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WCR 51 HUDSON WELD .A„,1° = 40' I
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MAINTAIN AS REQUIRED TO KEEP '18 NOTE :. ALL DISTURBED . REAS � N
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VEHICLE TRACKING CONTROL GENERAL EROSION CONTROL NOTES SLOPE AND SWALE PROTECTION � 0 NOTES
(v-re — vERncAL TRACKING CONTROL) :
CONTRACTOR SHALL INSTALL ALL PERIMETER SEDIMENT AND EROSION CONTROL DEVICES INCLUDING,
9" Minimum Thickness BUT NOT LIMITED TO, SILT FENCE, INLET PROTECTION, VTC PAD, WHEEL WASHOUT, AND SEDIMENT WATTLE DIAMETER, SEDIMENT TRAPPING AREA (TYPJ
BASINS BEFORE COMMENCING ANY LAND CLEARING OR GRADING ACTIVITIES. THE CONTRACTOR SEE NOTE 5 I
VL Riprap (D50 : 6") el‘‘,•% SHALL LIMIT TOPSOIL STRIPPING OPERATIONS TO WITHIN THE AREAS IN WHICH THEY WILL BE 'CANOE SITE: Loamy Plains C"fayey Plains,Loamy 'S1opi s *IMF
a �a IMMEDIATELY WORKING. THE CONSTRUCTION OF UNDERGROUND UTILITIES SHALL BE INCLUDED AS A I
Ii 3/4' x 3/4' WOODEN I
` v°9` LAND DISTURBING ACTIVITY. ALL EXCAVATED MATERIAL SHALL BE PLACED WHERE SEDIMENT WILL STAKE (TYP,) RECOMMENDED Z Z O
o�Q°tl ERODE BACK INTO THE TRENCH. ALL TRENCHES SHALL BE BACKFlLLED BY THE END OF THE DAYS '°�>�.; ' , (SEE u°TE » X W N to
WORK; BACKFlLL SHALL BE PERMANENTLY STABILIZED BEFORE CONSTRUCTION IS CONSIDERED \?N�;o - a COMMON NAME VARIETIES MIX DRYLAND (O
COMPLETE. �S �, , J
\ • ' ` I <o Western wheat grass Arriba, Barton, Rosana 20 to 45 8.0 I Fop
Q , '\''‘ I '‘‘44�\� ��/p<'rry\i�, . .`: :::::. N (D GYP.) ER JOINTS I W 2 r— OD
�% ALL DISTURBED AREAS AND SOIL STOCKPILES SHALL BE ADEQUATELY STABILIZED AS DEFINED IN '�'\r4 ''r\�i�EN�iNNW'�% c4: STAKE AT EACH END Sideoats gt"dma Vaughn, Butte, Hiner, EI Reno, Haskell 20 to 40 4.5 W CC r(n- Q cni
•'=" AND 4' MAX, D.C. ALONG W
O �Oj THE URBAN DRAINAGE FLOOD CONTROL DISTRICT (UDFCD), VOLUME 3, CONSTRUCTION BEST ' ` > ==' "" �- �. _. g gt
/nU " ,-.::r:; ; 1; �:::; ENTIRE LENGTH Blue iamb Hachital, GOVm On I0 to 25 1 .5 Z -t7 U c„�
4l MANAGEMENT PRACTICES, SECTION 3.0 EROSION CONTROL". ALL DISTURBED SOILS AND SOIL �'rsa,; ,._::r I— C
\0 STOCKPILES SHALL BE WATERED AND MAINTAINED IN A ROUGHENED CONDITION AT ALL TIMES : - , z Green Needlegtass Up to 30 5.0 N to ••
\aNJ .-c -vY \, LA I I W O
Non-Woven GeoieztiIAFifterCloth Lai DURING CONSTRUCTION ACTIVITIES TO PREVENT WIND-CAUSED EROSION. ALL LAND DISTURBING "i PLAN VIEW Needleandthread up to 15 7.5 Z W Q N
ACTIVITIES WILL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST IMPACTS ADJACENT a IM I
PROPERTIES. AS DETERMINED BY CITY INSPECTOR. PERMANENT OR TEMPORARY NATIVE SEED (SEE ELEVATION VIEW w NOTES: Grenville, Nebraska 28, Blackwell, I W I- o I I
NOTES. SDDC MANUAL SECTION 14 FOR SEEDING SPECIFICATIONS) SOIL STABIUZATION SHALL BE REQUIRED w S EXTENT of SSWWALELONG CONTWRS, FULL LENGTH OF SLOPE Switchgrass Pathfinder up to 20 2.5 I
I co
WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED. IF DISTURBED AREAS OR STOCKPILES ARE NOT BI bluestem Kaw u to 10 5.5 I
Z
BROUGHT TO FINAL GRADE WITHIN 30 DAYS FOLLOWING THE INITIAL DISTURBANCE, OR Z 2. WATTLES SHALL BE INSPECTED REGULARLY AND IMMEDIATELY g p i �( I
1. VTC PAD RIP RAP TO BE CLEANED OF MUD AFTER RAIN EVENTS RE-DISTURBANCE, TEMPORARY STABILIZATION MEASURES SHALL BE REQUIRED. NO SOIL STOCKPILE - f AFTER A RUNOFF PRODUCING RAINFALL TO ENSURE THEY REMAIN Little bluestem Pas►ura, Cimmerron up to 10 3.5 I I �Cl2. PUBLIC ROADS TO BE CLEANED OF DEBRIS AT THE END OF SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILE SIDE SLOPES SHALL NOT EXCEED ALAIELLImeatG,II
THOROUGHLY ENTRENCHED AND IN CONTACT WITH THE SOIL B�- 2 0 I L
SLOPE OF 4V: 1H. (SEE TABLE) Buffalograss Texoka. Sharps Improved up to 10 Floret: 3.0 U) III
EACH DAYS WORK OR AFTER RAIN EVEIJTS, AS NEEDED. 3. LIVE STAKES MAY BE USED FOR PERMANENT INSTALLATIONS. ,
3. VTC PAD TO BE DELINEATED TO ENSURE USE BY CONSTRUCTION TRAFFIC ALL STORM SEWER INLETS SHALL BE PROTECTED FROM THE ENTRY OF SEDIMENT-LADEN WATER. WATTLE SPACING TABLE 4. INSTALL WATTLES SNUGLY INTO THE TRENCH (4"DEEP). ABUT Yellow Indian¢rass Llano, Molt, Cheyenne, Uto u to I0 5.O Z
HAY BALES ARE NOT RECOGNIZED BY THE CITY OF GREELEY AS AN ACCEPTABLE FORM OF EROSION CALL UDLNY NOTIFICATION ADJACENT WATTLES TIGHTLY, END TO END, WITHOUT p , I
CENTER OF COLORADO I . -'TE: <EE I ' . -TE H - E F ILLI F," i - - T H ° ' PC; CC
CONTROL SLOPE TYPE MAXIMUM SPACING OVERLAPPING THE ENDS. I W
1 -800-922- 1987 ALL SWALES 20 FEET " L: HIN _ L _ _ ELE EE -. -TE - H I I
INSPECTION OF ALL EROSION AND SEDIMENT CONTROL BMW S SHALL BE REQUIRED AT THE END OF 5. WATTLES TO BE 9 MIN DIAMETER FOR SLOPES, 12 MIN II_
EACH DAY'S WORK, WITH NECESSARY MAINTENANCE AND REPAIRS PROVIDED IMMEDIATELY. THE CITY 411 SLOPE DR > 40 FEET DIAMETER FOR SWALES. I O
OF GREELEY INSPECTOR SHALL, AT THEIR DISCRETION, REQUIRE ANY EROSION CONTROL DEVICES BE MEMBER U" ES.
REPAIRED , REPLACED, RELOCATED, MODIFIED, OR REMOVED. SUCH REQUESTS SHALL BE COMPLETED
G un F N WITHIN 5 WORKING DAYS FOLLOWING RECEIPT OF THE WRITTEN REQUEST FROM THE INSPECTOR. ALL CONCRETE TRUCK WASHOUT PIT °'''"' - ----- - - - - - - - - --- ti.,
PUBLIC RIGHT OF WAY POLLUTED DIRT, MUD, OR DEBRIS SHALL BE SWEPT CLEAN AT THE END
1 -800-922- 1987 SILT FENCE INSTALLATION WITH OF EACH DAYS WORK OR AFTER STORM EVENTS, AS NECESSARY. ALL TEMPORARY AND PERIMETER
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED AS SOON AS THEIR FUNCTION PROFILE
HAS BEEN FULFILLED. SEDIMENT TRAPS/BASINS SHALL BE CLEANED AND REMOVED, OR STABILIZED, .�c'T=W - - - - - - -- - - - - -
MI ATTACHING TWO SILT FENCES WHEN ALL UPSTREAM AREAS ARE PERMANENTLY STABILIZED. THE SITE CONTRACTOR IS
iv 4 •=II-II-II- DRAWN
=F—In ._11=il=it=11-
RESPONSIBLE FOR PROPERLY DISPOSING OFF ALL SILT FROM THE SITE, IF IT IS NOT REUSABLE ON ,_�._, -, =p_L� t _n=II=II=n=n.
SITE. ,6u=1 =1 =I .u=n. -Ti=n=n=n=n=n-
n4LITL 1n=n=B. .-T=n=n=n=n=n=ir
(MIN)2 � n .�..A2T_'2 T i._�L_IT,_'. 3• -T=1��II��II��II��II��II��II��iI��_
THE LANDOWNER SHALL BE HELD RESPONSIBLE FOR THE LONG—TERM STABILITY OF CUT AND FILL DEPTH I CHECKED I
APPROXIMATELY 8 SLOPES AND THE SUCCESSFUL ESTABLISHMENT OF PERMANENT VEGETATIVE COVER ON EXPOSED I I
FILTER FABRIC INCHES OF FILTER PLACE THE END SOIL AS DEFINED IN THE UDFCD, VOLUME 3, CONSTRUCTION BEST MANAGEMENT PRACTICES, CONTAINMENT BERM FROM V
MATERIAL SECURELY FABRIC MATERIAL I
FASTENED TO THE MUST EXTEND INTO SECOND FENCE SECTION 3.2 "MULCHING". PIT EXCAVATED MATERIAL 10 FEET SQUARE ALL I DATE
POSTS A TRENCH MD BE i
ANCHORED WITH PST OTHE END ALL CONSTRUCTION SUPPLIES OR MATERIALS USED OR STORED ON SITE MUST BE DISPOSED OF BOTTOM MIN. CONCRETE TRUCKS I 11/20/2014 I
COMPACTED FIRST FENCE NOTES I SCALE
BACKFlLL MATERIAL PROPERLY AND MUST MEET ALL APPLICABLE MATERIAL SAFETY DATA SHEET CRITERIA. 1. PIT TO BE MAINTAINED AND UTILIZED UNTIL AU. CONCRETE WORK IS COMPLETED, WASHOUT HERE I , = ^,
WOOD OR �' INCLUDING ALL FOUNDATION AND FLATWORK. RELOCATED PITS SHALL MEET THIS STANDARD. 1 40
STEEL POST / ROTATE BOTH THE STATE STORMWATER DISCHARGE PERMIT HOLDER MAY BE LIABLE FOR ANY VIOLATIONS
8' MAX SPACING POSTS AT LEAST RESULTING FROM THE ACTIONS TAKEN BY SITE CONTRACTORS, SUBCONTRACTORS, MAINTENANCE 2. PIT TO BE PERMANENTLY SIGNED TO ALERT DRIVERS OF ITS LOCATION PROJECT #
180 DEGREES IN
— CREWS, ETC. 3. SET CONCRETE TO BE BROKEN UP AND DISPOSED OF PROPERLY OFF SITE PER LOCAL, STATE. *SIGN: 2, Tall x 3, Wide
RUNOFF I ` A CLOCKWISE AND FEDERAL LAWS. On 4' Tall Post, 6"x2"
DIRECTION TO 4. WASHOUT PITS THAT ARE SEPARATED FROM A PAVED SURFACE MAY REQUIRE A VTC PAD Letterin
V CREATE A TIGHT TO PROTECT SWEETS FROM TRACKING OF DIRT. 9 SHEET
/>/ \ %: \ FABRIC MATERIAL I I
10 INCHES \r DIRECTI0NDF RUNOFF WATERS EROSION CONTROL STRUCTURES EROSION CONTROL STRUCTURES I �' I
(MIN) <, APPROXIMATE I + j DRIVE BOTHI
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