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SURFACE TYP. TRAFFIC �
DIRECTION LEGAL DESCRIPTION: PARCEL a..
EJW
I N 1/2 OF NW 1 /4 OF SEC I EJW
60' OF 26 T 8N R 60W WELD ' 5 ORE vaizou
RIGHT-OF-WAY COUNTY COLORADO r = so
BETWEEN -
SECTIONS I
I AND PER EXISTING NATIVE GRASSES /�
BOOK PG TO REMAIN (TYP) ( _ i
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I Statitge
ift I •
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IIIIIII
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/ FLARED END SECTIONS \� 9a`2'
X \ \ �\ EXISTING GRADE CONTOUR DRAWN
/ I JI ` k / X90 _"
I / - --� FINISHED GRADE CONTOUR EJW
CHECKED
/ / _ . ---4900 - 4�1 EJW
>rl l \ \ 4g \ DATE
1/9/2014
4999 x 4897. 57 �
RgP 3 4898'. 8 ,\48 �� : E
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l ± 04:7 oa20 / / - \ ' \ \ PROJECT y
GRADING PLAN SHEET
C2
• 1 OF SHEETS
VEHICLE TRACKING CONTROL GENERAL EROSION CONTROL NOTES W 0)
(VTC _ NmaAL WAOSC CDIRmDU
� � w _ _ _ _ _ _ - - CONTRACTOR SHALL INSTALL ALL PERIMETER SEDIMENT AND EROSION CONTROL DEVICES INCLUDING. O
-LJTyL _ _ t0
9° Minimum BUT NOT UNITED TO, SILT FENCE, INLET PROTECTION, VTC PAD• WHEEL WASHOUT, AND SEDIMENT O Q LO 0
- - _ - - _ - - - - - - - - - - - - it - BASINS BEFORE COMMENCING MY LAND CLEARING OR GRADING ACTIVITIES THE CONTRACTOR (D
- - VLRp�yp (D50 =61 SHALL LIMIT TOPSOIL STRIPPING OPERATIONS TO W1T1N THE AREAS IN YMIQ1 THEY WILL BE Z
s•A'`° IMMEDIATELY WORKING. THE CONSTRUCTOR OF UNDERGROUND UTIUTES SHALL BE INCLUDED AS A O
aal. LAERND ODEgBACK INTO STURBING ATHE„TRENCH. EXCAVATED
ALL TRENCHES SHALL E SHALL
BACKFILL D BY�END SEDIMENT
OF THE DAYS Z Z
BEP. 0
WORK: BACKFILL SHALLPERMANENTLY STABIUZED BEFORE CONSTRUCTOR IS CONSIDERED )(0
COMPLETE 3 I: /y°�
ALL DISTURBS AREAS AND SOIL STOCKPILES SHALL E ADEQUATELY STABILIZED AS DEFINED IN Q 6 0 W
- - - - - 124 THE URBAN DRAINAGE FLOOD CONTROL DISTRICT (UDFCD), VOLUME 3. CONSTRUCTION BEST- - - CC
F/ MANAGEMENT ALL BE WATERED
SECTION AND MAINTMNED'EROSION CONTROL'.R ALLROUGHENEDDISTURBEDCON SOILS RD DITION AT AU. TIMES
W Q- I _ �— - - x
\X- )(\ X \ x \ X XT x - - - - - DURING STOCKPILES
CONSTRUCTOR ACTIVITIES TO PREVENT WIND-CAUSED EROSION. ALL LAND DISTURBING °
/l�\ 1 ` Non-Woven D2�CXhIQ Filer Cloth A ACTNTES WILL BE IMMEDIATELY DISCONTINUE WHEN FUGITIVE DUST IMPACTS ADJACENT L-
�/,
I / PROPERTIES, AS DETERMINE BY CITY INSPECTOR. PERMANENT OR TEMPORARY NATIVE SEED (SEE W v
I / \ \ \ 1 M)b SDDC MANUAL SECTION 14 FOR SEEING SPECIFICATIONS) SOIL STABIUZAT E REQUIRED ON SHALL
\ \ WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED. F DISTURBED AREAS OR STOCKPILES ARE NOT
BROUGHT TO FINAL GRADE WHIN 30 DAYS FOLLOWING TE INITIAL DISTURBANCE OR
I. VTC PAD RP RAP 10 BE CLEAVED OF MUD AFTER RUN DENTS RE-DISTURBANCE, TEMPORARY STABIJZATION MEASURES SHALL BE REQUIRED. NO SOIL STOCKPILE
2. PUBLIC ROADS TO BE CLEANED OF DOTRIS AT RE ENO a SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILE SIDE SLOPES SHALL NOT EXCEED A
\ \ \ \ \ SLOPE OF 4V:1H.
EACH DAYS WOwc w AFTER RUN E.vITs AS NEEDED.
I N
\ D. 'ITC PAD TO BE DELINEATE) TO ENSURE USE BY Cw5TIUCTw MAITIC
STORM SEWER REED SHALL BE PROTECTED FROM THE ENTRY OF SEDIMENT-LADEN FORM WATER.
HAY BALES ARE NOT RECOGNIZED BY THE CITY a GREELEY AS AN ACCEPTABLE FORM OF EROSION
\ \ \ \ \ \ CONTROL
INSPECTOR OF ALL EROSION AND SEDIMENT CONTROL BMP'S SHALL BE REQUIRED AT THE END OF
EACH DAYS WORK, WITH NECESSARY MAINTENANCE AND REPAIRS FRONDED IMMEDIATELY. HE an
N / OF GREELEY INSPECTOR SHALL AT HEIR DISCRETION. REQUIRE ANY EROSION CONTROL DEVICES BE
•
REPMRED . REPLACED. RELOCATED, MOCFIE. OR REMOVED. SUCH REQUESTS SHALL BE COMPLETED
cti/1111
\ \ \ \ \ \ - PUBLIC N RIGHT OFGWAY POLLUTE WITH DIRTT MUD OR E DEIBRIS SHALL E SWEPT CLEAN AT THE AE
1 -800-922- 1987
SILT FENCE INSTALLATION OF EACH DAYS WORK OR AFTER STORM EVENTS AS NECESSARY. ML TEMPORARY AND PERIMETER
1 \ \ \ �. ' 41/20911*
I EROSON AND SEDIMENT CONTROL MEASURES SMALL BE REMOVED AS SOON AS THEIR FUNCTION
-{I- I \ \ / ATTACHING TWO SILT FENCES HAS BEEN
ALLL UPSTREAM AREAS SEDIMENT RE PERMANENTLYINS SSTAEJZEDD.ALL BE CLEANED SE D AVER. OR STABIUZED.
I \ / RESPONSIBLE FOR PROPERLY DISPOSING OFF ALL SILT FROM THE SITE W IT IS NOT REUSABLE ON
2 FEET
I \ \ \ \ \ \ (MIN)
�■ �� SITE.
THE LANDOWNER SHALL BE HEED RESPONSIBLE FOR THE LONG-TERM STABILITY CF CUT AND FILL
APPROXIMATELY s SLOPES AND THE SUCCESSFUL ESTABUSHMENT OF PERMANENT VEGETATIVE COVER ON EXPOSED
FABRIC
FILTER
SECURELY \ INCHES OF MUER
FABRIC MATERIAL P�OST� DE R DC SOIL AS DEMO IN HE UDFCD. VOLUME 3. CONSTRUCTION BEST MANAGEMENT PRACTICES,
\ FASTENED
POST m Ut \ MUST EXTEND INTO E
SECCND FENCE SECTION 3.2 'MULCHING'.
I \ \ \ \ µwllwvA__A TREHOI AND BE �� POST CF TH Ns" THE E ALL CONSTRUCTION SUPPUES OR MATERIALS USE OR STORED ON SITE MUST BE DISPOSE OF
SAC% . MATERIAL FIRST FENCE PROPERLY AND MUST MEET ALL APPLICABLE MATERIAL SAFETY DATA SHEET CRITERIA
>i I 1 ,
\ STEEL PNODO OST ROTATE 8018 TE STATE STORMWATER DISCHARGE PERMIT HOLDER MAY E LIABLE FOR ANY VIOATONS
F MAX SPACING POSTS AT LEAST RESULTING FROM THE ACTIONS TAKEN BY SITE CONTRACTORS. SUBCONTRACTORS. MAINTENANCE
RUNOFF /�� /_ TED
REES IN CREWS. ETC.
NOTE : ALL DISTURBS-D AREAS ' J CREATE FABMC ��
� t SEAL WTN THE
S1=1ALL BE RE SEEDED OR COVERED
N
WITH GRAVEL . PERMANENT GROUND D(NOES
I ) !/ \ SAT i GRo OF RUNOFF D EROSION CONTROL STRUCTURES
P► I 1 COVERAGE IS REQUIRED I 4-INCH Br BURpot.Y DETAIL 12-1
,ppp1 ��— NOES Nro ONE
Q MOUND AND
. I \ I I DATE SCALE: N.T.S.
I A I SLOPE AND SWALE PROTECTION
� \
T \ 1 \ I I
------ - - - - - - - - 'R EE NOTE DISMETER, SEDIMENT TRAPPING AREA KTYP.)
X co STAKE (TIP.)
3/4'
-IIOa DWI[ a Ton
� � •
I I STAGER JOINTS/ 04n KTVP.) O STALED AT EACH END
I RD 1' ILA%. 6C. ALQIG
1 1K^S" ENTIRE LENGTH (.1)
A W
�1 so PLAN VIEWlaal
► I 1 / / i t. NSTALL *Or
A1TE5 KONG CON70UR5, VIAL LENGTH OF SLOPE CC
Fl FVATIIIN VIEW W NOTES:
. I 1 U, w OR EXTENT O SwME.
Z 2. WATTLES SHALL E INSPECTED REGULARLY MO IMMEDIATELY liftiral
UJ
/ 1`\ S AnER A RUNOFF PROOUCNG D WI COI TO ENSUE TREY DWAIN Q
lib \ I N \ LSEE TABLE m DI ENTEHCHE RD N CONTACT NI 111E SqL
J. DVE STAKES MAY E USED FOR PERMANENT INSTALLATIONS.
I \ �o°" WATTLE SPACING TABLEUJ
I / \ a. INSTML WATT ES SNUGLY INTO TIC WEN ('"DEEPP). ABUT 0
I SLOPE TYPE I MAXIMUM SPACING 0 JVfl3APPINA Y. END 10 ENO. MITN%li
hi
�. 1 -800-922- 1987 ALL SVALES )III 20 FEET 5. WATTLES 70 BE B' MIN DIAMETER Ern SLOPES. If III to
I \ \ / I / \ illtW 40 SLOPE OR 40 FEET DIAMETER FOR SWAES. E
I O CO O cc
Il xI II . \ I N. CONCRETE TRUCK WASHOUT PIT O U O 0)
/ PROFILE CD W
\ l \ Al ' ~ Z
■ � � / r Q
i
RPN
PI' CONTAINMENT BERM FROM I ' I O
■ I I� � \ PIT EXCAVATED MATERIAL 10 FEET SQUARE ALL /�E
I. BOTTOM MN. I
,' I / \ I NOTES: CONCRETE TRUCKS
N I. MT TO BE NANTANED AM ICED Mit ML CCNOVE WOW IS CONFUTED. WASHOUT HERE
-ITI I . I . \ INCLUDING AU. FDMCA1"N APO FIA p, RELOCATED Pin SHALL MEET Ills STANDARD.
' i - -'
\ I I '... , I \ I , z PIT TO NBEC ETEMMIEIRr SEED 10 MEANT IMPOSED
CEDERS R ITSOP ROCA1XN i 1 ' ,
V x SET CONCRETE ro BE BROKEN UP MID DIFoaD R PROPERLY OFF SLED PER Lax STATE. 'SIGN: 2' Toll z 3' Wide W
N MO MOM LARS
MAT
on 4' T011 Post, 6-42" 0
X �T A wASR O. RD 1RAT ARE SEPARATED FROM A PAM SURFACE MAY RECIPE A VIC PAD Lettering
mini
k __I I TO PROTECT STREETS fRol TRACKING R DNi. rr ^^
`� I / EROSION CONTROL STRUCTURES vJ
7A I DETAIL 12-2
Kim N
I � ' III - ,1 I / DATE MARCH 2007 SCALE: N.T.S. IIIIMIO
Ill' GONG " --- - 1, I (,)
I — , /
�► I .b ,: I� S • AREA ,11
I I l / Z Z O
1 0' — _ So_ loo�o, SEEM \ G \ RTES Zwo (0
r� — — — — w co <I'
- -
I Kn - 1 / RECOMMENDED % IN SEEDING RATE LU cc c 0 i
Pm- iII
CONSTRUC VE ` ICL RA . 'N' COMMON NAME VARIETIES MIX DRYLAND IRRIGATED ? cri
3 C V CI
IWestern wheats . ss Arriba, Barton, Rosana 20 to 45 8.0 16.0
vi
CONTROL ■N A W �o II 4` 3 " IC ` Sideoats a • .. a Vau :hn, Butte, Hiner, El Reno, Haskell 20 to 40 4.5 9.0 O j v Cr O
Blue . ma Hachital Lovin : on 10 to 25 1 .5 3.0 N.
W Q
IAINTAIN '� S � EQ ' - D TO KEEP ------*---- GreenNeedle:rass UEto30 5.0 10.0 W O W �'
�, NCR 105 F " EE �` I"I 1/4P A D _ _ I _ Needleandthread u . to 15 �s 15.0 Z
H Grenville, Nebraska 28, Blackwell,
j TEI'1PORAR FEN T ��DIRECT - SILT FENCE ( TYP ) Pathfinder u . to 20 2.5 4.5
I w Bi • bluestem Kaw u . to 10 5.5 11 .0
I I TRAFFIC TN ' OUGN TRA NG I
HICONTROL PAP DURI I Little bluestem Pastura, Cimmarron us to 10 3.5 7.0
Bur: 8.0 Bur: 16.5CC
I I I - INSTRUCTION - - - - W
Buffalo Texoka, Sh . Fs Imiroved uF to 10 Floret: 3.0 Floret: 6.0IIIIIIII
IIIIIII
I C\ rif
I n _ - - ` I Yellow Indian_ . ss Llano, Holt, Che enne, Oto uE to 10 5.0 10.0 _1 �- ' I
a �_�T
/ IN \
I -n _ \
- ` \ ` \ DRAWN
-IIY/ X - J I
\ EJW
_____
I I I / ' 1 �- - 1 \
\ CHECKED
/ IA EJW
rn \ \ DATE
I I - / _ �"' \ \ 1/10/T E
I `SF� SF -SF- SF - SF - $F� S� SF - SF - SF - SF - SF- SF- SF SF- SF� SF SF- SF - SF- SFjSF5F-8F- SF SF=sue—` Si' \ \ \ \
' Ix / / / \ SCALE
- ` - \ \ \ 1' 50 '
I N! / / 7
--__.- _^ - --___ \ \ \ \ \ \ \ PROJECT #
\ .%...„..___
\ \
I
II x / / l I_ \ \ \ \ \ SHEET
l � \ \ �� \
\ • \ \
HH /
- -- / � \ \ \ \ C3
/ / , ....__
/ / ________.
\ \� _______
\ ______,
ii x " / i_ _____ _______
/ / ____
/ / / / ______
\ \ \ \ .„.........
\ \ ________.
\ ...............„
\ CF SHEE SS
/ / / \ \ \
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