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HomeMy WebLinkAbout1.02 Exemption PlansGeneral Notee: 1) Contractor to supervise and direct work with contractors best skill end etlentlon. Contractor shall be solely responsible for and have control over construction means, methods, techniques, sequences, and procedures and for coordinatIIng all portions cilia work 2) Coobaotor shall comply with all applicable federal, Mate, end local safety requirements. 3) Contractor shell restore or replace In ldnd all wising Improvements disturbed during construction Including, but not limited to: asphalt, concrete, aggregate subbase, concrete curb & griller, concrete cross gutter, chain link fendng, sheet striping, landscaping. algne, end any other existing Improvements lost or damaged during this construction. 4) Contractor wit be responsible for calling the Utility Natltcellan Center of Colorado at (800) 9221957 a minimum of 8 warldng days prim to construction. 5) Work shown or Indicated on these plans, or celled for In the apedficatlone, but not Included as pay quantlry hems shall be consIdered Incidental wok, the cost of which shall be included In the contractors bid for pay quant terns. 8) The contraclar shall be responsible for damage to existing uilllges, pavement, curbs, Info swiping end merldrpe, balk signal equipment (Including detector loops), e W cams, trees, landscaping, end Irrigation system, as a result of contractors operators, and will be required to repair, remodel, or replace. 7) Contractor shell obtain all necessary permits end notify all ulllb companies a mlimum of 72 hours prior to the Med of constructon. It shall be the responsibility of the contractor to coordinate all phases of construction with the various utility cdmpanles Involved. 8) The work she end meteor Smote shall be mabalned In a neat, clean, hazard free, orderly sate throughout cons(mcgon. Bile sharedditionully be cleaned upon request of the Inspector. Ni disposals shall be at the contractor's expense. 9) The location of sedating underground utilities as shown on aeseplans N obtained from a search of existing records. It shell be the contractors responsibility to notify respective Wily providers end the UNCC to deanMne the exact field Meagan of existing utilities which may conflict with work. The operator shall expose Meting WllSes far enough In advance of construction operations In order to make necessary adjustments In grade to dear these utilities. 10) Stationing rears to horizontal centerline. Street widths & curb dimension rererto horizontal measurements unless noted otherwise. II) No revisions to these plans shall be made without written approval ofthe engineer. 12) NI Improvements to be removed by the contractor shall be replaced per the Mended spedtmuons. M other eudace Improvements shell be protected In place, or removed or damaged as a result ofthe contractor's operations, shall be restored to their orlgInal centigrams prior to construction. Existing landscaping Improvements shall only be removed to the extent marked to construct items shown hereon, end restored as directed by the engineer after completion. 13) Contractor to notify Engineer of any existing conditions that are not shown on the available survey and design drawings that would require alteration to the engineer's design. Design change approvals must be provided In waiting by Engineer. 14) Contractor shall be responsible for obtaining end allowing all panne requirements associated with a NPDES'slormweter perch form the Colorado Department of Public Helath end Environment (CDPHE). 16) En ring conditions sunray by Sexton Survey Company 09-1508 LEGEND --I- l— Properly Boundary Set back line _ _..—.._ Pmpoaed LMLae Read Cenariiro Proposed Easement Proposed Water Main W Proposed Water Veba ® e Proposed Signe, as noted on pane Proposed 2' major contour --- PropmedT mlwrcenbur ..... -. Proposed 1' miner contour Existing major contour Edaere minor contour Exieung overhead Power One Existing Power Pole Existing Wee ' Odapng Pedestal open Space 2008 ZEIGLER EXEMPTION non GRAPHIC SCALE IN FEET r mon • s00, Foxy o y yrl rte T +or • '' 49 Cq ,y , i fl r✓z, Lr ci J j. • 24. P,ew i aril V tApL / L E�j�2 ''i ;� `. U �,. `S6 'I — lSL® f 041/ \ *titv . v- .:w.>e....�.._ y —� p i( ) 4 I fe ! , By Date eR as ....� .ase°sZ—.: Illisr4041 rQo 000 11.7111; d o,7r EPK 11/07/08 C in �X= 4% VICINITY MAP OWNER/ DEVELOP ER ENGINEER: SURVEYOR: SHT# 1 2 a 4 5 6 7 8 9 PEREGRINE 08 INVESTMENTS, INC C/O Donald Zeigler PO Box 2810 Glenwood Springs, CO 61602 PHONE: (970) 379-1280 COL _1) DO RIVER ENOINP_ELLN6 recon eats Arlo P.O. BOX 1301 RIFLE, COLORADO 81650 PHONE: 970-625-4933 FAX 970-625-4564 PROJECT ENGINEER CHRISTOPHER MANERA, RE. #30579 Brian Steinwinder P.L.S. Sexton Survey Company 128 West 3rd Street Rifle, Colorado 81650 970-625-3711 970-625-3160 fax SHEET INDEX TITLE COVER SHEET EXISTING SITE CONDITIONS TEMPORARY TRAFFIC CONTROL ZONE INTERSECTION LAYOUT PLAN & PROFILE, STA: 0+00 — 5+00 PLAN & PROFILE, STA: 5+00 — 10+00 CROSS SECTION, STA: 0+00 — 5+00 CROSS SECTION, STA: 5+00-10+00 EROSION CONTROL DETAILS Not for Construction 11/12/08 This Orawng Not ete lrnlaas Latest Revision Initials Are Handwritten Oliglnal Dray/log Preparation w p I(��I1I ®�a�., 1�J•'.I�i DO e C � •'1 tiv G N E I N 6 8 RING PO Bax 1301 Met Tel 170-622-4933 Fax 970821-4164 coati PEREGRINE 08 INVESTMENTS, INC eco Donald Zalgbr PO Box2810 GlenwootlS prings. CO 81602 acEEinme Cover Sheet No DeacApfion By late Approved Dale By Date \„. Drawn EPK 11/07/08 ,/, Npp\ checked A Approved A mart Approved PROJECT saesFILO 7ni..1... C....m..L:.... ¢tan rvpn.nmrza.a.rw.,,aa,.,av ItrET NO. Op II 1 .1•6 N85°31'00"E, z 10. PUBLCC `O; SERVICE it , \w. IES MT. 77 BK 855 -I'1 * PG 2067/ BOUNDARY LINE ADJUSTMENT BOOK 1385 PAGE 651 WELL LOT 1 _. _1L43 //S CIF' Lil'A N87°°59'57"F 3,94739 989'38.03"W 1080.22' SW COR. SEC. 5 98,12 i,W ..a:7..r63.64 . '_..4'0 ., �.... X.49 W 8,,.,, CgCTUS yq DITCHLL2'Y WELL LOTS 2, 3&4 1 775,295 sq. ft. 17.798 acres N08540'44"E 80.00' 6700Q Ylr_-1 381°79'16"WI 302,97- N08°40 '44"E ----I-I 04,97'N08°40'44"E-~ 40.00' N06g0in, 2 146,446 sq. ft. 3.362 acres 326_80_ �i7`' 'F' 186.67' WIT COR. FOUND /\i 387°59 00'W Nss°42'20"W ... .. _..._. _. GRAPHIC SCALE MST 1 Inch - 100 a 37145 HIGHWAY 6 AND 24 ADDRESS APPARENT ACCESS TO BE REMOVED UPON COMPLETION & APPROVAL OF NEW ACCESS y4 N08°40'44"E 40.00' N81,9 '16", 3-1..84_ NerO.'10••p 333.34 387° SOf300.47' 77.70' 24. _77' L�1 !SO. Dir FOUND REDAR & CAP W.C. • PLS 20930 N30°37.14"W 52.5' 3 231,042 sq. ft. 5.304 acres .4 a STATE HIGHWAY ACCESS PERMIT No. 318123 39735 20. 9 \\ \g CACTUS VALLEY DITCH _383°125„W 790.30' - 2gB\Q�QQ,C 4 643,814 sq. ft. 14.780 acres 2 OW LINE 2.847± AC. 1,796,454 sq. ft. OUTSIDE OF ROW FENCE NOT TAKEN OFF TOTAL AC. HIGHWAY 6 AND 24 EDGE OF PAVEMENT _ N88°00200” W ... 849.20 t for Construction 11 / 11 /08 This Drawing Not Valid Unless Latest Revision IrSoIo Ne Handwritten Urinal Diming Prep anon 7' Description By Date Approved Del By Dale w..,.+vx..,...°ww,..sun a.w3-.,"°,a..n °wmw... x... mnm..-,ro.+•�e..nrxn ter•".,wa.....w 6 Drawn Checked Approved EPR 11-2.08 CM Clianl Approved COLORADO RWE! EN WINI E IONC PD Boo 1301 Rine, CC 81850 Tel 970-525 4933 Fax 970625-4554 Minor 712- Zeigler Exemption alEm PEREGRINE 08 INVESTMENTS, INC, c/o Donald Redder PO Box 2810 Glenwood Springs, C001802 SHEET -FRE EXISTING SITE Fire M4=4Prals=5ReglEoarpic pee1ONAq SFEET NO. Of 0 2 N08°40'44"E 80.00' N08°40'44"E 40.00' \ \ \ \ \ \ • \\N • N8>°19'16„ 52100' Fr N08°40'94"E 40.00' N8333_3q TY I _ Ar8��9,16» N,. LOT -2 END ROAD WORK 020-2A((3616') N8>°08'10"W ------- 208.07' '-a LOT -3 SHOULDER WORK SPACE LI OF SIGHT , ® , LOT -1 40.00 DRIVEWAY, LIMIT & DRAINAGE EASEMENT rn co co 225' TEMPORARY CHANNEUZING TAPER 46' SUBDIVISION BOUNDARY LOT -4 EXISTING FENCE LINE HWY 6 & 24 __....... www 01 GRAPHIC SCALE 30 ROAD WORK AHEAD W20-1 (46'x 40') ( IN FEET I 1 inch =50 IL 500' B2 TEMPORARY CHANNELIZING MAINTAIN A MINIMUM OF DEVICE (T(P) 10 FOOT LANE 1110111 LINE OF SIGHT NOTES 1. COLORADO STATE HIGHWAY 6 & 24 POSTED SPEED LIMIT 55 MPH, THIS VIONITY. 2. REQUIRED 161 SIGHT DISTANCE = 550 ft (Table 4-1 Colorado State Highway Access Cade) ACTUAL 01 SIGHT DISTANCE GREATER THAN 1500 ft. 3. REQUIRED 02 SIGHT DISTANCE = 550 H (Table 4-2 Colorado State Highway Access Code) ACTUAL 32 SIGHT DISTANCE GREATER THAN 2000 ft. 4, DURING ACCESS CONSTRUCTION, NO CONSTRUCTION PERSONNEL VEHICLES WILL BE PERMITTED TO PARK IN THE STATE HIGHWAY RIGHT-OF-WAY. 5, DURING ACCESS CONSTRUCTION, NO WORK RILL BE ALLOWED AT NIGHT, SATURDAYS, SUNDAYS. OR LEGAL HOLIDAYS OR ADVERSE WEATHER CONDITIONS WITHOUT PRIOR AUTHORIZATION FROM THE COOT 6, AU. WORK WITHIN THE STATE HIGHWAY RICHT-OF-WAY TALL BE COMPLETED IN AN EXPEDITIOUS AND SAFE MANNER AND SHALL BE COMPLETED WITHIN 45 DAYS FROM INITIATION OF CDNSTRUCTON. 7, RECONSTRUCTION OF AU. AREAS DISTURBED IN STATE HIGHWAY RIGHT-OF-WAY SHALL MEET COOT STANDARD SPECIFICATIONS FOR TOPSOIL. FERTILIZATION. MULCHING. AND RESEEDING. -TUNE_ 500' _-� PROPERTY BOUNDARY UNE ° 30579 l >; ; k4.: G �' 4`42'. G\ i�"�`•• � .�.i_ 5-•-1' Cf Not fo onstruction 11/12/08 ROAD WORK AHEAD W20-1 (46'x 46') HWY 6 & 24 END ROAD WORK 020-2A (36'x I6') This Drawing Nal Vend UNess Latest Revision Initials Ave Handewlf n Original Or awing Preps ellon No A Description By Dale Approved Dale Drawn Checked . Ty EPK CM Dale 11206 Approved Client Approved Cow�i/ytO +AD r EN GINEEM N0 IIICORION41 RD PO Bax 1301 Ripe, C081610 Tel 670-625-4233 Fax 97E6254564 CLIENT PEREGRINE 00 INVESTMENTS, INC. eve Donald 2eieier PD Box 2810 GlenWOed Springs, C081002 SHEETTITLE TEMPORARY TRAFFIC CONTROL ZONE PROJECT712- Ziegler Exemption PILE mu,m r„I.& ams-Zbaww„,w-oealarvme 40JOINT DRIVEWAY EASEMENT Shoulder Ditch 4.0' 1-r• 12.01 a o 3% Slope 8.0' 3% Slope Shoulder 12.0 . ot 8.0 EATEMF9 :1UfptLr-JLf{thJiFjjiiitijii alf T4 6" CLASS 6 COMPACTED 4.0' Ditch 1) Strip all topsoil, scarify and recompact subgrade below topsoil layer a minimum of 12" depth to 95% Standard Proctor. 2) Road Base to be placed and compacted to 95% Standard Proctor. 3) Road structure and subgrade design preliminary. Road section subject to change dependent on soil conditions exposed during excavation 4) FYnal road section design to be based upon recommendation of geotechnical engineer. TYPICAL JOINT DRIVEWAY SECTION 4 NOT TO SCALE LOT 3 X PROPOSED UNDERGROUND TELEPHONE PROPOSED UNDERGROUND ELECTRIC NO OUTLET W14-2 SIGN END OF ASPHALT STA: 0+60 2.38" CENTER UNE ANGLE POINT EXISTING FENCE TO BE TERMINATED 10—FT OUTSIDE OF DRIVEWAY EASEMENT (BOTH SIDES) 2' SHOULDER R- X X X EXISTING TELEPHONE PEDESTAL ASSUMED HIGHWAY R. W 35' OFFSET FROM CENTER EDGE OF EXISTING PAVEMENT ... ..... V 2.0' Shoulder 5% Slope 4 VARIES IVARIES 2.0 71'unsition Cross Slope toMatch Highway 6 24 2% slope S% Slope Shoulder et 5% Slope I-1 1-1 119 I I±1 I=E1F-11 ISPNG POWER POLE 20.0" 10:1 TAPER 20.0. ti 10:1 TAPER SAW CUT x 6" Class 6, compacted XEllE I a. ni=n1-111-I HS" Huai 111=111=17- 4" HAM placed in tWo 2"lifts 6" Class 6, compacted ABC placed in two 3"lifts Sub Base Class 3, Compaction to comply with COOT Sea 203 08 Standard Specifications DRIVEWAY SECTION AT HIGHWAY INTERSECTION NOT TO SCALE LOT 4 x MATCH EXISTNG EDGE OF PAVEMENT • • - x X .... _ . EDGE OF EXISTING PAVEMENT HIGHWAY 6 Sr 24 PROPERTY BOUNDARY siCiircamisani•tainsiiinisiti-to-ii-araninutautzstristrisominsinu•ais X •111•1111111111 111111111111111111111 GRAPHIC SCALE LA ( IN FEET I 1 Inch - 10 IL Not for Construction 11/12/08 This This Drawing Nal Valid Unless Latest Revision Initials Are Handmilten OrIpinel Drawing Preparation COLORADO . WE P? I \ r , ENRINERRIN6 ........". PO Box 1901 Rine. CO 01550 Tel 970.626-4033 Fax 970 525-4554 PEREGRINE 08 INVESTMENTS, INC. do Donald Zelglat PO Box 2810 Glenwood SprIngs, C081602 SHEET 1TRE INTERSECTION LAYOUT SHEETED. we 4 R..., A No Descrlpgon BY Date Approved Date GD Date A Drawn TT? ?VG? Checked lik Approved A Client Approved PROJECT 712- Ziegler Exemption FILE Inane Gown wwwwwww.ww.oasiONAnu * LOT 1 4+00 3+00 LOT 4 2+00 EXISTING CENTERLINE ELEVATION PROPOSED CENTERLINE ELEVATION 1+00 0+00 M ELEV 500 GRAVEL DRI' AY k TURNARO I I ROSIN FILTER LOG 12° 050 RIPRAP 40' JOINT DRIVEWAY, UTILITY AND DRAINAGE EASEMENT ASPHALT INTERSECTION SILT FENCE 16' GRAVEL JOINT DRIVEWAY WTH 2' SHOULDERS INV -5385.7 Tori — m7n 13n — l30 4— 13n 30 — .39 1311 LOW POINT EL -5357.26 PROPOSED UNDERGROUND UT1UTIES INV=5386. END OF PAVEMENT STA: 0+60 EXISTING TELEPHONE PEDESTAL LOT 3 EXISTING CULVERT AND FIELD ROAD TO DE REMOVED 06 0 mp $0579 y; Z zIONa Construction s TE WATER MAIN hr es 11/11/08 Tide Drawing NM Valid UnlDee latest Revision Inliale Ara Handwtinen Original DmNs° Preparation L. . —�- - . axEai,uo. wa Porkk]Q No Oescdpllon . _ LO POINT ELEV = 538826 LO POINT STA =.1+88.57_ PM STA = 1+40 PVI STA = 0+75 PN ELEV =40.82 A.P. a -4.00 K a 10.00 _ _ _ _ 5404 5402 By 50.0O' VC . a PVI PM t°2' N STA = 4+39.72 ELEV = 5391.88 A.D. = 2.25 K = 2222 a �. .- "� .- '+' ✓� - .M 100.00' - PN ELEV m 5386,92 - - K = 11.43 VC 5400 5396 5398 5394 5392 VC PVI STA = 3+41.25 PN ELEV = 5388.93 A.D. 2.00 H =50.00 .�.� 40.00' —0- m a' aWi 80.00' VC OJSR Wy dl m J �, ET ci, e . Client Approved .$ ^. F., PROP�SEO GRADE yl �'I 2.... I? Y m 6 .0X �. - FILE M.aeM rmpmmRrzm4•Fd owcesoxaa 6'0X 0\ 1.OR y./////- 5390 5398 5386 5384 5382 5390 5378 5376 DATE . - - PROPOSED ,PRIVATE . WATER MAIN CROSSING . EXISTING GRADE 18° ADS N-12 x' 50' 01:0R' ' . 2 u,in 43 W MI $� n�- CI i n wa n a, 53 LOT 1 4+00 3+00 LOT 4 2+00 EXISTING CENTERLINE ELEVATION PROPOSED CENTERLINE ELEVATION 1+00 0+00 M ELEV 500 GRAVEL DRI' AY k TURNARO I I ROSIN FILTER LOG 12° 050 RIPRAP 40' JOINT DRIVEWAY, UTILITY AND DRAINAGE EASEMENT ASPHALT INTERSECTION SILT FENCE 16' GRAVEL JOINT DRIVEWAY WTH 2' SHOULDERS INV -5385.7 Tori — m7n 13n — l30 4— 13n 30 — .39 1311 LOW POINT EL -5357.26 PROPOSED UNDERGROUND UT1UTIES INV=5386. END OF PAVEMENT STA: 0+60 EXISTING TELEPHONE PEDESTAL LOT 3 EXISTING CULVERT AND FIELD ROAD TO DE REMOVED 06 0 mp $0579 y; Z zIONa Construction s TE WATER MAIN hr es 11/11/08 Tide Drawing NM Valid UnlDee latest Revision Inliale Ara Handwtinen Original DmNs° Preparation jj l C�L®1' D �J E9 Iv r r� r� �� E N 6 I N H H R I N G ,a=aa.0^^,” PO Box 1301 RIga. CO 81650 Tel 970 8261933 Fax 9755254584 cu[ n PEREGRINE 08 INVESTMENTS, INC. do Oo ale Zeigler PG Box 2010 Glenwood 6pdnge, CD Bib@ sv[aTnne p PLAN & PROFILE axEai,uo. wa Porkk]Q No Oescdpllon By Wk Apprwetl Dale By pate Drew, 49'! Ti'?? Checked APIXcved Client Approved PROJECT 712-Ziegler Exemption FILE M.aeM rmpmmRrzm4•Fd owcesoxaa 4 .50.00' VC —v- • 5404 5402 _ - _ — — - - 0.75R _ - _ _ _ _ .._. E%IS➢NC GRADE' PROPOSED GRADE n m PVI PN o w STA 4+3972 ELEV = 5391.88 A0 -2.25 H -2222 n 5400 5396 - $ 5396 PROPOSED �- w y- .m V. m' ' 5394 ��---of%ISTINC GRADE PRIVATE WATER MAIN -- 0.75% - - 5392 CRAOE _ 3.0,4 5390 5388 5386 . . ... _ \ 5384 Y 5382 - 5380 5378 5376 in r min mg n n in n min n n '^in mh ox, DATUM ELSE 5375.00 y 10+00 EASEMENT LINE 1 I 1 1 9+00 8+00 7+00 6+00 5+00 4+00 I I.. LOT 1 2 / 12nO 1 - La. Ix 1 LOT 1 .e 42' R j . ` 1 MARSH AREA MAY REQUIRE REVIEW WITH 1 ENGINEER ASUBCCITFTER EXPOSED �-_EASEMENT LINE y'a96 1 �- ___ EROSION FILTER LOG ii_ illilk _. ,..�--.gig.' --_ -___ \ z r--_ ��. 5395 - 9 llak --- _ GRAPHIC SCALE � _ m o ®L ----" �L...�-_ E' W FEET ),p I �- '�"� .ae 5394 PRIVATE WATER MAIN I �� I - �� '��— ,' +'�. i ' —_ _---".-'---_ — �$Uflateb. 1 goon = rt � sass _—�_?-165 .a .mai-. /T\ k1 Ie' EASEMENT - bNE 20' LOT 2 EI - � I 559J 3n ane 13 s, ! 'I -\130 _e I r .. /lr GRAVEL JOINT DRIVE q © _ 1117 / LOT 3 �1 �''1� \ {I�/�/� '-Q 1� a► x//l���l '1. � '}11 ; i 0 • .4-011‘�fi �, r. - - i '.. / it ik e Not for Constrt ' en 1/11/08 This OlaMng Not Valid Unless Lelesl ReeIoIso 1Nh Is Are Handwati n Original OraMng Preparation co cowry PEREGRINEGE INVESTMENTS, INC. eI�ETnnE axeET NO. ore Na Description 0y Dab Appeared _pate By Date COL®$kDO d Zeigler — Drawn 9TT 77-41 ��99 P%CO 101 reme,co51a093 PO Box 2810 PLAN & PROFILE A Gnecxea G fp aenvmoas SpringsC0 BM f/V+ Approved _I j Fax wo-essnsen Chant Approved ENGINEERING M.EcrMN.•nu FILE VmNmaNrs4eoInMxgnESIGRMq «...............,«..,...._«.«...,.,.......«.........,.....,..,..a.,A,...,«�.�_..�... „c•m712- Ziegler Exemption Rey.. z, NOT LESS THAN /J\ \t X REFERANCE SEE PLAN FOR CORRECT SIGN Breakaway Uwigchannel w Hep. Both sodium el Uchennel lc have a minimum strength of2IML Safety splice supped Syrian or equal. 4" overlap y min bury depth TRAFFIC SIGN DETAILS (NOT TO SCALE) OMmosfone &sign and NIW Won maybes muted from that shown hash ea king as they meet dexlgm guteNnes of the MUM] TYPICAL SIGN PLACEMENT 9 NOT TB SCALE SILT FABRIC STAPLED TO SILT FENCE FABRIC ANCHORED IN TRENCH AND ATTACHED FIRMLY TO POST POST (2' X Y NOMINAL) x®58 POSTS �N . 42" MN. COMPACTED SACNEILL 'DR N' TRENCH 04. O9 SILT FENCE SILT FENCE FABRIC ANCHORED IN TRENCH AND FIRMLY ATTACHED TO POST B' x E' TRENCH CROSS SECTION SF OUTLET SEDIMENT TRAP IO. DITCH FLOWLINE FLOW REMOVE ACCUMULATED SEDIMENT AI �� EROSION LOG STAKED / INTOSLOPE I PLAN VIEV STAKES APPROXIMATLEY SO' To EACH OTHER NOTE REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES ONE HALF OF PROTECTION FEATURE HEIGHT. INSPECTION SHALL BE PERFORMED CONTINUOUSLY OSWALE EROSION FILTER LOG PLACEMENT 9 NOT TO SCALE BACK FILL MATERIAL (COMPACT SOIL TO PREVENT PIPING) O9 ®;VMS AND A(E EROSION STATE (2" X2" NOMINAL) FLOW POINT TO TIE IN ADDITIONAL INLET PROTECTION SEE ADDITIONAL DETAILS FOR INLET PROTECTION - IN THIS LOCATION nm, EXCAVATE THE TRENCH. WEDGE LOOSE STRAW BETWEEN BALES Q BALES MUST BE TIGHTLY ABUTTING WITH NO OAPS 4 STAKED AND ENTRENCHED EROSION BALE TWINEJWIRE FILTERED RUNOFF MIN. EROSION BALE TRENCHING AND STAKING (TYP) BALE WIDTH FLOW m's EROSION LOG STAKED INTO FILL SLOPE PLAN VIEW NOTE 0 REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES ONE HALF OF PROTECTION FEATURE HEIGHT. INSPECTION SHALL BE PERFORMED CONTINUOUSLY STAKES APPROXIMATLEY DO° TO EACH OTHER NOT TO SCALE Pima H grout prep on ground channel unto bpcif pipe elevation. Flared culvert end 12" 050 rlp,ap 1.3'Nlcimaee. Send minimum 1P beyond wilful on channel botmm end aides. Filler Fabda, MImn N-lEO cram*.. M4' Screened rod50" Thick TYPICAL CULVERT OUTFALL & RIPRAP DETAIL 9 .e., Place ripmp on sides A Gunnel up to tap of pipe elevator. Extend minimum 10. peel ougell. 1T D50 dp ap 1.3' Ihldmess. inland minimum 10' beyond ougell on channel holtom and sides. KEYED INTO FILL SLOPE TOE OF FILL EROSION BALES RUNOF CULVERT O9 0 WOOD STAKES (2" x r MINIMUM) EROSION BALES ARE TO BE ENTRENCHED 4 INCHES INTO THE SOIL, TIGHTLY ABUTTING WITH NO GAPS, STAKED AND BACK FILLED AROUND THE ENTIRE OUTSIDE PERIMETER. PLAN VIEW CULVERT EROSION BALE INLET PROTECTION SEDIMENT REMOVAL SHALL BE PERFORMED CONTINUOUSLY FOR PROPER FUNCTION. Select mate/al, or Class e ABC in roadway crossings, 96% aid denaay Ye ea e" ADS culveilWalernght Join's. See plan sizes end grades. a' Mn Pea gravel bedding or Clams S ABC ED CULVERT PIPE TRENCH EDO amend onnW and Nan CULVERT FLOW W4' Screened look, 0"Thick Filter Fabdo, Mlrafi N-100 or AV. TYPICAL CULVERT OUTFALL AND RIPRA h Not for Construction 11 / 11 /08 This Drawing Not Valhi Unless Latest Revision Initial Ne Handwritten Odpinal Drawing Preparation C t.�s E� ��� D,O �T�(I1 �.> 8�l ENUINEEKING Pe,COB155 Rile, 61650 Tel 9]0625.4033 Fax 970626-0584 nu COT PEREGRINE OEINV Colder TS, LLC "hDonald ountyRlaiat 0052 County Rd 227 RIfe, C061650 SHEET TITLE EROSION CONTROL DETAILS No. Deandvtinn EU Data Approved Dale By Dam Dawn 11Q -OB RA. Checked CM Approved CPam APPLE.'" PROJECT FIE Mame Projects RA712.ZhadMraopmk.a SHEETRn. OP 14 9