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HomeMy WebLinkAbout2.0 PUD Preliminary PlansSHEET INDEX 81-EETNUMBER 1. 2. a 4 5. 6. 7. 8. 10. TI. 12. 13. 14 15. 18. 17. 18. 19. 20. 21. 22. 2a 24 25. 26. 27. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. 38A 40. 41. 42. 43. 44. 45. 46. PRELIMINARY DOCUMENTS ROSE RANCH PLANNED UNIT DEVELOPMENT GARFIELD COUNTY, COLORADO COVER SHEET PLAT COVER PLAT - BOUNDARY PLAT - BOUNDARY PLAT - LOTS PLAT - LOTS PLAT - LOTS PLAT - LOTS PLAT - TRACTS GRADING and DRAINAGE GRADING and DRAINAGE GRADING and DRAINAGE GRADING and DRAINAGE GRADING and DRAINAGE GRADING and DRAINAGE GRADING and DRAINAGE GRADING and DRAINAGE PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN - WATER TANK SITE GRADING and DRAINAGE PLAN GRADING and DRAINAGE PLAN GRADING and DRAINAGE PLAN GRADING and DRAINAGE PLAN ROAD A - PLAN and PROFILE STA NCO TO aroo ROAD A - PLAN and PROFILE STA [Hoo 10 BD ROAD B - PLAN and PROFILE STA. Iron TO Po ROAD C - PLAN and PROFILE 8TA Trop To So ROAD D and - PLAN and PROFILE ern }KO TO BD ROAD N and O - PLAN and PROFILE era Roo 10 Be ROAD 0 - PLAN and PROFLE era 14roo 10 27+00 ROAD H - PLAN and PROFILE an. 1400 To *goo ROAD 0 and H - PLAN and PROFILE o-D+oo To so H-16400 To BD ROAD I - PLAN and PROFILE nTA1+0010 Ew ROAD J - PLAN and PROFILE STA H00 TO END ROAD K - PLAN and PROFILE em. *ono Bo ROAD L - PLAN and PROFILE era two To PC ROAD M - PLAN and PROFLE erA110070 3D ROAD M - PLAN and PROFLE M.14001'0 BD GOLF CART PATH - PLAN and PROFILE STA 14001014+00 GOLF CART PATH - PLAN and PROFILE 3D. 14+00 TO PD COUNTY ROAD 109 REGRADING IN FRONT OF RAVINE MASTER UTILITY PLAN MASTER UTILRY PLAN MASTER UTILITY PLAN MASTER UTILITY PLAN MASTER UT1LTTY PLAN MASTER UTILITY PLAN MASTER UTILITY PLAN STREET NAIVE TABLE PUD MAP PRELIM/PHASE I FINAL PUT REVISED PRELIM/FINAL ROAD A RIVER EDGE ROAD RIVER BEND WAY ROAD B BLUE HERON WAY SILVER MOUNTAIN DRIVE ROAD C BEAR GRASS ROAD/BLUE HERON WAY/WILD ROAD CIRCLE WILD ROSE PRUE/ WILD ROSE COU ROAD 0 WHITE PEAKS LANE WHITE PEAKS LANE ROAD E MEADOW SAGE ROAD/ GAMBLE OAK CIRCLE N/A ROAD F MEADOW SAGE ROAD N/A ROAD G RIVER EDGE ROAD RIVER BEND WAY ROAD H RIVER EDGE LANE RIVER BEND WAY ROAD I RIVER EDGE ROAD RIVER BEND WAY ROAD J TAMORA DRIVE IRONBRIDGE DRIVE ROAD K BIG WING DRIVE MEADOW SAGE ROAD ROAD L RIVER EDGE ROAD RIVER BEND WAY ROAD M RIVER EDGE ROAD RIVER BEND WAY ROAD N RED BLUFF CIRCLE RED BLUFF COURT ROAD 0 LONG SHADOW UNE GAMBLE OAK LANE VICINITY MAP SCALE . ; . 2000' SHEET INDEX SHEET NUMBER 47. 48. 49. 50. 51. 52. 53. 54. 55. PROJECT LAYOUT TLE SEWER UNE MAIN RUN PLAN and PROFILE SEWER UNE MAIN RUN PLAN and PROFILE SEWER UNE MAIN RUN PLAN and PROFLE SEWER LINE MAIN RUN PLAN and PROFILE SEWER UNE MAIN RUN PLAN and PROFILE SEWER LINE MAIN RUN PLAN and PROFILE SEWER UNE 'A' and 'B' PLAN and PROFILE SEWER LINE 'C' and 'D' PLAN and PROFILE SEWER UNE and 'P PLAN and PROFILE MR 110 Mk6 MR IS TO 1.01 MK I2 TO MRV MK 1710 Mit 22 MK 22 TO MK 26 MK 26 TO MR 30 57. SEWER UNE 'If and 'I' PLAN and PROFILE 58. SEWER LINE 'J' PLAN and PROFILE 59. SEWER UNE IC and 'L' PLAN and PROFILE 660 SEWER LINE 'M' PLAN and PROFILE 61. WATER TREATMENT PLANT SITE LAYOUT 62. WATER TREATMENT PLANT DETAILS 63 WATER TREATMENT PLANT PROCESS SCHEMATIC 64 UFT STATION *1 DETAIL SHEET -ABOVE GROUND PUMPS UFT STATION *2 DETAIL SHEET -BELOW GROUND PUMPS 66 WATER TANK FOUNDATION PLANS AND DETAILS 67 MISCELLANEOUS DETAIL SHEET 68 WATER UNE AND MISCELLANEOUS DETAIL SF£ET 00 SEWER UNE DETAIL SHEET OFFSITE 70r HIGHWAY 482/COUNTY ROAD 4154 MPROVEMENTS 71. HIGHWAY 482/COUNTY ROAD *154 IMPROVEMENTS 72. HIGHWAY 482/COUNTY ROAD *154 IMPROVEMENTS 73. HIGHWAY 482/COUNTY ROAD *154 IMPROVEMENTS 74-A GARFIELD COUNTY ROAD *109 IMPROVEMENTS 74-a GARFIELD COUNTY ROAD *109 IMPROVEMENTS 74-C. CRI09 WDENDMG AT N. RIVER EDGE ROAD INTERSECTION} 74-D. CRI09 WIDENDINO AT IRONBRIDGE DRIVE INTERSECTION 74-E. CRIO9 WIDENDING AT S. RIVER EDGE ROAD INTERSECTION 75. GRADING and DRAINAGE PLAN - WESTBAMC GOLF COURSE 76. POTABLE WATER MAIN - OFFSITE 77. SEWER UNE FORCE MAIN - OFFSITE NOTE ALL SHEETS THAT HAVE BEEN SHADED BACK ARE NOT APPLICABLE TO THIS PLAN SET. REVISED PRELIMINARY PLAN 6\1\2003 OWNER: LB ROSE RANCH LLC 1007 WEST BANK ROAD GLENWOOD SPRINGS, CO 81601 (970) 384-0189 ENGINEER: HIGH COUNTRY ENGINEERING. INC. CONSULTING ENGINEERS AND SURVEYORS 1517 BLAKE AVENUE, SUITE 101 GLENWOOD SPRINGS, COLORADO 81601 (970) 945-8676 PLANNER= MIKE STAHELI. LB ROSE RANCH LLC 1007 WEST BANK ROAD GLENWOOD SPRINGS, CO 81601 (970) 384-0169 0050 5110 1001 ALL NEN 5e Mit 020175. TmT Le FON 7101 of TNAT 74. 110 10417(2 414m1OT. O 0.:7:0,0. sere OF Ov"400,2K 0.:i ♦PART p 04:300 (0334 42 >or es THE 077710 PLAT. 710 F70. 19091.40 59 IOW 1.07 . ram I.. Lae Silu N 5¢1010 4. 0. 70. 11, 22. r3, m, 10. n. 22. 55,12 a24 24 343. 1 0,a, 0457LMa5.5.• 0 5.0, 5. .11117 n:70510 7 mm3. 45440 04 40 Or CR 51014 edlv:er B EIM 100 PA 000 Cr 727:507, 4♦1[ 0' 1[0'40: 4:0 MICR 0' 3x0 D0K. AS 405,0'7 AS 0011010, 07710 w n ifx50(( 5 07.0 CC 52,5..'(11;'10. A,0, 4 176 IN 003. 450 AT in 0.5 a TrE WEIRD 0°NSa',00°105,50 7E5m95jp110 0 001¢ • 00751 p, 50111ftlSL,0* 6 5*10 N°' 50 AT ma 2m.71°E L7•2 V 1 A mann er 27.21 FEET; 1040 O. . 007CM 7 10 .47'23- 334.00 VEET TO A _ 765"M`yI°'09705 10 Su 5.[I334"°m' IN ¢:M ,¢ S00 07.0 51'11 «S07 (4100 024 1558.7 018111110 p 1•,0 C 5e 0.77.7 70/40, 0.515551¢70* 0 :0 « 15 04100.,45 0'15 ,27,540 00411 57507:S11 a (5) 005103 ROC 145 CONSPL1.150 04'2*'340M1435 .13 ETET 2. 5 119.24 I 523.30 FEET 0. 01.54'54•E05. E, 0A POINT 0304 EASTERS LIR C0F LOT �7QMI ¢4127252417 L 1 1 22 w a" DIR4.7 0'031:0.0 Ian ALONG R*'1R'Y10 [ASTER; 0100 n 30'514211 0.01 " 0' MAT RRS4T'7 4[[140, 011 ¢• C� Iw a T5 CAR 110'0400, ¢PI K 40.1,'2 031¢: Dan ,0.102100 SO 04WIR 240.. M (5) 852 NT501145 0, ,O PER 4. 10.72 FEET O ' 05'07'0: R 130.15 RET 1 fM,[RR 0 01 OF SAID 11 7* ME Ta'[' E *LOC ° TT( 1071NE 21031 40 SAID LOT 9 SAID 5011011 WHEW 0302; THD7 5002.11. f MID ROC MIPE N 00 PO In no 7704.7 O 0.17104 W.. 11 EET 07500 1 m' R 100 10* (557Ti'R0 LOC 0' 71 -40 Orli TT m Mm5.106E« 000 0' 710 107 02• • 527 ♦124[ap1LW[W00SPLACE: ID ZDTIION 5 52.0. FEET TO 500 MA 04.,47[ ALA`1INT 7 KING DC `51051[[455 R a TELLER 00000"331.151440';1«2[00 • W 5114 1M74455m05NE OF • .01Kan 0!7 71i UNE I DIRErnW 1 DISTANCE BLI 5 891445 W 4394 89,2 5 3418'09 E 123.72 _ 9L3 5 969131' W 130.25 BL4 i 2117510' W 5397' BLS 5 450112 W 28.27' 1165A N1315'021' E 9452 N 13'40'41' E 86.97' 6I6K, N 14'26'.34' C BL6 N 03'49 29' W 70.62' 8L) N 1245901 W 250.30' BLS N 192430 E 9L9 $ 0525'04' E 2914' BL10 5 631119' E 60.76' 8111 5 1345'01' E 20.15' 502 5 0345115' E 70.62 9,13 5 50'3946 W 159,56' 6/41 -4017 11r NL=_ LINE 1 DIRECTION 1 DISTANCE 4 Ug: 1EBM k ALUM CM 15 174Bq 018 REM k ALUM CM L5 17488 MD RBM k ALUM CM L5 174611, 062 f 6w'E PRELIMINARY PLAT OF ROSE RANCH PLANNED UNIT DEVELOPMENT P.U.D. BOUNDARY, GOLF COUSE AND EASEMENTS SHEET 2 OF 8 CURVE 1 RR01,U5 1 LENGTH 1 TANGENT 1 CHORD 1 EWING 1 DEITA 9L 60' Ma 98' 5 13''29055' E 1 `52.51' K1 582. 29' 181. 72' BC2 263. 67' 104.48' 103.110' N 03'05'28' E 22'42'13' BC] 1870. 00' 184. 38' 92. 26' 184. 30' 11 06'35'06' V 05'38'57' BC4 1155. 00' 181.22' 90. 80' 151. 03' N 08'15'19' V 08'59'23' BC5 518.09' 318.23' 164. 22' 806 1520 00' 373 74' K7 620. DV 809 197.02' 378. 60' N 40'53'59' V 14'05'17' 212. 47' 211.43' N 4340'23' V 19'38'05' 470.00' 285. 15' 147.12' 280. 80' N 36'06'34' V 3445'42' 609 620. 00' 325. 59' 166.64' 321.86' N 0341'04' V 30'03'19' 3B] Q0' 458. 09' 11 35' 288, 88' 0' 171.:0 19 ,.00' 190.29 =NIP SIMIEJAILE 284.12' CURVE 1 RADIUS I LENGTH 1 TANGENT 1 CHORD 1 DEARING I DELTA OSCI 416. 64' 208 71' 1 0602 1045. 00' 163 96' 0603 2020. 17' 193 63' 193 56' B 0007251T E 600.* 1EBM & ALUM CM 22580, MD REBM k AL05 CM, MD N VIAL1' 8 9D:f91NM GpEllt ELSA MIO REBM & CAP MD 4 00.0 COURSE PAIRwAY N0. 11, m6 12 WOS3K t 18.982 ACRES 8 UI 888456AN 7AMAKAT 114 OW WATER TANK ROAD EASEMENT tEBM & CM 1.5 14111, 00 992? 8EBM k ALUM CM L 5933, Mo NW COR IEC 1 BIN MUSS 689, BIC •il�ll• Nil N MATCH LN BEE DEET S Anew MNM VM M 1 t27 (81RNf61nv •198912 RAR. MAP IVO FRU WOW" WO. OEFICA re MP APre "cm MP MN PIE wrz a 98178.-1 SOON rum :ez 1.N, m 5W CC6 SFC 1 N.$L5 BRASS CAP ENO Y5174. NNA RANOI CO LLLP, 1506 G.R. 189, CA BO10A1E 00, 81623 HIGH COUNTRY ENGINEERING, INC. CONSULTING ENGINEERS AND SURVEYORS 923 COOPER AVENUE GLENWOOD SPRINGS, COLORADO 61601 (970) 945.-8876 /J4 SEC 12 /In CM, EMD BUREAU OF LAND MANAGEMENT P.0.80% 1009 GLENWOOD SRN08, CO 81601 GRAPHIC SCALE 01 ( IM POET) 1 NEB - 300 It. 1 1 OI ma: q8. " L I hd°2'Ax: • 810110 119[X0 EASEMENT DETAILS NW CORNER 5EC, 1 BEARS 5 760414v• E. 4111434' ROARMVO FORK RIVER PRELIMINARY PLAT OF ROSE RANCH PLANNED UNIT DEVELOPMENT GOLF COURSE BOUNDARY AND CART PATH DESCRIPTION SHEET 3 OF 8 w 0 feAALpRRL T1[RLLLOENT OWER u r 0 0 0 1111111115511150411.1111 Moa 160.0 m[, a 17,141 0 e 0 0 0 FAA TAME LENIT TA NT C 79100 LTA CI 300.00' 51.95' M• 36'54' V 09.56'03' 02 645.00' 40,09' 20. 02' 40. 02' 2 03'15'14' V 03'33'20' 03 585.00' 40.027 20. 02' 40.02' 2 03.04'17' V 03.55'13' 1180 CHART 1.11E 1 DIRECTION J DISTANCE u N 09.05 9e' 0 996 on' ( •ES E 181 96' PC3 00' L4 5 04.51'38' E 169 60' 15 2 45.56'38' E 239. 80' 16 5 51'47'38' C 124.10' 17 5 42'04'22' V 160 00' 18 5 35'29'38" C 119 W" L9 2 33'34'38' E 932 CO' 410 N 74.29'38" V 171, 39' LII N 76'32'00' V 214 19' 112 S 89'54'22' 113 N 84153'08' V 334 45' 014 2 64'56'08' E PC9 PI• 115 N 06149'38' V 910. 79' 1.16 N 8.29']8' 41.13 N 8.29'38' V 217 0' 117 5 10'46'22' 4 65,114 65.11' LI@ 5 62'19'08" E 130 53' 119 5 84.58'08" E 183.32' L20 N 84.58'08' V 199 70' 121 N 67.07'27' V 04999' 1.22 M 01.23'54' E 109 60' L23 14 66'09'07' E 96 57' 124 N 69'24'42' E 230. 27' 125 N 69'24'42' E 180.00' L26 N 50'30'22' E 910 90' 127 N 48'16'51' E 935. 90' g N 19.39'38210.00' 1.24 S 69.24' 42' 210. 00' 131 5 82.55'22" V 240 CO' L32 N 7.13'36' V 015,0 L33 74 55.29' 304' L34 711 L35 N 69'53'22' E 82, 00' 1075 MOM/ m 0.40304. v. Wm 0011614: AAT LEGAL 0613161 ANY 47£07111* 4061611031114401040 9400 API YONLIMTNT rEB001111N TAN r M[MMMFHT 1 REED' CAP I5 100 501 RrBAD 4 CAP 15 19598 5E7 RrBAR & CAP 15 19598. 5E7 4 REBAR CAP LS 19598. SET 5 REBAR & 55P L5 19598 50.1 8 REBAR H CAP 15 19595 SET 7 REUR R CAP 1 10598. SET 8 60.0AR 7 CAP L5 19598 5E1 9 11r1AR 4 CAP I9 18580. 571 10 REBAR & CAP LS 19596 SET II RF13411 n LW I9 19598. SFT 12 80848 8 CAP LS 19593. SET 13 R0.BAR 9 CAP I9 18598 RFT 15 R0.64R 8 CAP I9 19998 CET REBAR N CAP 15 9181. FLO 16 REBAR Y CAP L5 9184 F142 17 R[B9 8 L`AP Litt F"0 18 "1848 8 *9 11011081.E FND 19 REBAR & CAP L5 9184 IND REBAR 7 CAP 15 8184 END 21 REBAR & CAP 1.5 9184 7740 22 b REBAR. EEO 23 REBAR 4 CAP LS 0184, FRO 24 85 REBA, 92* 25 ROMA & ALUM CAP 1.5 11204. MO 25 MBAR 8 ALUM CAP LS 11204 ENO 27 REBARAILIKiLFZEILE FND 28 29 REBAR 8 CAP LS 19598. SET 30 12E846 8 CA LS 9184 E60 31 85 REBA, 1/0 32 REBAR 8 CA 140.081E 9740 33 REBAR & CA LS 19598 SP) 34 I5 REBAR. END 35 REBAR 9 CAP LS 19598 SET R0B* & DA I9 19508. 571 37 REBAR 8 CA 111r0POF 0.740 b REBAR. F110 9 R N t 994 10 1 5 4 RPE. FIp • 100 GRAPHIC SCALE ACCESS ANO UTILITY EASEMENT 114 MONUMENT 1 41 DESCRIPTION 15 REBAR. 700 42JP.REBA M JP.; RR, 43 5 REBAR FNS 41 REBAR & CAP 11.1.£6811.. RU 45 REBAR 4 CAP 111£080£ 0.90 46 b REBAR. MO 47 55 608AR END 48 REBAR & CAP ILLEGAE F140 49 REBAR & CAP 0.1£99£. ENO 846 - CAP EN 52 REBAR] CAP NLE081E END 53 /5 REBAR, IND 54 REB*6 0 A 1958. 5:T 55 /5 E 0 56 95 REBAR ENO 57 95 REBAR 0ND 58 59 60 5 REBAR, RIO B5 R REBAR 060 EBAI{, 460 61 05 REBAA P140 62 REBA 8 CAP ILLEGIBLE 9140 63 05 REBAR MO 64 MBAR 8 CAP 15 19596 $0 65 REBAR 8 CAP 00EOM 9 END 66 RFRA & 049 1119069 9140 67 REBA )5 5 1,0A 11.10019E 030 RLBA, FIIO 08 58 REBAR 8 FAP MELON r F40 D 86648 8 CAP 19 19596 071 71 1684 & WP 15 19598. BET ( D1 FEET ) 1 Inch - 92* ft 0374.0 _///1(8 a 104 S 1SAS 110 M. 2401 -110- 0"'4 '7 61406 417/ A AT - 180911.40-°4 840108. m 81001 AIM 117/101174 00 - PP668910.0- 41.0.1110713 $0443. CO 8W2 Muf MOaw1•. - 0378111 8010- 403441 602* CO 41001 04504 sa44 m pa 0uu 4AR~„428 l€31N: 0= a � 03,16 011 1� m n1n 00118pxE4 _ an 1602*S.na m Oa �•0mf. 11 / ftRr1 1611 651 Pa 969 016x4031_ 11211'[0360 8941 0°1105 f140) s400819 AA/p•7014 '0:0485032-1190[1[41164-4404*4141.m 4116 CCM 40.414118*- 0180* 881/4000/1191 CO °a[n110y14110/P-10.1.1"(44-11•08°1 - 8000* µ• 11w A1601;8441.8070-804 w[IO 64 91-872712 5 not ?1 0804 [yai wl[r-83511100 Nf-440'*07016 m nM 04171=0 • N n*4 7 -*48. 031413 027 014 411ma. u-° *91161x5.4 -*004038616403 na 180 L°p M F. A 8144. 84911104111000 - 4 11020 06640 CO 501401 . 2.1 /An 1601[ •012181708 - 4111741on - 67.1®- m 4141 14102 41114041•cub-10000141141 -440500108800 03041 E. M14X51.16IC111n[-140020x3-401*D wnm LIN 9w4µ04 4• •u4 - 519 011411 2000 040. 00 80 21 7021- 3y 074940 X44 - 04111070 Tw44 CO 410 8111 HO al WW1) 411RNO[24 Oa -,Pr 03140 [OW1144071 34434 504116 8703/70301 A.1470 - x 04400LANE - 440* 01444 00 0110 rOx88401NmA 801124511449442680112451144944268011245114494426w 0000073 -11 9702(0 080 - 32 IACHAEL 88[ 0 011101,22)110 L 11141414111E¢ A 08x4 -1274911411x6-04a*i1114, CO nM SU _ 0140090 9411024 CO 6974 33 L41400.021'a 160 4 117 40400016[-0210*8Wm m 410 1 4057110µp - 111;40022...21x0 -0119* 41016714, CO 611 i/ w01404311/00A1X411 L 41101101 0 * 4 1x6••407. _ 40040 sCSE01/4/19 1C401 -800 40 m c� 01 030 37E4114 44/ 1114105. 2* 9080 /04431 40/4 u[ avuu5° 011181, 11403 914106, 1188 23 0E4E4 ar07014,498.44 L 4440 . 0,2111.0 744 - 44.03 8324 CO 610 N 00311X8 000 - 4111[00 YM0. CO 0689 i2µ 4000a111, ,2i. M10yl 0[111x16040 - 041.8 0464 m 060 1y 44470^"-. 121 Cul 880”0-.1"a01041101 - 026 19p181'044 m *109112* m 000 11401.4 r '544.44".P0 -90109X.072 8 20007080 - 4 KA000 La - 44101416041, CO 01001 - 11 X44 81.E - s 00003184 44050 06614 CO 3141 1629000 4'*2199 - 0 1311•* w.6* - *1** 54101 01111 601 - x)041 *08 - 1 301 61383 215* 0412/74131, 8 010 /*0111414 1 W X42011.1- 8444 5164, CO not FA▪ B 0401 LAW- 82103x804 CO 11180 .1044111, 114. 1� , 21564141- °[x•®5424. CO na y2 w11455 -24.7µ4011A6- °41551.3 o nm 20 1▪ 07AMryt 8 MVR - [414*} 174E - 02908 012*, CO 0001 91A10J1M0A 4471- OP MM2 -061055191CO 02* 1 1010511204111/A A 100 - 351 08041,X0 - 8014* 4140 CO 4401 1 11E FROM THE SW CORNER SEC 1 BEARS 016113'24"E 2223.28 FEET. WESTBANK RUNG IV TIE TO THE SW CORNER SEC 1 BEARS 550'30132'W 1335.39 FEET. TIE TO THE SW CORNER SEC 1 BEARS N88'08'24'W 801.05 FEET. TROUT PARCEL 14900 11020/0 0004/0011114 LIS 181012 - 4118004/83 - 444503 41144 CO 41841 ea ROW F. 40156/700049711-0.p 7441 4034- 040166* m2* MOW 44 Pt 7047001 FEWER -04V0ewLAC - 0.01103001111114.010140 0040410440/2140112 1111411[ - 010 a00 416 - 441604 A CO 41001 481121710 L C2144- [ W 10700. 04 444E0 70101. CO IMO 6*. - PA W 228 *bras 0444.4 4!2 w�w81 q. a4av 01674, CO640. 14 112044 81609 65 16144�. R.R01A[ 04 F1mmR4-0644.700810°0114 0.06•70141141 CO 000 YalACNICIaa u[ alga - 0.* 0410* - 041500 010!0 m01 0 01404 *110- L - GLOOM= f A m 01601 HIGH COUNTRY ENGINEERING, INC. CONSULTING ENGINEERS AND SURVEYORS 823 COOPER AVENUE GLENWOOD SPRINGS, COLORADO 81601 (970) 945.-8676 NOTE: GOLF CART PATH EASEMENT COASTS OF A TEMPORARY 500 FOOT C01411MFINM 0450.041 ON CENTERLINE AND A 9ERWWE147 250 FOOT EAS5£NT ON CENIERUNE ER060 AUNTY ROAD 009 10 911E 1R0U1 984'811. THE GOLF CART PAD/ 0450406T ACROSS 194E TROUT PARCEL 9411 0071951 Or AR 80.0 FOOT COIo1RUCOCN EASEMENT ON CENIERLIE AND A PERM.W0NT 40,0 FOOT (ASSENT ON CENTERLINE. GRAPHIC SCALE 0 2O3 410 1114 ( IN 210T 9 I Inob 1 200 R CENTERUNE DESCRIPTION OF GOLF CART PATH EASEMENT 01181E TAS£ CURVE 1 R/0U5 1 LENGI11 I TANGENT 1 CHORD 1 BEARNG 1 DELTA 287.53' N 432505- W CPCI 1404.75' 267.94 CP02 18.65 9,78 18.22' n 891122 W 471258' 0903 28.25' 15.85 26.77' 5 791813 W 64'44'411 949' 39.3 14.79 20.27 5 59'0029' W CPC7 CP0 5000' CPC9 CPCIO CPCI1 06.00 25.00' 7.47' 4,31 $ 60147,22 9 31.82' 1520' 25 Sly' 5 29215}" 0 22 04 11 72' 2190, 5 015540" W 31.05 29,09 5 2450'11 W }989' 17.07 264' 5 261001 9 !82958 14 52 17.88' 331559 29'35'03 3518'20' CPC12 32.03' 5 31'4155 W 7039'45 09013 19.01 1890' 5 832818' w 211702' 09014 41.52' CPC15 27.55' 14 19' 36.91' 5 50'40'40' W 2130' 5 1651'49' W 9509'44' 31'40'51 CPCI6 50.00' 22.72' 22.52' 5 19'4117 W 2601'54' CP017 25.00 28.40' C9C19 2 18 34 1658' 6 45' 9.61 2519' 12.550' 17.63 601009 20 CP021 CPC22 100 10 50.00 50.00 41 39.19 10.12' 5 215 1 W 5 041 33 W $ 02113'53 W 1•'32'50 46'0903 419143- C9C23 02024 5000 50.00 NSA 42.66 18.16' 22 73' 34.14' 5 031650" W 41 35 5 075533" W 38554r CPC25 23.05 22.65' 5 19'09'49 W 26'2143 C9C26 9.84' 5 0311'40 W CP027 10000 1731 8.88 17.29' S 051722- W 0955'00 w co 03 800 Y T 0w 14- W3 T >6) A o O4.4 * 2 a 0 0 A 2 In070 ' 54003 NON-EXCLUSIVE UTILITY EASEMENT LINE CHAR/ LINE 1 WARINCS 1 DISTANCE, CPLt n 69'1e 39 E 20.95 CPL3 5 6916 39' W 0913 N 675953' W 56.79 CFL4 5 475'50" W CPL5 5 CPL8 41.4705• 01W 96.44' 5 50.35'27 4699' 58.23 CPO S 77'2522 W CP16 G 440921_ W 39.30' 3376 CP.9 CPLIO 2 10'44 E 127.50127.50' CP1.11 5602500 W 8315 R4A 10.61 500158'£ 091120 5 08'01'58' E 3658 095,13 5 71'34'47' W 11.95' CR14 N 81'44'37' W CP115 5 0191'23' W 09116 S ]71214 W 8636 CRIT 68 19.05' CR18 S 53'49'49 09119 5 245(38 E CPL20 $ 170414 01 40.43 4.78 CPIv 5 27'4205 N 859 1038 CP123 5 18'26'59' E CPL23 5 2314 44' W 5 16'31'04' E 99124 974 8.35 5 322211' W CP125 CR26 5 0557'27' W CPL27 5 005552' W 107.09 48.93 8 PRELIMINARY PLAT OF ROSE RANCH PLANNED UNIT DEVELOPMENT BC FOUND REBAR W/ ALUMINUM CAP STAMPED LS 174 70 FOUND REBAR W/ ALUMINUM GAP STAMPED LS. 17488 40 8 SHEET 4 OF 8 ssJ S63.4 7.2.3.E FOUND REBAR W/ ALUMINUM CAP STAMPED LS. 17488 71 4.00' SEE AIL TRA 94T. 8 FOUND REBAR W/ ALUMINUM CAP STAMPED LS. 17488 73 A RR 709 CURVE TABLE LUT 1 CURVE 1 8001US 1 LENGTH 1 TANGENT 1 CNORO 1 BEARING I DELTA 1 06 35.00' 24.51' 12.78' 24. 01' 522'43'15'9 40'07'09' 1 C5 145 CO' 8.84' 17. 65' 546'16' 14'V 06.58" 49' 1 04 35. 00' 65.01' 46. 81' 56. 06' N77'01' 30"9 106'75'43' 1 C3 205.00' 70.67' 35.69' 78.]2' 117741•(19.9 1 C2 35 CO' 99.12' 29. 58' 45 18' 203.21. 29•V 80.24'22' 1 CI 355 00' 18.44' 9.22' 18. 43' N35'21'26' 2 07 50. 00' 62.50' 36. 07' 58 51' 538'2E906'W C2 36 52 3 CB 50. 00' 4.62' 30 39• 51.90 NJa as•n•V '34 4 C9 50. 00' 48.03' 69.28' X00'42'49'6 67'41'50' 5 011 35.00' 24.51' IB 78' 24. 01' 662.50'24'0 40'07'09' 5 C10 50.00' 33.46' 6 012 205. 00' 59.82' 30. 12' 59. 60' 151.08' 22'E 16'43'06' 6 C13 35. 00' 60. 13' 40. 57' 53. 00 N10'17' 00'E 98'25'50' 6 014 145.00' 7015 35.00' 24.51' 12.78' 24. 01' 666'41'08'9 40.OT O9' 7 7054 50 00' 45. 05' 24. 18' 43. 54' 1160.55'55.9 51'3]'33' 8 016 50.00 53. 24' 29. 46' 30. 76' 104'36'48'9 9 017 50 00' 47. 40' 25. 65' 45 64' N53'02' 53'E 54'18'43' 10 018 50 00' 66.25' 39. 00' 61.51' 561'50'22'E 854'47' 11 019 50. 00' 7.64' 15.11' 015.11' II 621 5,43. 00' 19.10 9. SB' 19.13' 543.57' 04'E 05'20'58' 11 020 35 00' 24.51' IB 78' 24. 01' 526. 33' 39'E 40'07' 12 023 145. 00' 21.58' 10. 81' 21. 56' 52]'41'30'6 08.31'39' 12 C22 205. 00' 11 025 35. 00' 49.12' P9. 58' 45.18' 583'45' 50"E 80.2021' 13 024 145.00' 39.49' 19.87 39.37' 535'45'30'[ 15'36'20- 13 026 355.00' (4 027 355.00' 118.77' 59. 94' 110.21' N73.46' 15'E 19'10'07' 15 C28 355, 00' 137. 85' 69. 81' 136 99' 585'31'13"6 22.54' 56' 16 029 355. 00' ]1.28' 35 ]6' ]1. (6' S66•IP"#.•F 20 031 80. 00' 53. 16' 27. 60' 52. 18' N82.59'4272 30.04'15' 20 C30 35. 00' 33.95' IB 45' 32. 64' 588.14'57'E 55.31'57' 1 032 80.01' ,. 22' • 6 20 19 _ 52000 11412 •43'47 01099E TABLE 21 034 22 C35 25 036 26 037 26 038 230 00' 111 48' 57 92' 112 33' 1175'03'41g 28'16'06' 230. 00' 126. 71' 6S 01' 125.11 575.01'20'E 31.33'52' 230 0o' 124.14' 137. 47' 61 62' 122. 64' 543'46' 38' E 30'55'33' 70 86' 135.44 511.11'28-[ 31. 15' 16.69 30.1 26 C39 27 040 80. 00 36. 95' 36. 95' 18.81' 36. 62' 531'49' 37'E 26'27'43' 27 C41 18 81' 36.62' 505.21' 54'E 26'27'43' 27 042 19.45' 32.64' 519'55'31'E 580. 07' 30. 57' 544.41'5E1'E 28 043 580.00' 148.60' ROW 044 580. 00' 110.27' 55. 30' 148 20' 534.20'33.0 115 10' 521'33'22'[ 29 049 34 050 70. 00' 142. 53' 75 76' 13a 39' 383'15' 32"E 48'02'17' (70. 00- 14 71' 556.45'35'E 04'57'39' 35 C51 36 C57 170.00' 152.64' 81. 90' 147.57' 328'33' 23'E 805 19' 140.82' 37 058 42 C59 171 00. 14. 87' 29.63' X64.10'31.9 10'00'01' 140. 31' 74. 43' 47' 1726' 43 061 44 62 231. 87' 122. 30' 225. 95' 1170'43' 22'E 107 39' 54. 30' 106. 80' 576'19'50'E 20'51'29' 45 063 49 064 28. 03' 28 02' 563.10'47'E 05'26'38' 2 50' 4.99' 956.22'11'9 50 C66 50 065 87. 40' 28.46' 81 11' 536'10'16"E 50 067 51 668 28 14' 528'34'42"E 4724.24' 33.95' 18. 45' 32. 64' 539.40'34"E 81.94' 81.51' 522.05'27.6 52 C69 90 01' 45.59 89. 44' 543'30' 30'E 22.25'22' 53 070 57 071 230. 00' 8 95' 17.88' S56'56' 51'E 0027'20- 4. 81' N59.46'28'9 01'11'55' 5B 072 230. 00' 86.02' 43. 52' 85 52' 571'05' 17E 21.25'42' 59 073 230.00 44.43' N87'15'51'0 60 074 230. C0' 75 48' 38 08' 75.14' N66.55'46" E 18'48'09' 60 C75 61 076 35.00 27. 99' (4. 79' 27. 25' 980.26'11'6 45'49'01' 61 077 61 078 4.81' 572'43'09'E 80 00' 48.(9' 4).47' 58 •02'28'E 34.3059' 62 C78A 18 45' 32.64 55.34'57' 76 73' 151. 82' 539'19.21'6 62 0788 113. 31' 56.89' 113. 11' 524• 12'29'16' 63 082 64 083 800 044 188. 36' 506'45' 54'9 18'41'25' 580.[0' 37. 80' 18.91' 37. 80' 501.26'50'9 03'44'04' 809 045 580. 00' 129. 02' 128.75' 521'14 50'E 35. 00' 31 95' 18.45' 32.64' 915'54'24"E 809 046 80 00' 53 55" 2).82' 52.56' 9424.31' I7'E R08 047 ROD 048 35 00' 31 95' 18 45' 32. 64' N33.06'09"E 170 00' 35 00' 17. 56' 34.93' 166'49'29"E 804 052 809 053 ROW C54 70. 00' 11 46' 6. 73' 13.46' 500'33'54 04'32'14' 35 00' 21. 85' 37. 07' 533'40'46.9 ROW 055 R09 056 806 C60 -Itow C)9 R09 LBO RB9 CBI CL 861 CL 802 CI. RC3 CL 804 RC5 80. 00' 91. 49' 51, 48' 86. 58' S32.53'39'9 65'31'22' 35 00 170. 00' 64' 9.88 82' 34.57' 52940' 25'14 59'10'54' 7.64' 560'36'06'9 02'34'280 295. 00' 55.10' 73.62' 841. 2' 14'E 1020'09' 232. OO' 292.00' 175 00' 175. 00' 175 00' 262. 00' 325 00' 151. 45' 190. 61' 84. 88' 71 71' 171. 03' 71. 30' CL R06 325. 00' 414. 67' CL 257 CL 808 CL RC9 200 00' 205.86' 200 00' 24 87' 200 00' 165 07' OL RC10 200 00' 227. 89' RCI! 550. 00' 516 66' 307 620 00' 212 47' BC8 470 00' 285 15' 13C9 620. 00' 325. 59' BC10 380. 00' 13. 35' 114.12 95..89' 47. 33' 88. 69' 35. 79' 240. 94' 222.93' 506'03'47'E 24.46'18 148.77' 652' 34' ITE 37'24'07' 187.2 52'39'13'5, 37'24' 07' 82.29' 533.01.37'E 27'11 84.06 56'40' 34'E 27.47'33' 73. 17' 531.29' 40'E 24.07'59' 168.01' N92'34' 13 71.16' 640'09'15" 12'34'10' 387 11' M82'59'25'[ 73'06'12' 115 08' 199.49' 509'09' 23'E 141.(8' 230.68' 52 87. 57' 128 12' 280. 43' 107.29' 147. 12' 166. 64' �--x06-EXCLUSIVE YA171 EASEMENT ARNR010MA1E 4OCAn0N DETAIL TRACT 3 GEE SHT. 8 Of a AEW^d9n Se 9/0018/. AS 1 20117111•0•0141X - IMAM 90M- =MOM 10•I.6 W 906 ro 81� 47 - 9.n em 3x - 8Z0 Mira C011/147 71 .110.1 SRID 3.101.17M ¢I RR vm'0'g8 Aq*A 6 ul� � 16 SMELT110 91800. 4RA[O n ml 417 OMmRTM09 Al 1906102 801(01x42 800800 217014 a 09280180 080,8009 2049,7 05 wle 11A917571011•317 p HARM - 0808 0.x 154 - 0.01110:731•1119•314 00 nen 74 9003011E 4 • _ a 09090 - ABM envoy54. aa9tm swMY m "al CO MO/ 975 301310 90¢9/0.400x2.92.9®1eeleen _ 1.0 9»31 NTYMI aa1060802' CO 00 03001 motto) 90/11 m 2101 1090901 i.w - _ µI5^0911* 58 - 0.01103013 x'4 m61µ 9NM940 MAMA 8M91/9A10wasraten W COUNT! O 08.1881 0- 99040000901 0 <eh 000 DA6K1- 103 09.10) , 000[00170138,80 0WOf 0O 82 000Y. 0••• 170 070 820 - 8016480 -88. m 0611 m Men 00,8(Klemm (417 0709 - 00 mw, 9 AD 108 0000 e 0118IJ1 W0M Hoc4. 069449/10 6111001 - 09.6x0106 -�p� N➢ - 0.28940 IMPS. m 6978 OM 01 �o4n9L5.01.01 888 0 LWO oNV.W}LW2-P 11194490:80 - 906479 04. 017 9094 m 9106 160.43' 535'31'48"E 215.76 88'10'53"E 61'17'12' 499. 66' 520'42'04.6 211.43' 81 43.40'23. 9 19'38'05' 280.80 321.86' 9 03'41'04' 9 34.45'42' 13.35' 9 10'21'11' E 02.00'46' LITE CHART LI2E I DIRECT 1041 I DISTANCE ri 1 471'(6' (7E LI 946.3)'33'9 L2 NII.53'05'V 37, 45 L3 511.53'05"E L4 3181.00'00'E L5 X11'53'05"W 06 S11.53'05'E 59.12' L7 X43.33'40'9 174 N41'91. 40'6 1 64' 198 1419.24'30'0 BL9 S65'25'04'E ADJACENT OSIER LABEL TYPICAL ROTE ROACH MGD. WMA* DETAIL TRACT 4 SEE SW. a CRa - GRAPHIC SCALE ( IN BST) ince - 500 n. 00104. Mm10•4 7 040000 LAW IO Mal 04x011 AP 1809 �1n091. 88E0' 05886.80.1961 DR 1096 9280 491 A:. R'9, 791198 mut 81 80`0916"9® 960 09 X101 MAI Mu 11t DAM 431141317110.7101 31.01•1110100. 1n H COUNTRY' ENGINEERING-, CONSULTING ENGINEERS AND SURVEYORS 923 COOPER AVENUE GLENWOOD SPRINGS, COLORADO 81601 (970) 9458878 ROBERTSON OMR R8704I mm CERIi4ATE0 RIPARIAN AREA NSTOM'N0Y 908-11WOCAIEO AREA PHASE 8002404099 IIOT 94 . MATCH LINE SEE SHEET 5 N 1 J PRELIMINARY PLAT OF ROSE RANCH PLANNED UNIT DEVELOPMENT MATCH UNE SEE SHEET 4 MI MI ROBERTSON DITCH L _. = SHEET 5 OF 8 r 6015 29263 PATH SEE 417.]Q8 ROIE RUM NJ& . / j MOUT PARCEL DESIGNATED MASAN AREA IRSTORICALLT NON-644ewlTn AKA }�"p %\ LIµB3��' ` .. MATCH LINE SEE SHEET 6 HIGH COUNTRY ENGINEERING, INC. CONSULIINC ENGINEERS AND SURVEYORS 023 COOPER AVENUE GI.ENWOOD SPRINGS, COLORADO 61601 (970) 945-,6676 CURVE TABLE LOT CURVE 6i 380 RADIUS • LENGTH TANGENT Ci s ]0'' 4 44 65 C84 31 00' 23.67' 3'23'E 66 C8680.13 70' S '48'52'v 3 66 C85 ocr 5 09 38'E 67 C88 35.00' 2.84' Or 38'21'v 79 81 C91 69 0 35 20' 68 .2' 253.072TE 37' 38' 81 C90N 230. 00' 1.85' 1.85' S05. IP' 44"E 00.27' 39' 82 C 145 00• .2.86' S31'00' 3I"E 16.56' 15 83 C93 105.00' 19.85' 3>.87 • RC13 550.00' .69.69' ROU ROV ILQI4 510. 00' 435.53' 232. 04' 4258.42• 1166.31'16'E 48.55'47' ▪ RCIS 35.00' 30.11• 606' 2Y. 19' 866'20'20'E 49. Ir 39' yRpp RC17 3355 COI 34.14' 1& 57' F. 80' 1434415'32 s 11,011RC18 35.E 30. l 15. b IQ 2A 19' 564.22'01'E 49'17' 17 ROv RC20 35.00' 18 57' 7'E 55.53.22' CL 68 48' $40. • RC21 200.00' 4& 66' 22. 53•v 12'14.42' • RC24 238 00' 131.91' 97. @@2 130 II' 26'22'E 32'.1'34' ROW RCZ535.00' 56 03' 36. CI 50 23' 52'09' POW RC26 101 ar S40.24' 20'E 35'43'54' Raw RRaCC[7y99 17& 193.49 110. 16' 2184. yg 89 142v i0 Z, aw RI 230.00' 156.27 Y14.Y3' NEI; 31 SYN 68 to ]a }I& «i} fA 3447 pppp'' 60.04 330.1Q 'x:96 520' 08'' 4411•V/ 0''OS 31' N6] x66 500.7 350.75 12L)} 7V xn' Y Ai W ' 20' GRAPHIC SCALE w 9m7 I ImN � 100 n PRELIMINARY PLAT OF ROSE RANCH PLANNED UNIT DEVELOPMENT SHEET 6 OF 8 MATCH UNE SEE SHEET 5 �a96 111 11 111 111 II 11 \ Yfr ME PATH EAEEPg9 VACATED 0V THIS PLAT R01[ 11711011 PMD. KIDNAP \ 075-4)\(" p7j>7 Pr _. VI \'\ \01 c. LOT 85 1.5b, 4 34443 we \ \ V..4566 AW7a a \ \ d` 'CLOT 88(6x9/,C . . . c6 4347 a. \ 1 �\. \ n003 /\ r_.. ...i ' \ e. 550'4TSti Sy, 50 56' \ \ ` \ ,61 \ \ , 3`6 LOT 87 \• \ w£ ` 004 3,:n( w•% 674 \ \ t. �•\\ \ \\ �C 9 / \ ',\ BLOCK 4 802161.0 SPA MI5 ACA PHA9N0 O101NEATIGI NIGH`WATER LINE/' (ESTIUATEO) • • 00 YEAR FLOOD UNE ` 162.26 5BSb'0SY 870'34'40'E 45.82' ROBERTSON 9704 LOT 97 pMOI •AMO -Y tower N Me W ,, anal MCC RUO MIR VW nen OE LM[N.m 906 SICM MILT II PM (KM WY MYM.nrtN .pEMSiw 3010 DAM 47 � �0 l KRI. MATCH UNE SEE SHEET 7 \\.k \ rld U101TY EASEMENT \ \ \ LrIJ�.� 5 I HIGH COUNTRY ENGINEERING, INC. CONSULTING ENGINEERS AND SURVEYORS 923 COOPER AVENUE GLENWOOD SPRINGS, COLORADO 81601 (970) 945••8876 CONSERVATION EASEMENT PATCH 1 ram 0C9O6ARD RPAAIAN NEA HISTORICALLY NM -IRRIGATED AREA BLUE HERON PROTECTION 104E BOUNDARY CIA6£ TABLE LOT CURVE i RADIUS 1 LENGTH I TANGENT CHORD BEARING DELTA 83 C93 105. 3NY 38.00' 19.25' 37.137' 532.55'44'E 20.46'42' 04 096 220. CO 132. 23' 68 18' 130.25 519.31.50E 88 C97 195.00 26.06' 41. 49' 530.38' 35'E 12'12'50' 89 C99 35. 02 27. 49' 14.50' 26. 79' 515.16' 05'E 45'00'00" 89 C98 195. 00' 108.12' 55.49' 106. 74' 508' 39' 08"E 31'46'05' 90 0100 35. W' 27. 49' 14.50' 26. 79' 060. 16' 05'E 45'00'00' 90 0101 200. 00' 03.134' 574'09'26'E 1]'13'17' 91 0102 145. 77' 74.57' 144.1 50'37' 58'E 29'49'40" 92 0103 280.00' 89. 53' 45. 15' 89. 15' 526. 33' 31"E 18'19'14' 94 0104 111 20' 5].77' 112.06 03'17'55'E 28'1I'58' 95 0105 230. 00' 41 23' 21.68' 43 17 16'11' 09"E 10'46'11" 96 0106 230.00' 67.50' 34. 03' 67. 33 9159' 16'V 16.50'03' 97 0100 220.00' 07. 70' 87. 20' 571.2Q'17'E 22.51'36" 98 C109 220.00' 96 19' 411137' 95 42' 547'22'59'2 25'03'00' 99 C110 31 79' 66 78' 526'07'41'[ 17.27 35" 100 C112 170.03' 34. 11' 17. 11' 34. 05' 52019'08'17 11'29'46' 100 C111 170,30' 115.62' 60.15' 113 41' Spa O]'10"Y 30'50'09' 101 0115 35.0]' 79. 49' 75 26' 61 47' 1158. 12' 40" V 130'07'09' 101 0116 22. 48' 41. 01' 917'21'49'6 48'25'28' 101 0114 39.15' 19. 66' 39 06' 050'07'55'6 13'11'41' 102 2117 42. 26' 22. 48' 41. 01' 0465. 47' 16'41 103 0118 50.30' 67 80' 40. 26' 62. 72' 551.09'22'V 7741'15' 104 C119 104 0120 74 79' 46, 38' fd 01' 930 3C 19.17 8542' 00' 79. 49' 75 26' 63 47' NOW 19' 49"V 130'07'09' 180 0204 35.30' 24. 51' 12. 78' 24. 01' 503133'33'17 40.07'09' 192 0213 16.02' 0.01' 16 02' 534.17 45.17 194 C215 170.03' 11.19' 5 59' 11.18' 958'33'40'0 03'46'12' 194 0214 31. 06' 46 46' 577.58' 04'V 83'10'19' 196 0.216 1]0.00 145.43' 77. 50" 141.04' 832'10'06"W 49'00'56' 202 0217 I]O.30' 141.87' 75.36' 137. 79' 016.14'47'E 4748'50' 204 0218 170.30' 25. 79' 12.92' 25 76' 944. 29' 56"E 0041'27. 204 02194 50. 75' 31. 01' 46 42' 589' 36' 45'E 83'05' 11" 204 0219 505 02 13.31' 6.66' 11 31" 541'35' 51"E 01'30'36' 208 0220 445. ar 45.74' 22. 89' 45 72' 546'38'07"E 05'53'21" 220 0228 230. E0' 98. 84' 50. 20' 98.08' 1425.23' 54'E 24'37'22' 222 0229 22. 42' 44. 43' 1143.16.37'E 11.08'05' 222 C230 35.00' 50. 75' 31.01' 46. 42' 1107'18' 04'E 83'05'12' 220 0231 505.00' 65. 30' 32. 70' 65. 26' 928 49' 03'W 07.24'33" 244 0236 7 42' 804'16'05'* 02.30'05' none 094 IO5.D3' 34. 26' 17.29' 34. 11' 5 10'41'42• none C95 145.D 151.09' 81 21' 144.35' 532'09'45"E 59.42'05' none 0107 230 00 60. 63' 30. 49' 60 46' S45.57'25'11 15'06'15' none 7113 IS 57' 31. 02' S38'18' 03'W 10'28' 04' none 0203 220 00' 41.26' 41.20' 020'59'29'* none 0221 445 00' 27. 82' 55.52' 040'06'50'E 07'09'13' nom 0227 445 00' 40. 18' 40.16' 943540'20'V 05'10'23' none 0234 4,S 00' 40. 04' 40. 02' NI1.54'33'9 05'09'17' CL 6028 86.12' 44. 85' 84 42' 542'16' 35'E 39'28'24' ROW PC29 145. DO' 99. 90' 52. 02' 97. 93' 542.16' 35"E 39'28'24' CL PC30 125. 07' 130.25' 124. 44' Sr' 09' 45'E 59'42'05" ROW RC31 105.D 109.41' 60. 26' 104. 53' 532'09' 45"E 5942'05' CL PC32 240. DO' 144. 26' 74 38' 142 09' 519.31.5I'E 34.26'18' ROW 0033 156. 28' 80.58' 151 93' 319' 31'51'C 34'26'18' CL R034 175. N' 134. 34' 70 67' 131. 06' 514'45' 33"E 00* 0035 155.00' 118.98' 62. 60' 116. 00' 514'45' 33'E 43'58'55' 20* RC36 $ N' 54. 98' 35 00' 49 50' 552'13'55'W 90'00'00' ROI. R037 205.3]' 45. 33' 22. 76' 45 23 00* RC39 145.00' 32. 06' 16.10' 32. 00' 599'06' 08"E 12'40'07' CL 0040 285. 23' 160. 40' 270 01' 550'05'00"E 65'22'11' CL RC41 200.00' 136 03' 70 76' 133 42' 002'05'10'* 38'50'09' CL 0042 230.3]' 122 73' 63. 36' 120. BI' 539'09" 00'M ROV P057 145.00' 20. 21' 10 12' 20 19' SW 34'14. V 07'59' 08' 006 RC58 31 95' 18 45' 32 64' 54847' 1I'6 55'34'57 ROW RC59 B].O]' 81 08' 45. 73" 79 40 50'44'40"0 R0* RC65 102. 80' 101.95' 1120'27' 54' V 25'36'32" ROW 2066 230.00' 83. 29' 82. 83' 063242' 48' E RDV 8072 205.00' 28. 57' 14.31' 26 55' 300.34'14'17 07.59'08" 804 PC73 35.03' 31 95' 18.45' 32.6,' 975'37'51"6 55'34'57' R04 2074 8 04' 0 84' X51.03'24'6 06'20'04' 006 0070 505.00 172. 70' 171.06' 3015'18' 57'W 19.35'38" 006 RC79 170.00' 195 49' 116 16' 104,09' 929. 55'34•E 65.53'11" tt 0080 200. 00' 238 72' 135 89' 224.80' N26'40' 31'C 68'23''7' UNE CHART LINE I OIRECi1LN I DISTANCE L8 536'45 00'E 1. 88p* 005'31 pS07'E 6 78' L9 SO7'13'124 648.46'9'34 4 Y 1Sr 23 97' 0,13 02]'27 07.6 114 47' 1.16 541.00.00.6 20. 04' 417 110 21.34' 1717 35 48' 1194 21'34'1596 ^^�' raw _ �IR4D 0108. 80 0100 104) CCM NWT m4aoos�4 -!C 010 -PngA�0.WMP F, AA[ 0, 9O , 4ee 014107 -ows 00 83001 GRAPHIC SCALE 0 08 00 MO ( IN FLET ) I Inch - 100 fl 054 91 54,16r ona 100 0117 LOS 00' 4 74 4 40 60 116' erE st• 021: r-saiiz 2 tat:Y'3.3c-Y'f��v100 MESA* :i ISAW •1fFi' rSE•alPSTI•IllISE 1Ri 1.S _ n.: oo.-:ga.a3) wr2iataflEra fEFtt4W i flSit>�I_) 111fl.Fe3hJ nv 4o - .•IC•l1I41. l.w II •444 z aWT•BUEuu fE[iiF f!1ai) IWfa44:pBZ f1.-.1FYE:ID41Y 0EO.SifiE•�lifl aa.- t3laRY"1.:37t riI!:s fairtiS.• i••4}i.i dial/ZI.l•'.Y'�Fii'1® FEf•IR.E•.f!•iS.alitilli a..lut4St'Y19}1 Ft4 40.. 6A1!an-T soafL'S'00SCWI9FaPP•1}41 Raltrel.I!Ta-1>ta•.41PSTW:a Iltan1 , -IFA ata 1fi[tlaFt'•I'1Q'i.001ha 4l tosk..Aaf¢fFa£a). .,..L N -44..•9iIt31•t9 11 sot �..k:'� . )� 14'. •i. fix. l2*:f♦,`SYi1iYm t'tt' UTILITY EASEMENT / :/\P1 MATCH LINE SEE SHEET 6 PRELIMINARY PLAT OF ROSE RANCH PLANNED UNIT DEVELOPMENT HET OF8 LOT 102 \WIT \ �l 1 a4 �. Lis BRE PAM EASEMEN VACATED BY IBS FLAT 1 � s ( AIER 7*90 AM 3UP0. L E5) N 04.0 t sBmsi m -Y 011511 51414 ISM =LE _ -or -J en LOT 160 035. SF* pH5 A . 1r LOt 161 •. 960.0,SF* •'I / '9mm°1No n/ �I FOUND REBAR W/ALUMINUM CAP STAMPED L5. 22 PRCOOm Flit NOON 00ItrVA11011 FAWERIT 0 P 004SBIVADON EASEMENT 056[ IME .avZ�llill.:E lye .•1 rt 441S7.10 9=4111. R R"iirta0.4:lt1lfitF-t-.a 8.3.4- lt..tvY I!•B nor:.uce.ry NEWIEEIMIXF I fF>fffrt..>♦..I•.z' '11i1S41fs93Fl :101•14italaf➢ ItO:'•4IFEaF. 49 XI.]Ylidli nca 17•1•14117•1•141IFF ns r4- 4-•a vi.I!a IID htil'iilhi{4 f0111001111-WI.ia 4ZMIOWE 9l iflfSl4 :¢._i{Y fdW4'.'.1•'! I1�4.a3.41 atf1ll:•i1F'.1'lif4-•I1f9 fMiR '•i:3!•SFT:SF4.. alsll�•••alf1�B;9r0 Ifl 4ffl>Y a3..ial. Is0a li. 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Los 0 L* ��b82B '101-435 t lQi i WATER UNE MATED), / LOT 117%'.1 0.0! 123 UNE 0UR0 L1N:1 DIRECTION 1 21204005 713 NEE 00' 52 99' 1.10 38'34' 15'V A 49' L19 Sal 34'1S'V L20 S56'43'46'V 13.95' L22 322.56'4)' E 3S Oa" L23 122'56'47•E 3306' L24 301'43' 10.E R3.' 1.25 33041.31'E 33 13' 1.26 S33141.31'5 FF 97' L23 3 L21 t 'S5• Li9 x95.05304E L5Q 4)55. Q55•30'[y LIPL30 456'IY 'L 1.33 051'41' L, ' MIT e20 'C L35 S34' 00'E 3396' L36 451.46.12'E 29 35' 200' 07 x3013'1E1'4 30 05' 1.38 1456. 16294E R 05' 740 400 36V 1,40A 402'56' 47.V _.1.0,4711_5431,5 '10 301E 01440 48 gr CL3 0O6'%'54 RCM RNIOI P.U.D. Il IIAP n BC2 N87'58'25 N89'52 26 HIGH COUNTRY NO= 4005411140 00 mama LAT w Mm Atne. SAM 1•04 OfTECT NI MS at, �*87 Lia401111 20) FRO DaEll P.04 00101 4. IC OEM 11.47 ANY 4411114=CO =a Awe 1/1000 41 MC 101051414 Meta a MAN 1151419.4 MI 0417 0' COITOCA1101 4.0011.0601. BLS N895908 E 220.6 FOUND N0.4 REBAR W/ ALUMINUM CAP STAMPED? GINEERING, INC. CONSULTING ENGINEERS AND SURVEYORS 923 COOPER AVENUE GLENWOOD SPRINGS, COLORADO 81601 (970) 945.48676 NA1EN ILIFND DESIGNATED MPMW4 AREA GRAPHIC SCALE HSTOOCA LY NM -IRRIGATED MMA BLUE NERp4 PR01ECT0 4 ZINE PHASE BQMOMY ( IN FLET ) 1 Inch • 100 N. N 10'21'13' E R = 380.00' T - 6.68' L = 13.35' CN = 13.35' = 0700'46' S 0014'28' E R 479.47' T - 98.55' L = 194.38' CH = 193.05' A = 23'13'42" PRELIMINARY PLAT OF ROSE RANCH PLANNED UNIT DEVF'LOPMENT SHEET 8 OF 8 TRACT 1 SO FT - 18993 ± ACRES - 0.436 ± 'Sr m A_ N 1 '620.0 W_ = 1 6.64' 1 l� - 125.69' CH 39' 3211,86' at_30y5'19" N 03'41'04" W R - 620.00' T - 166.64 L - 325.59' CH = 321.88' - 3085'19' red ACONAINO CO.01000 LA Ati Aar mama my ant. IIAND WO. MY caw IN IWS 10.• AWE VOA w[Ct • n- wK: a 0a•C( IOC MIn 0 m0 n, a ,R wn W-InG.I0M 900 -¢-. Ito > - GRAPHIC SCALE loo AO ( 1N TUT ) 1 Mee -100 11.. TRACTS TO BE DEDICATED TO GARFIELD COUNTY i TRACT 2 SO FT - 3414 ± ACRES - 0.078 ± -N .,5'43'43" 113.98' N 03'41'04 R - 620.00' 1' - 166.64' L = 325.59' 01 = 321,88' A = 30'05'19' STRACT 4 SOFT -95± ACRES - 0.002 ± HIGH COUNTRY ENGINEERING, INC. CONSULTING ENGINEERS AND SURVEYORS 923 COOPER AVENUE GLENW00D SPRINGS, COLORADO 81601 (970) 945+8876 u TRACT 3 I SO. FT. 4060 ± ACRES 0.093 ± S 20140'51' E R = 669.35 T = 14.73' L - 29.46' CH - 29.46' A = 02'31'18' N 34145'17 R = 470.00 T - 135.00' 262.92' 259.51' 328308' 5 2752'41" E R = 650.00 T - 47,15' L - 94.13' CH - 94.05' A - 08175*' S 3745'19' E T - 72,54' L - 144.48' CH - 144,18' A 12144'08' 85 N 40'19'13' R - 620.00' T-70.25' L = 139.91' CH - 139.61' A - 1255'48' 03 -\2 3.26 L- 2' A A TRACT 5 SOFT -906± ACRES - 0.021 ± 11 NOTE, 1. SEE (irk DAN FPTOurN y TAW F 00 SHEET 13 FGR 0 -ELN DMA FREouENLY IN ROAD SIDE DITCHES. 2. SNOW STORAGE IS PROTDES IN ROAC40E DITCHES AND deny/DRAINAGE EASEMENTS. 'SNOW MAY NOT BE STORED WREN A 50 RADIUS OF ANT FIRE HYDRANT ASSEMBLY. 3. ALL 0SNRBED AREAS ARE TO BE SEED MULCHED A5 SOON A5 P0S5B1E AFTER CCNSTRUCTPI. PROPOSED j00.000 GAL. RATER TANK CONCRETE - TM Cr CONCETE•6234* GRAPHIC SCALE (m Fear) NPN - 60 Et 5040 LEGEND ter ea— EIOSTNG CMTCuR LINE PROPOSED CONTOUR UNE P80800$ED CavERT MOSS0 LOT UNE PROPOSED CLLWERT NUMBER (SEE TABLE) PROPOSED CHEM. DAM STRUCNRE PROPOSED ROAD OSVTERUNE PROPOSED 16GHT-OF-RAY LINE PROPOSED SEDUENT CONTROL FENCE PROPOSED CART PAIN LOCATION PROPOSED ASPHALT STREET NAME TABLE PUD MAP ROM A ROAD B Ran o PRELIM/PHASE T FINAL PGT REVISED PRELIM/FINAL RIvER EDGE ROAD R8ER BEND WAY eLuE HERON RAY SILVER MOUNTAIN DRNE wH1TE PEAKS LANE 8017E PEAKS LANE CULVERT TABLE CuLvERT 512E-0IA. LENGTH 1MTRT N}6ER (INGRE5) (FEET) IN APPRC% IM'ERT END W.TERIAL LoGT 10N DIT TREATIENT ROAD - STA 10 37 6034.10 6033.73 OMP -FES A05-012 D-6.51 9' a G005 - NM. MUT - 6067.3 ROSE RANCH P.U.D. IEM PF V40- LOT1 T LOT 13E\ �-.....LOT 1 P ATIN TO T 11 14/467 GRADING and DRAINAGE PLAN 0 S ce vo 0 w 0 0 0 0 0 0 4A d8 uo 1 u et w� 550 E°E 2 U2 PROJECT NO. 97042.09 SHEET 10 OF 77 P,� SL`'�\S ' NOTE: 1. SEE WEEK OAM FNFOWNcy TARE ON %CET 13 FCR CHECK DAM FRECUENCY 19 ROAD SIDE OITCNES 2. SNOW STORAGE 15 PN0NDEO IN ROADOCE DITCHES AND UPurY/ORAIrvACE EASEMENTS. SNOW MAY NOT BE STORED WTNIN A 50' RAMS OF ANY FIRE HYDRANT ASSEMBLY. 3. L DISTURBED AREAS ARE 10 BE SEED MULCHED AS 8071 AS POSSIBLE AFTER CONSIAUCTION. GRAPHIC SCALE MATSH p CET M / ( IN FEET ) 1 Inch = 80 M1 STREET NAME TABLE PUO MAP ROAD A PRELIM/PHASE I FINAL PIAT RIVER EDGE ROAD ROAD B LIE HERON WAY ROOD C BEAR CRASS RND/&UE HERON 640/WILD ROAD ORCEL %W560 PRELIM/FINAL MYER BEND WAY SILKR 110040488 DR1E WILD ROSE 087E/ WILD ROSE COURT CULVER1 TABLE CuL ERT 512E-0IA. LENCM HAMER ( IN00E5) (FEET) 24 77 OHO FLO i A a 1%.7.4 "rig° I pkits • a 1 rafrai AN 0/ e 74 75 95 86 .E I9KRT INKERT ENO wdERIAL OUT TREATMENT 60111.86 6011.11 015-905 5995.68 6095.01 025-9E6 5991.53 5090.76 045-0E5 5011.75 6008.00 0.0-9E5 5950.00 5979.14 Om -FES ADS -8812 ADS -912 805-112 405-912 ADS N12 APPRC% L0'AT ION ROAD - SIA 0-7+40 8-11+95 0-16,12 C-3+27 C -114W 6040 Qw LEGEND FNso m (85170 CONTOUR LINE PRCP05ED CONTOUR LINE PROPOSED CLf8ERT PROPOSED L01 UNE PROPOSED CULVERT NUMBER (SEE TABLE) PROPOSED 01E06 DAM STRUCTURE CPo5E0 ROAD CEN1ERUSE °POSE DN OF PROPOSED 510MENT CONTROL FEN, PROPOSED CANT PAN LOCAIIO8 RICP0sED AS'1ALT J ti I ,LOT 121 \ LOT 106\ \ $s✓ 3C On\ FOR ROBERTS*. \ C BH. BATCH W/FES PIER 01001 APPRNL MINTS 1 NVPV.81.5015 MM. OUT . 6012 74 L746TO OF ../TTS OAER 01204 APPROX. 8888416 WV. N. 0101 RIV. QR - 8881 a g ROY RANCH P.U.D. I(EMUP GRADING and DRAINAGE PLAN cc 0 hrj 0 5* V R t ( PROJECT NO, 9704208 SHEET 11 OF 77 10. SEE NOTE: CHECK DDAM FRECIUENET TARIE ON SHEET FREQUENCY 3 FOR 15 ROAD 959 DITCHES AU 2, 5X09 STORAGE 15 PROVIDED IN ROADSIDE DITCHES AND UTLITYNN 5 N STOREDDRANACE EASEMENTS. SNOW MAY NOT BE 550' RADIUS DF ANY FIRE HYDRANTASSEMBLY WHIN 3. ALDISTURB D,f� S AREROE 10 &CSEED MULCHED A5 SOON AS POSIBLE _-6005 �=- GRAPHIC SCALE 5 50 50 GB 109 6 Ll. 2e ADS -5112 W/ FES REPLACE OOSTFIG 16�Y' -- wTw — NpUCE LF. 24 A16 6 6 15' -912 Y FES — ..5985`.,,` s N 0 4 0 `0 K 0 ROE RANCH P.U.D. KEtWP LEGEND 6040 E105TNC CONTOUR UNE PROPOSED CONTOUR LINE PROPOSED CULVERT PROPOSED LOT UNE PRCPO5EO CULVERT NUMBER (SEE TABLE) PROPOSED CNEC5 0414 STRUCTURE 990905ED ROAD CENTERLINE PROPOSED RIGHT -CF -WAY LINE PROPOSED SEDIMENT CONTROL FENCE PROPOSED GRT PATH LOCATION 19CPOSIM ASPHALT CULVERT TABLE APPRO1 CULVERT Si 7E-0 15. LENGTH INVERT INVERT ENO MATERIAL LCCAT ION N58 ER (INCHES) (FEET) IN OUT TREATMENT ROAD - STA 11 30 70 MATCH w,TCR CMP -FES ADS -N12 A -24X0 13 24 40 5943,02 5942.62 04P-1'ES A05 -X12 11-54-38 15 18 10 5941.24 5540.54 0149-265 A00-912 +-8+72 16 18 27 5937.70 5937.43 0149-2E5 A05-912 14-3547 Y — MACH TO0Cis PROJECT 540, 9704208 GRADING and DRAINAGE PLAN 55EET 12 OF 77 MATCH TO Oen - sd x ;4° jai L07 87 6c6‘K' Dc cC �61 he'd * 106 / •s�'�. • /1`` j`"le♦ - �v z� LOT 96 / 100 YEAR FLDC PLAIN 0.0112ED FCR NE ROARING FOM MYER PER FEMA FIRM DATED 1-3-1996 ROARING FORK RIVER STREET NAME TABLE PUO MAP ROAD A ROAD C ROAD A2UM/PHASE / FINAL PLAT REVISED PRELIM/IE1AL RIVER EDS ROAD PIKER BEND WAY BEM CRASS ROAO/BLUE HERON RAT/WILD ROAD CIRCE. 90I10 ROSE 0851/ MLD 805E 0 0 0T R1ER EDGE LME NYFR BEND WA7 CULVERT TABLE APPROM I CULVERT 512E -01A. 1ENGIN 1HJERT 1NVERT END MATERIAL L0C*T 1 OR NUMBER (I NCNE5) {FEET) IN 01T TREATMENT ROAD - STA • 24 60 5975.09 5974.49 0.1W -FES. ADS -N1• 36 2 TCH HATCH 04P -FES ADS -N12 10 24 56 5947.31 5946.75 0<-4E5 A05-112 490 14 79 A-19467 GRAPHIC SCALE Ima 22 (IN FEET ) 1 Inert - 50 LL NOTE, 1 SEE 1XFM DPL FRE01FNCY TART c ON 941E5 13 FOR CHECK DAM :810ENC1 iv ROAD SIDE OTCNE5. 2. 5NOM STORAGE 15 PRONGED IN ROADSIDE DITCHES AID UTLITY/ORMNAGE EASEMENTS SNOW MAY NOT BE STORED walls A 50' RAD4uS Or ANY FRE HYDRANT ASSEMBLY 3 ALL OSNRBEO AREAS ARE 70 BE SEED MULCHED A5 RCN A5 P059BLE AFTER CONSTRUCTION. LSIX DMI FRFp1Nrc TAR F APPROX IMA TE LOGO I ON ROAD A 51A 15+00 - 17+50 51A 17+50 - 20+00 51A 2H00 - 23+50 ROADS STA 1100 - '+50 STA 1+50 - 3+00 STA NW - 5+50 STA '5+50-6+70 STA 6+70 - 9+70 STA 0+70 - 10+20 STA 10+20 - 13+50 STA 13+50 - 16+50 STA 19+50 - 19+00 ROAD C STA 19+50 - 20+50 STA 20+50 - 24+35 STA 24+35 - 25+00 STA 26+00 - 27+70 STA 27+70 - 29+60 STA 29+60 - END ROAD J STA 10+00 - 11+25 STA 11+25 - END ROAD 1 STA 1+00 - 4450 STA 4+50 - 9+50 STA 9+50 - END ROAD N STA 1.00 - 3+20 STA 3+20 - 9+10 STA 9+10 - 11+00 STA 11+00 - ENO ROAD L STA 1+00 - 3+00 7+30 STA 7+30 - 175 STA 11+75 - END ROAD M STA 1+00 - 1+75 57A 1+75 - 3+50 STA 5+00 - 9+00 STA 9+00 - END FREQUENCY 9' 31' 29' 15' 29' 26' 105' 21' 7' 13' 6D' 52' ROAD N STA 1+00 - END ROAD 0 STA 1400 - END SEE SHEET 57 FOR CHECK DMA CONSTRLCT1fx DETAIL LEGEND 6040 00957110 CONTOUR 1.181 PROPOSED CONTOUR LINE PROPOSED CUL8EAI PROPOSED LOT LIE PROPOSED CUL8ERT NUMBER (SEE TABLE) PROPO500 01104 DAR STRUCTURE PROP05E0 ROAD CENTERL'E CPoSEO RICHT-OF-MAY UNE W' 100 sr PROPOSED SOWERS CONTROL FENCE PROPOSED CART PAM LOGAT01 QD PROPOSED ASPHALT ROSE RNICR RUA CROP GRADING and DRAINAGE PLAN 0 5 en O c3 0 0 w 'C 0 V PROJECT N0. 9704209 SHEET 13 OF 77 5 - r PROPOSED CULVERT °POSED LOT LINE PROPOSED CULSERT NUMBER (SEE TAM) PROPOSED CHECK DAM STRUCTURE °POSED ROAD CENTERLINE PROPOSED Rl4T-Ci-NAT UNE PROPOSED SEDIMENT CONTROL FENCE PROPOSED CART PAM LCCABON NOTE: 1 SEE NECK SAM FRECOFNOY TAME ON SHEET 13 FOR CIECN Dwu FREgIENCY IN ROAD SDE DITCHFS, 2. SNOW STORAGE 15 PROVIDED IH ROADSIDE DaCHES AND UTILItVIIWAMACE EASEMENTS, SNOW MAY NOT BE STORED W THIN A 50' RADIUS OF ANY FIRE HYDRANT ASSEMBLY. 3 ALL DI5TURBED AREAS ARE TO BE SEED MULCHED A5 SCCN AS POSSIBLE AFTER CONSTRUCT10N. SIZE -DIA. LENGTH [INCHES) (0EST90 35 INVERT END MATERIAL OUT TREATMENT W.tCH OP -FCS ADS -1412 5934.00 WINO WALLS CONCRETE 5959.82 W+ -FES ADS -3413 40 5991.00 5940.50 CMP -FES ADS -3412 85 IwTCX MATCH CW -FES ADS -3412 85 8000.00 5997.00 W1N0 WALLS CONCRETE APPROX LOCATION ROAD - STA 0-19+22 0-N+N 0-37+70 0-31+50 J-9+62.5 J-1.99._ 0 2 4 0 0 0 0 5985 Nv ti. SC ADS -1412 •/ REPLACE COMO LOT 71 o q6 ij g PROJECT N0, 9704209 ROBE RNIOI P.U.D. I011gP LEGEND 6040 02571110 OONTOIR UNE PROPOSED CDIITpJR UNE PROPOSED CULVERT PROPOSED 1.0 L E PROPOSED CULVERT NULBER (SEE TABLE) r PRCPOSED CNECN 0A14 STRUCTURE PROPOSED ROAD CENIERLIIE — — PROPOSED RICHT-DE-WAY LINE —In-1cr—fn— PROPOSED YgMENT 00.11R0L FENCE PROPOSED CART PATH LccADd1 PROPOSED ASPHALT 11E sr car NOD COMIC GILMAT ACROSS 0M00 0 h re 0 0 4 RET 7S FOR AM GRACING en 0 l T \--\ `Th-N-ThN —IIT I --0 LOT 49 I r— — i II 1 1 LOT ,4' r- —— 1,7 / LOT 472 H1 1 - —/7I---7 { - - LOT 46 LOT 451 1 7-- LOT 4 �— LOT 7 / —` /COT 14\ LOT 15 \\ 100 YEAR FL000PLAIN )G1I251 0R THE ROARING FORK RI FEN* intim DATED 1-37996 STREET NAME TABLE 'l10 MAP PRBLM/PHASE / FINAL PGT ROAD J TALKFA 0R 91c NINE DRIVE RIVER EDGE 90,0 IROBRCGE DRIVE NGDDN SAGE ROM RIVER BEND WAY ( IN PEEL ) 1 Inch • 80 N. LOT 19 CULVER TABLE [LIVER 512E -DIA. LENGTH INVERT INVERT ND NATER1 ALAPPRO L0C*T ION N.NBER (I SCHES) (FEE 1) 1 ei OUT TREATMENT ROAD STA 24 38 5922 18 5921.80 0.47 -FES .8 40 5934 21 5833.81 04F -PES 24 37 5925 70 5925.33 018-EE5 18 55 5926 25 5925.70 0M+-PE5 24 25 26 27 ADS-Ri2 ADS -3412 ADS-Al2 ADS -N12 L-4+10 N-1+76 M-9+00 N-2+95 X015; 1. SEE AMEN nA FREPIENCY TABLE ON 5415ET 13 FOR CHECK 0A4 FREW[NCV IN ROAD g05 DITCHES. 2. 5N0w STORAGE 5 *ROMEO IN ROAD5DE 0110055 AND UTLITY/0RA,A05 EASEMENTS. SNOW NAY NOT BE STORED XIIRIN A 50' RADUS OF ANY FIRE H1DR8RT ASSEUBLY 3. ALL DISTURBED AREAS. ARE TO BE SEED MULCHED AS SOON A5 POSSIBLE AFTER (X45TRUCTOI. GRADING and DRAINAGE PLAN PROJECT N0. 9704209 1 SHEET 16 OF 77 co 2 0 5 36 01104 &LflT WTh M.WNpES AT BENDS AM AUQ GATES AT Ealp1 PPM. cn CO 4 0 6 r 0 0 4 LOT 28-- 7 i 7 CULVERT TABLE CULVERT 512E -D1 LENGTH KR@ER IMNE5 EC ET 21 36 85 23 10 37 24 24 30 ROSE WWI P.U.O. RflYM RIVER ECCE FWD OVER BEND WAY BIG G DAVE MEADOW SAGEDRIVE RIVER EWE ROAD RIVER BCM WAY��—..AMeZio 41I GRAPHIC SCALE ( IN PECE ) 1 Inert - 00 ft. 1. SEE (4[188 D M MOH ENCY 180 R ON SHEET 13 Epi CHECK DAM ERCWCNCY IN ROAD 90E DITCHES. t. SNOW STORAGE 15 PROVIDED IN ROADSIDE 5TO4E5 AND GOUTY/DRAINAGE EASEMENTS SNOW MAY N01' BE STORED WITHIN A 50' RADIUS OF ANY FIRE HYDRANT 955EHB.Y. 3. ALL DISTURBED AREAS ARE TO BE SEED MULCHED A5 SOON AS POSSIBLE "-TER CCN5IRJCT100. APPRO I WERT INVERT END MATERIAL LOCA ION 1 N OUT TREATMENT ROAD - STA MATCH MATCH OAP -FES ADS -1412 J-0 62.5 5620.00 5920.53 CLP -FES 956-1112 I-0459 5922.18 5921.80 CMP -FES 905-012 L-4 10 LEGEND 6040 - - Evrn60 CONTOUR UM PROPOSED CONTOUR UNE PROPOSED CULVERT PROP05ED LOY LINE PROPOSED CULVERT NUMBER (SEE TABLE) PROPOSED *ECM DAM STRUCTURE PROPOSED ROAD CENTERLINE PROP SED GM OF —16—PT—Ea— PROPOSED SEMEN,' CONTROL ma PROPOSED CMT PATH L00ATCH PROPOSED ASPHALT PROJECT N0. 9704209 GRADING and DRAINAGE PLAN I SHEET„ - -MATCH TO BFT 21 ROSE RARCI P.U.D. MOW 6040 - ETISING CONTOUR UNE PROPOSED CONTOUR UNE PROPOSED NLYERT PROPOSED LOT LINK PROPOSED CULVERT NUYDER (SEE TABLE) Pa. PROPOSED CHECK DA. STNUCNRE PROPOSED ROAD CENTERLITE ▪ CPOSE GH OF m PROPOSED SEO sENT CONTROL FENCE PROPOSED CART PATH LOCATION PROD ASPHALT PROPOSED GRAVEL Sg MATCH TO 8FEETU GRAPHIC SCALE PROJECT NO. 9704204 ( IN FZWT ) 1 Inch — 60 It GRADING and DRAINAGE PLAN SHEET 18 OF 77 WATER TAM( SCE , MINIMUM ELEVATp1 Gi 24' RADIUS. F4' HIGH 6 PROPOSED CULVERT PROPOSED LOT UNE PROPOSED CULVERT NUMBER (SEE TABU) 0 Q 0 PROPOSED RIGHT -OE -WAY LINE PROPOSED SEDIMENT CCN1R1 FENCE PROPOSEDCURT PAT) LOCATOR kreAr- 45 LE. 24' ADS -N12 W/ FES REPLACE E11S11NG 15' CW .F CART UNDERPASS 5.12 BOX CULVERT �- iiRAW •I 'I MATCH TO SEDT 10 GRAPHIC SCALE '0 ( 1N FEET ) 1 mon-60 R. Cade. 1otvm1 - Le and 6' PROJECT N0, 97042.04 SHEET 17 GRADING and DRAINAGE PLAN DIE 77 MAtCH 10 -- T � ------ m 0 c; c> GRAPHIC SCALE 120 ( IN FEET) 1 Inch - LSO rt Contour Interval - B 6040 Yr LEGEND FASTING CONTOUR UNE PROPOSED CONTOUR UNE PROPOSED CULVERT PROPOcAD LOT LINE PRNOS£D CULVERT NUMBER (SEE TABLE) PROPOSED OLEO( DAM STRUCTURE OPOSED ROAD CENTERLINE °POSED RICHT-Cf-WAV LINE PROPOSED SEDIMENT OONTROL FENCE PROPOSED GRT PATH LOCATION PROPOSED ASPHALT/BRIDGE CONCRETE 90EWALN ROSE RANCH P.U.D. RENON O 055 re 0 0 0. U O t47��C0. 4S 1A 9 MUTT PLATE CNJ e. �� 77.--.1-411'11111111-. �•••p‘‘‘\\\\\\\\\\\\\\\\\\ar \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ ialiireralranNNSAMIIIINWASIANianafin • • \\�I�UU=-\\--,111111111 5998 'R� � �11 �q : -V 00 .5985 .. a_ -- MATCH TOSHEET814end 15 GRADING and DRAINAGE PLAN PROJECT N0. 97042.04 SHEET 19 OF 77 �4 -6475- Gov HOLE . 113 OECD- _�i2C9 LEGEND ErS1T G CONTOUR UNE PROPOSED CONTOUR LNE PROPOSED CULVERT PROPOSED LOT UNE PROPO&O dA.HRT SNIDER (SE WILE) PR OU0YO CHEN( DAM SRNCTURE PROPOSED ROAD CENTERLINE — — PROPOSED RIGHT -Li -WAV LENE PROPOEED SEDIMENT CONTROL FENCE PROPOSED CART PATH LOCATION MM030 ASPHALT) DRE CONCRETE SIDEWALK GRAPHIC SCALE PROJECT NO. 9704204 SHEET 20 OF 77 1 LEGEND 48" CMB WITH B ON END:FOR DEBRIS FLOW ATTENUATION,'CREATE 8 X1TALL OVE .% 6jlV D6 _\ 64 EKISING CONTOUR UNE PROPOSED CONTOUR UNE PROPOSED CULVERT ROSE RANCH Y.U.D. WOW 0 0 PROPOSED CULVERT NUMBER (SEE TABLE) PROPOSED OLEO( DAY STRUCTURE PROPOSED ROAD CENTERLINE ROPOSE ON 1E M DMOMENTMOMM FENCE PROPOSED CART PATH LOCATION PROPOSED AEPHALT/BRIDCE CONCRETE SOCWALK 7J R C 0 0 GRAPHIC SCALE IN veer ) E Inch . 60 ft. 0 08"ENDR WITHBAR R �A.;TENOq➢ON, OEBRIS FLpW I CREq TE I J `2ER pIPE BERM r. �...,, 6200...__ O N 11A1CH TSD 1' ' GRADING and 'D'AIIGAGE PLAN O V 5 0 0 4 0, U a O ff E, SqS J a d z } mW u PROJECT NO. 97042.04 SHEET 21 OF 77 }if Pogo wE0 ONO 0010 5,4 NETA�IARF N 57* -Nue N �Y OOY' •N ON MN]O •G N.W A.0 1W [ AW REAM 010Y NN K I g£ ROSE RANCH P.U.D. REHIM wmA MRA K. IHp M LEY • ENLI An •Es yR R•MI 0010 MST ' ICO 2 00 1+0 4 00 0.00 APPRa En�TNRa�m AR5 (Two PRavm00 LIEVAII>R 0060 F1 EBO WAY Fm STATIONING IS CENTERUNE STATONING I1 NM N01 SCALE 1' . m wNm0VL N0.Pn 02400 GRAPHIC SCALE (w FEET) 1 Inch • 90 IE EEE OE TAILS FOR ROAD CROSS SECTION! GRACING SNEE TS FOR C+ORRT INFORMANCR LEGEND 6040 RAF Elm PROPOSED ASPHALT 0505100 1. CONTOUR LINE 0505nNG 5' CONTOUR UNE PROPOSED CONTOUR TUNE PROPOSED 5' OONTOIR UNE PROPOSED WLVERT RCPOSE0 LOT LINE PROPOSED ROAD CENTERLINE PROPOSED RIGHT -OF -MAY LINE PROPOSED CART PATI 740 STREET NAME TABLE PUD MAP PRELIM/PHASE 1 FINAL PLAT REVISED PRELIM/FINAL ROAD A RIVER EDGE ROAD RIVER BEND WAY ELIMINAY 0 ROAD 'A' PLAN and PROFILE z 0 5 LJ 0 x 0 0 DATE 6-1-03 rc n PROJECT N0. 97042.09 SHEET 22 OF 77 STA 18100 MATCH TO-SfLEET 22 - - STREET NAME TABLE PUD • MAP PRELIM/PHASE 1 FINAL PLAT REVISED PRELIM/FINAL ROAD A RIVER EDGE ROAD RIVER BEND WAY GRAPHIC SCALE ( IN FEET ) 1 Inch • 60 ft SEE DETNLS FOR ROAD CROSS YCIION SEE GRADING SHEETS FOR CULVERT INFORMATCN LEGEND PROPOSED ASPHALT EXISTING t' CONTOUR UNE EXISTING 5' CONTOUR LINE PROPOSED 1' LCNTaN UNE PROPOSED 5" CONTOUR LINE PROPOSED CULVERT O E PROPOSED ROM CENTERLINE PROPOSED RICHT-Of-WAY UNE PROPOSED CART PAM ROSE RNIOI P.U.D. CAMP M STA • II47A4 M QAT •NMI] p• an KW W M STA 14•30 M GN • NOM an • -MM E•MN M RA • 1702 M ILLY • BMW AP • Nn [•3143 WF MR OEV A. MAY OW PONT M • INMN N71A•M11* M GEV • SON AO • lR PROJECT NO. 9704209 STATIONING 15 CENTERLINE STATIONING SHEET 23 OF 77 STREET NAME TABLE PUD MAP PRELIM/PHASE 1 FINAL PLAT REVISED PRELIM/FINAL ROAD B BLUE HERON WAY SILVER MOUNTAIN DRIVE ROBE RMIOI P.U.D. IEWIAP 2 1 GRAPHIC SCALE so e Le Le pReeee2D PAIN ( IN FEET ) 1 men - K R SEE DETAILS FOR ROAD CROSS SECPCN SEE GRADING 5HEET5 FOR CULVERT INFORMATION LEGEND 6040 'Y 4..7*- OHIO PAWN • A@AV AO - -440 moo w M RA -IND M LLD, . AWN AO. -}W A. Am 1400 f 2 KWIC PROPOSED ASPHALT E0511120 1' CONTOUR LINE 03511740 5 CONTOUR LINE PROPOSED 1' CONTOUR UNE PROPOSED 5' CONTOUR UNE PROPOSED CWNERT PROPOSED LOT UNE PROPOSED ROAD CENTERLINE PROPOSED RIGHT -OF -WMT UNE PROPOSED DART PATH KWIC M RTI- *721••• - M YLv. W•4P00000411 Fv6105 CRAM M . 5 44 200 a M OM . 774627 M 6EV . WIN Aa. Ea KWIC M STA • *MAO M air • Kma • -la • . An IC M t4.. IMAM M C2v.iWM 46--W R • AK MOO v0 W PONT DAV. BMA LOW IMT STA - 14.27.13 M STA .13011 M&IV-Mtn AA • Co. 22 36 4400 4 e 0400 5 c. c m 0400 fi 76 a Mw 1 4.6 10.700 ARAMs MONONCv (;PROPOSED ELYEIIMMEIANDEWE STATIONING IS CENTERLINE STATIONING 4 1146 4 µI1 50 FT. (n .)) 5 1200 03400 a 14 03 4 INK 11.00 0003 4.6 17400 ROAD 'B' PLAN and PROFILE z 0 s 00 O 0 0 U DATE 6-t-0 00 a F 00 0 m pi au a to W oW ad 4 r "4:t as PROJECT N0. 97042.09 SHEET 24 OF 77 GNP 1NOSE K M STA. NN M DEV - SN044 - -005 R . ISS S 2 2 PROAKEED Nam Duct MSA . 4407.21 M cur/ - W7/0 AA • 244 F . .NN W Al RA. MW.N M DSV . eon M.. 11111 R • as 00.014 M 0.8I . 0070211 AO . 1.H 1. 4417 w GRAPHIC SCALE 0 5 SEE DETAILS 734 ROAD CROSS SECTION SEE ORADNG SHEETS FOR CVLVER7 INFOi9AT01 LEGEND 6040 Kan P40005ED ASPHALT En5TN0 1' CONTOJR UNE En5TN0 5' CONTOUR UNE PROPOSED 1' CONTOUR UNE PROPOSED 5' CONTOUR LIPP PROPOSED CULOERT PROPOSED LOT UNE PROPOSED ROAD CENTERLINE PROPOSED RNi1T-Cf-DAY UNE PROPOSED CART PATH 0 0 z STREET NAME TABLE PUD MAP PRELIM/PHASE 1 FINAL PLAT REVISED PRELIM/FINAL ROAD C BEAR GRASS ROAD/BLUE HERON WAY/WILD ROAD CIRCLE WILD ROSE DRIVE/ WILD ROSE COURT 2 2 P g 2 0.. 1.03 2+00 3+00 .03 5+03 0 00 4 03 8+40 A..AN. 051440 E91'IA1HNO 9 00 WILD ROSE DRNE + WILD ROSE COURT STATIONING IS CENTERLINE STATIONING 1�(Ewa. TN(�DE.ATlI0 (700 10+0 it 114.03 12400 17.03 %Orr 13940 1070 ROSE RANCH P.U.O. IMP PROJECT N0. 9704209 ROAD 'C PLAN and PROFILE SHEET 25 OF 77 SEE DETAILS FOR ROW CROSS SECTION S[E GRADING SHEETS FOR CULVERT INFORMATION LEGEND PROPOSED ASPHALT "- ---- ----- - EASTNG H' CONTOUR UNE 6040 EXITING 5' CONTOUR UNE PROPOSED 1' CONTOUR UNE PROPOSED 5' CONTOUR UNE PROPOSED CUL+ERT PROPOSED LOT UNE PROPOSED ROAD CENTERLINE — — PROPOSED RIGHT-OF-WAY LINE — PROPOSED CART PATH GRAPHIC SCALE la ( PELT) 1 inch - 60 rt SEE SHEET 67 FOR ROAD CROSS SECTION SEE GRADING SHEETS FOR CULVERT INFORMATION aar H+W 2+50 *PIM COSINE DIVAMNS f PROPOSED OLEPAP125 N S0 F (M.)\ / env 50 FT (T2.) 3.03 B NW 1114f1E% P 'ura B J►IIP STATIONING IS CENTERLINE STATIONING 'POO SCALE I' - CO' NlnzaT2L 1 STREET NAME TABLE PUD MAP PRELIM/PHASE 1 FINAL PLAT ROAD D WHITE PEAKS LANE REVISED PRELIM/FINAL WHITE PEAKS LANE GRAPHIC SCALE ice IN FEET ) I Ireh - 50 n ROBE RMIa P.UA NMIIP ROAD '0' PLAN and PROFILE 0 5 ce 0 0 x cC 0 CV 0. ISE PROJECT N0. 97042.09 SHEET 26 OF 77 5 43-33-40" E •1.19' . 4• ep' R.15 T • 37.41' L. 73%' CO .SSI '40' C - 731? `Q T PITIOASE 151253.9 14 9 183.0 0.7 E 140Sp 5930., -- 5920 5915 00 11 $$ gals 'Ng wN+ oi 5� cn r ccin RED BLUFF CIRCLE 1+00 2+00 B 1111 ILI FE 0211E STATIONING IS CENTERLINE STATIONING 3+00 5930 5920 DATUM E/EV 691500 h APPRO51.141E 51051750 GRADE APPROX. ELEVATIONS EXISTING EVERY 50 ST ELEVATIONS (T1P.) \ [' EVERPROPOSED it (74P.) SEE DETAILS FOR Rano CROSS SECTION SEL GRADING SHEETS 50R CULVERT INFORM/11CH LEGEND 6040 —® PROPOSED ASPHALT 58511501' CONTOUR LINE 5851150 5' C 410OR UP€ PROPOSED +' CONTOUR UNE P50P05E10 051555T PROPOSED LOT LINE PROPOSED ROAD CENIERLNE PROPOSED 55917-CF-5AY UNE ALCP05ED CART PAM GRAPHIC SCALE x EEE? ) 1 Inch = 00 R STREET NAME TABLE PUD MAP PRELIM/PHASE 1 FINAL PLAT REV/SED PRELIM/FI "AL ROAD N RED BLUFF CIRCLE RED BLUFF COURT ROAD 0 LONG SHADOW LANE GAMBLE OAK LANE SEE SHEET 67 FOR ROAO CROSS SECTION • PROPOSED 55191 GRADE SCA/1, I' • 50' HORIZONTAL - 5' VERTICAL �P A "3¢ u°iilR \ v°iE p` n r.2 5928.2 n n "E1 1+00 2+00 3+00 A&Sf F A$IC 1 APER: STATIONING 1S CENTERLINE STALONING 4+00 5+00 RAID AMICI P.UD. 14111IPP ROAD 'N' + '0' PLAN and PROFILE 0 5 5 ce 0 0 DATE 6-1-03 PROJECT NO, 97042.09 SHEET 27 OF 77 1 SEE CETNLS FOCI ROAD CROSS SECTOR SEE GRADING SHEETS Edi CULVERT IPFORNATd4 LEGEND 6040 - 5970 5950 P%1 STA • 20+21.71 M Elly - 5556.00 294 K- M46 17557' VC.. gg 8 5 PROPOSED FINISH GRADE IDY PONT ELEV - 554176 LOW PONT STA - 24+3624 PN STA - 24+26 PA MPV - 694625 A5. - 496 K - 1616 NDN PONT DEV - 504.12 NW PONT STA - 25194.53 PA STA - 24+00 PA SUFI - 5045.6 - AA - -4.33 K-20.50 9O6 K 5950 1 6 PROPOSED ASPHALT 0051180 I' CGNTDJR LME En5TN0 5' CONTOUR LINE PROPOSED I' CONTOUR LINE PROPOSED 5' CONTOUR LINE PROPOSED CIJLSERT M05ED LOT LINE PROPOSED ROAD CENTERLINE PROPOSED RIGHT-OF-WAY ENE PROPOSED CMT PATH GRAPHIC SCALE 25 ( 18 FEET ) 1 Inch - 50 IL STREET NAME TABLE PUD MAP PRELIM/PHASE 1 FINAL PLAT REVISED PRELIM/FINAL ROAD G RIVER EDGE ROAD RIVER BEND WAY DILNa1T 517 5940 5930 APPROLUATE EXISTING PNCE MPRO%. E%15118G ELEvATCNS r PROPOSED 00E0021015EVERT 550E (TYP.) \ / GARY 50 FT. (IVP.) D WRT 519 19+6 20+00 21+00 22+00 23+6 FIYD'i eD WAYY STATIONING IS CENTERLINE STATIONING 2.6 25+00 26+00 T6 ROM RMIOI P.U.D. IO2TY'IRP Z N DATE 6-1-03 0. 0. •- FOd LIMINA z oti o�S TROC ROAD RG PLAN and PROFILE PROJECT N0. 9704209 SHEET 29 OF 77 1 1 599112 59433 1 19+6 20+00 21+00 22+00 23+6 FIYD'i eD WAYY STATIONING IS CENTERLINE STATIONING 2.6 25+00 26+00 T6 ROM RMIOI P.U.D. IO2TY'IRP Z N DATE 6-1-03 0. 0. •- FOd LIMINA z oti o�S TROC ROAD RG PLAN and PROFILE PROJECT N0. 9704209 SHEET 29 OF 77 1 - ue ✓ 661Y CB . Nstrew v L 1 O - 114.42' 8 5960 a6S +CC6S STREET NAME TABLE PUD MAP PRELIM/PHASE 1 FINAL PLAT REVISED PRELIM/FINAL ROAD G RIVER EDGE ROAD RIVER BEND WAY 9000' .0 M STA - I+E0 M ELEV - 0667..59 AD.. -4.47 x E - 10.1E yA 7 R 8 12000' C PN STA - 2.91.0 M ELEV - 006007 AD.. 386 N . 3055 LW PONT EIEV - 504&52 LW PONT STA . 6+38.31 M STA . 5+40.20 M DIV . 5594&.11 AD. 3.30 N . 3034 10000' VC LEGEND RCM RNOS P.U.O. MVM PROPOSED ASPHALT ......._ ._-.. �. ....__ EASING 1' CCNTdA LINE 6040 ENISTNG 5' CONTOUR LINE PROPOSED 1' CONTOuR UNE PROPOSED s CONT01R 101E PROPOSED CVLYERT PRCV0500 LOT NIE - PROPOSED ROAD CENTERLINE P 0.05E0 RIGHT-OF-WAY UNE PROPOSED CART PATI '00 POPO BLV - 694601 .0. PONT STA - 6+7530 M STA -0470 M ELEV 51140.07 AA --610 .20.35 10600' VC LW PONT IIEV - 5944.24 LON PONT STA - 6+T.M M 5TA - 6+48 M azV . 504332 AD. - 510 . 30.86 160.00i CC 14101 4 PONT MEV . 0001.00 004 PONT STA, - 10+17.71 M STA - 10+1601 M aEv - 8666.0 A5. • -367 r - 20.46 1.00' VC GRAPHIC SCALE ( 06 FEET ) 1 Ineh - 50 IL SF£ DETAILS FCR ROAD CROSS SECTION SEE GRAOM0 ENEETS FOR CUL`.ENT INI0INATI01 5950'- 50.0 5930 DI1VY HSN 54&800 06eOLT 616 PM 0500 004m (WADE 9PRW0MA1E EASING GRADE APPROX EKSTING EHRY 50E FT. TIONS (TIP.) \ / ELEYPROPOSED ELEVATIONS Ft (TW) z 2 LW PONT ELEV - 8040.70 LW PENT STA - 13+47.27 M STA - 13+20.17 M (EV -004&.86 AA. 842 N - 37.23 9000' VC CULVERT R6l 3 8 1+00 2+00 3+00 4+00 5+00 6+00 7+00 FW@UMDWAY STATIONING IS CENTERLINE STATIONING I g ROAD 'G' PLAN and PROFILE 0 5 a 0 0 E.> PROJECT No. 97042.09 SHEET 30 OF ]] hili 77 Ng • N ,� / n r on 1+00 2+00 3+00 4+00 5+00 6+00 7+00 FW@UMDWAY STATIONING IS CENTERLINE STATIONING I g ROAD 'G' PLAN and PROFILE 0 5 a 0 0 E.> PROJECT No. 97042.09 SHEET 30 OF ]] hili 77 1!-'- 1 LO ° 644 iFOiM Sten -ems . LOW POUT EILV - 504519 LOW PMT STA - 27+7146 M STA 27+70 M BEV - 9+250 4O - 463 N - 25.90 12000' .0 1901 PORT BEV - 504427 191 PONT STA - 29+5421 • M STA - 29+50 M flEV - 5046.50 4.0. - -174 E- AQN 110.00' VC 0116wr IRO AOPRO% EwsTNG EL YATIONS PROPOSED ELEvATCNS EYERY 50 r / EVERY 50 FT (119.) CULVERT POJ APPROSMAIE EE6bNG OIADF SONE 1' - 50' HORIZONTAL - 5' +ERROR 5.i n 3i PUD MAP i 1 ifl PRELIM/FINAL ROAD G RIVER EDGE 27+00 28+00 29+00 30+00 11V6i E BO WAY STATIONING IS CENTERLINE STATIONING 31+00 32+00 96 7! 960 CAS .... 6� 11�` • L, � xs'a• 406 ,:, SEE DETAILS FOR ROAD CROSS SECII01 SEE E A0PN0 SHEETS FOR CULVERT INFORHATON LEGEND 6040 Qtl PROPOSED ASPHALT Ens1150 1' 0. Td1R LINE EAsnxc 5' CONTOUR LINE PROPOSED 1' CO,TDW LNE PROPOSED 5' CONTOUR LINE PROPOSED CULVERT PROPOSED LOT LINE PROPOSED ROAD CENTERLINE PROPOSED RIOIT-OF-WAY UNE PROPOSED CART PAIR GRAPHIC SCALE 50 0 75 50 100 700 (M PC%l ) Nab - 50 IL STREET NAME TABLE PUD MAP PRELIM/PHASE 1 FINAL PLAT REVISED PRELIM/FINAL ROAD G RIVER EDGE ROAD RIVER BEND WAY ROAD H RIVER EDGE LANE RIVER BEND WAY SCALE: 1' 50' HORIZONTAL 1 - 5' 1ERRCAL 4. 1 50426 06 15+00 16.00 17+00 16+00 i1VBi EE#C WAY STATIONING IS CENTERLINE STATIONING 19+00 5940 5930 909E RANCH P.U.D. I0'IWP ROADS 'G' + 'H' PLAN and PROFILE 0 V 0 LO 0 0. 0. PROJECT NO. 97042.09 SHEET 31 OF 77 T.,,A144 Ot -'---4la' 4iiilfits_ /, / \ , s I -1 • -7 /0c6S -...... /_ STREET NAME TABLE PUD MAP PRELIM/PHASE 1 FINAL PLAT REVISED PRELIM/FINAL ROAD I RIVER EDGE ROAD RIVER BEND WAY 5930 - APPROX. EIOSTN0 ELEVATORS EVERY 50 F . (TIP.) PRCOOSEO ELEVATORS EVERY 50 ET (TYP.) APPROXIMATE E109TNG GRACE 0 pa SCALE: 1' . 50' HORIZONTAL DATUM EMT 502000 eP{ to NAV 5R Ch A 0 m 1+00 2+00 3+00 4+00 5+00 6+00 7+00 F0u1212112WAY STATIONING IS CENTERLINE STATIONING 8+00 9+00 10+00 11+00 5940 5930 GRAPHIC SCALE so 100 ( 111 EENT) 1 Inch • OU IL SEE PETALS FOR ROAD CROSS SECTION SEE GRADING SHEETS FOR CIn'ERt INECRHATON LEGEND 6040 QEI PROPOSED ASPHALT E%ISTNG 1' CONTOUR LINE 005TN0 5' CONTOUR UNE PROPOSED I' CONTOUR UNE CPOSED 5' CONTOUR UNE PROPOSED CULVERT PROPOSED LOT LINE PROPOSED ROAD QNTE161NE PROPOSED RIGHT -OE -WAY LME — — — — — PROPOSED CART PATH ROSE RANCH P.U.D. IOIMM ROAD 7' PLAN and PROFILE 0 5 O 0 to 0 FILE: PPR6 PROJECT NO. 97042.09 SHEET 32 OF 77 GRAPHIC SCALE l/ IN Feer 1 man - 50 It. SEE OXTAILS FOR ROAD CROSS SEC1104 SEE WADING SHEETS FOR CVLNERT 19FQMATGN 2 6010 5990 5990 5970 W M STA A. I+75 M REV - 5015.75 51 W47 ,5000' V5... S STREET NAME TABLE oA PUD MAP PRELIM/PHASE 1 FINAL PLAT REVISED PRELIM/FINAL ROAD J TAMORA DRIVE \! IRONBRIDGE DRIVE M STA - 055 M REV - 586271 AP - -UV N - 50.00 90.00' VC 0 P1MSH GRADE. DUPERY 02 M STA - I1+25 PM OXV - 5840.11 AA - 4.38 K - 51.57 21400' VC APPROXIMATE DOSING GRADE APPROX EISSTNG ELEVATIONS PROPOSED ELEVAT0I5 EVERY 50 FT (ISP.) 1" EVERY 50 R. (TM.) .eT 021 SCALE; 1' - 5D' HORIZONTAL 5560 1 5970 s fig oA § s� e� � Ns \! a �ii e a Ai 1490 2.00 3+00 4+00 5+00 6400 7400 RON SIO OFiVE STATIONING IS CENTERLINE STATIONING 8+00 9+00 10+90 y950 5840 - COSTING 1' CONTOUR LINE EXISTING S' CONTOUR LINE pwrosED 11 CONTOUR ZINE PROPOSED 3 CCNT0IR LINE a 0 d PROPOSED a1KRT PROPOSED LOT LINE PROPOSED ROAD CENTERLINE PROPOSED RIGHT-OE-wAV LINE PROPOSED CART PATH to ROSE RNICK P.U.D. IOWM PROJECT N0. 9704209 SHEET 33 ROAD V' PLAN and PROFILE OF 77 GRAPHIC SCALE ( IN FRET ) 1 inch - 50 H. / / / / / / / / SEE DETAILS FOR ROAD CROSS SECTOR 5E£ CRA0NC 911ET5 FOR CULVERT FIFORUATbl LEGEND STREET NAME TABLE PUD MAP PRELIM/PHASE 1 FINAL PLAT REVISED PRELIM/FINAL ROAD K BIG WING DRIVE MEADOW SAGE ROAD PROPOSED ASPHALT E515TNG 1' CONTOUR UNE DARTING 5' CONTOUR LINE °POSED 1' CONTOUR UNE PRM 3' 0.YITGJR UNE N PROPOSED CULVERT PROPOSED LOT UNE PROPOSED ROAD CENTERLINE RCPT 01 OF 1E PROPOSED CART PATH DATE 6-1-03 z 6 M STA H. 3R20.03 M aEV - MOOD AA. H. -OAS N -Wb WAY TC ‚ROW VC NEM PONT DCV _ SUMS WM PONT STA - 9411.46 M STA - MSO M ELEV - SSAa® sa - -an K - MSS M STA - MOO M ELEV -% O] Aa - OAR R - n!! WW VC PROPOSED FPO SH OR DATUM ELM' 692000 APPMX ESISTNG ELEVATIONS PROPOSED ELEVARCNS EVERY 50 F . (110) \ r EVERY EO PT. (TIP.) PILE: 1' - W' NCPoZOITAL - 5' L4RRCAL E;m gg h , o. 2R SI Nl 5944 .6 R 5945.9 IN h N gi h N1 O So MEADOWSASE RC)A/ STATIONING IS CENTERLINE STATIONING PROJECT N0. 97042.09 ROAD 'KN PLAN and PROFILE SHEET 34 OF 77 L - rib - L \,� .. 7026,�i WO.00/ ` - 2A5.er -1--, 1 IN ropSIE412111re CB - S 3Y0117' 0 D. 651 JIb81A 11194:1‘ 5940 - 5930 5920 DATUM E/6V 6810.00 Immle moo' vc M STA - 2+07.10 M 6EV . 50.5105 AD. - -26 E-2723 1 4 . 142.0? LOW POUT EIEV - 5S2440 LOW PONT STA . 4+3382 230.00 VC PM STA - 3+50 M flt3 - 52457 AD . 470 E ..11.34 STREET NAME TABLE PUD MAP PRELIM/PHASE 1 FINAL PLAT REVISED PRELIM/FINAL ROAD L RIVER EDGE ROAD RIVER BEND WAY PM STA - 7+3216 M OEV . 6829.13 AD.., -037 K - 133.63 1 50.00' K SI no& `C PM STA - 11+7406 M EIEV- 0932.6 AA- 2.6 E-30.4 SI A GRAPHIC SCALE e so sos 5940 MHRORMATE 03511NG GR CIEMERT p4 APPROX. EXITING ELEVATIONS PROPOSED ELEVATIONS EVERY 50 E . (TM.) \ / EVERY 50 IT. (TF,) SCALE: f' 50' HERIZONTA 5' VERTICAL ry h R n A 01 n 1+00 2+00 3+00 4+00 5+00 6+00 BEMBlitia3YAY 7+00 STATIONING IS CENTERLINE STATIONING 8+00 9+00 10+00 11+00 12+00 (i8Tr8E) 1 Inch - 50 IL SEE DETMLS Eta ROAD CROSS SECTOR SEE GRADING SHEETS EOR CRLWRT INrONMATCR LEGEND 6040 PROPOSED ASR1ALT [1(111NG 1' CONTOUR LINE DIVING 5' CONTOUR LIVE PROPOSED C CONTOUR UNE PROPOSED 5' CONTOUR LINE PROPOSED CULVERT PROPOSED LOT UNE PROPOSED ROAD CENTERLINE — — PROPOSED RICHT-OE-NAY UNE RR-- — PROPOSED CART PATH ROSE RANCH P.U.O. 16ZA1M ROAD 'LP PLAN and PROFILE 0 5 Lai 0 > 0 0 DATE 6-1-03 (0 PROJECT NO. 97042.09 SHEET 35 OF 77 5040 M STA 2.00 \ M ELEY - 5949.00 1L AD - -8.80 R - 33.17 MOO' VC 1 5420 - M STA - 4+06 M MEV - 506AM AD. • 6.06 K - ]0.00 PROPOSED 8491 GRADE NON POINT DEV • 59M.05 L09' PONT STA - 9+00.49 M ETA - 0+03 M (EV - 5428.62 A.0.. 1.a4 N-u.5e CAGY VC asp APPROX. EXISTING ELEVATORS PROPOSED ELEVATIONS EVERY 50 E . (TK.) , r EVERY 50 ET. (TW.) AR110NNATE 0151180 fEIPCC. a 2 2 MAWR, P8 GRAPHIC SCALE 0 21 50 20. ( DI Eacr ) 1 RICO • 50 IL SEE MINIS 608 ROAD CROSS SECTION SEE GRADUAL SHEETS 608 CULVERT IK0N5AT0N LEGEND 6040 PROPOSED ASPHALT DUSTING 1' CONTOUR LINE E115TNG 5' CONTOUR UNE PROPOSED 1' CONTOUR LINE PROPOSED 5' CONTOUR LINE PROPOSED CULVERT PROPOSED ROAD CENTERLINE (POSED RIGHT-OF-WAY LINE PROPOSED CART PATH STREET NAME TABLE PUD MAP PRELIM/PHASE 1 FINAL PLAT REVISED PRE/.IM/FINAL ROAD M RIVER EDGE ROAD RIVER BENE. WAY RUE RANCH P.U.D. 10.AUD 0 0 5 LIJ a 0 d 0 x • Ia 0 Cc 44 - 50' HORIZONTAL •- 5' VERTICAL 6.015 PO gg g \ qqq1 gg¢ I� q$ 5} y qg I W$ �+ W WR �R a Rg rr,� Rg R R SS S RS F 'g '�R xR 00 2+00 3+00 4+00 5+00 6+00 161111100 MAT 7+00 STATIONING 15 CENTERLINE STATIONING 8+00 9+00 10+00 11+00 12+00 13+00 14+CO PROJECT N0. 97042.09 ROAD PM' PLAN and PROFILE I SHEET 36 OF 77 gi 51 1 STREET NAME TABLE PUD MAP PRELIM/PHASE 1 FINAL PLAT REVISED PRELIM/FINAL ROAD M RIVER EDGE ROAD RIVER BEND WAY SCALE: 1• - 50' TIONZENT or 14 00 15+00 NUBiiEtC WAY 16+00 STATIONING IS CENTERLINE STATIONING 51150 5040 5030 5920 GRAPHIC SCALE ( Lx F!ET) L Inch . 50 II. SEE DETULS FOP ROAD 00005 SECTION SEE GRADING SHEETS FOR CULVERT INFORMATION LEGEND PROPOSED ASPHALT _.. ._.__... _.._ E05TN01' IX1TWR UNE 6040 DATING 5' CONTOUR UTE PROPOSED 1' CONTOUR LINE OPOSED 5' CONTOUR LINE PROPOSED WLYERT PROPOSED LOT UNE PROPOSED ROAD CENIERUNE PROPOSED RIGHT-OF-WAY UNE PROPOSED CART PATI RD! RNKII PJI.O. IOIMAIP ROAD 'A' PLAN and PROFILE 5 0 tn0 U 0 `a 0 PROJECT N0. 9%04209 SHEET 37 OF 77 PM STA - 11W0 IN (EV -0010.10 A.D. • AIS R - 11,43 PI STA •0400 PN nev • 8081,00 AA • -Al5 N •1104 PM STA • 7+00 M f1N • 101000 A.D. • 4.00 N • 7.75 ARMOR COSMO ELEVATING PROPOSED EEVATIOO now CO R. TYPICAL • 1 CWRY 50 rt. TYPICAL .4 g g= o g 00100/1 03 ■ ii li R$ ui ii d 'eR ii ii ii ei ii is .SI 2 .1 $i li 14400 IT 00 ,f.rv• ... ,... -- -- iJM1EI NOOL 1••00' SEMI 1••00' CART PATH PITA 0100 T014400 STATIONING IS CENTERLINE STATIONING STA➢ONING IN THIS PROFILE IS FROM RIGHT TO LEFT +00 8+00 7400 8+00 RI M STA • 4W0 M MEVV • 0041,00 A.D. - -100 N • 20.00 APPROX.0ESTRO ELEVATION,DOTY 00 FT. TPICAL 1 PROPOSED r FT. ELEVATIONS 2 ROSE RANCH PILO. IrelIPP 5080 SCALD NMO 1••SO' MITT l' -2N 4+00 3+00 CART PATH STA 140070 0100 STATIONING IS CENTERLINE STATIONING STATIONING IN THIS PROFILE IS FROM RIGHT TO LEFT 2+00 1+00 r 1 cc DATE 6-1-03 2 0 \tc!1:1 CART PATH PLAN and PROFILE PROJECT NO, 9704209 SHEET 38 OF 77 00100/1 ■ ii RY R$ ui ii d 'eR SCALD NMO 1••SO' MITT l' -2N 4+00 3+00 CART PATH STA 140070 0100 STATIONING IS CENTERLINE STATIONING STATIONING IN THIS PROFILE IS FROM RIGHT TO LEFT 2+00 1+00 r 1 cc DATE 6-1-03 2 0 \tc!1:1 CART PATH PLAN and PROFILE PROJECT NO, 9704209 SHEET 38 OF 77 25' TEMPORARY 50' CART PAM CONSTRUCTION EASEMENT PERMANENT 35' CART P4111 ACCESS ASEMENT 25' VARIES 5' VARIES AS aft • ♦���� ��'.Os�\' 4\\ SLOPE . 25 //- 4' CONCRETE SLOPE O A STRIP ALL TOPSOIL. SCARIFY AND RECPIPACT SUMAADE UU OF B' DEPTH TO 95R STANDAR° PROCTOR C CLASS 6 AGGREGATE BAY COURSE COMPACTED TO 955 STANDARD PROCTOR H -i`-♦ AV� P t�1_av11l1`l\`�1`�t\��N��E/..Alkw.tw eR I b P'AVal;WA AM hon AM 1.5 ------ anrimmissenwersaisser. /2 / CART PATH CONCRETE CART PATH ONLY SEE SWI 5-1 FOR AM CMIPAIH DETAIL Y co 9 9 0 u DATE 6-1-03 FILE:CARTPATH ROBE PARCH P110. IQ<NERP NOTE: YE GNA0N6 SHEETS FOR CULVERT INFLRMADON Z E SHEET 39 POY I CART PAN CTON 1 PRONDE SIGNS EVERY 400 READING 'DANC(Po WA SUBJECT TO FLASH FLOODING. 4. YE DETAIL SHEETS FOR C4RTP41N TWICAL SECTION irsem I CONCRETE BRIDGE SIRUCRIRES Mal CONCRETE CART PATH (YE DETAILS) SuRVE7E0 w42RS CE THE US 8 F u 8 8 5 PROPOSED auoE i 8 5 i 8 a i b 5 1005aE 1 1 5 1 I i 1 IR PROPOSED GRAMS SCALES HOME 1' -SC MN1I I' 2 CAT PATH ALCIKQ CR 100 STATIONING IS CENTERLINE STATIONING 0.M 22+00 Kea 1' -SS' APPROX. EIg1NO ELEVA1Rb6 EVERY 50 PT. IWCAL at 21+00 PROPOSED ELEVATORS IVRY 30 FT. 'MEAL 20+00 19+00 0''; w 18+00 OW PATH STA 14400 TO 130 STATIONING IS CENTERLINE STATIONING STATIONING IN THIS PROFILE 15 FROM RIGHT TO LEFT tel 17+00 mai 16+00 15+00 CART PATH PLAN and PROFILE PROJECT N0. 9700209 SHEET 39 OF 77 E0KM0 ANRI% EVER' C461110 FLYAIRNSI 60 R. 1YMCIE l ELEVAMMS FT. MRC* r. PROPOSED j DERE SO 41IEE ii ii SCALES HOME 1' -SC MN1I I' 2 CAT PATH ALCIKQ CR 100 STATIONING IS CENTERLINE STATIONING 0.M 22+00 Kea 1' -SS' APPROX. EIg1NO ELEVA1Rb6 EVERY 50 PT. IWCAL at 21+00 PROPOSED ELEVATORS IVRY 30 FT. 'MEAL 20+00 19+00 0''; w 18+00 OW PATH STA 14400 TO 130 STATIONING IS CENTERLINE STATIONING STATIONING IN THIS PROFILE 15 FROM RIGHT TO LEFT tel 17+00 mai 16+00 15+00 CART PATH PLAN and PROFILE PROJECT N0. 9700209 SHEET 39 OF 77 �Ij��,' X11 1r r 411 11 S ���i�•���o®_ate �—� .off �1� r��m-IrT.��i `�\\Thaw 6020 DEM STATIONING IS CENTERLINE STATIONING 11-00 ICA" Nana 1•-60' butt a-xO' 2+00 3+00 4+00 5+00 6400 STATIONING 15 CENTERLINE STATIONING 7+OO 6400 8 9+00 10400 GRAPHIC SCALE 0 10 SO 200 ( 01 FEET 1 Ines — 30 ft R0SE RNIaO PL -0. WSW 4 U DATE 6-1-03 z PROJECT NO. 97042.09 CARTPATH PLAN and pptp-L SHEET 39A O: 77 RIMMED WATER TANK 300.000 GAL Doe/ *EFTS% 10 VAL%t X 964.3.76 E 16246.75 L_ - I 1 II I I II I 1`1 GRAPHIC SCALE O 30 48 ( IN FEET ) 1 Inch - 60 Il LEGEND PROPOSED RICHT-OF-WAY UNE PRCI OSEO ELECTRIC. TELEPHONE AND CABLE PROPOSED 005 PIPE �Y U-30 V— PROP 10 002.32.E IRON WATER PAIN 'T.—FP-4p— FACILE�RPROP 6" IRON WATER RAIN PROPOSED ffWEfl PIPE - 6. SM -JS PROP FORCE MAIN _pp PROP RAW WATER LIMN PROP WATER SOURCE AIR RELEASE VALVE A$MIFLY • Q PROPOSED GTE VALVE PROP ETRE HYDRANT ASSEMBLY PROPOSED ELECTRICPEDVAULT AN0 TELEPHgE ESTAL PRCPOS0 FCROLONE/CAMAN MANHQE/ CLEANOUT PROPOSED SEER PANTO! PROPOSED PRESSURE REDUCING VALVE VAULT FOR OFT9 WE TERM LINEEET 7E TENSION TE 12910 TEE TEM 3 vAl\6 M 971267 E 16666.66 NOTE'. uL WATER ANU 5EMER Lmti INSTALLED ABOVE ME RDRERTSDN DITCH SHALT. HAVE MEW - RESTRAINTS INLUG. CX APPR0VE0 EaAL. JOT STALLED FOR ALL RPE .ONTS AHO FTTTNGS. 2. OVER-ExCAVAOpI 15 REWIRED (00 UTLI67.TKS 9406464 O L0W THE RttCRTSGx DITCH. SEE 'OVER-ESCAVATIO4 TA$£' M SHEET -14 _ :g Ty 11 • E 166 92.16X6 99K9F BTEM \\\ \ ROSE RANCH P.U.D. NFMIAP 60 PW g1AN MOW11041E9 19 POO LOCATION \ LOT 138TH - 41 LOT 165\ . al WPM in MATOHTO Elf EET41 MASTER U71LfIY PLAN O s cc 6 vi O 0 O 2 a PROJECT NO. 9704209 SHEET 40 OF 77 TIL\ MATCH E0 OFEET 40 1 1 / /W / 1 \ N LOT 138 \ \ \ J L _ - J / / / LOT 165\ L„ LOT 133 / LEGEND PROPOSED RIGHT -Cf -WAY UNE 0 c C. E D CABLE PROPOWD GAS PIPE —Y V—I. V— PROP 10. DUCTILE IRON WATER MAN —E V—A v-1 TH PRM 8. MOTILE IRIX1 WATER MAIN PROPOSED SEWER RPE - JO SDR -SS PRM FORCE MAIN PRM RAW WATER MAIN PRM WATER SOURCEfty AIR RELEASE VALVE ASSw0.Y N PROPOSED GATE VALLE PRM RRE H1DRANT ASSEMBLY 110 ELECTRIC VAULT TELEPHONE/CABLE PEDESTAL L \ / /\ j PROPOSED FORCE VAIN YANN0E/ MAHOUT \ / PROPOSED SEWER MANHOLE eV.\ PiOPOSE0 PRESSURE REDUONG VALRE VAULT GRAPHIC SCALE a ea / 'tQ ( 0I riser ) I Ince - e0 0. / NOTE: L WATER AND SEWER ONES iNSrNLE0 ABOVE THE ROBERTSON DITCH SHALL HAVE MEGA -LUG. 00 APPROVED EQUAL. JOINT RTSTRAINIS INSTALLED F00 ALL PIPE ANTS 010 Fi 1X05. 2 OVER -EXCAVATION IS REOURED FOR MUTES SSHOWNBELOW THE ROBERTSON PIM WE OVER -EXCAVATION TABLE' ON SHEET 67. F1N-Le N 6011.0.1 E IR4SW / [1 p / LOT 117 / LOT 114/ / / / / / p 3 VM I. WIPI MANES \ ` x 1X7.6. \• E 16066156 \ \ LOT /" % / Yt9ENE/ N 6329.90 E 17000.10 \ LOT 115 \ \ ... P1M_I'1- �E FM -16 .ELnra6.w MSS WEND SANNARE SEVER FORCE YNI 10 ASPEN ad RE 000610ON PF 110RC SEE PRAM COMM *ELT 77. x0SPo\!1 E 0725.06 ON NY.10096.61 0 1725463 ROSE RNMOI P.UL. RESHIP m 0 rc A 6 z 9 0 X x 0 0 0 0 i MASTER U71LITY PLAN PROJECT NO. 9704209 SHEET41 OF 77 LEGEND LINE [POSED ELECTRIC. TELEPHONE A140 CABLE 0P030 GAS PPE ROP 0" DUCTLE PDN WATER mAN PROP B WDTLE !RCN WATER MAIN PROPOSED SEWER PIPE - 6' SN -35 PROP FORCE MAIN PROP RAW WATER MAIN PRO' WATER SOURCE AIR RELEASE VALVE ASSEMBLY 6"v PROPOSED GATE VALVE MCP RIPE HYDRANT ASSEMBLY PROPOY0 ELECTRIC VAULT AND TELEPHONE/CABLE PEDESTAL PROPOSED FORCE MAIN MANHOLE/ CLEANOUT PROPOSED SEWER MANHOLE PROPOSED PRESSURE REDUCING VALVE VAULT 91 • UTILITIES WILL BE DESIGNED FOR BLOCK 4 DURING PRELIMINARY SITE PLAN STAG BLOCK 4 / / 116360 1 1636436 5 14 1 1 10 7 1 7 V wrW4E/' P4 E 1I[TdMSOyp4 / PNM -0 N 12112.32 E MOMS* _114 16 / Matt Y/LK / - N 1 y 6376.3.3 / / 46* WO N 11646,06 [ 16162.43 no -10 11 11768.0 E 16316.] 161E MMMT AMEDIBLY N 1163617 C 163766) / Lc / 4, NN AC VM.K 11 13466 E 16)1[6 I Lill / 77 7 ICA 101‘6.41 66 66 6111! 6NTMr N E 16 N6rML l0' N 10676 11676) W WC LITE N 1004842 E 163[0.66 M441041 7 ANO sNALK6 / N l6 /, 7 / / F[K HYONANT 4WD. N 1102606 C 16633.70 NI 6 i N FEET 1 Inde - 60 n Aillie 103*61.61.16 C \ \ I C1T RR NOTE'. Au WATER AND SEWER ONES I 1140 ROBERTSON 0004 STALL NA M APPROVED EQUAL. JOINT R FOR ALL PIPE JOINTS AND FITT 2. OVER-EXCAVATCN IS REGI' • FOR BTDTES 4106(4 BELOW THE ROBE ON DITCH. SEE 'OVER-EXCAVATON T : ON SHEET 67. BONE LUG, STALLED MASTER UTILITY PLAN S cc Ci DATE 6-1-03 LE: MU -01 PROJECTJE�nN0. 97042.09 SHEET 42 OF 77 RII,4 / C LOT -r04 right C 16 • [L I / AI INWAD 34KNES / // 16 / E 16760.06 FPI 1011RANT MOSS 1102606 E 160.77.76 —1 / / • / I //, 7 / LOT 102 J / / • / ^A^\//// // \ // \\/••// / \ LOT 101\> \� • // / \ // / z. U - - Ml►TCH ro BFT 42 LOT 87 \ \ LOT 1011 LOT 96/ \ / \ / LOT 92> \ ROARING FORK RIVER / GRAPHIC SCALE ( 1N rear ) man - 60 Tt NOT,', SEVER INSTALLED ABOVE 111E ROBERTSON 01T01 SHALL HAVE MEGA -LUG. OR 9 APPROVED EOJAL. JOINT RESTRAINTS INSTALLED EDP ALL PIPE JONTS AND FIITTNGS. 2. OVER-EXCAVATON 15 REOJIRED FCR UTUTES SHOWN BELOW DIE ROBERTSON OITO.. SEE OVER-EMCAVAT&I TABLE" ON SHEET 67. LEGEND ---- YUNE •6M -6" -6V- PRCPO5EO GAS PIPE PREP IOC OUCTLE IRON WATER MMN PREP r WLTLE IRON WATER MAIN RGPOSEO SEVER PIPE - R' SDR -35 PROP FORCE mum PROP RAW WATER MAIN PROP WATER SOURCE AR RELEASE VALVE ASSEMBLY PROPOSED GATE VALVE PROP FIRE HYDRANT ASSEMBLY PROPOSED ELECTRIC VAULT AND TELEMgE/CABLE PEDESTAL PROPOSED reacr MAIN MANIKIE/ CLEANWI PROPOSED SEVER MANHOLE PROPOSED PRESSURE REDIIONG VALE VAULT ROE IWMI P.U.D. IRNIAP MASTER UTILITY PLAN 0 5 CC 0 0 0 7 0 0 0 4 FILE' MU -01 PROJECT N0. 9704209 1 ROLE P1101 PILO. RE1YM LEGEND —N 1—M v --- CP GN OF L E PROPOSED ELECTRIC, IEl£R4CNE AND CABLE PRCPOSED GAS PIPE PRM 10' WCME IR 8 DUCTILE RON WATER 324TH PROPOSED SEWER PIPE - 8" SDR -35 PRM FORCE MAW — _ —�— PRM RAW w11ER MYN �E—r—R— PRM WATER SOURCE ✓ AW RELEASE VALVE ASEEUSLT A'HIC SCALE ( IN FEET) 1 Inch • 50 IL H PROPOSED GATE VALVE PRM PRE NIDRANT ASSEMBLY 5TO • PROPOSED ELECTRIC VAULT AND TELEPHONE/CABLE PEDESTAL PROPOSED FORCE MAIN MANHOLE/ QEANWT O PROPOSED 5EME8 MANHOLE PROPOSED PRESWRE REDUCING VAL PV 3-00 TEES MM 4 VALTCS N 13571.65 6 15453.82 NOTE. I. ALL wATER AND SEATER LINES INSTALLED ABOVE THE ROBERTSON 21704 SHALL NAVE MEGA-LUC. CR APPROVED EWAL, JONI RESTRANTS INSTALLED FM All PIPE JOINTS Aro PITTINGS. 2. OVER-EXCAWTION 15 NEWRED FOR UTUTES 5110884 8208 THE ROBERTSON DITCH . EE 'OVER-ExCAVATIpI TAR£ ON SHEET 87, 68'615' 0 0 rc 6 O O 0 2 V DATE 6-1-03 2 FRE NII AMT ASSEMBLY M 13601.81 E 1564528 RRALL B0.US�0pp E 11806.11 R N 12283.20 F 15813.61 r 86 RlRl— mr .. SSSS 1-0 I 0 TES — — '— — W_ 510M36°71;511— « 821 -- 1 / �r / 1 F 10'1VALH111X.41 / N 1306544 T / PW -S Al 12112.32 c 161«« • / w« LOT 79 I 1 1 I 1 I— — -- \ `_------- — I . LOT 76 1 I I I r — — — —I _ _ — —�� \ E IE«7.« I I LOT 75 1 1 LOT 741 I OT 73 I I I 1r 7 I rAi'Ei°:. n.15 1 1 1 I 11 LOT 72 � _ c 11p31,fr � _ x arta 1 , I 1 LOT 71 II 3 '10..R�lEi;1♦--._.�..� _ 0 E 1«3115 L „ lir yam._ _ Lig SIR 1::.i ='Q'-•�J1�;=iar� IR J —R T -M wE IYaT.ar�Rrrs- '.fin;P.Shcll_ �'��iiir� 384-6 / X13470.75 - 31y __�P7 .a6!/ E 16018« - I `�� -..._ Li. Ir 0o I I 1'� — _ II I 1 LOT 80 1 I LOT 70 I 1 LOT 69 L ---J 1 LOT 77/ IIIF IIYORIIIT LOT 81 lr v44W8 II 131 731 E 16046.« O� LJ..;MINA "f` ' TR XW»SE.3 E 16073.« ▪ LOT 83 LOT 67 / RRE NRUIMT AOSEMLY 13178.37 f 1613E10 I LOT 65 LOT 66 PROJECT 810. 9704209 SHEET 44 MASTER UTILITY:PLAN OF n / / LOT 56 % / AiF a p° LOT z2 ` nc m\uw\T N 15080.79 T E 16442.61 / kOT 23 418 "ENO N 14418.54 15827.66 N 144662 [ 15477.4 LOT 26 116104 w 14050.17 [ 1611404 ULAN wlb' WOW GRAPHIC SCALE • 31 00 120 ( IN FEET 1 Mab -60 M1 NOTE: I. ALL WATER ANO SEINER LINES INSTALLED ABOVE THE ROBERTSON DITCH SHALL HAVE MEGA -LUG, OR APPROVED EQUAL JONT RESTRAINTS INSTALLED FOR ALL PIPE JOINTS AND EI1TINGS. 2 OVER -EXCAVATION IS REWIRED FOR UTILITIES SHOWN BELOW THE ROBERTSON DITCH. SEE "OVER -EXCAVATION TABLE" ON SHEET 57. LEGEND 4.4 CODS CH 0 .E COOS 6 5 PE —+W.+✓— PROP Or DUCTILE IRON WATER 144114144114—R ✓t—x M—R M— PROP e• DUCT&£ IRON WATER MAIN PROPOSED SERER POE - e- SDR -xi OP ONCE _RA.my—s— PROP RAW WATER MAIN PROP WATER SOURCE • AIR RELEASE VALVE ASSEMBLY VN/ PROPOSED CATE VALVE PROP EIRE HYDRANT ASSEMBLY • TELEPHONE/CABLE N /CABLE VAULT 79x0 TELEPnOEE/CAb.F PFCFSiAL • PROPOSED FORCE MAIN MAN4101.0/ CI£ANQIT Q PROPOSED 5EILER 1W44O 7 Ra9E RANCH P.U.D. KEEWV MASTER UTILITY PLAN IIHI 0 VY0 1 0 FILE' MU -01 O c0 ~ 0- u zto 0 mw O PROJECT N0. 97042.09 SHEET 45 OF 77 t J J / / - // /// /// / / IES M1IIMI ASSEMELY N 16193.91 E IAIIQ66 GRAPHIC SCALE ao 0 W 0 6 0 0 0 0 tLE. MU-01 _ i 1 LEGEND NOS —Li—W INE PROPOSED PICRIC. TELEPHONE AND CARE PROPOSED CAS PPE —Y W ---W V— PRN I0' WCTLE IRON WATER MAIN —9 V-9 V—t V— PRN C WOR£ PON WATER MAIN DOSED SEVER PPE — R' 501-35 PROP FORCE MAN PRN RAW WATER MAIN �+• —'�—t— PROP WATER SOURCE AIR RELEASE VALVE ASSEMBLY PROPOSED CATE VALVE 1BLW MCP FIRE HYDRANT ASSEMBLY RNIp1 P.U.D. IEMUIP • PROPOSED ELECTRIC VALILT AND TELEPHONE/CABLE PEDESTAL ® PROPOSED FORCE MAIN MANHOLE/ CLEANOUT O PROPOSED SEWER MANHOLE MASTER UTILITY PLAN PROJECT N0. 97042.09 SHEET 46 OF 77 L / OS On Ilik4k \Z Nv ritrhil A._ _ , .ipAik.. ., 4 iviAk....._ Vika ‘ 1"-- t ts1/4\ \ 1,1 OA ktrl \ Yee 611Yr li4lis \\11\1\ 4" ' 110:‘ 1/4,. lit ,\, 1Ilia ,` �� "Ell 1stra k. rii a la' ON tilt���IIle- --"W1/4411 on, 401 ,b.__Lba,‘‘i. 191 414 Nigatilik l'ir -tress.?• .r-a.tiPiir-Satiow>2.terr 1/2,iti„ „apar___,,,,,__,,,,,,„, -,-,..„,_43„,-,talkah of riwiatilas-ifeastaerntsztaMBrar IIIIL� g (153 l/_ 1, \ � J a LEGEND S6 PROPOSED ROAD ROW. PROPOSED PROPERTY UNE ONSED 6" S0R 35 SEWER PIPE PROPOSED SEWER FORCE WIN PROPOSED SENEA MAN HOLE PROPOSED FORCE MAIN MIN HOLE PROPOSED ASPHALT GRAPHIC SCALE Imml ( IN net ) 1 Inez - 60 ft Vertical Bole: 1* - ICC ROBE ROOM P.U.0. I@1WP STREET NAME TABLE PUD MAP PRELIM/PHASE 1 FINAL PLAT REVISED PRELIM/FINAL ROAD B BLUE HERON WAY SILVER MOUNTAIN DRIVE ROAD C BEAR GRASS ROAD/BLUE HERON WAY/WILD ROAD CIRCEL WILD ROSE DRIVE/ WILD ROSE COURT 5968 • $ a 1+00 2+00 3+00 4+00 5+00 6+00 7+00 6+00 9+00 10+00 SEWER UNE PROFILE - MAIN RUN M.H. 1 - M.H. 6 STATONING 15 ALONG SEMEN CENTERLINE co ea II4C0 174 CO 13 00 14400 15+00 16 00 0 504 0 6 n 0 ce 0 0 Lti PROJECT NO. 97042.09 SEWER LINE PLAN and PROFILE I OF 77 ' �► attS1 •' 10131.11 / / Itifty mi it `\� . ��� / LOT 104 / e.'• • � \ n PROPOSED ROAD RO W. PROPOSED PROPERTY UNE PROPOSED 8. SOP 3S SEWER PPE PROPOSED YMER FORCE YMN PROPOSED SEW II uAN HOE PROPOSED FORCE MAIN SEAN HOLE PROPOSED ASPHALT ROSE RINOI RUA IQNIW iS fil>kN e • A /1 N LU CO LU2 J 41 LOT 111 / ,'-N 107541.77/ E 1211X2+ Xa .G 23,4 ri GRAPHIC SCALE so ▪ — ( IN FEET 1 Inch - 50 ft Vertical Salt 1' - 10. 2411.0113-4112 DIEWRT 16 Eli STREET NAME TABLE PUD MAP PRELIM/PHASE 1 FINAL PLAT REVISED PRELIM/FINAL ROAD A RIVER EDGE ROAD RIVER BEND WAY ROAD C BEAR GRASS ROAD/BLUE HERON WAY/WILD ROAD CIRCEL WILD ROSE DRIVE/ WILD ROSE COURT 24 W-NI2 OaaT n0 36' AO! -912 CULVERT Ell MY - 0160.10 & ., h $ R m R ffi r g m R m R R R. r, % m R ., h 8 ., A a Si $ a R 8 .9", 9900 19+00 20 OD 21+00 22+00 23+00 24+00 23+00 SEWER LINE PROFILE - MAIN RUN M.H. 6 - M.H. 12 STATIONING 1S ALONG 9LMER CENTERLINE 29+00 27+00 26+00 29+00 30+00 31+00 SEWER LINE PLAN and PROFILE 5 K 0 0 a. ee U 0 ILE- PPS -01 ( PROJECT N0. 9704209 SHEET 48 OF 77 /)co r II LOT 97 / LEGEDI mob ram P R 38 E"Oas ti. a ;I _.._... _cti6s1l = LOT 88 . I. _1 ss6s -_ LOT 87 _ 1 . ../._5465 I '^ 1 1 / L V / 595 5, s9 59 �n 5900 I 6440 z U I • 86li N STREET NAME TABLE PUD MAP PRELIM/PHASE 1 FINAL PLAT REVISED PRELIM/FINAL ROAD A RIVER EDGE ROAD RIVER BEND WAY • 1p LFT STATIPP N imam E 1836267 SEE OIL EM. 66 r s o D ROAD R.ow. ROPOSED PROPERTY UNE PROPOSED r SDR 35 SEWER %PE RCPOSED SERER FORCE PAIN PROPOSED SEVER MAN HOLE PROPOSED FORCE NUN NAN HOS PROPOSED ASPHALT GRAPHIC SCALE . J I� 101 ( 1N FEEL ) I Inch - 60 ft Vertical Seale: 5950 .88 16 2e ADS -N12 OX RT 313 ROSE RANCH P.U.O. (WHIM r®R36 9 32 00 9 33 00 8 34400 35.00 36400 8 37+00 38.00 30+00 SEWER LINE PROFILE - MAIN RUN M.H. 12 - M.H. 17 STATWINC 15 ALONG SEWER CENTERl1NE 40+00 41.00 61.00 A n 63.00 44+00 45+00 5010 A SEWER LINE PLAN and PROFILE 0 S K 0 0 Lu U 0 to 0 0 a PROJECT NO. 9704209 SHEET 49 OF 77 LLJ LOT 76 I I_ I I I LOT 75 I f LOT P° I 1 L_ ___ —_ ROB[ RNICII P.VA PESO LOT 73 1 m x • 1al _151-23 N IB3..4p- 6 16047.73 LOT 68 I 64 p,66, LOT 83 C 16131.9 5060 STREET NAME TABLE PUD MAP PRELIM/PHASE 1 FINAL PLAT REVISED PREL/M/FINAL ROAD A RIVER EDGE ROAD RIVER BEND WAY i GRAPHIC SCALE so o Ls se 2,41 ( IN POET ) 1 lath - 60 11. 00 .14.0 Salt 1 • 10' IB LEGEND PROPOSED ROAD ROLA PROPOSED PROPERTY UNE OH0110 r SDK 35 SELLER PIPE PROPOSED SEM£? FORCE MAIN PROPOSED SELLER MAN HOE PROPOSED FO Ct MAN MAN HOE PROPOSED ASPHALT 5060 5040 5040 Yv A A S A F Di F R .T' S T ...... .T 3� ..... n OI aa.../AL T Pn vrm F T 47+01 n 58+00 59+100 60+00 61+00 46 00 47+00 48+00 49+00 50 00 SEWER UNE PRORLE - MAIN RUN MJ -I. 17 - M.H. 22 5T970NIN0 IS ALONG SELLER CENTERLINE 0 5 cc 0 o. co PROJECT NO. 9704209 SEWER UNE PLAN and PROFILE I 50GEET 50 J 1 LOT 72 ___rJ 166pl4 s LOT 27 / r"°° "°I12 5060 LOT 67 SE1-N N 1363&67 r E M06A32 I LOT 647 fma LOT 63 i. GRAPHIC SCALE o Es 100 STREET NAME TABLE PUD MAP PRELIM/PHASE 1 FINAL PLAT REVISED PRELIM/FINAL ROAD G RIVER EDGE ROAD RIVER BEND WAY ROAD H RIVER EDGE LANE RIVER BEND WAY ROAD I RIVER EDGE ROAD RIVER BEND WAY ROAD J TAMORA DRIVE IRONBRIDGE DRIVE ROAD L RIVER EDGE ROAD RIVER BEND WAY ROAD M RIVER EDGE ROAD RIVER BEND WAY (IN FEET) 1 Inch - 50 R R..14a1 6wln C LEGEND 33 PROPOSED ROW zo 9.. ROP0¢D PROPER-' LINE PROPOSED 6' SDR 35 5E9ER PIPE OPG5EO SEWER -Ma MAIN PROPOSED SERER MAN NnE PROPOSED FORCE HAM MAN HOE PROPOSED ASPHALT o el (41 to R R ' R $ i n �, R R R R R R NI 61+00 62+00 63+00 64+00 65+00 66+00 61 00 66+00 69 00 SEWER UNE PROFILE - MAIN RUN M.H. 22 - M.H. 26 STATIONING 13 ALONG SERER CENTERLINE 70+00 71+00 72+00 73+00 1++00 ROS RANCH P.U.D. IONIM SEWER LINE PLAN and PROFILE 0 s CC 0 i 0 0. Cr 0 PROJECT NO. 97042.09 SHEET 51 OF 77 5980 rig Rai saw ii W Si i LoII PO4 Rd ZI J iii _ a:a 1I 59.0 .toe V I 8W • afa a TR SD STREET NAME TABLE PUD MAP PRELIM/PHASE I FINAL PLAT REVISED PRELIM/FINAL ROAD A RIVER EDGE ROAD RIVER BEND WAY ROAD G RIVER EDGE ROAD RIVER BEND WAY ROAD H RIVER EDGE LANE RIVER BEND WAY ROAD I RIVER EDGE ROAD RIVER BEND WAY ROAD L RIVER EDGE ROAD RIVER BEND WAY ROAD M RIVER EDGE ROAD RIVER BEND WAY 74+00 75+00 78 CO 77 00 78 CO 79+00 80+00 SEWER LINE PROFILE - MAIN RUN M.H. 26 - M.H. 30 STATIONING 15 410X0 SEWER CENTERLINE 81.00 82.00 833.00 84 CO GRAPHIC SCALE 10 a 50 103 (n+ PEET) 1 men - 50 R. Vertical Sa.W. r . 10' LEGEND PROPOSED ROAD R.DW PROPOSED PROPERP LWE TS PROPOSED 0' S 6 35 SFAER RPE PROPOSED SERER FORCE RAIN OPROPOSED SERER HAN HOE PROPOSED FORCE RAIN RAH HOLE PROPOSED ASPHALT CD z 0 F cc5 0 a. La 0 U 0 0 0 ROSE RANCH P.U.O. IQIYM SEWER UNE PLAN and PROFILE PROJECT NO. 97042.09 SHEET 52 OF 77 2 • -� R R R R R R R "�' g Fd R R R R R R R R R n R r R r R .. R 74+00 75+00 78 CO 77 00 78 CO 79+00 80+00 SEWER LINE PROFILE - MAIN RUN M.H. 26 - M.H. 30 STATIONING 15 410X0 SEWER CENTERLINE 81.00 82.00 833.00 84 CO GRAPHIC SCALE 10 a 50 103 (n+ PEET) 1 men - 50 R. Vertical Sa.W. r . 10' LEGEND PROPOSED ROAD R.DW PROPOSED PROPERP LWE TS PROPOSED 0' S 6 35 SFAER RPE PROPOSED SERER FORCE RAIN OPROPOSED SERER HAN HOE PROPOSED FORCE RAIN RAH HOLE PROPOSED ASPHALT CD z 0 F cc5 0 a. La 0 U 0 0 0 ROSE RANCH P.U.O. IQIYM SEWER UNE PLAN and PROFILE PROJECT NO. 97042.09 SHEET 52 OF 77 50 emi640 py S yy X r. r. m It 00 SEWER LINE W P STATIONING IS ALfIG SEWER CENTERLINE GRAPHIC SCALE SO • IS 5O (w FEES 1 Inch • 50 0. V.KlH.1 Sine � - l0' LEGEND I- I e * a 2 m s ce N m u ? m 3 3 3 m s m 000000 0400 84-00 7400 5400 5400 4400 SEWER LINE B' STATIONING 15 ALONG SERER CEN1E1.1NE SEASONING IN 1.5 PRCiSSE IS F604 RIw7 TO LEFT 3400 SLOG 1400 PROPOSED ROAD 0.OW, PROPOSED 8' 5000 35 5ENER PIPE PROPOSED SERER FORCE NAM PROPOSED 5ENER HAN HOLE PROPOSED PORDE RAIN 1AAN HOS PROPOSED ASPHALT ROSE RNMI P.OD. KENIM SEWER UNE PLAN and PROFILE m 0 s 0 d D. o U DATE 6-1-03 PROJECT NO. 97042.09 SHEET 53 ar 77 d 'OT L' \. GRAPHIC SCALE 0. ( IN rtsT ) 1 Ince = 50 1' Vertical &SI.: r - 10' 0 FILE: PPS -02 as ie PROPOSED FPULE ILL 6060 6040 8040 PROPOSED MEM GRADE PROFILE 40 so 8000 AOS -MS fA LVORT APPROXIMATE E1951NO GROUND PROM' 8 4WVM 61+P 508600 8020 5 APPROXIMATE On MOSSO PROFILE 4+00 3+00 2+00 24' .08-401 401114* r 9 SEWER LINE "C. STATIONING 5 ALONG SEWER CENTERLINE STATIONING 114 1115 PROFILE 15 FROl RIGHT TO an OSED ROAD 8.0w, PROPOSED PROPERTY UNE ROPOSEO 8' 9N 35 5EYER PPE PROPOSED SEWER rata 4.041 PROPOSED SENOR MAN HOLE PROPOSED FORCE MAIN 44514 ROLE RCE RNIE11 P.UD. IOf IW ERCASEME PROPOSED ASPHALT Tw EIeV 5.06. 00 a • • S 8 8 17 IMW 9+00 8+00 7+00 8+00 5+00 4+00 3+00 2+00 I W SEWER LINE 'D' STATIONING IS ALONG SEMER CENhOLNE 'STATIONING IN THIS PRD FLE 15 ARM RIGHT TD LEFT b LA~ o LA• a rW 00 K PROJECT N0, 97042.09 SHEET 54 SEWER LINE PLAN and PROFILE of 2+00 SEWER LINE PE" 1 00 STATIONING IS ALONG SEVER CENTERUNE STATONIN0 N THIS PRCi1LE IS MCP RIGHT TO LEFT GRAPHIC SCALE 0 ZS LB ( IM FEET 1 tech - 50 M1 Vertical Scale: 1. - IC( LCV —n PROPOSED ROAD ROE. PROPOSED PROPERTY UNE PROPO500 0' SCP 35 SEVER RPE PROPOSED SEVER FORCE RAIN PROPOSED SEVER MAN HOLE PROPOSED FORCE MAN MAN HOVE PROPOSED ASPHALT 0 CO COW 0 0 w 0 0 0 0 6 ROSE RNIGI PALD. ICMMP SEWER UNE PLAN and PROFILE PROJECT NO 97042.09 SHEETL. 55 OF 77 �� FORGE MNI mesa/ N 13662.30 E 16013.660 NI -23 N 0630.!) E I00!0.32 STREET NAME TABLE PUD MAP PRELIM/PHASE 1 FINAL PLAT REVISED PRELIM/FINAL ROAD G RIVER EDGE ROAD RIVER BEND WAY ROAD I RIVER EDGE ROAD RIVER BEND WAY ROAD J TAMORA DRIVE IRONBRIDGE DRIVE 1;77-1- �1:1114 $ qQ 07-6-7 PROPOSED ROAD R.O.R. OPO5E0 PROPERTY LINE CP05E0 6' 50R 35 SERER RPE CPOSE SERF POKE MAIN PRCPOYO SERER MAN HMI IMPOSED FORCE MAN MAN HOLE PRCPOSEO ASPHALT GRAPHIC SCALE ( IN FEET ) I Inch - 60 IL Vertical 3e.I.: r - 1O' SEWER LINE 7' STATIONING I5 ALWC SEVER QHIEPoIIE SIATCNINO IN THIS. PROFILE IS FROM RIGHT TO LEFT ROM RNIQI P.U.D. KORIPP 0 5CeLO LO O O a w LI 0 m 0 FILE: PPS -03 PROJECT NO. 9704209 SEWER LINE PLAN and PROFILE I SHEET 57 OF 77 1 OT 1 ,/ /i LOT 47 bs101 / A114 TETT--� zist_ 1 _W7asif les tie 07 E 160 SEE 0 , e$wY LOT21 LOT 45 / LOT 6 / / / / LOT 7 4 LOT 48 c.;1 J 6�� LOT 46 L/ ---J / \ LO s so -LOT 18 I I LOT 17 I I I \ LOT 12 \ \ \ N 18137.0\ %MORES \ LOT 10 STREET NAME TABLE PUD MAP PRELIM/PHASE 1 FINAL PLAT REVISED PRELIM/FINAL ROAD K BIG WING DRIVE MEADOW SAGE ROAD ROAD L RIVER EDGE ROAD RIVER BEND WAY ROAD M RIVER EDGE ROAD RIVER BEND WAY ROAD N RED BLUFF CIRCLE RED BLUFF COURT ROAD 0 LONG SHADOW LANE GAMBLE OAK LANE RsR gins fo- d ligiggg 84741 W APPROXIMATE PISTMO GROUND PROM, S6%IRS S06S ROSE RNIOI P.U.D. KEW! LEG — PROPOSED ROAD ROM PROSE PROPERTY UNE PROPOSED 8' SOR 35 SEWER RPE PROPOSED SEWER FORCE NAM pRopo5Eo SEWER MAN HOLE PTP' 05ED FORCE SUN NAN HOLE PR0pOSE0 ASPHALT GRAPHIC SCALE nsj 4p 3; (IN FEET) L man . 50 0. Vortical 8wlm r - w' PROPOSED 9 MSI GRADE NOME Ail x- ACS -M2 GAVERT R6 1 CO 2+00 3400 4+00 5100 6100 7.00 Dr00 9+00 SEWER LINE 'J' STAMPING 15 ALONG OWER CENTERLINE 11100 12+00 13+00 14100 15+00 SEWER LINE PLAN and PROFILE 0 0 tn5 0 0 a 0 0 0. 0 0 0 0. PROJECT N0. 97042.09 SHEET 58 OF 77 STREET NAME TABLE PUD MAP PRELIM/PHASE 1 FINAL PLAT REVISED PRELIM/FINAL ROAD I RIVER EDGE ROAD RIVER BEND WAY ROAD K BIG WING DRIVE MEADOW SAGE ROAD ROAD L RIVER EDGE ROAD RIVER BEND WAY ROAD M RIVER EDGE ROAD RIVER BEND WAY PROPOSED ROM a0.v. PROPOSED PROPERTY UNE °POSED e' SDR 35 SEINER vN 11H PROPOSED SEWER FORCE MAIN © PROPOSED SERER MAN HOE PROPOSED FORCE MAIN MAH HOLE PROPOSED ASPHALT ( IN FEET ) L Inob - 50 rt. Vertical %.h. l' - La -" MINA RC M$QI MLD. Ma* 1 00 200 3400 4400 PROJECT NO. 9704209 SEWER LINE 'L' STATION/NG IS ALGW SEWER CENTERLINE SEWER LINE 'K' STAng1ING IS ALONG SEVER OENTERJNE STATIONING IN M5 PROFILE i5 FROIA RIGHT TO LEFT SEWER UNE PLAN and PRORLE SHEET 59 OF 77 STREET NAME TABLE PUD MAP PRELIM/PHASE 1 FINAL PLAT REVISED PRELIM/FINAL ROAD N RED BLUFF CIRCLE RED BLUFF COURT ROAD 0 LONG SHADOW LANE GAMBLE OAK LANE s s i R r 3+00 2+00 SEWER UNE 'M' STATIONING 5 ALONG SEWER CENTERl1NE STATIONING IN THIS PROFILE I5 FROM RIGHT TO LEFT PA401WM600 WY I+50 LEGEND I -- PROPOSED ROAD RO.w. PROPOSED PROPERTY UNE P °POSED r 4X 35 SEVER PPE PROPOSED SERER FoRa MAIN PROPOSED SERER MAN MOLE PROPOSED FORCE MAIN MAN NOTE PROPOSED ASPHALT GRAPHIC SCALE J 1.1" ISS ( IN PECO ) 1 Irish 50 rt Vmtictl Snit. 1' • ID• ROOF RANCH P.U.O. KEYmAP SEWER LINE PLAN and ?ROFILE 0 Cn5 O O 2 2. tn 0. 0 0 h ID a 0 FILE: PPS -03 81 PROJECT N0. 9704209 SHEE" 60 OF T 0 0 WMR— NINNT .Ina - LOT 73 GRAPHIC SCALE ICA Ne (IN FBCE 1 look - 100 M1 NOTE: L. ALL WATER AND SEWER ONES NSTNIED .ABOVE THE ROBERTSON DITCH SHALL HAVE WEGA-LW, OR APPRDKD EOUAL JOINT RESINNMTS INSTALLED FOR ALL PPE JONTS AND FITTINGS. 2. OVER-EXCAVATICEI '5 REWIRED FOR UDU11E5 SHOWN BELOW 14E ROBERTSON DITCH. SEE 'MR -EXCAVATOR TABLE" ON SHEET 66. LEGEND OPO55E GN a- NE PROPOSED ELECTdC. TELEPHONE AND CABLE PROPOSED CAS RPE —Y v --W V—, PROP le DUCTILE IRON WATER NAM —R ASR V—F AH PLOP t DUCTILE IRON WATER MAIN PROPOSED SERER PPE - B' SOI -35 PROP FORCE MAIN J —...40-41— PROP RAW WATER MAIN —*A—s— PROP WATER SOURCE AIR RELEASE VAL`2 ASSEMBLY PROPOSED GATE VALVE PLOP F1RE HYDRANT ASSEMBLY PROPOSED VAULT AND • TELEPHONE/CABLE PEDESTAL PROPOSED FORCE MAIN MANHOLE/ CLEANOUT O PROPOSED SEWER MANHOLE 0.09E PANQI P.U.D. LAMP MASTER UT7L11Y PLAN 0 a 0 0. 0 DATE 06-01-03 a 01 PROJECT NO. 9JEL 09 SHEET 61 L OF 77 INLET P100 FROM POSY PUMP STA. _-0 10.94100-911 INIAT PIPE FROM SETT LING POND 10" BACKWASH DRAIN PIPE TO BACKWASH PONDS 10.1 AV, OF FI CE IAB r STORAGE BLOWER & COMP DRAIN PIT INLET' P PE HASE SODIUM HYPOCHLORITE POLYMER A: UM DRUMS DRUMS DRUMS 175 GPM FILTER UNIT FUTURE 175 GPM FILTER UNIT DRAIN PIT 00 00 00 CO 00100 Z 1111111111111111 NmIUIIHPlll m OUTLET PIPE CHASE 14' WIDE 6Y 12' PIG, OVERHEAD DOOR 0. CLEAR WELL �- 81-o" SCALE: 1" =5' WATER TREATMENT PLANT LAYOUT 6"0 TO S"STEM TANK ABOVE F'RV 4500 1 00't 160{ 14 10305 04LNBON, sl 5000 r ) 0000 6 67 14 00' 7. ✓071///4 >— rl - 4.6000 �- l lI 1-.(C LAR WEI VITI msnon &� . AsN 't 1 61 00' — PIPE CHASE 40, 1 11111 1 " lIIIIIIIIIIIIII_I_ I IuuGScm-- 13, C0,401 )WI 1 ' ? AP i.SSOPI i I�llli II AND 0''.109 uNITCS) — __ �_ ,__„ , �_FL I I 1 I I r To' CLI A'.2 _1 SH_ D ,_ L_ V WATER TREATMENT BUILDING ARCH. DIMENSIONS O '000 1 1/' E50 NE1GNi CAVE HFI4HT I I I II I I I I cuw .r.. �KN,Lo. ",4.0 I_ T 9 `�- "1042,04 /WTP REV NO. DATE REVISION MADE BY CHKD BY APPD BY WATER TREATMENT PLANT DETAILS SCALE: 1' 2.5' DATE: SHEET SEPTEMBER 16, 1908 2 OF 3 DRAWN BY: 1 CHKD BY: DM TAZ APPD BY: TAZ PLN N0. 97409\W)P LAYOUT ROSE RANCH PUD ZANCANELLA AND ASSOCIATES; -.'C. ENC/NEER/NC CONSUL TANTS POST OFFICE 900 1005 - 1003 COOPER AVENUE anN111:00 SPnILS. WIORADO 81E02 (070) 010-570 SHEET N0. 2 PROJECT: 97409 `35 ALUM 35 55 GAL DRUM PRIMARY COAGULANT RAW WATER SOURCE 1 350 GPM RAW WATER POLYMER (.01131 L�1'4 36 PRE—CHLORINE POST CHLORINE AIR SUPPLY 28 CEM r0 AQ UAIR AIR WASH 3t PG5 55 GAL DRUM SECONDARY COAGULANT CONTROL UNIT w 7 Er 0 G L.1 U Q L O 5.. 05— GPM 55 GAL DRUM SODIUM HYPOCHLORITE CF--L:lp AIR COMPRESSOR 29 AQUAJET SUPPLY LEVEL CONTROLLER CLARIFIER FLUSH TO DRAIN NBETS = NOT BY FILTER TECH SYSTEMS AUTOMATIC VALVE MANUAL VALVE CHECK VALVE Q'if ' SOLENOID VALVE h -y1 Y LEGEND "Y" STRAINER BACKEL.OW PREVENT ER DRAIN 0 TURBIDIMETER PRESSURE GAUGE CJ DIFFERENTIAL PRESSURE FLOW METER PRESSURE REDUCING VALVE PUMP T/4/7////////////// TUBE SETTLERS ///ZE///////Jam/ lBW ir OUT/ .°FIILTER °0 PG2 DISTRIBUTION SYSTEM 300,000 GALLON BURIED CONCRETE HIGH RESERVOIR PRESSURE TRANSMITTER TO LEVEL INDICATOR/ CONTROLLER F' QT; P1vBRV$,••••1 ZI Z2 PLANT WATER 350 — 525 GPM BACKWASH IN K50 48 " . iI✓• .- 42 ti 51 471 kl irree DP 6 AQUAP'LOC COMPETE TREATMENT SYSTEM * * * P PEL_INI\AY * * * 175 GPM ; RINSE TO DRAIN Y 175 GPM FILTERED WATER 1H1 24 CLEARWELL/ CHLORINE CONTACT TANK L', o° 91042.04 \LPgocr REV NO. DATE REVISION MADE BY CHKD BY APPD BY PROCESS SCHEMATIC SCALE. DATE. SHEET SCREWIER 18, 1908 DF 3 DRAWN BY. CHKD BYE 1 APPD BY. PLAN NO, 97409 PROCESS ROSE RANCH PUD ZANCANELLA AND ASSOC/A7ES, /NC. ENC/NEER/NC CONSULTANTS POST Cf WE BOX 1006 - 1005 COOPER AVENUE GIiNS:CO SPRINGS. COLORADO 01102 (970) 946-570 SHEET NO. 3 PROJECT. gT409 DISCHARGE IL SUCTION 8' f DISCHARGE LINE —\\ SUCTION LINE ELEVATION VIEW 1.0000 15 /4 CONSTRUCT 6' V000 PRIVACY FENCE 400 LIFT STATIEN VITH LOCKABLE GATE / IZ 23 27 12"MAX 6 FT. ID VETVELL 6-R TO HE V2 24' ACCESS MANHOLE M EV • 63 15 LE • 4 . PROVIDE STEPS INTO WET WELL PLACE STEPS SO THAT THE INFLUENT DOES NOT DRAIN ONTO THEM 0.5000 INFLUENT SEWER G NVERT IN - 8235.49 ARM FLOAT ELEV - 8235.0 • LAG PUMP ELEV • 62345 • LEAD PUMP ELEV • 62.34,0 F FLOAT ELEV 62310 1.0000 ELEV - 6230.0 12' INCREASING ELBOW G -R TO HERE FOR 4' DISCHARGE INTERIOR ELEVATION PUMP NO. 1 PUMP NO. 2 G -R TO HERE FOR 6' DISCHARGE NOTE] CUSTOMER SUCTION AND OISCHARO CONNECTIONS ARE 12511 FLANGE 4 INTERIOR PLAN VIEW 4' DISCHARGE LINE 6• MIN. HOLE OR 6• DISCHARGE LINE 8' MIN. HOLE 5/8' FEuNDATION BOLT 4 REO'D <BY OTHERS) 36 THIS AREA OPEN TO PAD. INSTALLER MUST SEAL ALL THRU CONNECTIONS TO WETWELL G45 TIGHT. 15 5 19 3/8 3 36 6' DIA WETWELL EXTERIOR PLAN VIEW 2" NPT SERVICE ENTRANCE CONNECTION ACCESS PANEL 24' DIA. NAPNO.E WETWELL 6' DIA HOLE FOR SERVICE LINES 3' SUCTION LINE 5' MIN. HOLE 2 REO'D w a. 6 0 6 rit O N 0 4 co 01 0 LIFT STATION #1 DETAIL ITEM DESCRIPTION MAT'L 6 SIZE 1 2 PUMP MOTOR CAST IRON T3A3-B CAST IRON 4 CHECK VALVE PLUG VALVE CAST IRON CAST IRON 4' 5 6 MOTOR CONTROL PANEL LIQUID LEVEL PANEL STEEL STEEL 7 BELTGUARD STEEL 8 ENGINE (WISCONSIN) MODEL FIBERGLASS ENCLOSURE TO BE SUPPLIED BY GORMAN-RUPP CO. MIS DRAVIW IS NOT FOR CONSTRUCTION P LMPOSES. LAYWJT 15 FOR SUBMITTAL DATA OLY AND CAN VAAI IN THE SKi. CERTIFIED D I✓£NSIOIC FLFNIS.ED LPON REaLST. ICv151016 'STM DATE RECORD '11RTCL t vSI BES Wcu H 46126055.501 ' 39511003 DON 45113013.00N w GLOOM-RIPP THE GORMAN-RUPP CO. • • NNW 6' X 6' ABOVEGROUND SEWAGE LIFT STATION W/ DUPLEX T3A3-B PUMPS WITH SIMPLEX STANDBY CIVC I APP. DATE BM KEH PEB 3/18/75 45113-013 PROJECT N0. 9704204 1 STANDARD 2.4" DIAMETER MANHOLE ENTRANCE 60 CONCRETE PAD Mw ELEv . C OOO 8))104NE0' Al DIM "C" DIM "G" RIM KILL HAVE A CONTINUOUS SEALING CASKET SAFETY CATCH FOR ENTRANCE HATCH DIM "L 3'N3'N1/4' ANGLE GUARD� �— BRACKET 3/4' MANUAL FLOAT CONNECTION TO WETWELL YIN -A' DIN '6' DI F ll ELEVATION VIEW DISCHARGE ELBOW PIPE SUPPORT 6' CONCRETE PAD NATURAL GAS BACKUP GENERATOR SEE SPECIFICATIONS PLAN VIEW 9r Da304 a4P41.041 a ..42440 0.142401 urn.° wogs MCC Of 0400 TO 04411 LYE Cf VMS LNE 10 2.0111.11 LINE Cf WOE. i YCNTER Ewe CC 042•SER TO 0311111 UNE Of SUCTO1 WYE MEM LAdE M Calla LK Of TS TES 741 IY MOM TO MP Of 19.1404CE M! El 46. 011WANCE row 01•06101 1, tl-0' P .wl p-0' W [a TY -0' 1014. LOICM Of ETIMANCIE SSE • 11.-1. em A 0114411¢ NE 191.01146 40304 740WE 4012SEWSe- m 6 R cc 5 4 0 9 LO co m a 0 LIFT STATION #2 DETAIL 01 0OTA 7 D, ivt..MP IIN•i'-40 a ow 047 4111041 SD awe .1W) 4K Ye Fc.7( )ROW w• !AOC a•.• -0r M Dart SANS PROJECT NO. 9704204 %AM m SME- E -IR 10cm — We WA. • IS rat Coate Knit. On. W... laINED 100d ROJOI SHEET 65 OF 77 0.142401 urn.° wogs wrMv •0•141134411/410 taw 0101000 OWE UCH NM 0110.1 PHASE 110•19010•121 - AS MOSES 741 PoRp/0401,2 ON4 - 004008 TOIA 11 D4m4 El 1111401.01 CISME • 1, STATIC. HEATER - 94.111 - Tell . A1.09 [a Lw030/41V�CNv.0X0400X0- ' An 14•11yw.a .sm 740WE 4012SEWSe- 14 40171-ATION wrote - IS • STATION LICHENS 14 vc Nma 010 LOOSE w 14o 003011001 2*0004. /OwSTEEL. 0.00-411000vats 12 L. 01014E 00 T of 4002 Na r[ OUTLET Den 01170 TO 4. 4504.110E CA% 00080 - Pw ERE41 MOM 7/1.0001 OPOTAPER1 4 • 2 4/10743[ LEK. a 404X0 304070 - ;'a;N011°0.R Y40 - T tow 7.114.00•040. 04.94 NNwt N LOM 4/3-01tPAMIR mom E 00140 fWKa W) It • M' STEEL LAMER 4/1' 003040 RUNGS 01110134CE SAE COWS - IMERCLASS10W 10. 020 x•00110 S &VITT CATCH Te PA m« [017304 TLR 6/7/00 n WEL 401[40 1 64 P• . 0-0" a awes - 1/4. n [400 MAO 4 nes we OT M1EP 0/•,_0„640306..R•N 07a244030 u 40. 3M1a 0070000200. m 6 R cc 5 4 0 9 LO co m a 0 LIFT STATION #2 DETAIL 01 0OTA 7 D, ivt..MP IIN•i'-40 a ow 047 4111041 SD awe .1W) 4K Ye Fc.7( )ROW w• !AOC a•.• -0r M Dart SANS PROJECT NO. 9704204 %AM m SME- E -IR 10cm — We WA. • IS rat Coate Knit. On. W... laINED 100d ROJOI SHEET 65 OF 77 10 8 7 5 1T PILASTER INLET/OUTLET PIPE DRAIN PIPE L. OVERFLOW PIPE O 10-0" (APPROX_) 10-0` (APPROX.) PILASTER POST -TENSIONED BASE SLAB, WALLS & ROOF PILASTER PLAN PILASTER LADDER PILASTER j I SLOPE, ADIAL TYP 1-5 MAX 13ACH1 ILL SECTION PILAST98 MELD/NARY BROWN AND CALDWELL DENVER. COLORADO SUBMITTED APPROVED: APPROVED IIIMUTZNI WON NO 001411. DATE DATE'. DATE LINE IS 2 INCH( AT (UL I +:1 (K NOT 2" -SCALE ACCOIPRAXI ITE 953_ DRAWN I1... ESCNED 5" CHECKED SM' CHECKED REVISION ZONE REV DESCRIPl1ON DATE APP ROSE RANCH WATER STORAGE TANK FOUNDATION PLAN AND DETAILS 0809,1[ ,LI 11}8091 IOA Er 09- 18-98 S1 A 1 8 189 ? P7 dg FAD( RR 7T E 10' R Y NOTE: STRIP ALL TOPSOIL DICER NEN CMSTRUCTGI. SCARIFY AND IIECCNPACT AIBORAOE TO 5% STANDARD PROCTOR 3' ASPHALT 6' CLASS 6 AGGREGATE BASE COINRS RDCMORPAACC D TO 95* STATOR SECONDARY STREET 6• (11P.) 4'65 A5 SHORN 4000 1.9 COMOEIE n 06055 SLOPE (TM) TOWARDS ROAD. STRIP ALL TOPSOIL SCARIFY AND RECOMPACT SIIBGRADE A MINIMUM CC B' DEPTH TO 95% STANDARD PROCTOR. 6• 6• CLASS 6 AGGREGATE BABE COURSE COMPACTED TO 95X STANDARD PROCTOR CONCRETE SIDEWALK DETAIL 90FNAUL SEE OT.. 11415 SM. NOTE'STRIP. 9CAR6? ANDR ECCCUPACT NES*05 TTO 05% . STANDARD PROCTOR 6' CLASS 6 AGGREGATE BAS: COURSE COMPACTED TO 05% STANDARD PROCTOR PRIMARY STREET 60' 7. 1.0 SLOPE 021 S. ASPHALT SLOPE 0 2% 90E -WALK SEE DR. THIS 6' OF 0. 55 6 AGGREGATE BASE COURSE UHIE6 CU B, h PAVEMENT: COMPACTED TO 95X 5 ANOARJ PROCTOR, NOTE: STRIP strawy AND TOPSOIL UNDER NEW CON TRUCTON. 9UBGRA6 0 55 STANDARD PROCTOR MEDAN CL/68 SEE 011_ 19115 911. MEDIAN CURB SEE OR THIS 91T. PRIMARY ENTRY STREET 1/2• I rum, FOR RAQ4 Uro' e - 1-1/2" C - 1-1/2" - 2" 1 I/2' o 6-0 ` RASE COURSE CONTINUED FROM STREET MEDIAN CURB NTS 6 cLA55 6 AGGREGATE BASE COURSE UNDER CURB, & PAVEMENT; COMPACTED TO 55 STANDARD PROCTOR 500 ALL SUES ARO BOTTOM 9F ROAD DITCHES INCLUDING CHECK DAMS A ACOP DOHS 1. RIAL CH US \ \� e' AS SHOWN ON GRADING PLANS BLUE: ROADSIDE DITCHES AND CHECK DAMS TO BE ON EACH SIDE OF ROAD A5 5MDMN ON PURRS. CHECK DMA DETAIL N.T.S SECURE TCP EDGE Of PLTER GLOM TO FENCE EXACT LOCATION OF 5EEMEN1 FENCE STAKED IN THE FIELD BY THE 5606556. BURY 16441160 EDGE Of FILTER CL0111 IN TRENCH A 61X141)6 OF 6', POST 10' (APM06.) -- POST FILTER 010 MATERIALS FOR FILTER 0.0194 FENCE SHALL CONSIST OF STANDARD 80AEN 1),E-51006 9666, 1IM NU6 Cf 36' IN HEIGHT, A 6IHWM 06 14 -GAGE WRE.9611H A 6Mls96 MESH SPACING OF 6 1 POSTS 94ALL BE EITHER 000 OR 51EEL, 6x6161 1*601A 6 3. SEDIMENT CONTROL FENCE OVER -EXCAVATE 1' BELOW THE DEEPEST V'1LTY ON THE F(e1 OWING ROADS Al ONG THE STATIONS SHOWN, ROAD A - STA 1+00 TO 14+85 AND 23+80 TO ENO ROAD B - STA 1+00 TO ENO ROAD C - STA 1+00 TO END ROAD D - STA 1+00 TO END ROAD E - STA 1+00 TO ENO ROAD F - STA 1+00 TO END ROAD G - STA 1+00 TO 19+IG ROAD J - STA 1+00 TO 9+56 OVER -EXCAVATION MILE REMOVE TOPSOIL, `GREY AND RE0CMP401 1' TO 55 STANDARD PROC'.k MAINTENANCE ROAD - SECTION Lu 0 0 U O 0 SECTIONI9-13 BANK TO BE HYDRO MULCHED Y 4EN COMPLETE. TOPSOIL TO COVER ABRIC LANDLCMTIM 1050 O9 APPR05E0 EOIAL STMIL12A11O4 FABRIC. NATURAL GROUND FABRIC AND SOL MAY CONTINUE O STREAM BED F NECESSARY. tROSION CONTROL BANK STABILIZATION DETAIL FLOW 1' If - 1' If ,' If CENTERLINE Cr 6104 PLAN IRAW 8ALE5 A NOB SE ! 80 lEm 'EROSION R5TAL UN COMM (ME CHECK' 16 (7) BALES AS 940M AB ABOV0 606 EADACNiSTALLAT6. TO I EROSION CONTROL BALE CHECK —1.0 To 1 (MAX) TO 1.5 TO 1 (MAX) TO MATCH EA51160 GRADE MATCH E1151160 GRADE CEO10511LE 8IRAFI 16561 OI APPROVED EOUAL CR TOP OF PvC LINER INSTALL TEMPLE PERPENDICULAR TO POND BOTTO4. OYER EXCAVATE REPLACE W/405 BENTOATE\SOL MIX Of`i'I, %i`Ii li /'/'IfIiE'A`I'J�� ME NOTE. 006 PONDS NE NE ROBERTSON 0 TCx GaLX PONDS A. D. C. RO 30 MIL PVC LINER POND - TYPICAL CROSS SECTION PROPOSED A HUMBER 5 REBAR CONTINUOUS BASE COuR5E W4IINUED FROM STREET, 6 MINIMUM STRIP ALL 1GPSDL, SCARIFY AND RECMPAGT 91BGRACE A MINIMUM 6 8' DEPTH TO 955 STANDARD PROCTOR. CONCRETE RIBBON CURB 1.5 TO 1 (MAX) TO 1CH (*STING MASE VMIE5 15 10 1 (MAR) TO MATCH EL51NG GO6 SEE GRADING PLANS NDTEI(14£ RAP 14664 OR APFRO5D EWAL ON TOP Cf PVC LINER. INSTALL TEXTILE PERPENDICULAR TO POND B0TTO4. 4 iv NOTE: FW PONDS BLL{)8 ROBERTSON DITCH Ms 30 MIL PVC UNER POND - TYPICAL CROSS SECTION 4 I666ERENEC E DITCH 25 SLOPE DEPTH COMPA 10 955% STANDMOO PROCTOR REMOVE TOPSOIL. SCARIFY AW REC0PACI 8' 10 55 STANDARD PROCTOR TRAIL - SECTION PROJECT N0. 97042.09 SHEET 67 MISCELLANEOUS= DETAILS DF 77 24' 12 30' FILLET 1RmuL N 012 GIC. 2' x' 041VANIxED CHANNEL 6 612 6' 6• NEENAH FRAME & LIO TWE 0 HANDLE 816661 HP 4OIY O.0�.i1Ark: . eaa EACH VAT 6' BAFFLED POND OUTLET NTS 12' OAP BAFFLES ARE 2' REDWOCO PLANKS. 3 PLC& PROIXE BOND BREAKER i ALL F1711155 EL FOR FUTURE CONNECTION ROD PLUG TO FITTING. SEE TABLE An /i.&AYry NAM,, RAZE VAI VF ALL THRUST 9DEP5 SHALL BE POURED AGAINST UIDI5IURBEO SOIL WHERE 1511S 5 NOT POSSIBLE, TIE ROD SHALL BE USED. DEAD k711D L.lIE PI morn1FF MR TYPICAL CEC11ON MITI FL711RE 00llwrnra 711R119'T BLOCK MINIMUM THRUST RIDGY. BEARING AREAS IN SQUARE FEET PIPE 92E 90' BEND 45' BEND 22 1/2' BEND TEE PLUG GATE VALVES NOTES IY 16.0 B] 4.4 11.3 7,3 SOL ARNRARIA 681114 5 S�E070 BKra P. SS. Enna 10 11.1 6.0 3.1 7.8 4.5 WERE SA. REONRE0 OLDS AREA NAY B MMFEAEACC01P10.Y, M M CASE STALL BONA AREA 9E IFS WAN 20 ET 50 SIAR0663 TEST RRS5ON 19 CM9000D AT 200 P.SL Ca0110515150T11006 ;CM P61.. x6 DAY 2511, MOOIT 6 1NR16T BLOOM MAU. BE M .m61H6 6' 71 J.9 2.0 6.0 24 6' 4.0 2.2 2.0 28 0.7 4• 2.D 2D 2D 20 0.5 3' 2.0 ]0 70 2.o D.s THRUST BLOCKS FOR WATER MAIN NOTES: 1. UM CONCRETE THRUST BLCCNS & ANCHOR BEAN. (04 PLASTC PIPE, (NO TIE RCD5). 2. FOR CAST IRON RPE USE EITHER 01 RODS 06 CONCRETE BLOCKS.. 3. ANCHOR BLOCK %EIGHTS AND 11E RCO 513E & LENG111 BASED ON 200 P9 PRESSURE & 4-1/2 Ft. O CORER, WHERE WORKING. PRESSURE EXCEEDS ABOVE. ANEHORS TO BE 9'EGAL 004916LETTON. 4, MEGA -LUG MAY BE USED PER MANUFACTURERS RE0XRENEN 5 IN PLACE OF TIE RODS UPON APPROVAL 0' ENGINEER. CLURAN Ai HUB 45 BEND TIE RODS %MERE AtAPPLIES. 1 I REHABS T COATED STRAPS TIE RODS WHERE APPLIES TIN. RECO • TE 00404 RODS MM. 2-16 THRUST BCC% (SEE ATARI FOR BEAWNG AREAS) PPF. MM WEIGHT 6 ANCHOR 6,0A SZE 90' BEND 45' BEND 321' BEND 2' 150/ 1501 1506 9001 4501 1501 .' • 15901 9051 4501 6' 60406 23601 5801 8' 12,2801 57401 19601 NOTE: %.EIGHT 6 CONCRETE E01A15 150//1514 FT. E PPE LENGTH (MIN.) ANCHOR BLCCN (THRUST UPWARD SEE TABLE FOR 92E) EXTEND BLGCR INTO 90E5 6 TRENCH. 51E RW5 PIPE 92E BEND ROD DIA MIN. LENGTH 6 ROD• 4. 9s 224' 3/4"' 3/i A0 224' 3/4' 3/P 3/4' 35' 10' 6 45' 221' 3/4' 3/4' N' IY 90 75. 2 P 1N• 3/4' 6' ACTUAL ENOTH OF ROD TO BE 91CN . THAT SNAP C N BE PLACED BEYOND FIRST COLLAR 04 HUB AT OR BEYOND 116 MININA. LENGTH 940MN. VERTICAL BEND ANCHOR DETAIL FROST FREE N LOCATE NEW CURB B05 12' ON STREET S01 O PROPERTY LTE (XMP" WHERE SEEWAUL I5 01 PROPERTY UNE THEN LOCATE CURB STEP 12' BENNO BALK Of 101K. DNS% GRACE EIFVATOY NRH STOP ADJUSTABLE BOY ARCH PATTERN 8/100 CORPORATION 5000 PROVIDE GOOSENECK FOR EWAN5101 & CGNTRACTDN TUBN0 (CONTINUOUS) FL R CURB STOP 8 CW%1NC CREEP vAL5E 600 BACA FLOP PREWENTCP i CURB 5T6 ON 614501RY SUPPORT SAMPLE TAP DETAIL O1 O N 5 LJ a L) O MANHOLE LID TO BE ORIENTED 11AY FROM PIPING TO ALLOW 655 INTO v.LLUT w4HOLE STEPS 4' DRAIN TO DAIUBR 6' PRECAST CONCRETE VAULT FNUFAC111RE0 111/4000 P51 CONCRETE 2' PLOT OPERATED FlS5SIRE REDUCING VALVE, GA VALVE ONLY ALLOWED BY DISTRICT SOLID SLEVE PROVIDE UFT EYE 61 VALVE FROST FREE M51 TROT M H RING & 1)0 nH TIE NTARo TER' 01 ID. C CONE VI/STEPS 1111110 RING CENTERED VAULT LID laPROI"IlivIDE 1/ 20 T6A4P6.. A00 * . - 250 P91)OK6SUNLESS ABLNVEG 4' STEEL LIQUID FILLED MTI PRESSURE SNUBBERS 5140 ISOLATION COOKS. PRV SET AT 50 P9 OHMS IY BA. NG FOR PIPE © PRONDE 1/4' TAP AND 2 - 250 P3 STARLESS STEEL LIQUID FILLED GAGES MTH PRESSURE SNUBBERS AND 50ATO4 COCK5. 8' PLOT PRESSURE GA VALVE RAZED GLOBE WCNG VALVE, LY FEBAR O 16' 0.0. BO RECn045, ALL WALLS 806, AND FLOOR. PRESSURE REDUCING VALVE - VAULT PLAN CRA M TO OALTIGH1 6 DR LL P.R.V. VAULT SECTION PPE SUPPORT, 1255 APPROVED E01AL. IN, 6 2 AIRPORTS WORD WATER ON COLA IF CALLED FCR 'PE61a11CN5 RECESS TOP 6 VALVE BOX I/6' TO I/4' BELOW 6%15)1 ADJUSTABLE C.I. VAL B05 5' BARREL Y CCMPRE5904 MATERIAL 70 PREVENT ROADWAY SHOOT 6M04 BEING TRANSMITTED TO VAL GATE VALVE CLASS 2.00 SEE THRUST B.OE DETAIL GA 1E VALVES TO NAVE JPNTS SAME A5 WATER MAIN OR A5 3EOPED FOR ANN UNE FITTINGS. GATE VALVE DETAIL 6NENT PUMPER CONNECTS TORARDS S1REEi UNLESS OTERMSE SPECIFIED. 1RAF110 FLANGE THRUST BLOCK 14059 1. ALL JOINTS FR04 MAIN TO HYDRANT SHAM. BE HARNESSED MEOIANICN ONES CR RANGED JOINTS. 2. HARANT. VALVE & FITTINGS TO BE 250 P9 RATED, ]. POYm7ENE WRAP (%NEN REQUIRED) SHALL COVER ASSEMBLY FAN HYDRANT BAS: TO WATER MAIN. 4. ALL HYDRANT LEAD PIPING TO BE DI.P, RECESS TOP 6 VALVE B09 I/O' TO 1/4' BELOW 416191 GRADE TABLE VALVE BOX AUYIUSRY GATE VALVE (NOLIALLY OPEN) 6' R N MJ GATE VALVE 1/2 OM YD. GRA ORM. NATURAL SET HYDRANT 6 8'. 185 24' CONCRETE OR STONE SAB PRONG A MAMA 6 (3) 3/45. 116 ROOM. ASPHALT COATED M4XMJ XFL GED TEE SET v.LLVE 6 85 B'. 16' CONCRETE 6 STONE SNB FIRE HYDRAuT Ac ALY INSTALLATION DETAIL O 603060 PP416553 BLUE. LOCATE NEN CUR® BOX 12' ON STREET 96 506 PROPERTY LINE EXCEPT 544ER1 9DEWALN 01 PROPERTY LINE, TEN LOCATE CURB S AP 12' BEHIND BAC% 0 WALK. 61X194 GRM3E ELEVATOR CURB STOP ADJJ5IABL BOX MCH PATTERN W/F001PFA CONP6AM11 S16 PROWS WJ9NE04 FOR EYYM26 6 CONTRACTK MAC (0A4TNJ015) 4411 BRASS STRAP & SADDLE MAIN 8 FL . PL NRB STP & COUPLING 1 1. PIECE 6 OPPER PIPE, GAWPED 04 END 6 vALLE. 505116 LINE EXIEN904 TO HOUSE 6 (51150W4 METER E VAULT. METER INST.LLLAT6 BY OTHERS USE 0RCC160 UNION IF GALVANIZED IRO PPE. T CURB SAP 6 MASONRY SUPPORT WATER SERVICE CONN TION DETAIL NOTES: I. PAWNER" REPLACEMENT SHALL LEE' EBSTNc MICXNE55E5 AND 6160 WA THE 6010WMc MMMUMS: ASPHALT SURFACING - 2' MIN., AGGREGATE BASE GOOSE - 15' MIN, X MATER MAIN 15 NOT UNDER ROAD SURFACE, REPLACE 116 ONE FOOT 6 TENCH AA %6501 AND REVE6TAT:. EM5TNG ASPHALT TO BE SANCRI (TW.) DEPTH 6 ASPHALT It BASE CORSE COMBINED 15 18 4 occe..15 cows, 444844 .8514. 845 .8585841116 5*w WOT Powwow VE ON 10 ',SINT4 006) 'm MIP6 w6 5OE, 01-01 GAVOWILD ICI EWE 1P414 WM LOC Q Puss44WNW 0P A.0 Mama .R vALTS WOO 1.z „pt. cp.p.pinp pm ppp 0 1 4*4490m RW1 LN ,,�the 'te e MET OR U0 AN PK% inwer rPS W1 WIECT on MUSE OWE 5300115 PER LEGCL ALL MPS ON WC PPM WOUWE DUCTILE TAPPED In <8 9.6E 11:1001 WALLS FOR SAFETY PER CURRENT OSHA & C094 R 031614ENIS SELECT MAIEPAL CCMPA01E0 TO 955 LLE LOCATED IN ROADWAY EA5EWEN1. COAPACTEO TO 905 1F LDCATE015 OTHER EASEMENTS, LOTS 6 SPACES CLASS 6 AGGRE- GATE BASE COURSE MAL BE REOD. IF THE ENGINEER DETERMINES THAT 'PERE 15 NO SUITABLE 4LEC1 MA1EB41 6- SITE. CLASS 6 AGGREGATE FRC.. EXAM 06 TRENCH TO 1Y *BOW PPE EASEMENT, COMPACTED TO 955 TENOE SUB -GRAM MUST BE COMPACTED TO 955 STANDARD PROCTO. TRENCH CROSS SECTION PRONG P.0 DRA53 TO DAYLIGHT 06 SUMP AIR-VACUUM AREA DETAIL mENALMJ 510 .7% BEES SEl1NG DETAIL /-RAB04 0368 WATER LINE DETAILS 0 0 En x 3 O 1)0 8• 0 QF w0 PROJECT N0. 9704209 SHEET 68 OF 77 /4 Be, R' MN, TREMOI LIMIT OF 20PIIN OR BENCHING O TRENCH WILLS TRENCH MD ,RENON BACNF61 HARD TAMPED IN 6' LIFTS W55 6 AGGREGATE BASE COURSE fQJRE 1 15' DIA. & SMALLER FIGURE 1 & FIGURE 2 HAW TRAPS° BACISILL (TGA,) IDEAL 16E1061 CONDEMNS FOR 93E5 10' AND LAMER 1/4 B, 6 FIGURE 2 18" DIA. & LARGER FIGURE 3 ROCK EXCAVATION FIGURE 4 UNSTABLE SUBGRADE 00BD111014 TO 1 I/2' ROCU LARGE STONES BROKEN CONCRETE. ETC. IF REQ.() FIGURE 5 SUB DRAIN NOMINAL MAx TRENCH «DEN AT DIAMETER A PONT 12' ABOVE PPE 33' & SMALLER B • B„ • 16' 36' 4 LARGER B • B,. A 30' NOTES BELL HOLES SHALL BE EIMAVA1E0 AT ALL 4U. & SPIGOT JOINTS. CLASS "B" BEDDING REQUIREMENTS WATER OR SEWER MAIN (TYPICAL REQUIREMENTS) 91 MU_ BOJ* VETE FOR NEW CONSTRUCTION WK SADDLE FOR E55TN0 SEWER MAN MIN. GRADE 21 (1/4' PER FOOT) REMOVABLE STOPPER AS' BEND A' PvC PIPE DIRECTLY OVER PLUG W 110T CONNECT MARKING RPE TO 4RNQ SEAMLESS STEEL STRAPS FOR Sl .E5 (2 EACH SADDLE) NOTE: N CN MAIN 15 AT EXCESSIVE DEPTH. 4RNCE MAY CONTINUE UP AT 45' TO MIN. DEPTH O 9' 1NEN c°Nn11. AT Au0WA&L SLOPE TO DWELLING UNIT. $EWER UNE CONNECTION AT SEWER MAIN PROVIDE 13 CMRN0U5 BAR AT FOUR CORNERS 44 TIES 016' 0C ALL -THREAD ROG (EACH 90E) IF REVD FOR TIES 1° BENDS 2' CLEAR (TP,) CONCRETE PLACED ON CMPAc1ED SOL BAOOILL MER MAIN TWO 90E5 CE ENG4NENT TO B( FORMED 0711INUM9Y CONCRETE ENCASEMENT FOR SEWER MIAIN- UMn OF SLOPING OR BENCHING CE TRENCH WALLS B, - MAX TRENCH WIDTH DENSITY cwPAC1E0 BACKFILL 5 r.50;t SHAPED To FIT BOTTOM MAD NI 00 PIPE FIGURE 1 SHAPED SUBGRADE AMNM MAX. TRENCH 90114 AT °GME1E0. A PONT 12' •BOK PPE 33' 4 SMALLER 3' 36' & LARGER B - B„ + 30' NOTES . BOL NOES SHALL BE EXCAVATED AT ALL BELL & SPIGOT JON15. NOMINAL DIAMETER MIN AI 16' & SMALLER 2' 21' TO 356' 3' 40" @ LARGER 1 2, CLASS '0' BEDDING MAY ONLY BE USED 65UPON APPROVAL a 011E0 APPOINTEDREW4 ENTATIW. R M BA • MAX TRENCH 90114 FIGURE 2 GRANULAR FOUNDATION CLASS "C' BEDDING REQUIREMENTS WATFR OR SEWER MAIN (WE ONLY W/ENSNEER'S APPROVAL) COUNTY ROAD +100 TYPICAL CART UNDERPASS SECTION KKR.wor..Lelm 1181Eft L04 u add GOLF CART UNDERPASS DETAIL woo n Kea 0AR1.193ea °newId is Car wows! 'H+1kn2UbLer Dm 3 away. Am 61N8W6womms .3* 400 woos-, No owns CHANGE IN PIPE SIZE JUNCTION MH ALIGNMENT CHANGE LID 1/6' 10 1/4' BELOW Fm191 GRADE 5 m TYPICA INVERTS WORDS. 'SANITARY SEWER' ON COVER G RCOKR CONCRETE MTM CONCRETE BASE ST IN PLACE AN 0 6' BASE COURSE 3 REIKDICED CONCRETE GRACE 9X05 (MIN.) 9114 6' WALL T IRON 06 ALU CANM NCWE STEPS, POSITION OVER SHELF IN VERTICAL LINE Al 5' oc MAX ECCENTRIC CME REINMQMENT (A5m-0 Am) FUMBLE PLASTIC 4A1ING COWMAN) (RAM -NEN) AT ALL JOINTS RUBBER 0-6010 OR ELEMI9E MANHOLE 44, GROUT SEAL OT ALLO•ED DROP 1NRU MANHOLE SECTION INERT ELEV. 211 SHOT.. ON PROFILE PIPE 1D MANHOI E IED 16' R SMALLER C 21' TO b" E NOTES: 1, MAN OTE BARREL MINIMIW QANETER 511041 GOWOIA TO TABLE. 2. SHAPING FCR SMOOTH MANHOLE WARTS MAY BE OCHE BY FORMING M SNARING NTH CEMENT MOt106. ] THE MANHOLE STEPS SHALL BE SIMILAR MO EQUAL TO ALCOA ALUMINUM CO. N0. 126538. A. PRECAST SECTIONS 10 CONFORM TO *5TH (r476 B PIPE GASKET REQUIRED AT MANHOLE WAIL RE6AR- ,A 0 12' 0C (3000 PBI MIN.) EACH WAY, 3' (MAR (RM TYPICAL MANHOLE SECTION LRp)40 TYPIC L MANHOLE DETAIL 9EPARADCN OF WATER AND SEVIER MANS PARALLEL INSTAL LAT IDN: NORMAL f1M01T ITMS—WHENEVER POSSIBLE, MAINS SHALL BE LAW A MIA HMW OF TEN FEET HORIZONTALLY FRd ANY SANITARY SEWER. Slaw SEWER 04 SERER MANACLE. THE DISTANCE SHOULD BE MEASURED EDGE OF PIPE TO EDGE OF PIPE. 40(04A C CI1=x.0-✓x8FN LOCAL CONDITIONS PREVENT A HORIZONTAL SEPARATION OF TEN FEET. A GARTER MAIN 1YY BE LAID CLOSER TO STOMA OR SANITARY SERER PROVIDED THAT: 1) IT IS LAID INA SEPARATE TRENCH. 2) THE ELEVATION OF THE CREAM OF THE 514VER 15 AT LEAST 18 INCHES. BELOW THE INVERT OF THE WATER WIN. SUCH SEPARATION SHOULD BE OF UNDISTURBED JR CCAIPACTED EARTH. 3) *MERE TH15 VERTICAL SEPARATION CANNOT BE OBTAINED, THE SEWER 5HWL0 BE CONSTRUCTED OF UA1ERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER WIN STANDARDS OF CONSTRUCTION. 2 CROSSINGS: fEglgl FMNI 11FNSNL14NEKR POSSIBLE, WATER MAINS CROSSING OVER NOISE SEWERS. 51084 5EWER5, OR SANITARY 5ENE85 SHALL BE LAID TO PROVIDE A SEPARATION OF WT 0E451 B 11104ES BETWEEN THE INVERT OF THE PRESSURE WATER WIN AND THE CRDWW 00 THE 5EILER. 561014)fO,ND L ON5—HAIFA LOCAL CONDITIONS PREVENT A VERTICAL SEPARATION A5 DESCRIBED A°0K. THE FOLLOVI NG CONSTRUCTION SHALL BE USED: 1) SEWER PASSING OVER 09 LESS THAN 18 ;ACHES UNDER WATER WINS SHALL BE CONSTRUCTED OR WJITIEO U51N0 ONE OF THE (0LGv1N0 METHODS; 4) QE LENGTH OF PIPE AT LEAST 20 IE01 LONG CENTERED OVER OR UNDER THE WATER WIN. JOINTS BETWEEN THE SEWER PIPE AND THE SOCIAL PIPE, A5 DEE RED BELOM. SHALL BE ENCASED IN • CONCRETE COLLAR AT LEAST 6 INCHES. THICK •Iq EXTENDING AT LEAST 6 INCHES EITHER SIDE OF DHE JOINT OR. 6) C-000 M DIP w/EPDXY COAT 1NG SERER PIPE WITH REINFORCED CONCRETE ENCASEMENT. ENCASEMENT 9011LD BE AT LEAST 6 INCHES TNICN AND EXTEND A DISTANCE 00 10 FEET ON BOTH SIDES 00 DHE WATER MA116. 2) WATER WINS PASSING UNDER SEWERS 5140400. IN ADDITION, BE PROTECTED BY (60415INO: e) A KR11 CAL SEPARATION OF AT LEAST 18 INCIE5 BETWEEN THE INVERT OF THE 5E8E6 AND THE CM'MI OF THE WATER WIN. 6) AGEONATE STRUCTURAL SUPPORT FOR THE SURER TO PREVENT ExCE551VE DEFLECT ICN OF JOINTS AW SETTLING M AND BREAKING THE NATER WINS. 3. E0151110 PIPE: A 30 RE ARANMNFD INN AME—SANITARY SEWER MAIN 15 TO BE ABANDONED IN PL•0. WHERE CONFLICTING WITH PROPOSED SANITARY SEWER WIN THE (115111NG WILL BE n WNED (10) FEET 114 BOTH DIRECT IM FIp1 PoIM OF CCNFI ICT. 5 O 0 ce U DATE 6-1-03 FILE: SWDEL PRNA J018411.61.640.1. OTHERS PACKING) KIN NT: MIT SPECIAL REVERSE Y FITTING A// BECONO MATERIAL UNDISTURBED GROUND CONCRETE ENCASEMENT TO BE A MINIMUM OF 9' B108 ALL AROUND CROP BOTIOI 4CTM MAY BE POURED MONOTONIC Willi mANHOLE BASE PPE UO A B C 0 E F G H 8" 60' 26' 36 16' 21' 4-1/2' 8" 4-5/5' 12' 60' 18' 4' 24' 21. 5-7/8' 10-3/2" 5-9/8' 12-1/2" 7-3/4' \\.. \\5\\.0\NA\\ SPECIAL 00' ELBOW CON:REIE GROUT INVERT IN 910064 ON PROFILE STANDARD AS OJT CURVE 4CTON PRECAST MANHOLE BARREL SECTION MOP INVERT 4106M ON PROFILE NOTE: 1. AT CLAY OSTM 9LBI9 ARFOR CONCRETE 1M PE (A50 W SMI AND C -J6). 2 FOR PATENT PURPOSES; AAL F11TN05, PP, CONCRETE ENCASEMENT SHALL ((IXUCED IN 111E COST OF OUTSIDE MLP. } DIAMETER OF PROP SHALL NOT BE LESS THAN 111E UNE PIP DIAMETER, OUTSIDE PCP SHALL BE CONSTRUCTED WHEN MOP INTO MANHOLE 5 2'-0' OF GREATER. OUTSIDE DROP MANHOI F CONSTRUCTION 2' COST. 91 20 SEWAGE AN .•OMA TALK GRDUU (LEV PRO4OE ENTRANCE AND EMT OF 864153RE SERER MROxx was 0 vont war AT •110E5 RECURE0 Br 04431- N ORE- WnM, s NIT K -o-•-w0 6' CN9— OAS 1'A L00010 COKR FROST FREE vim .1 1EFAIDDA1E0 10D60 016>W.J.TE BOX SMC • AND CORER 01:,]400 BE APPROP1.rz FP LONNA0 0g811011 MITIMATLEI r 11001 00100.6 RING 2' OP ODWE Nit% 4RNICIJUTA a 20 V W x1PPE & 2-45' SENOR Y BNL TALK PPE CAPIEG-A-IW CfYcan BLOWS FOR SUPPORT A5 NECESSARY CRURA LUMNCATE) PLUG VALVE W/ 2' OPEN NUT P AUR. (au 6'' DIP 5100. 080[0 SADDLE FOR AR/TAG COMECIWN RUG FLA 6" AND 4" FORCE MAIN VALVE BOX AND CLEANOUT DIP FITTINGS DETAIL WITH OR WITHOUT AIR/VAC PROJECT N0. 97042.09 SHEET 89 SEWER UNE DETAILS I OF77 14 BEGIN CpxsThUC11 4 GENIERUNE N .20155 8308 10239.5407 r 6 &4NE MPPAnos, )NE 'iv REPLACE 53.0 LF 24921AP N/ FLARED ENDS RELOCATE 0001 TALE 50 INLET ACE 48.5 LP 24'049 OUARDRYL BEGIN CONSTRUCTION CENTERLINE 19882.388 E 10250.6398 IN,� TAPER (INCIUOED DECELERATION LENGTH) n l OC p.m er fir 140E 13 WOR MELS A REPLACE 71.01E 24'CMP 800' DECELERATION LANE W/ FLARED WD O COT TYPE 4 GUARDRAIL 8W i� NOTES I. THIS DESIGN 15 IN 011 cDUPLIANCE WI714 SECTION 4 OF THE STATE HIGHWAY CCE55 0008. `AL2 OCR 901-1. AU0.31. 1998 2. ALL CLARORAIL/WLVERTS/MLE15 70 BE PER COOT 0085 STANDARDS. 3, THE DESIGN OF THE PCgn01 OF C.R.154 NORTH Of U5 HIGHWAY 87 IS 0E5101E0 CCgdMNC 10 (551100 0010111015. 4. TNAFFIC SIGNAL DESIGN TO SE PERFORMED BY OTHER. 5. RETAINING wALL DESIGN TO BE PERFORMED BY COLLO (0008(RING 0 GLENw000 ''RINGS. COLORADO. LEGEND PROPOSED ASPHALT 00808*Y PROPOSED ASPHALT ■ PROPOSED STORM INLET O PROPOSED lRA'P1C SIGNAL `132 EXISTING UTLRY POLE (MING 9GN 4A HA .44.44 E95TN0 RAILROAD RIGHT -Cf -WAY - -- 74 -- . En5100 OVERHEAD ELECIRP PROPOSED CENTERLINE ^�-� �•'•^ En511N0 24'CMP PROPOSED 24'0.1P/ENTENIO' 511511N0 GOT TIRE 3 0(7Af5RAIL PROPOSED CBOT 118E 3 DUARDRuL 0 0 80 n GRAPHIC SCALE I NI ( IN RDFT IME - 60 D. IW' MATCH 0 E7571110 ---- RA 250' SICRME 8 HIWRAY.82/ 08.154 S91TA/ 1 ) ]a8910(CRIS•) ,,, ,�/�d .99]9 CO 26,5' (TV.) MON CBOT TYPE • 004808AL L2 (6i 1NST.LLL 9.0 ^E 24'C41, ENIEN9W RAISE�POWER POLE AND UNE AS NECESSARY BEG" COOT TYPE 3 GUARDRAIL (MATH TO En51ING) 00 0/S STA.W.0 70428 RASE POWER POIE\ AND UNE AS NECESSARY MATON TO E55110 INSTALL 440 Lf 8' 80A CIA0RI 107151.1356 E 1110.4537' INSTALL 440 ^s 8' BO" INV, 8.6960.0 INV. %1155958.0 19034,8774 E 107010164 Tod TWORW5 tidal. 00' RAILROADrtow._ OPE •mm LL .641 (55980 1080 LF 24' CRP W/ INLET CONTROL CURVE TART F 03RYE RA0L15 ELN6IN TANGENT 01000 04788+0 OWE 01 2104.28' 405.878 203.55 40521 93351 48 L 11'0301' C2 1851.61 356.44 178.77' 355.89' 54355'36'C 105938' 03 .%129,00' 60.13 W,OY 60.13' 1'30'52% 01'09157 04 212900' 19.43' 911' 19.43 8572173791 00]2155 05 1346,17' 248.02 124.36 247.67 521171537E 10'3322 06 1775.81' 838.75' 427,37 83700' 539'22 1.2% 27-03'577 C,7 27,00 12.93 27.52 305 5070123'7 910533 08 62O 1035 10.92 39.64 519'3240 w 371728_ C9 62.00 57,44 30.97' 5541 525193578 5305'02 010 466,57' 81.51 10.86' 81.41' 54302'51E 1000'36' LINE CHART LOPE 018ECn04 04514X08 U N49'26 05 143.81 L2 549'2551 E 165.58 L3 550'56'45 E 205.07' L1 552'01'SO'E 317,58' L5 55737'55E 147.97' L6 554550E 300.71 L7 8854550 W 308,71' 788 553'3957 E 99.98' LSI 53811'24'% 133.55' 110 N00'53'56E 19.52 111 552'I106'E 20.16 112 541115E 114.85' 113 N368233 W 71.96 0 5 07 0 0 6 1 0J DATE 6-1-03 01 CLi PROJECT 00. 9704209 SHEET 70 HWY.X82/C.R. #154 SITE PLAN pF 77 EDGE UNE STA: 2+05.53 0/5 47.0 L LANE UNE STA: 2+05.53 0/5: 310 L BE0N CHANNEUDNG UNE 5Th 2+05.53 0/5 150 L IDLE LINE STA 2+05.53 0/3: 3.0 L c MX LINE STA' 5+0984 0/5: 47,0L LANE UNE 5TA. 5+0184 0/5: 31.0 L 8E0N d.WNEU2IN0 LINE STA. 5+05,84 0/5: 150 L �� EDGE 540 STA: 5+E5.84 aillIllMmimm0S30L %%5.5_ 4 \tea '+r 777'44 )t1. ` /Sp EDGE LINE STA 7+0697 0/5: 150 L THROUGH LA R OE0N 04054NEL STRIPE STA: 10+06.09 0/5 29.0 1 EDGE ZINE STA: 997.09 0/5'. 150 L PROPOSED TRAFFIC SIGNAL EDGE LINE STA: 10+6570 0/5 43.0 L BEGIN CENTER UNE PROPOSED TRAFFC 90YAL/PE0STAL STA: 10+95.38 0/5'. 43.0 L DOE UNE STA: 2+0553 0/3 30 R E UNE STA: 2+0553 0/5: 17.0 R CQ LINE STA: 2+05.53 0/5: 31.0 R EDGE LINE STA: 11+74.67 0/5: 47.0 L END LANE UNE S TA: 11+7467 0/5: 31.0 L END 0141 8EL13160 710E STA: 11+7.67 0/5: ISO L CENTER SlePIN6 STA 11+7467 0/5'. 3.0 L EDGE UNE STA: 5+05.84 0/S 30 R LANE UNE STA: 5+05.64 0/5. 17.0 R BEGIN CNANNEUZING LINE STA: 5+05.84 0/5: 31.0 R EDN UNE STA: 5+0584 0/5: 430 R NOTES 1. ALL 9GNING AND 5190460 TO BE PER CWi M65 STANDARDS AND THE 4441141. ON 11410091 TRAFFIC CCNTR1L DEVICES. 2. CENTER AND ISLAND STRIPING 140101 SHALL 510 2 -YELLOW STRIPES 4' MICE MTI 3' STA/RATION 80711E£11 574+05. 3. EDGE UNES AREA 101110, 4' WIDE. GNANNEUIING 5TNPE5 ARE WHITE, 8' WOE. 4. STOP STRIPES ARE 1114/TE, 24 M[E S EDGE LINES AREA WHITE, 4' 6600. CHAN4EUPNG STRIPES EDGE ;NE STA. 9+21.95 0/5 47,0 L LANE UNE 5TA'. 19421.95 0/S 31.0 L BEGIN 0.1ANNRIn6G UNE 5TN 19+21.95 0/9 15.0 L EDGE UNE STA: 19+21.95 0/5 3.0 L LEGEND PRCPOSEO ASPHALT OVERLAY PROPOSED ASPHALT CR0591ATCMHG LINES. YELLOW, 10'1WGE • PROPOSED STORM INLET D PROPOSED 1RAMC SIGNAL Hai 0051160 9TLITY POLE -T' EF1611501 EF516111106G EERRIGHT-Oe PROVERHEAD ELECTRIC PROPOSED 05:61(61840 PRORCND YELLOW LIE +105WAITE UNE mT" 0151160- S11TN0 2410./P PROPOSE ENTID EMSTIN0 Nd0503 GUARDRAIL 0..ARDIL PROPOSED COOT TYPE 3 LY+RORYL 0 0 GRAPHIC SCALE ( IN 0(90 ) Inch . 60 n. EDGE UTE STA; 22+2287 0/5 31.0 R LANE UNE STA: 22+2287 0/5: 17,0 6 EDGE UNE STA' 22+22.87 0/5: 3.0 R 100' MATCH TO EY15TN0 1 EDGE UNE STA: 9+9709 0/51 3o R ENO LANE UNE STA: 10+0609 0/5: 17.0 6 dAN4ELl➢NO UNE STA: 10+06,09 0/5 31,0 R EDGE LINE 5TA 0+1009 0/5: 43.0 N AFFIL SIGNAL GIN CENTER LINE BE014 LANE LIN 514 901E STN 11+7487 0/5: 74.67 '/S: 19.0 R 0/5: 3.0 R PROPOSED EDGE 'INE TRAFFIC LOIAL STA: 74,67 EDGE LINE 0/6I 35.0 R STA', 11+39 41 n 0/5: 35.0 R STA; 10+6338 0/5. 31.0 6 CNANNEU(160 LINE STA: 10+9538 0/5 31,0 R BEGIN C4ANNELI21N0 UNE STA 1+0738 0/51 31.0 R LENGTH -'4a '.161 WARM tat ag_RALROAD R.O.W. MATCH CN518.10 OR.154 51RTdG EDGE U CRIN 5Th 15+95.31 0/£ 12.0 L (110 PIANNEunNG LINE GR154 51*: 15+9539 0/5: 0.0 R ANTER UNE 0.6,154 2 -YELLOW, CHIDE STN 149100 0/5: 12.0 R EDGE LINE CR.154 0/5: 240 838 EDGE UNE STA: 22+22.87 0/5: 3.0 R LANE LINE STA: 22+22.87 0/5 17,5 R EDN LINE STA.22+2287 0/5. 31,0 R CURVE TARI F COp9E RADIUS LENGTH TANGENT 06080 BEARING 12 0 210428' 385.84' 20355 0521' 533'51460 110101 C2 1857.61 356.44 176.771 35589 5435536 E 105+:9 03 3029.00 60./3 30,07 60.13 5519052 E 01.8t5 04 2029.00 1943 9.71' 19.43' P1522127'W 00T32 a1r C5 1346.17' 248.02 124.36' 247,67 52217532 10'3327 06 1775.61' 83478 427.37 831.00' 539'221210 270757 07 27.00' 42.93 27.52' 38.55' 507292310 91'0535 CB 62.00' 40.15' 1093' 39.64' 519'32'40'W 371728' GSI 62.00 5744 30.97 55.41 125'38350 53'9502 010 466,57 61,51 40.86 51 41 54702 51 E 10'036' LINE TARIF UNE DIRECTION 0STANN LI N492605 w 143.81 12 549'25'51 E 165.58 L3 55056 45 E 205.07' U 5520459E 317.68' 15 5573155 E 147.97 L6 554'55'18'0 300.71' 1; X543508 w 300,71 1.8 5536957E 99,98 1.9 538'1124 w 133.55' LIO N005356 E 19.82' 111 55211'06'1 20,16 L12 54611 IYE 114.65' L13 X389733 W 3199 HWY. #82/C.R. #154 SIGNS and STRIPING m O N 5 0 N 0 1 1 o FILESPSSHVB2 PROJECT N0, 97042.09 SHEET 71 OF 77 BEGIN Cw51MIC11 1 CENIEMINE N 20155.876 E 10239.5407 BEM CONSTRUCTION CENTERLINE 94 9882188 E 10250.8396 c C 4 op 7!00 RERAN 550 LE 24.00 w/FLARED 0905 2.00 xv. 0420.55960.94 RELOCATE CWT 719E SD INLET REPLACE 46.5 LE 24-CYP 'INV ORT -5959.50 N 19637.7776 E 1046E2901 -154 - v+..-- - "',,%•moi////i//// DD 64W _ C2 7400 6400 lW1E °OT TWE 13 OROY1ME4_ 9114-5966.50 619609.6603. E 10421.7238 REPLACE 71.0 LF 24'0417 w/ TOWED END 940. 0117-5965.14 NOTES 1. PROPOSED xldwAY MGE9NG 10 4401 1EXISTING N191wAY CROSS SLOPE. 2. RETAINING 94601. DE9w TO 8E PENEwuED BY COW EN0NEERING of GLENw000 SPRINGS, COLORADO. } ALL GRADING OR 0.9.154 SHALL BE MAINTAINED OUTSIDE THE MIAOW 91041 -CE -WAY. 4IT 5 THE 9ESP00499uT7 OF TEX CONTRACTOR TO CONTACT ALL URLITY COMPANIES ECA EIELD LOOMS.' GE UTILITIES PRIOR TO CONSTRUCTION. LEGEND ® PROPOSE -0 STERN W ET o PROPOSED 9RAEE0 SIGNAL 'U* MISTING Unlet PDIE EXISTING 9GH - - EXISTING R6IAOA0 RIGHT-CE-w4Y ---111 ------ EXISTING OVERHEAD ELECTRIC PROR000 CENTERLINE 7+ ^^ EP5TNG 24'04P PROPOSED 24'04P/0%TENP0 EXISTING CWT TYPE 3 GUARDRAIL 990P05ED MOT TYPE 3 GUARDRAIL 10 E957190 2' CONTWR PROPOSED 2' COMM. PRCP0500 10' Cw7010 GRAPHIC SCALE • it ea IN FEET ) 1 inch - 60 Fl oEXsnx MAid c-'. 8 0 5 5 00 0 05 0 FILE: GR1HV8 EPsING 106.0 LE 24-04P W/-6LET PATROL 69 VW. IN -598325 V. MT -5976.56 INSTALL 90 LF 24'5%. EIREN9w • OM ONMOT -. TWE 3 GUARDRAIL ' 64A100 TO EXISTING) uOA/RELOCATE MER POLE AS MS ART MATCH TO EABTNO INSTALL 440 LF W BOX CULVERT 62644337' f E 11064-6 ) RAISE POWER POLE ANO LME AS NECESSARY INSTALL 440 IE 8' BOX CULWRT MV. 191-39600 INV. OUT-595SM .. 105 'UMW tat 100' RAILROAD q,O.W. PROPOSED RETAINING - WALL TO BE 89wE0 87' OTHERS EAS1N0 908.0 LE 24' ORP 'Ai/ MET CONTROL N 5991.56 INV OUT -5979.50 CURVE TARI F CURIE RATIN$ LENGTH TANGENT 01560 REARING DELA CI 2104.28 405.84 20155' 405.21' 53150'4646 11'03 CI C2 1857,61 356 44' 128.77' 155.89 54155 36 E 1059'.6 W 302900 60.13 30.07 60.13' 5593052E OMB" - 04 2029.00 1943 9.71 19.43 552.29 27 N 0037" 03 1346.17 248.02' 12436 24767 52117'531 10'33.1 06 177561 83478' 427.37 83150 1392112E 57'357 07 17.00 42.63 2.752 38.55 007'21723E 9105'75 08 6200 40.15 20.92 39.64 519'324008 371726 C9 82.00 57,41 30.97 55.41 525'36351 53'05 02 CIO 466.57' 111.51 40,66 81.41 S431)251E 100036_ j.INE TART F LINE 56601109 0957*NCE LI N497605'w 14181 L2 549Z551'E 16556' L3 550'56'45'6 30507' L4 0520159 E 317.68 L5 552'37556 14797 L6 55455'W E 300.71 07 6545508 w 300.71 08 553'3957E 99.98 L8 538'15Ww 133,55' LI0 1.005156'E 09.82 Lu 55211'06 E 7016 L12 54611'15 E 114.65' L13 638'0233'1 31,96 PROJECT N0. 9704209 HWY. #82/C.R. #154 GRADING and DRAINAGE QFEET„ STARES I I II ISS ennfora Stir O BAILS EMBEDDED E' TO 6' O O 0 DRAY CHECK DAM 15' O M 2-2' LIFTS a-2' 2' — 1{' EXISTING WEE En5nNG COOT TYPE 4 GUAKQAN EXISTING LANE CN 0n5nNG) IY 0.A55 1 ABC 5' CLASS 6 ABC COMPACTED TO 952 COMPACTED TO 95* STANDARD PROCTOR STANDARD PROCTOR TYPICAL HIGHWAY 82 SEC11ON NEAR STATION 23+00 E*Sn6G COOT TWE 3 GUARDRAIL CULVERT OUTLET SLOPE ROUNDING EFTS 2%23' STARES BALER CLBEEKD DROP INLET RELOCATE UNE COOT TWE 4 GUARDRAIL 2 REUDCATED LANE 6 PROPOSED COOT TWE 3 GUARDRAIL 12- CLASS 1 ABC 6' CLASS 9 ABC COMPACTED TO 95* COMPACTED TO 95% STANDARD PROCTOR STANDARD PROCTOR TYPICAL HIGHWAY 82 SECTION NEAR STATION 15+00 CULVERT INLET Y9 tr8 IIf.2 —7S �:3A RELOCATED LANE RELOCATED LANE IB' PAINTED MEDIAN 15. RELOCATED LANE RELOCATED LANE (MATCH E,SnxG) PROPOSED CECEL LANE ori ig R PGSED CWT TYPE 3 I.2 GUARDRAL L r. 4" ASPHALT RACED N 2-2' LIFTS 12' CLASS 1 ABC COMPACTED TO 95* STANDARD PROCTOR TYPICAL HIGHWAY 82 SECTION NEAR STATION 10+00 & CLASS 6 ABC COMPACTED TO 95* STANDARD PROCTOR 7 ni- A `6A 12. Aa RELCCAIEDJT— sLOR 4CLD LAZE LME 12' -RELOCATED LANE 1.� 6" CLASS 6 ABC COMPACTED TO 95% STANDARD PROCTOR 12 MASS ABC COMPACTED TO 95[ STANDARD PROCTOR 9' ASPHALT P ACED IN 2+2' LIFTS En5nN0 CWT TWE 3 GUARDRAIL 'sS TYPICAL COUNTY ROAD 154 SEC110N NEAR STATION 16+00 6' o8 EXISnNC LANE ERRING. LANE E0511G 2' GEGEL LANE— Ensnxc LANE Sn5TIH0 LANE CWT TYPE 4 GUARDRAL 04% 12' CLASS 1 MIC CGAPAC1EO TO 95% STANDARD PROCTOR TYPICAL HIGHWAY 82 SECTION NEAR STATION 2+00 6- DA 5 6 ABC COIPACIEO TO 93( STANDARD PROCTER 2 En5nNG CWT TWE 3 115 GUARDRAIL T_F r tr 2% 3 13. TRATE"! ^EXISTNND E 6' MATCH -- r EXISTING 2.0* (MA 6' CLASS. 5 ABC COMPACTED TO 955 STANDARD PROCTOR 12' CLASS 1 ABC COMPACTED TO 95% STANDARD PROCTOR TYPICAL COUNTY ROAD 154 SEC11ON NORTH OF COLORADO HIGHWAY 82 HER PAMVENT MCCIMD PUQD pri 2-2' LIFTS 260 un RACED O.ER R010-1RLIE0 EDGE - EXIR O EDGE OF ASPHALT JOINT DETAIL FOR PAVEMENT WINNING (N, T,5.) Rom-muto 2' P4 •10 oter HWY. #82/C.R. #154 MISCELLANEOUS DETAILS 0 5 5ec 0 d Fe 0 0 U n 0 PROJECT N0. 9704209 SHEET 73 OF 77 mW L e INTERSECTION AT STA: 9+63.97 MCR T STA. 0494.55 M 8VER RANCH DMA N 15564.77 £ 13601.37 0 to cc 6 0 1/1 0 CR t09 CURVE 10 1100' RADIUS PER z w 0 0 o a 0 4 5940 LEGEND PROPOSED ASPHALT DIHEDRON M ROM / PERCENT GRAM PROPOSED 1' CONTOUR PROPOSED 5' CONTOUR 6551N6 1. CONTOUR EXISTING 5 CONTOUR E STI C OSE R CH/9E5TRM'N BOUNDARY PROPOSED ROSE RANCH LOT SETBACKS E STT CCR 09 CE TERL E PROPOSED ROAD CENTERLINE PROPOSED CR.109 141017 -0E -WAY NOTE. 5EE SHOT 74-8 IM VOID CROSS SECTION MTARS. GRAPHIC SCALE o no Ivo XO PM STA - 2+65 PN EI1V - 580199 N-83.06 PROPOSED SURFACE ( IN FEET ) 1 Inch - 50 R Li) " ExD s1Anox 15+65 yj MATCH TO EXISTING ASPHALT E1451190 AIRFACE PM STA - 13+00 Pv ELEV - 590598 5920 5900 — BEGIN STATIN 1+65 HATCH TO E55nN0 ASPHALT 1551040 ELEVATION1 rPROPOSED ELEVATION x1ER1EC11011 RIVER RANCt VINE STATION 9+65.41, EMv - 5931.75 3COOP YC IOm Nov VDT 6 2+00 3+0o 4+00 5+00 6+00 7+00 5+00 9+00 SXMITLEIOtallni STATIONING IS CENTERLINE STATIONING 0+00 11 00 12+00 13 00 is 00 15+00 16 00 PROJECT N0. 97042.09 SHEET 74A COUNTY ROAD #109 PLAN and PROFILE OF 77 I && m= �R'y 2 N^ N$ RR ma Ylr ,._ R$ ,W„ S„ / N� rn 11 02 &� „$ N2 $ i. n „� '�R $n ,Pg REa eo R Rn ,P„ RR q2 SRR cS Ng RR .,„ 3��Y�'.a x In -.8 �F •.S �RZE �8 %.� am oR �'R R� $ \'. 2+00 3+0o 4+00 5+00 6+00 7+00 5+00 9+00 SXMITLEIOtallni STATIONING IS CENTERLINE STATIONING 0+00 11 00 12+00 13 00 is 00 15+00 16 00 PROJECT N0. 97042.09 SHEET 74A COUNTY ROAD #109 PLAN and PROFILE OF 77 2 4.C' 2.0'T -•—v- GRAVEL SHOULDER RELOCATE LANE OM_ RELOCATE LANE A' ASPHALT 1-i' LIFTS YCKO+- 4.0 GRAVEL SHOULDER Y+� —6' CLASS 6 AGGREGATE BASE COURSE COMPACTED TO 955 STANDARD PROCTOR STRIP ALL TOPSOIL. SCARIFY AND REQ' 4PACT 5U80,RACf A MINIMUM OF B' DEPTH 10 95' STANDARD PROCTO. —ISE CLASS 1 AGGREGATE BASE COURSE COMPACTED TO 95% STANDARD PROCTOR GRAVEL S4DADEA 11 0' RELOCATED LANE NTA 11 0' RELOCATED LANE {' ASPHALT 2-9' urns _YroE e+ - GRAVEL SHOADER ti". 6' CLASS 6 AGGREGATE BASE COURSE COMPACTED TO 9516 STANDARD PROCTOR STRIP ALL T0P50L SCARP? AND 0(0040ACT 5UBOADE A MINIMUM OF 6' DEPTH TO 95% STANDARD PROCTO. —12' CLASS 1 AGGREGATE BASE MURK COMPACTED TO 95% STANDARD PROCTOR OO (( V ROAD/ 1 O - I flCAL C,9CW NTA 6051100 SLOPE 6' MAK. 2.5' • Mn. BOULDERS J_V V 2' MINf IEXALIZELYMLISM21 Nit LEGEND PROPOSED ASPHALT DIRECRON OF FLOW / PERCENT GRACE ROO5E 1' CONTOUR GP05E0 5' CONTOUR EXISTING I' CORTWR EXISTING 5' CONTOUR ATE MAN BOND PROPOSED ROSE RANO LOT SETBACKS E 5 G C 09 TERL PROPOSED ROAD CENTERLINE PROPOSED C,R,109 8097 -O -WAY INTERSECTIO AT STA: 9+53.67 O CR.109 STA: 0+9455 OF RIVER RANCH DRIVE N 15584.77 E 13601.37 S N Y 5940 DARN BUY 592000 UMW' K PTA STA - 1+50 P'0 EL IE - 5933.35 FAS1NG 6$FACE 240.00' VC PN STA - 4+70 PN [LEV - 5950.96 A0, - -SUR N . 4599 N-4444 BEGIN STATION 1 00 E EV - 5931,75 M TEH TO PROPOSED ASPHALT PROPOS D SURFACE END 51A110N 6+26 [LEV - 5951.42 MATCH 00 MONO ASPHALT. 110881,40' WIT fb ggS a 9 Q2 02 08 oe ggm 2 •.X I+W 0 NEW W , eater � RSp INTERSECTION DRIVEWAY STA 20+00 NTERSEcnaN ONG9 STA I6.e0.12 ROSE RANCH ENTRANCE STA 0+70 7+W 3+00 4+00 STATIONING IS CENTERLINE STATIONING h- 5+00 GRAPHIC SCALE O 55 00 ICC 6+00 ( 1N 9LET ) 1 Inch - 60 [L RIVER RANCH DRIVE DETAILS, PLAN and PROFILE 0 a O d d tn O CT. O O 0 DATE 6-1-03 0 I PROJECT NO. 9704209 BEGIN GUARD RAIL SIA 8+99.30 FRET: 15.47 L 360' 430 L "RFC?) r4 CDOTTYPE 3 GUARDRAIL FOR CULVERTS. STANDARD PLAN M-505-1 9R 12. INSTALL 14(14.8' MULTI PLATE 508 CULVERT FOR GO! CART UNDERPASS. END GUARD RA1L STA: 13133 71 OFFSET. 32.86 L AMR SIRE TN 124A]D OFFSET. 24.00 L 368' ACCELERATOR LAME SATAN 114M STN16+4812 CETSETI .33.00 L OFFSET 24.00 L UNE STN 14823.43 /TN 16+46.12 OFSER 24.00 L CFMETI MOO L UNE IK TN 18+ 82479 CFTSET 24.00 l AVE A: 1 517701 warn =O2 L 388' TRANSPTON TAPER 33 CELERRnON LANE 8141E SWIPE /TN IH981 OF/SET: 30.04 L LME UNE T8.LORZ1.0 16+' 9RO TAPER <ENID IMMO STN 19+550.93 4.54 L STN 11+15. OFFSET! 400 R/II 11 //.65 20'RFOgLOFFSETI APER DECELERATOR LANE 316' LANE (MT' S7 AGE) CENTER ISLAND 518 16+40.12 OFFSET: 8.00 L UNE LITE /TN 16+4612 •.u'4 N. SITE, SIGNING AND STRIPING PLAN U • COMER dMO TN 17+2212 CS:IITI 4.00 R 120y REDIRECT TAPER 321— CENTER ISLAND STN 18+42,08 OMER 0.00 R cc MATCH 04516+6 ASPHALT HIEN 11MO STN 201/404 CFT•SET: 0.00 8 GRAPHIC SCALE tO IN P558 ) men - 50 ft. O O al a z u DATE D6-01-03 FILrRI09 SP3 PROJECT NO. 9704209 SHEET 74C OF 77 60' REDIRECT ST 10X60.1 • 280 E ERA"- LANS CDTE S111PE STA 12+70.7 OFFSET: 2601 L STA 12+401 (MEET. 14.01 L 114fIT6,23E STA 14162.7 DFFSETI IADP MTE DAVE STA 14+0796 1197 L MATCH 10 ERVING ASPHALT m1TEl1 MHO STA 0440.10 MENET 2011 L H '• 0311E4W01�C.IIY _ 256 REDIRECT TAPER .b.1 4i iWERX1 420 REMELT TAPER MATCH TO EXISTING ASMAT IM' AAIISRMr TAPER • LANE (100 S1ORA Wr�iw6i°. OFFSET 14.00 -ia 44-1 C:4> Q 600: OI6018 -� 6025 C:: WA4 \ rk. ,:_....e, I kr:a li btost: : sTh\9: ATI. v„ Titelikam wrtaaria 7.51 r, 1::41 :111.,..„.....4L4.4.4,444111.1/4:\;, , A 51...wareallIn .7111 etiTreA•MimnjS-dillIll :: „it_ 6+00 s s, 0 S GRADING PLAN 6020 ICAO' VC MOH POI' 6EV • 9022.02 15014 POINT STA • 6+0.00 M STA • 6+1206 M ELEV • 602122 N • 40.00 e9RO0MA1E (051 GROUND &RAM N _.6050 re E cc 0 R LON PONT EWA _ 402146 109 PWT STA • 7+6370 M STA • 3+6130 mai POMT GDV IO21C M [ILV P 023.36 1404 PONT STA • 8+2163 1 km 1.00 M STA • 861.4 70.5600 M EIEV •• 6022 3 00' VC AP • -361 ;1 S� i1 i1 N • 4.10 S Gp y y* Fsj y, 1t$Jf 0 {1 Y 2 IE I%M& \C 046 wLnPLAIE CULVERT FOR GOLF CART UNDERPASS FL ELEV: 60005' PROPOSED FINISH CF111ERUNE PROFILE YERTCAL SCALE: 1'A 10 6060 APPROXIMATE ENISTNG CENTERIJNE ELEVAT00 DA2TN &.DP 698.!0 PROPOSED CE 1ERLINE ELEVAnOI 9 $ 1+00 2+00 3+0 4+00 5+00 6+00 7+00 6+0 PROPOSED CENTERLINE PROFILE pro 10+0 11 0 12 00 GRAPHIC SCALE as SO ( 111 MET 1 lath • 60 IL 43 v1 Le n Y • 21 PROJECT 9704209 . SHEET 740 OF 77 0 N 5w 0 0 O G W O 7 tn ce 4 FILEOUTH_VID1 DRIVEWAY GRAPHIC SCALE DATUM ELEV aL �00 0.00 (lE PERT) 1 inch ..0 ft SECTION A -A e 0909 CR 109 SOUTH ENTRANCE GRADING (RIGHT TURN LANES, NO LEFT TURN LANES) PROJECT NO. 97042-09 SHEET 74E OF 77 1 - man GRAPHIC SCALE 7C0 a KO 70 ( IN itt) 1 men - 200 M1. LEGEND cannnc CONTOUR LINE PROPOSED CONTOUR UNE PROPOSED LOT UNE PROPOSED RIGHT -CP -NAY LINE PROPOSED ASPHALT 1 • * „Attie ricl Carr -r -. • 0 w 0 L0 w 0 0 W kwmU PROJECT NO. 9704209 SHEET 75 OF 77 PROPOSED tr VALVE N n1J86 E 15911.88 PNWDSED ROAD R.O.Y. PROPOSED PROPERTY LINE -38 PROPOSED 8' SOR 35 SEKR FIVE /IM PROPOSED SEWER FORCE MAIN PROPOSED 12' VALVE N 8706.11 E 16057.65 8611NG GAS VALVE IW- PROPOSED 12" WATER PIPE m PROPOSED SEWER MAN HOLE PROPOSED FORCE MAIN MAN HOLE 8931190 OA X MON TOR EYJSTNG ASPHALT GRAPHIC SCALE ( IN FEET ) 1 Inch - IW El PROPOSED 10'.17' TEE PROPOSED 17' VALVE H 5762.58 E 16784.67 PROPOSED 12" VALVE N 6739.97 E 16074.83 PROPOSED 12 VALVE N 4877.60 E 16703.58 E8STNG ROAR/NG FOM WATER AMD SAMTAT DISTRICT WATER SK ASPEN REM ROO40ARY LINE PROJECT N0. 9704209 POTABLE WATER MAIN OFFSITE SHEET 76 OF 77 FMH N 7769-21.40 E 17446.18 FMH-20 N 8150.67 E 17325.21 H-24 N 6639.28 E 17763.53 ASPEN GLEN \ E MAIN TO TIE INTO STING ROARING FORK WATER AND SANITATION DISTRICT WASTEWATER TREATMENT PLANT. FMH-19 ROSE N 8542.32 RANCH _ 7262.16 FMH-18 r O FMH-23 N 7010.9317682.03: �`/`A� E FMH-22 N 7400.87 E 17599.44 LECEND PROPOSED ROAD R.o W PROPOSED PROPERTY L. SS PROPOSED t SDR 35 S+fR PPE PROPOSED SEVER FORCE LIMN PROPOSED 12WATER PPE PROPOSED SEVER VAN HOLE ® PROPOSED FORCE MMN MAN HOLE EXISTNC ASPHALT EXISTING FENCE EUMINA'YY ti0 GRAPHIC SCALE 25 fa ( IW PEET ) 1 men - 50 a 0 s a SEWER LINE PLAN and PROFILE - OFFSITE i Fe 0 0 e 0 0 n c. SHEET 77 OF 77