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Grading and Driveway Plans
0 GRADING AND DRIVEWAY PLANS FOR 0 0 \ \ \ \ 1 2 h \ a 0 ,...._, LOT 2) GA STATE --)AIRCEL NUMHE IBU!RY SITUATED -if RANCII IN - ELD COUNTY •T C 1•)1!AD : 2393-31--40--0104 EROSION CONTROL NOTES: GENERAL GRADING NOTES 1. GRADING ACTIVITIES SHALL BE CONDUCTED IN CONFORMANCE WITH APPLICABLE GARFIELD COUNTY STANDARDS. 2. EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN CONFORMANCE WITH APPLICABLE, GARFIELD COUNTY STANDARDS. 3. REFER TO THE GRADING AND EROSION CONTROL PLAN FOR SURFACE RESTORATION REQUIREMENTS. 4. EROSION CONTROL MATS SHALL BE PLACED ON ALL SLOPES STEEPER THAN 2:1. REVEGETATION NOTES: eit' - .. o _ o r- ...... .., -1, ,. ,ifik ?t, .,3 1‘. • 21 5 1. THE GROUND SURFACE SHALL BE PREPARED TO RECEIVE FILL BY REMOVING VEGETATION, TOP SOIL AND OTHER UNSUITABLE MATERIALS, AND SCARIFYING THE GROUND TO PROVIDE A BOND WITH THE FILL MATERIAL. 2.FILL MATERIAL SHALL NOT NOT INCLUDE ORGANICS, FROZEN OF OTHER DELETERIOUS MATERIAL. NO ROCKS OR SIMILAR IRREDUCIBLE MATERIAL GREATER THAN 12 INCHES IN ANY DIMENSION SHALL BE INCLUDED IN THE FILL S' MATERIAL. 3. ALL FILL AREAS SHALL BE COMPACTED TO 90 PERCENT OF MAXIMUM DENSITY, IN LIFTS NOT EXCEEDING 12 INCHES, IN ACCORDANCE WITH A GEOTECHNICAL ENGINEER'S RECOMMENDATION. 4. THE PROPOSED RESIDENTIAL DRIVEWAY SHALL HAVE A STANDARD WIDTH OF 16 FEET AND SHALL HAVE A TOP 1. TOTAL DISTURBED AREA OF 205,735 S.F. SHALL BE STABILIZED, REVEGETATED AND SEEDED IN ACCORDANCE WITH GARFIELD COUNTY STANDARDS. 2. APPROXIMATE GROSS CUT (INCLUDING TOP SOIL STRIPPING): 4000 CUBIC YARDS APPROXIMATE GROSS FILL (INCLUDING BASE AND BEDDING): 1500 CUBIC YARDSGO. 3. ALL SEED MUST BE CERTIFIED WEED FREE. NO SEED CAN CONTAIN ANY SPECIES ON THE COUNTY OR STATE NOXIOUS WEED LISTS. - NI1. \1!..:3 lt. SURFACE OF C.D.O.T. CLASS 6 AGGREGATE BASE COURSE (ABC) 6 INCHES DEEP OVER A STABILIZED SUBGRADE REVIEWED BY THE GEOTECHNICAL ENGINEER. 5 ALL SLOPES STEEPER THAN 2:1 SHALL BE TREATED WITH SEED AND MULCH AND EROSION CONTROL BLANKET NORTH AMERICAN GREEN SC150 OR EQUIVALENT. 6 EROSION CONTROL BALES OR SILT FENCE SHALL BE PLACED AT THE TOE AND DRAINAGE OUTFALL POINTS OF ALL SLOPES DISTURBED SLOPES 2:1 OR STEEPER TO PREVENT SILTATION. REFER TO GRADING AND EROSION CONTROL PLAN FOR DETAIL AND LOCATION OF EROSION CONTROL MEASURES. 4. PURITY TAGS MUST BE SUBMITTED TO THE COUNTY VEGETATION MANAGER ID REQUESTED. . 82 "111110 1°1 7. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, COUNTY AND STATE REGULATIONS PERTAINING TO SHORING, 5. A VIABLE SEEDBED MUST BE PREPARED BY EITHER DISKING OR HAND RAKING. RI 6. A SEED DLL SHOULD BE USED ON SLOPES THAT ARE LESS THAN 2:1, AND THE DRILL TUBE SPACING SHOULD BE 6-7 INCHES. IF A SEED DRILL IS NOT USED ON SLOPES LESS THAN 2:1, THE AREA MUST BE HARROWED AFTER SEEDING TO INCORPORATE SEED INTO THE SOIL. 7. SEEDING RATE: IF A SEED DRILL IS USED, 6-10 PLS/ACRE. OTHERWISE, 8-12 PLS/ACRE. 8. ON SLOPES THAT ARE GREATER THAN 2: 1 WHERE DRILLING THE SEED IS NOT PRACTICAL, HAND RAKING IS REQUIRED TO INCORPORATE THE SEED INTO THE SOIL. 9. THE SITE MUST BE MULCHED WITH WEED -FREE MULCH AFTER PLANTING. MULCH SHOULD BE APPLIED AT THE RATE OF 2 TONS PER ACRE. 10.A PLANTAGO -BASED TACKIFIER OR SIMILAR, APPROVED PRODUCT MUST BE APPLIED ON ALL MULCH AT THE RATE OF 150 LBS. PER ACRE TO PREVENT WIND FROM BLOWING STRAW OFF THE REVEGETATED AREAS. 11. IF AREA TO BE REVEGETATED IS CURRENTLY DOMINATED BY PASTURE GRASSES A DRY OR IRRIGATED PASTURE MIX AVAILABLE AT PLACES SUCH AS THE CARBONDALE CO-OP IS ACCEPTABLE. 111: :at q t -r' ta 109 s) .„4. Ayer? Ger) Club : ::1-1'‘-11--, 11 Mill GRADING, TRAFFIC CONTROL, NOISE CONTROL. DUST CONTROL AND EROSION CONTROL. 8. NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED WHEREVER POSSIBLE. EXPOSURE OF SOIL TO EROSION BY REMOVAL OR DISTURBANCE OF VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 9. ALL DISTURBED AREAS SHALL RE -SEEDED, MULCHED OR SODDED AS PER GARFIELD COUNTY CRITERIA. 1 0. TOPSOIL SHALL BE STOCKPILED TO THE EXTENT PRACTICABLE ON THE SITE FOR USE ON AREAS TO BE REVEGETATED. ANY AND ALL STOCKPILES SHALL BE LOCATED AND PROTECTED FROM EROSIVE ELEMENTS, INCLUDING EROSION CONTROL AROUND THE PERIMETER OF SAD STOCKPILES. 11. AT ALL TIMES, THE PROPERTY SHALL BE MAINTAINED AND/OR WATERED TO PREVENT WIND -CAUSED EROSION, EARTHWORK OPERATIONS SHALL BE DISCONTINUED WHEN FUGITIVE DUST SIGNIFICANTLY IMPACTS ADJACENT PROPERTY. IF EARTHWORK IS COMPLETE OR DISCONTINUED AND DUST FROM THE SITE CONTINUES TO CREATE PROBLEMS, THE OWNER/DEVELOPER SHALL IMMEDIATELY INSTITUTE MITIGATIVE MEASURES AND SHALL CORRECT DAMAGE TO ADJACENT PROPERTIES. 12. ALL EXISTING UTILITY LINE LOCATIONS MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 12. SUBSTITUTIONS TO THE RECOMMENDED NATIVE SEED MIX MUST BE APPROVED BY VEGETATION MANAGEMENT 13. THE CONTRACTOR SHALL PROVIDE SOIL CLASSIFICATION AND GRADATION REPORTS FOR EARTHEN IMPORT PRIOR TO INSTALLATION. VICINITY MAP MATERIALS TO THE OWNER FOR REVIEW AND APPROVAL, PRIOR TO TRANSPORTING FILL MATERIAL TO THE SITE. SCALE. V' =800' 14. THE OWNER SHALL ARRANGE FOR THE INSTALLATION APPROPRIATE SAFETY MEASURES AT THE DRIVEWAY CULVERT CROSSING PRIOR TO COMPLETION OF CONSTRUCTION. CULVERT NOTES: 15. EXISTING CONDITIONS SURVEY DATA OBTAINED FROM THE "IMPROVEMENT AND TOPOGRAPHIC SURVEY, LOT 2 1. PROPOSED DRIVE CULVERTS SHALL BE A MINIMUM OF 15" IN DIAMETER OR AS NOTED. BURRY RANCH" BY HIGH COUNTRY ENGINEERING INC. DATED: 11/18/19. 2. CORRUGATED STEEL PIPE CULVERTS SHALL HAVE A MINIMUM COVER DEPTH OF 12 INCHES AND SHALL 16. DRIVEWAY PULLOUTS SHALL BE PROVIDED EVERY 400' ALONG THE ALIGNMENT. PULLOUTS SHALL BE A SUPPORT A.A.S.H.T.O. HS -20 VEHICLE LOADING. MINIMUM 50' LONG AND 10' WIDE AND TAPER ON EITHER END BACK TO THE DRIVEWAY. 3. CORRUGATED STEEL PIPE CULVERTS SHALL CONFORM TO THE REQUIREMENTS OF A.A.S.H.T.O. M36. 4. ALL CORRUGATED CULVERTS SEGMENTS SHALL BE JOINED TOGETHER USING WATERTIGHT COUPLING BANDS AND GASKETS, IN ACCORDANCE WITH MANUFACTURES INSTALLATION GUIDELINES. RECOMMENDED NON -IRRIGATED NATIVE SEED MIX: 6. THE GALVANIZED STEEL FLARED END SECTIONS (FES) SHALL BE MANUFACTURED IN ACCORDANCE WITH AASHTO M36 STANDARDS, AND SHALL BE JOINED TO THE CULVERT WITH A TYPE 2 CONNECTOR. L SHEET COMMON NAME SCIENTIFIC NAME PERCENT OF MIX WESTERN WHEATGRASS PASCOPYRUM SMITHII 25 BLUEBUNCH WHEATGRASS ELYMUS TRACHYCAULUS PSEUDOREGNERIA SPICATA 25 INDEX SLENDER WHEATGRASS 10 ("SECAR" VARIETY) 7. BEDDING MATERIAL SHALL CONSIST OF 3 INCHES OF CDOT CLASS 6 AGGREGATE BASE COURSE (ABC) OR GREEN NEEDLEGRASS NASSELLA VIRIDULA 15 SELECT ON-SITE MATERIAL. REFER TO DETAIL ON SHEET C4. BLUE GRAMA BOUTELOUA GRACILIS 15 SI -1 ET NUMBER TITLE NDIAN RICEGRASS ACHNATHERUM HYMENOIDES 10 8. TRENCH HAUNCHING AND BACKFILL MATERIAL SHALL CONSIST OF SUITABLE FILL MATERIAL PER Cl -01 TITLE SHEET MANUFACTURER'S SPECIFICATIONS, AND COMPACTED TO 95 PERCENT MODIFIED PROCTOR DENSITY. TI 'LAN 9. ADEQUATE TEMPORARY COVER SHALL BE PLACED ABOVE THE CULVERTS DURING CONSTRUCTION TO PREVENT 02 GR -01 GRADING -I- EROSION O\ TO DATUM AND BENCH MARK: ' DAMAGE. 03 PP -01 DRIVEWAY "P-02 ' LAN AN ' OFILE ACCORDING TO THE "IMPROVEMENT AND TOPOGRAPHIC SURVEY, LOT 2 BURRY RANCH" BY HIGH COUNTRY 'OFILE "ELEVATIONS 10. CULVERTS SHALL BE PLACED AT ALL LOW POINTS AND DITCH CROSSINGS AND APPROXIMATELY EVERY 1000' 04 FEET ALONG THE DRIVE. C5 D IVEWAY PP -03 - DRIVEWAY ' AN AN -IONS AN AN "OFILE ENGINEERING INC. DATED: 11/18/19: ARE BASED ON A NAVD88 YIELDING AN ON-SITE ELEVATION OF 6075.20 ON A #5 REBAR AND CAP, L.S. 19598" 11. OPEN IRRIGATION DITCH CROSSINGS ARE TO BE VERIFIED BY PROPERTY OWNER AS TO WHETHER THEY ARE TO 06 XS -01 CROSS SEC REMAIN ACTIVE. ROAD GRADE MAY NEED TO BE MODIFIED TO MAINTAIN 1' OF COVER OVER HPE. ROAD GRADE CHANGES TO BE VERIFIED WITH OWNER. 07 XS -02 CROSS SECTIONS C8 XS -03 CROSS SEC -IONS 12. EXISTING PIPED IRRIGATION DITCH MUST MAINTAIN A MINIMUM OF 1' OF COVER OVER HPE. AO C9 DT -01 STANDARD DETA I UNCC , C ALL BEFORE LS 6 1 1- 0 /7 6 0 0 1-800-922-1987 co Li/N ., _0T 2 BURRY RANCH \2201008. Utility Notification Center Colorado 4, i 4. H GH COUNTRY ENGINEERING, INC. ENGINEER'S CERTIFICATION of Administrative Office 303-232-1991 12600 W. Colfax Ave., Suite B-310 Lakewood, Co 80215 CALL 2 -BUSINESS DAYS IN ADVANCE <! .1‘ .." CONSULTING ENGINEERS AND SURVEYORS 1517 BLAKE AVENUE, STE 10 GLENWOOD SPINGS, COLORADO 81601 PREPARED UNDER MY SUPERVISION ROGER D. NEAL, P.E. COLORADO NO. 29975 BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 4MP; PH: (970) 945-8676 iN ft\ E -E. FAX: (970) 945 2555 FOR AND ON BEHALF OF HIGH COUNTRY ENGINEERING, INC. - o/�• �� 1( \ --._../ / / /� /..-- /i / / / / / / / / r0// / / / 7 ( /'� ) r J --.7 / / / �� � /� —/ \ J „— / / / \ \ c --� i f ) /� / / 1 I \� l� C Jjl� �j/,, ___,/ J 1 ✓ A / < — G , - `(�\_ J �/ ///V G ('c> Z) //-/V 7 — - - ,/ , // \,/ //// /�i / i / / /—/,/ g / / ( <r)//////g0 J / // / / ) / / / / / /// // \\� /r j/// / / //7 // / </ /x\ \ /\ / / / i I ,-/~ // / / / IJ1 1 I _ O / / / / / // / / // // \D o / / J / // / / / // // //// / / / // / / / /// / / //_ i ///�/� - —J / / 1 1 -ACE -FT POND LI\ED WIT CLAY V BY OW\E OVERFLOW SHALL BE 18" VEST CAL DROP SEND AND SHALL BE NO DEEPEN THA\ 4' S..FACE TO I\VET. TRE\CH SHALL BE TO PEVE\T SEEPAGE. TOP OF PIPE S ALL DOVE GATE. PEfiEABLE LI\E D >E WITH 90 DEGREE BELOW WATER BACKFILLED WITH CLAY AVE PROTECT VE r I \--_1 / N ( �J--- c-/ • s i i / s' / / / / / / I / / � l r L A� \ / L7 / \ • J ) ( I L f ) � 1 /> ( / % \ >> 1 / PROPOSE 4 BEDROQM RESIDENCE PROPOSED FF( 5996.5 I I> 1 / / — /— 1 N. N \ \ —�. \ \\ 1, �� \ \ \ N � l \ N ) \ \ y_.) N 7 N \ \ \ \ 1� 1 \ `( N 1 N 1 \_VN/1 7 - r C 1 ) cl 1 2 r7- / \ / f —/ / —.111111 PROPOSED 2 BEDROOM BARN ADU PROPOSED FE 5897.5 – vt DISTURBA\CE LOTS 194,100 SF I / ,') N / / / J � / 5997 j ' '\----;I /– 5996 ? I( CN J 1 2 TO 3 OR FLATTER / / L r \ L A 7 — I 0 20' 40' LEGEND PROPERTY BOUNDARY EXISTING DRIVEWAY PROPOSED GRAVEL EXISTING CONTOUR PROPOSED CONTOUR PROPOSED FINISHED GRADE PROPOSED FINISHED SLOPE SEDIMENT CONTROL FENCE STRAW BALES SURFACE ROUGHENING MULCHING SEEDING VEHICLE TRAFFIC CONTROL SCF 6400 (6400) X 6400.00 2.0% SF SCF 2 TO 3 OR FLATTER STABILIZED SUBGRADE TO BE REVIEWED BY GEOTECHNICAL ENGINEER ADDITIONAL SUBBASE MAY BE NEEDED 6" CLASS 6 AGGREGATE BASE COURSE COMPACTED TO 95% STANDARD PROCTOR NOTE: CUT BANKS AND FILL SLOPES CAN VARY. TYPCIAL SLOPES ARE 3:1 CUT OR FILL MAX. SLOPE 2:1 IF NECESSARY TO AVOID EXCESS CUT OR FILL SLOPES OR TO PROTECT VEGETATION TY D CAL COAD SECTION N.T.S. 74 O O \- UTILITY TRENCH (IF NEEDED) NOTE: STRIP ALL TOPSOIL, SCARIFY AND RECOMPACT SUBGRADE TO A MINIMUM DEPTH OF 8" TO 95% STANDARD PROCTOR COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado NO. DATE REVISION BY U] w 0 O N II W J t J U U) V in Z _�-� _0 0 O) W Wno 00o L1z;o; ,.- o 0 wu a ou' Z ZWZ� W Ln ao", I~ m 8 Z 0 Z 0 T O. T 2 W �� O 0 Z itt wUW;o zzu�J ,x kohwoL<U) z0 U°"1 DU 2-<Z 05 Z IX 0 w< 0 (D z LL v - W Oct U ") V W 0 PROJECT NO. 2201008.00 C2 EX — r \ L ~ \ —\ \1�=`\ \— L \ / �A- c \ \ \� `', \ ��� \ \\ \ \ \ \\ \ L — - � \\ 1 \ s"."- —� —L \ \ v � \ \ \ \ \ — '' \ — G =_ \\�� \\ )\1\\\ \ ti - \� ls'\ ,c- 5 / r--7 •,,, c/ _ ----\ ✓\ _\ C.o — •-- � \\�� -----7."= = \�\� 1111 1 1 \ \ �— ooo �-, _r r <- �f \C r L � —�/ 5 \ 1 t_rJ •1 �\ \ s 4 / t /— i' t ) ,/Gii�G.�\\��� t L \ ✓` \ C n :-..,1.1.-____\-,..,,,,,_,_.,___---Z..._---_- �� �� `�.� ��\�� i \ \ 1 �1\ \ ,...,:s\ Ali. <� ��, �\ ( \` -,Illi iii \s ""�_ \ 11 ` - I. \ \ \ \ \ \ N'�'''*/ CO 40 .�f Cf, Y `� C — lti �\ \ /' •• N. N` N Z �( \ \1\ �✓ _41, \ rl� �J ,••••••� J t ,, \ - o \ r ,- '—,_-. \� 1 L ti , tom.\ 1 1 .?� `� `��17 `1\,� • �) `~ c\ l r ✓ 771 v \ 5 N N. N / 0 1 4 7- ���t <; 1 \J\/ ,r l' --' 5 11* a, /V L,� -;1-° N N \ -,,:s'� rte. • k,,, ..,...- :: ---±__--___,---'- Z v `L_ 11 �\ ��^ 4J� �'q \ \ Sal �\ \\ v \"'— ▪ - \� \ n \�` —1..L'\ �- ��—� v N -� `� 'N ",v ~2 \N. \ ( ''�� �\ tf ^\ \ I—`ice✓\�_ L J? \ ▪ J\^ / \ ��-1—^ %N -..\ vim_ ▪ ) Lam/ ✓ vim- _r _� '_ ` �`1 ✓ ` ✓ ^ — — S—< \Ts, :// rs CURVE TABLE CURVE RADIUS DELTA LENGTH TANGENT CHORD BEARING CHORD 99.67' N34°40'35.78"W L3 96.74' N17.58'38.07"W L4 132.49' N24°11'25.19"W L5 357.10' N38°10'03.60"W LINE TABLE LINE LENGTH BEARING L1 191.20' N62°36'53.02"W L2 99.67' N34°40'35.78"W L3 96.74' N17.58'38.07"W L4 132.49' N24°11'25.19"W L5 357.10' N38°10'03.60"W \\\— S �, — \ \— cry d- \ \ f L + \���� ���_ r /,0s L` �-�� '�14�' \ ft �� +/�`It l�J�> tel\^ Jr- V- --\ °' \ d� '9 N. vl 1 — —11111J11 i C4 00 64 o 20' 40' N -7 or es 6s. co LLJ ---- '--. ----T-7--: :N. ,,, ---\ 2. ..,..:, N.,,,.. .._.... _____ „_,..—_, ...., __.... ___ ,.._..,,.---- ____ , ...... , , _...... , , , s__., -_______ 7_7: --,.„:2:6060 9+00 11+00 .117 471:3 r 1:17-17 ="": • / Tit \\\ - 11//l -7r:: A 2: - 6180 6170 6160 6150 6140 6130 6120 6110 6100 6090 6080 6070 6060 6050 6040 6030 6020 6010 6000 5990 5980 d oci co 06 CD tri cn cci 0 LLJ to cd 0 u -i to ai P VI STA: 3+65.90 ELEV: 6054.72 K: 18.32 LVC: 150.00 LOW PT STA: PROPOSED STING EL 4+12.41 5055.67 GRADE © CL CL 0 u -i co 0 0 co 1.56% rPROPOSED EL CL co 0 co VI ELEV: 6058.3 K: 31.02 LVC: 80.00 6 HIGH PT STA: 6+08.25 HIGH PT EL: 6058.12 co 0 cci co co Lu co co PVI STA: 7+84.37 PVI ELEV: 6056.48 K: 66.05 LVC: 80.00 co co o to co to oo UJ co co —2.23% co 1-5 cNi co co —1 35% co cNi 0 to 0 VI STA: 11+49.23 VI ELEV: 6050.15 K: 34.06 LVC: 80.00 LOW PT STA: 11+55.14 LOW PT EL: 6050.38 co d co to 00 LLI 0 0 co 6180 6170 6160 6150 6140 6130 6120 6110 6100 6090 6080 6070 6060 6050 6040 6030 6020 6010 6000 5990 5980 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado NO. DATE REVISION BY (5) o CO >. ce 0 z • LL LU Qb o. Lu op ict c) • o N N Z 0 O. cn 2 Wk 0Z5 Z CC CV d5 01 act 4" PROJECT NO. 2201008.00 STA: 1 z PVI S1 A: 16+( 30.32 r r r r C / A /(0 r/�C) � O ( (4J �tiri / 0 1 \ 7 0 -7 1 r7 4 -_,- /51-� rr) -- r N N 5. I\ 'V '` ----1 a 6. a �: l' 4 ���-_ ^ice/)0 ,�.-/---,- ``-�i -L` - F n -- \O \1\\\\ \ \\ \\\ \\\\ N \ \\\\\\\\ \\\\\' 1. \\ \\\\\\\ \` �\\\ / \ \1;\\\(1\\\:\\:1- l\\\\I��\\ \\\� (. 111 /((l\\\\\\\N\ \� N. \l \\\ \\\\ \ ( \\ \\\ \\\\ \- \ / �� \ \\\\ \\ \ \\ \\ \ `' \ \\ �\ \\ \\\ \\ .\ \,�--� i-~--\ J` r \ \ 6 45 4+00 L7 15+ /nom/ -`- ✓/ice "-s-- �-7 - r 1 �r ��'6055 -�\-i/ ��" / 1/// ��ti /� XIV• ♦1���r1���� SCO• 1 / -/ ---v / .� 's; •••••`,024,0v��� - ` ' '.: •e•, Ate.• . - ,.-**;,..„•,.. *- \ / �•- v ��,'v ��.�'O ` L' --'-- . \ 6Jam•.,. -. -•� _ •.•. - - - - -\1�_� - :;' 8 .1. . ' • V / 30 G \ CURVE TABLE CURVE RADIUS DELTA LENGTH TANGENT CHORD BEARING CHORD C6 100.00' 109°02'41" 190.32' 140.31' N89°38'04.19"W 162.87' C7 160.00' 12°29'21" 34.88' 17.51' S29°35'55.13"W 34.81' LINE TABLE LINE LENGTH BEARING L6 122.74' N32°57'15.66"W L7 163.34' N32°09'23.55"W L8 339.06' N35°06'43.83"W L9 168.02' S35°50'35.46"W L10 468.06' S23°21'14.80"W _Vi--- ti-' 0 1 n )/ \ �: / - N •▪ \ L1 N \ ~ N r n / I\ / 1 r r /,. n \ - \ C / -30 ---- ) _z --- -------- \-.„..7 :-..- 11 ... 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PVI ELEV: 6002. K: 15.18 LVC: 1.61(30 O O O O N 0 0 CO 6090 6080 6070 6060 6050 6040 6030 6020 6010 6000 5990 5980 5970 5960 5950 5940 N H 0 0 O 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 24+00 25+00 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado NO. DATE REVISION BY (5) o CO >. ce 0 11) co z LL LU o. ict c) o LU Z 0 O. cn 0 IX PROJECT NO. 2201008.00 PVI STA: CURVE TABLE CURVE RADIUS DELTA LENGTH TANGENT CHORD BEARING CHORD C8 300.00' 9°02'09" 47.31' 23.71' S18°50'10.09"W 47.26' C9 100.00' 67°31'04" 117.84' 66.84' S48°04'37.37"W 111.14' LINE TABLE LINE LENGTH BEARING L10 468.06' S2321'14.80"W L11 189.68' S14°19'05.38"W L12 237.70' S81 °50'09.36"W \/ 7777/7 -7 -/ -/7 -/'7/ / r / /7//, /// /7/ // /7/ 7/ t- / /7/77/77-' ///////7, j j//"/ // / % / //-,7,//J/ ��j%j�/ // /_--J/j///7- -_ ,r r f/-- //// f.../-/ //ii -/7._> ///// ` / / LL / ,, v tel] `r 4 7 .a o c /<y / � �• �l / „N\ro�J/'// N./ /'` / / rJ �////� / %✓/r// r/ ' / /l � i i 7cea/ - J /es " 7C ( r /�% 77j / U / j / %f /J//// / i // 7 --f% / J 7„-- „- ..-- • _- G 0 20' 40' n a \r j7/.7-1ij/ //� .7 7 // / // o J \, // /////// rs,-•\,////7///j777/ CAS -� / / 7 777 / / / / \� 37 7-77j/// j j7j j///7/j//J/ o 7.r /.<17 J �//// r 7 -/-_--%_„;---- //77<7 -//i/ /- -- / 7 /�r_� � / r/ / r // / / f f / j / / // // // 7 7 I \ \\ \ \` \\\\ J \ \\\l\\ \\ � \ \ \ \ \\\\ .N \ v \\\\2\\\\\7 4 \ \\\( 1 \ \ \\\\�� \\\ \ \\\\`�\` \\\\\ / / J f 7777 r 7 i�/ k/7 //7 / /7 //7//%i/i/ //am7//7 (.3`S` /777/7// %%Jc_5‘ \ / / 7- / / 7/ / // / / / / =�//i7/ice(/i/- /- r. 7 / 7777/7- / - / / // / / / N' /7 / 7/ 77//7 % 7777/ /// /�/ 77 // I 7 // 77/777- 7 7/ / / // // /// // /77/ / / /7/7 7/ /- //////7 7-7/ l J / /// //\//7 77/7.7/ f \� 7 7- 7.77 777%/777%/ jar- %/ 777/7777/// 7777 / 995 i 7777 / 7 / -^ / // / / //77 // 7// 7 // // 71 - - : // ./7 471,75< 77/7-/1-777,-.2./.5-.1,-- / / / / //� // /777 7/777 7- _/ - / / .�</i//// /-'/ 7/ / / 7/ 7 7i7 /v/ r. J /7/r/ / //7 /i/ -7 r1 / �jr ✓J////�/-� � r// / / / r / // 7- r �-V r 7� ,//r777/ //ri / - -/ 7 /// /7,-- 7,7 //7 %r//7 r -j7/i/////777 7 /i i/ 7„ _ - / /17- j ///--/-// �//-//Iii _� 7-// j Jam / /// /�� ,rr-ice / //r/ /-- ---_- --"- r ./_�N,� / r -i__ -�/ / / /ii/// / / _ r /-- -/ • r / / / / - J 2 - "tiJ ' 7/7 rr / f c--- /- ^r < '. ..r - � /7777Jf 1 / -- J=/ / /r i- .,- • ••/• i / // // / J-� k ,, 7/ /777// // / ///(�fi/r��/7 / // j/7/ (77 r 7-72 /I' /// /I ///7 // N j 2 / 7- 7- ..7 /Jr / ,/ / s/ l l / Si /, J r r r r\.<1 -/f / di O\3 � N f \N \ C7 00 10-\ < r-- 3 / cy • C k rr✓r /^/ • -1-/r✓ /` 1 -r7 / / / c)< //% • 6 0/5� ' / / • rJi\ /r I\ i7//i/�_j/)/J / 7 7 /i / 711- b / i 7 / /ji/�i \ii /7'- 7 j - / / /7 7 / / _-- / /��/ / // �// / // // / /// /l/J/ __ 5-- - -- / /7/ /Y\/ r�/�O//�/ _r7/r/ 1 // i ///%j ..- / f / �,2 J/ / s 2// l/ /7J////5°� / /- ) . r • CN ( /1/0 )4;5"" :1/s111: -)\>-?7,6_\>>140 \>'\`)/1/t\>'.c00'P -- J r) �r r/ /r/ / 1 / 7 r� / I7 // / ( �� 1 ( f// J/ // f / // // > / / / /r7//r _/ c/I \ oak I a / -J 6090 6080 6070 6060 6050 6040 6030 6020 6010 6000 5990 5980 5970 5960 5950 5940 5930 5920 5910 5900 5890 BVCS: 22+08.31 BVCE: 6010.39 PVI STA: 22+58.31 PVI ELEV: 6006.43 K: 15.27 LVC: 100.00 EVCS: 23+08.31 EVCE: 6005.75 1.6 oo co 0 CN 0 0 0 ) (13 .05 PVI ELEV: 6002.37 K: 15.18 LVC: 100.00 0 1.6 CN 0 0 Pri oci Cij CD LLJ I STA: 26+98.45 PVI ELEV: 5990.9 K: 12.70 LVC: 80.00 26+58.45 co BVCE: 5994.14 oo oci 27+38.45 CLi >0 1.66 PVI STA: 27+91.33 PVI ELEV: 5989.42 K: 13.56 LVC: 80.00 LOW P. LOW oo Eo 27+73.79 5989.90 EVCS: 28+31.33 EVCE: 5991.1 //� 4.24% 00 ir) LLI LLI Ln 1.12% oo co u -i CO CN LLI -1.00% Ln co 0 Lu Lu 6090 6080 - 6070 6060 6050 6040 6030 6020 6010 6000 5990 5980 5970 5960 5950 5940 5930 5920 5910 5900 5890 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado NO.I DATE REVISION BY co ce >. ce 0 11) o o N Z 0 O. 0 W TO LLI no. PROJECT NO. 2201008.00 CS 6090 6080 6070 -50 0 50.00 6090 6080 6070 50 -40 -30 -20 -10 0 10 00.00 20 30 40 50 ON OIL x) N c rio 0C\ O L6 ro n Lr: \ - - -� r 1 0 1J (D 0 '-N 2.0%-2.0%T.0 O w LJ r, e CC _./--r--- - / - `- - - _-- L x-5 P.• 6090 6080 6070 50 -40 -30 -20 -10 0 10 00.00 20 30 40 50 6090 6080 6070 6060 50 -40 -30 -20 -10 0 10 50.00 20 30 40 50 � o''0 D6 L O: cr O L \ - - - ''?I7 -1 1� 6072.1LP:80 8 0 A CL: 0.00 N 6072.34 O . EP: 8.00 6072.18 - .-- - / - `- 6090 6080 6070 6060 50 -40 -30 -20 -10 0 10 50.00 20 30 40 50 6080 6070 6060 - 50 -40 -30 -20 -10 0 10 2+00.00 20 30 40 50 � o''0 D6 L O: cr O L \ ,\ : 6068.88 CL: 0.00 6069.04 EP: 8.00 6068 88 2 .7 - .-- - / - `- - - _-- L x-5 P.• I-L.Uio -z.ux �4j O/ c "Z5. ni / w _-_-_ - - 6080 6070 6060 - 50 -40 -30 -20 -10 0 10 2+00.00 20 30 40 50 6080 6070 6060 - 50 - 40 - 30 - 20 - 10 0 10 2+50.00 20 30 40 50 � o''0 D6 L O: cr O L \ -�,�--12.0%=2.� 1 0 _LI CD U� -2.0%-2.0 O W W e cc - / - `- - - _-- - - - --- _ - - 6080 6070 6060 - 50 - 40 - 30 - 20 - 10 0 10 2+50.00 20 30 40 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 6080 6090 6070 6080 6070 6060 6050 -50 3 00.00 '7I 0 occ 06 -4 \ -�,�--12.0%=2.� N : I 6062.25 N 0 A CL:0.00 6062.41 AN EP: 8.00 - ----- 7 / i / - - _-- - - - - 40 - 30 - 20 - 10 0 10 20 30 40 50 6080 6090 6070 6080 6070 6060 6050 -50 3 00.00 6080 6090 6070 6080 6070 6060 6050 -50 -40 -30 -20 -10 3 0 10 50.00 20 30 40 50 0 x;co 00 I - d 0 occ 06 -4 -�,�--12.0%=2.� LP: -8.00 6058.96 CL: 0.00 6059.12 g EP: 8.00 6058 96 \ � - ----- 7 / i / - - _-- - - - --- _ - - 2.0 ° O/ c "Z5. ni / w _-_-_ - - 6080 6090 6070 6080 6070 6060 6050 -50 -40 -30 -20 -10 3 0 10 50.00 20 30 40 50 6090 6080 6080 6070 6070 6060 6060 6050 -50 -40 -30 -20 -10 0 10 00E 00 20 30 40 50 0 x;co 00 I - d 0 occ 06 -4 -�,�--12.0%=2.� : 056.57 1L: 0.00 ho o n CD Q� r\ LC o ----- 7 / i -- ---- -- - - - --- ID1JLo - �� c) --N 20%_ 2.0 ° O/ c "Z5. ni / w _-_-_ - - 6090 6080 6080 6070 6070 6060 6060 6050 -50 -40 -30 -20 -10 0 10 00E 00 20 30 40 50 6080 6080 6070 6070 6060 6060 6050 - 50 -40 -30 -20 -10 0 10 50E 00 20 30 40 50 0 x;co 00 I - d 0 occ 06 -4 -�,�--12.0%=2.� O- O Lo O �n on Dd 1/ ( of - O or cd 1� - / ,- - ---- -- - - - --- ,� 1 o J _J c0 0 X2.0% O co w -2Q% O/ c "Z5. ni / w _-_-_ - 6080 6080 6070 6070 6060 6060 6050 - 50 -40 -30 -20 -10 0 10 50E 00 20 30 40 50 6080 6080 6070 6070 6060 6060 6050 - 50 - 40 - 30 - 20 - 10 0 10 5+00.00 20 30 40 50 0 x;co 00 I - d 0 occ 06 -4 -�,�--12.0%=2.� 0 O r o 7J� 0 o� " 0 J r`> O c occ 1� - -,, - ---- -- - - - - - �4 , C) • 2.0� 0% L -- J w _-_-_ - Jam% 6080 6080 6070 6070 6060 6060 6050 - 50 - 40 - 30 - 20 - 10 0 10 5+00.00 20 30 40 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 6080 6080 6070 6070 6060 6060 6050 6050 5+5000 0 x;co 00 I - d 0 occ 06 -4 -�,�--12.0%=2.� 0 c CO O CD CDC) LC) oc) 20 Jo 0(2 O DO oL 62+ 0_c -- - --- - _� ---------\/� _ -- 60�- 1J (In 2.0%-2 W Q.,% ce - 2,. -- J w _-_-_ -612.0%� --- - 40 - 30 - 20 - 10 0 10 20 30 40 50 6080 6080 6070 6070 6060 6060 6050 6050 5+5000 -50 6080 6080 6070 6070 6060 6060 6050 6050 -40 -30 -20 -10 0 10 6+0000 20 30 40 50 0 x;co 00 I - d 0 occ 06 -4 -�,�--12.0%=2.� c 0 ho Dci 71- o I - o o- O J (J co 0 6057.59 EP: 8.00 6057 4.3 -- - / i -- ---------\/� _ �--L-2.0% -2 0% 2.0% -eV- - / - i w _-_-_ -612.0%� --- Jam% -50 6080 6080 6070 6070 6060 6060 6050 6050 -40 -30 -20 -10 0 10 6+0000 20 30 40 50 -50 6080 6080 6070 6070 6060 6050 6060 6050 -50 -40 -30 -20 -10 0 10 6+5000 20 30 40 50 0 x;co 00 I - d 0 occ 06 -4 -�,�--12.0%=2.� LP: -8.00 6057.95 CL: 0.00 6058.11 EP: 8.00 6057 95 7 c O n / i i -- ---------\/� _ �--L-2.0% -2 0% -2.0%- -eV- - / - i w L -50 6080 6080 6070 6070 6060 6050 6060 6050 -50 -40 -30 -20 -10 0 10 6+5000 20 30 40 50 6080 6080 6070 6070 6060 6060 6050 6050 -40 -30 -20 -10 0 10 7+0000 20 30 40 50 0 x;co 00 I - d 0 occ 06 -4 -�,�--12.0%=2.� LH: -8.00 6057.69 CL: 0.00 6057.85 EP: 8.00 6057 69 c O n / i - - -- ---------\/� -�0'.\ -2 0% 2Q• %"L. -eV- - / - i w L 6080 6080 6070 6070 6060 6060 6050 6050 -40 -30 -20 -10 0 10 7+0000 20 30 40 50 - 50 6080 6080 6070 6070 6060 6050 6060 6050 - 50 - 40 - 30 - 20 - 10 0 10 7+5000 20 30 40 50 0 x;co 00 I - d 0 occ 06 -4 -�,�--12.0%=2.� 6057.18 CL: 0.00 6057.34 EP: 8.00 .1 : c O n / i - - -- ---------\/� ,, 0' 1 - 2.02 -. 0-% -eV- - / - i w L - 50 6080 6080 6070 6070 6060 6050 6060 6050 - 50 - 40 - 30 - 20 - 10 0 10 7+5000 20 30 40 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 6080 6080 6070 6070 6060 6050 6080 6060 6050 -50 8+0000 0 x;co 00 I - d 0 occ 06 -4 -�,�--12.0%=2.� 0 O h- O xi C0 0 c o 2o J 0 U 3056.83 P: 8.00 'I . . c O n / i - - -- ---------\/� ID 1J c° X20%.0 L J - - / - i w L - 40 - 30 - 20 - 10 0 10 20 30 40 50 6080 6080 6070 6070 6060 6050 6080 6060 6050 -50 8+0000 6070 6070 6060 6050 6060 6050 -50 -40 -30 -20 -10 0 10 8+5000 20 30 40 50 0 x;co 00 I - d 0 occ 06 -4 -�,�--12.0%=2.� L-_7' 1 0 J 1J c° 0 0 O N O o x 6 c O n 0 �c n 6 -- ---------\/� ___ - 11, • c° w cC 6070 6070 6060 6050 6060 6050 -50 -40 -30 -20 -10 0 10 8+5000 20 30 40 50 6080 6070 6070 6060 6060 6050 6050 6040 -50 -40 -30 -20 -10 0 10 9+0000 20 30 40 50 0 x;co 00 I - d 0 occ 06 -4 -�,�--12.0%=2.� L-_7' 1 0 J 1J c° 0 o c,_C (5) w c° --�_ - - - -- - -- ---------\/� 6080 6070 6070 6060 6060 6050 6050 6040 -50 -40 -30 -20 -10 0 10 9+0000 20 30 40 50 6080 6070 6070 6060 6060 6050 6050 6040 -40 -30 -20 -10 0 10 9+5000 20 30 40 50 DO or7 0�r`-'�� or -5. 1 roi o oo 0 L2.o% L"113) od wcc 7P2. 0% rr Lc +0 ____--- - - - - - - -- ---------\/� ___ - 11, 6080 6070 6070 6060 6060 6050 6050 6040 -40 -30 -20 -10 0 10 9+5000 20 30 40 50 - 50 6080 6070 6070 6060 6060 6050 6050 6040 - 50 - 40 - 30 - 20 - 10 0 10 10+00.00 20 30 40 50 0 M -5. LP: -8.L 6052.67 IL) O 77 CL: 0.00 6052.8 N A? EP: 8.0 - - - - - - - _-- - ---------\/� ___ - 11, - 50 6080 6070 6070 6060 6060 6050 6050 6040 - 50 - 40 - 30 - 20 - 10 0 10 10+00.00 20 30 40 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 6080 6070 6070 6060 6060 6050 6050 6040 10+50.00 -5. 6052.00 0 04 CL: 0.00 6052.16 EP: 8.00 6057 00 \. .7 1 - - - - - - - i ---------\/� ___ - 11, - 40 - 30 - 20 - 10 0 10 20 30 40 50 6080 6070 6070 6060 6060 6050 6050 6040 10+50.00 -50 6070 6070 6060 6060 6050 6050 6040 -50 -40 -30 -20 -10 0 10 11+00.00 20 30 40 50 6070 6070 6060 6060 6050 6050 6040 6040 -40 -30 -20 -10 0 10 11+5000 20 30 40 50 -50 6070 6070 6060 6060 6050 6050 6040 6040 - 50 -40 -30 -20 -10 0 10 12+00.00 20 30 40 50 �ON--2.SST o o r•-) o Dd hq o 1T o 0 1J co 0 0% N 6051.49 p EP: 8.00 6051 33 - - - - - - - i ---------\/� ___ - 11, -50 6070 6070 6060 6060 6050 6050 6040 -50 -40 -30 -20 -10 0 10 11+00.00 20 30 40 50 6070 6070 6060 6060 6050 6050 6040 6040 -40 -30 -20 -10 0 10 11+5000 20 30 40 50 -50 6070 6070 6060 6060 6050 6050 6040 6040 - 50 -40 -30 -20 -10 0 10 12+00.00 20 30 40 50 6070 6070 6060 6060 6050 6050 6040 6040 - 40 - 30 - 20 - 10 0 10 12+50.00 20 30 40 50 012.0% :-:.III 1 6050.50 N O 77 CL: 0.00 6050.66 A\, EP:8.00 _ ________ _- - ___ - 11, 6070 6070 6060 6060 6050 6050 6040 6040 - 40 - 30 - 20 - 10 0 10 12+50.00 20 30 40 50 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 6070 6060 6050 6040 6070 6060 6050 6040 6070 6060 6050 6040 6070 6060 6050 6040 6070 6060 6050 6040 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado NO. DATE REVISION BY w U z 0 W m 0 w 0 w x 0 w a 0 N II w J ▪ U 0 Z U U) 2 W oOZ rY U W Lil >- Ca W : W O x 2 12 UW F, JQO (9 no Z W Iii U) Z O� UN W �- I U)0 U)0 Oce o U i � VJ X PROJECT NO. 2201008.00 C6 012.0% 0 00 0 Doo 0 15 o io J IpI 6051.16 oq EP: 8.00 _ ________ _- - - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 6070 6060 6050 6040 6070 6060 6050 6040 6070 6060 6050 6040 6070 6060 6050 6040 6070 6060 6050 6040 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado NO. DATE REVISION BY w U z 0 W m 0 w 0 w x 0 w a 0 N II w J ▪ U 0 Z U U) 2 W oOZ rY U W Lil >- Ca W : W O x 2 12 UW F, JQO (9 no Z W Iii U) Z O� UN W �- I U)0 U)0 Oce o U i � VJ X PROJECT NO. 2201008.00 C6 6070 6060 6050 6040 -50 13+00.00 6070 6060 6050 6040 -50 -40 -30 -20 -10 0 10 13+50.00 20 30 40 50 o Oaf' 06 Lc 0 ---_— _-- iv T 58: -8.00 ' 6051.50 0) CL: 0.00 N 6051.66 pp �.q EP: 8.00 5051 50 \PQ Tz > /,- / 7 i -- ------- / 5P.•N : 6052.47 0 A CL: 0.00 1 6052.6 iv A EP: 8.00 / / • 7 D(13 1 9 6070 6060 6050 6040 -50 -40 -30 -20 -10 0 10 13+50.00 20 30 40 50 6070 6060 6050 6040 - 50 -40 -30 -20 -10 1 0 10 +0000 20 30 40 50 o Oaf' 06 Lc 0 ---_— _-- 9 .-:.I1 1 6052.00 0 A CL: 0.00 I 6052.16 EP: 8.00 > /,- / ____ — --- i -- ------- / 5P.•N : 6052.47 0 A CL: 0.00 1 6052.6 iv A EP: 8.00 / / • 7 D(13 1 9 0 o 6070 6060 6050 6040 - 50 -40 -30 -20 -10 1 0 10 +0000 20 30 40 50 6070 6060 6050 6040 - 50 - 40 - 30 - 20 - 10 1 0 10 +50.00 20 30 40 50 o Oaf' 06 Lc 0 ---_— _-- 9 •o LP: -8.0 N 6052.49 0 oR CL: 0.00 I 6052.6 N O A EP: 8.00 > /,- / ____ — --- _____ ___ — -- ------- / 5P.•N : 6052.47 0 A CL: 0.00 1 6052.6 iv A EP: 8.00 / / • 7 D(13 1 9 0 o 0 O cd 6070 6060 6050 6040 - 50 - 40 - 30 - 20 - 10 1 0 10 +50.00 20 30 40 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 6080 6070 6070 6060 6060 6050 6040 6050 6040 -50 15+0000 c Oaf' 06 Lc 0 ---_— _-- 9 O O xis o N O Lr) o O JJup 2.0% 6052.8 A EP: 8.0 > / ____ — --- _____ ___ — -- ------- / 5P.•N : 6052.47 0 A CL: 0.00 1 6052.6 iv A EP: 8.00 / / • 7 D(13 1 9 0 o 0 O cd CC - 40 - 30 - 20 - 10 0 10 20 30 40 50 6080 6070 6070 6060 6060 6050 6040 6050 6040 -50 15+0000 6070 6070 6060 6060 6050 6050 6040 6040 -50 -40 -30 -20 -10 0 10 15+5000 20 30 40 50 0 00 o- x70 00 0 .. 2 J Oaf' 06 Lc 0 ---_— _-- 9 o 58: -6.00 �I I 6051.78 N 0 29 CL: 0.00 6051.94 0 A EP: 8.00 6051 78 'io. 7 7 / ---- / / -- ------- / 5P.•N : 6052.47 0 A CL: 0.00 1 6052.6 iv A EP: 8.00 / / • 7 D(13 1 9 0 o 0 O cd CC 20 Jo 6070 6070 6060 6060 6050 6050 6040 6040 -50 -40 -30 -20 -10 0 10 15+5000 20 30 40 50 6070 6070 6060 6060 6050 6050 6040 6040 - 50 -40 -30 -20 -10 0 10 16+0000 20 30 40 50 0 00 o- x70 00 0 .. 2 J Oaf' 06 Lc 0 ---_— _-- 9 4 LH: -8.00 6050.92 0 04 CL: 0.00 58: -6.00 �I I 6051.78 N 0 29 CL: 0.00 6051.94 0 A EP: 8.00 6051 78 'io. 7 7 / ---- / / -- ------- —� a., 5P.•N -2.0%- 0 2.0 T D(13 1 9 0 o 0 6070 6070 6060 6060 6050 6050 6040 6040 - 50 -40 -30 -20 -10 0 10 16+0000 20 30 40 50 6070 6070 6060 6060 6050 6050 6040 6040 - 50 - 40 - 30 - 20 - 10 0 10 16+5000 20 30 40 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 6080 6070 6070 6060 6060 6050 6040 6070 6050 6040 -50 17+00.00 0 00 o- x70 00 0 .. 2 J Oaf' 06 Lc 0 ---_— _-- 9 4 LH: -8.00 6050.92 0 04 CL: 0.00 N 6051.08 A EP:8.00 6050 92 7 7 — _ -- ------- —� a., 5P.•N -2.0%- 0 2.0 T D(13 1 9 6070 6070 6060 6060 6050 6050 6040 6040 - 50 - 40 - 30 - 20 - 10 0 10 16+5000 20 30 40 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 6080 6070 6070 6060 6060 6050 6040 6070 6050 6040 -50 17+00.00 6060 6060 6050 6040 6070 6050 6040 -50 -40 -30 -20 -10 0 10 17+50.00 20 30 40 50 0 00 o- x70 00 0 .. 2 J Oaf' 06 Lc 0 ---_— _-- 9 6048.34 CL: 0.00 O LO O o7/ 0 6 LO Li c c_c _ — _ -- ------- —� a., 5P.•N -2.0%- 0 2.0 T D(13 1 9 0 o 0 O cd CC 6060 6060 6050 6040 6070 6050 6040 -50 -40 -30 -20 -10 0 10 17+50.00 20 30 40 50 6060 6060 6050 6040 6050 6040 - 50 -40 -30 -20 -10 0 10 18+00.00 20 30 40 50 0 00 o- x70 00 0 .. 2 J Oaf' 06 Lc 0 ---_— _-- 9 -J co 0 co w 0 N J / — — __ — , -- ------- —� a., 1-2.0%-2.0%1 6060 6060 6050 6040 6050 6040 - 50 -40 -30 -20 -10 0 10 18+00.00 20 30 40 50 6070 6060 6060 6050 6050 6040 6040 6030 - 50 - 40 - 30 - 20 - 10 0 10 18+50.00 20 30 40 50 0 ,,, ---_— _-- 9 6042.5 o4I CL: 0.00 I 6042.7 N EP:8.00 N 1,/ --—_—� --- -- ------- 6070 6060 6060 6050 6050 6040 6040 6030 - 50 - 40 - 30 - 20 - 10 0 10 18+50.00 20 30 40 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 6070 6060 6060 6050 6050 6040 6040 6030 -50 19+00.00 o , ,,, ---_— _-- 9 1 6038.60 I CL: 0.00 16038.76 EP: 8.00 .I :•s N 1,/ --—_—� --- -- ------- —� a., 1-2.0%-2.0%1 1 0 J 11 Co 00 /-2.0%-2.0% 0 L WSJ c '� D(13 1 9 0 o 0 O cd CC - 40 - 30 - 20 - 10 0 10 20 30 40 50 6070 6060 6060 6050 6050 6040 6040 6030 -50 19+00.00 6050 6060 6040 6050 6040 6030 6020 -50 -40 -30 -20 -10 0 10 19+50.00 20 30 40 50 o , ,,, ---_— _-- -7? 0 0- 00 7co oCR o7' o`c N 1,/ --—_—� --- ______ ------- •O -2.0%-2.0% 1 0 J 11 Co 00 /-2.0%-2.0% 0 L WSJ c '� D(13 1 9 0 o 0 O cd 6050 6060 6040 6050 6040 6030 6020 -50 -40 -30 -20 -10 0 10 19+50.00 20 30 40 50 6060 6040 6050 6030 6040 6020 - 50 -40 -30 -20 -10 20 0 10 00.00 20 30 40 50 6060 6040 6050 6030 6040 6020 6030 6010 - 50 - 40 - 30 - 20 - 10 0 10 20+50.00 20 30 40 50 o , ,,, ---_— _-- -7? 6030.68 b CL: 0.00 I 6030.84 AEP: 8.00 N 1,/ --—_—� 0LC _ __ •O -2.0%-2.0% D(13 1 9 0 o 0 O cd 6060 6040 6050 6030 6040 6020 - 50 -40 -30 -20 -10 20 0 10 00.00 20 30 40 50 6060 6040 6050 6030 6040 6020 6030 6010 - 50 - 40 - 30 - 20 - 10 0 10 20+50.00 20 30 40 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 6060 6040 6050 6030 6040 6030 6020 6 010 -50 21+00.00 o , ,,, -----____ 6022.71 0 oR CL: 0.01 0I 6022.9 N s EP: 8.0 O O e3 6018.97 EP: 8.00 •I : 0LC _ __ •O -2.0%-2.0% D(13 1 9 0 o 0 O cd - 40 - 30 - 20 - 10 0 10 20 30 40 50 6060 6040 6050 6030 6040 6030 6020 6 010 -50 21+00.00 6050 6030 6040 6020 6030 6010 6020 6000 -50 -40 -30 -20 -10 0 10 21+50.00 20 30 40 50 0 -----____ 1'O. LH: -8.00 I/ 6010.89 N O i o4 CL:0.00 O OO xj 5 1 7 O O e3 6018.97 EP: 8.00 •I : 0LC _ __ •O -2.0%-2.0% D(13 1 9 0 o 0 O cd CC 6050 6030 6040 6020 6030 6010 6020 6000 -50 -40 -30 -20 -10 0 10 21+50.00 20 30 40 50 6030 6040 6020 6030 6010 6020 6000 - 50 -40 -30 -20 -10 22 0 10 00.00 20 30 40 50 0 -----____ 1'O. LH: -8.00 I/ 6010.89 N O i o4 CL:0.00 I 6011.05 N 0 A EP: 8.00 •1 I:• 0(0 0- 0LC _ __ •O -2.0%-2.0% D(13 1 9 0 o 0 O cd CC 20 Jo «c _J co 0 0 W 0 6030 6040 6020 6030 6010 6020 6000 - 50 -40 -30 -20 -10 22 0 10 00.00 20 30 40 50 6040 6030 6030 6020 6020 6010 6 010 6000 - 50 - 40 - 30 - 20 - 10 0 10 22+50.00 20 30 40 50 -----____ 1'O. LH: -8.00 I/ 6010.89 N O i o4 CL:0.00 I 6011.05 N 0 A EP: 8.00 •1 I:• —_ L _ __ •O -2.0%-2.0% 6040 6030 6030 6020 6020 6010 6 010 6000 - 50 - 40 - 30 - 20 - 10 0 10 22+50.00 20 30 40 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 6040 6030 6020 6 010 6030 6020 6 010 6000 6030 6020 6 010 6000 6030 6020 6 010 6000 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado NO. DATE REVISION BY w U 2 z 0 w U m 0 w 0 w x 0 w a 1 O N II w J Lil U En Z rE20 Q W °oo W �oN Z z Z W—(f) W <O D d0"I 1- mho Z '-ZN o�Z U 0 xa. I 0 z U U) 2 W 00 Z �U W Lil w� W O Y ID obi" 4. W CD no <O W PROJECT NO. 2201008.00 C7 6007.50 CL: 0.00 6007.66 EP: 8.00 6007 50 _ __ •O -2.0%-2.0% - 40 - 30 - 20 - 10 0 10 20 30 40 50 6040 6030 6020 6 010 6030 6020 6 010 6000 6030 6020 6 010 6000 6030 6020 6 010 6000 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado NO. DATE REVISION BY w U 2 z 0 w U m 0 w 0 w x 0 w a 1 O N II w J Lil U En Z rE20 Q W °oo W �oN Z z Z W—(f) W <O D d0"I 1- mho Z '-ZN o�Z U 0 xa. I 0 z U U) 2 W 00 Z �U W Lil w� W O Y ID obi" 4. W CD no <O W PROJECT NO. 2201008.00 C7 6020 6010 6000 50 23+00.00 6020 6010 6000 -50 -40 -30 -20 -10 0 10 23+50.00 20 30 40 50 O O N 0 7J o 0M.e i de CO 0r o ode C\ OC.\ OC Q7 LC - - - ---- - ----- ---- --9.•��-2_0%-2.0%30 20 0 co 0 Ec co w cc • J UCC e 0 LJ c CC U 2.0% 6020 6010 6000 -50 -40 -30 -20 -10 0 10 23+50.00 20 30 40 50 6020 6010 6000 5990 50 -40 -30 -20 -10 0 10 2L+00.00 20 30 40 50 O ON x50 Ln 0 O 0 C L6 OC.\ OC Q7 LC ---1 ---- - _ o. 1 g 08 c J 1(a-(_)COWCC 0 . 0 o - 2.00 1 c _.J CO J UCC e 0 LJ c CC U 2.0% 2.0%-2.0%1 7 -------- \ \ •....3 \ 07 6020 6010 6000 5990 50 -40 -30 -20 -10 0 10 2L+00.00 20 30 40 50 6020 6010 6000 5990 - 50 -40 -30 -20 -10 0 10 2L+50.00 20 30 40 50 0 00 Oa) •0 0 o0 co ---1 ---- - --_o o. 1 g 08 c J 1(a-(_)COWCC 0 . 0 o - 2.00 c ,\ .0 a' a. 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DATE REVISION BY w U m z a w m I 0 w 0 w 2 0 w a I 0 N II U En En Z r N E2o(r) Q W "000 W 1w0No) Z_�U Zzz w-� W <O D >mi Pa d0"I - mho Z '-Za O mz U z jx °- I 0 Z U U) • W pO Z rY U W Lil >- Ca W: W 2 U -1"1 � "1 0Z5c W<fyi O • W PROJECT NO. 2201008.00 C8 0 0 CO 0 x) 0 0' N 0 On CC ---------?:Q.=2.0%-2.0% 1'g 00 1CD JC) 1J Ln 0 coo cc In 0 Lf' • L cj• -- - -- - -50 -40 -30 -20 -10 0 10 20 30 40 50 6 010 6000 5990 COLORADO 811 CALL BEFORE YOU DIG Utility Notification Center of Colorado NO. DATE REVISION BY w U m z a w m I 0 w 0 w 2 0 w a I 0 N II U En En Z r N E2o(r) Q W "000 W 1w0No) Z_�U Zzz w-� W <O D >mi Pa d0"I - mho Z '-Za O mz U z jx °- I 0 Z U U) • W pO Z rY U W Lil >- Ca W: W 2 U -1"1 � "1 0Z5c W<fyi O • W PROJECT NO. 2201008.00 C8 6' MTA_ DOS 4' C AM L \ K ONCE - - FLOW _/ \ 4' ORANGESA= Y FENCE\ 30" RI R CDT- � ZI -- . 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C7 GARFIELDJERCOUNTY, CO � -per � 0 -1 o m 9 'i XX HIGHWAY 82 ^u 1517 BLAKE AVENUE, STE 101, H O 0 n LOT 2, BURRY RANCH C E GLENWOOD SPRINGS, CO 81601 OD H �ti i)/Cu PHONE (970) 945-8676 - FAX (970) 945.2555 WWW.HCENG.COM 0 P STANDARD DETAILS NEER 15 S RAW BA =SSB N.T.S. N.T.S. '- 41011111111111111 G . � 0• 1 oP • 00 0000000 00.0�.�/ 00 000 0 •00SPA �0, 000 0a 20 000 • STAKAND 2"x2"x3' 1� / 1 _______---- 0' � / 4N Vi\� STRAW ROLLS MUST BE PLACED \ \ ALONG SLOPE CONTOURS \ /��/ ' /�,' 70'25' (38m� ,��• C/NG DEPENDS1iiiiiiIIti* ON SO/L TYPE ANDIA SLOPE STEEPNESSSED/HENT �y��- 34' (7.2m) �jV / ///\ ADJACENT i Nirg11- \Ar- j ,/` '-I 0 ♦.♦.,. N N ROLLS SHALL T/GHTL Y ABUT \ • •-;A* 4 4 A . \ ��, \�� Obi•I.• ) N% T/I/E CAPTURED \% /N//\ \ 3''-5- 3"-5" j \/ OIL ORGAN/C M% ITER6Ak SEEDS %RE BEH/ND THE ROLLS. (75— 725mm)/ / 8''— 7 0- D/A. (200250mm) IIII IIIlIlIllIllIllIll �,0���00 - %40 000• 1-1 �2 - 3 ROCK �,��IO 1/2 - 3/4" = LTER LAYER .,( 00 - •- 1 .. DEFINITION '\2 __/ BALES EMBEDDED 4" TO 6" / ____ / f / 0 ) U I/E STAKE-------_____ •//N / v�i 7— / // //� \ / // //\ P 7 X 7 '' STAKE i \ (25 x 25mm) \-- NOT TO SCALE A STONE STABILIZED PAD LOCATED AT POINTS OF VEHICULAR INGRESS AND EGRESS ON A CONSTRUCTION SITE. PURPOSES TO REDUCE THE AMOUNT OF NOTE: ONLY APPLICABLE V- FOR MUD SITES C TRANSPORTED GREATER - ONTO THAN RACK PUBLIC ROADS 2 ACRES IN SIZE. \C CO\ BY MOTOR VEHICLES OR RUNOFF. ROL J NOTE: c) 1. STRAW ROLL INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF THE A TRENCH, 3"-5" (75-125mm) DEEP, DUG o CONTOUR. RUNOFF MUST NOT BE ALLOWED 0, UNDER OR AROUND ROLL. 0, STRAW ROLL IN ON TO RUN LOGS S RAW BA =S AT D C OB N.T.S. N.T.S. N.T.S. FOR AND ON BEHALF OF HIGH COUNTRY ENGINEERING, INC.