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COVER SHEET 2. FINAL PLAT 3. FINAL PLAT 4. GRADING DRAINAGE AND IRRIGATION PLAN 5. ROAD PLAN and PROFILE -DAKOTA LANE 6. ROAD PLAN and PROFILE -DAKOTA LANE 7. ROAD PLAN and PROFILE -DAKOTA COURT 8. ROAD PLAN and PROFILE -DAKOTA DRIVE 9. MASTER UTILITY PLAN 10. MASTER UTILITY PLAN 11. SEWER LINE PLAN and PROFILE 12. SEWER LINE PLAN and PROFILE 13. SEWER LINE PLAN and PROFILE 14. SEWER LINE PLAN and PROFILE 15. FORCE MAIN PLAN and PROFILE 16. IRRIGATION LINE PLAN and PROFILE 17. DETAIL SHEET 18. WATER LINE DETAIL SHEET 19. SEWER LINE DETAIL SHEET 20. LANDSCAPE PLAN OWNER: ENGINEER: DAKOTA PARTNERS L.L.C. 2227 EMMA ROAD BASALT, COLORADO 81621 (303) 920-0577 HIGH COUNTRY ENGINEERING, INC. CONSULTING ENGINEERS AND SURVEYORS 923 COOPER AVENUE GLENWOOD SPRINGS, COLORADO 81601 (303) 945-8676 PLANNER: ISOM & ASSOCIATES P.O. BOX 9 EAGLE, COLORADO 81631 (303) 328-2388 FINAL PLAT DAKOTA SUBDIVISION A PARCEL OF LAND SITUATED IN LOTS 4 & 6, THE NW 1 /4SE 1 /4, THE S1/2NE1/4 & IN THE SE 1 /4NW 1 /4NE 1 /4 OF SEC. 33, T.7 S., R.87 W., OF THE 6TH P.M. COUNTIES OF EAGLE AND GARFIELD, STATE OF COLORADO SURVEYOR'S STATEMENT 1, FRANK W. HARRINGTON. DO HEREBY STATE THAT I AM A REGISTERED LAND SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO. THAT THIS PLAT IS A TRUE. CORRECT AND COMPLETE PLAT OF ARNOLD MEADOWS SUBDIVISION, AS LAID OUT, PLATTED. DEDICATED AND SHOWN HEREON, THAT SUCH PLAT WAS MADE FROM AN ACCURATE SURVEY OF SAID PROPERTY BY ME AND UNDER MY SUPERVISION AND CORRECTLY SHOWS THE LOCATIONS AND DIMENSIONS OF THE LOTS, EASEMENTS AND STREETS OF SAID SUBDIVISION AS THE SAME ARE STAKED UPON THE GROUND IN COMPLIANCE WITH APPLICABLE REGULATIONS GOVERNING THE SUBDIVISION OF LAND. IN WITNESS WHEREOF, 1 HAVE SET MY HAND AND SEAL THIS OF A.D., 19 DAY FRANK W. HARRINGTON P.L.S #19598 CERTIFICATION OF DEDICATION AND OWNERSHIP KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED, BEING SOLE OWNER(S) IN FEE SIMPLE. MORTGAGEE OR LIENHOLDERS, OF ALL THAT REAL PROPERTY SITUATED IN THE COUNTIES OF GARFIELD AND EAGLE, STATE OF COLORADO, DESCRIBED AS FOLLOWS: A PARCEL OF LAND SITUATED IN LOTS 4 AND 6, THE NW1/4SE1/4, THE S1/2NE1/4 AND IN THE SE1/4NW1/4NE1/4 OF SECTION 33. TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD. STATE OF COLORADO; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS. COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 33, A BRASS CAP IN PLACE; THENCE N 47'22'10" W 3300.72 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY OF NEW STATE HIGHWAY NO. 82, SAID POINT ALSO BEING ON THE EASTERLY LINE OF GARFIELD COUNTY, THE TRUE POINT OF BEGINNING; THENCE LEAVING SAID EASTERLY LINE N 53'40'18" W ALONG SAID NORTHERLY RIGHT-OF-WAY 91.02 FEET; THENCE CONTINUING ALONG SAID NORTHERLY RIGHT-OF-WAY N 54'22'40" W 213.65 FEET; THENCE CONTINUING ALONG SAID RIGHT -OF -WA" ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 2964.79 FEET AND A CENTRAL ANGLE OF 15'27'09", A DISTANCE OF 799.59 FEET (CHORD BEARS N 63'29'53" W 797.17 FEET) TO A POINT ON THE EASTERLY LINE OF THAT PROPERTY DESCRIBED IN RECEPTION NO. 205501 OF THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE; THENCE LEAVING SAID NORTHERLY RIGHT-OF-WAY N 01'28'48" E ALONG THE EASTERLY LINE OF SAID RECEPTION NO. 205501 1077.51 FEET; THENCE N 89'39'16" E ALONG THE SOUTHERLY LINE OF SAID RECEPTION NO. 205501 1308.84 FEET; THENCE N 18'43'24" E ALONG THE EASTERLY LINE OF SAID RECEPTION NO. 254334 106.08 FEET TO THE NORTHEAST CORNER OF SAID RECEPTION NO. 254334; THENCE N 00'39'52" E 663.47 FEET TO A POINT ON THE SOUTHERLY LINE OF THAT PROPERTY DESCRIBED IN RECEPTION NO. 495345; THENCE N 89'42'51" E ALONG SAID SOUTHERLY LINE 237.95 FEET TO THE NORTHWEST CORNER OF BLUE LAKE P.U.D.; THENCE LEAVING SAID SOUTHERLY LINE S 00'00'01" W ALONG THE WESTERLY LINE OF SAID BLUE LAKE N .U.D. 1655.49 FEET; THENCE LEAVING SAID WESTERLY LINE N 77'11'26" W ALONG THE NORTHERLY LINE OF SAID RECEPTION NO. 439189 572.38 FEET; THENCE CONTINUING ALONG SAID NORTHERLY LINE S 38'08'04" W 158.25 FEET TO A POINT ON THE WESTERLY LINE OF EAGLE COUNTY; THENCE S 00'00'20" W ALONG SAID WESTERLY LINE 731.12 FEET TO THE TRUE POINT OF BEGINNING; SAID PARCEL CONTAINING 45.301 ACRES, MORE OR LESS. EXCEPTING FROM THE ABOVE DESCRIBED LOT THAT PORTION OF RECEPTION NO. 205501 AS RECORDED IN THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE WHICH AFFECTS SAID LOT; SAID EXCEPTION CONTAINING 0.604 ACRES, MORE OR LESS. SAID PARCEL CONTAINING A NET ACREAGE OF 44.697 ARES. MORE OR LESS. HAVE BY THESE PRESENTS LAID OUT, PLATTED AND SUBDIVIDED THE SAME INTO LOTS AND BLOCKS AS SHOWN ON THIS PLAT UNDER THE NAME AND STYLE OF ARNOLD MEADOWS SUBDIVISION, A SUBDIVISION IN THE COUNTIES OF GARFIELD AND EAGLE, AND DO HEREBY ACCEPT THE RESPONSIBILITY FOR THE COMPLETION OF REQUIRED IMPROVEMENTS, AND DO HEREBY DEDICATE AND SET APART ALL OF THE PUBLIC ROADS AND OTHER PUBLIC IMPROVEMENTS AND PLACES AS SHOWN ON THE ACCOMPANYING PLAT TO THE USE OF THE PUBLIC FOREVER, AND DO HEREBY DEDICATE THOSE PORTIONS OF SAID REAL PROPERTY WHICH ARE INDICATED AS EASEMENTS ON THE ACCOMPANYING PLAT AS EASEMENTS FOR THE PURPOSES SHOWN HEREON, AND DO HEREBY GRANT THE RIGHT TO INSTALL AND MAINTAIN NECESSARY STRUCTURES TO THE ENTITY RESPONSIBLE FOR PROVIDING THE SERVICES FOR WHICH THE EASEMENTS ARE ESTABLISHED. EXECUTED THIS DAY OF , A D., 19 OWNER DAKOTA PARTNERSHIP, LLC EDWARD W. PODOLAK. MANAGER 2227 EMMARD BASALT, CO 81621 (303) 920-0577 STATE OF COLORADO ) COUNTY OF ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _ DAY OF 19 BY WI -NESS MY HAND AND OFFICIAL SEAL MY COMMISSION EXPIRES: NOTARY PUBLIC HIGH COUNTRY ENGINEERING, INC. CONSULTING ENGINEERS ND SURVEYORS 923 COOPER AFNUE GLENWOOD SPRINGS, CCORADO 81601 (303) 945^-876 NOTE: 1.) DATE OF SURVEY WAS DECEMBER, 1993. 2.) BASIS OF BEARING FOR THIS SURVEY IS A BEARING OF N 00'36'45" E BETWEEN THE SOUTHEAST CORNER OF SECTION 33, A GLO BRASS CAP IN PLACE AND THE NORTHEAST CORNER OF SECTION 33. A LAVA STONE IN PLACE. 3.) THIS PROPERTY IS SUBJECT TO RESERVATIONS. RESTRICTIONS. COVENANTS AND EASEMENTS OF RECORD OR IN PLACE. 4.) TYPICAL SETBACKS PER GARFIELD COUNTY (EXCEPT AS NOTED OTHERWISE). FRONT: 25.0' SIDE: 10.0' REAR: 25.0' 5.) ALL MODIFICATIONS TO DESIGNATED WETLANDS OR BLUE CREEK CHANNEL, SHALL BE SUBJECT TO APPROVAL BY THE ARMY CORP OF ENGINEERS AND NOTIFICATION TO GARFIELD COUNTY. 6.) BASEMENTS. AS ALLOWED. IN SINGLE FAMILY LOTS, ARE BASED UPON SOIL INVESTIGATION FOR POTENTIAL GROUND WATER CONCERNS. COUNTY SURVEYOR'S CERTIFICATE APPROVED FOR CONTENT AND FORM ONLY AND NOT THE ACCURACY OF SURVEYS. CALCULATIONS OR DRAFTING. PURSUANT TO C.R.S. 1973, 38-51-101 AND 102 (REVISED). GARFIELD COUNTY SURVEYOR DATE ATTORNEY'S CERTIFICATE AN ATTORNEY LICENSED TO PRACTICE LAW IN THE STATE OF COLORADO. DO HEREBY CERTIFY THAT ALL DEDICATIONS TO THE PUBLIC, AS DESCRIBED ON THIS FINAL PLAT ARE FREE AND CLEAR OF ANY LIENS, CLAIMS OR ENCUMBRANCES OF RECORD AND FURTHER THAT THIS SUBDIVISION IS IN SUBSTANTIAL COMPLIANCE WITH THE GARFIELD COUNTY SUBDIVISION REGULATIONS OF 1984 DATE BOARD OF COUNTY COMMISSIONERS CERTIFICATE THIS PLAT, APPROVED BY THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO THIS DAY OF A.D. 19 , FOR FILING WITH THE CLERK AND RECORDER OF GARFIELD COUNTY AND FOR CONVEYANCE TO THE COUNTY OF THE PUBLIC DEDICATIONS SHOWN HEREON; SUBJECT TO THE PROVISION THAT APPROVAL IN NO WAY OBLIGATES GARFIELD COUNTY FOR THE FINANCING OR CONSTRUCTING OF IMPROVEMENTS ON LANDS, PUBLIC HIGHWAYS OR EASEMENTS DEDICATED TO THE PUBLIC EXCEPT AS SPECIFICALLY AGREED TO BY THE BOARD OF COUNTY COMMISSIONERS AND FURTHER THAT SAID APPROVAL SHALL IN NO WAY OBLIGATE GARFIELD COUNTY FOR THE CONSTRUCTION, REPAIR OR MAINTENANCE OF PUBLIC HIGHWAYS. BY: BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO CHAIRMAN WITNESS MY HAND AND THE SEAL OF THE COUNTY OF GARFIELD. ATTEST: COUNTY CLERK CLERK AND RECORDER'S CERTIFICATE THIS PLAT IS ACCEPTED FOR FILING IN THE OFFICE OF THE CLERK AND RECORDER OF GARFIELD COUNTY, COLORADO, AT O'CLOCK M ON THE DAY OF 19_ AS RECEPTION NO. CLERK AND RECORDER BY: DEPUTY 93097.04 93097PL1.DWG SHEET 2 OF 19 313 69 4 45. 1t 1PS 150 CLA`SN 381697 E - 32`' 0' 1RR1G0N N; SY EASE 4 .yl _ A5 2c ,,-1 R1� 7 1N5t AU 8. V ALS IN 35 SENpS \'ti 992555 5>`K1 LO1 i •E 104. 5T 40 VNE 8 t „Be RNA 6N7 6164'6 7 E.�B 51 A51 0 1N 6 6564 41 0.1:5515.01g1� E j N1 -7 —CLEAN- 1 E>~ 1NS1 A N f ORCE ) u11L1 EAS ASSEµSLY O Al 19 A�-p1 p9 8 ' 4S• SEND END -8•• -114.8 N51 • A(I � 11 1f356.150'6 44 LF/ 404 END E I AND N RASNANwS J51 tor( APPO 141 // NEC3 5 4810 EASEMENT L1NE U1IL (.4 a 6400 tr— oCO R1 728 M1� OcROb1M ''O'D < � iZZ <1» inceZ Z 6380 DATUM MAT 8380.00 11-t/" 1N 1 A� V ALS S ANO 8 6 4A 413359 8 C ='a i 24 crZZ titotos 0° �/7 • unu (7-T.\ --N )\))/\.\(c()<irkt Pe) f< d l 1< N4 <m co ▪ n gotta n co 4$44°,;14 4;" r> ); 210 ZZ f in us 4 <'n 4 V M stun a! pp • O 1 NNl M P11nbcaziEge X43 EES— • ,� p it -5t+ r CHA` N oc EEK AN 0.P X1M ZF� FORP SNttZ R E I I I1 I � 1 iii so GRAPHIC 0 25 50 SCALE 100 200 ( IN FEET ) 1 inch = 50 ft 125 Lr. SLOPE 0.60% DIA 8 in SDR 35 O 4 n •1 0 ENCASE SEWERLINE 15. OTHER SIDE OF INTERLINE OF BLUE CREEK SEE DETAIL SHEET 10 n n 10 b 255 L.F. n n 40 SLOPE 1.20% DIA 8 In SDR 35 255 L. F, SLOPE 0.73% DIA 8 n 2�2ZZZ -00 L PROPOSED FINISH GRADE ORIG NAL GROUND SLOPE 0.60% NOTE: FORC. MAIN IN SAME TRENCH AS GRAVITY SEVER LINE - -J DIA 8 in. SDR 3 1_ RA1 QPR/I5 1N51� i a n 44 1N R W p; '0 O � Q oO v110 n'n Cd =nisi 24° fi 2 Z 195 L.F. SLOPE 0.60% D1A 8 in. SDR 35 1+00 2+00 3+00 4+00 5+00 M1 10 '0 CO M 6+00 SEWER LINE A 7+00 8+00 T 9+00 OE T -FM E TC f. w 10+00 LEGEND OE T OE FM G ETC W FM G-� ETC — D4 • 11+00 EXISTING TELEPHONE EXISTING OVERHEAD ELECTRIC NEW WATER MAIN NEW GAS MAIN NEW ELECTRIC, TELEPHONE & CATV, COMMON TRENCH NEW FORCE MAIN NEW SEWER MAIN NEW FIRE HYDRANT NEW TRANSFORMER NEW GATE VALVE SAUCE VAULT 12+00 'D Qo ARNUTIL 0 0 m ID '3+00 SCALE: 1' - 50' HORIZ. 1' - 10' VERTICAL 14+00 15+00 6 1- Q t• 1 NO. DATE REVISION HIGH COUNTRY EN I EE1vNG , INC. 923 COOPER AVENUE GL.ENWOOD SPRINGS, CO 81601 (303) 945-8676 DAKOTA PARTNERS L.L.C. GARFIELD / EAGLE COUNTY, COLORADO DAKOTA SUBDIVISION SEWER UNE PLAN and PROFILES DES. PH CK. DR. HP DATE 7/18/94 FILE NO. 93097.0+ SHEET 11 OF 20 \\\OT 14 00/? Am \4-\ SEM CLASS 150 IPS ewe N 36.44 E -3 2.8 7 \S M.H. 82 STA 4+70 ?; RIM 6378.95 INV. IN 6366.92 83 - INV. OUT 6366.72 82- N 3912.23 E -313.69 yyS TALL 4" 45' & 11-1/4' CLASS 150 IPS N 3876.59 E -325.97 \ SLOT I\ \ \\ N p916.97 E 226.26 \\,S1REET IGHT M.H STA RIM INV. INV. •tuv$NLts \ \ 3 K 2 58 63 N 85 LO 11 IN 6 OUT 6 4.30 84-B 92.47 4 10 83_8 26.84 \ L 11-1 • BEND A 1506.8IP3\ .46 .46 LO 15' IRRI ION EASEMENT INS FIRE ECESS -y N E ip 12.43 ..-'`ASSY. AND LL. APPU 1 NANCESI °D L 11-/• 150 IPS 33 IR --1 O2U6393 -- 30 \ LOT - M.H. G2 o STA 6+26 N RIM 6400.72 INV. IN 6394.00 ` UT 6393.90\G2 N 39 51 S 24.1 11 276' M.H. B4 STA 10+ INV.pij N 3894. E 233.1 INSTALL 4" CLAS N 3863. 198.8 2s �\ 8 .76 6389.10 84 4 1 11/4' BENDS 150�PS 0 N46.80 E 2873 INSTA L" 385 07 �\ E 53� 72.66 6365.95 E3 T 636,5 5644 - M.H B1 STA 1+00 LINE 'E'RIM 6374.80 STA 1+68 LINE '9' INV. IN 6364.67 827,81 INV. IN 6364.67 E1-81 INV. OUT 6364.47 ,61-A1 N 3615.07 / E -369.1A- TC- fly 144 L.F. NS TApLL 8" 45' BEND & INSIALL 8"11- N/356310 /4 BEND E' -503.60 6400 1>> 1N�ZZ 6380 DATUM SIEV 8360.00 /TT• E1 STA 1+23 RIM 6374.55 ^/ INV. IN 6364.99 E/1 -E1 INV OUT 6364.79 E1-81 N 3592.54 E -373.30 / f HASE /SERV; 68 LF Wn D m±wZZO =a7»> gtnee22Z OP 8 � l M.H. A +0+ LINE 'A' STA 1+00 LINE '8' RIM 63176.00 INV. IN '63 7.19 A 2-41 INV. IN66.0981-41 N 3602.6 E -302.39 srA+25\� RIM 376.14 WV. IN 6368.14 A3, �V. OUST 6367.94 A 653.44 188.0V, INSTALL AN9'• ,8, 11-1/4' BENr1 ORIGINAL GROUND 302 L.F. SLOPE 0.567 DIA 8 in. SDR 35 SLOPE 0.E 1X STA. RIM 63 . 58 ` \ INV IN 6 72 A4-43 V. 35$ U T 6 .52 A3.-.42 \ 8+.55 23.11 IN \ ASSEMBLY LL CLEAN-pU,T RCP A4 A IAV n-SOR \ BLK 2\\ 'kOT 7 • 5009 1 82% DIA 8 ih SDR 35 n 0 f n n 10 0 ,0 0 n pn (0 0' n 0 1+00 2+00 3+00 4+00 5+00 11 b f n tri m M (0 O ,0 SEWER UNE B 6+00 7+00 8+00 9+00 10+00 T w GRAPHIC SCALE 25 50 100 OE T -FM ETC G W ( IN FEET) 1 inch 50 if. LEGEND T OE OE FM G ETC W FM G ETC 4RNtin SCALE: - 50' IlORIZ, - 10' VERTICAL • EXISTING TELEPHONE EXISTING OVERHEAD ELECTRIC NEW WATER MAIN NEW GAS MAIN NEW ELECTRIC. TELEPHONE & CAN, COMMON TRENCH NEW FORCE MAIN NEW SEWER MAIN NEW FIRE HYDRANT NEW TRANSFORMER NEW GATE VALVE SPLICE VAULT NO. DATE REVISION 13? NCH COUNTRY ENcSEERNQ PC. 923 COOPER AVENUE GLENWOOD SPRINGS, CO 81801 (303) 945-8676 DAKOTA PARTNERS L.L.C. GARFIELD / EAGLE COUNTY, COLORADO DAKOTA SUBDIVISION SEWER UNE PLAN and PROFILES DES. PH CK. DR. FILE NO. 9309704 SHEET 12 nr IUr, ,t ia13/y4 UI F 20 aQa 'n a aOn co en en OON oon O2��Y1_ QO„�n O 4 -Finzzp 640f 'c > jr-ZZZ 6380 PROP SED FINISH GRADE i 4 041 NIU U O O 0 O 'n hn0/ 'o 0 0' n0'0 �. r4-3»> ORIGINAL GROUND 244 L F. SLOPE 0.70% DIA 8 in SCR 35 0 0 Ch 0' to n 0 co co 0 to 1+00 2+00 3+00 4+00 SEWER LINE C 5+00 6+00 0 q 1 U U O O 00 41 F, nn O'o'o t- **ZZ8 =<m»> EZZZ 6400 a 0 0 n Off' 1.010) In °°'0 r41 - +72.8 r 0 In 'o 1+00 .41 0 v 2+00 SEWER LINE D GRAPHIC SCALE so 700 ( IN FEET 1 inch a 50 rt 200 T OE T FM 0 ETC w a m Ea Nim �w O or • mom 0,fn -i nn ce EfikZZ3 ai»> 3omZZZ 6 380 Y C� 1 INSrALL8 " & 2-8" v to N 344607 p E -540,9 M E3 ST 4+05 1R1 V. 637$.00 INV66 8 v441 r 6366 g E -562.30 0 M.N ra . INV. 6 2.66 /AN' V663695 E 7256 -5.25 rt''4.44 M.N. 81 sra 1+ RIM1 +68 LINE E / nn INV IN 74.80 9 6364. IN y' IN 6364.67 BI N J6 07OUT 6364.47/81BA1 E `36919 - TC 8" WS E 144 L.F. INSTALL N 3563.18 415 1/4M BEND IN Au 8. 1BED i8e -503.60 F/ Ilk NIM 6N 74395 0.3154 H 35986 6a 7 37330 -Et 7-91 /INSTALL N 340,3 8" / E 554.5, INSTALL FIRE Hyp, ASSY AND N34APP 58 58 NECESSARYURTENANCES 4 20LL.FSTO EASEMENT UNE f \ II - 1 V4• BEND -r EXISTING (ROUND 23 L. tr nW WI In W Of cy,'O co ci gee n L.W : 2 Z 2Z STq LINE 'q RIM 63 � IrNE ,8• INV. IN 16.00 INV. IN 3 19 A2_ E 3300n .09 Bi -A11 391 UFT INSTALIEp TO 9£ INSTALL 8. 17_ 0i1iFRs Ow N 3576_ 4ALVE 7�4 BENCH\ E 359.88 1\ IJ 62 • STAB�2•+` RIM n3 25 v otArIN 6368.14 53.6367,94 At E '1188.0? Aft ME RANDS LIMI r PROPOSED FINISH GRADE a O PROPOS ----------------- 143 L SLUPE 0.53% DIA 8 in SDR 35 SLOPE 0.53% DIA 8 In. EOR 35 140 L F. 255 L.F. SLO E 0.53% Dr r 8 1rr- geR- ORIG SLOPE 0.53% DIA 8 in. SDP 35 Y f n n w to 0 r n 'O a f '0 tD '0 If: h n t0 '0 n 'O N u M 1+00 11600 OE G ETC T OE w FM FM G E'C — 2+00 CRI • 3+00 EXISTING TELEPHONE EXISTING OVERHEAD ELECTRIC NEW WATER MAIN NEW GAS MAIN NEw ELECTRIC. TELEPHONE & CATV, COMMON TRENCH NEw FORCE MAIN NEW SEWER MAIN NEW FIRE HYDRANT NEW TRANSFORMER NEW GATE VALVE SPLICE VAULT ARNUTIL 4+00 SEWER UNE E SCALE: 1' - 50' HORIZ. 1' - 101 VERTICAL 5+00 6+00 7 NO. DATE REVISION BY 10; -- HIGH COUNTRY BOEEFrNQ PC. 923 COOPER AVENUE GLENWOOD SPF64G6, CO 81601 (303) 945-8676 DAKOTA PARTNERS L.L.C. GARFIELD :/ EAGLE COUNTY, COLORADO DAKOTA SUBDIVISION SEWER UNE PLAN and PROFILES DES. PH CK. DR. HP DATE 7/18/94 FILENO. 9309704 SHEET 13 OF 20 115 LjJ 0 6 11, 4 t L. S.' ,0.451,119\-4 20 ; S 00 E. .3 %H\ ) • Nt41.11N) ' v • 46, as\r ets° WO AL\ FARE ASS1 ASO NECESSARY APPORIES1SES *4 5103 58 E. -521 25 ES 10 0:1E8 csA SE I 1 • 1E -E E6 ota 'Es 9*32 LIKE- t*1S1 Pk AtgE- )51A .0.00 2 -7 -E6 H 'S g 01 -52 tN ks 6 ,90.0 E / 4*1\I• NI " es24 --.....4 E 1 W / S14 6380°70 29 to -C6,5 4S) V 064 55 / RIO IN 63370,2.9 9 110- 54 Te 7S1P4 t3/4 19364 2/ L -2 5380 0 Go 1CrB1.55 7A.23 M 600 63 954 158 214 8 5. T v‘e° SIMS; .11/Eitra., %De 111111.1M • ”RR • PROPOSE() FINISH GRADE — ----- — ORIGINAL GROUND 139 L r. SLOPE 0 53% DIA 8 in. SOR • 134 Lr. DIA OPE 0.537 8 rn SDR 35 00 Lfl '1 3 04 0 .0 '0 ti3 In ev4° 22-12. Fan 9" 611 511 9 s • $37-e- eth-Ci _ ; 1A-1 5S .01 is AC1 ci CO!. c064 - itsG — tNE --- NOlt . Gilt* 051 44 C°41113101-ci •• lk,e-oti-1- ossE FL/ qt. — - r Th 11.41°‘ tit %J. 0 2,4A3951 -7_4% 2955.‘icia.ti In_ 1 it4s/AL eizaAlpuiGn 245 -itis Et r• *30 1._ -204 19 9 Th 11 r -- TING SLO' W/ EX/S wet I NE" Fu TURF HIGHWAYCROSS 11 - 11 ft 0--- 11 -- 1 156 L.F. SLOPE G60% DIA 8 in. SDR 35 .040 7 + 00 8+00 SEWER LINE E 0 o 03 4.1 '0 1 + 00 6 3 8 0 DATUM ELEV `43 tO I I•4 Ls, o cri • INNO 0,46o or- r- us 6:2 ▪ Ld + z z 8 ii•zzz 6385.00 52 LF SLOPE 0 60X DIA 8 in. SOR 0 1+00 SEWER UNE F - F14 w C> ETC. OE LEGEND T OE G ETC G ETC — so 0 GRAPHIC SCALE 25 50 100 EXISTING TELEPHONE EXISTING OVERHEAD ELECTRIC NEW WATER MAIN NEW GAS MAIN NEW ELECTRIC. TELEPHONE & CA TV. COMMON TRENCH NEW FORCE MAIN NEW SEWER MAIN NEW FIRE HYDRANT NEW TRANSFORMER NEW GATE VALVE SPLICE VAULT 200 ( IN FEET ) 1 inch a 60 ft ARNUTIL SCALE: 1' - 50' HORIZ, 1' - 10' VERTICAL NO. DATE REVISION DAKOTA PARTNERS L.L.C. GARFIELD / EAGLE COUN TY, COLORADO DAKOTA SUBDMS1ON HIGH COUNTRY ENCAPEERIG, PC. 923 COOPER AVENUE GLEPAYOOD SPRNOE), CO 81801 DES. PH (303) 945-8678 SEWER UNE PLAN and PROFILES BY CK. FILE NO. DR. HP DATE 7/18/94 9309704 OF 20 SHEET 14 to W 0 DATUM ELEV 6380.00 AFM FM .+P» r FM, 7 / — k\ FM z i 2 OV z f FM P. I� I� r'rMID VALLEY METROPOLITAN DISTRICT FM v 0 z t l 1 i (<;> 8+100 �FM -r----�NI �t FMQ� 70+00 /1 10+46.0 D VALLEY METROPOUTAN DISTRICT LXISTI G GROUND -� L 1 MIN. BURY -44 4' FORCE MAIN a P 0 rn c0 0 ori a) t0 0 co cn 0 co rn M co 0 ca 0 m iD 0 co 0 M m 0 rn M c0 0 co co 0) m 0 m 0 0 07 0 0 M c0 0) m 0 0, 0, m 1+00 2+C0 3+00 4+00 5+00 50 FORCE MAIN 8+00 25 7+00 GRAPHIC SCALE 50 100 ( IN FEET ) I inch - 50 fI 200 8+ 00 T OE T -FM ETC G W 9+ 00 OE LEGEND T OE FM G ETC W FM G— ETC — 10+ 00 EXISTING TELEPHONE EXISTING OVERHEAD ELECTRIC NEW WATER MAIN NEW GAS MAIN NEW ELECTRIC, TELEPHONE & CATV, COMMON TRENCH NEW FORCE MAIN NEW SEWER MAIN NEW FIRE HYDRANT NEW TRANSFORMER NEw GATE VALVE SPLICE VAULT ARNL.1TIL SCALE: r a 50' HORIZ. r - 10' vEFTICAL l NO. DATE REVISION BY ICH COUNTRY ENCIPEERINQ NC. 923 COOPER AVB&€ CILENWOOD SPR1N06, CO 81801 (303) 945-8678 DAKOTA PARTNERS L.L.C. GARFIELD / EAGLE COUNTY. COLORADO DAKOTA SUBDIVISION FORCE MAIN SOUTH PLAN and PROFILE DES. PH CK. DR. HP DATE 7/18/94 FILE NO 93097.0* SHEET 15 OF 20 6420 6400 DATUM ELEV 8980.00 ORIGINAL GROUND TYP, N p I I N 0 0 APPROXIMATE FINISHED GRADE / SLOPE 0.459 DIA 24 ip. PIPE 86 LF. SLOPE 0.50% 368 L F SLOPE 0.45%. W 'no.1 C1 to 0 N On � 0 'pp'e oxzszo MNOCZZ 6 DIA 24 in. PIPE l ` \ DIA 24 in. PII>E 309 L.F. SLOPE 0.45% DIA 24 in. PIPE T 195 L.F. SLOPE 0.45% DIA 2 4 in. PIPE 106 L.F. SLOPE 0.45% DIA 24 in. PIPE At •0 o, 0) 0) M to N O A' t0 to m Y (0 of wt0 0 a W (0 n 0 10 ' n f 'O '0 to a On n 0 tO 0 tO 40 M t0 1+00 2+00 3+ 00 4+ 00 5+00 6+00 7+00 8+00 9+00 50 0 IRRIGATION LINE G GRAPHIC SCALE 25 s0 100 ( IN FEET ) 1 inch = 50 ft 10+00 T OE T FM G ETC W 11+00 LEGEND OE T OE FM G ETC W FM G- ETC CEO w D4 • 12+00 EXISTING TELEPHONE EXISTING OVERHEAD ELECTRIC NEW WATER MAIN NEW GAS MAIN NEW ELECTRIC, TELEPHONE & CATV. COMMON TRENCH NEW FORCE MAIN NEW SEWER MAIN NEW FIRE HYDRANT NEW TRANSFORMER NEW GATE VALVE SPLICE VAULT 13+00 ARNUTIL 14+00 SCALE: 1' - 50' HORIZ. 1' - 10' VERTICAL 15+00 16+00 N0. DATE REVISION BY HIGH COUNTRY ENGINEERING NO. 923 COOPER AVENUE DAKOTA PARTNERS L.L.C. GARFIELD / EAGLE COUNTY, COLORADO DAKOTA SUBDMSION IRRIGATION UNE PLAN and PROFILE GLENWOOD SPRINGS, CO 81601 DES (303) 945-8676 DR. PH CK. HP DATE 7/18/94 FILE NO. 93097.04 SHEET 16 OF 0 -- ,.0' MAN TO S a IRADE ELE v.\ r6i . 43' OSA 6i • aJ' GOA bf• • 43' OVA 4' SHOULDER 12' 12' 4' SHOULDER 10' 4104.110 0 LANE LANE DITCH �PRAP BEHIND PAN 5•• 2-1/2' ASPHALT�/�-Jl •• d • = : -:.•4"--Ter • • 2.5' l 2.5' MIN. -+{ 2.5' MRN. ...1% SLOPE 0 2% SLOPE • 22 3% 1.p' 3 —� 1 1' DRAINAGE PAN I Imo. //� BASE t �\ 18' CLASS 3 AGGREGATE BASE 5' CLASS 6 AGGREGATE BASE COURSE CURB / OCAss e AGGREGATE CDDIRSE CCSPACTID TO 95% STANDARD PROCTOR �-- Stir Au MOIL SCAMP( AND RIECOMPACT SIAM ADE A YINAAI D< e' DEEP TO 95% STANDARD PROCTOR CULVERT CROSS—SECTION (TYP.) COURSE (PIT RUN) COMPACTED COMPACTED TO 95% STANDARD PROCTOR. TO 95% STANDARD PROCTOR. STRIP All TOPSOIL, SCARIFY AND RECOMPACT SUBGRADE A MINIMUM OF 8' DEPTH TO 95% STANDARD PROCTOR. ROAD SECTION GUTTER PAN N.T.S. TYPICAL N.T.S. PLAN VIEW N.T.S. 11' 11' TOP OF CURB 25.0' 2•_4- 4.-0'4.0' 25.0' 1 -- 1' �-- LANE LANE 2: t MAX SHOULDER 12' a.SLOPE SHOULDER SLOPE 4: 1 FIRST 4' 2 1' 1' 2 1/2" ASPHALT f— -0— 1' —� SLOPE 41 4 4SLOPE 2:t MA /3 SLOPE O 2% SLOPE O 2% 1 \ARST 1� 7\ S- OF CLASS 6 AGGREGATE BASE COURSE o° E COMPACTED TO 95% STANDARD PROCTOR — 4' MOUNTABLE CURB 18' `GUTTER J 42" ARCH CMP SLOPED 0 2 5% HEADWALLS AND MANGWALLS PER COLO. DETAIL M-601-10 AND M-601-20. CULVERT PROFILE (TYP.) OF CLASS 3 AGGREGATE BASE COURSE & BOTH SIDES COMPACTED TO 95% STANDARD PROCTOR STRIP ALL TOPSOIL, SCARIFY AND RECOMPACT SUBGRADE A MINIMUM OF 8' DEPTH TO 95% STANDARD PROCTOR. FLOW UNE __/ N.T.S. ROAD SECTION CURB OPENING DETAIL N.T.S. N. T.S. 12't 6' (TYP.) 6' 2'-4' — AS SHOWN 1 1/2II' `_ 41 2" ASPHALT `o d 3 1/2' 2% CROSS SLOPE (TYP) SS f �• 4 4� _��� 0 o Or - = Ow f 6' i 1 1 8" CLASS 6 AGGREGATE BASE COURSE (COMPACTED) ACCESS ROAD SECTION BASE COURSE CONTINUED FROM STREET, 6" MINIMUM STRIP ALL TOPSOIL, SCARIFY AND RECOMPACT SUBGRADE A MINIMUM OF 8' DEPTH TO 95% STANDARD PROCTOR. MOUNTABLE CURB & GUTTER DETAIL STRIP ALL TOPSOIL SCARIFY AND RECOMPACT 6" CLASS 6 AGGREGATE BASE COURSE SUBGRADE A MINIMUM OF 8" DEPTH TO 95% COMPACTED TO 95% STANDARD PROCTOR STANDARD PROCTOR. ASPHALT BIKE PATH DETAIL NO SCALE N.T.S. N.T.S. • (STREET LIGHT BASE WILL elk PROVIDED TO USE AS A BOLT LOCATION TEMPLATE) 3 ANCHOR BOLTS SEE MFGR RECOMMENDED] / HEIGHT 12.1 r'- LOT LINE LOT LINE \ I GRASS I CI vyE� PAGRASSQ SJDEWAuc 70' MIN - I L?W 60' MIN. 15' In A 2"a CONDUITS (TYR) • 6-�3 TIES • 12- 0.C. W/6' MELDED LAP 3t 3' t • v 3" MIN. COVER — 4.. • 6-II5 VERTICAL REBAR • w/180' HOOK AT TOP NOTE 1. INITIAL DRAIN CHANNEL 2' DEEP. 3• 2. CHANNEL INITIAL FLOW LOCATION MAY VARY LATERALLY WITHIN THE 60'. TYPICAL CROSS—SECTION DRIpi NO. DATE REVISION BY FOR BLUE CREEK CHANNEL NOTE: CONTRACTOR TO CUT EXISTING CONDUIT, INSTALL NEW CONDUIT TO AND THROUGH BASE OF UGHT AT EACH 'G^ ner DAKOTA PARTNERS LLC GARFIELD/EAGLE COUNTY, COLORADO N.T.S. FIXTURE USING LONG RADIUS SWEEPS AS NECESSARY, ticwlpt.n0 EXCAVATE FOR AND POUR FOUNDATION W/REINFORCING ANCHOR BOLTS. DAKOTA SUBDIVISION t — DETAIL SHEET STANDARD STREET LIGHT FOUNDATION - N. T.S. NIGH COUNTRY FaCMaINCI, IPC. 923 COOPER AVENUE GLENWOOD apRpica CO Bie01 DES. YIN CK. FILE NO. SHEET 17 \DETSHT (303) 945-8676 DR. HMS DATE 7/8/94 93097.04 OF 20 0 PROVIDE BOND BREAKER AT ALL FITTINGS. BENDS & ELBOWS PLUG 0 BELL ENE, DEAD END LINE ,nab% NOTE: WHERE REDUCER IS USED, ROD BACK TO TEE i4i4i�i4`.'*i%2of,2`.94z.VVi ,,Vrei ARE A TEE FOR FUTURE CONNECTION ROD PLUG TO FITTING SEE TABLE SII Lai N 4'sr4k'PH'H'?4'1'46'/i'/l7b' ARE A PLUGGED TEE FOR FUTURE CONNECTION i A r �I GATE VALVE ALL THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED SOIL. WHERE THIS IS NOT POSSIBLE, TIE R00 SHALL BE USED. TYPICAL SECTION THRU THRUST BLOCK MINIMUM THRUST BLOCK BEARING AREAS IN SOUARE FEET PIPE SIZE 90' BEND ay BEND 22 1/2' BEND TEE PLUG GATE VALVES NOTES 12" 16 0 8 7 4.4 11.3 7.3 SOIL BEARING PRESSURE 15 ASSUMED TO 8E 3000 P.S5 WHERE 501L BEARING VARIES FROM ABOVE, REQUIRED BLOCK AREA MAY BE MODIFIED ACCORDINGLY, IN NO CASE SHALL BEARINGS AREA BE LESS THAN 20 FT. SO STANDARD TEST PRESSURE IS CONSIDERED AT 200 P.S.I. cct CRETE STRENGTH TO BE 3.000 P.S.I., 28 DAY TEST MINIMUM WIGHT OF THRUST BLOCKS SHALL BE 1,000 LBS 10" 11.1 6 0 3.1 7.8 4.5 8" 7 1 3 9 2 0 6.0 2 4 6" 4.0 2 2 2.0 2.8 0.7 4" 2.0 20 2.0 20 0.5 `" 2 0 2 0 2 0 2 0 0 5 45' 3/4" 22' 22}' THRUST BLOCKS FOR WATER MAIN N 1 NOTES: 1. USE CONCRETE THRUST BLOCKS & ANCHOR BLOCK FOR PLASTIC PIPE, (NO TIE RODS) 2. FOR CAST IRON PIPE USE EITHER TIE RODS OR CONCRETE BLOCKS. 3. ANCHOR BLOCK WEIGHTS AND TIE ROD SIZE & LENGTH BASED ON 200 PSI PRESSURE & 4-1/2 FT. OF COVER. %HERE WORKING PRESSURE EXCEEDS ABOVE, ANCHORS TO BE SPECIAL CONSTRUCTION. 4. MEGA -LUG MAY BE USED PER MANUFACTURERS REQUIREMENTS IN PLACE OF TIE RODS UPON APPROVAL OF ENGINEER. 45' BEND —.. TIE RODS WHERE APPLIES. CLEARANCE AT HUB MIN. 2-116 REBARS ASPHALT COATED STRAPS TIE ROOS WHERE APPLIES. MIN 2 REO'D • TIE DOWN ROOS MIN. 2-#6 THRUST BLOCK (SEE CHART FOR BEARING AREAS) PIPE MIN WEIGHT OF ANCHOR BLOCK SIZE 90' BEND 45' BEND 22 }' BEND 2" 1504 1501 150# 3" 900# 450# 1500 4" 1590# 9000 4500 6" 60400 23600 680# 8" 12.280# 5740# 19601 NOTE. WEIGHT OF CONCRETE EQUALS 150#/CU. FT 45' BEND ONE PIPE LENGTH (MIN ) ANCHOR BLOCK (THRUST UPWARD SEE TABLE FOR SIZE) EXTEND BLOCK INTO SIDES OF TRENCH TIE RODS SIZE PIPE BEND p� MIN. LENGTH OF ROD 4" 90' 3/4" 22' 45' 3/4" 7' 22 i' 3/4" 2' 6" 90' 3/4" 35' 45' 3/4" 10' 22 }' 3/4" 3' 8" 90' 1" 48 45' 3/4" 14' 22 }' 3/4" 4. 12" 90' 11/4' 78' 45' 3/4" 22' 22}' 3/4' 6' ACTUAL LENGTH OF ROD TO BE SUCH .THAT STRAP CAN 8E PLACED BEYOND FIRST COLLAR OR HUB AT OR BEYOND THE MINIMUM LENGTH SHOWN VERTICAL BEND ANCHOR DETAIL WORD "WATER" ON COVER RECESS TOP OF VALVE BOX 1/80 TO 1/4" BELOW FINISH GRADE PROVIDE 5'-0" STEM IF CALLED FOR IN THE SPECIFICATIONS ADJUSTABLE C.I. VAL vE BOX 5" BARREL 2" COMPRESSION MATERIAL TO PREVENT ROADWAY SHOCK FROM BEING TRANSMITTED TO VALVE. SEE THRUST BLOCK DETAIL GATE VALVE CLASS 250 MAIN UNE GATE VALVES TO HAVE JOINTS SAME AS WATER MAIN OR AS SPECIFIED FOR MAIN UNE FITTINGS. GATE VALVE DETAIL N T , EXTEND OUT OF ROADWAY PLAN 12" PIPE & SMALLER ;ALVANIZED CAP 2' GALVANIZED COUPLING 2" GALVANIZED PIPE 2 CU. YD. OF GRAVEL FINISH GRADE COMPLETE BOX & ASSEMBL ARCH PATTERN WITH FOOT PIECE. CURB STOP 1" CORPORATION STOP 1" COPPER PIPE TWO 1/4"o DRILL HOLES 90' BEND NON- METALIC INSULATED COUPLING ELEVATION BLOWOFF DETAIL T ORIENT PUMPER rt r u CONNECTION TOWARDS STREET UNLESS OTHERWISE SPECIFIED TRAFFIC FLANGE THRUST BLOCK V(� NOTES 1 ALL JOINTS FROM MAIN TO HYDRANT SHALL BE HARNESSED MECHANICAL JOINTS OR FLANGED JOINTS. 2. HYDRANT. VALVE & FITTINGS TO BE 250 PSI RAEU. 3. POLYTHYENE WRAP (WHEN REQUIRED) SHALL CCAR ASSEMBLY FROM HYDRANT BASE TO WATER MAIN 4. ALL HYDRANT LEAD PIPING TO BE 0 1 P / •.///r 1 M me RECESS TOP OF VALVE BOX 1/8" TO 1/4' BELOW FINISH GRADE ADJUSTABLE VALVE BOX AUXILIARY GATE VALVE (NORMALLY OPEN) 6" FL x MJ GATE VALVE 1/2 CU. YD. GRAVEL DRAIN MATERIAL SET HYDRANT ON 8"x 18"x 24" CONCRETE OR STONE SLAB PROVIDE A MINIMUM OF (3)-3/4"o TIE RODS. ASPHALT COATED MJ X MJ X FLA GED TEE SET VALVE ON 8-x 8"x 16" CONCRETE OR STONE SLAB FIRE HYDRANT ASSEMBLY_ INSTALLATION DETAIL N.' 3 6' STEEL POST, 3' ABOVE — GROUND. POINTED BLUE LOCATE NEW CURB BOX 12' ON STREET SIDE OF PROPERTY UNE EXCEPT WHERE SIDEWALK 15 ON PROPERTY LINE, THEN LOCATE CURB STOP 12 BEHIND BACK OF WALK. FINISH GRADE ELEVATION CURB STOP ADJUSTABLE BOX ARCH PATTERN w/FOOTPIECE CORPORATION STOP 4 7 n aJ 0 O U PROVIDE GOOSENECK FOR EXPANSION & CONTRACTION TYPE "K' COPPER TUBING (CONTINUOUS) —FL x FL CURB STOP & COUPLING ALL BRASS STRAP & SADDLE — WATER MAIN 1— SERVICE LINE EXTENSION TO HOUSE OR EXTENSION METER & VAULT, METER INSTALLATION BY OTHERS. USE DIELECTRIC UNION IF GALVANIZED IRON PIPE `—SET CURB STOP ON MASONRY SUPPORT WATER SERVICE CONNECTION DETAIL N T71 -5.5 FT MIN DEPTH OF COVE NOTES 1. PAVEMENT REPLACEMENT SHALL MEET EXISTING THICKNESSES AND KIND WITH THE FOLLOWING MINIMUMS: ASPHALT SURFACING a 3" MIN., AGGREGATE BASE COURSE = 15" MIN. 2 IF WATER MAIN IS NOT UNDER ROAD SURFACE. REPLACE TOP ONE FOOT OF TRENCH WITH TOPSOIL AND REVEGETATE. VARIES 12" (TYP.) -•" TOPSOIL } z 7 Bc + 18" EXISTING ASPHALT TO BE SAWCUT (TYP.) DEPTH OF ASPHALT & BASE COURSE COMBINED IS 18" SLOPE TRENCHWALLS FOR SAFETY PER CURRENT OSHA & COSH REOUIREMENTS SELECT MATERIAL COMPACTED TO 95% IF LOCATED IN ROADWAY EASEMENT COMPACTED TO 90% IF LOCATED IN OTHER EASEMENTS. LOTS OR SPACES, CLASS 6 AGGRE- GATE BASE COURSE WILL BE REO'D. IF THE ENGINEER DETERMINES THAT THERE IS NO SUITABLE SELECT MATERIAL ON- SITE, CLASS 6 AGGREGATE FROM BOTTOM OF TRENCH TO 12" ABOVE PIPE EASEMENT. COMPACTED TO 95% TRENCH SUB -GRADE MUST BE COMPACTED TO 95% STANDARD PROCTOR TRENCH CROSS SECTION N 3. \WATUET NO DATE REVISION BY HIGH COUNTRY E-NGINEERINCL PC. 923 COOPER AVENUE GLENWOOD SPFIJCB, CO 81601 (303) 945-8676 DAKOTA PARTNERS LLC GARFIELD/EAGLE COUNTY. COLORADO DAKOTA SUBDIVISION WATER LINE DETAIL SHEET DES. TPB ICK. ='LE NO. 93097.04 DR HMS DATE 7/18/.44 SHEET 18 OF 2c MAX TRENCH N1DTH UMIT OF SLOPING OR BENCHING OF \\ TRENCH WALLS j;� \\I n 1/4 Be, 4" MIN.J B - PIPE OD FIGURE 1 15" DIA. & SMALLER Bd a MAX TRENCH *DTH TRENCH BACKFILL HAND TAMPED IN 6' UFTS CLASS 6 AGGREGATE BASE COURSE AND TAMPED BACKF1U. (TYP. FlLVTRE 1 H CFIONDI 2 H IDEAL TRENCH CONDITIONS FOR SIZES 18" AND LARGER z 3 Y • • Ye Be• a PIPE 4 • 2 1 1/4 Bt. 6" MIN. -1 FIGURE 2 18" DIA. & LARGER FOR SIZES 18" AND LARGER FIGURE 3 ROCK EXCAVATION FIGURE 4 UNSTABLE SUBGRADE CONDI TION SUB DRAIN (6' DIA MIN.) 1" TO 1 1/2" ROCK LARGE STONES BROKEN CONCRETE, ETC. IF REO'D FIGURE 5 SUB DRAIN NOMINAL DIAMETER MAX. TRENCH WIDTH AT A POINT 12' ABOVE PIPE 33" & SMALLER 38" & LARGER B = Bt. + 16" B = Bt. + 30" NOTES: 1. BELL HOLES SHALL BE EXC/VATED AT ALL BELL & SPIGOT JOINTS. CLASS "B" BEDDING REQUIREMENTS WATER OR SEWER MAIN (TYPICAL REQUIREMENTS) N.T.S. W 2 0 0 J FINISH GRADE 3' FULL BODY WYE FOR NEW CONSTRUCTION WYE SADDLE FOR EXISTING SEVER MAIN MIN. GRADE 21t (1/4" PER FOOT) 45' BEND STAINLESS STEEL STRAPS FOR SADDLES (2 EACH SADDLE) STEEL POST DIRECTLY OVER PLUG, PAINT GREEN REMOVABLE STOPPER NOTE: WHEN MAIN IS AT EXCESSIVE DEPTH, SERVICE MAY CONTINUE UP AT 45' TO MIN. DEPTH OF 9' THEN CONTINUE AT ALLOWABLE SLOPE TO DWELLING UNIT SEWER LINE CONNECTION AT SEWER MAIN N. T.S LIMIT OF SLOPING OR BENCHING OF TRENCH WALLS B = MAX TRENCH WIDTH DENSITY COMPACTED BACKFILL /. NOMINAL DIAMETER MAX. TRENCH WIDTH AT A POINT 12" ABOVE PIPE 33" & SMALLER 36" & LARGER B = Ba. + 16" 8 = Be, + 30" NOTES: BELL HOLES SHALL BE EXCAVATED AT ALL BELL & SPIGOT JOINTS. 2. CLASS "C" BEDDING MAY ONLY BE USED UPON APPROVAL OF CHIEF ENGINEER OR HIS APPOINTED REPRESENTATIVE. LIMIT QF SLOPING OR BENCHING OF TRENCH WALLS 1. rases N' IF, .r eed /// N = PIPE OD FIGURE 1 SHAPED SUBGRADE Bo - MAX TRENCH WIDTH SHAPED TO FIT BOTTOM QUADRANT OF PIPE NOMINAL DIAMETER MIN. c 18" & SMALLER 2- 21" TO 36' 3" 42" & LARGER 4" DENSITY COMPACTED BACKFILL 2 2 COMPACTED \ GRANULAR MAT'L .0 ••ice / /\'o +/, = PIPE 00 FIGURE 2 GRANULAR FOUNDATION d CLASS "C" BEDDING REQUIREMENTS WATER OR SEWER MAI N (USE ONLY */ENGINEER'S APPROVAL) N.T.S. PROVIDE /5 CONnNOUS BARS AT FOUR CORNERS .4 TIES 0 16" O.C. ALL -THREAD ROD (EACH SIDE) IF REVD FOR TES TO BENDS 2" CLEAR (TYP ) / BACKFILL OVER MAIN v v ,/X/X/, , CONCRETE PLACED GN COMPACTED SOIL TWO SIDES OF ENCASEMENT TO BE FORMED CONTINUOUSLY SEWER MAIN CONCRETE ENCASEMENT FOR SEWER MAIN N T.S. CHANGE IN PIPE SIZE JUNCTION MH ALIGNMENT CHANGE RECESS MANHOLE UD 1/8" TO 1/4" BELO* FINISH GRADE K 2 6 U sin— 2 CONCRETE MOR TOR CONCRETE BASE CAST IN PLACE (3000 PSI MIN.) 24' OPENING IN TOP (ORIENT OVER BENCH) TYPICAL INVERTS WORDS 'SANITARY SEWER' ON COVER 24"C.I. M.H. RING & COVER x 2 SLOPE 1"-3'��, ASPHALT BASE COURSE 3 REINFORCED CONCRETE GRADE RINGS (MIN.) W1 TH 6" WALL CAST IRON OR ALUM. MANHOLE STEPS. POSITION OVER SHELF IN VERTICAL UNE AT 15" o.c. MAX. ECCENTRIC CONE REINFORCEMENT (ASTM -C 478) RUBBER 0 -RING OR FLEXIBLE MANHOLE SEAL, GROUT SEAL NOT ALLOWED FLEXIBLE PLASTIC SEALING COMPOUND (RAM-NEK) AT ALL JOINTS N v 1 MANHOLE I.D. + 16" TYPICAL MANHOLE SECTION SECTION INVERT ELEv. Qui SHOWN ON PROFILE PIPE I.D. MANHOLE I.D. 18" & SMALLER 4.- 0" 21' TO 480 5'-0" NOTES: 1. MANHOLE BARREL MINIMUM DIAMETER SMALL CONFORM TO TABLE. 2. 3. 4. 5. EASE REBAR- EACH WAY, 3" GROUND SHAPING FOR SMOOTH MANHOLE INVERTS MAY BE DONE BY FORMING OR SHAPING WITH CEMENT MOR TOR. THE MANHOLE STEPS SHALL BE SIMILAR AND EQUAL TO ALCOA ALUMINUM CO. NO. 126538. PRECAST SECTIONS TO CONFORM TO ASTM C-478 PIPE GASKET REQUIRED AT MANHOLE WALL. /4 0 12" OC CLEAR FROM TYPICAL MANHOLE DETAIL N.T5. SEPARATION OF WATER AND SEWER MAINS 1. PARALLEL INSTALLATION: A. NORMAL CONDITIONS --WHENEVER POSSIBLE. MAINS SHOULD BE LAID AT LEAST TEN FEET HORIZONTALLY FROM ANY SANITARY SEWER, STORM SEWER OR SEWER MANHOLE. THE DISTANCE SHOULD BE MEASURED EDGE -TO -EDGE. 8. UNUSUAL. CONDITIONS --WHEN LOCAL CONDITIONS PREVENT A HORIZONTAL SEPARATION OF TEN FEET. A WATER MAIN MAY BE LAID CLOSER TO STORM OR SANITARY SEWER PROVIDED THAT: I) IT IS LAID IN A SEPARATE TRENCH. 2) THE ELEVATION OF THE CROWN OF THE SEWER IS AT LEAST 18 INCHES BELOW THE INVERT OF THE WATER MAIN. SUCH SEPARATION SHOULD BE OF UNDISTURBED OR COMPACTED EARTH. 3) WHERE THIS VERTICAL SEPARATION CANNOT BE OBTAINED, THE SEWER SHOULD BE CONSTRUCTED OF MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS OF CONSTRUCTION. CROSS INGS: A. NORMAL CONDITIONS --WHENEVER POSSIBLE, WATER MAINS CROSSING OVER HOUSE SEWERS. STORM SEWERS, OR SANITARY SEWERS SHOULD BE LAID TO PROVIDE A SEPARATION OF AT LEAST 18 INCHES BETWEEN THE INVERT OF THE PRESSURE WATER MAIN AND THE CROWN OF THE SEWER. 8. UNUSUAL CONDITIONS --WHEN LOCAL CONDITIONS PREVENT A VERTICAL SEPARATION AS DESCRIBED ABOVE, THE FOLLOWING CONSTRUCTION SHOULD BE USED. 1) SEWER PASSING OVER OR LESS THAN 18 INCHES UNDER WATER MAINS SHOULD BE CONSTRUCTED OR MODIFIED USING ONE OF THE FOLLOWING METHODS: o) ONE LENGTH OF PIPE AT LEAST 18 FEET LONG CENTERED OVER OR UNDER THE WATER MAIN. JOINTS BETWEEN THE SEWER PIPE AND THE SPECIAL PIPE SHOULD BE ENCASED IN A CONCRETE COLLAR AT LEAST 6 INCHES THICK AND EXTENDING AT LEAST 8 INCHES EITHER SIDE OF THE JOINT. b) CONCRETE OR VITRIFIED CLAY SEWER PIPE WITH REINFORCED CONCRETE ENCASEMENT. ENCASEMENT SHOULD BE AT LEAST 6 INCHES THICK AND EXTEND A DISTANCE OF 10 FEET ON BOTH SIDES OF THE WATER MAIN. 2) WATER MAINS PASSING UNDER SEWERS SHOULD. IN ADDITION. BE PROTECTED BY PROVIDING, a) A VERTICAL SEPARATION OF AT LEAST 16 INCHES BETWEEN THE INVERT OF THE SEWER AND THE CROWN OF THE WATER MAIN. b) ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER TO PREVENT EXCESSIVE DEFLECTION OF JOINTS AND SETTLING ON AND BREAKING THE WATER MAINS. CLEANOUT (USE STANDARD WYE OR TEE FITTINGS. WITH THREADED PLUGS OR CAPS) TYPICAL APPROPRIATE ELL (IF REQ'D.) GROUND ELEV. LOCKING COVER FULL PORTED VALVE OF APPROPRIATE SIZE USE APPROVED CIRCULAR PREFABRICATED CONCRETE VAULT WITH LOCKING COVER VALVE BOX ASSEMBLY AND COVER SHOULD BE APPROPRIATE FOR LOADING CONDITIONS ANTICIPATED. OPTIONAL CONCRETE RING PROVIDE FOR ENTRANCE AND EXIT OF PRESSURE SEWER THROUGH WALLS OF VALVE VAULT AT ANGLES REQUIRED BY CHANGE IN DIRE- CTION. IF ANY FORCE -s MAIN 36" MIN. 12" MIN. THICKNESS GRANULAR MATERIAL BEDDING FOR PIPE SUPPORT AND LEACHING OF WATER 0 12 D 1 r - CLEANOUT (USE STANDARD WYE OR TEE FITTINGS. FULL PORTED VALVE WITH THREADED OF APPROPRIATE PLUGS OR CAPS) SIZE 4" FORCE MAIN TYPICAL VALVE BOX AND CLEANOUT ARRANGEMENT ALONG STRAIGHT RUNS AND AT CHANGES IN DIRECTION N.T.S. PERMA JOINT (ALL OTHERS *10 PERNA JOINT BUT WITH JUTE PACKING) SPECIAL REVERSE 'Y" FITTING B BEDDING MATERIAL UNDISTURBED GROUND CONCRETE ENCASEMENT TO BE A MINIMUM OF 6" THICK ALL AROUND DROP BOTTOM SECTION MAY BE POURED MONOLITHIC MATH MANHOLE BASE \\/ /`// /\\ PIPE I.O. A BCDE F C H 8' 60" 26" 34' 18" 210 4-1/2" 8' 4-5/8" 10" 60" 20' 40" 21" 21' 5-1/8' 9' 5-1/2" 12" 60' 18' 42' 24" 21' 5-7/8" 10-3/4" 5-7/8' 15" 78" 38" 50" 30' 24' 7' 12-1/2" 7-3/4" SPECIAL 90' ELBOW NOTE: CONCRETE GROUT INVERT IN SHOWN ON PROFILE CONCRETE GROUT STANDARD 45' CUT CURVE SECTION PRECAST MANHOLE BARREL SECTION DROP INVERT SHOWN ON PROFILE 1. V1 T. CLAY PIPE & FITTINGS (ASTM C-200) SHOWN DETAILS SIMILAR FOR CONCRETE PIPE (ASTM C-14 AND C-76). 2. FOR PAYMENT PURPOSES; ALL FITTINGS, PIPE, CONCRETE ENCASEMENT SHALL ENCLUDED IN THE COST OF OUTSIDE DROP 3. DIAMETER OF DROP SHALL NOT BE LESS THAN THE UNE PIPE DIAMETER. 4. OUTSIDE DROP SHALL BE CONSTRUCTED NHEN DROP INTO MANHOLE IS 2'-0" OF GREATER. OUTSIDE DROP MANHOLE CONSTRUCTION N.T.S. \SE WOE T LOCKING COVER SEWAGE AIR ! RELEASE VALVE 2 INCH SHUT OFF VALVE 2 INCH MINIMUM CLEARENCE THREADED TEE TO SUIT INLET S P 4t BACK FLUSHING HOSE APPROVED PRE- FABRICATED CONCRETE VALVE BOX «y Litz x t.; FORCE MAIN AUTOMATIC AIR RELEASE_ ARRANGMENT N.T.S 1 INCH BLOw OFF VALVE GRANULAR MATERIAL (12" MIN. DEPTH) PRESSURE SEWER MAIN OR COLLECTOR N0. DATE REVISION BY 4101+. ner 1 H3C]H COUNTFIY ENCVNEERINQ NC. 923 COOPER AVB4E OLBVWOOD MINOS, 00 81001 (383) 948-8676 DAKOTA PARTNERS LLC GARFIELD/EAGLE COUNTY, COLORADO DAKOTA SUBDMSICN SEWER UNE DETAIL SHEET DES. TPB CK. DR. HMS DATE 7/8/94 FILE NO. 93097.04 SHEET 19 OF 20 \\ / I\ C-_ k \ i Ly r L�r n L D\\L FUTURE P.U.D. / !MO MN IST ROAD --ate - PU5LIC (SEASEMENT R/G/UD / K. r�4N I NG L �N / Fdcr41T qE Wd-rLANDS Nli \S s ( OPEN lie I 7Y Cf / 10,0A /01/ z 117 t N PON b gussutkft 538•08104" W 158.25 Mlb-VALLEY METRO. DIST. C. 0, 84AL- 1'39 N 816"C 5INGLE FAMILY 9.5 Ac... LOTS UNITS TOWN ROM E-5 11.07IAc. I 50 TENTAL AREA 2.8. 571A6.. 15 64 LAN IJ SCARE. LEG CN GAKEI 2 -Lb COUNTY EAG LE COUNTY LE COUNTY • 50 o Jejsocioebr N.4 7\\ -T KEC- DECIDUOUS SUSHES To 10' REQUIKEM (-NTS (MIN, PER 5-r LOT) size N 0. to' TALL 3 21/e2 DIA bcbicArEti OPEN 5PA REVISIONS s 6 - DRAWN BY 1 or SPIKING cr- 00 DAKOTA 5J5DIVISION PRELIMINARY PLAN LAND SCAPE PLAN ISOM & ASSOCIATES JOB NO. DATE ro 10() 0 50 GRAPHIC SCALE I00 200 400 ( IN FEET ) I inch = 100 (t A PARCEL OF' LAND `r.7 FINAL PLAT DAKOTA SU HDIVISION SITUATED IN LOTS 4 & 6, THE NW 1 /4SE 1 /4, THE S 1 /?NE 1 /4 & IN THE SE 1 /4NW 1 /4NE 1 /4 OF SEC. 33, S., R.87 W., OF THE 0-- •+VDE 15' PEDESTRIAN EASEMENT HV'X HOLY CROSS ELEC. ASSN. HVCE N 89'39'16" E .'S IRRIGATION EASEMENT 8779 iSt_ 195 \ 1308.84' rr 1 0.00 Q 0 Z 3 LA1 6TH P.M. COUNTIES OF EAGLE AND GARFIELD, STATE OF COLORADO N MATCHLINE OP HVOE •v HVOE • N. 0 co a 332'- - - . 15' LTILITY, PED. (EASEMENT \ EASE ANIGN BLK \ LOT 1 ,\ L4� �_�\\ ?52.5 r 120 OC' 73.00' _ LC24 _ N B9'39'16' E DAKOTA COURT 2'954 r- r---1 ! S BLK 2 . I LO F 3 BLIs 2 ; O A LOT 4 I ap IR SEAEroi$ •I 1 SF r• ( f N 1 \ \ I 1 S.g qi7,. JZ J \ - 133 LIMITS OF 11 100 YEAR FLOODPLAIN r1 \404. sr., \ /?.1:5 BLK 2 LOT 5 SF BLK 2 LOT 7 SF /TO' rtiMGATTON EASEMENT J 30' u nu'Y EASEMENT M," 0 0 TRACT A 7.11.2 FUTURE 50 UNIT MULTI -FAMILY DEVELOPMENT 1133' UTILITY AND ROAD E INGRESS/EGRESS / EMERGENCY ACCESS & DRAINAGE EASEMENT 1HE PORTION OF THE 50' ACCESS AS DEFINED IN RECEPTION NO. 451468 OF THE GARFIELD COONTY CLERK ANC RECORDERS OFFICE THAT LIES IN GARFIELD COUNTY 15 TO BE SUPERCEDED BY TRACT C (INGRESS/EGRESS EASEMENT). TRACT B ----OPEN SPACE EXISTING OVERHEAT UTILITY TC BE (\I RELOCATED i / 0 U DAKOTA DRIVE, DAKOTA COURT & DAKOTA LANE ARE INGRESS/EGRESS. EMERGENCY. ACCESS. DRAINAGE AND UTILITY EASEMENTS E DETAIL "A" IS SHEET t/Ct TRACT B OPEN SPACE T.P.O.B. -TIE FROM SE COR. SEC. 33 N '22'10" W 3300.72' 4' .` \\ �\ \ N. N. N. 60 ACCESS BLUE LAKE TO J O?O. \ \ \-�, ��APNnE n RFC No 506461 11. _ �__\ \ \ SE C SEC 33 � � \ IIGH COUNTRY ENGINEERING, INC. -- DETAIL "A" SCALE. -5 MID -VALLEY METRO DIST. 72. 38, NI 0 0 03 • CONSULTING ENGINEERS AND SURVEYORS 923 COOPER AVENUE GLENWOOD SPRINGS, COLORADO 81601 (303) 945-8676 N 89'42'51" E N 00'39'52" E OS 237.95' MATCHLINE Ma 0" tri T LOT AREA (5.F.+\-) 1 43.341 0024 2 20.762 0022 3 20.942 0020 4 25.929 0018 5 34,165 0016 E 34,782 0014 7 36,269 0012 8 22,467 0011 9 20,681 0015 10 20.640 0017 11 22,237 0019 12 21,288 0021 13 16,099 0023 14 28,740 0025 TRACTS A B C D EAGLE COUNTY LAND USE SUMMARY ADDRESS BLOCK 2 DAKOTA DAKOTA DAKOTA DAKOTA DAKOTA DAKOTA DAKOTA DAKOTA DAKOTA DAKOTA DAKOTA DAKOTA DAKOTA DAKOTA COURT COURT COURT COURT COURT COURT COURT COURT COURT COURT COURT COURT COURT COURT 368,342 TOTAL 5.F. = 8.455 ACRES t 760.544 32,315 45.297 38.094 DAKOTA DRIVE DAKOTA COURT LAND USE SF SF SF SF SF SF SF SF SF SF SF SF SF SF MF/05 OS ACCESS ACCESS 876.250 TOTAL S.F. - 20.115 ACRES t 726.737 TOTAL S.F. = 16.729 ACRES ± TOTAL 45.301 ACRES t SF DP MF 0 0 • VICINITY MAP LEGEND SINGLE FAMILY DUPLEX MULTI -FAMILY HIGHWAY MONUMENT REBAR & CAP. LS 11204 RE9AR & CAP. LS 12420 RE9AR & CAP. LS 14111 REBAR & CAP. LS 19598 SCALL I'.;0 I �L .�, , 1 ir at . �. ' , LINE 1 DIRECTION CURVE I DISTANCE CL2 ,.. - ‘ f... it. -_y-, , , - • -ti , 1 1 IIC 1 • ' t�1 15'52.34" 111 LY;1)•. •3 ► I A • �• v. \ ...., -- ..... , r���♦� 4•1 ' ire.. •,, j N --�j). '/ / I A . 1-7---...,-- P. e" A LI 91.02' 213.65`- L3 N - PL1 N 02'26'55' E 5.00' PL2 N 05'38'15" SF DP MF 0 0 • VICINITY MAP LEGEND SINGLE FAMILY DUPLEX MULTI -FAMILY HIGHWAY MONUMENT REBAR & CAP. LS 11204 RE9AR & CAP. LS 12420 RE9AR & CAP. LS 14111 REBAR & CAP. LS 19598 SCALL I'.;0 93097.04 \93097PL2 7/08/94 SHEET 3 OF 19 LINE CHART CURVE CHART LINE 1 DIRECTION CURVE I DISTANCE CL2 N 49'3432 W 18.44 CL3 N 15'52.34" E 26.22' L1 5 38'08'04' W 158.25' L2 N 53'40 18' w W 91.02' 213.65`- L3 N 54'22x4 PL1 N 02'26'55' E 5.00' PL2 N 05'38'15" E 50.00' 93097.04 \93097PL2 7/08/94 SHEET 3 OF 19 CURVE CHART CURVE RADIUS LENGTH TANGENT CHORD I BEARING DELTA Cl 2964.79' 799.59' 402.24' 797.17' N 63'29'53' w 15'27'09' CCI 110.00' 237.83' 206.36' 194.14' N 25'36'42' W 123'52'46' CC2 350.00' 231 98' 120.43' 227.76' 5 68'33'49' E 37'58'32' CC3 750.00' 326.24' 165.74' 323.68' N 62'02'14" W 24'55'24' CC4 250.00' 365.59' 224.26' 333.87' 5 32'36'21' E 83'47'10' CC7 1525.00 169.83' 85.01' 169.75' S 87'09'18' E 06.22'51' CC8 400.00' 202.78' 103.62' 200.62' N 75'49.20' W N 78'02'10' w 29'02'47' 24'37'08" CCBA 400 00 171.87 87.28 170.55' CCSB 400.00' 30.91' 15.46' 30.90' N 63'30'46' W 04'25'39' CC9 500.00' 233.39' 118.86' 231.28' 5 74'40'17" E 26'44'41" CC10 500.00' 109.28' 54.86' 109.06' N 06'16'01' E 12'31'22' CC11 250.00' 166.37' 86.40' 163.32T S 19'04'12" W 38'07'44" CC12 500.00' 110.34' 55.40 110.12' N 31'48'45' E 12'38'39" CC13 500.00 83.90' 42.05' 83.80' N 20'41'00' E 09'36'51" LCI 50.00' 25.15' 12.85' 24.88' S 69'33'23' W 28'49'00' LC2 1550.00' 13.62' 6.81' 13.62' S 84'12'59' E 00'30'13' LC3 1550.00' 105.23' 52.63' 105.21' S 86'24'47' E 03'53'23" 104 1550 00' 53.77' 26.89' 53.77' S 89'21'06' E 01'59'15" LC5 375.00' 51.84' 25.96' 51.80' N 86'23'06" W 07'55.16" LC6 375.00' 120.64' 60.84' 120.12' N 73'12'30' W 18'25'55' LC7 375.00' 17.63' 8.82' 17.63' N 62'38'45' W 02'41'36' LC8 525.00' 57.91' 28.99' 57.88' S 64'27'33' E 06'19'13" LC9 37.50' 57.45' 36.07' 51.99' N 23'43'51" W 87'46'36' LC10 475.00' 44.21' 22.12' 44.20' N 22'49'26' E 05'19'59' LC11 525.00' 57.37' 28.71' 57.34' N 22'21'36' E 06'15'38' LC12 37.50' 52.60' 31.67' 48.39' S 59'24'46' W 80'21'57' LC13 525.00 70.00 35.05' 69.95' S 84.13'27' E 07'38'21" LC14 50 00' 36.14' 18 90' 35.36' N 67'20'20' W 41'24'35' LC15 50.00' 51.10' 28.04' 48.91' 5 75'54'49' E 58'33'32' LC16 50.00' 66.32' 39.06' 61.57' N 36'48'27" E 75'59'56' LC17 50.00' 50.41' 27.58' 48.30' N 30'04'23' W 57'45'44" LC19 50.00' 61.52' 35.34' 57.71r 5 85'47'46' w 70'29'57" LC19 50.00' 36.14' 18.90' 35.36' N 71'15'05' E 41'24'35" LC20 475.00' 93.85' 47.08' 93.70' 5 82'23'01' E 11'19'14' LC21 475.00' 127.87' 64.32' 127.49' 5 69'00'40' E 15'25'27' LC22 425.00' 44.05' 22.04' 44.03' N 64'16'06' w 05'56'17" LC23 425.00' 124.32' 62.61' 123.88' N 75'37'03" W 16'45'37' LC24 425.00' 47.09' 23.57' 47.06' N 87'10.18' W 06'20'53' LC25 1500.00' 103.52' 51.78' 103.50' 5 88'22'06' E 03.57'15' LC26 1500.00' 63.53' 31.77' 63.53' 5 85'10'41" E 02'25'36' LC27 15.00' 20.07' 11.86' 18.61' N 45'38'09" W 76'39'27" LC28 50.00' 72.16' 43.99' 66.06' N 48'39'03' W 82'41'15" LC29 50.00` 58.34 33.00' 55.08' 5 56'34'51' w 66'50'58" LC30 50.00' 31.82' 16.47' 31.29' 5 04'55'28' W 66'50'58' LC31 50.00' 36.51' 19.11' 35.71' 5 34'13'39' E 41'50'26" 0C1 140.00' 227.96' 148.29' 203.60' N 10'19'11' W 93'17'43' 002 525.00' 114.75' 57.60' 114.52' N 06'16'01" E 12'31'22' 0C3 225.00' 149.73' 77 76' 146.98' S 19'04'12' W 38'07'44" 0C4 525 00' 115.86' 58.16' 115.62' N 31'48'45' E 12'38'39' 005 80.00' 172.97' 150.08' 141.19' N 25'36'42' W 123'52'46" 006 375.00' 227.68' 117.47' 224.20' S 66'58'09' E 34'47'13" 007 725.00' 315.37' 160.22' 3'2.89' N 62'02'14' w 24'55'24" OCR 275.00' 402.14' 246 68' 367.26' 5 32'36'21' E 83'47'10' 0C9 37.00' 44.88' 25.67' 42.18' N 22'13'10" W 69'29'43' 0010 37.00' 53.67' 32.80' 49.09' N 54'04'58' E 83'06'33' 0011 375.00 r-20.87 10.44 20.87' 5 85'57'25' E 03'11'20' PCI 275.00' 27.56' 13.79' 27.54' 5 02'52'33' w 05'44'28' PC2 475.00' 103.82' 52.12' 103.61' N 06'16'01' E 12'31'22' PC3 325.00' 213.43' 110.73' 209.62' 5 68'23'22" E 37'37'39" PC4 775.00' 337.12' 171.27' 334.47' N 62'02'14' W 24'55'24' PC5 225.00' 329.03' 201.83' 300.48 N 32'3621 W 83'47.10' 93097.04 \93097PL2 7/08/94 SHEET 3 OF 19 aciA7eacec1/2 G • mLANDSGAPINCs 1:5441\1 5C-2ki 5: 1" • 40"-0" DAKOTA r" EADows DRIVE 7 i 1 AsoEN CLUMPS SPRUCE 4• TCB BUN -E8 NsN i 1 ItLL) L DSCAPIN SUP PU DATE 4-1047 REVISIONS: 3,.e, N.ontAte L 1 0370 9.nor Dr Ui+6 9 Oros 070427-0160 F0 W04274460 E -Mar Wanuea n.+ $s rt Cabr000 1t2' NN. \• ;._ -� • -1 \ Nip MC BLUE LAKE SUBDIVISION ICC GRAPHIC SCALE SO 100 200 4430 ( IN FEET ) 1 inch = 100 ft APPRCKNIATE &11.16 CREEK CRARNE1. RE10Cs9)ON SEE OETAIL STET FOR TYP SECTION i f MID VALLEY METROPOLITAN DISTRICT 4 0 Z O -may - i 1 I DRAINAGE 101 COUNTRY ENGINEERING, P C. 023 COOPER AVENUE GLENWOOD SPR JC , CO 81601 (303) 945-8676 NO DATE REVISION DAKOTA PARTNERS L.L.C. GARFIELD/EAGLE COUNTY, COLORADO DAKOTA SUBDIVISION GRADING DRAINAGE AND IRRIGATION PLAN BY DES. RDN CK DR. RDN DATE 7/18/94 FILE NO. 93097.04 SHEET 4 OF 20 0 0 z W jo ko at a IS 350.00' Er -2-34.98' CB = N 68'33'49" W C = 227.76' i -- 0 0 L 11 COO -RAW HIGHWAY #82 II \ 11 I l 1 11 Il 11 11 it'd Il = 24'55'24" R = 750.00' T = 165.7 24' CB - N 62'02'14" W C = 323.68' t^Z o `,ous tp 0 o .03 N • 3'47'10" 250.00' T = 224.26' L = 365.59' CB r N 32'36'21" W C = 333.87' MATCH EXISTING ASPHALT & BEGIN DAKOTA LANE CONSTRUCTION C = 1+78.98 1 11 N 2531.39 1 E 291.82 1 N 87'33'05" W 16.30' t^y r fid, On oc 6400 6390 6380 6370 6360 T 2v..36' \ t ' 23 .: 3' 01�C+c1 454 \=\�26'42" W • .1 \\ \\\ \� \\\\\ \ \\; X 01 W co k N 49'34'32" W 18.44' 300.00' VC PVI STA = 6+50 .Q —1 e 0 o 0949 \ \ 40 co GRAPHIC SCALE 0 20 40 B0 140 ( IN FEET ) 1 inch = 40 ft_ 2 0 h 2 +i 0 t0 B O tl) M n m M W x r PROPOSED GRADE -1.40% > m M W 0 Lai EXISTING GRADE -1.00% 300.00' VC PVI SIA = 7 i+( ii 6400 PVI ELEV = 6378 53 - 6390 SCALE: 1" = 40' HORIZONTAL 1" = 10' VERTICAL 1+00 2+00 3+00 4+00 5+00 Pe)0 el rct OD 03 00 0ren to 00 tT •N '-to Otp 0M ♦er oi en M01 rn03 eco ntIr °R o ,Roa'o 00°0 nro enCO IA °Roo to• m o� 0NMD Ore for ti.:Fri OtMD OrMO OtMD rere) I APPROX. EXISTING ELEVATIONS J/PROPOSED ELEVATIONS EVERY 50 FT. TYPICAL EVERY 50 FT. TYPICAL 6+00 to Nim to t0 7+00 8+00 9+00 10+00 11+00 12+00 Op O) NY M M M M M M M M M M 0p- nth 00 nth +0 oto oto rntfl 00 tot!) n0 CD to a0 <10 "t V: '1.t 04M oiM t''N N r- 0r CiO coo ntT 100 °rQi00 �W �a0 OD CO °�� °�ia0 $a0 PI 00 N. N. nn n r-- to M M to M m M m M tD to M to M tp M tp M ID M to M m M (0 tD to cD co tD tD c0 c0 co 0 10 CD DAKOTA LANE CENTERLINE PROFILE ,_EN71:UNE \ROADPP 1 _. 6380 6370 6360 NO. DA TE REVISION BY EIGI-I COUNTRY ENCSEERNQ INC. 923 COOPER AVENUE GLENWOOD SPRIGS, CO 81601 (303) 945-8876 DAKOTA PARTNERS L.L.C. GARFIELD/EAGLE COUNTY, COLORADO DAKOTA SUBDMSION DAKOTA LANE PLAN and PROFILE STA. 1+00 TO STA. 13+00 DES. RDN CK. DR. HMS DATE 7/18/94 FILE N0. 93097.04 SHEE1 5 Of 20 lam A = 83'47'10" R = 250.00' T = 224.26' L = 365.59' CB = N 32'36'21" W C = 333.87' 1z) cn 0 2 0 1- SQ 6400 6390 6 3 h',.' 6370 tr CO r 3\OSER 1l OONF1 O AAAA MU��18EAf1NAJZED A ONIE. '2' DENDDAKOTA AKO AL nos 4410 GRANDE `FROAD GR ASL ACCESS N to . N. tD t''1 t0 APPROX. EXISTING ELEVATIONS--/ EVERY 50 FT TYPICAL to (p INin n N t0 to t0 PROPOSED ELEVATIONS EVERY 50 FT. TYPICAL DAKOTA DRIVE CENTERLINE PROFILE CENTERLINE STATIONING 6400 6390 6380 6370 6360 uvirt ACCESS RO 40 0 GRAPHIC SCALE 60 16C i ( IN FEET 1 1 inch = 40 ft \ROADP2 NO. DATE REVISION BY r -Fr> navmvr.:6s - - HIOH COUNTRY ENGINEERNQ PC. 923 COOPER AVENUE OLENWOOD SPS, CO 81601 (303) 945-8676 DAKOTA PARTNERS L.L.C. GARFIELD/EAGLE COUNTY, COLORADO DAKOTA SUBDIVISION DAKOTA LANE PLAN and PROFILE STA. 13+00 TO END DES. RDN CK. DR. HMS DATE 7/15/94 FILE NO 93097.04 SHEE' 6 \JE 20 300.00' vC PVI STA = 3+ClC1 PVI ELEV = € 378.53 o Ln + * °' O r: r 6t 30 END DAK P TA LANE 6375.36 U o w tu '4 w PROPOSED GRADE -0.96% J in w EXISTING GRADE 00 14+00 15+00 16+00 N to . N. tD t''1 t0 APPROX. EXISTING ELEVATIONS--/ EVERY 50 FT TYPICAL to (p INin n N t0 to t0 PROPOSED ELEVATIONS EVERY 50 FT. TYPICAL DAKOTA DRIVE CENTERLINE PROFILE CENTERLINE STATIONING 6400 6390 6380 6370 6360 uvirt ACCESS RO 40 0 GRAPHIC SCALE 60 16C i ( IN FEET 1 1 inch = 40 ft \ROADP2 NO. DATE REVISION BY r -Fr> navmvr.:6s - - HIOH COUNTRY ENGINEERNQ PC. 923 COOPER AVENUE OLENWOOD SPS, CO 81601 (303) 945-8676 DAKOTA PARTNERS L.L.C. GARFIELD/EAGLE COUNTY, COLORADO DAKOTA SUBDIVISION DAKOTA LANE PLAN and PROFILE STA. 13+00 TO END DES. RDN CK. DR. HMS DATE 7/15/94 FILE NO 93097.04 SHEE' 6 \JE 20 _ V---'..... — %� \ t f� r; =` -- ` \ BOK 1 J �� ' \� -` ^�� `'�- t_ _ __ --� YO \ \\ 1 (\��� �-� _ Jam— `f �'� \ �1 �� ,_1_ \ _` J/ N�O 3 _ l _ ~' ---\ '- r J �-� \ 1 2` 1 1 — \ \ \` \ \ \ j �- ` �� SE -ME �--8 \ _ Q `� \ '� 1' \ \ \-- - R,G ICC __ ' �'-' \ \ r_ lR \ _ \ ' S1\t • = 26'44' 41 » _ - 64 ` ` `` `, ` \ ��1� _ s� \ 10 '- -� — \ \ �` — -- -- baropf ---- E s^ems`_ �.- 90 �_ '__ _/~ �\ \ \ �, lr—`�i -` -, — \ -' CB .• \ �� T = 118.88' - - --=-2,33,39' = S 74' D'17"_� _ _ CL ck-� og 12 �— - — — �1� ��� J `- 0x39 . `` gi Aa g1 LK �_ _ \ \ / 2-31:2t_.,,„_ 16410 �Ul -p 5 N BOK B1 mZ o -` --'' Gtr 13x656\ �` \.in . _� LO \ �,4 \ 1 w ---,...L__:,0101/4074A pRtiVE �` N 3709.25 �� \. g�K \,. to - ~f 5. is 2 OiA r E itt.00 \ 8� ��� EASE- r _� �tA R� m •� \�\ SION w ` !� i1�111 ` 7 �� sl N.1 N v� IRR,Gf1/4\ c0 j—�r' 1 -7774 ` i5' v. _� ILL- Na.? m 6' 6 �� n ' � 5937 3.5 sty Z IL 01•0_ -°(-) rc) z --._ ____________ n . .; r) • ` 2 ^ - - 0 •• . Rio 2 a 34• ¢' - ~ �w \ \ Bl�n °\ �� _ a Z W l o o' 2 o,„ 46.50 -FL• h 2 IN , �� � f BL 2 ` ` �p� \ . n �` I, 0 �6 I�.29'02'47" ________->••-- \ \ � 1 5+&3 _-_1 �_ , _ 116 _ \i� ` _ 38 \3 �� 0 46 0' \ '` !� _^ �_ — --�-- -- _- 5'$8-0� - \ �� a \ 2 a ` 10+�. 'W f • \J; = S 75'49'20.1. ..� ` * + - \ 2aR "� \ \gam 3 _r- ' \ C - oo.s2' j[gjb�� - '1R -� 241, K \_ _ 1 . R �\ 1 , 2\ 2 ' _ _ - \ '"� '-c B� ( i� L� 1NSTj �® 'l I ` ANOLE PO41S. \a, = 06'22'51" R = 1525.00' T = 85.01' \ 1 _ lK 1 \\ L 2- _ �� _ s4c10 1 / cull: •1 G S S9 4 p5 ga2 CB =87918"E � cu \ ` i'/i- - :�4, t _fiC=9`7' O -- -o-in --a D • .0 0 20 GRAPHIC 40 SCALE 00 '60 200.00' VC ( IN FEET ) 1 inch = 40 ft PVI STA = 4+00 PVI ELEV = 6387.42 o • O PROPOSED GRADE (n - n r �- _ ,f -- -- _- -- -4 -0.40% 0 CD --tt�- � -- — 1 (3-� -� - CV N (n _ ' O 0+ CO U W > / 6400 F-4 Y rn 0 0; Z ; cp N V)w N > m c U > m - 4.15% _in -� - --- - 0 - c_ .i 01 O + rn N '� 0 d c0 EXISTING GRADE ;UL -OE -SAC, E V. = 640t.77 6400 6390 w O W 1111- r c0 N r7 (O W CCJ > W 13+63.56, CL ' )TA COURT. E4 6390 +0 fi CZ 2.60% - ' Cli 6380 __ -- 300.00' 6380 -- HIGH POINT ELEV HIGH POINT STA PVI STA PVI ELEV VC = 6403.47 = 9+23.63 = 8+00 = 6404.02 V'0 6370 SCALE: 1" = 40' 1" = 10' HORIZONTAL VERTICAL - SCALE: 1" = 40' 1" = 10' HORIZONTAL VERTICAL 6370 6360 6360 1+00 2+00 3+00 4+00 5+00 6+00 74-00 8+00 9+00 10+00 11+00 12+00 13+00 „1 t0 n F) tn 1 n N O O) N d N 0) CO W CO r'7 N N N N N N N N N I- CO c(n vim o(p CVN� a(p u, - �� 00 ad Od a0N (v0 In a) (�(O WI 40- nN OCO �� �co O MM in - c010 03r Oct .-_ in ♦� cD f` 01 *N cA� h� ♦M hM r;py reit YN MN N • h^ y, N1 N O QO n CO �� � 00 n 00 r�i� 01 OI Oc Ol S Q O .-1 O O p O O O O O pO N N to 'I) ID re) mN k0r") cn r7 cDn (OM to in corn c'OO rrn ccooM c'�OM torn < L� cccd bd IDD OC by �d caGO c0 'it COOd c0Od d d „�00 (0 CO (0 (0 (O (O (O (O (O CO CO (O CO CO (O CO (O c0 CO 0 Oce APPROX. EXISTING ELEVATIONS i \- PROPOSED ELEVATIONS EVERY 50 FT. TYPICAL EVERY 50 FT. TYPICAL DAKOTA COURT CENTERLINE PROFILE CENTERLINE STATIONING NO. DATE REVISION 8Y ten flet '` vEr DAKOTA PARTNERS L.L.C. GARFIELD/EAGLE COUNTY, COLORADO DAKOTA SUBDMSION ------aril HIGH COUNTRY ENGINEERING VC DAKOTA COURT PLAN and PROFILE 923 COOPER AVENUE GLENWOOD SPHINX co 81601 DES. RDN CK. FILE NO. SHEET 7 \ROADPP (303) 94.5 8678 DR. HMS DATE 7/18/94 93097.04 OF 20 O I xx '1-' \ \ i •I lte* ./.... f r 9 rj} 74.3 to 1 <O� % / ✓/ / / 3-' x 6�" x 43" ARCH CMP I SHt 16� 1 l 1 ` I I \ l 1 1 I r- _ �_ �_ / � ��. � N 15'52'34 E Zro1' s----- - � / /O.'$- 26.22 11 (II/ 1111,1/VEVECit5ROull41\-\DE81::4;4:A115.2.0iON — r� r. V / I o _, it l kiln A / O ',IP) 11 \ 1 cr, rim cp, 150. -- • �� g ` 1 `1 t_ `_ — -salligliniadittili" `'Pa0 - B+Op - tsa 4X�, �y�?4 �,Z 4, �.- �w it tt u 00 `u • �� : `` \ O - a II .r .i ��162— N J (0 i / i S 1 *QO c • ,' �9`�x�3�� = w . �� ' 7 J- S PC.: 6 • 1O9 A = 38'07'44" R= 250.00' T = 86.40' CO L = 166.37' r 11 twD 1 I I \ + CB = N 19'04'12" E Ivo VII., 42 f.' q 12'38139" o 1= 1 ,`.�" a}\6 6 Pj 2o69p E \ y N 1 :r 0 1+00 115.93 0 _ +d 1 ;. A. 1+00 DAKOTA DRIVE m STA. 3+97.46 DAKOTA LANE„--- 6-565S .� C = 163.32(T1 A\- ` 6y86 Ov\�' CB O J/ ��/ 1n \ � �F CP R 500.00' ' L 1510. �' ' N 31' 8'45' E C= 110.121 \ I +A II ' f I 1 �p J f ---st ( �D i w 0 = 09'36'51" R = 500.0' T 42.0 ' L 83,901 CB N 2O'41'00" C - 83.80' _--r• GRAPHIC 0 20 40 1 , t E I SCALE S0 I \ 1 •: t�‘ p0 ( IN FEET ) 1 inch = 40 ft N r- o0 W00 o c p- 0 .c O O `' O r• HIGH POINT ELEV = 6387.74 HIGH POINT STA = 6+46.10 PVI STA = 6+50 PVI ELEV = 6387.85 LOW POINT ELEV = 6387.17T. LOW POINT STA 8+04.82 PVI STA = 8+25 PVI ELEV = 6387.00 200.00' VC PVI STA = 10+OG PVI ELEV = 6389.00 o°• + + o — co pit > op i 2 - 0 1 i W 100.00' VC 100 00' VC 100.00' VC rn H o x N N PO - o6 LOW POINT LOW POINT ELEV = 6 S-TA = .42.29 86.64 - nV' (0 w N a W a ni a o _ 6400 a ce p II PVI .) PVI STA = 3+2- ELEV = 6386..0 o + ,� wI o + ,� 1`• + r� CO ^ + CO n rc o CO M 1" Mm ,,, > W • 67� 2 OU7e m q > U1 J r + t'p W W • 0 W (") W 0 W 'a' (~ 00 + in 00 ":► > m > > w > > .. 0 > w c> > > CO v > PROPOSED GRADE W o a U w ( Q > (ij 0 •. m ., -- _- - 6390 " a m ' > -� A-0.85% -- -0.49% 1.14% �� -- •�" EX I TING GRADE 0.42% S /�0y► - _ A� - - _ • _ CO 6380 6375 - - - 3-Att' x 4]' ARCH CMP _JCALC. 1" 1" = 46 I fORIZ6h = 10' VERTICAL TAL - 1+00 2+00 3+00 4+00 5+00 6+00 7+00 (D 0 N l• N at Ni rn r'1 d tt G r-- un Coo �opin O- �0.I-- iR0:7 o07 00 O.N 0e 0C ON [V !O c^ .91 00 OaD a0^ co 2ta `tS0 i0 ao^ 4^ mn 4r o3 ..,00 Aco Moo nao Moo e> c0 °,� *o3 0) c0 .,00 ACO r CO Aco DM Icrn IDM co in totn to en tDrn torn to PI torn to en torn on ID CO CO t0 t0 (0 (0 (D CO tD CO CO 10 APPROX. EXISTING ELEVATIONS I \— PROPOSED ELEVATIONS EVERY 50 FT. TYPICAL EVERY 50 FT. TYPICAL DAKOTA DRIVE CENTERLINE PROFILE - 8+00 9+00 10+00 11+00 (0 N d' to r` CO CO N crrn n— -7M ^00 on tDM X0(0 0(0 *0 41„; .0: r...: �r N wap °'O N ~ r CO hco Aco "co 00 °dao P0) nrn Dr,'rn nrn IvM to re) to re) IDM ,oM tDrn tDr7 tDr7 4otn t0 CO tD tO (0 ID t0 t0 12+00 0 -M ocO•N (0 4 .} 10 CENTERLINE STATIONING NO. DATE REVISION BY DAKOTA PARTNERS L.L.C. GARFIELD/EAGLE COUNTY, COLORADO DAKOTA SUBDIVISION I !_ - ` ilOil COUNTRY ENONEERINQ NC. 923 COOPER AVENUE DAKOTA DRIVE PLAN and PROFILE STA. 1+00 TO END GLENWOOD SPFiNC]B, CO 81601 DES. RDN CK. FILE NO. SHEET 8 \ROADPP (303) -�Z6 DR. HMS DATE 7/13/94 93097.04 OF 20 N 30' IRRIGATION\ & INACE EASEME - DRAINAGE EASEMENT 5 � EL ' wJ �L01 \ M. SSA 13 UsE A 5 R1AA 6368.0 8.03 A" _ ►5 1141. kt1114 6371303g31A5'A4 IN OU1 6 INV• 64 3459- E469 68 SLOPE 0.60% LOCA APP FUSU E E PATH OF M.N• E2 S1µ 63?2.66 n4 E? /RINV. IbOZ y36 INV4A-7 E14 q4 1 6• 45. BEND SEET te- St tF ET 8" /5 RENO tALt 1453354.03 M• E3 5 RIM' tps SI . 1NV�441.21 . 1 g62 11451 Alt g60`N' 51A 6+ OFF VALVE 1430/7 98 E �2 539�tz V. 58: 537i .23 E7 -E6 6RE55 EMERGE14C� 14 g54 88 E 214. ROAD 1NGRE5 U11L1SY PNO ASSY ASI �L.F• 1NSSAtSAR,EAPPURTENANCE/� ES 38 NE 2925 5 E �193?``4 20 011U EE 25' 5 BEND S AND PLUG W1 M 7 22 .1 IN S1t- 74 -.— Es • WO 0 slA RIM 6637 �0 t?3i4 0 N01E'. C EX15T NG1E55- sols, 1 E \ CASE 51 WAGOMp01HR ‘14 3--€3 PLUG 10.-51:545 09 11 t 808 0 294_ 204.e2 1 --... 11 \\ II EXIST/ p 11 FUTURE HicH1 \ W/ EX)gTINCROSS/NG WA TERUNE -__`.ST A 836- ". N \ ;ss.n <I/ CH N. II IIS - it N 13� //A y T N _. \114}i 1Ti T 50 GRAPHIC SCALE 0 25 50 100 OE T FM ETC G W ( IN FEET ) 1 inch = 50 ft. LEGEND OE NOTES: G ETC T OE W FM FM G• ETC EXISTING TELEPHONE EXISTING OVERHEAD ELECTRIC NEW WATER MAIN NEW GAS MAIN NEW ELECTRIC. TELEPHONE k CATV, COMMON TRENCH NEW FORCE MAIN NEW SEWER MAIN NEW FIRE HYDRANT NEW TRANSFORMER NEW GATE VALVE SPLICE VAULT I. THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED UPON UTILITY MAPS, OTHER INFORMATION PROVIDED BY UTILITY COMPANIES, AND ACTUAL FIELD LOCATIONS iN SOME INSTANCES. THESE UTILITIES. AS SHOWN, MAY NOT REPRESENT ACTUAL FIELD CONDITIONS, AND SOME LOCATIONS ARE UNKNOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATIONS OF UTILITIES PRIOR TO CONSTRUCTION. 2. ALL CONSTRUCTION TO BE PER CURRENT GARFIELD COUNTY AND MID VALLEY METROPOLITAN DISTRICT SPECIFICATIONS. 3. WATER MAIN TO BE CLASS 52 DUCTILE IRON PIPE AND HAVE A MINIMUM COVER OF SIX FEET, 4 SEWER MAIN TO BE SDR 35 PIPE, OR C-900 CLASS 150 (DR 18) PIPE AS NOTED. 5 MAINTAIN A MINIMUM CLEARANCE OF 10 FEET BETWEEN ALL WATER AND SEWER MAINS. 6. MEG -A -LUG RESTRAINT AND THRUST BLOCKS REWIRED AT ALL WATERLINE FITTINGS. 200 7. ALL UTILITIES, BOTH UNDERGROUND OR OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD, EXCEPT AS NOTED IN THE SPECIAL CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO, OR INTERRUPTION OF, SERVICES CAUSED BY THE CONSTRUCTION. 8. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO THE AREA WITHIN THE ARNOLD MEADOWS SUBDIVISION. THE CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNER INVOLVED. 9. ANY DAMAGE TO PRIVATE PROPERTY BY THE CONTRACTOR OUTSIDE THESE LIMITS WITHOUT THE PERMISSION OF THE PRIVATE PROPERTY OWNER OR THE ARNOLD MEADOWS SUBDIVISION WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 10. MAINTAIN 3 FT. MINIMUM BETWEEN GAS MAINS AND OTHER UTILITIES. NO. DATE REVISION BY ' HOH CouWTFrr ENGINEERING NC. 923 COOPER AVENUE DAKOTA PARTNERS L.L.C. GARFIELD / EAGLE COUNTY, COLORADO DAKOTA SUBDMSION MASTER UTILITY PLAN GLENWOOD SPRINGS, CO 81801 DES. (303) 945-8676 DR. PH CK. HP FILE NO. DATE 7/18/94 93097.04 SHEET 9 OF 20 \\\ Y -/0 6580 6 --____C. ,,,,,----„ -,._ `_ i a J = \\\� \ \ \ _\E :-Nr, ,__, - , _ C -c- , 10, _T 6510 6480 \\ \ \\ \ `E'er x °Era Ot{- Ov4� 1N 6 3 t #i:10.5,3Q9t G4. 4 \ INCL"- 15 �Lt( 2 \.-___ N 3990p7 E. \ J0i-4 -------*396113 *39670 At 450 inQsS \.��// a5' 9EN� �� Mc4T AU- 50 IPS � ' F 1' :4/ `N6 44 87 `1 I�I fs £ '352\ r� 1A \ H 82 70 SQA A 7895"o2...03- 63 RNV 636 /2g2� INV 'dui \\ V 23 IS £ 3 34 3 9 •S d_ 8 11- 4 1.1- 4 4S150 IPS LAN53876'59 3257 1 EASEMENT�� ON p P£ EX E IGA0 C:441 0 µA1NTPIPE AOE OVER N EG E2 Aa 66 637 t355 6361-- v 7 44 -0-5%4 0 H.1 . 81.00 SINE •e co STA 6364.8 4• 67 82184 Rpd.N IN 6564.67 EN -Le, INV. Phil 63544 %%V3615.0 E ` 9.10' Cfr N.P "- UNE UNE '8 -A4 t9 ,_M 4 RINV 6p 6 4 6 I4.4 tS 02 36102339\TO et` £t UFS 5 `E bN� (Yrs -94 MST At. t 1 44 Lf / 6374'9 4 9g slot. IN 636-‘64'I NOTES! orN0h. 1. THE LOCATIONS OF UNDERGROUND UTIUTIES HAVE BEEN PLOTTED BASED UPON UTILITY MAPS, OTHER INFORMATION PROVIDED BY UTILITr COMPANIES. AND ACTUAL FIELD LOCATIONS IN SOME INSTANCES. THESE UTILITIES, AS SHOWN. MAY NOT REPRESENT ACTUAL FIELD CONDITIONS, AND SOME LOCATIONS ARE UNKNOWN IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATIONS OF UTILITIES PRIOR TO CONSTRUCTION. 2 ALL CONSTRUCTION TO BE PER CURRENT GARFIELD COUNTY AND MID VALLEY METROPOLITAN DISTRICT SPECIFICATIONS. 3 WATER MAIN TO 8E CLASS 52 DUCTILE IRON PIPE AND HAVE A MINIMUM COVER OF SIX FEET 4 SEWER MAIN TO BE SDR 35 PIPE. OR C-900 CLASS 150 (DR 18) PIPE A5 NOTED 5 MAINTAIN A MINIMUM CLEARANCE OF 10 FEET BETWEEN ALL WATER AND SEWER MAINS. 6. MEG -A -LUG RESTRAINT AND THRUST BLOCKS REOUIRED AT ALL WATERLINE FITTINGS. 7 ALL UTILITIES, BOTH UNDERGROUND OR OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD, EXCEPT AS NOTED IN THE SPECIAL CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO, OR INTERRUPTION OF. SERVICES CAUSED BY THE CONSTRUCTION. 8. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO THE AREA WITHIN THE ARNOLD MEADOWS SUBDIVISION. THE CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNER INVOLVED. ANY DAMAGE TO PRIVATE PROPERTY BY THE CONTRACTOR OUTSIDE THESE LIMITS WITHOUT THE PERMISSION OF THE PRIVATE PROPERTY OWNER OR THE ARNOLD MEADOWS SUBDIVISION WILL BE THE RESPONSIBILITY OF THE CONTRACTOR 10. MAINTAIN 3 FT. MINIMUM BETWEEN GAS MAINS AND OTHER UTILITIES. -----7 T OE FM G ETC w T OE LEGEND T OE FM G ETC w ET. FM G ETC— FAA TC— A) .44 EXISTING TELEPHONE EXISTING OVERHEAD ELECTRIC NEW WATER MAIN NEW GAS MAIN NEW ELECTRIC. TELEPHONE & CATV. COMMON TRENCH NEW FORCE MAIN NEW SEWER MAIN NEW FIRE HYDRANT NEW TRANSFORMER NEW GATE VALVE SPLICE VAULT SERV Ptl-EE • GRAPHIC SCALE 0 25 So ICO 200 ( IN FEET ) 1 inch = 50 ft. ARNUTIL i NO. DATE REVISION BY HIGH COUNTRY ENOPEE FI NG, NC. 923 COOPER AVEMJE DAKOTA PARTNERS I.L.C. GARFIELD / EAGLE COUNTY, COLORADO DAKOTA SUBDIVISION MASTER UTILITY PLAN QLENW000 SPRINC6, CO 81601 DES. PH (300) 945-8676 CK. DR. HP DATE 7/18/94 FILE NO. 93097 04 SHEET 10 OF 20