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AMERIN RV STORAGE
USE BY SPECIAL REVIEW (USR17-0018)
LOCATED IN PART OF THE SOUTH HALF OF SECTION 3, TOWNSHIP 1 NORTH, RANGE 67
6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO
DEVELOPMENT STANDARDS:
1. Development Plan se by s Permit DSRI]-0016, b for an Dv
story U Use by Spec.. Review U n the Commercial aua is (outside re n
staging). p al the pr iperty Is or record. M eh plot or
part of map orppi n filed prior te and aaolpttoval an ens controlling ubtlNlslons In the A (Agricultural)s2ne Midst,
subject aNihe Development Standards staled hereon.2. y
he haulm of operation 6100lan may Teems v 5:00 p.m.. properly rightursuant
forsction cn—sile3persollnef the Weld County Cam.
3. 4. The employees shall be inry (3).
5. ,'She R Pal.
rking area accessible 24 ayd seven (7) a week.
6. poridag area all eAmaintaiine . 7. AR signs sna^ adhere Chapter 23, ai Article
II be zoo pendicee 23—C, 23-0 and 23, of the Weld County Cade,
ondplAg/S oeening iP In =le maintained.
at taline e ?O.
re e=e D me 030 z1i npefln or iloctaw1, ao
ment Agency PENAr FR,MpCo
Them 6d on
n Dry IC floodplain). A nt shall comet,' wthvnall applicablepV d County requirements, Colorado
Waterr Co Board requirements as scribed a Rules and Regulations for Regulatory Floodplains InfeColorado, tl LENA
Uo im M oa ccrlma am 44 CFR opiates Inciu m IUaeMI d alt n 1 otherpsiruclum�ymining. vavin o operations, or rooter..
Dr
dredging. ming. npgmm a,exec..,eamalg r m a m '102'0
11 adaa��mey ,paatea at any time by rcMn.aa equipment
say d.a.ePmeM aaNN«. the awns
91,210 a Mact c unoMea d. x. Aplmn bnnandea ma. bean 015217,0.
atom aicmgewis coo ° . d she S. a
t All nqula en fo (fi Sella manner
Mc Dprotec a t surface
a Act, grounecgondwater
3o C.R5.) shell
a for final defined i er mm p aMnaa. a
%:Ii w In Mep57:1'SaebarM1O aI tszaMrFaleiilltesl Aci,as cluaed
t s. materials behandled,Mat alsea of lznaoe mr M. = M301 ave0porrfl u,INt. e
owing d and shall
....el nuisance conditions. The r°ellity shall operate in accordance with Chapter 4. co I, ofWeld irk
1 dust should attempt la he confined on v s« an m d comply with the Colorado AIr finality p mprty. D properly should dy
19 adniry ehnaD odhen 7:0,1rmaw permissible Pelee levels allowed in tn. commercwl Zan. Diehl., us delineated In
Section 14-9-30 of the Weld County i Code.
10.
Wuiler0315 'ten SYstems. nn1. p properly ent.dequatemust e water supply all
shallvih of Me w anided for gry Co g I, On —site Waste
1 hall be c appropriately engineer designed o — Wastewater TreeatmenttYlSy which e p
wt.d oil provisions v e purloining dal Systems.
f the Weld cannot,.
toilet1be ded or drinking ea for monitory purposes.
fP 1,0111ry. at all times. For
2 Adequate drinking, handwashIngbe
tent (10) or lees n day. a facilities a (2) era tens full time employees ° —+tie, portable a holism v bottled
r ofWno and Taponal for
and able. to per
o Int of Pubifc Health and Environment. Portable toilets shallbeservice nosh
a cleaner licensed In Weld Y County and County
con.. hand sanitlyers.
mply w II c gu�alluas of d the W co Com.
proe"me m shall ee Sella ror coot noxious weeaz on me off , uont to chapor dl s, AHlcl.a I
v} 1M1 untyra�
2a. T. properly
owner did not apply for u
potable e watetr laer p. If Y tinservancy me a tad Is plthe aced on l ipaSubdistrict, Northern
jilt need
5. Water c m ora died„ lam al7eyo erenl lnptea0.,rtrol 0.10 030,07 Water DeMc1m1,11b.rorit cif m p met rm. Colorado
2 p sun eh.11 b chicle. o public rod+. 0 —site parking shall be ,1155ed.Is nflappropriate
TM xlatadcal t plPan neap m nl b a
mI ba alma as h t euo .4 mT IagM1lwwn�noaan onto 0001a.0oula ono4 p 311, ., ,,. lm tth I jaeenlxp car 0101, Pith irk
RgMaf a brWr2 + moY oy gv ale
z. allo ro whohramey h. confu«tllwilh�c alru.dpa ItmMia
29 Building
i Counly:' 2012 In be gonadCCodes. er 2006nIn29-3—anal Enet ergWeld
Code.,' nJ 014 Nate. ional Electrical Cothe de. A eullding been adopted
by
Application m 50yl.laa and two (2) complete a of en et stamp of rchitect o must be a milted f etechniccal Engin a one Colorado red
engineer shall be or a n.G
3 0.140,' o peratornel^ or
be site for scorn ring with the and Operation Standen. of h pt 3 of
ttrtrorunrygC
31 net ,reel m Wem C porimenm of Pl II,,, I 2,4.7 ) PuhOc World, ° d PUblla NeolfM1 e
• nblilon, 0 Approvalpand a any re Development Standardsl staled hereto and all o lleta01. 51regulations.sty
3 e Usewbpe n Review area hall be limited te lane shown hereon n by County n
applicable by
aCounty re a Development mt Y
guamens. 5 t of the m Weld
PG foregoing
ngor staled, changdards and es
.a the approval rD ve a df ofthePermit p`b. N County r Board County t... Commissioners before..G . a e
require M Standards .e� a other a shell e n m maonla. M lie D at ar g
from
viam. re permitted. eparm,
3 . The v pact cs r varaar a roapnamk fa ampi�yin won aRaa . tar. In DwMopm.M sianaaraa.
wIIF a i lief a opm nl Stone may b. mason far r p ten M lie Permit by ins Boob of
3 dn�TOmEKTRACTa MINERAL RESOURCES STATEMENT: W en., has same of Me mast es, Including,
tl to, sand o ail, natural g Weld
c under title 3 f the
T• ar
(a)eh 4tia1 o y; (h) Slot...
p
but limited
loulatm« a deposits
and a a the
leag'st p paitmen o n tithe a logy a to
norals are
51nfia`i a a cab gala n
51 fife o line oXimzeasmof the 'avow'
aan�a a cause
re acWloneio.bwidespread disruption
the
in. County
g o arapes o counties Peelh. state.,,Mineral Impaaedaea�mne wen tolmars. IeMi70 o
m moo- a pmaM «a .ppnmai maMlan,.l Mar.ov.r, m anrg.. Ore vrer.M.d prep.rty id
3 Wd mCOtial awns saoule be ai £NEMW pmrlunlry exlrect„ o mineml re
ELD' NTki flI In T FARM st M eta C unry o lie m m du Pisa ea a United Slates,
typically
Weld
Co r e lap and pocloas, b country In ntenelvl market value of aturlcullursons void. l at
la County m txo en 1 al.hey are inlets With
used -s as ing agricultural
Persons ra low m
must
c pt. Mere aawbacks came t lieIn Incentives
which attract
a dwellers
v low...I s.
napelbusness, a. drawbacks
city noise a ion, able Om rum, urban to rural open vlIIo0 ohms. those f the
olpracl a mrel°Wald County atmosphere
r.
cultural al he Iv changetheirla—eslobli:hed agricultural
▪ mfestne inlrualane of urban users gdcullurol catty . will
mcto e o f pwiTe=i! g farmW ds; tl P a r'rsn s,
ma ltrooping a activities, a spo!c. legal hazing o. c d the a g es and s In nar«a '° "n gal hazing f nuisance dam a bum enpizers o e
il.lds.esi
bur.pin u 9 nand a rial sprayings it pis mcom ronfa ,trul p aucers use of pesticides
o�
ml dm c ineryga MM In their a9 ntmlto . oa
«aa all sew.: between m agricultural areas al he County. f 0135-75-10 a9 rolmm de
M1all n found be la mar p nelsonH h S„Criultu5re, operation alleged agricultural
be n
mma operation
mat o ommon meson ItV with . �1 +11 amdu "Z
mar it b« • n g ea lme res....
,012 cl. dove cv gunny. ovIng Me ., W ditches and
residents ust `re5115, In y cannot tmoved akefwater from Inigotion ditches, lakes for other en structures, unless theyphave an vd)udiectod
and
r the water,
Weld County < approximately four thousand 0,000) z n size (M of the Slate of
sDelaware) with amen an rW (3.700) m Calmly roods a
neer g a as Watches available and on drespon as pe ate
more than as foie Coo' served
dthe motes be state
may delay all emerg = to
complaints
n protection a ea volunteers wo mustlevee their Ipeea and immmezTpeo
Cog M d ravel ro efts ally provided
bladed. III ap,avlde Irk kintl of su, aav
deft mm arep tow enforcement, once. now r velmprlorilly m hen thalam d imm aubd lalataSlo rfedalc m flat be cleena o
wellersar02 w00 115 ,.shy, bra iseif �.VT?152nt tlhva urheony w no . q Ienl to IS sera m:.
People used to different eras our., than In an mon or equipment mil Held
• merit, p a. aloe ditcher. electrical power pumps and c vet operations.
pen . high—speed n ,
puncture vines.ponds
farm d and I� veal threat.. C nttromng dM1idrenb adblhes is
Importlit.. not only for their safely, but also for f protection of the farmer'. Ilvelinoed, a
(COVER SHEET)
INDEX OF DRAWINGS
OVER SHEET
EXISTING SITE CONDITIONS
PROPOSED sem PLAN AND PHPSING
SIGHT UNE PROFILES AND SIGN DETAIL
GRADING AND DRAINAGE PUN
STORu AGEMENT PLAN
RIPRAP DETAILS
PLAN
PLAN DETAILS
LANDSCAP
VICINITY MAP
2ONING = AGRICULTURAL (AG)
PROPERTY OWNERS WITHIN 1/2 MILE RADIUS
AMERINLG TRUST
BBAJBAJAL
BERG L.
TILE AMILY FARMS LLC
.EIAMILY FARMS LLC
BAJIN IEIN
INFAMILY FARMS
TTLEINCF pYAeMILY FARMS LLC
INMAN BA
ROLLAND CAROL E 1/2 INT
COPPLE NANCY HOLLAND 1/0 INT
STEVENSRONALD
NALD J
12 WA
LOEWAY PHIL
13 GITTLEIN TIMOTHY C
GlITLEIN JOLENE F
E H FAMILY FARMS LLC
15 VANDEEST etmence F (HEIRS OF)
VAN DEEST FAMILY TRUST
146903000017
146903000019
46903000023
.6903000024
1.903000027
1469030001126
1.903000031
146003000032
.6903000033
146903000034
1.903200001
200002
1465034000009
MASTER
16 HAAKE FAMILY LLC
HAAKE RONALD
HAAKE
F
17 LEIN FAMILY EARNS LL
G ��IN WIWAM E TRUST
N VERGIJAlyAB E TRDST
9 WARDS LAME: I K
HERri ANNG
JEFSZS LAND A CATTLE CO
BIJSHNELL JAMES C
041071 ZS., A
JEFFItEs UN� A CATTLE CD
25 2 NRC CO1.909000008
u FAR. INC 1.910000005
26 COLUMBINE JERSEY FARMS INC .6910000007
6 KALIF NANAUNO NC OEVELOPMENL LLC 146910000006
146904000010
146904000025
1469,74000026
.6904000033
146904100005
14669g41000y3
LEGEND
+= SECTION CORNER AS DESCRIBED
$= QUARTER CORNER AS DESCRIBED
T
111= CENTER CORNER As DESCRIBED
POWER PALE
.=>= PROPOSED DRAINAGE FLOW PATTERN
EXISTING DRAINAGE FLOW PATTERN
E= PROPOSED TRASH ENCLOSURE
TURNING noes DIAGRAM
� _ = SOIL CUSSFICATION MAP SYMBOL
-0. PROPOSED CONIFEROUS TREE
O= PROPOSED DECIDUOUS TREE
X(= PROPOSED LIGHT POLE
L BUS Fl 5 TIONS OER ENTIRE PARCEL
OBTAINED FROMIWE OR uRVLT/NATIONAL COOPERATIVE 501E SURVEY
WEST OF THE
:ED ]' SHEET METAL FENCE
PROPOSEDSILT FENCE
UNE - = OVERHEAD ELECTRIC LINE
- HBD - = WATER UNE
-- • - - = SECTION UNE m - = MAJOR CONTOURS
--4990 - -- - PROPOSED MINOR CONTOURS 196.5'= EXISTING MAJOR CONTOURS
4986 EXISTING MINOR CONTOURS
.- -.-. .., - PROPOSED LANDSCAPING
PROPOSED WATTLE
VEHICLE TRACKING PAD
Undo Lee Ame
PTUGAAALLE£ANBEE
NUTARIPJNIC
5FREGFWUIRADO
NOTARY IU 201340.03299
MYCOMMISSKRISGI ESOCI09ERa,2T9
LEGAL DESCRIPTION:
oculed in part of the South half o1 Section 3, Township 1 North, Range 6] West of Me 601 Principal
TP: PROPERTY
OWNER.T:ir p operryN°cone Qa) a° herae� ogr« t° Irk =i is OevsNp75I Plap 5,2 Da
spar R«le d_eveiopment aarae mscrl h son ells y sari of F2M
91¼PE O/'U S..Cdo 3
7531.
..nsysat 6IK/dGI.P✓ ae���d% wse.
S� �a/f .vdwLL
rn :ea I UMOJA ION CERTIFICATION Ira
ovA o lit at 0e Weld Dun Planning Cc certified a « hereby re ndl1M
o e Sggclticf Des pm 1 Pip a0p Usa by Spoclol Review az shown sans d«cribed Iher«n afM10 tlo y
cnMn- w yl�(�1"I �inrni ion
BOARD. OF COUNTY0001M14. Board
CERTIFICATION
and ...Ob e hereon..
.Ove�i 40, 2 5 o on` UOrtAr Peoi Revmdns2aC Ie n t`ndor"1111,15 hownd
choir, Board of County Comm9Noners
ATTEST: bi)ilk
Weld County Clerk to the Soo.
Deputy Clerk Boord
Dated 0,710,/IA'
1) Ali references to topples. pages, mops and reception numbers are public documents on Die al the Clerk
and Recorders Office of Weld County, Sts of Colorado unless stated Mherwtee.
Colorado la commence an action based ct.. three
y to Cb� coma Ii aefec event m pe„ em bg
fect In Ills
surveydefectIn t4oe rv: aayeanfromnMee d eye RC, liable shown
n ( C,R 5.), Mies i n /er s not
re Non Iha coal ay mid nrvey a a Irk only* a CNent a tally shown herzwln o o fry
oulnorixctlon. Acceplen na/or use of rs Inal,umenf for y purpose con M 9 men y
the client la all terms slated hereon.
3) BASIS OF SEARING: Considering II. West line of 1.South 1/2 of section 3 Township I North, Range 62 Weal
of the bin P.M„ to boor Norm 00.21'4T' West and all bearings contained hereon being relative thereto:
„) All known ass nk ana/or 0.19., of—vey, h h s pion Th.. semona on
u psaL a ly Igythis lcnnlexl.aM1own M1ereon may t m template �aro bead general information, wtl are to b.
5) Elevalicns shown are based on The NOS Benchmark T 260 having on elevation or 4925.96' NAVD ee.
g8 ]3o P14En Is sea on ecatl Inshore 311 010 far Wed Goa ry a I wpomled et P( MCP Numb e
odig 064 of of
FIRMMPa a Jonuit tom, 2floo min lines g lea Mi II ea ware
created using. a digit., copy ar the FIRM Panel lie digitising roe flood ,lain linesonarewng. Th«ealmea are
approximation of the flooploln lines only.
MAP SYMBOL
SOIL NAME
SOIL 1*1100E
U PRIME emma FARM
Nil E lemma -me)
LOCAL ROAD x
AL ROA
le O BOARS
LOCAL STREETS
AWOL. AND ADKINS
VARIABLE
Y.
VERY LIMITED
VERY LIMITED
33
RIM LOAM, 3TO 5 PERCENT SLOPES
LOAM
NOT LIMITED
SOMEWHAT LIMITED
NUNN CUT LOAM, 3 To 9PERCENT SLOPES
CLAY LOAM
TES
VERY LIMITED
VERY UNITED
5]
egmemmt CUT LOAM, 3 TO 9 PERCENT SLOPES
CUT LOAM
NO
VERY UNITED
VERY UNITED
59
SHINGLE LOAM, 3
LOAN
NO
UNITED
VERY
VERY UNITED
6
667
UW CLAY LOAM, 0TO 3 PERCENT SLOPES
TEs
LIMITED
VERY UNITED
OLN CNPE LOAM, 3 TO 5 PERCENT SLOPES
CLAY LOAM
YES
VERY LIMBED
Y UNITED
76
WELD LOAM, 0 TO 1 PERCENTSLOPESM
LOA
VERY LIMITED
VERY WAITED
82
WILEY—COW COMPLEX, t TO 3 PERCENT SLOPES
SILT LOAM
YES
VERY LIMITED
VERY UNITED
63
WILEY—COLEY COMPLEX, 3 TO 5 PERCENT SLOPES
SILT LOAM
YES
VERY UNITED
VERY WAITED
Know what's below.
Call before you dig.
on- ni ttn ica.-i20h5
s
2018-0622
PLa+7
1r�9'�N�i4ViihA?YNWkfVBt ijI '7.Idv.1III
100' TOO AV
geei m:1MT oFA measured
UN and declmal leaf unlIs.
LEGEND
I.= SECTION CORNER AS DESCRIBED
$= QUARTER CORNER AS DESCRIBED
+= CENTER CORNER AS DESCRIBED
f= POWER POLE
�= EXISTING DRAINAGE FLOW PATTERN
X EXISTING FENCE UNE
- ONE- = OVERHEAD ELECTRIC TINE
WUNE
- H2O — = WATER UNE
— — — — = EXISTING MAJOR CONTOURS
e9x6 = EXISTING MINOR CONTOURS
= SOIL CLASSIFICATION TMAPSYMBOL
Know what's below.
Call before you dig.
AMERIN RV STORAGE
USE BY SPECIAL REVIEW (USR17-0018)
LOCATED IN PART OF THE SOUTH HALF OF SECTION 3, TOWNSHIP 1 NORTH, RANGE 67 WEST OF THE
6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO
(EXISTING SITE CONDITIONS)
wr Iszwr'4
NoniMUNEOf TIR�wS B.INREc3
C. IN COR. SECA
tlllN4%171kNdKIiF,1i114Yd'AY+11144k4t ®11
LUMENS EXHIBIT
LUMINAIRE: FFLED53
MANUFACTURED BY
RAB LIGHTING
NOTE: LIGHT POLE
TO BE SIGNED
BY OTHERS
LIGHT POLE DETAIL
STALL SIZE
30'
35.
TOTAL
STALL SIZE
35'
50.
TOTAL
PARKING STALL TABLES
PHASE I
NUMBER OF
STALLS
55
99
119
296
PHASE III
NUMBER OF
STALLS
151
114
273
LEGEND
PERCENTAGE OF
PHASE TOTAL (X)
12.3
39.7
13.0
PERCENTAGE OF
PHASE TOTAL LX)
+= SECTION CORNER AS DESCRIBED
+= QUARTER CORNER AS DESCRIBED
+= CENTER CORNER AS DESCRIBED
AL= POWER POLE
j$ = PROPOSED LIGHT POLE
ILE,_ PROPOSED TRASH ENCLOSURE
55.3
ALB
SCAL61+,00 K .. EXISTING FENCE UNE
PROPOSED 7' SHEET METAL FENCE
• , eef unR+. —OHE-= OVERHEAD ELECTRIC UNE
R
-HBO-=WATER UNE
--- -- = FLOOD PLAIN BOUNDARY
_ ROW
--- = SECTION UNE
....� _ PROPOSED LANDSCAPING LOCATION OF
PROPCGED
= PROP05ED RIPRAP
Know what's below.
Call before you dig.
AMERIN RV STORAGE
USE BY SPECIAL REVIEW (USR17-0018)
LOCATED IN PART OF THE SOUTH HALF OF SECTION 3, TOWNSHIP 1 NORTH, RANGE 67 WEST OF THE
6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO
(PROPOSED SITE PLAN AND PHASING)
(OBE DETAIL,
= TURNING RADIUS DIAGRAM SO'.',1 .
61/4. ALUM. CAP
NI ',NCB BOX
LUAU OP PLOODIXAIN
PHASE II
RORAP PEA SHUTS
PROPERTY LINE AT
APPROXIMATE
CENTERLINE OP
BRANTNERDITOI
i91�nE�TA�v.I
NORTHLNBQF„EEsWIN SEC3
0IA TlNF.OP THE66419
PROPERTY L9rE ',APPROXIMATE
CENTRELINE OP ABANTNER
LANDSCAPING
PACKED ORAVEL
BURIED RIRRAP
TOTAL AREA
LANDSCAPING
PACKED GRAVEL
TOTAL AREA
20,790 SO.
266.680 50. FT.
323.744 50. FT.
6,381 SO. FT.
9.95
790
X OF TOTAL AREA
X OF TOTAL AREA
NO
AP
GIN OR SEGA
ED. 65 MARV.
mg
�Tn
J
S
AMERIN RV STORAGE
USE BY SPECIAL REVIEW (USR17-®018)
LOCATED IN PART OF THE SOUTH HALF OF SECTION 3, TOWNSHIP 1. NORTH, RANGE 67 WEST OF THE
6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO GRAPHICS AND
LETIERIND
(SIGHT LINE PROFILES AND SIGN DETAIL) OUT Of METAL
DEUR _
-
SIGHT UNE DETAIL FOR PICK-UP - SECTION 0-0
HORIZONTAL SCALE: 1"=100'
VERTICAL SCALE: 1'=50'
a
9443%' -*
SIGHT LINE DETAIL FOR SEDAN - SECTION D-0
HORIZONTAL SCALE:
VERTICAL SCALE: I"=50'
R 0
SIGHT LINE DETAIL FOR PICK-UP - SECTION E -E
HORIZONTAL SCALE: I'=IOO'
VERTICAL SCALE: 1"=50'
SIGHT UNE DETAIL FOR SEDAN - SECTION E -E
HORIZONTAL SCALE: 1"=100'
VERTICAL SCALE: 1"=50'
o
SIGHT LINE DETAIL FOR PICK-UP - SECTION 9-0 SIGHT UNE DETAIL FOR PICK-UP - SECTION C -C
SIGHT LINE DETAIL FOR PICK-UP - SECTION A -A HORIZONTAL SCALE: I'=40' HORIZONTAL SCALE: X"=40'
HORIZONTAL SCALE I"=40' VERTICAL SCALE: 1'= VERTICAL SCALE: I' =20'
VERTICAL SCALE: 1'=20'
g -
a e 2E E
SIGHT UNE DETAIL FOR SEDAN - SECTION A -A SIGHT UNE DETAIL FOR SEDAN - SECTION B-8 SIGHT UNE SHILL FOR SEDAN - SECTION C -C USGS L TOPO QUAD
VERTICAL L SCALE 1"=4D' HORIZONTAL TICAL SCALE: 1'- VERTCAL ALE: 10=40' SCALE: N.T.S
VERTICAL SCALE: I"=20' VERTICAL SCALE: 1"=20'� VERTICAL SCALE: 1'=20'
Know what's below.
Call before youdig.
LEGEND
+= SECTION CORNER AS DESCRIBED
$= QUARTER CORNER AS DESCRIBED
IK = POWER POLE
KL = PROPOSED UGHT POLE
X X - EXISTING FENCE UNE
N 7' SHEET METAL PENCE
--- nHE - = OVERHEAD ELECTRIC UNE
= GAS LINE
= ROW
= SEC¶ON UNE
-4.000
00
,---744468
POSTS BURIED
00.
�1LR 0DO
U U
WELD main' ROAD IS
SIGN LOCATION
SCALE l+200'
I INFAI ACT STATFILFLII
All lineal In fee and edecimal eel unOX.
a 11
17
�lIli14Nf7N�i1VKNtliIr7d11 +9Xnkir d7t4RAiII
5010.00
swsw
SECTION A -A
4990.0 4999
.00
4000 -3000 40.00 -10.00 OM DIGO 2o.co MOO 4000
FNO-03 w.2
5000.
5000.00
4990.00
SECTION B -B
5009.00
'aro 30.00 4000
SECTION C -C
MO CO
4990.00
4960M
,000 10.0 .x0.00 .10.0 0y0 MOO -9.99 1000 4000
498900
4970.00
-MOO .30.09 .W.O3 .10110 ROO 1000 NOR moo .00
SECTION D -D
...-vuvass1N,N11,w,c
4990.00
4960.00
4970.00 00
4 -}... 960.00 196000
E• -r .I ._I -..I I.
SECTION E -E
LEGEND
+= SECTION CORNER AS DESCRIBED
1
I = QUARTER CORNER AS DESCRIBED
+= CENTER CORNER AS DESCRIBED
= POWER POLE
[),. PROPOSED DRAINAGE FLOW PATTERN
U = PROPOSED TRASH ENCLOSURE
FENCE UNE
- - - ONE --- - OVERHEAD ELECTRIC LINE
= CAS LINE
— H2O — = WATER LINE
— 4009— . PROPOSED MAJOR CONTOURS
— = PROPOSED MINOR CONTOURS
— -49651-
- = EXISTING MAJOR NCONTOURS
49F6 a EXISTING M NOR CONTOURS
PROPOSED LANDSCAPING
. il = PROPOSED RIPRAP
Know wbats below,
Call before you dig.
IMP
I� !M anE e.cimol leel unlls.
LIMITOF PLODDPLAW
Job No 2016-013 001,0215/2015 O=A.
F13.116 RERAN W.
3.1,111 ALUM. CAP
AMERIN RV STORAGE
USE BY SPECIAL REVIEW (USR17-0018)
LOCATED IN PART OF THE SOUTH HALF OF SECTION 3, TOWNSHIP 1 NORTH, RANGE 67 WEST OF THE
6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO
(GRADING AND DRAINAGE PLAN)
•
LAND USE AREA PHASE I
lANDSCAPIND
PACKED GRAVEL
RIPRAP
TOTAL AREA
06 SO. FT.
63 SO. FT.
323,744 SO. R.
X OF TOTAL AREA
7.7
1.1
160.6
PROPERTY.. AT PROPERTY LINE AT APPROXIMATE RIPRAP AREAS I AND 2 INCLUDED IN PHASE 1 CCNIDRAWNOR OLT.
CENTERLINE OF CALCULATIONS
BRANTNER DROP
LAND USE AREA PHASE II
LANDSCAPING
PADRE° GRAVEL
TOTAL AREA
212.995 SO. FT.
X OF TOTAL AREA
2.9
97.1
LAND USE AREA PHASE III OF TOTAL AREA
LANDSCAPING 17,76 SO. FT. 8.1
PACKED GRAVEL 91A
TOTAL AREA I 921060 SO. Ft.
LAND USE AREA FOR PHASE IV AND V TO BE
DETERMINED AT TIME OF DEVELOPMENT
R9°R6..9 W ITOCV
\A
C. IN COR.SeC.3
FD �R�
•
5
6
E
i iifiµr`illi ilfinurounil
JAY
IINFAL UNITS STATFNFFNNT
All I..I E c.a n
in f 1 vntl tleclmol eat unNa.
LEGEND
+= SECTION CORNER AS DESCRIBED
4—= QUARTER CORNER AS DESCRIBED
+= LENDER CORNER AS DESCRIBED
e= POWER POLE
c›= PROPOSED DRAINAGE PATTERN
U= PROPOSED TRASH ENCLOSURE
—X—N— PENCE UNE
PROPOSED SILT FENCE
-.- DHE — = OVERHEAD ELECTRIC LINE
CAS LINE
— H2O- = WATER LINE
ION UNE
- = PROTPOSED MAJOR CONTOURS
OM' = EXISTING MINOR CONTOURS
PROPOSED WAP E
VEHICLE TRACKING PAD
PROPOSED RIPRAP
Know what's below.
Call before you dig.
AMERIN RV STORAGE
USE BY SPECIAL REVIEW (USR17-0018)
LOCATED IN PART OF THE SOUTH HALF OF SECTION 3, TOWNSHIP 1 NORTH, RANGE 67 WEST OF THE
6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO
(STORM WATER MANAGEMENT PLAN)
M.r Is.BT
LIMIT OP PLOODPLAI
5t
SW.COIL SEC.,
PO.116 MAR W.
...HOEDOC
unto' OP El...DRAIN
WATILPSTORE
INSTALLROPER
ORTAD.LHIFETT
evRo TVI.Z AT
rum
59
_,.SOUTH LOX OF
aw�i�ss� —..
I
/I\ -it
e 1CO@A wE
5
e
�W W140N}NIIf Nk Wi,hY LY��IIY h5M1PIlY1 M NW0 �I N
LOCATED
STANDARD SWMP EROSION AND SEDIMATE CONTROL NOTES
PREFORMANCE NOTES
.mmme Pm,.mS._a..,m....�N.,ao<mdn�m�mt.%*sr..I an m-m,.me
wl inonromune..i.
Tr, Ple,mw.mA=am-
Ibme11n1 mmawd,eexYROFRATimn Ilxmmwa.OaiOy C.wl Cwur me m n a Pmmrtmmwiaak Pemmevwwnmwd Puma
AP, FAAR.*
mvxm.memmmPe�ahw.aCmm„yr.l. R .meploml Ahem mNFillom mn mmn.,oc4434 msawaA a lempmv,w.e®6amNOEFLPF.dm•
m.Aeyum. mavev,mmm ie.A0em.mrammeamm'm OOIM,FRATm1ma ATAOvw.m..a.F.®m.aBAOmmmO N mdaaaa
.�mlvN.m u,RNm wmm.. m m. a W ial.ia. meln ut.
ie. mx.9 nvx4 a' mrrmmmwene4,elmsmamslaPpa vn.xr.++I.miente*P.mM1mam 6RPm.PbyN
lo �mmemlm.Ar- e.,Pam.w,wed
mtmwv¢puo�M,Ammo,
mrymxcw.ua ¢nwp mrmaulbwertsell,lembal
nn wwmPFkwucr1mPl xupmexumv
CONCRETE WASHOUT
CO —FP—
PLAN VIEW
FACILITY
VEHICLE TRACKING CONTROL DETAIL
1. NOM.. BGBBMO CSNIRCI PADS SHALL If INSTALLED AT AL NCRESS/EMESS PONE WERE
SEHICIMR ACCESS 'TRANSITIONS MOM PAVED SURFACES TO DISTURBED AIRFACES
I THE VIC PAD SHALL C01S5'1 DE HARD, 3'_A' ANLAIIAF. DENSE AND DURABLE STONE -
WADED STONE, BOULDERS, RECYCLED ASPHALT, MO RECYCLED LA1501. ARE ND}
ACCEPTABLE WTH IR -3/4' FILTER LAMP OF WAS. ANGULAR ROPE.
3. ANY CRACKED OR DAMAGEDAND/OR
1. PAD WILL BE REPAIREDMO BITERS, AS NEE. 1a HAITIAN FB OM. ANO EARRIIY.M
SILT FENCE INSTALLATION
SLT
T. OF SOP[ TO ALM FOB WATER PONS .
Off 4ENCE.10 TBE HANSZN i1. SRI NENDNAY OS 161511 0 ALSIPES ONGliEOM tCONTOUR0R A
OLAERSMN DM MAY BE REQUIRED.
3. ANCHOR TRENDY MALL N EAGVATED MiN TAO:PIFA. OR WIN SLT TONGNSTNIAROR
' NO ROAD GRAN. 9400ES, ETC SMALL BE USED. 1BONdf SW. BF'WALTED
BY NANO WM'LMMO AAC % OR BY ',HEEL HOLING. DRAGON SHALL BE SUCH GNAT
SILT ICE INDISTS BaNO CATED ED N PUN ISON OUTBE INSTALLED PRIORTON OIAND-SSIBU&ND
S YNNILSA5 UNDO NO. OINIRWSE.
OLMENT ACCUMULATED UPSNREAG OF SILT TERM SIAM. 9E RMO. WREN TIE UPSTREAM
SCUIMENT REMO A DEPTH OF 6TINGES
IT. MN OF SILT YE.
LE TAE 10 BE IMO
SECTION A -A
AMERIN RV STORAGE
USE BY SPECIAL REVIEW (USR17-0018)
IN PART OF THE SOUTH HALF OF SECTION 3, TOWNSHIP 1 NORTH, RANGE 67 WEST OF THE
6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO
(STORM WATER MANAGEMENT PLAN DETAILS)
BMP MAINTENANCE NOTES
STORMWATER MANAGEMENT PLAN (SWMP)
Itis *RAP dupleaWn .. ».. cm6.,.o6ai.te.a,nRm.,' mamma ..FR...r..a..mama. sae. w6.as,a....difmaswMP,...e<„mlad SKI.11.'
m..Oullmm"mmlym.lm.m.11,..«.n,. RAT bfmm..,mmroa...E.,.. .b..mt NARTAIRmem,b11kremem.by..Cm.nvm*maTRAIRtlP„mmpo..a,,;pa:m.e.
l..1.04 xll Afeemem.m..a,<�6ki.T,« ea. m Ow, 6, mm. mml�.'MeYdwTrec4iRsOrred .�.maOleo*.Jr.
mm+d AmumMwlw uA<w,VRmoin'�marmm.m
OAR mma.vlm.mJwle..mly mmkm.TmCnee.mwwvnCmwemem Dal mW FrJwe.vm d.xle o®aA4n rang aOpp. wweemwam.am, vaer.enee 4a4.'Cmube
9.T..Cmxe Wash= Area dmlhmNwvN..IppRol TomArnmw.Ay bwuwmvme
I¢,m ad mCammmWImmmdm. erme edam xmes. uglydiw,Walua aa+ael.silx
U.seamn Omtm m.11x imllmmrv.vy m.Mnmm.:mm mw�w amm maam�eeeem,amvmvk.aaHnm>`4wNs'dal.ovVaum,am.m5m�n.m.mvhmwmwaFw
mmuuavemxeVpfaexa pm.Oe.olw.mlm.mww mu mdmmwpmv®rw��ryPm.a
'gwwedw awd"mmp.wi�wmdm.y. a1= mr.m bmmmma. mmv Mnlm¢ie. pipes, Ms and mkuTaeulume+wl�wbendet ortncbnawleeepvm.m.m diw.merwv
SECTION B -B
Know what's below.
Call before you dig.
SLOPE AND SWALE PROTECTION
vAT LE NON 5 ER,
SEE E
ELEVATION VIE,/
SEDIMENT TRAM. AREA (TYP)
ens
MITITEN
SIGOPE TYPE MAXIMUM SPACING
A.A L WALES j 100 FEET
MOPE OR FEET
WATTLE SPACING TABLE
'-f!
NOTESiT GONIaws, Nu.uNClx rc LwPB"
io,- „r n ww ro ww. �,No,T`°I`°x Awn
STORMWATER MANAGEMENT PLAN (SWMP) CONTINUED
_ APm.m¢min CaHNmM_Wa1LTEPIOM OCAROARE ALFERAAB
RIRE'MI6 ALI & 6A`EAD DAaON 5r DGSwrEROFOS 0MSTORAG=10PLEMT
OSSU YYMWVIvm.vhNM
rvelwa ORTRAILER"PWwAMwTIPLnxOPpcwammWAwmm1,114
1NeTEARD
RGPNEM412rElm' WMLRRN MYTH 6APPYRIwrewp94rnM AWTIPOMpppNAIMAmYUIMPllMMMT.ALL
MKAT
BMAARE,MAPS RTC PI AmwTDwNUATM en aALL AmM XvpMPIRRED
TTEMPOMYVVOITIATON OP ',ARMOR
MPECT.W.O SSTRO.r"A"LUIVMnAITLIRMAS TIEMMACCARITIRt."m'LTAIiPONORRMXPRROM RI6ieRn5rw IM
Omvemw,w'L,pILBROOLD Maw 104MIMS OPRamrArvlN
m.L6:
.TULTma EVOLOT NN000 OLNaAm..mummlmm RIVE P 'W
LtnONA.TOOTL.TD,Noenwtnanrte CVALmnMN,wancoi Moovouoa
W.M'muKIMNLLmsvpNNMnRCaNmIKMNEWARR STRsROURACTO Nm
OPT
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U[nM YP`001.71111RION MAT MO VP_
MO —,A=
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TRITIVCCMSTOILMON MO 11
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sORAcsmTnO�laa tr wul ' AASIMMIII£(.1.00006MEROWNSATIMILIOLP. I.. UP PSTILSTE9.11.1.6.111
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ASTORLIEETTORSTRucrnwwmwann. aue"w MCORP OCTIIO n®Avm�aOMu" "mnTMLWWRiIARRaOCAPET n°'"a`I'
RTA.R.RE,0moRy.,,,A.p.opo Agog
MOOPOCOVFIIISFFMMOVE
INITLErITION
TOPPRRANPARLIAILUTTRULACOASOMPTOPTIVORIATORATSTORSIWATERMANAGOONTPLAIL
AS TPA
W�T�S WS. 6D SIVC,wDSCAarPA�.MmNIRAPOSs.TAR,n„WOE "NwAIVPIAORWPM ASXI�ARETO
. PXornacBA61WNmAmNOFwTVIOUV
CONTEVVIIII1R 1,101 TOTOMMEPA%mteemP RIORIMAR`1TX.I.AR MPITT�iR PwletiCTM(FOX¢ RPCORSTIRETRA row=AA.m.v-Tmo m TIE NnRw+vA MOSTRTMiuvrvrma'xvmu
0iR,OUAurcmYu AT10,1OzslONulOR"OO"OO1nIO..wdl
RnNIJAVIJA
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MPSICRIVIIIA.A.ASS AM. I.
umM'mOMBESNonm AKIEU 1a OR TO ACM MA REUSED ME
A
s
itref 11RYfIVA7Ad74tlk@611714fr:briNd gnu
RIRRAP GN OESATN
xE'- TAN
avr. szl R
EDHATE RUCK
DHME, (,,,,,,
Da (100+65)
TYPE ,
5
2
B
TS
TYPEL
-10 2
]
9
TYPE u
Too
35
2 to
B
2
12
'Om . MOAN ROCK SUE
SOIL RIPRAP NOTES,
ELEVATION TOLERANCES FOR TIE SOIL RIPRAP HALL BE 0.10 FEET. TALI NESS OF
SOIL RIPRAP SHALL BE NO LESS THAN THICKNE55 SHOWN AND NO MORECTOME
2 -INCHES GREATER THAN THE THICKNESS SHOWN.
WHERE -SOIL RIPRAP-15 SS DESIGNATED ON THE CONTRACT DRAWINGS. RIPP VOIDS ARE
NATVVE FILLED
ATWNE FOLLOWING PROOPPORL. THE n0NS BY VPRAP VOOLV EBE PR65PIFRCEDMORIPTHE
P NO
35 PERCENT SOIL THE SOIL USED FOR MINING SHALL BE NAME TOPSOIL NO
SHALL HAVE A MINIMUM FINES CONTENT OF IS PERCENT. NE SOIL RIPRAP SHALL
I RESULTS IN
RM. w�IN A
VOIDS�FlLLEDT A5INTERLOCKED
COMPLEFELYW.501 SEGREGATION OF
OF
MATERIALS SHALL BE AVOIDED AND IN NO CASE SHALL ME COMBINED MATERIAL
CONSIST PRIMARILY OF SOIL TEE DENSITY AND INTERLOCKING NATURE OF RIPRAP IN
THE HIKED mATERIAL
PLACED WITHOUT SOFA SHALL ESSENTIALLY BE THE SAME 45 W THE RT.. WAS
WHERE SPECIFIED (TYPICALLY N •BURIED SOIL RIPRAP') A SURFACE LAYER of
TOPSOIL SHALL BE PLACED OVER THE SOILEPTOP AIL ORDING TC THE THICKNESS
COMPACTED
MPACTED TO ECIFIED ON T THE
DRAWINGS.
MAXIMUM DENSITY SURFACE
WRCIU(AYE100 LL RE
PERCENTAGE POINTS OF DPRMUM MOISTURE IN ACCORDANCE WITH ASTM 0698.
TOPSOIL SHALL BE ADDED TO. ANY AREAS THAT SETTLE.
ALL SOIL TIPTOP NAT IS BURIED WITH TOPSOIL SHALL BE REVIEWED AND APPROVED
BY THE ENGINEER PRIOR TO Am TOPSOIL PLACEMENT.
Know what's below.
Call before you dig.
AMERIN RV STORAGE
USE BY SPECIAL REVIEW (USR17-0018)
LOCATED IN PART OF THE SOUTH HALF OF SECTION 3, TOWNSHIP 1 NORTH, RANGE 67 WEST OF THE
6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO
(RIPRAP DETAILS)
GRADATION MN GRANLILAR BEWx
P Dv wecHT
U.S. STANDARD AEVE s.
TYPE 1 COOT SECT. 703.01
TYPE n LVOT SEtf. ]03.09 CLASS A
3 INC.
_
90 - ,00
T6 INCHES
-
-
A INCH.-
20 - 90
16IN B�
100
_
#0
95 - I
O. - 20
O.
45 _ 00_
#50
10 _ zo_
/TOO
2 - 00-
6200
0-2
0-3
RIPRAP BEDDING
THICKNESS REDMEmENTsN L/. BEDDING
WRAP OESK:xATOry
MINIM . BEDDING THICNNEss CINCHES)
N
nNE-GRAIED
TMPIE 50.
TYPE I (LOSER LAYER)
TYPEOII (UPPER TAO.COARSE
TyPE II
V. (No - 6 M)
A
A
B
L(ON.9 DB
a
A
s
M00o.121N)
0
0
6
H (O,A o 16 W)
a
6
VH (0. - 2. W)
.
6
B
BEIWN ONE nfor DYER OF TYPE IL to7V. TIE T 117E7Ou OF ONE LAVER
OF 11K n OF FILTER Ram FG AWL luoT BE PERWi1ED AT DROP ND AT 0600 DSTRU
2. TRY PERCENT OR 2,20000 ST •5EIN{ 15150EDWON TIE e P 50000 6Urs vTABtE
FLOP OFBND: WSE
CHANNEL 0EO --\ N SISSPOPFRRTOO, 2.sx IV
SOILS OO u. THAT AE�
NOT c NEB)
TABLE I. Nix REOJI0ENENT5 FOR TIRE NL AND L VOID -FILLED RIPRAP (D,, - 6 TO 9 INN)
APPROPRIATE
P
(BYVCLUME)
MA�EAL
MATERIAL DESCRIPTION
6 PARTS
PIPRAP
TABLE ]INCH (TYPE VL) OR D.. B INCH (TYPE L). SEE
I PART
,LL
MATERI L
TTM (VEHICLE 54 TRACKINGCONTROL)ROAR
4CRUSHES OL%
3_IN OEVE 0-IOx P.ASSNG 2 -INCH SIEVE)
0 PART
MATERIAL
a -I us' RUN wR'' M"5-", RrvER Root ND
a_R PO SES 111 NWA 5005 ao-OHS vnss0No
INEH 59.00 Sax PASOMM 416 0000)
PART
MVORERI L
A
TYPE II BEM. (CRT.° ROCK YATH Mx PAs9N5
p 5505 4A LIVE u_ OS PAs0x RN00 SLEDS), °*-
.., TO 1 PART
MaTERIAt
NATVE TOPSOIL
VOID —FILLED RIPRAP PLACEMENT AND GRADATION
TAm£ 2 MIX REOAREMEHT. FOR DBE M Ax0 N vom-FLUX 00004, (o„ I2 To Is INCH)
Z.67(ePo.
rma.9
1W'C
uAT vnAL x5CRmTox
6 ,,
mPRAP
TA00-0000 (TAPE N) oR o. -15-M00 (TYPE 0). SEE
2 PART
000_
400ERIAL
- GE (mom 80505
P.40C 3 -Iva 5-005 lo -200 Pnsvxc 11-00 Sr.
I P'‘"-
V01050 T1) 000Hox 5000 000
PA..-
3 -NCH OErE. O-HOx PASDNO 2-INa YE.)
T 6200
UAW'
-ii
CE',Ita RTry ROCK ANO
0010.1 AO PP'So IC lE 040010- o5- PAsONUE k -50H
I PART
-
EO 501015.055-0 c0b-INC'pox SEE60G Ox
201680AL
a44'oSM 5-0 o -ax PesauG :200 SILVFI
1 To I PART
:TEma.
NAT. TVPE0L
TABLE 3. VOID -RUED RIPRAP PLACEMENT AND GRAOATN
DESIGNATE.
GIVEN SMEEEBRTHAN V WEIGHT
TEMNN . (INCHES)
D, 106,,,,y)
TOO
I
TYPE VL
So -70
50
5
6
100
IS
TmE L
�u - 5-u
9
TYPE
._Su
Ta
12
TYPE
20 -TOO
55, 35=500
30
24
IS
TB
'Dv,, . MEAN ROCK SIRE
NOTE Mix ON STE AND PRIOR TO PLACEMENT
1.(WHERE _SILL BE T RIPRAI, MIXED WITH IS THEETu40100 OND E 000ATEOTPROPOR0ANS
L5TED iv TABLE I OR TABLE 2 TO FILL THE VOIDS OF THE RIPRAP.
2 AND ARE SUBJECT TO 0 OSLMTENiNTABLE I AND By NE ENGINEER. TABLE
2 ME APPROXIMaTe
3. THE RIPRAP AND VOID -FILLED MATERIALS SHALL 9E STOCKPILED SEPERATELY AND
THOROUGHLY iO PLACEMENT AND SHALL BE Iry ALLEO AND
• 1L.PSO UTHAT A DENSE, INTERLOCKED LAYER OF RIPRAP AND VOID-FlLL
MATERIAL I") vIDED wILH RCOMPLETELY FILLED. THE LOOSE
MATERIAL SHALL BE pLALEDIN A SINGLE LIFT OF SUFFICIENT HEIGHT SUCH THAT
BE ACHIEVED upON COmP.M. IF THE COMPACTED
MATERIAL IS BELOW FINAL GRADE. PLACEMENTOT OF of ONLY THE SMALLER VOID -FILL
LATERALS TO ACHIEVE
NECESSARYTOADD MORE STANDARD SIZED 000- CASES
FILLED RIPRAP AND REMIx THE
ENTRE THICKNESS OF ROCK TO ACHIEVE THE DESIGN SECTION. SEGREGATION
OF RE TERIALS SHALL BE AVOIDED AND IN No cAsE sHALL THE COMBINED
MATERIAL CNSST PRIMARILY OF THE TOOID-FlLL LATERALS. THE DENSITY AND
DITTHELOOKING SAMEAS PANE 01000? A OF RiPRAP IN P'.ACEDE MWITO UTTER.0.0000 NE VOIDS.
BE
• ACTION OF THE 000-FNLE0 RIPRAP SHALL BE PERFORMED BY WHEEL
A ROLLING. WITH MEA0 RUBBER -MELT EQUIPMENT (E.G. FRONT END LOADER).
THE O uNECOm ACTION TOF ND WATER SHp L BE ADDED, SHALL BE LAS PT NESSARY. AT NNE
OLRECTON OI'"MTHE ENGINEER. NEC
HviNERE DICATED ON THE LL BEPLACED OVER THE
ORACIOGFILLEDORIP., THE TOPSOIL RFACE lAYER OF TSURFACE
LAYER SHALL BE COMPACTED TO APPROXIMATELY B5x F IN
DENSITY AND
WITHIN 0 PERCENTAGE POINTS OF OPTIMUMMOMOISTURE ACCORDANCE WITH
• 0698. TOPSOIL SHALLBEADDED Y AREAS THAT SETTLE.
ALL v00-FlD RIPRAP THAT U IS SORTED WITT TOPSOIL SHALL BE REVIEWEo AND
AppROVED BY NE ENGINEER PRIOR TO ANY TOPSOIL PLACEMENT.
J
EZ00000S TREF Pi PRONG DETAIL.
S -REF PI AWING ',REAR
nnafriAMERIN RV STORAGE
�wa�o-�iriK,uuu nol
USE BY SPECIAL REVIEW (USR17-0018)
LOCATED IN PART OF THE SOUTH HALF OF SECTION 3, TOWNSHIP 1 NORTH, RANGE 67 WEST OF THE
6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO
(LANDSCAPING PLAN)
w.: Ls3 �.�
LUMINAIRE: FFLEDSR
MANUFACTURED BY
RAB LIGHTING
08LE' Ai
DESIGNED
BY OTHERS
LIGHT POLE DETAIL
uMEER 00 TREBs. TYPO. ANO MINI MUM SITE
COMMONNAME
MINDNUM
AcARODDIALA OYA CALIPER
s SNOW CRABAPPLE
214' COUPON
AUSTRIAN PINE
PWUSNIGRA
PLANTING TARLE
LEGEND
-= SECTION CORNER AS DESCRIBED
II . = QUARTER CORNER AS DESCRIBED
+= CENTER CORNER AS DESCRIBED
0= PROPOSED CONIFEROUS TREE
O= PROPOSED DECIDUOUS TREE
= PROPOSED AGED FOIE U16AL UNITS STATEN, -
X= POWER POLE
TALL
IT OT.EI dI!IPT ea u.a r,"°-"
o,
Erg=0 SE ENCLOSURE tl ec nwl feaun
% N — FENCE LINE
AL FENCE
ONE — = OVERHEAD ELECTRIC UNE
�..s....... ,_ _ PROPOSED LANDSCAPING
I"v,.,,..R . -CCI = PROPOSED RIPRAP
PROPOSED
TREES FOR
scREENTNG
LOCATIONOP
pROPOSED
EDE UI') ISE
a
PHASE I
RIERAppliRsifEETS
eRopERTVUNEAT
AppROxIMATE
CENTERLINEOP
BRANTNERDETUI
RD. igbrtERANW,
3 -ltd. ALUM. CAP
IBBEDBPAIL)
sooru
MAE
LAND USE AREA FOR PROPERTY O/OF AREA
FLAMES GPIVEL I2,676,9S0T 0 +/— sSO. FE.N .T O. R. 25
TOTAL AREA /- 50. R
BURIED RIPRAP AREAS INCLUDED IN LANDSCAPING TOTAL
Know what's below.
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rm. Reim,
uP-\\t
r
I
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