESIGNED BY OTHERS)
BERM _.///
ELEV. 4706,4'
J
VIIIIl1iagiciARh'MhWYalk iIIII
LEGEND
tlTr = SECTION CORNER AS DESCRIBED
I$= QUARTER CORNER AS DESCRIBED
}= CENTER CORNER AS DESCRIBED
— PROPERTY BOUNDARY
N % — EXISTING FENCE LINE
O e = PROPOSED FENCE LINE
OW
= SECTION LINE
— — 706'.— — = EXISTING MAJOR CONTOURS
= EXISTING MINOR CONTOURS
diNN'�—= PORFOLEU YXJdR C000OURs
9304 = PROPOSED MINOR CONTOURS
0056' —NS = PROPOSED SPOT ELEVATION
—c. —,_ — = TIME OF CONCENTRATION PATH
—LBOX. = PROPOSED SLOPE
1= RIPRAP
A= DESIGN POINT
— — — = SUB —BASIN BOUNDARY
DRAINAGE BASIN SYMBOL
lI II TS STATEMENT
All FIeel dIstances are measured
In feet and deelmal feet unite.
BFNFHMARK INFORMTION^
NATIONAL GEODETIC SURVEY (NGS) BENCHMARK
DESIGNATION: F 414
PUBLISHED ELEVATION OF 4811.18' (NOVO BO
USE BY SPECIAL REVIEW No. USR19-0027
LOT A OF RECORDED EXEMPTION No. 1053-20-01 RECX16-0160
LOCATED WITHIN THE EAST HALF (E 1/2) OF THE NORTHEAST QUARTER (NE 1/4) OF SECTION 20, TOWNSHIP 4 NORTH,
RANGE 64 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO
FLARED END SECTION
WEE SHEET 101
IS" IMP CULVERT
LENGTH SSW
SLOPE- OM,
MIN. IA COVER OVER PIPE./ 2 CCESS EASEMENT AP16 009]0
01.
47
PLARED END SECTION
SOIL RI MAP
-12^
THICKNESS
HWEE: SHEEPS)
EMERGENCY SPILLWAY
SOILS PRAP TYPE"Vt^
1"_ 6'
(SCE R11LEESS
IIAO tinl
ACCRSSAPIGnwO0'�
\
/1
SOIL RIPIMP ;
TYPE WM l
ACKNESS-12"
05 SO
PN .11
OEfLTTIONPoND
CJCRTxI
L 1-
SLOPE- OW:
SEEM
__PATHd
ENURE ROAV.
`SIZE eENeHMARI(
.RENT
471 4P lNAVD BSI
ROAD SIGHTOF-WUn
AY
EXISTING]A'
100001110P°.RNIIALEMAY
1uROAD.
(EX'SI'ING600 RI00 00OF-WAY)
PE DOOM TO OWN ROAD
APPROVED PEN ROAD BMW, OVPAGES.
(GRADING & DRAINAGE PLAN)
-0000 \
171. -CA111.
LIMO. 6I.V
e-06.401IIBUARASINS
,C NB 4 ' V9VIIRT
PAT
PROIMSPO 1 MOM..
!MAUL SM., Er%x7'
OWLS 1MIIMUM..-
DETENTION POND INFORMATION/
DETENTION POND (NORTH]: TOP OP POND BOTTOM OE PONDVELEV. MIA
DESIGNED A CFSIDS SWPBM VARIES(VIII' GREATER THAN HO)
TOP OPTION POND PO
DESIGNED BOTTOM VPoNMct SVIeen CT
SIDE SLOPE'S. EAMES:NOT GREATER THAN 11:3)
BOTH DETENTION PONDS WORTH AND SOUR,
REUIREDnLIIME, 70OOL E
(I ULCV LL70SCP)+1110„ VO'itiLvzd ECF'15.T52 DPI
MAXIMUM ALLOWABLE APPROXIMATELY
II5.9w.1
0.90 Cis'10.119 CHWAM
TU PATHS?kJ STA
DEVELOPED DRAINAGE PATHS' INFORMATION
LENGTH =MIA'
SLOPE=TM,
DEVELOPED Te DRAINAGE PATH 2:
LENGTH ]03.1]
'LITZ= TIM
DEVELOPED TV DRAINAGE PATHLENGTH = 31
SLOPE= TIPA
DEVELOPED, DRAINAGE PA/11.:E
HISTORIC FLOW VALUES
20 11' CHAT ACCESS ANC Unix,
MRS, .353.11IN1 DEDICATED PER
fLEV. N7IMA' A.11,11. RECORDED UNDER
RtYLIIRAN aa.76H77.DATL0.0_.42C17
NO W DETENTION POND
DETENTION POND
DDE HI
\\A
IMO UM CPS ` 0 0FS(O.134 CPS/ACRE)
-U V0 MADE EMS3ACRE)
DEVELOPED FLOW VALUES
O1 nEea.0101 I RA CFS 10.639 CVSIACRE)
O,e Oernwwa `1.097 CI'S .000 CT&ACRE)
„w.'7 9I' CF. PAM CPS/ACRE3
DSVELOPLD
Tc DRAINAGE
PA lll2
T3 PATH)
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VIII RN�AYdq df M'S NJaMA1 H17h'IAMtlIIYViI kW Bill
LOT A OF RECORDED EXEMPTION No. 1053-20-01 RECX16—0160
LOCATED WITHIN THE EAST HALF (E 1/2) OF THE NORTHEAST QUARTER (NE 1/4) OF SECTION 20, TOWNSHIP 4 NORTH,
RANGE 64 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO
(DETAILS: OUTLET STRUCTURE & OVERFLOW WEIR)
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DESCRIPTON: TRASH.. (SIDE ELEVATION VIEW)
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VIII �146'N�•'i��INR h4t'�VI8:47t,�>dhB�Y�dId�IWtV� � II I
USE BY SPECIAL REVIEW No. USR19-0027
LOT A OF RECORDED EXEMPTION No. 1053-20-01 RECX16-0160
LOCATED WITHIN THE EAST HALF (E 1/2) OF THE NORTHEAST QUARTER (NE 1/4) OF SECTION 20, TOWNSHIP 4 NORTH,
RANGE 64 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO
(DETAILS: RIPRAP)
EMERGENCY SPILLWAY DESIGN
10. an CBMRH aIR0OAC m,MRAA, , B,e,KAB,,Y.ASSE,,We1
Checked by:
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Protlla. Cross Sections and goantitles
SLOPE I.
SPILLWAY/MM. WALL DETAILS
TOP OFTUTOPEWALL
J
BRIAR DESIGNATION
. SMALLER THAN
V. 512E BY
WEIGHT
INTERMEDIATE ROCK
DIMEN0N (INCHES)
'se (INCHES)
1
TYPE VI.
50 - /0
-on
4
5
2-•
15
TYPE L
X50
TYPE M
100
50 - )0
J5 - 50
i8
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2-ILI
100
1,,H
SO - YO
35 - 50
2-•0
B
B
•Om. MEAN TOON SIZE
SLOPE IS%
TOF OF WEIR
IAP
INVCIN ELEV.=4]03.0•
WV. OUT ELEV.=4102X•
=MT
LENGTH=SLOPE l.uear
Clfl'OFF WALL TO IMMO
TINTO UNDIMMED..
SOIL RIPRAP NOTES:
ELEV.4TmGRETE
CONCRETE
ME
MeV 4101.0
NTO HNRIRFYRHW 191h
ELEVATION TOLERANCES FOR NE SOIL RIPRAP SHALL BE 0.10 FEET. THICKNESS OF
SOIL RIPRAP SHALL BE NO LESS THAN THICKNESS SHOWN AND NO MORE THAN
2 -INCHES GREATER THAN THE THICKNESS SHOWN.
2. WHERE 'SOIL RIPRAP'IS DESIGNATED ON THE CONTRACT DRAWINGS, RIPRAP VOIDS ARE
JO BE FILLED WITH NATIVE SOIL THE RIPRAP SHALL BE PRE -MIXED WITH THE
WIVE SOIL AT THE FOLLOWING PROPORTIONS BY VOLUME: SSPERCENT RIPRAP AND
35 PERCENT SOIL THE SOIL USED FOR MIXING SHALL BE NATIVE TOPSOIL AND
SHALL HAVE A MINIMUM FINES CONTENT OF 15 PERCENT. THE SOIL RIPRAP SHALL
BE INSTALLED IN A MANNER THAT RESULTS IN A DENSE INTERLOCKED LAYER OF
R1PRAP WITH RIPRAP VOIDS FILLED COMPLETELY WITH SOIL SEGREGATION OF
MATERIALS SHALL BE AVOIDED AND IN NO CASE SHALL THE COMBINED MATERIAL
CONSIST PRIMARILY OF SOLL; THE DENSITY AND INTERLOCKING NATURE OF RIPRAP IN
THE MIXED MATERIAL SHALL ESSENTIALLY BE THE SAME AS IF THE RIPRAP WAS
PLACED WITHOUT SOIL
3. WHERE SPECIFIED (TYPICALLY AS -BURIED SOIL RIPRAF), A SURFACE LAYER OF
TOPSOIL SHALL BE PLACED OVER THE SOIL RIPRAP ACCORDING TO THE THICKNESS
SPECIFIED ON THE CONTRACT DRAWINGS. THE TOPSOIL SURFACE LAYER SIGNAL RE
COMPACTED TO APPROXIMATELY B5% OF MAXIMUM DENSITY AND WITHIN TWO
PERCENTAGE POINTS OF OPTIMUM MOISTURE IN ACCORDANCE WITH ASIAN DNB.
TOPSOIL SHALL BE ADDED TO ANY AREAS THAT SETTLE
ALL SOIL RIPRAP THAT IS BURIED WITH TOPSOIL SHALL BE REVIEWED AND APPROVED
BY THE ENGINEER PRIOR TO ANY TOPSOIL PLACEMENT.
Ions Per Count
SulamMot For Count
Final SubmlNoi to cowl
N
CO �u
CD
Q
N CY¢
CL
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I
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LEGEND
+= SECTION CORNER AS DESCRIBED
+= QUARTER CORNER AS DESCRIBED
-f-= CENTER CORNER AS DESCRIBED
PROPERTY BOUNDARY
N % - EXISTING FENCE LINE
v a = PROPOSED FENCE LINE
---- i.�� - = OVERHEAD ELECTRIC LINE
— H2O = WATER LINE
e e - SILT FENCE
= ROW
= SECTION LINE
— - - — = EXISTING MAJOR CONTOURS
4700 - EXISTING MINOR CONTOURS
_ Akigoni MAJOR CONTOURS
4]0. = PROPOSED MINOR CONTOURS
= WATTLE
SCAL.£ JO
NT
AIII InnaIUNITS
tances are m
In feel and aeaima! feet units.
EFNFHMARK INFORMTION:
NATIONAL GEODETIC SURVEY (NOS) BENCHMARK
DE
SIGNATION. F 414
PUBLISHED ELEVATION OF 4EII.te' (NAVE ea)
USE BY SPECIAL REVIEW No. USR19-0027
LOT A OF RECORDED EXEMPTION No. 1053-20-01 RECX16-0160
LOCATED WITHIN THE EAST HALF (E 1/2) OF THE NORTHEAST QUARTER (NE 1/4) OF SECTION 20, TOWNSHIP 4 NORTH,
RANGE 64 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO
(STORMWATER MANAGEMENT PLAN (SWMP))
ACCESS APG6 479
C%SEST DIIC'.Il ff
A' ESS M16�W4]s I ,
ODO(�SECSreETRING CONTROL
IT Xti'CO
NTROL
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60.0 HI'-OF-WAYI
IETITION ID OPEN ROAD
PER ROAD HOOK 3 PAGE IVITUS,
APPROVED PER ROAD BOOK) PADC316
/ F oRNTTRACKINGCONTROLFROM EDGE OF CASTL E GUARD
/ ----
PO
ux e:DATTERIE,
It D UTILITY
BERM LATINIt iE IC PER
XIS -Ill RLCORDED UNDER
RICEPTION 04:30[177. DATED MM.
SEDIMENTATION POND
706.4'\
FTLE
CONCRETE WASHOUT
IT(SEE SHEET 01
STABILIZE WI.TH ORATE(
\VA
TVA,
SEEDED
. WATTLES
ISE%9HEET SI
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Et.EV-4 00.4'
1
Revtalona Per Cou
nal Submittal to Coon
IIIIN4Nr 4P IOM' alL9li0I MtiiWY1114 m "II
USE BY SPECIAL REVIEW No. USR19-0027
LOCATED WITHIN THE
4 NORTH, RANGE
STANDARD SWMP EROSION AND SEDIMATE CONTROL NOTES
PERFORMANCE NOTES
lamo camvmml FREE.d.iule.Ml.m lmu.vm„mrerdm,>emds.eExememmAllhernc kr mrr w ulwmom.e
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R.s,mmrmm'aer laam�rPE' Eval maMwrw..m Ov wraea..meuwrwmweymwm .wm, aAmnam.mxMM.R.0mi.ewsSasEa ..mlra,wAr.
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pw.MLWmly ..wvCamlve,o am.....r„,.vim m n P 9TH.
d.mpeevlJrmdluo aavimAmo,w wlnnmmamm®gnmmvmei UalmMMJ.yv.mMapemiammefiwmmm,wemu
gukweudaemeweatirNYema.v�+uvmaeoaon
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9.A%omawmm,mvioM mM*aw owe um, dvtyMalm„a IIMTSmmm ARvwpwrmmmmmme,mOMN.wIM, ANLATHAIpwmmo,, *Lana,*
UMW Ea... mtelateirs hem wepve .v.d. now..mmeteeMmolvtli van.mmrduma.,.E.p,.,p%l of
m evmeeRM,v,wnvbulw�mvMp%*,+�v�w'rmrtnrtiwwMbmMeeoPMFW.
nmimleP.P.=vseM¢%mmazx vn.mymVmwwPorrLMwr emo5 mewed m. MmpwMlvrm UlLA l' ' R,N,MU...D.eorw.
FAgi;m.vAptraemWmym➢w�emuxo.TMN,ADV Vll5puam.mv'mmmw:' �mya r,wdre snatie moeu� OTD IPTOSE. ....x.V.M
amnewmcxmo.L.E.mal wremimm,OmmURI PIIBM5M w.UuPlowraw
CONCRETE WASHOUT
PLAN VIEW
VEHICLE TRACKING CONTROL DETAIL
SOWS
I. VEiIWHICCLUE.fl ACCESSTCKINGCTRATNSIOONROL � FROM PAVED SURFACESS SHALL BE IN.ALLEDATUTADISIURBEDLL SSURFACESO'N5 WHERE
B. IDE VTC PAD SHALL CONSIST OF HARD, S-9' T, AND 9. DENSE, AND CURABLE STONE -
A ADOPTABLE.TAABLE VA. BOULDERS,
Ea/e Flit. LATERR04 05111ED RECYCLED
CONCRETE
ARE HOT
3. ANY CRACKED OR DAMAGED CURB AND/OR CUTTER SHALL BE REPLACED BY THE CONTRACTOR.
4. PAD Oft BE REPAIRED AND REFRESHED AS HERDED TO MAINTAIN EUNCDON AND INTEGRITY.
SILT FENCE INSTALLATION
II' MIN OF ALT FENCE
CEOT AILS TO BE BURIES
LOT A OF RECORDED EXEMPTION No. 1053-20-01 RECX16-0160
EAST HALF (E 1/2) OF THE .NORTHEAST QUARTER (NE 1/4) OF SECTION 20, TOWNSHIP
64 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO
(DETAILS: SWMP)
BMP MAINTENANCE NOTES
xElpa.EvNallhimolommk. Ee EIIIRER O man. showtimmlowtl.p um ass VW pl.. pPotus pc...pay moodFE., N,P..wn l r, �,fidma�a,m,e,lly lf<lam m
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xn.Imlmwe.rpvmuwlmllU.n,.}..Armw,rexx....dnrms ..l,mlrx,mm p.Anvdgms.fay.11esmrnr..leEmeumprmm ry.
a..MD.mrtam..lm4.40 4.14.4. um.. FradriveRumn.aing 4cm0easPRPins wmmml pxlw,revmdvT..ugo„ 4.k04..dmurowroMnnxitun.Prx�..mr'.,. me„u.dl,wwrM.eAmM.dwae rwmy�wwl.
s. LlmM,mlr Eev p veralholvaltoSDEVST,.EF.vUwll,yym,v.Mmrpmssxde.M mmyel.Mae ves0a me4mw.SEAE,PwartEIS.G WISmn PoP.drrI.L,MEEE
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Know what's
Call before you dig.
NOTES:
1. SILT POISE MUST BE PLACED AWAY FROM TOE OF SLOPE TO ALLOW FOR SEINE PWDINI
2. SILT FENCE. MAY BE USED ALONG PERIMETERS SO LONG AS SLOPES DO NOT SANENE 5%
SLOPE IS GREATER THAN 5; INES OLT FENCE MAY BE INSTATE, ALONG THE CONTOUR
DIVERSION DIKE MAY BE NEDUIREU,
]. ANCHOR TRENCH SHALE BE EXCATMINT 15TH 1RENCHFR, OR 15TH SILT FENCE INSTALLATION
MACHINE: NO ROAD GRADERS BACKNOE5, ETC. SHALL DE USED. TRENCH SHALL BE COMPACTED
BR HAND MTH JACK, OR BY 5HFFL ROLLING.. COMPACTION SHALL BE SUCH THAI
SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND.
SILT FENCE INDICATED ON PLAN SHALL BE INSTALLED PRIOR TO ANY LAND-OISTRUBWO
AC-CRIDER UNLESS NOTED (MEUSE
5 SEDIMENT ACCUMULATED UPSIREPM OF SLLT FENCE SHALL BE REMOVED MOEN THE UPSTREAM
SEDIMENT REACHES A DEPTH OF B -INCHES.
STORMWATER MANAGEMENT PLAN (SWMP) CONTINUED
INOWnl TINL'LOSSFEINGcMO MIE➢.VEGfin,NE.MTxmsIONNARIE
A.44 n'6LEwM0' TGMnI[semOYwnlemL
Sr pM1 N c u"R MOOR u D.ROVA'm[roVSR V.I.ETTAOLI000 rvuEATEOOPFN AREAS ALL rvANeT xM
M wTLGPs RDSCAPBAMILITECT OHORM.
MLR NOROIS IAMOINLUNFLIWARPASONMUFR a w I.LOUS OF WILL BBECON,AmynAND
„IBMS'eorBEN PA�Y:w�.E°mE°" m e " I AU ;MATARS
EDALs0AAMRE:NM EID `"DUREEMSURNIROIRD AS
INSPECTION ANURITIIIMANCE
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INCOM
nAsFFNn.A. ImMEROE"w uv WUNIrsuIWn u1BLTPae":c''T,TCTm'IMUMA
A,PFAIOSSSTwEIDENSFET AONHRJ.SIu BECNIDiUPESSIINEWfmDALEAH,SENNNEIOITCATTTON.
...4000 SHALL
IP0040 IONCONTROL ,LTtrS ANDREI.AREAS,. REDUMIF1IAFTERV.STAnGNIS MIA91.ISImUA'O
APLE,TED OWNLSANOMInK
FINAL STAVILI.TION AND ..11.151.114WAT.0100.4
ERUSION EDUCTION
STORMWATER MANAGEMENT PLAN (SWMP)
CONROE MITRIATL,,N+AW ANT
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npVOr mnCO vx7i.' ULn Uipu'b, 1THZ0 'oulm xNmml�u',Uwic O CAinvm =VI
CONSIMICIIONRIZONNEL WILL DE INSTRUCTED...PER MORN CONSTRUCTION
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WILL DE LWTMiIDASTEDRIORM S'EWPTUUIE'ALISOR
URMWATUOANALTRIESTV.NAumeE
NOSLAPd'4 ND 010.iOT'IOUAMENT010U w,VE rtuT uimRx ARRSOfnufE. NrmvegmunsIONS
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1011.1.011.4.0.04.7 OP NEALINAT MITRE. GRADING TIMORAVELMISTDDSMAIATAINIRIARORPOSNOVOLOWTAI.P.3.00NESSES
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SLOPE AND SWALE PROTECTION
WATTLE DIAMETER, SEDIMENT TRAPPLNG TREE CRP,SEE NOTE 5 -.7
IHYVJ WOODEN
/
ELEVATION VIEW
(
WATTLE SPACING TABLE
SLoPE TYRE
ALL SWALES
MAXIMUM SP
Tto FEET
40 FEET
4U SLOPE OR )
PLAN VIEW
NOTES.laNeSatT11.4WONG CONTOUR, RILL LENGTH OE sl.roT
. u sTgxFs M Y BE u FOS vmMgNENT INsiALLgnG,ls.
. LAT m FHEASER 47 ¢P). CUi
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LEGEND
+I
I = SECTION CORNER A5. DESCRIBED
I$= QUARTER CORNER NS DESCRIBED
}= CENTER CORNER AS DESCRIBED
PROPERTY BOUNDARY
EXISTING FENCE LINE
= PROPOSED FENCE LINE
PROPOSED SCREENING FENCE
= ROW
= SECTION LINE
= TRAFFIC FLOW ARROW
TOT- = TRASH ENCLOSURE
Ir. _ ?RA<?OR ?RAILER PARKING
791= RESIDENTIAL PARKING
=I.= EMPLOYEE PARKING
i= GREENSPACEAANDSCAPING
RAVEL
= CONCRETE
= gIPRAP
SPHALT
6G'
LINEAL UNITS STATEMENT
All lineal distances are measured
In feel and decimal feel unite.
USE BY SPECIAL REVIEW No. USR19-0027
LOT A OF RECORDED EXEMPTION No. 1053-20-01 RECX16-0160
LOCATED WITHIN THE EAST HALF (E 1/2) OF THE NORTHEAST QUARTER (NE 1/4) OF SECTION 20, TOWNSHIP 4 NORTH,
RANGE 64 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO
(LANDSCAPING PLAN)
ACCEss' EASEMENT A 9
CDC. LINE
EDGE OP
ROAD
EXISTING DITCH
ACCPSY APIOO9T9
BERM
ELEV. 4706.4'
X K
JOIN t ACCESS AND UTILITY
BERM BEMENT DEDICATED PCR
• ELLV. R106A 0.C1:[PTION Hi?T ST1 ooi: pE�
vT
BE
NATIVE GRASS
106.4
n GRAS
NA I IVE GRASS
lI
20,4
PROPOSED D IN' ARY YE
MRCS,minus .n,
glIFTF 411M
(MBE DESIGNED EV OTHERS)
Q
EP
ne
OP EP IRO
ISM'SETBACK FROM
FUTURE RUN. — LOBE OF
SCREENING PENCE NATIVE GRASS
- xuauxTXICCNLLypXGRE
E%ISTINO. O.o'
SOUTH RNIBABE]
WELD COMA' ROn
(EXISTING Off RICIIT.OF-W An
PETITION BODEEN ROAD
PER ROAD BOOK 3 PAGE 436 t !Mt/18841
APPROVED PER ROAD BOOK 3 PAGE
AREA ALLOCATIONS
ASPHALT = ]59 5F = 0.02 AC = 0.58%
GRAVEL = 45,68) SF = 1.05 AC = 34.96%
CONCRETE = 1.380 SF = 0.03 AC = 1.08%
BUILDINGS = 4,536 5F = 0.10 AC = 3.47%
LANDSCAPING = )9.320 SF = 1.80 AC = 59.93%
TOTAL
w THIN PROOPERIY BOUNDARIES AND EXISTING ROM',
CONCRETE APRON
ITO BE DESIGNED BY OTHER.
PROPOSED SCREENING
COUNTY 11ONFRS DISCUSSION
D�PROPOSEDWEBER, PANEL PENCE
and J
BERM
,"ELEV.OTIMA
SCREENING FENCE
Inol SubmMa ro Cou
my�,nN A t ;p o`' ri VIII USE BY SPECIAL REVIEW No. USR7 9-0027
LOT A OF RECORDED EXEMPTION No. 1053-20-01 RECX16-0160
LOCATED WITHIN THE EAST HALF (E 1/2) OF THE NORTHEAST QUARTER (NE 1/4) OF SECTION 20, TOWNSHIP 4 NORTH,
RANGE 64 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO
(DETAILS)
DIMENSION ,
PVC
VPIPE
12° FOR ASCE. IAN FOR TYPE a VIRAL.
mere WILL VARY
'DEPENDING ON SELECT
CATTLE GI µ
N PVC RISER
PI
9,9 ONELARPAD
THICK XI
LATE
uEEL
AS" CSTANDt RDPIPE
CONCRETE F FILLED
En
OUAaD ANGLE
a�
D
xOT DIPPED CAL
R.a STEEL �'
WAIN YELLOW)
...
SANITARY PEENS
DOUBLESWEEP EEP
�_
ARTOP
ExuuNPl CONTINUOS
,
I." rfIIIIIH0III1
_
M 'I
f CeN Eas
PomEsErwmumn HT -INN
PER MANueACTuaeR's RECOMMENDATION
WASHER 0,.I
CONNECTION PIPe s'PWL
01"CENTERE
z
.({ , v, .•'.
BUILDING SEWER PIPE
IN IIENNIA BONONI NORIEONTAL
I'G UII lI CPEI _a IR1EpIURE
LENGTH V nI.
MIN 3. BEDDING SAND
BUILDING CLE.ANOUT NOTES.
INSTALL DOUBLE CLEANOUr WI IN CLOSEST RISER PIPE S FROM MEEOF SARUM*,
2. EXTEND RISER PIPES ABOVE FINIS...RADE AND CAP.
3. CAP BEA SLIP -FIT. PVC CAP. NO SCREW ON CAPS ARE CCeTASLIA
J M. �AIIONr xMINI. HEIGHT RISER PIPE SHALL 9E I.LTfnNPVL
<MAA"TIME. INSTAL
CGN'IIIOUS
/
DESCRRRIDN. BOLLARD OEI'AIL
DESCRIPTION: DOUBLE CLEANDUI emu.
DESCRIPDON: CAME GUARD/TRACKING CONTROL DETAIL
SCARS =I
SCALE.
SCALE.
REINFORCED
FLARED
--D-
CONCRETE PIPE
END SECTIONS
Jw
B.R
TOP VIEW
a CAP LID
L
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—c --r B
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DIA.
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IR
we HITS
3' 0.1D: 2T LEE
BS
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zaAsew;'
WA,tT-7-
TONGUEOAGROOVE — .— .._.---. —.w41
.R^
BASE
. CAPACITY as CALMS..
D.A.
WALL
MIGHT
A
9
C
CI
E
TI"
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:
,-,,.-
r
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r
5
5
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s-' PI
43,,
3p
1',p"
Plr
SAP CUMVACiEDISISHNC SANG
DESCRIPTION; PLARUU END SkUDPNPETAIL
DESCRIPTION: LIFT STATION OTTAIL
SCALE. N.i.5.
SCAM"=^-'
nal Submittal . Caun
ao
23
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a
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OQNy
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VIII F'14N'l9dWl4k1W+NY01Yh141S4LN@ tL4ldlW�n4 �I III
Devotion
mut, POINT
DRIVER'S ENE SIGHT ELEVA
AT POINT El(PROPOSED) i]0T.5
SEAT LINE:
1.5' ABOVE EXISTING SERFAGE ELEVAIIONS
FM BOTH START POINT AND END POINT.
END POINT ELEV., 477.34
SETIIT LUXE:
5.5. ABOVE PRIMO ED SUREME ELEVATION AT STnR'I' POINT AND
ABOVE EXISTINGSURFACE ELEVATION AT END POINT
(PLEASE S.NO'IE b IN NOTES SECTION ON'III'S SHE.:
START POINT ELEV ,7U7A:
END POINT ELEV.-4]J,
4.
61011
USE BY SPECIAL REVIEW No. USR19-0027
LOT A OF RECORDED EXEMPTION No. 1053-20-01 RECX16-0160
LOCATED WITHIN THE EAST HALF (E 1/2) OF THE NORTHEAST QUARTER (NE 1/4) OF SECTION 20, TOWNSHIP 4 NORTH,
RANGE 64 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO
(ACCESS ROAD SIGHT DISTANCES)
PROPOSED SURFACE. ELEVATION
EXISTING
SURFACE ELEVATIONELEVATIONS,
AT POINT(EXIS'T'ING) ELEVATION
4]AN@ S
EXISTING
SURFACE
END POI
IO
VMS
DRI V[RB E V E BIOS T ELI VATION
A raTlmc(cxlsnl401 =4'nR.4
MOO
AGM
40
SITE BENCHMARK
TOIMMOPC-37961.BENT
4710.1MNA EDEN
BLIND SPOT
100' LEV
I! STATEMENT
^II FIeIP.SII dl.IEPE m owed
I f N ntl aeim5l Toet unite.
NOTES:
JGATIOINE ACCESS AND UTILITY
EASEMENT DEIACAIED PER
MVO, CON E1276817. DA ELn N.D
0
TA`Ir \VF
1. THEME° INDE ON WM, Al IS 55 MPH
2. USING TA RILET.S(INTERSECTION SDP DISTANCE)).THIS:LVUIRED SIGHT' DISTANCE IS 725 FT FORA 55 MPH ZONE.
THE IIEICLIT DE TEE DRIVER'S EVE IS To BEES ID ABOVE THE ROAD SURPACE
N Or S EVE IS FROM T. ELME OF NAVEL LANE
5. POINT
ITIONLE:DRIV ASPHALT,
E ROMXEDGEOF:MEDAL�,Dll
STING,URFACEELEV.-4]nI.V.DRIVER'SMEEIEV._4,56.R _
DRIVE.EVEELEV.-a,07.5'
T (THE TILE LFVZTIED SURFACEON ELEVATION AT POINMICE BETWEEN TEWAS SUISFACLULATAND ED USINGARFACE(APEFROM POINT
TODmESNONH
POINTE IS 0.
S. POINT C !STD' AWAY FROM PaREFIL fXISTIN4 SURFACE ELEV-4]IV.9'.ORIVEn'.S EVE ELEV.= 4]23.4
LEGEND
= SECTION CORNER AS DESCRIBED
$I = QUARTER CORNER AS DESCRIBED
+= CENTER CORNER AS DESCRIBED
- PROPERTY BOUNDARY
EXISTING FENCE UNE
= PROPOSED FENCEUNE
= SECTION LINE
1706'- — = EXISTING MAJOR CONTOURS
5 = EXISTING MINOR CONTOURS
PROPOSER MAJOR CONTOURS
9]ws = PROPOSER MINOR CONTOURS
0455'-0 = PROPOSER SPOT ELEVATION
-I.0S = PROPOSED SLOPE
Intersection BISSSDaten
CIMEOM Paned ou4ed SIBEE arzane Clear2one
Isunee lftl Length MR IenSIT RIBFt
sPIMPNI It Ih) IRIa 200 70
00
WELD COUNTYENGINEERING&CONSTRUCTION GUIDELINES
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