HomeMy WebLinkAboutPlans1.
~
/
TRAIL RIDGE ROAD
~
r=-~"~· ELEV:: 8544 ,l '
\ ~) )
/ /
CHEVRON USA
PROPERTY
GRAPHIC SCALE
'--....
\
\ )
/ / /
T 'i---•i
( IN FEET )
1 inch = 1ooft.
EXISTING LEGEND
----7900-
-XGl > --XS.0.S XGAS -_, ___ , __
EXISTING CONTOUR
EXISTING CONTOUR INTERVAL
EXISTING GAS
EXISTING WIRE FENCE
PROPOSED LEGEND
----7900 ---
---4"ss ---
---0------
PROPOSED CONTOUR
PROPOSED CONTOUR INTERVAL
PROPOSED 4" SANITARY SEWER
PROPOSED FENCE
- - -- -PROPOSED 12"CULVERT
---SF PROPOSED SILT FENCE
SPOT ELEVATION LEGEND
BOW= BOTTOM OF WN..L
EOA =EDGE OF ASPHN.. T
EX = EXISTING GRADE
FFE =FINISHED FLOOR ELEVATION
FG =F INISHED GRADE
FL= FLOW LINE
HP = HIGH PO INT
LP = LOW POINT
MATC H EX = MATCH EXISTING
RIM= RIM ELEVATION
TBC = TOP BACK OF CURB
TOC = TOP OF CONCRETE
DRAINAGE DIRECTION/SLOPE
..._......-XXX:XXX.XX '
SPOT ELEVATION T
...._...-TOC :7900.00'
EXAMP LE: TOP OF CONCRETE @ 1900.00' = y
'--..
WPX ENERGY ROCKY MOUNTAIN, LLC.
TRAIL RIDGE EMPLOYEE HOUSING FACILITY & ACCESS ROAD
A PARC EL OF LAND SITUATED IN SECTION 3, TOWNSHIP 5 SOUTH, RANGE 97 WEST OF THE 6TH P.M.,
COUNTY OF GARFIELD, STATE OF COLORADO
EXXON MOBIL
PRO PERTY
SEC.34
-------------
~
I
LIMITED IMPACT REVIEW SUBMITTAL
I /
\ \
I
I
~\
0 ) \
~
/
I I ,-I
I
I
I
I
~\
/STORAGE 'V'
BUILDING
I I
I
LEASE LINE "-..__~ ""' ~"------"--~~~==~~~ I
I
I
I
I
I GOV'T LOT7
I
I
I
I
I
I
I
GENERAL NOTES:
1. THE EXISTING CONTOUR INTERVAL IS ONE (I) FOOT (DASHED). EXISTING CONDITIONS ARE BASED ON AN IMPROVEMENT SURVEY
PERFORMED BY SOPRIS ENGINEERING, LLC ..
2. SITE LOCATED IN RESOURCE LANDS ZONE DISTRICT, ACCORDING TO THE ZONE DISTRICT MAP, GARFIELD COUNTY , CO.
3. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO THE AREA WITH IN THE LIMITS OF DISTURBANCE , THE
CONTRACTOR SHN..L NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNER INVOLVED.
4.
5.
THE UTILITIES AS SHOWN, MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
CONTAC T ALL UTILITY COMPANIES FOR FIELD LOCATIONS OF UTILI TIES PRIOR TO CONSTRUCTION.
N..L GEOTECHNICAL REC OMMENDATIONS MUST BE ADHERED TO.
6. PARKING AS INDICATED IS FOR AREA NEEDED FOR THE SPACES PROVIDED ANO CALCULATING THE REQUIRED SNOW STORAGE-SEE
TABL E ON C2 FOR AREA . PARKING IS NOT DELINEATED INTHE FIELD.
7. VEHICLE PARKING IS 9 FOOT BY 20 FOOT
8. TRU CK PARKING IS 10 FOOT BY 50 FOOT
GOV'T LOT 6
SEl NE! AND LOTS
5, 6, & 7
CIVIL PLAN INDEX
C1 COVER SHEET
C2 SITE IMPROVEMENTS PLAN
C3 GRADING & DRAINAGE PLAN
C4
cs
CB
C7
CB
C9
C10
ACCESS ROAD PLAN & PROFILE STA: 0+00 • 8+00
ACCESS ROAD PLAN & PROFILE STA: 8+00 • 16+00
ACCESS ROAD PLAN & PROFILE STA: 16+00 24+00
ACCESS ROAD PLAN & PROFILE STA: 24+00 • 31+50
MASTER UTILITY PLAN
EROSION CONTROL PLAN
SITE DETAILS
SITE BENCHMARK
BAS IS OF ELEVATION: ELEVATIONS SHOWN ARE
BASED ON AN ELEVATION OF 8541.12' (NAVO 1988)AS
DERIVED BY AN NGS OPUS SOLUTION ON THE
SURVEY CONTROL POINT NEAR THE INTERSECT ION
OF THE TRAIL RIDGE ROAD AND THE ACCESS ROAD,
AS SHOWN HERE ON.
Know what's below.
Call before you dig.
CALL 2-BUSINESS 0..tiYS IN 40VANCE
BEFORE YOU DIG, QR ... DE, OR EXCAVA.TE
FOR 11-IE ~.f.Rl(ING Of" tJNDERGROUND
MEMBER U11UTIES
z c
~
0:
ci z
w
:;;:
c
00 -' 5
!:: ;;::
u _, _, -\.9 z
er::
LU
LU z
\.9 z
LU
Vl
er:: c..
0
V')
~ _,
(.)
<(
LL
(!) z
U'i :::>
0
I
w w >-0 _,
Q. :::;:
w
w
(!)
Cl
c:: _,
~
I-
<5 _, _,
z
I-:::;:
~
(.)
0 c::
>-(!) c:: w z w
x
Q.
'.5:
DATE:
>-"' c w z
"' iii w c
~ z
<!
!::;
:::i
Vl z
0 u _,
~ u
0
Cl ~
0 _,
0
(.)
cl _,
w
LL c::
<(
(!)
LL
0
~ z
:::>
0
(.)
JOB NO.
SHEET
>-"' >-c "' z w
" ~ " w
J: c ()
"' N .,
ti -"' " --"' wg-9
"' "' g ,_ . 9 (/) w ;g ,._ ~~"s <a-" ::::z~e
C'\J 0 Ol ••
0 "'-~
"' ~ u.
()
Cf)
UJ
I-_,
0 ~ z _, :::;:
~ CD :::>
UJ en
z :?::
UJ w
> <!> w
~ c::
I-
I-(.)
UJ <(
UJ Q.
:I:
:::;:
Cf) Cl w er: !=
UJ :::;:
> _,
0
()
11-25-14
14180.02
C1
\
\
\
\
\
\
\
\ ~ ~\
\
\
\
\
\
HELICOPTER PAD
(100' DIAMETER )
I
I
I \
v
I
I
I
I
I
I
L=lS .83', R=~S.33'
L~-------A=3S .7962 \
PROPERTY LINE
~--
--
\
-
\
\
\
'
\
--8455--
- ---8450--
-----
----
-----
------
-----
I
\
\
\
\
---
----
---------
---
---
---
\
\
\
PROPERTY LINE
--
-----
---
--------
--
-
---
---
-----. -------------
------
------_ss~-
" -
/ -
I
J
/
/
/
I
/
/
/
/
/
/
/
/
/
/
PROPERTY LINE
/
/
/
/
/
/
/
I
/
/
/
/
I
I
I
I
I
I
I
I
I
I
/ I
/
/
/ /
/
/
\
\
I
I r
/
/
--- ----8445-----\, \ / /
/
/
/
/
/ /
\ I
\ I
\
I
/
_ 12D' SETBACK FROM ( __
NORTH PROPERTY LI
\
\
I
)
~/
""'
--
I
-
-
/
I
J
EDGE OF PROPOSED GRAVE L
---
------8435_ ---
--------~8430----
--------------
-----
EDGE OF PROPOSED GRAVEL
I ..,
.:'
r
I
I
I
------------
24 .00'
STORAGE BUILDING
{60' X 125' X SO'H) 60 .00 '
---/---
~/
t-----~/ _________ 12S.OO ' -----+----------!
' I
\
I
/
/
DETENTION PON D \
--
--
-
-
25.00
DETENTION POND
----- - - ---8435 __
-------
-----
---
--\-
1
I
I
l
-
-----
----
A
@/
\
' I
I
I
~ -
EDGEOF --,
PROPOSED GRAVEL
---
-----
---
6 UN IT "CHIEF " EMPLOYEE
HOUSING
(TOTAL DIM . 72' X SB')
-''-----1 9.00'
-----±: --I ---_,,,,
I 120.00•
I
B
-------
----8430------
---------
~--------------
EXISTING LEGEND
EXISTING CON TOUR
----7900 - -EXISTING CONTOUR INTERVAL
-X(;AS --~G•S -XGA~ -EXISTING GAS _, ___ , __ _ EXISTING WIRE FENCE
PROPOSED LEGEND
~~~-7900~~-
PROPOSED CONTOUR
PROPOSED CONTOUR INTERVAL
PARKING AND SNOW STORAGE
PARKING
A
B
c
D
E
SPA CES
8
8
3
10
2
TYPE REQUIRED SNOW STORAGE
PASSENGER 360 SF
PASSENGER 360 SF
PASSENGER 135 SF
PASSENGER 450 SF
PASSENGER 90 SF
TOTAL PASSENGER 31 REQUIRED SNOW STORAGE 139S SF
AVA ILA BLE SNOW STORAGE
1 1300 SF
2 1400 SF
3 300SF
4 1800 SF
TOTAL AVAILABL E 4800 SF
NOTE '
REQUIRED SNOW STORAGE AREA IS 25 PERCENT OF PARKING AREA .
-------
-------
---
LANDING
WITH STEPS
20.00'
~
l/jNDING o/fTH STEPS
I\
I \
\\
\
\
\
\
\
\ -----
@
/
/
EDGE 0 ?0PO ED GRA El /
D
/
/ / / / ..-----------<
/
/ /
sto w STORAGE -/
/ /
I I I /
/
/
/
\
\
\
9' x W ' (TYP . i RK ING) I I ---II""
- -.-.----~---_ (_ _2000·-J --~
\ _,...--_,...--ELECTRICAL P.,,:ACCESS -T'' _Ir---..-/.~
I
\i------r---54.00' ------t
72.00'
12.00'
25.00'
--
'11 .00'
\___
11 .00· I
·'{,\ s. 0
~
26.00'
I
11.00'
10,000 GAL. POTABLE
)!YATER SKID (8 ' X 43'2")
-----
./
----------------
------
I I I~
"' /<i
I
I
I / E 0 /o,;r
I ~t:;
/_ I R I
11
I
/
' 'i
,,._ __ __..
SNOW I
STORAG Y 4
I
J
/
I
I
I
I
GENERATOR cdNTAINER
(8' x 46' 8NI I
/ J
/ /
/ /
{> /~
I
REFRIG~:r::R/FREEZER SKIDS /
(D IM. 8 X 26' EACH) /
I
I
I
I /
/
/
I
I
I
I
I
I
I
/
I
I
I
I
I
I
I
I
I
I
GRAPHIC SCALE
I
I
I
I
I
I
I
I
I
I
I
I
20 0 10 20 .a 80
~~~-~--~~! ~1--1----1
(IN FEET)
1 inch : 20 ft.
' u _, _,
i:i
0 w z
"' iii
0
I!)'
z ~
c:: z
UJ <t
UJ ~ ~ ~ z z ws
V'l > g: u
0
V)
~ _,
~
(!)
z
en
::::i
0
I
UJ
UJ g
CL
:::!:
UJ
UJ
(!)
0
a:: _,
~
1-
c.5 _, _,
z
1-
:2
~
()
0 a::
6 a::
UJ z
UJ
x
CL
3:
0
0
~
0 _,
0
()
0 _,
UJ u::: a::
<(
(!)
u.
0
~ z
::::i
0
()
z :s a.
~ z w
~ w > 0
0:: a.
~ -w
1--Cf)
DATE: 11-25-14
JOB NO. 14180 .02
SHEET C2
FG:84S4.SS'
\
~ ~\
FG :84SS .67 '
\
FG:84S2.8S'_),\,..f-J+fl\F'-
FG:8451.45'
~:8449.54'
\
FG:8445.41'
\ I
(
!
FG :S456.80' I
I
I
FG:,8.31'
I
I
L=lS.83 ', R=~S.33'
----6=35.7962
\
FG:8455.73'
\
\
\
\
\
\
\
\
\
\
----------------- -8455--33 LF. OF 12 " ADS N-12 WT
OR EQUAL SLOPED@ MIN 1.0% --------8450--FG:8449.43' ---
FG :8442.26' ----
FG:8442.SO'
----------------------
-----
------
11S L F. OF 12" ADS N-12 WT
OR EQUAL SLOPED@ 1.S%
_ _JNV . IN= ~75_' _
FG :8442.50'
-----
=8<50 --
8445
-------
--
---
HP:8441.90'
---------------.
FG:8444.13'
---
FG :8444.49'
FG:844S .00'
! --
8465
8460 ---
8455
" -
8450
8445
F~444 .10'
I ~I / ( ';.
FG:8445.00'
=
I\
I \
\\
\
\
' '
FG :8444.1S'
'
\
\
\
\
\
I
I
\
' '
-
/
/
/
/
/
/
/
I I
FG: 2 .90' I
"'-DETENTIOt POND
~ I #3
/
/
/
/
/
/
/
/
/
I
/
/
/
/
/
?
2 /
/
/
I
I
I
I
I
I I
I
I
I
I
/
/
/
/
I
/
/
/
/
-------, /
/
7
I
I
I /
I \ \. \ _......... _.........
FG: ~.47' ·96 ' I
I
I I
I
FG :8444.44'
FG :8443.33'
-
-
-
!/
FG:8440.39'
--
--
--
---
--10 tF-OF 30'' ADS N-12 WT ----1
-
INV'lJOT=11438.0Q'.._
18" NOMINAL
RIPRAP. 3' XS'
FROM THE ENO OF
_ CULVERT ---
---
-8430---__,.
-----------
\
\
'-
-
I
!;> r
I
--
--FG :8441.07'
OET. POND ·H£AOWfil#1-
-sEE DETA1L
---
---
-
-
-
-
+FFE:8442.SD'
HP:8442.SO'
--
---
FG:8442.0S' FG:B440.91' --------
FG:8442.SO '
--I N'TOUT=-8438.~
-843.s-
6 LF OF 30"-AOS N•H -wt...=
INV. OUT= 8438.00'
---18" NOMINAL
-R l ~P.3'X8' ------
FG:B442 .16'
\
-
Dtr.'POND-HEAD.~LL #2
SEE DETAIL --
FFE:8445.00'
~~ \
I l1_ \
FG :8445.00' ,\
-\,F-G-:844-4._78_' ~!&--~-.-.-----F-G:-•44_s._oo_· -.--.-..:Ii~ r-
'----l /
I
I
+HP:8444.67'
/ ----_\_..,
------/
/ -------
I
FROM THE ENO.OF
CULVERT -S4JO----/
-~--r --._ -------
-------------------------
---
---
-...........
-...........
--
EXISTING LEGEND
EXISTING CONTOUR
----7900 --EXISTING CONTOUR INTERVAL
-"" --"" --"" -EXISTING GAS
-x---•---EXISTING WIRE FENCE
PROPOSED LEGEND
PROPOSED CONTOUR
----7900 PROPOSED CONTOUR INTERVAL
- - - - -PROPOSED 12"CULVERT
--
-----------
------
SPOT ELEVATION LEGEND
EOG= EDGE OF GRAVEL
EX = EXISTING GRADE
FFE =FINISHED FLOOR ELEVATION
FG = FINISHED GRADE
FL = FLOW LINE
HP= HIGH POINT
LP= LOW POINT
MATCH EX = MATCH EXISTING
RIM= RIM ELEVATION
DRAINAGE DIRECTION/SLOPE
SPOT ELEVATION ~ XXX:XXX.XX'
I s
GRAVEl(TD E
GRADoD FLU H _,._/J.'--f-l
~ESSDOO
I
I
/
FG:8442.76' /
I
I I
6 Lf OF 24" ADS N·1 2
)!'"·O UT= 8439./;
* i~ I
r;---,.6.._ 18" Norl L / '/'J'*'' I RIPRA P. 3' 8 ' I I FROMT EENOOF
/ cu(v /
I
FG:8443.91' I
)
/
I I
I I
I '/ I
I
I
I
/
/ I I
/ I I
/ / I
/ / I
/ / I
/ / I
/ / I
/ / I
I
I
I
/ I
/ /
/
/ I
I
/
I
I
I
I
I
I
I
I
GRAPHIC SCALE
I
I
I
I
I
20 o 10 20 "° ao
~~~-~-~~~I ~'--1---·I
(IN FEET)
1 inch= 20 ft.
>-CD
z
0
ii)
~
0:
~
E z
u ..... .....
'
i;;
fil z
<.?
ii) w
0
(,::> Vl z l-
a:: z
UJ <(
UJ 1-z .....
-:J (,::> Vl zz
LU o u
_J
Vl ~
a:: u c...
0
V>
i::
_J
~
(!) z
en
::::i
0 :::c:
w w
6
_J c... :a;:
UJ
w
(!)
0
0::
_J
~
1-
0
_J
_J
z
~
~ u
0
0::
>-(!)
0:: w z w
~
~
0
~
0
_J
0 u
ci
-I w u::: a::
~
LI...
0
i:: z =>
0 u
>-CD
z
~
0
i;;
~
0 w
:I:
0
DATE: 11-25-14
JOB NO . 14180.02
SHEET C3
_J
~
:a;: co => en
~ w
> UJ
0::
I-
~
:ii:
0 w t:::
:ii:
:J
S6" 4 9' 18.11 "W 77 .13'
L=lS .4 1 ', R=SCXlOO'
6.=1.7662
ss· 35' 16.61 ·w 33.00'
i
I
r
/
L=17 .48 ', R=SD0 .00'
&=2.0030-_,_-I
56' 35' 05.90"W 80 .08'
f ,I __.--r--._"'_, I /I U
L=16.S8 ', R=S00.00' ><
8=1.8997
c
I
I
I
BP: 0+00.00
I
: 1+2s .s 5
END FLARE AT SHOULDER
STA :5+6 8 .71
OFf :lO.OO'L
..-ss/\O___...._
BEG IN FLAR E AT sttOU'LDE R
STA:2+07 .35 /
O F F :l O~
l
/
: 2 +.23 .IO
ss· 29• 04.78"W 42.43 '
STA :2 +8 2 .50
OF F:lO.DO'R
MATC H EX:85 45.7'±
8S50
854 0
853 0
8520
8510
8SOO
84 90
8480
84 70
8460
8450
8440
FG:8541 .83'
8
~
0
" ~ ~o
~~ w " ~ "' """ w c " ::; i1;
"' oj
·-___ ,
0 " 51 "' '° l.ri ,.;
" "" "' ~ ~ "' " "
0 +00
~ c
"' 0 N
'+ N
~ 0 " Yi w
? iO m
I
0 il .. w ~ ~ ..., "' ,; "' .,; N N N "' " " N :;: N ~ "' " ~ ~ " " "' " "' "'
0+50 1+00
m ::J ro o0 N ill ~
"
PROPERTY BOUND ARY
' "" "" ""-
""
...______
-
l=24 1.65'! R=lS0.00'
.6=92.30 3~
L=191.60', R/135.00
l'i.=81 .31 /
/
/
I
!'I /~
/
/
Nl t• 48' 02.Sl"E 33.72'
PVI STA: 1+60 .00
PVI ELE V: 85 33.10
K: 32 .73
LVC: lS0.00
I
N N "' "' " -N -0 N
0
., l'f'i M .,; "' " " 0 "' m :Jl m m "' "' m "' "' "' ~ "' "' ~ "' "' " "' "' "' "' 00 "'
1+5 0 2+00
/
'-... ---...._
---...._
'-... es<s
'-...
\
\
' \ a,,.,
'-.
' \
\ " "' •i
\ ~ ~
,;_·
"-
I
I
EN D FLARE AT SHO ULDER
\
\
\
\
\
I I
8
f 1 ii\
\
\
\
\
J
I
I
-
)
-
L=177.ll', R=1 75 .00'
.A=57.9870
9+50 I STA:7+50.00
O FF:l O.OO'R
I
I
/
575" 53' 44. 2"E 182 .42'
J
4? /~
I
/
I
/
I
{' ~ I
/
/ /
/
----·----·----·----
PVI STA: 3-+50.00
PVI ELEV: 85 4 5.45
K: 10.42
LVC : 100 .00
8 ~ 8 0 HIGH PT. STA: 3+67.71 "' "' 0 .; g ol HIG H PT EL EV: 8 544.40
~ m .. • "' • "' N " "' " 0 w ,;; w
'" " 6 .~% ,; iO , -
/
El ISTl NG SURFAC @<OF ROAD _/
Ol<ISTNG GRADE ~ / -PROPOSED GRADE
\ /
~ " ,/ N ~ " " m "' N "' ~ "' -m .; .,
~ ~ N "' rri rri ,.; "' ,.; :!' " N ~ m m .. ;;; :\ ;;; :\ ..
"' "' "' ~ "' " "' " "' "' " "' "' "' "' " "'
2+50 3+00 3+50
/
/
/
/
_ -ss10--
x x x x
8 0 ..
~ ,.; ..
~ .. " Yi w
'" ;;:
.~ .10% -
""' ~ 'ROPOSEO SUR AC E @<OF RO D
HORIZON TAL S A LE: 1"= 30'
V ERTI CAL SCAL 1" =30'
0 N ~ " Ii! .. "' " .., CIC! II'! .. ..
"'
.,
..i rri "' g ~ m -:ii ~~ g .. :\ :\ ..
~ ;;; ~ "' "' " "' "' " "' " "' "' " " "'
4+00 4+50 S+OO
N 0
~
"
\
I
~
lg
I
__ ,_J
...
I ...
8 0 " .,; .,;
"' m + ~
"' " ,;; w
"' ii:
"' 0
"' .. " .; "' "' ~ " "' ra ra ~ m
"' 00 "
S+SO
PROPERTY BOUNDARY
N46' 07' 02.65"E 84.38 '
I
/
/
PVI STA: 6+3 0.00
PVI ELEV: 8 536 .77
K: 2S.42
LVC: I SO .DO
0 w " "' "' ., .,
"' m
"' ~ "' ill m ;i; m :Jl "' "' "' "' "' ~ " " 00 " " "
&too 6+50
/
I
I
.. " "' N N
"' "' ~ "' "' "'
I
I
I
30
I
I
I
I
I
I
~ " I
I
I
I
I
I
I
I
0 ,,
~ ... ---I
8 N q .,; 0
'i' m
"' ~ " ,;; w
~ El:
~ l'1 ..., N "' " "' ~ " N N N
"' "' ~ ~ "' "' " "
7+oo
I
I
)
I
I
-
I
I
I
I
I
~ .,
I
I
I
I
/
I
I
I
I
I
I
I
I
GRAPHIC SCALE
JO 60
I I
(IN FEET )
1 inch = 30 ft.
8 N ...,
.,; m
~ :;: + ~ " 0 ~
r;, ii:
---
~ N
" II'! "-: ., .. ~ N m
N N N
"' N "' "' " ~
" "' "'
7+50
I
I
I
I
If/ ;i
I
I
I
/
-
I
I
I
"' "' w 0 "' N N "' "' "' "
120
I
8550
8540
8530
8520
8510
8500
8490
8480
8470
8460
8450
8440
z
0
1ii
5 w
0:
ci z
w
~
'
~
0 w z
(!)
ff]
0
~ Vl z I-
C::: z
LU c:(
LU 1-Z :...J
~~ z z
UJ 0 u
:...J
Vl >
a:: u c..
0
V')
~ ::::;
u
<(
LL
(..')
~ en
:::i
0 :::c
w 0 w >-a
0 ~ :...J n. 0 ~ :...J w 0
w u
(..') ci' a :...J
(2 !d:!
LL :...J c::: <( <( c::: (..') I-LL u 0
:...J
:...J ~ z z I-:::i ~ 0 >-u ~ u
0 c:::
>-
(..')
c::: w z w
>< c.. :s:
DAT E:
JOB NO .
SH EET
C>
C> + 00
C>
C> +
C> _,
~ . .
~ ~ en co
w :::i en --' :s: LL
0 w
> 0:::: w a.. c:::
I-~ u
z ~
<( ~
--' a a.. w
0 !::
<( ~
0 :...J
0::::
en en w
(_)
(_)
<(
11-2 5-14
14180.02
C4
"' "' "'
85 50
8540
8530
8520
8510
8500
8490
8480
8470
8460
8450
8440
,..._____
I
I -
m m w ci .... N N ~ ~ " 00
8+00
\
\
\
\
/
/
/
-
rl ~
00 m M rl
~ ~
" "
\
\
I
\
I
\
\
\
j
575u 53' 44. 2"E 18 2.42'
/
/
/
./
PV I STA: 8+50.00
PVI ELEV : 8516 .97
K: 19.48
LVC · 150 00
M 00 " .. .; rl rl ~ ~ " 00
8+50
" ~
~ ::::
~ ~
" "
" rl " ~ .. rl M ~ ~ " 00
9+00
-
/
st>--/
8 8
"' ..
N M + ~ m 00 n I ~
.;:; I<;
" 8 ~ 0 "' ~ ., .. ..; "' "' M rl rl M rl
~ ~ ~ ~ ~
00 00 " 00 00
9+50
I
I
r-
1 L•l77.ll', R=175 .00'
.6.•57 .9870
9+50
-1.30%
;i; N g ~ q ~
~ "' ~ m :i rl rl rl rl
~ ~ ~ ~ ~
00 00 " " "
lo+oo
8
~
~
.!
M ..
;:
"'
"' ~ ..;
M
~
00 w
'°
~ m m "' ..; rl rl ~ ~ " "
lO+SO
PROPERT'I BOUNDARY
N46' 07' 02.65"E 84 .38 '
PVI STA : 10+75.00
PVI ELEV: 8514 .04
K: 47 .06
LVC· 80 00
....
I ....
I
~ ;1;
~ N
M M
;!< l2
M UJ ..
;: .:;
'"
-3 .00%
EXISTNG GRAD ---.
1
8 ii!
ci M
~ M
;!< ~
00
M ~ ..
;:
"'
..
""' ' r
ill ~ :ii 0 00 0 N N 00 00
N m N "' rl ~ gj .... rl M rl M M M l2 l2 ~ ~ l2 l2 ~ ~ " "' " 00
11+00 1 1+50
EXIS
/
/
"' .;
0 ~ "
-
PVI STA : 12+00 .00
PVI ELE V: 8510.30
K: 17 .39
LVC 100 00
~ -
NG SUR FACE@ l OF ROAD -
-PROPOSE[ GRADE
to " m ~ m
ci " gj :<i M 0
~ ~ ~ ~
00 " " "
12+00
I
I
L=279.08', R,,,900.00'
.1.=17.7667
I
I
I
I
I
/
/
8 N m
ci "' ~ 0 + ~
N 00
M
I !1i ..
;: I t;;
'"
T --
I
I
HORIZONTALS ALE : 1"= 30 '
VERT ICAL SCAL 1""' 30'
:;: N 0 "' 00
~ "' ~ ~ 0 iil ~
" " 00 00
12t50
I
~
:'i
l2
/
I
I
I
I
/
-
N .; m
;1;
\
""' \
/
I
I
)
I
I
I
l .'97.39', R=300.00'
A=37,6987 I
J
I
\ l
I
------{It-~. ~
I
~I I
§1 J
~ ;i
I
I
I
)
/
I
I
/ /--
/ " -----"----/ " -------"T / I " '---"-----!------" -r
·-----/ I
----1 I //
/ /
/
/
/
I I
I I
I I
I I
I II
I I
I I
I I
I I
I I
I I
I
-~ >-----
' I'-_ PROPO ED SURFACE@ OF ROAD
;:!; "' ~ iii m m ~ M ~
.... vi ai m " rl ~ 0 m m m m ~ ~ ;1; ;(, " ;1; " "
I
I
0 w 00 ai N 00 ~ " 00 "'
/ /
/ I
/ /
/ /
/ /
/ /
/ /
I /
I //
/
/
/
/
/
/
/
/
/
GRAPHIC SCALE
30 0 15 JO 80 120
~-~-1 ~1 ...... 1---·1
(IN FEET)
1 inch = 30 ft.
-8 0
~ g ~
~
J, ;1;
8550
M u.i ..
;: ..
"' 8540
8530
8520
8510
8500
-8. 5%
8490 --~ --8480 --8470
8460
8450
8440
M N m ;'; "' ~ " 0 w w "' " ~ N ~ w 00 00 "' m " 0 m " g ~ 00 "' ~ rl ., ai .... " ai ~ J:: ., "' 00 00 ~ ~ 00 ~ ~ 00 ~ ~ ~ ~ ;1; ;1; ;1; ;1; ;1; ;1; " ;1; ;1; ;1; " 00 00
13+00 13+50 14+00 14+50 15+00 1StSO 16+00
ci z
'
>-"' " w z
\2
(/) w
"
l!)
z ~
a: z
~ ~
l!) ~ z z
LU o u _,
Vl >
a: u 0..
0
V')
~ _,
(.)
<(
LL
(!)
~
(/)
::J
0 ::c:
UJ 0 UJ >-~ 0 _,
a.. 0 :::;; ....J
LU 0
UJ (.)
(!) 0 0 _J
a:: LU u:: _J
C2
a::
<(
(!) I-LL
(.) 0 _,
_J ~ z z I-::J :::;; 0
~ (.)
(.)
0 a::
>-(!) a::
LU z
LU
x a.. ;::
DATE:
JOB NO .
SHEET
0
0 + lO ..--
0
0 + ....J
CX) ~ ~ :::;;
a:i Cf) ::J
w (/)
;:: ....J
UJ u. > 0 LU 0::: a::
a.. I-
(.) o6 <( a.. z :::;;
:5 0
a.. LU
I-
0 :::?:
<( _J
0
0:::
Cf)
Cf) w
(.)
(.)
<(
11-25-14
14180.02
C5
)
/
/
I
I
I
I
16
"' '"'
)
I
I
I
IC ;:;
I
/
/
/
/
/
/
/
\
/
\
\
\
/
/
/
/
/
/ /
/ /
/
/
~ 0 m
!!!
8 550
+ ;i w
" "' ...
> ;;;
"' 8540
8530
8520
8510
8500
8490
8480
8470
8460
845 0
8440
16 ~
/
l
I
\
/
/
'>
/
/
\
\
I
\ ;
0
I
)
5 78 ' 25' 0 1.68"E 185 .8 3'
l too
(
>
\
I
\
I
)
\
\
\
\
I ~ ;"
I
'--._
"" \
\
" :f L:109.59', R=300.00' g l!.=20.9299
-18+50
\
\
I
\
I
\.
~\~
/
-.-19t00
I -----------• ----· '----------------. __ ,,,_-.
~J.E R'f'l'BOU ND A R V
--
---
PVl STA: 17+2 5.00
PVI ELE V: 8464 .36
K: 34 .48
LV C· 25000
HORIZON AL SC ALE : l "= 3
VERTICA L CALE l" 3 0'
P'
--
-
/
/
-8450--- ----
8 ~ ~ 0 ~ w N + :l; + " m
" "' " .. ..
0: '" > "
XISTI NG SU RFAC ,E@( OF ROAD
·l.50%
EX IST NG GR.I "' \ I ~PRO
\ I I
.------.------
.---.------.----------l=209 .17', R=9'30.00'
•·12.1057 1
.------.----------.--------
CON TR ACTOR TO INSTALL -----'A ----
WIRE GATE 'A -=::::::::_
.------
--23+So ---
~ss .............._ 12+s_o ___ _
------~-=
SE DIMENT BASIN
I
CONTRACTOR TO REMO VE EXI ST ING CATILE GUARD
AND REPLACE WIT H N EW 20' CATT LE GUARD
SEE COOT M&S STANDA RD M-6 11-1 FOR DETAIL
I SEDIMENT BASIN
w
"' " w
:l;
"' &;
---
PV1STA:19+50 .00
PVJ ELEV: 8460 .98
K: 20.00
LVC· 50 00
I ~
""' '\.
OSEDGRADE
<l
~
~ + m
" ,;;
> w
" ~ " ~ "' ~
~ N ~ ., .; .,
" " "' N "' ,;;
w > " "'
,,-PROPOSED SUF
/
/
/ ..
I
I
I
----
I
I
I
PVI STA: 2o+75.00
PVJ ELEV: 8455.98
K: 43.48
LVC· 100 00
FACE@l OF R< AO
-
/
I
~
I
/
/
<l
~
N • " N . .
> w
11+50 ---
(
J
/
I
m
" "' ~ .,
" w
w
I
I
I
I
I
I
/
..-"' I
/
/
I
I
/
·1.
,,_,_.
/
/
/
-/
I I
/
I
""
,,_,_. ,,_,_.
/
/
--,,_,_. ,,_,_.
/
/
/
----/
------------
,,_,_.-----
/
/
~ -_)
30 0 " ~-~-I
8 m
~
~ " ~ ~ .,
m " N .. w
> '" "'
GR APHIC SCALE
30 "
I I
(IN FEET )
1 inc h = 30 ft.
PVI STA: 23+50.00
PV I ELEV : 8451.31
K: 35.71
LVC· SO 00
<l
~
~ + m
N ..
> w
I
m
N ...
~ .,
" ~
.:;
-0 .30%
w
!< c
"l
$
0:
~
>-~ "' c >-c w "' w z z "' "' !; " u; '!i w w :i: c 0 "
u
...J
...J
<!)'
~ z "' c:::: z N
"' w ~ I-..-~ w UJ eo ..--("')
z wo ~~ "' '-' "' <!) ::> >-• 9
Vl Cl) w "'d' ......
z z z ....Jo,J... -< ...... 0
LU 0 ..;(C .-..r--::;:z~e u N 0 O> ,.
...J om -~
Vl > "' "' u. 5 c:::: u CL
0
V'>
z
"' Q
I
Cf)
5
::!
ci z
j:'.:
:::; 0
~ 0 + "<t
(!) N
~ +
z
U) 0
::::> 0
~
N 0 +
,;;
> "
8550 ::i: (!)
UJ ..--...J
UJ 0 ~ ~ 8540 >-Cl
0 i!2 ...J Cl) :::;: 8530 a_ 0 cc :::;: ...J w ::::>
8520 UJ 0 _J U)
UJ (_) s: (!) ci LL.
8510 Cl 0 UJ ...J > a: UJ a::: u:: UJ
8500 ...J 0::: a_ 0:::
i!2 <( oe:s I-
8490 (!) ~ I-LL z a_
8480 (_) 0 ~ :::;: ...J j:'.: ...J a_ Cl
8470 z z UJ I-::::> Cl I-:::;: 0 ~ :::;: 8460 >-(_)
:><'. ...J
-
/
~ "' ..,
M
~ ~ ~
8S50
N w ·" > ;;; ..
8540
8530
8520
8510
8500
8490
8480
8470
8460
~
8450
8440
"' C> -°' ... ~ "' .. ~ 00
24+00
11+s_o ___ _
-
/
$' /~
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
"' 1
_/
0 ..,
M
~
I
I
_,/
PVI STA: 24+50.00
PVI ELEV: 8451.01
K: 166.67
LVC· 100 00
/
LOW PT . STA: 24+50.00
LOW PT ELE V: 84 51 .08
~ "' C> "' M ;j ~ .,
00 ~
24+50
/
0
M ..,
ci -~ ~
l=209 .17', R=990.00'
t.=12.1057
,,,--------
8 "' 8 M
M m g ... d ...
~ ~ ~
Ji ~ Ji ~
~w N l'i
> w > o;
w ..
0 .1 b%
"' m -"' M "' N ... "' 0 M ci ,....; g -:I ~ "' ~ ~ ~ .... .. ~ ~ ., 00 ., 00 00
25+00 25+50
I
I
"' .. .., -M
:I :I
00 00
EXISTING
POND
EXISTING
PO ND
--
" 8451
PROPERTY BO UNDARY
PVI STA: 26t00.00
PVI ELEV: 845 1.46
K : 17.54
LVC · 100 00
HORIZONTAL SCA LE: 1"• 30'
VERTICAL SC LE1 "=30'
... .., M "' N N "' :I "' ~ ~ 00
8
d
~
<Ji
N
.~
il:
;"; N
~ .;
~ .,
00
"' ~ .;
~ ~ w
w
"' ., ..
"' ~
~
26+00 26+50
-
8 ,;
~
<Ji
N
.~
> ~
6 .00%
..,
~
~
ss7• 14• .72 •E 92.11•
" ~
N
,:;
Q,
25+50
BE~· FLARE AT SHOU LDER
\
STA:26+09 .72
OFF :lO.OC'R
~ 0
L=4~.44', R::25.00'
•=97.2557
\
\
\
\
FG:B454.01'
FG :84S S.74'
\ FG:8456.06 '
FG :84 55.12'
-=--
\
I
.I
L=127.12', =
/•=91.045 7
I
FG:8 4S S.67'
-_MAfCF(EX:8455.8'±
L=63 .16', R:SQ .00'
•=72.3 738 FG :8457.53'
/
MAT5 H'EX:8458.5't
I i'
':.j,_---;c'/--MATCH EX:8458.8'±
I
-/
\
\ 53• 48' is.11•w 113.23• "'f''°i'ti'\---FG:84 S4.44'
\
\
"' m ,;
~
~
~
"'
"' "' ~
~
\
"' \ "' \
PVI STA: 27+25 .00
PVI ELEV : 84S8.96
K: 7.14
LVC · 100 00
\
HIGH PT. STA: 27 +17.86
HIGH PT ELEV : 8457.24
\
"'
EXISTIN G SURFACE@ l PF ROAD ---.._
'
""'
N M N .., 0 N N M ~
"' " ~ " ~ ~ "' "' ~ "' ~ .. ~ ~ ~ ~ .. 00 00 "' ~
27+00 27 +50
"' "' "'
8 "' "' ,; ~
~ ~
;t. ~
N ~ "
> w w
""' '\
'
"
"' "' "' :;: :i;
~ ~
"' M "' .,
N "' "' ~ ~ 00 ~
28+00
G:8 452.85 '__,_l+P
F :84Sl.45 '
\
:8445.41'
""-/
FG:8444.44'
FG :8443.33 '
~•147 .35', R=90.0C'
A,,,93.8044 I
\
FG :8442.46'
-
I 1-PRO POSED ~ µR FACE !ill OF
I
I
I '8 .IJO% -
"' "' ~ °' C> "' "' .... c:i ~ ~ ~ ~ ~ ~ ~ 00 "'
28+50
\
FG:8452.S7'
"'-------
-8455------
~-~ ---84so
FG :B449.4 3' --
<l "' M
~ '° ~ ~ + ~
N w "
~ I ij
---
_8445 __ FG:8442 .26 ' -
JO+aeo a
-\--...J
--
FG:8442.50'
I
I
I
I
F~44 2.SO'
/
\
\ ---
GRAPHIC SCALE
30 0 ,~ JO 60 120
~~-~-~-·~1-1--1---·1
PVI STA: 29+25.00
PVI ELEV : 8442.96
K: 19.63
LVC · 80 DC
<l m m
~ ...
"' ~ • °' N ~ .~
>,,; w w
(IN FEET)
1 inch= 30 ft .
85SO
8540
~ 8530
~
"' 8520
N
" -8510
"' "' ~~
~~ 8500
~ II 8490
ROAD § ~
8480
8470
EXIS TNG GRADE -
-PROPOSEC GRADE
8460
8450 -·3. 2%
8440
i -... "' <l "'~ ~ "' C> ~"' N C> "' ~ N ' ~
m ~ N ni -N ci -d .-i@ ... ;j ;j ~~ ;j ~ ;j ~ ~ :i ~ ;j ~ ..
"' ~ 00 ~ ~ ~ oooo ~
29+00 29+50
u
--' --'
'
> ID
Q
UJ z
(!)
iii
UJ
Q
(!) z~ a:: z
ttJ ~ z ::::>
(!) V') z z
UJ 0 u
--'
V') > g:: u
0
V)
~
--'
~
0 z
en :::>
0
:I:
w w g
0..
:ii; w
w
0
0
0:::
--' g
(_)
--' --'
~
:ii;
Q
(_)
~
>-0
0::: w z w
~ s:
DATE:
0
0
~ g
8
0
--' w
u..
0:::
(5
u..
0
~ z :::>
0
(_)
JOB NO.
SHEET
00
0 +
0
CV')
0
0 + "<:t"
N
;:: en
UJ
_J
LL
0
0::: a_
o6
z
::5 a_
0
<(
0
0:::
en en
UJ
()
()
<(
11-25-2014
14180.02
C7
•
"" ~\
\
\ I
I
-
-
-
-
-
I
I
I
I
I
\
\
\
\
---84SS-_
- - --a4so--
---8445--
----
----
----
-----
I
I
\
\
-----
-----------
----
--
-
--------------
=84,50 _ -----
8445
-------
I
-
--
-
(
I
----------
------
-----
I
--8435--------
----8430 ----~ -
I
\
/
/
\
I
1'
I
/
r
I
I
---
----
--
/
' (
/
\
"'\
' \\
\i
\
l\ r-
\
\
\
\
--~---=--=-===~==-===~~
-----------&435_ -----------------
------8430-- ---------------------
I
--
--
-
I
I
-
-
\
/
0 ---------, --
-
---0 ----~--------,
--------------
GRAPHIC SCALE
20 0 10 20 40 &Cl
~~~--~~~r2_I ~1--~I ~~~I
( IN FEET)
1 inch= 20 It.
-----------------
---
-----
GENERAL UTILITY NOTES:
1. ELECTRICAL POWER SUPPLIED BY A UTILITY COMPANY IS NOT FEASIBLE TO BRING TO THIS
SITE AT THIS TIME. ELECTRICAL POWER IS SUPPLIED BY AN ONSITE GENERATOR SKID.
2. TELEPHONE LAND LINE AND NATURAL GAS IS NOT AVAILABLE TO THIS SITE AT THIS TIME.
NO LIQUID PROPANE IS PLANNED ON SITE AT THIS TIM E.
3. DOMESTIC WATER WILL BE HAULED TO THE SITE AND STORED IN A DOMESTIC WATER SKID.
4. SEWER IS PLANNED TO BE AN ON SITE WASTE TREATMENT SYSTEM (OWTS). SEE OWTS
FOR DETAILS PROVIDED BY ALL SERVICE SEPTIC. OWTS SHOWN ON THESE PLANS ARE FOR
COORDINATION ONLY.
0
0
8460
8455
8450
-----=-
\
\
'
'
s
'
I
I
\
' I 7
'
/
/
/
/
/
7
/
(
/
/
z '
/
/
8445 /
~
I I
( f\
I \
\\
I
_I _
/
a,_------"\--
---
\
\
\
URFACE ELECTRICAL LINE
SEE ELECTRICAL PLA N FOR DETAIL /
/
I
I
I
I
I
INS.TALL BOLLARDS A MAX . OF 61 J
ON, CENTER FULL LENGTH or-"-
SURFACE ELECTRICA.l ·UrfE p.
\ ~ ..
\. ~
BURIED ELECTRICAL
LINE SEE ELECTRICAL
PLAN FOR DETAIL
I
/
S~Wf:R ELECTRICAL PAN EL
I
I
/
SA ELECTRI CAL PAJ'EL ANO LIGHT.
I
I
I
I N
7
I
/
I
I
i.
I
)
/
0
-,-..-,,...__------~ /
I
/
/ 0
------
EXISTING LEGEND
----7900 -
-x ---x---
EXISTING CONTOUR
EXIST IN G CONTOUR INTERVAL
EXISTING WIRE FENCE
PROPOSED LEGEND
----7900 ---
---4"ss ---
PROPOSED CONTOUR
PROPOSED CONTOUR INTERVAL
PROPOSED 4• SANITARY SEWER
/
/
/
I
I
/
/
I
I
I
I
I
'
I
I
/
/
/
(
)
/
2
/
'
/
I
I
/
/
/
/
/
/
/
I
/
.~---•.
I
I
/,
I
/,
I
I
I
I
I
I
I
I
/
/
I
I
I
I
I
I
I
z
0 u;
~
0::
d z
~-~ ~ c::: z
~ ~ z ::::>
~ Vl z z
LU o u
V1
c:::
0..
0
Vl
8
~
0
5 u
c::i'
_J w u:: er::
<(
(!)
LL
0
~ z
::::i
0 u
DATE: 11-25-1 4
JOB NO . 14180.02
SHEET CB
\
~ ~\
\
\
\
-
\
\
\
\
----------
-84ss-----------------B4so----
""' \
\
(
I
--
,l'
-8440-- --------SEDIMENT &ASIN ----S435---__
------------8430---~ --
-----------
EXISTING LEGEND
EXISTING CONTOUR
- --7900 - -EXISTING CONTOUR INTERVAL
-<OM -~G1is -•~• -EXISTING GAS
-x---x--EXISTING WIRE FENCE
PROPOSED LEGEND
PROPOSED CONTOUR
----7900 PROPOSED CONTOUR INTERVAL
---SF PROPOSEDSILTFENCE
EROSION CONTROL NOTES:
1. ALL DIS TURBED AREAS TO BE RE-VEGETATED PER THE VEGETATION PLAN .
2. ALL DITCH FLOW LINES GREATER THAN 5% REQUIRE 12" NOMINAL RIPRAP
TO BE PLACED A MINIMUM OF 3 FOOT WIDE BY LENGfH OF GRADE.
-
--------
--------
I
I
\
/
/
\
I
I
I
I
I
/
/
--
r
---
--
--
-
/ ,
/
BERM
--
-------------------8435_
----------
------
POINT B
POINT C
<
-
-
8445
---
I
l
---
---
-
---
----
----
-
--
--
----
-
I
I
-
--
-./
----
-
-
......__ -8430-
----
::SEDIMENT BASIN
--
POINT A
FILL
--
BERM OR
NATURAL
1ERRAIN
-----
--
STRAW CHECK DAM DETAIL
N.T.S.
-
-
\
-8465 --
8460
--------
8455
8445 ----" /
I
./
./ I
\
\
>
I
f\
I \
\\
/
I
\ / --------1
-
BERM
BALES EMBEDOED
4" TO 6"
--
\
\
\
I
I
/
--
\
\
' '
\
\
\
\
/
12"MINIMUM
I
I
/
I
/
/
I
I
I
/_
/
/
/
/
/
I
I
I
/
/
/
7
I
/
L
I
I
I N
/
/
/
I
I
/
I
/
/
I
I
I
/
I
I
I
BERM
I
I
/
/
I
I
I
I
I
I
/
/
/
/
/
/
/
/
/
/
/,
/ /
/
\
/
I
I
I I
I /,
I ;,
I~ I
~Q
jsEDIMENT B~~ I
I
I
I
/
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
/
/
/
/
I
I
I
I
I
I
I
I
GRAPHIC SCALE
20 0 10 20 40 80
~~'fll.·~-~·--1 -11-----1----1
(IN FEET)
1 inch = 20 ft.
WOODEN OR STEE L AITACH FILTER FABRIC
FENCE POST "' /
ON 8' CENTERS
30"
RUNO FF
TRENCH APROX. 4" X 4"
TYPICAL SILT FENCE CROSS SECTION
N.T.S.
z
0 o;
~
"'
d z
u
:::l
0: w w
2
(.!J
2
UJ
~
.....J
~
(!) z
en :::::>
0 ::c
w
LU
b
.....J a..
::i!
LU
LU
(!)
0
0::
.....J
02 t-
u
.....J
.....J
z
1-
::i!
~ g
0::
G
0::
LU z
LU
~
~
0
~ g
0 u
ci
.....J
LU
LL
0::
<(
(!)
LL
0
~ z
:::::>
8
z
~
_J a...
_J
0
0:::
1-z
0 u
z
0
(/)
0
0::: w
DATE: 11·25·14
JOB NO. 14180.02
SHEET C9
~
::!!: co
:::::> en
~
LU
5
LU
0::
I-
~
::i!
0
LU
1-
::i!
.....J
TOC=41.1D\
\
TOC = 41 .34-----...._. \ "'-~ ~ ~--;"] '---fr
WE IR= 39.20__/ / I
4.5 DI ORIF ICE INV= 37 .~
BOTPOND=37 .35~
DETENTION P OND #1
HEADWA LL
~
" ....
~
SECTION A-A
PIPE OUTIET TO FLAT AREA
WITH NO DEFINED CHANNE L
N.T.S.
D =INSIDE
PIPE DIAMETER
1 .75xd50
CULVERT PIPE OUTLET PROTECTION
RIPRAP NOTES :
1. SEE PLANS FORD (INSIDE DIAMETER OF CU LVERT) & NOMINAL STON E SIZE (dSO)
2. PLACE TOPSO IL IN RIPRAP VOIDS AND APPLY SEED PER LANDSCAPE PLANS AND SPECS
RIPRAP SIZIN G NOTES :
RIPRAP SHALL CONFORM TO THE MATERIAL, GRADATION AND CONSTRUCTION REQUIREMENTS OF SECTION
506, RIPRAP, OF TI-IE STATE DEPARTMENT OF HIGHWAYS, DIVISION OF HIGHWAYS, STATE' OF COLORADO,
STANDARD SPECIFICATIONS FOR ROAD AND BR IDGE CONSTRUCTION . TABLE 506-2E IS REDUC ED BELOW .
TAB LE 5-1 -CLASSIF ICATION ANO GRADATION Of ORDINARY R!PRAP
RIPRAP 9' SMALLER INTERMEDIATE dSO"'(IN )
DESIGNATION THAN GIVEN ROCK DIM (IN)
SIZE BY WE IGH T
70-100 12 TYPEVL 6
50-70 9
35-SO 6
2-10 2
TYPE L 70-100 15 9
50-70 12
35-50 9
2-10 3
TYPEM 70-100 21 12
50-70 18
35 -50 12
2-10 4
TYPEH 100 30 18
50-70 24
35-50 18
2-10 6
TYPE VH 100 42 24
50-70 33
35-50 24
2-10 9
"'dSO=NOMINAL STONE SIZE
''
GRAVEL
I
12 "M/N.
PIPE srzE
4 "MIN.
12" 12"
SELECT MATERIAL COMPACTED TO 95%
STANDARD PROCTOR
(IF NEEDED)
BEDDING OF CLASS 6 AGGREGATE
BASE COURSE
TRENCH CROSS-SECTION FOR
CULVERTS
N.T.S.
TOC=41.55\
\
TO C=4 1 .80~ \
"'~~'~y
WEIR= 39 .6__/ /
6.5 DI OR IFICE IN V:: 38.~ I
BOTPOND=37 .63~
DETENTION POND #2
HEADWALL
N,T .S,
2.0'
SHOULDER >--------8 .0'
PROPOSED GRADE
H SLOPE MAX. (TYP .)
SLO PE @ 3% {lYP)
J
LL LLLL -
-1 -1-~L L LJ-1-1-~-
CONTRACTOR TO SCARIFY AND
RE COMPACT MIN 8" OF SUBGRADE
TO 95% STANDARD PROCTOR
CO NTRACTOR TO STRIP Ail
TOPSOIL AND ORGANIC ROOTS
ON SITE SELECT MATERIAL COMPACTED
TO 95% STANDARD PROCTOR
ONSlTE SELECT MATER IAL TO BE APPROVED
BY ENGINEER
TYPICAL ROAD
N.T.S.
6 " OF CLASS 6 AGGREGATE BASE COU RSE
OR RE CYCLED CONCRETE; MOISTURE
CONTENT, COMPACTED TO 95%
STANDARD PROCTOR
ONSITE SElECT MATERIAL COMPACTED TO
95% STANDARD PROCTOR
STRIP ALL TOPSOIL, SCARIFY AND RECOMPACT
SUBGRADE A MINIMUM OF 8 " DEPTH TO 95%
STA NDA RD PROCTOR .
8.0'
SLOPE @ 3% (1YP)
6" OF CLASS 6 AGGREGATE" BASE
COURSE OR RECYCLED CONCRETE;
MOISTURE" CONTENT, COMPACTED
TO 9S% STANDARD PROCTOR
SECTION
ON SITE
GRAVEL SECTION
N.T.S.
TOC =VAR IES \
\
\
WEIR•40.7__/y/
4.5 DI ORIFICE INV= 39 .25 -___/ I
BOT POND= 38 .75~
DETENTION POND #3
HEADWALL
2.0 '
SHOULDER
2:1 SLOPE MAX {TYP .)
N.T.S.
EXISTING GRADE
2.0' __ __,
DRAINAGE DITCH
2:1 SLOPE MAX (TYP.)
1.0'
~
Q
CJ) _, g
~
>-iii "' Q >-" w "' w z z "' ~ s: '-' iii ;?_ w w J:
Q Q ()
u
....I
....I
• l!) ~ z "' -0:: z N
"' UJ ~ tLI ~ "' "' ~ UJ wo::q z :::> a: () "' s
l!) V) tii w ~ ...
z z z -I 0 ...J...
-<(""" 0
UJ 0 c( o -.... ::?!z:=:e u N 0 CD ••
....I occ-~
V) > "' ~ l.L
0::: r..>
0.. u
0
V')
0 z
~
....I
~
LL
(.!) z
(J)
~
0 :::c:
w 0 ....I w ~ >-Cl
0 ~ .....I ::< 0.. 0 co ::< .....I ~ w 0 en en w (.) _J s: (.!) Cl ;:: Cl w .....I > a: w u::: w w
....I a: 0 a:
~ <( LU I-
(.!) (.)
I-LL I-<(
0.. (.) 0 en ::< .....I
.....I 1'.: Cl z z w I-~ t:: ::< 0 ::< >-(.) .....I :,,,,::
(.)
0 a:
>-(.!) a: w z w
>< 0.. s:
DATE: 11-25-14
JOB NO. 14180.02
SHEET C10