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LEC CONSTRUCTION
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CR 54 KERSEY,WELD I I I i 1
COUNTY, COLORADO
LEGAL DESCRIPTION: "e -
0T B RE 2977 BEING PART _ - --- -
OF SEC 19 T5N R 64W WELD __ - .- ` --
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--- _ _ _ ---" --- - FOR FUTURE ROW
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LEC CONSTRUCTION
SEEDING NOTES ,
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RECOMMENDED % IN SEEDING RATE EROSION CONTROL , 6
9 48 0 eei
COMMON NAME VARIETIES MIX DRYLAND IRRIGATED I 6)
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Western wheatgrass Arriba, Barton, Rosana 20 to 45 8.0 16.0 U
CR 54 KF,RSEY WELD _ - __
___ - LLo
Sideoats grama Vaughn, Butte, Winer, El Reno,Haskell 20 to 40 4.5 9.0i
Blue grama Hachital,Lovington 10 to 25 1.5 3.0 J — _— i �' V U b
I Green Needle grass Up to 30 5.0 10.0 _— _ _ — — _--__ __ — i �° U
Needleandthread up to 15 7.5 15.0 COUNTY COLORADO - ________ ,- _`tom I �'
Grenville,Nebraska 28,Blackwell, __�' ------__ = —
Switchgrass Pathfinder up to 20 2.5 4.5 98930 " E — — --��� "� — — —— — — — — --
Big —— — — —
bluestem Kaw up to 10 5.5 11.0 N 82 03'48 — — _ — — _ — _ —— _ —
Little bluestem Pastura,Cimmarron up to 10 3.5 7.0 - _ - - - - - - - - - - --
I ---
Bur: 8.0 Bur: 16.5 — _ — _ — _ — — _— I '
Buffalograss Texoka, Sharps Improved up to 10 Floret: 3.0 Floret: 6.0 — �—SF- — — — `..•-. -
Yellow Indiangrass Llano, Holt, Cheyenne,Oto up to 10 5.0 10.0 _ - rSg-_��-- - - - U) I
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NOTE: ALL DISTURBED AREA 50_
PAD W 6'' OF 3 ROCK MAINTAIN AS
THAT ARE NOT PA� a SNALL - _ REQUIRED TO KEEP WCR 54 FREE OF MUD / J
- - •
AN,D' DEBRIS TEMPORARY FENCE `TO DIRECT U
BE RE-SEEDED OR COVERED I � - TRAFFIC THROUGH TRACKING CONTiRQL PAD
• CAPE SWAL LA 1' ?0. °L
ROAD BASE` TO ACHIEVE FINAL
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VEHICLE TRACKING CONTROL GENERAL EROSION CONTROL NOTES
(VIC- VERTICAL TRACKING CONTROL) SLOPE AND S W A L E PROTECTION CONTRACTOR SHALL INSTALL ALL PERIMETER SEDIMENT AND EROSION CONTROL DEVICES INCLUDING,
BUT NOT LIMITED TO, SILT FENCE, INLET PROTEC110N, VTC PAD, WHEEL WASHOUT, AND SEDIMENT WATTLE DIAMETER,
9"Minimum Thickness BASINS BEFORE COMMENCING ANY LAND CLEARING OR GRADING ACTIVITIES. THE CONTRACTOR SEE NOTE 5 SEDIMENT TRAPPING AREA (TYP)
VL Riprap(D50=6") SHALL LIMIT TOPSOIL STRIPPING OPERATIONS TO WITHIN THE AREAS IN WHICH THEY WILL BE
s``ee .6 IMMEDIATELY WORKING. THE CONSTRUCTION OF UNDERGROUND UTILITIES SHALL BE INCLUDED AS A
He`6 x Ppe LAND DISTURBING ACTIVITY, ALL EXCAVATED MATERIAL SHALL BE PLACED WHERE SEDIMENT WILL 3/4' x 3/4' WOODEN N I
,a „ . STAKE (TYPJ
ERODE BACK INTO THE TRENCH. ALL TRENCHES SHALL BE BACKFILLED BY THE END OF THE DAYS �\, ,,.:;,••,.�: aEE Ia1IE a z X CC U
WORK; BACKFILL SHALL BE PERMANENTLY STABIUZED BEFORE CONSTRUCTION IS CONSIDERED yp�\ a auv
COMPLETE. %ei.,i: ::: f f co V4'
?,2:(0,
�> `�>O�i�i•-, -v:F STAGGER JOINTS W
ALL DISTURBED AREAS AND SOIL STOCKPILES SHALL BE ADEQUATELY STABIUZED AS DEFINED IN r r 04r i04i�ri 4'j.�__`p, - N M (TYR) STAKE AT EACH END III 4Qj THE URBAN DRAINAGE FLOOD CONTROL DISTRICT (UDFCD), VOLUME 3, CONSTRUCTION BEST AND 4' MAX. D.C. ALONG U
77097 MANAGEMENT PRACTICES, SECTION 3.0 "EROSION CONTROL". ALL DISTURBED SOILS AND SOIL •'4 ENTIRE LENGTH 1Z 3 I
Non-WOVen GeOtexllle Filler Cloth re DURING DURING STOCKPILES CONSTRUCTION ACTIVITIE BE WATEREDS TO PREVENT D WIND-CAUSED IN A H EROSION.ENED NAALL OLAND DN AT ISTURBING RBI G `?;t`_S ' La 1 O ' � C ^O
ACTIVITIES WILL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST IMPACTS ADJACENT Ia PLAN VIEW
PROPERTIES, AS DETERMINED BY CITY INSPECTOR. PERMANENT OR TEMPORARY NATIVE SEED (SEE Fl FVATION VIEW w NOTES: I I
NOTES SDDC MANUAL SECTION 14 FOR SEEDING SPECIFICATIONS) SOIL STABILIZATION SHALL BE REQUIRED f 1. INSTALL WATTLES ALONG CONTOURS, FULL LENGTH OF SLOPE W r W
WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED. IF DISTURBED AREAS OR STOCKPILES ARE NOT w OR EXTENT OF SCALE. 7
BROUGHT TO FINAL GRADE WITHIN 30 DAYS FOLLOWING THE INITIAL DISTURBANCE, OR Z
z 2. WATTLES SHALL BE INSPECTED REGULARLY AND IMMEDIATELY
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
2. PUBUC 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 A LTHOROUGHLY ENTRENCHED AND IN CONTACT WITH THE SOIL. 0 50 100 150 I
EACH DAYS WORK OR AFTER RAIN EVENTS, AS NEEDED. SLOPE OF 4V.1 H. (SEE TABLE) GO III
3. LIVE STAKES MAY BE USED FOR PERMANENT INSTALLATIONS - --- O)
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. qtLUDUrytqTI�T WATTLE SPACING TABLE ------
CONTROL HAY S ARE NOT RECOGNIZED BY THE CITY OF GREELEY AS AN ACCEPTABLE FORM OF EROSION OCENTEIt OF COLO 4. INSTALL WATTLES SNUGLY INTO THE TRENCH (4"DEEP). ABUT 7
RPDO ADJACENT WATTLES TIGHTLY, END TO END, WITHOUT Z
SLOPE TYPE MAXIMUM SPACING OVERLAPPING THE ENDS.
INSPECTION OF ALL EROSION AND SEDIMENT CONTROL BMP'S SHALL BE REQUIRED AT THE END OF 1-800-922-1987 ALL SWALES 20 FEET 5. WATTLES TO BE 9* MIN DIAMETER FOR SLOPES, 12" MIN Ill Milli' I
EACH DAY'S WORK, WITH NECESSARY MAINTENANCE AND REPAIRS PROVIDED IMMEDIATELY. THE CITY 4:1 SLOPE OR > 40 FEET DIAMETER FOR SWALES.
OF GREELEY INSPECTOR SHALL, AT THEIR DISCRETION, REQUIRE ANY EROSION CONTROL DEVICES BE I
REPAIRED , REPLACED, RELOCATED, MODIFIED, OR REMOVED. SUCH REQUESTS SHALL BE COMPLETED
d}IiT'T+ ' WITHIN 5 WORKING DAYS FOLLOWING RECEIPT OF THE WRITTEN REQUEST FROM THE INSPECTOR. ALL
SILT FENCE INSTALLATION PUBUC RIGHT OF WAY POLLUTED WITH DIRT, MUD, OR DEBRIS SHALL BE SWEPT CLEAN AT THE END CONCRETE TRUCK WASHOUT PIT
1-800-922-1987 OF EACH DAYS WORK OR AFTER STORM EVENTS, AS NECESSARY. ALL TEMPORARY AND PERIMETER
EROSION AND SEDIMENT WASNBEEN ALL UPSTREAMD. SEDIMENTAS ARE PERMANENTLYL MEASURES HALL BE
SITEANDCONTRACTORR BE REMOVED AS SOON AS O I --
,. +Y a * '4 ,ff. I1 HAS BEEN FULFILLED. SEDIMENT TRAPS/BASINS SHALL BE CLEANED AND REMOVED, OR STABILIZED, PROFILE
. THEATTACHING TWO SILT FENCES IS
RESPONSIBLE FOR PROPERLY DISPOSING OFF ALL SILT FROM THE SITE, IF IT IS NOT REUSABLE ON ci-I I- - - - -I-I
1�4 DRAWN i Ti2 FEET
SITE. I I -I T
(MIN) r. n1 I.ITITLITji-
THE LANDOWNER SHALL BE HEW RESPONSIBLE FOR THE LONG—TERM STABILITY OF CUT AND FILL EPTH
AT APPROXIMELY 8 SLOPES AND THE SUCCESSFUL ESTABLISHMENT OF PERMANENT VEGETATIVE COVER ON EXPOSED
FILTER FABRIC INCHES OF FILTER PLACE THE END SOIL AS DEFINED IN THE UDFCD, VOLUME 3, CONSTRUCTION BEST MANAGEMENT PRACTICES, CONTAINMENT BERM FROM CHECKED
MATERIAL. SECURELY FABRIC MATERIAL POST OF THE I
FASTENED TO THE MUST EXTEND INTO SECOND FENCE SECTION 3.2 "MULCHING". 0FEET I
POSTS ANCHORED WITH POST OF T,r) ALL CONSTRUCTION SUPPLIES OR MATERIALS USED OR STORED ON SITE MUST BE DISPOSED OF PIT EXCAVATED MATERIAL F.„. BOTTOM MIN.SQU
ALL
COMPACTED FIRST FENCE CONCRETE TRUCKS DATE
BACKFILL MATERIAL. PROPERLY AND MUST MEET ALL APPLICABLE MATERIAL SAFETY DATA SHEET CRITERIA. NOTES: M
1. PIT TO BE MAINTAINED AND UTILIZED UNTIL AU.CONCRETE WORK IS COMPLETED, WASHOUT HERE 7/2,3/2 015 I
WOOD OR
STEEL POST ROTATE BOTH THE STATE STORMWATER DISCHARGE PERMIT HOLDER MAY BE LIABLE FOR ANY VIOLATIONS INCLUDING ALL FOUNDATION AND FLATWORK. RELOCATED PITS SHALL MEET THIS STANDARD. SCALE I
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 I
3 180 DEGREES IN CREWS, ETC. *SIGN: 2' Tall x 3' Wide 1' - 50'
. SET CONCRETE TO BE BROKEN UP AND DISPOSED OF PROPERLY OFF SITE PER LOCAL, STATE.
RUNOFF / ' _ DIRECTION TO AND FEDERAL.LAWS. On 4' Tall Post, 6"x2" I
/ CREATE A TIGHT 4. WASHOUT PITS THAT APE SEPARATED FROM A PAVED SURFACE MAY REQUIRE A VTC PAD Lettering PROJECT //
I
\ \/\�r\\ SEAL WITH THE FABRIC MATERIAL TO PROTECT STREETS FROM TRACKING OF DIRT. I
10 INCHES \�� �\ DIRECTION OF RUNOFF WATERS EROSION CONTROL STRUCTURES
(MIN) y\ / \ ROXIMATE I + ` DRIVEBOTIH EROSION CONTROL STRUCTURES SHEET
` yj/ �\ \ 1 INCH NCH B TRENCH� /— curioN ANDTHE OUTIOI
DETAIL 12-1
/, ,5Y,,, BURY BURY FLAP DETAIL 12-2
DATE SCALE N.T.S. DATE: MARCH 2007 SCALE: N.T.S. NOTE: SCALE VALID ONLY IF C3
PRINTED ON 24" X 36" OF SHEETS
LEC CONSTRUCTION
GRADING P i 8 7
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I EDGE OF WELD COUNTY ROW
SWALE CENTERLINE
DRAWN
PROPERTY LINE - - - -
EXISTING GRADE CONTOUR I CHECKED
FINISHED GRADE CONTOUR 0 50 100 150 DATE
T 7/22/2015
SCALE I
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