HomeMy WebLinkAboutCivil DrawingSheehSndexection
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Cut/Fill Summary
G ding
guru
Name Cut Factor Fill Factor 2d Area Cut
Fill Net
Dnvewaysedum
Vicinity Map
,w,p
�.
Surfacel 1.000 1.000
78146.19 Sq. Ft. 1147.73 Cu. Yd.
1690.67 Cu. Yd. 542.94 Cu. Yd.<Fill>
Cut/ Fill Summary
anaes
Totals
78146.19 S Ft. 1147.73 Cu. Yd.
4•
1690.67 Cu. Yd. 542.94 Cu. Yd.<Fill>
C-2 Middle Speller Grading
Driveway Section
Compost Socks for Sediment Control
Culvert Layout for Compaction Zones
O(pinal T.IA, Tonal HiNffwr Remcaah Led
pA
C-3 South Seclion Grading
28187AL RN802740a'CEPTRN7846"
FUTURE LOT 13
291m6o_6 Dnvcwdy Secllen
Hare since Deer soldas 7-35acm + ha tral
aY
6 CONPALTfO
Aorta AwLl Gullet ProleLlion Octal zsNeuoaa
s�caNPACT[o
rn 6a L,
! 7�-A
p%2r2 Private Driveway
Num PorOon: ShIC-1(1+ootolo+o0)
Storage area her Consluclion
n'crr.L�.cY4ssAa a
FUTURE LOT �' �
y
- ^ avAY.
I
cemaPrshle-z1la+ooml9+oo)
To herevegHsed upon mmplelionS
Sarah Plvger, lipn sin Ca Ds+oo la z7+s4f
!�•
aLQShcA5L3+1/1r
Section
g daF
�'
cAp
O'merc Appllpablq
7
❑flVafVa $ectlon
ThaVEC0UG.11LNGmarRev+SR35LahJ
Q; a iaLlETalflallL Hillman flevo[able ]rust
f
Leowno born N to SNTS
292Ac
RN802740
�rAr3lwraeu
Electric Gale - r
r
Notes
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1 Site Plans for each lolthudding shall he designed for Fire appoiatus auessddvasal lineal building
' Grade m drain In
permila xnv sno aDOrwed by Colorado River Fire Department Eivwrm Claell Fire Marshall
nded
Life 12-A
LW 12-A S8.INPLR
sung PVC
oa+
,NA 1006212 �yy
% ►•
_ Fr4a ly Fr4lg pl wtl] Gi'wn to he
all weather surface, 6'Class 6 ABC -_
culverll(FIL SE 9)
r.L�
2 Near each property line a sign shall beposted 'Fire lane- No Parktng'on Roadway (i�)�'
SO -Lot A
Mail Beargo
k
4-J
Two signs al cistern and SE comer shall have steel bollards No loading above crslem
RN9GTSB3
Aandpnwwpry.w a ,'
gMmtiGdhM.lNifiw 0A7
S-I Imale NST Fine Siphon
Svnvel w/PWalp ps;em lm Fire
` �
��
3 Fire Storage Crslern(6K pal )shall be available at ALL limes It. shall be the lot owners of Tran Elo
�-LOl za
OeP: 3Cabcve9ratle
4 limits Underground Fire Storage
��
20' Travel lane excluding shoulders wilh 7
kglmu'eIrAGY 1l>a�'S eAo iCL'R10�>1M A17G{
RN963S93
IN
•• 3 Largcl*AgVryl
- 3 -
Approximate of
Vault. (Burning Mountain File PotecticnDistrict
all weather surface, 6'Class6ABC
4 Additional edge of driveway on both sides requires reshaping to provide 20drivelaline access loom
Vicinity Map showing Overall Grand
Cistern manway 12) for maintenance -
Inspected and Approved 20090707)
`
Sla 1+29 to 27410 Additional grading also required al hammerhead(Sla 26+75)far fire truck
ping CH 237Addfeues are sown
andlm Irllmg by Homeowners Group
Agrcement la be recorded with Coom, Tract E
Ownerandwln each lntore35-acrelclowmarat
11OLF _
rum-a+ound
Hogback Subdivision
ai
Exemption u(�Oin lieu o/flNs
Sale Responsib11111es will Include "Knox Baz'Ney
NO Pmkmo� ��
Swlch al gale for CRFPD schetluteGmspe:lisns
sign Inear P/L1 \
-
tv w �tf4r0a Ax0 avla�WIeYALI
Exisling(i�E �
5 Basis of hearings
for this survey
is hearing olNB9°29'25'Whdwam We northeast carrier of Sedrm
6 TaclErsapoNdlhe remainderoremaindermel er Pal created by the Grand Hogback Subdivision Exemption recorded under
limes
.r
overt(F/L 559) �.�
Lc, P15. 1529 �-
C/L FG Si 65
FUTURE LOT IS
24,a USGLO Brass
Control: Purim
Cap and the North One -Quarter comer el Section 24,aBlAl Muninum Cap
mark on steel plate an lop of dam approximately 2OOlem west of FICA gale
N N 754141878907E Eight 35aae plus lots are possible users of this common driveway.
ghl
7 Suvey pedacmtl m3meam duly, 2024 Property miners and points lobe set online are nails with Nagged lath
l E!rvu .Wwifor G2nd14aglad�.6a¢nlfwrefx PaKey 1,
2 B 3 R N 985045
gurnuu c Wooer, Fea I6NOr $hope, Oomesfic well,
µ 1w1p Query t!4wmen! undx RfD. 1002170
Waq A.4y�pp Ier AamN 1A. 2, 3 Owners
(No Improvemonls This Proled-
Easeniif needed In future)
Fnmwalurr2aUexx
�Cempwny R.H TL064u
Parcel lA
R. N, 1006213
f .11A
R N 1006213
CP 500 1,652,971 402 N
_ y 2,391,5643426E B. The nowws weeds klanagmpsail and Hmmsmnguehave
rto sprythe ite(an anysubWlsite
Elevation 63454E Camour lnleml Heel Weed Management Phn IniOally Contractor to spray these (and any olAe nmdous weeds present)
wilh eilher RmndOp (gtyphmale) m Wmdmasler (2, 4.d+Oinmba) 1-2limes per growing season
Three; tAo SbAlropillIt.
\ Connector to read application rates and team label (it is the LAW( directions for each herbicide
Basin Ploll For possible remmusemmdvisil wwwgadield-caunly.cam/vegelalionmaugemenl
�. Area - 0 0623 Sq Ah
0-- 469 tls
�\ 9 Erosion malrol lags mdAur silt control lmemg required along the toe at all fill slopes along the west side of drive
_ Limits of Olslumance i - 114 crs
Appox 4C400 SF and al outlet al mFred eoossings, appodmalely 12001ineal reel See detail Sheol G2
Col Slopi 21 Max
Fill Slopes- 2 1 Max 10 Revegelale dstudlm arms Wlh Oo lollowmg sped mix available at Rowing Fork Valley Coop, 0760 Hwy 133,
Camonmle,COB7623 Conlam HehdkL(970)730-0074 Platluced hy6nn&W StedCG
Nw..a Joel HWavr IA. .T] Mountain Biome
20% Slender Whcalgrass
15% Thlckspike Whealgrass
100 LF ! a•¢ 15% Blue Wlldeye
Flood Ha cord Map 000205 1000 6 13% Becky Mountain Grass
12115!19771a no longer in print �� '� 5% Tulled Hangars
per FEMA National Flood Haurd f
Layer Viewer on FEMA web sus Hi PI 9201 23% Santlburg Bluegrass
CIL 16319 `` 2}% Paine Junegrass
2% Big Bluegrass
Seeding Rare 12-15Ins /ac
11 Seeg4n b15ea1i G3r6gry-p fse Qdn�
FUTURE LOT18 �� individual lot development egrinal Gra.Tw'W
FUTURE LOT 17
FUTURE LOT 19 Dissipater - Outlel of HOPE
Emergency Overflow
20'Laver lane.,Iodingshouldosvolhr� _
all —I rsu—a Class 6 ABC MW
\445Ch al7npleBwrel124'Wmn'rtp Type 2 Cooled Count d Steel P
ADS thigh all Polyethylene) Pipe A6 ti
CA Her = 6255 58
26 33 LF.11. FUTURE LOT 16
hrvm lap 625221
Inal 625,95
Provide 30 SY 12 ^ Nature Rldi on later
"do Ior L =19 (Average W = la)
X chmar Joe wall at end level anoss 15'md
6320
Solo
L1fa= II
e
LW 61 it
4lmu
LY0 se 61
el91
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6200L
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>e ur waste:
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NPS 3+m63
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1 [rl
0 3
6250
6250
6240
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6230 =�
road
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z.oc
a.00
a.m
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6,131)
AroMde CL•9tive.Slail+00toSI871St00
Scale: Veri.=30r, Hori2.=30r
wa
� V
6320
6310
6300
6230
1 :Sh
2]0
dtSo
j—
W 624D
BOUNDARIES
UNLIMITED mc
CIVIL ENGINEERING,
LAND SURVEYING 6 BEYOND
923ewrAwnue,Ae 261
6lenwaod Springs, CO 81601
help: 97U 9455252
www Ill cam
rnK ee Svneym SrJi
L t�
Clicnv mfomudom
fond L Hlllmon ReVoco le Trust
Cleverlcheool cam
Aspen, CO
Subsume c Udlrxy enginecring(SUE)
xrgaired Pmjecc NIA
If NCY, SUE CcrdOodan by:
Firm NIA
lob ii: NIA
NIA
NORTH
Sca
0
Know whets below.
Call before you dig.
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Agenry^Pp 1
.Agen�
Depc
lay:
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Wm
s
llfeareIar0ine
—
cxurvaop: Ban
vhLq
Design -
Jul C-1F.,
pl
uric:
RIRI
25' S0 55' 25'
Minimum 12 of ;'screened j
rack below storm pipe to 1 n
springhne o1 pipe 00 NOT
ALLOW PIPE TO FLOAT UP
j" Nalive materials and less
placed in 0' lilts and
compacted to 95% above
Ptps F,R6pvra JI Atl I Place Nalivemalensland
compact to l 6' below lop compact to 18'below lop
of FES and place8 it, of
FES and place all
rock native rock detween
x " Place 6 Mlmmum n
under Flared End Seclien
bom led to CMP IID
VOIDS BELOW
■x ix
se'
'y 160' oY
Culvert Layout for Compaction Zones
See Sheet C-1 For Notes
20' Travel lane exclutlmg shoulders with q
o11—did, sudzce 6 Class 6ABC See Sheet C-J For Outlet Protection
[.T r " FUTURE LOT16
'No Parking`
sign hear P.4)
I50 LF
1-5' X 1.5' WOODEN STAKES PLACED 10' O.C-
COMPOST SOCK (B' or 12' TYPICAL)
WORK AREA T BE PROTECTED
SECTION xrs
1,5' X 1 5' WOODEN STAKES PLACED 10' O C
AREA BE
PROTECTED
COMPOST SOCK (S' or 12' TYPICAL)
WATER FLOW J■
WORK AREA
NOTES:
1- ALL MATERIALTO MEET SPECIFICATIONS.
2. COMPOST SOCKS FILL TO MEET APPLICATIOREOUIREMENTS,
3. FILTER MEDIA TO BE DISPERSED ON SITE, AS DETERMINED BY
ENGINEER
PLAN x s
Compost Socks for Sediment Control
NTS
FUTURE LOT17
EM.d...ang 12' HOPE 5 LF
al26%Pddi eras. laps al
5'mdms at nullel L-15 7
= y•
EASEMENT
It TrmtIs Is., excluding shoulders wills —�
all weather surlsed. 6" Class 6 ABC ____ {
Y
— — — — —
'110 Par-- � -- 1-
100 LF y sign Indar P]L)
�o
l4;roA F/LRA6mlpesl
H67r1 WPOvNVmr
per FEMA 7 is no longer 1n punt
perFEMANauonalFlood Huard FUTURE LOTIB
Layer Viewer on FEMA web,ile
Al
FUTURE LOT19
— Toll 12-A --- - �"
LVC 3299
Pa STA r1013343 LVC 596f'
runrr lX GVI61a it- "as
1M t, _ elMill/ Win tall l
GiP 11ar1
VC 2c .. MyrA Id.42 ]a
22 LF-1?HOPE at 26%
Nei ems. Ings al a 5 defies, at
outlet 11=15'
VAAWUlk
Orivewa Secir6lR
S le NTS
Basin 2 (SmI l
Area = 00505 Set Mr
O•=395%
0•-96 CFS
Loi - 12-41 27
CIL E6-956B
Ic
EWMQ call
----�� 'Hl p4eirrF Type Bock
94)Iw'PAM RedetlnLerO
2O Found lane viI,idni i.r'e{-•i wrl
allwedaerW!e!. Y CLk63.Wi 175LF
18+8175 Clr nI Triple B-1124
Alumimead
H Type 2 Coaled Corrugaled Steel Pipe OR
ADS (High Density Polyethylene) Pipe
o CLElev=619649
y� 26 33 LF at 2%
rn Invert In 1 T5
Inven ON 619273
Provide 30 SY 12"- Nat vo RpRap 00Idler
cloth for L = 15' (Average W = la)
3'ixry lee r.0 R sd, k dAscu Ij1mw
See 9W C3 kid Oullel PMection O lail
r,t
�N6
A11DY Y11 I
6240 - A m 'm % i LVC fi• N
a La milli m v PA SIA rfi+023y
/�A LVC 5].
6230 nV2im M911p II9e
6220 _ j Araas _ yR' X me U16146°A
LP61. IrP
6210
62. m
6190
.pp Timm le.aa 13.W 14-00 IS.W
Prolik! Ct•0rNB S1210+00111 Still 19+00
Scale: Verl.=30', HDriz.=30'
16+001
ll.a
li
a SFWI3-a
IE c]I:-Aclu
U'Al liGE,
fi2fia
62]0
fia6G
Use!
I
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Ce
fi2.Y
6210
:Zri •
619a
BOUNDARIES
UNLIMITED,N�.
CIVIL ENGINEERING,
LAND SURVEYING 6 BEYOND
M coaperAteental III,6lenwaall Springy CO O1601
Iele.970 945 5252
aattr Inc cam
iip:r.rr •.r . u °.
Crrem Inrormanon.
Subrvdau Udltcy Engineering (SUE)
acquired P11j1= NLA
1F"1'eC, SUE Ccrurrndon by
Firm: "IA
Job n: IDA
oar NIA
NORTH
a 30 60
Scale r - 30
I
1
RrlowwhaYs belovlR
Call before you dig.
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Agency.
Dept
Da[c:
Commenm
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pare:
*rzarza
I
r�
2 CmnupanletAl SteeAl lPulm
(High Density ProyelhpeelienOn¢RetlATDySpe 1I Pipe
6 Toe p4mItr Ti lr rol
Place 6' Idinimum under min on Dear y[1IF
Flared End Ssch rn 3'
Compact 10 9E'-, Including
of
6"toe al end of FES
ND VOIDS BELOW NMI
P
Outlet Protection Detail
See Sheet C-1 for Notes
See Sheet C-2 for Culvert Details
Basin 2(Seulh)
Area - 0 0505 Sq M
0=- 395,11
0^ 96 CFS
FUTURE LOT18
1
5
II PI p�19 4113 lh�
h
C/L FG - 97 48 L
150 LF
p,9prlC r� lower culverl to
Rehm I' cover poor to Clara 6
&land e.iaong 3P HOPE Dram
pipe 10 LF
25 LF at 10% I9 30 C/L 9746 �'tra.nnR UVlxsi ritualon,
Ilewl E In-934B aarl inflate 6" ❑ns FANG
Ncw I E Out- 93 23
Provide erosion logs al a 5' Radius
al outlet L-15,
FUTURE LOT19
— "'/ ,�__----�__-------------------- — —`----- _ NO PaINInp
sign (near P/L) a
Cubed Crossing Installed to keep Zero
ttprr Fpi_ a1` Ignre� kyr
25450 Ch 16' Aluminized Typo 2
Central Corrugated Sleel Pipe
CA. Elev = 52 29
2633 LF Ida 1R
I la=4975
I E Old-4949
IY Ade 1Q 5v 1T it n alnr $904
an Fuller Clolh la L=1Q, W = 6'wdh
3' deep has wall of end peal across
end) See Detail Ibis sheet
Ilw9yGly 0.sgvw
fr Flood Heard M e longo05 civil
aor FE 1977 is no longer in civil 1
per FEMA National Flood b Sto \
Layer Viewer on FEMA web sale '
2' S Oi f+
l6' Compatled 2Shoulder
IIarM Gala) end bar, t6' Compaeled
2p Nalwe Gravel)
Driveway Section
Scale Nis
HE Note 11 Addrbonal Fire PrpleUion Gallia
When the Iarlhbsl pcnrd of new home inn all line, lots 13-20 cannot be reached with 150 IE6101 firth use bond book on the
appeared Pri ate Access Road. then an indendual 20 fool wide Driveway is required to inner an tat which meets maximum
deanm
The maldnam disianee lim truck can bask -up is 100 fel For Lo1211 he reloWled hammerhead U. the 05 26 26 on ,In
meelingv.:Ih CRFRsa:rslms M-s Allhaughit rs60leel longer the hammerhead is more aceessltle less sleep grades)
Than miy:nal as planned
The Colorado Bedlile Resiliency Code (CWIIC) is a sla'ewide, mandatory set of mid
fire-resislad cnnslruclion and
defensible Spam slandards-elle[Irve July 1, 2026-applying to new construction in mapped WiIp la rd-Uman Inlerlace
)acres II requires Clan Amols, ember-iesislart vmis. non-comhushble mate a:s and a 0-51t non combustible
e around the resrdenm 5-301I. sane vepelation no binds 30-100'sparse Imes Although these are not issues
addressed nor delermmed by this Priate Cerebral Plan Sol it is a must Iur individual silo plan consideration; design
All lot rwmoswill need to whom a formerly plan and the plan be approved by CRFR prior to the issuance of a building
pomil (Not a Pad of this Proll
Address signs shall he posled A each dare ay enlmnm al each mdmdual bl (rlol a Pau of thus Protect)
Lane Sr
2902'
_
Ito Perform H.
Lane Sign
��
3d1
I
'�
Lane S g
k
FUTURELOT20
j
.1 1101
,
r
No Parking Fine
'
Lane' Sign
F
3751E /
21Y Inlet lane wreludom shoulders ---- r
with all weather smlace,e Class 6 ABC
Lot 12 A RLA
R.N. 932840
and 932841
"No Parking'
sign (near P/Q
LVC 1p6 11
PVI STA 19. 7436
tit be: y
�' 0 •- K 6210
O 177a -0 a11ttq R ILK 759e
O - w. rr4 . y nT 6Ls% rkri Eno
ova L rd[1P1 try J
+ a � = 3 � a � E+< Haar =1 Endo
� 4� _ �� c� �-S ins h�rrAl
pro
c' Lem t]99 6190
EIAq m EF�P_ Pro VA-2627
_ fund
find _ !
o _ •a lla m - sir na}CJi
E110
Elm N U W [
sell. _EI60
rise
Elsa
61ao - _ -1p7A �r Er4
51ad ad
6120
•Card 20.40 21t00 22r14 13+00 24+On as.. wsa0o 21-M 22-16
ARlllle: CL-130 e, Str.19+00 IQ 5107+3S
Scale: Ver1.=30% Hariz.=30r
L BOUNDARIES
UNLIMITED
CIVIL ENGINEERING,
LAND SURVEYING C BEYOND
923 Cooper Avenue, SIE 201
Glenwood SprlIII CC 01601
bele:970 945 532
whow.bul I
Engineer or Surveyor Scal
0�
J�
�Qt
Uicn[lnto
Subsurface UdOry err 11 I, (SUE)
Required Project NEA
If—, SUE CcrciOadrn br.
Firm: NIA
lob r. NIA
r— Fix
NORTH
0 3V fig
Scale I' = 3 e
1
Knew whaM belOW.
Callbefore you dig.
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