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29A SH 82 PUD BW (Part 2)10-05-15
CDCD N O 0 a a a a 0 0 N ^ QN 0 0 Z O Y C O � a w % O T L ,73 J Qoc 0 00 O a a a O H G F E D C B 6 7 8 9 10 50 0 N 50 100 SCALE IN FEET HORZ: 1= 50' VERT: 1"= 10' 6050 6040 6030 6020 6010 6000 5990 5980 5970 RIVER EDGE DRIVE pry I C 31+d0 B 32+00 ! 33+00 MICA LCOURT 527°54'46"E 34+d0 ,I !,r I gl of N 6:°L6+5L' °1"d16, � Tr zl N n a , U /71 B♦ I Ij CURVE DATA P.I. STA. = 30+65.98 DELTA = 34°08'00" LT DC = 71°37'11" T = 24.56' L = 47.66' R = 80.00' e = 3.69 PROP. T '% ..c - �.. �. _222 , .a\ 0 /' CATTLE• CREAK. . /.• .�. PROP, TRAIL CURVE DATA P.I. STA. = 35+52.19 DELTA = 90°05'05" LT DC = 71°37'11" T = 80.12' L = 125.78' R = 80.00' e = 33.22 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 NOTE: FOR STREET & TRAIL TYPE, SECTIONS, SEE (C04 SERIES) - 6050 6040 6030 6020 6010 6000 5990 5980 5970 OWNER/DEVELOPER: r� Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970,456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUS) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: T=RH SHEET TITLE: MICA COURT STREETS PLAN AND PROFILE SHEET NUMBER: CO2.12 2 3 4 5 6 7 8 9 10 V.G. = 110.00' a I K = E -0.33' 45,73 CL INTERSECTION (NAG 0 o S.D.D. = g o o no 507.17' 0 o- ,'np. + P.V.I. & -STA. 36+77.14 EL. 6010 . INTERSECTION (NA02 22 P.V.I. & a + n a ^ = STA. 25+24.93 . o (N 03)STA, 30+00,00 EL. 6010.27 STA. 50+52.33 (NLO2) -064% U P. iQ OJ N n O ii^ j° r iQFNO 177= PROP. GRADE '- a + ro r.: i — — — ____ ,_ _ M o- 6 EXIST. GROUND M(� N 6009.95 5990 .8 M r") u:! N m 0 O N CO b �� 10 CLO f rJ� N u]Y ' N N N 01 a[O to -vn f LT O S M 01 8 Ncr. �m'tg . g g 3 N3 °3 I-oi 0,two t0. oW COw g1g: Lr�i3 -1: N3 O g 71 N. 3 NN S rnS 4 a M Lo o, 3 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 NOTE: FOR STREET & TRAIL TYPE, SECTIONS, SEE (C04 SERIES) - 6050 6040 6030 6020 6010 6000 5990 5980 5970 OWNER/DEVELOPER: r� Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970,456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUS) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: T=RH SHEET TITLE: MICA COURT STREETS PLAN AND PROFILE SHEET NUMBER: CO2.12 2 3 4 5 6 7 8 9 10 c� N O N 0 N Cl a z a a a N M O N a � o N N zo Y �Y C.> a wmC- Q,s,sjCO z 0 0 L a a a - H F E D C B 2 4 5 6 7 8 10 PA-51DE pRNE • N • N �.�. ,` S N S. . v. N •\• P.T. 47+74.05 1 ♦A /1 17+00 /► 14+00 15+00 16+00 -� S41'24'28"W _I-- ' 0 N + 10 Pi M 69I. -< z 19, 00 r-, PROP. TRAIL 50 0 50 100 SCALE IN FEET HORZ: 1= 50' VERT: 1"= 10' 6040 6030 6020 6010 6000 5990 5980 5970 5960 -i, ww >o� o-wOI 1 • 1 li 1 , , , 1 W Y -J F W Q CURVE DATA P.I. STA. = 13+01.93 DELTA = 9'02'12" RT DC = 28'38'52" T = 15.80' L = 31.54' R = 200.00' e = 0.62 CURVE DATA P.I. STA. = 18+02.55 DELTA = 34'26'10" RT DC = 11'27'22" T = 154.99' L = 300.59' R = 500.13' e = 23.46 NOTE: FOR STREET & TRAIL TYPICAL SECTIONS, SEE (C04 SERIES). 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 6040 6030 6020 6010 6000 5990 5980 5970 5960 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970,456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PLAN AREA 5H82 PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: SHEET TITLE: RIVERSIDE LOOP DRIVE STREETS PLAN AND PROFILE (1 OF 4) SHEET NUMBER: CO2.13 2 4 6 8 9 10 V.C. = 50.00' K = 20.00 S.D.D. E = -0.16' = 290.83' a V:C. = 160.00' , V.C. = 100.00' K = E = S.B.B. 66.67 -0.19' 1 1 0 00 0 K = E = 40.00 0.80' ry N S.D.D. - 231.11' --493.-05' N O N O O N N O +co1 N 0 j d 1. _ J j W 0_ 10— . W d 10 , W -' + N r'i 0 co + N H- F Ol N . 61 c0 Q H M CD M N M cd M $ N M OJ H n N W 1 C -1.00% d J EL. P.V.C. C N iw rn H n rn rrS iI 350% 11. a11 >. aiW ���.. -� �� , ,0111,"0.50% PROP. GRADE \ //\ /�1�/\��\��/ PROP. Dom BRIDGE — DI -- — -- _. Q _ -1 DO% �Vs/\A� o. o _ __ ---- ,- N N 8 EXIST. GROUND 1. A INTERSECTION P.V.I. & Q. I TERSECTION STA. 10+00.10 (SL01)\\\III���JJJ EL. 6008.79 FILL AREAS BEHIND 0 - of ,n w 1 = STA. 37+27.96 (NLO1) ABUTMENTS Q. INTERSECTION STA. 17+74.11 EL. 5997.30 (SL01) > = STA. 48+62.93 (SL01) = STA 28+23.38 (NLD ETA. 15+32.57 EL. 5997.95 (SL01) = STA. 20+00.00 (SL04, N m m 01N 0 M b N V O m 6004.29 5989.2 a 10 CO m n. N , i m O M N m 10 d- A m 5998.04 5997.7 m I rl '0 N �� M Y O m a < Ip CO O 0, e ill cv. V < ON ill VN10 mrn 2 Irl 00 0 C15 D • 0 I m '0 ori 8 o�•0 b - b XI N NC p8 mp N Sm r m NN NN -rn .0 i, u7 CN OO O 010 ill a-, 0 rn Ici rn m mOO N 4N mN Ni oi N) r N 0 Ni 01 O CI, OO) NOO 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 6040 6030 6020 6010 6000 5990 5980 5970 5960 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970,456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PLAN AREA 5H82 PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: SHEET TITLE: RIVERSIDE LOOP DRIVE STREETS PLAN AND PROFILE (1 OF 4) SHEET NUMBER: CO2.13 2 4 6 8 9 10 3 C 0 N a w a N 0 0 N a N N N zo a w a wwmC 2 Z 0 L a a a G F E D C B 7 8 9 10 50 0 50 100 SCALE IN FEET HORZ: 1'= 50' VERT: 1"= 10' 6040 6030 6020 6010 6000 5990 5980 5970 5960 /1 // // // // + :0 i0 - 10 4- 4- N 555.44=5 • • • • —244. PROP. TRAIL CURVE DATA P.I. STA. = 27+38.18 DELTA =150°29'47" LT DC. = 31°07'36" T = 699.07' L = 483.50' R = 184.07' e = 538.82 ♦ A CURVE DATA P.I. STA. = 27+14.32 DELTA = 14'43'43" RT DC = 9'23'54" T = 78.79' L = 156.72' R = 609.64' e = 5.07 NOTE: _.. STREET & TRAIL TYPICAL Lc -IONS, SEE (C04 SERIES). 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 6040 6030 6020 6010 6000 5990 5980 5970 5960 OWNER/DEVELOPER: r�RR� Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970,456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: SH82 o�F -PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUS) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BS: cTEFO SHEET TITLE: RIVERSIDE LOOP DRIVE STREETS PLAN AND PROFILE (2 OF 4) SHEET NUMBER: CO2.14 2 3 8 9 10 = I I I V.C. 100.00' 4 K = E = 33.33 0.38' S.O.D. = 0 o oo w+ 280.00' g d o I PROP. GRADE I IL nm �L N a Q � N M cnHm 1 a 2.00% Cl i'-') .n -I -1.007 n ii i� I1 l I N, N? In N co CL STA. EL INTERSECTION 22+0688 5994.68 `L01) I a N n rn N '� II `,748 N N m N a N W m til = STA. 34+42_,2 /SLOG) v N t0 rn I _ I 0 w a N - �!) o, in ,u) u .i - a ,(1 N a 0 LIB I I a Y) d) rn d') a N if) W. N N 01 0) m NN N 5995.04 5990.9 a dl N 5994.04 5991.8 N at N a N - a rn i) , I -. I, '.I ii ; a A r O o 10 I�b a 0 , - :',b a N ,f' N 0 :',�b a N ') 0 N rt -�b a W 0 a m a oft n d- c0 Nt0 a ofl CO a N-, U) .- cn Ng f 0) N o, N M _- 0) U Y7 N L8 t6 N Nt0 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 6040 6030 6020 6010 6000 5990 5980 5970 5960 OWNER/DEVELOPER: r�RR� Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970,456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: SH82 o�F -PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUS) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BS: cTEFO SHEET TITLE: RIVERSIDE LOOP DRIVE STREETS PLAN AND PROFILE (2 OF 4) SHEET NUMBER: CO2.14 2 3 8 9 10 H G F E D C B 2 4 5 7 8 9 IO 50 NOTE: FOR STREET & TRAIL TYPICAL SECTIONS, SEE (004 SERIES). 0 50 SCALE IN FEET HORZ: 1= 50' VERT: 1"= 10' 6050 6040 6030 6020 6010 6000 5990 5980 5970 h0 , , 15') 39 50 — SjPNSf�6/Ej� — L�ALPINE BLUFF =STREET N CURVE DATA P.I. STA. = 34+67.36 DELTA = 79'29'31" LT DC = 24'00'34" T = 198.44' L = 331.09' R = 238.64' e = 71.73 CURVE DATA P.I. STA. = 38+32.73 DELTA = 75'57'52" LT DC = 30'58'14" T = 144.45' L = 245.28' R = 185.00' e = 49.71 11 �2. x C/ N PROP. TRAIL N 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 6050 6040 6030 6020 6010 6000 5990 5980 5970 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUS) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: OT-RO SHEET TITLE: RIVERSIDE LOOP DRIVE STREETS PLAN AND PROFILE (3 OF 4) SHEET NUMBER: CO2.15 2 6 8 9 10 V.C. = 100.00' V.C. = 100.00' d K = E = S.D.D. R 00.00 -0.12' 714.58' o. K = E = S,D.D. 81.97 -0.15' 0 594.75' V.C. = 100.00' O - O EXIST Q o GROUND 1 - o + -0.72% a K = 200.00 D o S.D.D. = - 1379.15' o r+ + Q + NO mo ap+ . '.(51-, coE_ E.: _ _ 1 O n o O a :n m 0 Q N \ U j b O M • 1T 12: 0 L> Q ''U ,- PROP. TRADE n O0 O _J n o / O / / 0.50% L_ _ __ _ an `° `° � i yJ 2.00%o - ° ` 1-50% _ — o o 1 l --_' o CE INTERSECTION STA. 33+90.03 (SLO1 EL.. 6016 24. n d N 'i' CL INTERSECTION STA. 39+34.19 EL. 6015.49 (SL01 ) I O "' Q o CD = STA. 20+00.00 (SLO3) - , > 12 m ' 0 = STA. 50+ 0.00 (SL02) o N + -. a o w 0 M N >_; 0.: . a 'l CD a r co Y <n 0 ry in a 0 r, 0 n a rt1. 07 Y O - - 100 CDD 6015.29 6x12.1 6015.92 6016.29 6025.2 6016.54 6030.3 0 r a at m a0 O w N -� M 6016. 2 6020.8 to a M tp m E -) 100 coo o 10 co 100 CD a W b.- O M Y1 ND Y1 p .- pp 10 coo t0 OI !'1 O O 0 O b cOo pp� r0 O • N D7 p Op^ to c00 M) OJ 0 to Hj D7 O 100 _2 CO n r n n N m c ID0100 CO CO0CO 100 COo 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 6050 6040 6030 6020 6010 6000 5990 5980 5970 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUS) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: OT-RO SHEET TITLE: RIVERSIDE LOOP DRIVE STREETS PLAN AND PROFILE (3 OF 4) SHEET NUMBER: CO2.15 2 6 8 9 10 H G F E D C B 2 3 4 5 7 8 9 10 50 0 CURVE DATA P.I. STA. = 42+38.34 DELTA = 39'03'21" LT DC = 14'50'23" T = 136.94' L = 263.18' R = 386.10' e = 23.56 CURVE DATA P.I. STA. = 46+85.62 DELTA = 39'00'47" RT DC = 21'09'56" T = 95.90' L = 184.32' R = 270.70' e = 16.48 A 47+00 ------------------------- o /T n Ih O / / �Q 1 KT II I W, ¢. O;/ / // 1/ n // / /14aQ /// I /; ^ i / // Q 0 / /, 11 ///1► �r. I I 50 100 SCALE IN FEET HORZ: 1'= 50' VERT: 1"= 10' 6040 6030 6020 6010 6000 5990 5980 5970 5960 ' -i - -\ -- - / ___ — -OFtE _--,,7 ;_ NOTE: FUR STREET & TRAIL TYPILL SECTIONS, SEE (C04 SE- E`!. 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 6040 6030 6020 6010 6000 5990 5980 5970 5960 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: lyvoloK, 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED 135: OTERO SHEET TITLE: RIVERSIDE LOOP DRIVE STREETS PLAN AND PROFILE (4 OF 4) SHEET NUMBER: CO2.16 2 10 V.C. = 100.00' 100.00' - 4 K = 58.57 439.21' D 8 1E o CD =T0.21' S.D.D. = V.C. = I + 0 I 0 + ,n 0 K = E = 89.78 0.14' N d 1 > - O 57D7D. - p 403.30' O > -0.72% a w �: . w O + I- '''' Li a + o I 0 F n m > ,_ .5 1Q--'79718--°-78 0 i �� t P.V.I CTA. EL. & CL INTERSECTION 17+74.11 (3L01) 5997.30 o_.—�--- + -2 43 i / _ \ _ = SIA. 48+62.93 (SL01) I OD ,� o, -.t O O l0 r, 0, N UO O O l0 PROP. —_ r :. : - GRADE -1� 1 cLw co . N V Y O ,D r� ,. ,r) O �_) O 10 a _ - - N O _ O ,0 - -;- , INTERSECTION STA. 45+85.33 EL. 6001 67 3 M N _N - O ,0 (SLO1) = STA. 10+00.00 (SA01) EXIST. GROUND N V N O, 03 K) n O - O t0 " I 00 t0 O O t0 _- - -� �, N Y + O O l0 V M) - O -:: t0 N N O �: ' O Of O, ,O .0 a : in a0 n O co = O) 3, ,r) n N up 0) ,O v - : in O 0 5) of M n) O O O t0 0 N 0 N O b - c`:. l: o - O 5+ .0 m O �n O c� in 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 6040 6030 6020 6010 6000 5990 5980 5970 5960 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: lyvoloK, 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED 135: OTERO SHEET TITLE: RIVERSIDE LOOP DRIVE STREETS PLAN AND PROFILE (4 OF 4) SHEET NUMBER: CO2.16 2 10 H G F E D C B 2 3 4 5 9 10 50 0 50 100 SCALE IN FEET HORZ: 1'= 50' VERT: 1"= 10' 6060 6050 6040 6030 6020 6010 6000 5990 5980 CURVE DATA P.I. STA. = 52+90.58 DELTA =116121'35" RT DC = 42'26'29" T = 217.56' L = 274.17' R = 135.00' e = 121.04 N I175C E ol0P��R pRIVE NOTE: FOR STREET & TRAIL TYPICAL SECTIONS, SEE (C04 SERIES). 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 6060 6050 6040 6030 6020 6010 6000 5990 5980 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com con 15,11 inn KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: SHEET TITLE: ALPINE BLUFF STREET STREETS PLAN AND PROFILE (1 OF 2) SHEET NUMBER: CO2.17 2 6 8 9 10 V.C. = 100.00' - V.C. = 100.00' K E = = 400.00 0.03' K = " E = 17.65 -0.11' 831.85'0 0 5. D. D. - 0 o 1 506.23' o I S.D.D. = p o T.-, o o n ,o N PROP. GRADELi EL 6026.86 '.V.I. STA. 5 EL. 6027.39 V.T. STA. 5 o ,:c1 o cn N 7� s . dw 1-1P IH > Li_ m 1.05% c 90 `ti _ — CL _ EL INTERSECTIO STA. 51+43.48 8017.22 o + EXIST. GROUND CO ,r) N 0 �o 7 J (SL02) P.V.I. & CL INTERSECTION STA. 50+00.00 (SL02) EL 6015 49 ,11- a No n O7- N N 0 ( - O -- r, to ,0 N N 0 ,o Cl') , 0 ao 0, • N 0 l io = STA. 19+14.66 (SA01) _ = STA. 39+34.19 (SLO1) N _ > Lw ,o r` a N 0 �o o, __ N O ' 0 N + N N - 0 0 .-, �o s uJ 01 a O a # o 01 a A 6019.119 6020.9 a N d- m- N — O 0 ,o m N 0 CO cG '�. — 0 � N c 0 co n na N 0 OD 1' 00 � a N : N -4 0 -- ,,o �, h..) a 6026.86 6017.7 6027.42 6013.7 a q 0 N 0 m rn CO CO xi CO C— N 0 0 ,o ri 0 o N 0 ID r. 000 10 < N 000 n r N 0 m, CO 0 ,o 4O N m xi N 1S 0 N O ,o 4 N 0 o 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 6060 6050 6040 6030 6020 6010 6000 5990 5980 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com con 15,11 inn KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: SHEET TITLE: ALPINE BLUFF STREET STREETS PLAN AND PROFILE (1 OF 2) SHEET NUMBER: CO2.17 2 6 8 9 10 H G F E D C B 2 3 4 5 7 8 9 10 Z� 50 0 50 100 SCALE IN FEET HORZ: 1'= 50' VERT: 1"= 10' NOTE: FOR STREET & TRAIL TYPICAL SECTIONS, SEE (C04 SERIES). W z I- TI I I I I I I I I I I IT - 61+00' j_,82 +00 62+00 I S9'35 09"' E I - i A 63+00 —1 - 64+0/ ALPINE BLUFF SikEET ----------------------- J ,\ 0• 1 w, z k5 r PROP. TRAIL 6060 6060 6050 6040 6030 6020 6010 6000 5990 5980 60+00 61+00 62+00 63+00 64+00 65+00 6050 6040 6030 6020 6010 6000 5990 5980 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Phone No: Carbondale, CO 81623 970,456.5325 CIVIL ENGINEER/PLANNER: Ivm�olftr 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: OT -R0 SHEET TITLE: ALPINE BLUFF STREET STREETS PLAN AND PROFILE (2 OF 2) SHEET NUMBER: CO2.18 2 3 6 9 10 V.C. = 100.00' a K = 48.83 -0.26' 374.51' 0 a E = S.D.D. = a _ o + 00 0 + "6 P.V.I. STA N EL. 6031.06 & INTERSECTION 64+543& (SL02) — PROP. GRADE Q° N > b 6' o w CO M + _It 0 'r'N M• a 1Q > ,,,-1 a o = SIA. ,-1 31+41.20 -0.75 `0 (SLO3) I \ / gEXIST. m co <6 m o N GROUND v 1 N 2 w I N01 r' e 0 t0 `, - 01 o M O t0 r 0 c 0 O • M O t0 O to M M M O 110 of 11 0 M te +a r... -. .-, 0 in tO O O c 0-, O h �: c N N Q f W 0 N 4..v' N OD NN O O S 10 a o 01 0 (0 0 N O 0.- o 0e . M N O t0 O c0 ot N a O t0 t0 M 0 t0 60+00 61+00 62+00 63+00 64+00 65+00 6050 6040 6030 6020 6010 6000 5990 5980 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Phone No: Carbondale, CO 81623 970,456.5325 CIVIL ENGINEER/PLANNER: Ivm�olftr 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: OT -R0 SHEET TITLE: ALPINE BLUFF STREET STREETS PLAN AND PROFILE (2 OF 2) SHEET NUMBER: CO2.18 2 3 6 9 10 H F E D C B 2 3 4 5 7 8 9 10 50 0 50 100 SCALE IN FEET HORZ: 1 50' VERT: 1"= 10' 6060 6050 6040 6030 6020 6010 6000 5990 5980 II --� L -- I _- r CURVE DATA P.I. STA. = 29+64.61 DELTA = 62'42'10" LT DC = 31'49'52" T = 109.66' L = 196.99' R = 1 80.00' e = 30.77 26+00}� __- Pl 27+00 ♦ A I I } 28+00_ k i -_._ ,1 �I A I it I, // 1 // - // z'1 // \'. S0 CURVE DATA P.I. STA. = 22+06.70 DELTA = 43'35'13" LT DC = 23'52'24" T = 95.96' L = 182.58' R = 240.00' e = 18.47 J- - CURVE DATA P.I. STA. = 25+93.82 DELTA = 12'59'14" RT DC = 7'09'43" T = 91 06' L = 181.34' R = 800.00' e = 5.17 HERON COURT NOTE: FOR STREET & TRAIL TYPICAL SECTIONS: SEE (C04 SERIES). 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 6060 6050 6040 6030 6020 6010 6000 5990 5980 OWNER/DEVELOPER: rRRRR� Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com Lott ItmIIa, KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: OT=E�: SHEET TITLE: HIGH CREEK ROAD STREETS PLAN AND PROFILE (1 OF 2) SHEET NUMBER: CO2.19 2 4 8 9 10 V.C. = 100.00' a K = E=-0.15' 85.25 0 1 % O ++ to S.D.D. - 616.57' o 0 I NU, Q 9� N coQ O Q w _ N: no H a__i 4 O O EXIST GROUND U ? a / 0.95% P.V.I STA. EL. & CL INTERSECTION 20+00.00 (SL03) 601.6_24 PROP. GRADE _ ° CL INTERSECTION 28+97.07 T03 (SL03) = STA. 33+89.93 (SL01) 2.12% 8= = STA. 15+34.53 (5402) ----- t/ __-.-STA. - — r. a 100 , r –N X1100 tINTERSECTION 26+26.77 FL 6029 48 (SL03) oo 4,4 _ o o i --- — — = STA. 10+..0.00 (.SA02) 9- 7 I NN 10 N a. w r. to co N 100 00 "� V I O M i� 100 1 I co 0 601624 6015. 0 05 cn tO M pp 10 NJ N K- CO �f N 6021.54 6018.6 O 10. N N 100 0 NM �i100 r) t0 N 100 -C' O) �� N – N 100 C' N 01 — — W GAO)• N 100 �� m CCG t0 en 0 M ,4 N O O) CO N M ,r1 cII AO CoN N p Mp 00 t0 N '-0 b X00 00) O 0) -- — 100 0 N 100 t0 0— M -- 100 100 O— M N 100 (00 05p 1D MN N c00 p Mp t0 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 6060 6050 6040 6030 6020 6010 6000 5990 5980 OWNER/DEVELOPER: rRRRR� Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com Lott ItmIIa, KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: OT=E�: SHEET TITLE: HIGH CREEK ROAD STREETS PLAN AND PROFILE (1 OF 2) SHEET NUMBER: CO2.19 2 4 8 9 10 H G F E D C B 2 3 4 5 6 9 10 50 0 50 100 SCALE IN FEET HORZ: 1'= 50' VERT: 1"= 10' NOTE: FOR STREET & TRAIL TYPICAL SECTIONS, SEE (004 SERIES). CURVE DATA P.I. STA. = 29+64.61 DELTA = 62'42'10" LT DC = 31'49'52" T = 109.66' L = 196.99' R = 180.00' e = 30.77 6060 6050 6040 6030 6020 6010 6000 5990 5980 30,00a ♦ A Zv R� p eEk N80124'51: I im. LJ_E U) PROP. TRAIL A \ TR�a (OPEN 4lCT CD ANON 4REq 4/5?? F 30+00 31+00 32+00 O 6060 6050 6040 6030 6020 6010 6000 5990 5980 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: OT=R�: SHEET TITLE: HIGH CREEK ROAD STREETS PLAN AND PROFILE (2 OF 2) SHEET NUMBER: CO2.20 2 3 4 5 6 7 8 9 10 V.C. = 100.00' 4 K = N 39.29 lE = S.D.D. = =0.32' 311.08' o0 0 to 1+ m INto CN + 0 to Q l',7; CJ NW M `Hc-' O C N n H 0 N ti N O >. a / _j . U I _J > W/ a .. _j U -1.60% . _ . PROP._ GRADE_ \ I` 8 0o + o d• 1 Inn EXIST. GROUND N P.V.I. & STA. 3 c' FngLh6 CL INTERSECTION +41.20 (SL — 3) > LL m = STA. a ' 64+54.78 (SL02) 1 1 in :o 0i 9 6033.00 6033.7 6032.52 6028.0 6031.72 NN Xi n C)) O 8 O 30+00 31+00 32+00 O 6060 6050 6040 6030 6020 6010 6000 5990 5980 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: OT=R�: SHEET TITLE: HIGH CREEK ROAD STREETS PLAN AND PROFILE (2 OF 2) SHEET NUMBER: CO2.20 2 3 4 5 6 7 8 9 10 H G F E D C B 4 5 7 10 50 0 50 100 SCALE IN FEET HORZ: 1"= 50' VERT: 1"= 10' 6040 6030 6020 6010 6000 5990 5980 5970 5960 4-4:47c"llve S 9 23+00 ♦ A 24+00 25+00 4 26+00 / / N N Ai CURVE DATA P.I. STA. = 22+23.49 DELTA = 36'22'13" LT DC = 31'49'52" T = 59.13' L = 114.26' R = 180.00' e = 9.46 ROOkERY STREET —171 / PROP. TRAIL _i00/ fr 10i CURVE DATA P.I. STA. = 27+42.35 DELTA = 71'38'28" LT DC = 31'49'52" T = 129.92' L = 225.07' R = 180.00' e = 41.99 NOTE: FOR STREET & TRAIL TYPICAL SECTIONS, SEE (CO4 SERIES). 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 6040 6030 6020 6010 6000 5990 5980 5970 5960 OWNER/DEVELOPER: rRRRR� Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: T=R SHEET TITLE: ROOKERY STREET STREETS PLAN AND PROFILE (1 OF 2) SHEET NUMBER: CO2.21 2 3 8 9 10 V.C. = 100.00' 150.00' a K = 200.00 E = p 0.06' V.C. = 00 S.D.D. - 0 oo + 806:ee' o F ` V.C. = 100.00' K = E = S.D.D. - 0. 45.47 0.62' 288.84' K = 80.00 O E = S.D.D. = -0.16 581.66' O O O ' P.V.I. & STA. 2C+00.00 EL. 59£7.95 CE INTERSECTION (SL04) N I- v-, c5 o 0) cao, J N ¢ cn _ (l> N F rn cn CD '6 so, o + <* o + Lc, N Q ,`„' w - ori N C N Nrn LA oN + of iJi rri + r. = STA. 15+32.57 (SL01) 'n J n '� O N r- . N 00, ,_:1 - N ~ N n N. ~ ~n a a iw — rEXIST. GROUND -1.50% N —1_.00%- \ - -."-------77---. Un 0 —+ w Nn �. -,� a ' N ,! f` — — [EXIST 1.05%__I g PROP. GRADE IN N N N N6 a a st 4 O) N gy , 0) O) M) p) 0) ,n �, C 1, N o mow. o 0, 1 sr 0) 00 0 O) .n N rn � ��rtf ,r) a 1 M) 0) •.., .n �� N O) N O) .n 0J N rn m vi 5997.95 5995.¢ O P} d- d) Y '^ ON O. N O — — N x 01p) 0) N o -F „ r, of N•— c0 N O) „ N ; N M — O) ,n OD - „ - 0 N N O O 0) o) C) 00 .n n sr .-rn O) a0 O) .n i , N 0) O O rn a0 CD O) T .n �n 0 O W 00 OI 0, N m rn in 5989.52 5991.1 5990.05 5990.4 N 0 O W O O T w 0) O) OI in In In N MID O+ 4) 01 rn v) in O) 01 in l() w a, in 0) W m ) ', 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 6040 6030 6020 6010 6000 5990 5980 5970 5960 OWNER/DEVELOPER: rRRRR� Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: T=R SHEET TITLE: ROOKERY STREET STREETS PLAN AND PROFILE (1 OF 2) SHEET NUMBER: CO2.21 2 3 8 9 10 0 O 0 0 N z a a a 0 cn N 2 a 0 0 /ro CL N w o CL 4 8 c. a A wC ro wwm`J Qo�(n z 0 0 0 L a a a H G F E D C B 2 7 8 9 10 50 0 50 100 SCALE IN FEET HORZ: 1'= 50' VERT: 1"= 10' NOTE: FOR STREET & TRAIL TYPICAL SECTIONS, SEE (004 SERIES). 6040 6030 6020 6010 6000 5990 5980 5970 5960 MATCHLINE STA. 29+50 --- - - y1 it I I I I 11 11 I 11 I / PROP. TRAIL .` N N CURVE DATA ROOKERY STREET ♦ A N P.I. STA. = 31+60.94 N DELTA = 89'34'37" LT DC = 31'49'52" N T = 178.68' NL = 281.41' N ;.. R = 180.00' ' N e = 73.62 .. , , N N 5N S PROP. GRADE 1.05% 0 0 0 M d CL > 0 0 V.C. = 100.00' K = 84.41 E = —0.07' D-0. — 1275.57' O P.V.I. & CL INTERSECTION STA. 34+42.92 (SL 4) EL. 5994.68 = STA. 22+06.88 (SL01 0.51% ro O b cn 0, c, 0, II N 1- 0 0 .0 C, EXIST. GROUND 30+00 31+00 32+00 33+00 34+00 35+00 6040 6030 6020 6010 6000 5990 5980 5970 5960 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com Lon Inev. I no KEY MAP: iiii!!!!!!!1:1011!!!!!!!!! OAF PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: OT=E�1 SHEET TITLE: ROOKERY STREET STREETS PLAN AND PROFILE (2 OF 2) SHEET NUMBER: CO2.22 2 10 H G F E D C B 4 5 7 8 9 10 50 0 50 100 SCALE IN FEET HORZ: 1'= 50' VERT: 1"= 10' 6050 6040 6030 6020 6010 6000 5990 5980 5970 \ \ 11111 �15+00 �16+00 ! 17+00 \'y 4+o0 1 1 _ 565'46'40 Ems_ "��-- - ��� --- -----7---_-_,-' �� \ - ---777-- 00r•NVIPtOQ _C- -ROU • \ 6 / co /m CO O -. 1 �/: A J, -..:.--.-.-.. _ _-I- I; ,,1R 1 1 , 11 C� ,‘,,,,,,i; � CURVE DATA P.I. STA. = 11+40.00 DELTA = 90'00'00" RT DC = 63'39'43" T = 90.00' L = 141.37' R = 90.00' e = 37.28 CURVE DATA P.I. STA. = 14+20.51 DELTA = 13'53'28" RT DC = 6'21'58- T = 109.64' L = 218.20' R = 900.00' e = 6.65 CURVE DATA P.I. STA. = 17+55.57 DELTA = 59'46'11" RT DC = 32'44'26" T = 100.57' L = 182.56' R = 175.00' e = 26.84 NOTE: FOR STREET & TRAIL TYPICAL SECTIONS, SEE (C04 SERIES). 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 6050 6040 6030 6020 6010 6000 5990 5980 5970 OWNER/DEVELOPER: rRRRR� Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PLAN AREA 51182 PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: OTEE'1 SHEET TITLE: ORE COURT STREETS PLAN AND PROFILE SHEET NUMBER: CO2.23 2 4 8 9 10 a 0d tO(N + `o V.C. = 100.00' V.C. = 100.00' K = E = S.D.D - 54.31 -0.23' 410.91 ° + r to 7 b t0 - K = E= 48.72 0.26' S0.D. - 1000.08' _ cn� u > bw to � o t0 J• �° > Lu OO + N V F + H 2-1-11111-10 Eft J ? w a O + In to 0 • + � J > w a 0 0 TE -EKERN 1J I) >_1m EL . w w 0.96% P I , S PROP. GRADE 807 1.• P.V.I. SSR: & c, INTERSECTION 714+-9-476-6-ESA01)- 6018.22 4;,+ L. '. - - 0 f v N O - O N N 0 0 / / o + - EL = STA. 51+43.48 (SL02) ��� J r; o _ _ EXIST. GROUND o `O 01 N N 0 10 > O co _, N 10 > O 0 b N N 0) L, N O7- N O 0 N ro of 0 in , -- + , O ,J 0 0 N t 10 xi O 0 to N aI CU a 'COt0 0 00 r'} •01 v) L) •r V m 1.-Jfl to �T n7 ULuIO d) c� en 0) 0L)D f N r cD 6017.60 6026.8 a0 O a0 O ID O) O 4 O 0 O O L0 o 0 O r o 0 COtO M' 0 t0 in N N_ 0 0 10 4 N 0 f; d- N 0 0 10 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 6050 6040 6030 6020 6010 6000 5990 5980 5970 OWNER/DEVELOPER: rRRRR� Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PLAN AREA 51182 PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: OTEE'1 SHEET TITLE: ORE COURT STREETS PLAN AND PROFILE SHEET NUMBER: CO2.23 2 4 8 9 10 3 triO N 0 a a a N 0 N a �CD N 0 / d zo a � � Q O W 0 co Qo�o Z 0 aaa co 0 N H G F E D C B 2 4 5 7 8 9 10 50 0 50 100 SCALE IN FEET HORZ: 1'= 50' VERT: 1"= 10' NOTE: FOR STREET & TRAIL TYPICAL SECTIONS, SEE (004 SERIES). 6070 6060 6050 6040 6030 6020 6010 6000 5990 CURVE DATA P.I. STA. = N.A. DELTA = 193°18'38" LT DC = 41°30'56" T = N.A. L = 465.63' R = 138.01' e = N.A. 10+00 11+00 12+00 13+00 14+00 15+00 16+00 6070 6060 6050 6040 6030 6020 6010 6000 5990 OWNER/DEVELOPER: rRRRR� Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970,456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: OTCF�� SHEET TITLE: HERON COURT STREETS PLAN AND PROFILE SHEET NUMBER: CO2.24 2 7 8 9 10 CL INTERSECTION FOCTUU P.V.I. &q INTERSECTION STA. 15+34.53.(SA02) - - P.V.I. & (NAOL) _. EXIST. GROUND X0.54% EL. 6032.35 = STA. 28+97.07 (SL03) J A. IT EL. 6029.48 = STA 26+26.77 (SLOT) / / / PROP. GRADE -- _ _ _, i - N O • O 0 0 T' - N. 00 :n'It0 of N O M '� n IN c O• M O to m _ O •-: - �� M -- O - .� to v tom M ,.O M C O to e. N • O+ 0 IDn O oOt — ( o OD V N e -gin , - - > - + "- 0. N n) O M O- 10 DI O 01 to x- 4 M N O 0 to :0 •• MN 0 40 M 0 N M 0 10 10+00 11+00 12+00 13+00 14+00 15+00 16+00 6070 6060 6050 6040 6030 6020 6010 6000 5990 OWNER/DEVELOPER: rRRRR� Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970,456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: OTCF�� SHEET TITLE: HERON COURT STREETS PLAN AND PROFILE SHEET NUMBER: CO2.24 2 7 8 9 10 CD F- 0 0 m Q 0 z 0 0 C z a a w 0 N a D N a CCD Z_ a 0 � v w 0 m N Q o C j o zo 0 0 0 L a a a 0 co o _ a I MORAINE _COURT- \ A \ I GD——GD-�-_;_ GD— —GD--GD--GD—,- �-EGD • • \\ \ 1 1 R=82' I \ 'F • \ ROUNDABOUT DESIGN CONSIDERATIONS CRITERIA ENTRY ROUNDABOUT NEIGHBORHOOD ROUNDABOUT DESIGN CAPACITY (ADT) 20,000 3,000 DESIGN SPEED 25 20 PEAK HOUR CAPACITY 1,500 N/A DIAMETER 124 46 CIRCULATING LANE WIDTH 14 12 TRUCK APRON WIDTH 10 N/A APPROACH LANE WIDTH 12 12 SURFACE ASPHALT ASPHALT • 14' CIRCULATING LANE / / / / / 15' 10.1 TAPER 10 65' TAPER __ - - - - - - -___-_-- PEDESTRIAN - ------------- ---__--- - --- RIVER EDGE DRIVE REFUGE (TYP.)- N 18 MOUNTABLE CURB 10' TRUCK APRON R=1' TYP. vv vv• vvR=6' TOP \ \ \ \":«::, a, • \ o'Q \\ \\ PLAN 2 • • VI 20 0 20 SCALE IN FEET 2/\ NOTES: 1 SIGNING AND STRIPING PER MUTCD. rliVer COLORADO Carbondale Investments, LLC 7999 H1NY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com topawnwnlonn KEY MAP: PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL 1/14/11 REZONING (POD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL iSSUE DATE DESCRIPTION PROJ CT NUMBER: 10-001 PROJECT MANAGER' S. OTERO DRAWN BY: C. LOWRY CHECKED BY: SHEET TITLE: ROUNDABOUT LAYOUT SHEET NUMBER 2 3 4 7 8 9 10 H G F E D C B 2 3 4 5 6 7 8 9 10 5.00' EASEMENT 56.00ROW 5.00' EASEMENT 0 0 0 0 0 5.00' SIDEWALK 5.00' 8.00' 10.00' 0.00' 8.00' 5.00' 5.00' SIDEWALK 2% 2.. 111111111111111111111111111111111111111 DRY UTILITY TRENCH TYP. 1 .50' ALTERNATE LOCATION WHEN ROAD CAN NOT ACCOMMODATE GAS BURY DEPTH TO BE DETERMINED BY GAS COMPANY TYP. ,ry•T�,_. _',E GAS 2% 2% 1.50' CURB & GUTTER TYP. 2% I I ISI I I�I I I1 T 11 I�I I ISI I 59 W a SANITARY GAS.I SEWER 5.00' MIN. 10.00' MIN. w a STORM ic SEWER 10.00' MIN. POTABLE aWATER EL -1U 'H TYPICAL SECTION A -A (LOCAL STREET) an11nnmm11lmm11lmm11lnn1 0 0 0 0 0 oz a - RAW WATER NOTE: FOR SEGMENTS CROSSING HAZARD ZONE 1, FOUNDATION SOIL WILL BE MITIGATED PER HAZARD MITIGATION PLAN. NOT USED Tr PI(_A.L - - ,HIGHWAY 11211 EL 0,51 EA S.E. 6:E IIT lei "'i1� 1 �� 11 111 rel lona mlm��1111�L1L 1 I `r�-1 TL� F1= bdE1(':AII ABLE (ENTRY STREET) 6 I11T T1Ti 1111--T1'nl ni�T -_III 11 11011818111 111111111111111111111 r._. ";111 tt -1f. S L-11 dll � iTt=.11_ 12.00' LT. LANE NOT USED VARIES PROP_ MEDIAN _ - -.-441%I71E171:110 - -.-441% r 5.00' EASEMENT 24.00' - ROW 5.00' EASEMENT 12.00' y 12.00' 5.00' EASEMENT 0 0 0 5.00' MIN. w 1 SANITARY EWER WATER a - POTABLE 10.00' MIN. TYPICAL SECTION B -B (ALLEY STREET) 8.00' EASEMENT 4.00' TRAIL TYPICAL SECTION E -E (FOOT TRAIL) NOTE: FOR SEGMENTS CROSSING HAZARD ZONE 1, FOUNDATION SOIL WILL BE MITIGATED PER HAZARD MITIGATION PLAN. 36.00' ROW TYPICAL SECTION F -F (RFTA TRAIL) 12.00' 12.00' RAISED MEDIAN 12.00' 5.00' EASEMENT._ L SANITARY s SEWER S.! 5.00' MIN. 10.00' MIN. TYPICAL SECTION H -H (CHEST _ F31 POTABLE WATER ROAD DESIGN TABLE CRITERIA ENTRY ROAD LOCAL ALLEY / COURT GARDEN HOME ACCESS EMERGENCY VEHICLE ACCESS (EVA) DESIGN CAPACITY (ADT) 5.055 5,000 <50G <500 N/A DESIGN SPEED (MPH) 25 25 N/A N/A N/A POSTED SPEED (MPH) 25 25 N/A N/A N/A PAVEMENT WIDTH (FT) (LANES) 24 (2)' 36 (2)' 24 (2)' 20 (2/ 20 MIN. HORIZONTAL RADIUS (FT) 185 80 50 50 N/A DESIGN VEHICLE WB -50 WB -40 N/A N/A N/A CURB RETURN RADII (FT) 30' 20' N/A N/A N/A MAX. GRADE (%) 8 8 8 8 8 CROSS SLOPE (%) 2 2 2 N/A N/A SURFACE ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT ' TWO 12' TRAVEL LANES PLUS RAISED MEDIAN (VARYING WIDTH) AND NO ON -STREET PARKING. 2 TWO 10' TRAVEL LANES AND ON -STREET PARKING ON BOTH SIDES OF THE STREET. ' TWO 10' TRAVEL LANES AND 2' SHOULDERS. ° TWO 10' TRAVEL LANES. OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com lvvIpwnlovr PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUS) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: SHEET TITLE: STREET & TRAIL TYPICAL SECTIONS SHEET NUMBER: C04.01 2 3 4 5 6 7 8 9 10 H F E D C B 2 3 4 5 7 S 9 10 14" 16" 2-#3 REBAR (BOTH SIDES) 30" 1 N 4Y2 132" 18" TYPICAL CURB AND GUTTER DETAILS W BY DESIGN Y2" EXP JOIN' 6" TYP. 3' SECTION B -B 3' SIDEWALK 8 VARIES Kms -- 8' SIDEWALK 1" X 3/y" STEEL SUPPORT BARS WELDED TO BOTTOM OF 3/8" STEEL FLOOR PLATE. (1" DIMENSION TO BE VERTICAL) 8" (VARIES IF FLOW FROM GUTTER) SUBRADE COMPACTED TO MIN 95% ASTM D-698 = 2% OR 90% ASTM D-1557 = 2% SECTION C -C N EXTEND CHASE REBAR 18' INTO CUT-OFF WALL AS SHOWN SUPPORT BARS B PLAN VIEW 6" -EXTEND UPPER BAR 18" INTO CURB HEAD. EXTEND LOWER BARS 18" INTO GUTTER SECTION. A RADIUS `FACE OF CURB OUTLET TREATMENT SUBJECT TO DETAIL DESIGN. BY DESIGN 2% 1% N 4'-6" (TYP) 7" TYP EXPANSION JOINT MATERIAL REQUIRED. IF CONCRETE DRIVE IS USE BEHIND CURB CUT. CROSS SECTION CURB CUT WIDTH FRONT VIEW TYPICAL DRIVEWAY CUT DETAIL 8" VERT. C&G NON -SLIP RAISED - PATTERN i/8" STEEL SECTION A -A FLOW FROM GUTTER NON -SLIP RAISED PATTERN 3/g" STEEL SLOPE 2% VARIES VERT. C&G 6 T CUT-OFF WALL MAY BE DELETED IF UPSTREAM OR DOWN -STREAM AREA IS HARD SURFACED CUT-OFF WALL CAST AGAINST UNDISTURBED EARTH. TYPICAL CURB OPENING WITH DRAINAGE CHASE 6 SECTION A -A FLOW TO GUTTER MATCH FINISHED GRADE FINISH GRADE SLOPE APRON 2% MIN 6 520—C-2500 CONCRETE LEVEL E PER PLAN NOTE: MAINTAIN FLOW TO UNDERGROUND PIPES 3 1/2" MIN (TMP) 4" (TMP) 4" VARIES CURB RADIUS -�I TO CROWN OF STREET OR 20', WHICHEVER IS LESS PLAN VIEW W SAW CUT OR COLD JOINT (TYP) F- N rHBP ABC NOTES LA U SECTION A -A CONCRETE 1. W - WIDTH SALL BE 6' FOR LOCAL, 8' FOR COLLECTORS, AND 10' FOR ARTERIAL ROADS. 2. T - SQUARED -OFF RETURN TO BE POURED MONOLITHIC 8" PCC OR 9" FOR COLLECTORS MINIMUM WITH 6x6 - 4.4 W.W.F. OR #4 19 18 E.W. 2. 7-1= 3" MINIMUM ASPHALT DEPTH (2 LIFTS). 3. DESIGN TO SPECIFY ELEVATIONS AT PI AND PCR TYPICAL CROSS PAN LAYOUT DETAIL SECTION B PROVIDE POSITIVE DRAINAGE TO CONCRETE INLET APRON (TYP.) 12" II 3 a. .. STANDARD,. �� .:�"• SIDEWALK .. :.., ===' `= 4" THICK CONCRETE NLET APRON W/ 6" DEEP 4" WIDE CUTOFF WALL AROUND PERIMETER. APRON & CUTOFF WALL REINFORCED W/ 1 1/2"x1 1/2" 17 GAGE STUCCO NETTING 2" MIN (TYP) 1 1/2" PLAN /_GUTTER (4) 4" SCH-80 PVC PIPES (CONTINUOUS LENGTHS) 03 Z U = C `—GUTTER PIPE TO BE FINISHED FLUSH W/ CURB FACE TYPE G CURB & GUTTER (TYP) 2" MIN (TYP) SECTION B—B 520—C-2500 CONCRETE SECTION C—C TYPICAL SIDEWALK UNDERDRAIN WITH CURB OUTLET DETAIL OWNER/DEVELOPER. foyer COL(/TTT��) ��i� ORA I)O Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631.0426 Phone No: 866.934.8140 www.8140partners.com 1.s•.1olu.,ogl eun KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: SHEET TITLE: STREET AND TRAIL DETAILS (1 OF 2) SHEET NUMBER: C07.01 2 4 5 7 8 9 F N 7L- 0 0 a a N a 0 0 w 0 a z ,‘9,? 013 r o a 0 u Q a A v wwmJ a o C zF� L a a a H G F E D C B 2 4 5 7 8 10 NOTES: 1. SEALANT AND BACKER ROD SHALL BE INSTALLED ACCORDING TO MANUFACTURER RECOMMENDATIONS. 2. CONTRACTION JOINTS SHALL BE AT EVERY 6' TO 10' O.C. BACKER ROD 1/8" ELASTOMERIC SEALANT RECESSED IN JOINT d INDUCED CRACK TYPICAL CONCRETE CONTRACTION JOINT DETAIL SCALE: NTS 1/2" PREFORMED JOINT FILLER ELASTOMERIC SEALANT RECESSED IN JOINT •x •moi- • ft a • :.-• -• • •-,-`•y GRAVEL SUBBASE (PER CDOT 703.07) TYPICAL CONCRETE EXPANSION JOINT DETAIL SCALE: NTS 5' (min.) Detached Sidewalk PROP. CONCRETE #4 @ 12" O.C. BOTH DIRECTIONS -3" MIN. CLR. GRAVEL SUBBASE (PER CDOT 703.07) TYPICAL CONCRETE DRIVEWAY PAVEMENT DETAIL SCALE: NTS TYPICAL CURB RAMP DETAIL SCALE NTS A A_ W/2 W/2 SECTION A -A W W/2 W/2 N z 0 z 0 EXST SUBGRADE CONCRETE REINFORCEMENT PER TYPICAL DRIVEWAY PAVEMENT DETAIL _A PLAN VIEW TYPICAL CONCRETE CROSSPAN DETAIL SCALE: NTS Y2" EXPANSION JOINT (TYP.) *411111:11 RAMP SCORING (TEP.) REQUIDREMENTSEST ADA 72 MRk . 5' SIDEWALK 5' TREELAWN 1.5' CURB -' & GUTTER 6" WIDE X VARIABLE HEIGHT (0" TO 8") MONOLITHIC CURB 5' SIDEWALK SLOPE: 2% MAX MATCH FLOWLINE OF GUTTER 12:1 MAX. SECTION A -A 5' 12.1 MAX. -( FLOWLINE OF GUTTER SECTION B -B TYPICAL PARALLEL RAMP DETAIL SCALE: NTS PROP. CONCRETE CONTRACTION JOINT f-- SPA. ® 5' MAX. PROP. STREET WIDTH PROP. ALLEY/DRIVEWAY APRON PER STANDARD DETAIL TYP. / ALIGN PROP. CURB RAMP PERPENDICULAR TO ADJACENT PROP. CURB RAMPS, TYP. PROP. CURB RAMP PER STANDARD DETAIL TYP. TYPICAL INTERSECTION CURB RAMP LAYOUT PLAN SCALE NTS 4" THICK SIDEWALK PROPERTY OR EASEMENT LINE DRIVEWAY EDGE S. CONSTRUCTIO ' T5' THICK EXPANSION OR TOOL JOINT \ JOINT FUWIDTH OF DRIVEWAY toLL 5 41, °. 6" PRIVATE DRIVEWAY TOOLS JOINT SPACING ALLEY/DRIVEWAY WIDTH 10' 20' 24' A 6' 10' 8' B 5 5 4 1-1/2" NOTES 1. PROVIDE CENTERLINE CONSTRUCTION OR TOOL JOINT WHEN DRIVEWAY WIDTH (EDGE TO EDGE) IS 14' OR GREATER. 2. ALL TOOL JOINTS SHALL BE A MINIMUM OF 1-Y2" DEEP. 3. FLARED PORTION OF DRIVEWAY SHALL BE POURED MONOLITHIC WITH MAIN RECTANGULAR PORTION OF DRIVEWAY. CURB AND GUTTER SHALL NOT BE POURED MONOLITHIC. WITH DRIVEWAY TYPICAL ALLEY/DRIVEWAY APRON WITH DETACHED SIDEWALK DETAIL SCALE: NTS OWNER/DEVELOP ER. r \ Ri'rEe COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631.0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUB) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: OTTR�� SHEET TITLE: STREET AND TRAIL DETAILS (2 OF 2) SHEET NUMBER: C07.02 4 6 7 8 9 10 H G F E C B A 2 3 4 5 7 8 9 10 --T--�--- F b i\ I \ \ / I \ \ / \ o 1 \ \ A \ \ \ NA—SECTION LINE TOWNSHIP LINE 3 cs10 coKi \ ,S K. \ \ \ i\ \ \ 2 \\ , \ o V A \ • , \ \ 1 , EXIST. BIKE PATH \ 1 A \ \ ♦ l V A \ \ I\ �p I A /�� K \ r \\\ \ \\\ \V � \ , \\t, \ \ \ o \ EXIST. GLENWOOD 1 DITCH (TO REMAIN) \•\ VA ,V , • ( ! 8V ii 1 \P . ` .aQ \`\ 1 o I . \\� END PROP. o\ -.•y GLENWOOD DITCH ' \ \I_\- -- - RELOCATION \ I. \ \ 1 H I , \\. \ \0- II \ !\ EXIST. GLENWOOD / ;I I / DITCH (TO BE RELOCATED) II I /.\ 1 / Il 1 1 • I \11 \\ I 1 �` 11 11 1li ,r / 11 I 1 1 1 G� � 1 I I fA\ 11• 11 I I \'� I s ,',,2 PROP. RELOCATED GLENWOOD DITCH SEE (SW06 SERIES) i I \\ \ K `, \ —71\- i \ I 1 \ \� III I \ 1 I / 1 1 I II II �I I I WO POND NP1\i \\ STORAGE 1, s I CAPACITY=4,817 CF +` / \ 1� 1 II i f I ( \ OFFSITE BASIN 100—YR DISCHARGE EXISTING = 7 cfs \ \\ \ \ \ EXIST. R.C.P. CULV—N-01A CULV—N-019 MATCHLINE SEE SHEET DR01.02 CULVERT TABLE ID MATERIAL DIAMETER (inches) SLOPE (ft/ft) CAPACITY (cfs) CULV—N-01A RCP 36 0.005 39 CULV—N-01B RCP 36 0.005 39 CULV—S-01A RCP 36 0.01 39 CULV—S-018 RCP 36 0.01 39 CULV—S-02A RCP 36 0.01 39 CULV—S-025 RCP 36 0.01 39 CULV—S-03A RCP 18 0.013 7.5 CULV—S-038 RCP 18 0.013 7.5 CULV—S-04A RCP 24 0.014 14 CULV—S-04B RCP 24 0.014 14 CULV—S-05A RCP 24 0.014 14 CULV—S-058 RCP 24 0.014 14 NOTES: 1. SEE EROSION AND SEDIMENT CONTROL PLAN (REPORT) FOR PRELIMINARY DESIGN INFORMATION AND SUPPORTING HYDRAULIC CALCULATIONS. 2. SEE (ES03 AND ES04 SERIES) FOR REQUIRED TEMPORARY AND FINAL WATER QUALITY BMPS. 3. CONCRETE JUNCTION BOX SHALL BE USED FOR ALL STORM SEWER JUNCTIONS THAT DO NOT OCCUR AT A MANHOLE. N 100 0 SCALE IN FEET 100 OWNER/DEVELOPER: Rfzer1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: n� 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com on, KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: ,TYRO SHEET TITLE: BRIDGES, CULVERTS AND DRAINAGE STRUCTURES PLAN (1 OF 4) SHEET NUMBER: DR01.01 2 3 4 5 6 7 8 9 10 0 U) H U S or or w 2 0 or m z 0- d a 0 a o or Qo S o Q U R Z Z �� ( d Y Waw o U LJ m Qoo z o oOO as H G F E D C B A 2 3 4 7 8 •Tt lov / moi.° 1 S9�o, 0- i .1--,,_ \. 1 A A_ -\` WO POND NP1 STORAGE _ , / CAPACITY=4,817 CF /\ \\ 1 0 /'4ll I • I \ `� --5, ' 6 / 1 1 \. \ _/ / PROP. RELOCATED I '/ \ I /./ \ GLENWOOD DITCH , /T�;\V 1 \ \ SEE (SW06 SERIES) /� /14 '-- \\`\\li .!k, 4���// \• \ \ �'\ \ 8 I JI - \.,\= I. , 1 I / s \ I o I I \\ / o l J I` \ I /./ AI /-_ \-'-'-_ r' :...-,-,,k, I \.\ \ i• >J �B VI�1 ,.. l \ \ syso • \ \ \ �. \ \\\-,...C \ \ `� _ _ \ �l _— OG6S i I .\ \` / /' 5` — \ \ \ / /// \\ '\ 5 ) PROP. u / _-'--_ �\ \ ^5j WALL RETAINING �. W II I /I / \ \(:,,,s, \,... \ I / '1 I I 5 \. } I ,I / \ I / \ \ WO POND NP2'� 101STORAGE / / I CAPACITY=28836 CF / a/,'' 1 /,/) ..., _- ' 1 5 II, /1 ---,/ nom / - - / I II I / / 1 /l N/, \ I_'.I I ov \ / ,\ \t I I: I� MATCHLINE SEE SHEET DR01.01 EXIST. GLENWOOD DITCH (TO BE RELOCATED) \ EXIST. BIKE PATH yo SSSEN% CULVERT TABLE ID MATERIAL DIAMETER (inches) SLOPE (ft/ft) CAPACITY (cfs) CULV-N-01A RCP 30 0.005 CULV-N-01B RCP 36 0.005 39 CULV-S-01A RCP 36 0.01 39 CULV-S-01B RCP 36 0.01 39 CULV-S-02A RCP 36 0.01 39 CULV-S-02B RCP 36 0.01 39 CULV-S-03A RCP 18 0.013 7.5 CULV-S-038 RCP 18 0.013 7.5 CULV-S-04A RCP 24 0.014 14 CULV-S-04B RCP 24 0.014 14 CULV-S-05A RCP 24 0.014 14 CULV-S-05B RCP 24 0.014 14 2C)•\'E.55,00'% % \ EP 100 0 100 200 SCALE IN FEET •\ ISI 5 :, 1 II ( I T \ \ \ I 1 ‘r." I 1 1 71 II WO POND SP1 II 5 STORAGE 1 'CAPACITY=34,708 CF .111 I \ SII I 8 I /E,, ii B lI I 1/ I I I' I I I\ /� 1 I u /, 16 \ 1 i , 1 \ Ir\I / 11I / \ leo ' 4I J. \ I'I I e" ,\ 5 I I,I / III /a,: , , / �O \ e III 1 9� \ U I,I 1 I •�I11 �Z0 \ • 11 I,I I i • II / 13 0 1 1 �� \ \ \ \ r / \\ \ I 1 \V\VA\\\\� S \�yy \..,\,s6, -,s\ S� \ .\\.\\`rs. \ .\ \ \ \-0. S \\.'\\\\ , vv,v \\ v \\ — \ ` �9�\\V\\ \\\ — N • r r 1 IWiz RO \ .I , ( ,\ tc4 '!-'- /1 a••••••••- BEGIN PROP. GLENWOOD DITCH RELOCATION PROP. CATTLE CREEK BRIDGE SEE (501 SERIES) EXIST. BRIDGE (TO BE REMOVED) /7 y EXIST. GLENWOOD 'DITCH (TO REMAIN)- - (( \ ti 11 �:.\ \\o o\\ MATCHLINE SEE SHEET DR01.03 IV OWNER/DEVELOPER: River1ttge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com 1670 BA866. 911E 316 147556 1466700 6205 Plow 105-761-1520 716 301-860-7139 KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 3 4/13/15 PUD AMENDMENT SUBMITTAL 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUB) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: SHEET TITLE: BRIDGES, CULVERTS AND DRAINAGE STRUCTURES PLAN (2 OF 4) SHEET NUMBER: DR01.02 2 3 4 5 7 8 9 10 0 U) H V OS 2 0 OS m z a a 5- a 0 N C o o Z i S z .0 D' Ca \o 1-E ssm v jwm oQo z 2 22 HG 5- a a H G F E D C B A 2 3 4 7 8 9 10 7- 0( MATCHLINE .1511ET 101.Q12 PROP. Y"• IL l y \ 11 r 1 I I /idoiwq \I, :\I1 ',, SIE° \ PROP. RAW WATER IRRIGATION PRE-TREATMENT POND .5 \v vv \ \ 1 II, V A A \ \\\ .\ N i '\.\5 \ \` \\�.. 4:\ \ N \ \ \ I A. A cS$ \� v 4 \ ,';��o, \ ., \ , \ .:-.'N \ \ Vey 09\'\* \ \ \ . \, \ \ \': \' 92\ \ \ \ ' A\\\N\ 8`4.4\\ \ ',\ \ \ \ 4‘c \,\ ` \N .• .'xv ` 9 V i4'\ \\e, `V A N *\ ! \`\\`\ N ( -,,.\ \ \ \\ \ 9 _\ \\0\ \\ \ 1 \ .\ \ ` \ 0 \ ° \ \ \ 0904 \ ' ' \ \ N \\ (r \\1 \ \ \ -_-\\ ,� s9\\ A. o o \ `s9 \ Vvv � v N X-1.$4\\ \ \ \ \I 1\ 100 0 100 200 SCALE IN FEET • r y r v i - v vv t. Ate. v v v �• \.41„, t4 •-•1--TOWNS V A i°s 1\ L S LINE i \\ \ \\ 3' < I I,m oA V III 'F,''''..'''\ }1, \ vV . \ \\ \ \ �>• s.v ,vvv vv vv y"v,vv�, ‘1.-L, •, \J-,- , 4 \\ 5 , It s. \ \ \ \ ' •-3 N.� \\ \\•\\\ \V1_ N -, vvv• v v N. �v TS s -S NAS -T'''• s \\ VA, A vI ! v ��° - N\ '\\ N \ N \ \ \ s,,s,\`I�\ \\ \\ .N N 040 `VN Aks'''i mo\ $, \ N \ N \N\ \ \ \,..\ \o•\ \\\ \,,, \ \\ \\ �. \ N. CULVERT TABLE ID MATERIAL DIAMETER (inches) SLOPE (ft/ft) CAPACITY (cfs) CULV-N-01A RCP 36 0.005 39 CULV-N-01B RCP 36 0.005 39 CULV-S-01A RCP 36 0.01 39 CULV-S-01B RCP 36 0.01 39 CULV-S-02A RCP 36 0.01 39 CULV-S-02B RCP 36 0.01 39 CULV-S-03A RCP 18 0.013 7.5 CULV-S-038 RCP 18 0.013 7.5 CULV-S-04A RCP 24 0.014 14 CULV-S-049 RCP 24 0.014 14 CULV-S-05A RCP 24 0.014 14 CULV-S-05B RCP 24 0.014 14 MATCHLINE SEE SHEET DR01.04 1 I 11 EXIST. GLENWOOD J/ DITCH EXIST BIKE 1 � 1 itI 1 I . PATH / 60501 OWNER/DEVELOPER: COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970,456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: SHEET TITLE: BRIDGES, CULVERTS AND DRAINAGE STRUCTURES PLAN (3 OF 4) SHEET NUMBER: DR01.03 2 3 4 5 6 8 9 10 0 Ul S H H V or 2 m z a 0 a / 0 N 0 o 3 N / t � zoo NW o U o E \ 5( wwZ oQ 0 z OO Baa H G F E D C B A 2 3 4 7 8 9 10 \\\ \ \ , \ \ \ \soa 'N \- y \ O `\ \ \ \ \ N N N Y\ \`\ 'A N N\\ N .Y N ♦♦♦ NN. > \\\\ \ \\\\\ �\ l� 1 MATCHLINE SEE SHEET DR01.03 u os, . •b. ''> N \\ \ \ ,44 -':s 4,I:N. s\\sy0.\\\:.\\ 1 N\ '� vgN9sO \\ \\v�\ N A NNNN v v N NN 0O.2 N \\6°0� N I I I , (1- I� f pog I \yl i\ to F ;1 \ 1 'J AAVI A 1 \ / \ n\ 1\ 024 P 1 4 r I\ < \\ \ `-(.:9., so, v, v 6000' I v \ \ \ \ 199 \._ AnY \� N —1......,„‘„ 0 \ \N \ N.-u\\\.,N.-\\\. py \ \ \\ ltc. 1 CULVERT TABLE ID MATERIAL DIAMETER (inches) SLOPE (ft/ft) CAPACITY (cfs) CULV-N-01A RCP 36 0.005 39 CULV-N-01B RCP 36 0.005 39 CULV-S-01A RCP 36 0.01 39 CULV-S-01B RCP 36 0.01 39 CULV-S-02A RCP 36 0.01 39 CULV-S-02B RCP 36 0.01 39 CULV-S-03A RCP 18. 0.013 7.5 CULV-S-03B RCP 18 0.013 7.5 CULV-S-04A RCP 24 0.014 14 CULV-S-048 RCP 24 0.014 14 CULV-S-05A RCP 24 0.014 14 CULV-S-05B RCP 24 0.014 14 N A �� Lr 9 o 011 1 \ \ �� \\ ` 9 I \\ \ �I � \ \ 1 \��\ \ \N \ `.\ \\\` \ \\\\ \ \\ o R ,v0. v A v A� 9 A I \ -v o y / . 'N'':- \ ,\� sd \ / A vv vv vAv �Av "'vv v - 0 7O' V A 9 N \ \ \ s9',.),‘,..N \\ \ \ .\\:\\.\'' . \ \ ,\ \ `\ \ �`\ G� \ \ \ 1. \ � \ \ \ ♦ \-,_§,'' \ \ ROq o©� sow �' y� \ v v v ' \ \ \ \ ��P �7��5C �' j lP /2v 1\V S A \ A,...,`� \` I a I 9 ,1 R O/ �. 5°�\ \\ I v „,� ` v5��n� v v vvv 1�I I I A so,O v y,v V .AVAA A v \ \ I 1/ .J \iA \ \ \ \\ f \ \ U ,L i_i�.\ (�.\.\\\ t\ \\\ ` \ \ \ � 1-- \v\\\:\ A VA A o ,Z Po.._ vv A :\"\\A N 99 A\ V 19 A ---i�, N A 5`, A \\ 19` V A V A S \ ` \ V \ o o o`;� v v /N 100 0 SCALE IN FEET 100 200 OWNER/DEVELOPER'. r lJ. \ � je l Ewe COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631.0426 Phone No: 866.934.8140 www.8140partners.com 211.12.,M ear KEY MAP: Wld SH82 - jipiteA PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUB) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: CHECKED BY: S. OTERO SHEET TITLE: BRIDGES, CULVERTS AND DRAINAGE STRUCTURES PLAN (4 OF 4) SHEET NUMBER: DR01.04 2 3 7 H G F E D C B 2 4 5 7 8 9 10 50 0 50 100 SCALE IN FEET HORZ: 1'= 50' VERT: 1"= 10' ST–MH–N-18 N=1598797.51 E=2501284.50 H PROP. 36–INCH RC C76–A (TYP.) 13+0 H __ N=1598653.76 A -- E=2501335.82 6050 6040 6030 6020 6010 6000 5990 5980 5970 ce I I 14+00 ROP. GRADE — EXIST. GROUND =28 S=1 .50i DIA.= 36" MATL.=RC C76 ,A L=1 48' POTABLE WATER 8–INCH D.I.P. UTILITY CROSSING 5=1.00% DIA.=36" MATL.=RC C76–A A N 0 O 0 0 1 0 z O zz L=129' 5=3.63% DIA=36° MPTL.=R�,76 P. SANITARY SEWER (4/-8–INCH PVC SDR 35 UTILITY CROSSING z z 0 N 0 10+00 11+00 12+00 13+00 6050 6040 6030 6020 6010 6000 5990 5980 5970 NOTES: 1. SEE EROSION AND SEDIMENT CONTROL PLAN (REPORT) FOR PRELIMINARY DESIGN INFORMATION AND SUPPORTING HYDRAULIC CALCULATIONS. 2. SEE (ES03 AND ESO4 SERIES) FOR REQUIRED TEMPORARY AND FINAL WATER QUALITY BM PS. 3. CONCRETE JUNCTION BOX SHALL BE USED FOR ALL STORM SEWER JUNCTIONS THAT DO NOT OCCUR AT A MANHOLE. OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUS) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: TEE 1: SHEET TITLE: TRAILSIDE DRIVE DRAINAGE STRUCTURES PLAN AND PROFILE SHEET NUMBER: DR02.02 2 7 8 9 10 H G F E D C B 2 3 4 5 6 7 8 9 10 50 0 Z ST -MH- N -3 N=1596899.14 E=2501536.11 / 4. Ir ST -MH -N-5 N=1596810.53 E=2501583.51 i N 'ST -MH -N-6 N,v/ N=1596772.16 / E=2501617.91 / — DZ09 ST -MH -N-13 N=1597360.76 E=2501647.19 ST -MH -N-14 N=1597391.48 E=2501644.91 ST -MH -N-8 N=1596873.92 E=2501828.78 41111.1 11 01111 __- - PROP. 30 -INCH RC C76 -A (TYP.) 50 100 SCALE IN FEET HORZ: 1'= 50' VERT: 1"= 10' ST -MH -N-9 N=1596948.69 E=2501847.00 ST -MH -N-12 N=1597250.45 E=2501686.02 H -N-11 N=1597107.09 E=2501795.49 ST -MH -N-10 N=1597034.23 E=2501836.29 NOTES: 1. SEE EROSION AND SEDIMENT CONTROL PLAN (REPORT) FOR PRELIMINARY DESIGN INFORMATION AND SUPPORTING HYDRAULIC CALCULATIONS. 2. SEE (ES03 AND ESO4 SERIES) FOR REQUIRED TEMPORARY AND FINAL WATER QUALITY BMPS. 3. CONCRETE JUNCTION BOX SHALL BE USED FOR ALL STORM SEWER 6040 JUNCTIONS THAT DO NOT OCCUR AT A MANHOLE. 6040 6030 6020 6010 6000 5990 5980 5970 5960 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 6030 6020 6010 6000 5990 5980 5970 5960 OWNER/DEVELOPER: r !1 Riveri!je COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: OTEF�� SHEET TITLE: TRAILSIDE DRIVE DRAINAGE STRUCTURES PLAN AND PROFILE SHEET NUMBER: DR02.03 3 7 8 9 EXIST. GROUND POTABLE WATER / PROP. GRADE -------- - - 10 -NCH UTILITY D.I.P.` CROSSING LJ S=1 L=112' 50% . QO_/ O L=72' S=1.50% 1 DIA=30" 177 L5D% CIA.=30 MATL.6RC „ C7 6 -A fl L_8 L=119' 1=0.72% DIA. -30" =RC 076-A L-194' 5=1.50% IA. -30" MATL.=RC C76 POTABLE WATER 10 -INCH D.I,n. UTILITY CROSSING J =1.50% DIA.----30"DIA.=30" C'76 -A S-4.50% MATL=RC C76 -A DIA. --30" MAIL=RC C76 -A S+ z' 07 N No O m466 = 0 0 JI III w O (0 > 04 K Z MAIL=RO-076 — --- -A MATL.-Rr i; SANITARY SE 8 -INCH PVC SDR z UTILITY CROSSING D ER 35 3 22 � � c0 I r 0 II = II Z_ 00 -, N > > II Z Z 0� m in _ z' NJ 0 !] 1°: 'S2 0 II _'F' II ~ = LI to w to in H 0 > Z .- 22 Z t0 c0 ooq� N n ,000co—oS 0 0 + �p N JI II N j Z_ Q (7 > LA Z z , N a `- NY 05 n O r�% n + co ii ¢ N N —N O N= 2, 2N' N N I n0w(Z 0d'vioo In o ID=ST-MH-NN. Z _ r N II a OJ n o coo + co II JI ~ W Z aO ¢ ER > > Z Z Z S , II o, M� 00 + �IIII JI II ZMaZ0_ I S o II+ Z. a ��r'�Zo5N�� 0 0 0 co cII II of JI II ~ W O ¢ g > > N Z Z ,- o_ S+oIIc� 0 JI II rl w Z N II ¢ g > Z II w Z o Q (7 > > Z Z I- II 2 cd �Z O C > > Y Z Z 1I 02 II 2 O > Z N II 1 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 6030 6020 6010 6000 5990 5980 5970 5960 OWNER/DEVELOPER: r !1 Riveri!je COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: OTEF�� SHEET TITLE: TRAILSIDE DRIVE DRAINAGE STRUCTURES PLAN AND PROFILE SHEET NUMBER: DR02.03 3 7 8 9 Ca 0 z o co a a a a O N No m g w o z Q z000r U p 8 o o � c.% Lu a A wwm>- Qo (n z 000 I a a co H G F E D C B 2 3 4 5 7 8 9 10 50 0 SCALE IN FEET HORZ: 1'= 50' VERT: 1"= 10' 50 100 6040 6030 6020 6010 6000 5990 5980 5970 5960 4.0 r' ST–MH–N-1 N=1596852.2 E=2501376.37 a F r ST–MH–N-2 N=1596855.47 E=2501453.97 0666 R _ a ST–MH–N-3 N=1596899.14 E=2501536.11 1-6-9-1- MST–MH –N –- - ST–M4 – N=1597157.66 0=2501398.67 PROP. 48–INCH RC C76–A (TYP.) L� .L NOTES: 1. SEE EROSION AND SEDIMENT CONTROL PLAN (REPORT) FOR PRELIMINARY DESIGN INFORMATION AND SUPPORTING HYDRAULIC CALCULATIONS. 2. SEE (ES03 AND ESO4 SERIES) FOR REQUIRED TEMPORARY AND FINAL WATER QUALITY BMPS. 3. CONCRETE JUNCTION BOX SHALL BE USED FOR ALL STORM SEWER JUNCTIONS THAT DO NOT OCCUR AT A MANHOLE. 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 6040 6030 6020 6010 6000 5990 5980 5970 5960 OWNER/DEVELOPER: rRRRR� R� R ver dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: OT=85 SHEET TITLE: RIVER EDGE DRIVE (WEST) DRAINAGE STRUCTURES PLAN AND PROFILE SHEET NUMBER: DR02.04 2 3 8 10 GLE WOOD DITCH PROP. GRADE EXIST. GROUND STORM SEWER 48–INCH UTILITY CROSSING — — L–aQ' LJ 1 –7, . L=88 / L=288' U L=27T S-0- 30°7------- C76–A S=0.30% DIA.=48" I S=0 DIA.=48" 076–A 30% KAT DIA.=48' 4 .=RC C76– ./ POTABLE–WATER S=0 DIA. MATL,=RC s0y 48" C76–A DIA.=48" MATL.=RC MATL.=RC C76–A--MATL–.=RC _ J — - 8–INCH D.I.F. UTILITY CROSSING POTABLE 10–INCH UTILITY CR WATER" D.I.P. SSING -55-4,11 w 3 4, 3 ,4, I . N- N 0] O �� in r7 N rT N �. o v,z0 O n PD N zcp V .1A11542`f a ZN s O O O +cin 0 II O III II 1 =) .. N 0 0 0 II II II j Z =+�O rn O Q II N JI II Z t0 I +coo coo II . III II F5 — II oNEzZ z_ O ¢ or > > –, In II g. -11 w z o I or > > E. In U) II oEZ II w Z OII a or > > � z w Z 0 M II ¢ or mNEZZ 10–INCH SANITARY SEWER PVC SDR 35 UTILITY CROSSING 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 6040 6030 6020 6010 6000 5990 5980 5970 5960 OWNER/DEVELOPER: rRRRR� R� R ver dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: OT=85 SHEET TITLE: RIVER EDGE DRIVE (WEST) DRAINAGE STRUCTURES PLAN AND PROFILE SHEET NUMBER: DR02.04 2 3 8 10 H G F E D C B 2 4 5 6 7 8 9 10 50 0 50 100 SCALE IN FEET HORZ'. 1"= 50' VERT: 1"= 10' 6030 6020 6010 6000 5990 5980 5970 5960 5950 + 0 0 -I- _r2 f • • • \\ • S 14+ ST—MH—S-1 1N=1595543.65 1 E=2501236.09 7 ST—MH—S-2 _7 N=1595415.71 E=2501424.11 PROP. 30—INCH RC C76—A (TYP.)• 0 \ • p9 EXIST. GROUND L=152' DIA.=30" MAIL.=RC C76 m II IIS z o > > z z 10+00 11+00 12+00 13+00 14+00 15+00 16+00 NOTES: 1. SEE EROSION AND SEDIMENT CONTROL PLAN (REPORT) FOR PRELIMINARY DESIGN INFORMATION AND SUPPORTING HYDRAULIC CALCULATIONS. 2. SEE (ES03 AND E504 SERIES) FOR REQUIRED TEMPORARY AND FINAL WATER QUALITY B MPS. 3 CONCRETE JUNCTION BOX SHALL BE USED FOR ALL STORM SEWER JUNCTIONS THAT DO NOT OCCUR AT A MANHOLE. 6030 6020 6010 6000 5990 5980 5970 5960 5950 OWNER/DEVELOPER. RiverEe COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631.0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: SH82 M/Xr PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUS) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: SHEET TITLE: RIVERSIDE LOOP DRIVE DRAINAGE STRUCTURES PLAN AND PROFILE SHEET NUMBER: DR02.05 2 4 5 6 7 8 9 10 H G E D C B 2 3 4 5 7 8 9 10 _----6030 --- / i 3 1 -: ST -MH -S-8 N=1595489.23 E=2502279.99 24+001 iLL 5' -----.__- ----- - -6 25+00 6+00 28+ 00 29+00 ti 1 30+00 "31+00 ST -MH -S-5 N=1595689.64 E=2502198.40 ALPINE BLUFF STR E ST -MH -S-7 'hr ST- MH -S-6 N=1595593.67 N=1595653.68' E=2502262.35 E=2502237.19 ST -MH -S-4 N=1595701.95 E=2502161.43 7r ,1 Z ST -MH -S-9 N=1595242.72 E=2502321.62 ST -MH -S-10 _N=1595144.11 E=2502338.27 N ST -MH -S-11 N=1594996.21 E=2502363.25 ST -MH -5-12 N=1594749.70 E=2502404.88 -- ORE COURT Z 50 0 50 100 SCALE IN FEET HORZ: 1"= 50' VERT: 1"= 10' 6050 6040 6030 6020 6010 6000 5990 5980 5970 NOTES: 1. SEE EROSION AND SEDIMENT CONTROL PLAN (REPORT) FOR PRELIMINARY DESIGN INFORMATION AND SUPPORTING' HYDRAULIC CALCULATIONS. 2. SEE (ES03 AND ES04 SERIES) FOR REQUIRED TEMPORARY AND FINAL WATER QUALITY BMPS. 3. CONCRETE JUNCTION BOX SHALL BE USED FOR ALL STORM SEWER JUNCTIONS THAT DO NOT OCCUR AT A MANHOLE. 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 6050 6040 6030 6020 6010 6000 5990 5980 5970 OWNER/DEVELOPER: fiver lge COLORADO Carbondale Investments, LLC 7999 HWY 82 Phone No: Carbondale, CO 81623 970,456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: ALPINE BLUFF STREET DRAINAGE STRUCTURES PLAN AND PROFILE SHEET NUMBER: DR02.06 9 Erl .4;;C PROP. GRADE / i L=245' � � 5=1.31% .-- - '— - 27% L�145' 5=1.31% DIA.=30" j '— -. DIA. --430 MATL.=1. C76 v._ -A • � L=95� L=245' S=1 L-101' S-1 .037 DIA --30" C76 -A M TL `C �6 M L -34' 5=0.799 L=48 S=2 819 ;IIA. DIA. 60% -30 5=1. 8% DIA.=30" DIA.=30' MATL.=RC C7fi-A MATL.=RC CIA. MATL.=RC -30" DIA MATL.=RC =30" pIA.3° MAD. .RC 07-A MATL.=RC C76 -A MATL.=KC-C76--A 076 CT6-A 4,2__,•;"-:, 122 z zz z z z z ' �o n�4o'n t0 ' �z i� o�ca rn o a,..4j 44, `� ri ro �rn 1° ,76 oma" rON� �-Z bo ow d cn - �o N . 2 CON"_ � N xY � • ..oo 0 0 ,f`I I `I I S}OOO w, N O N II Z S s.�O -+ O r, oIIs NLA IM ,,r7 ,, O O 1N +! I = OIzr; 7,9 M O O +O II Z II �ryW-O D' N O II O N DJ IS I 0 O NO +O O II O S-. T N h O 00 +O II Z �rO O O O p II H' IIW- ON ¢ > I,jj � zzo IIwO I¢ gZz a j> o N.Zz_- II W- ¢ II oazZ -.8/== NWO Quj II a W -O zz NI o WZ- O NIW0 Il o a j > z Ia I ,WOII _J 7)Ez _ 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 6050 6040 6030 6020 6010 6000 5990 5980 5970 OWNER/DEVELOPER: fiver lge COLORADO Carbondale Investments, LLC 7999 HWY 82 Phone No: Carbondale, CO 81623 970,456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: ALPINE BLUFF STREET DRAINAGE STRUCTURES PLAN AND PROFILE SHEET NUMBER: DR02.06 9 H G F E D C B 2 3 4 5 7 8 9 10 V 12" NOMINAL DIA. BOULDER (TYP.) GROUT ZONE 12" NOMINAL DIA. BOULDER (TYP.) SECTION nB DRO3.01 GROUT ZONE \\ SECTION A N.T.S. 17'-0" �DR03.01 1.5 MAX. DEPTH = 1.-0" — 4 0 2% GRASS SLOPE 4 /ASA \/\„, x//\\ 2q,/% CHANNEL SIDE SLOPE c /VA/VA/VA/y TRICKLE CHANNEL (RIPRAP OR CONCRETE) SECTION 1 I_ 4 MAX. DEPTH = 1'-6" — GRASS GRASS SLOPE 4 2% TRICKLE CHANNEL (RIPRAP OR CONCRETE) SECTION N.T.S. nD DR03.01 /\/ \/\/ \ f ��%\/�� CHANNEL SIDE SLOPE nC DR03.01 NOTE - ALL GRASS AND RIPRAP CHANNELS WILL BE LINED WITH EITHER SYNTHETIC OR NATURAL MATERIAL. OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Phone No: Carbondale, CO 81623 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUS) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: DRAINAGE STRUCTURE DETAILS (1 OF 5) SHEET NUMBER: DR03.01 2 4 5 7 8 9 10 CD 4.1 CO z CO CO a w cL a NO M O N N 2 a 0 0 g N w o ,‘=,1 _a oZ,U p 3 r o a w a A is 'Jr' COLLI a o In zoo L_ aas H G F E D C B 2 3 4 5 7 8 9 10 1—AL-5--11 10• BARS w 5• — I� Utz �tT[-j_ BW-S-�I "3" BARS PRECAST RISER SSE SNT 4 JOIM SEAL OR GROUT "0. flub /4 0 12• • BARSk G4 0 12' YRS PIPE ID Trr (SEE TABLE ABOVE) SECTION VIEW 0 5• H• BARS /4atz• /5 BARS as' H• BARS SW (SEE TABLE ABOVE) SLAB REINFORCING •H• BNt9 r BARB 1 3• C� ,t 0 5 OCnY np �1 #5 BARS 1' 5�r(SEE TABLE ABOVE) BASE REINFORCING PIPE ID BW 46" AND SMALLER 54" 6'-10" 60" AND LARGER OD + 16" NOTES 1. TYPE I MANHOLE SHALL BE USED IN WHEN APPROPRIATE AND TYPICALLY FOR PIPE SIZES GREATER THAN 30 INCHES. 2 VIEW AND DETAILS SHOWN ARE TYPICAL FOR STRAIGHT THROUGH DESIGN ONLY. DESIGN ENGINEER SHALL DETERMINE MANHOLE BASE CONFIGURATION AND DIMENSIONS FOR PARTICULAR PIPE SIZES AND ALIGNMENT. 3. EITHER LADDER OR STEPS SHALL BE INSTALLED WHEN MANHOLE DEPTH EXCEEDS 30". LOWEST STEP SHALL BE BE A MAXIMUM OF 16" ABOVE THE FLOOR. 4. FLOOR OF THE MANHOLE SHALL BE TROWELLED TO A SMOOTH, HARD SURFACE AND SHALL SLOPE TOWARDS THE OUTLET (8:1 MAX., 3p" PER FT. MIN). FLOOR SHALL BE SHAPED AND CHANNELED; SEE SD_3-2 FOR TYPICAL CHANNEL DETAILS. STORM SEWER MANHOLE DETAIL - TYPE I 3• MIN 3• MIN STEPS OVER BENCH 3• MIN PLAN VIEW OF BASE PRE–CAST RISER SEE SD_3-7 JOINT SEAL OR GROUT 30'E ID PIPMAx 3• MIN NOTES 5'-4• (MIN) SECTION VIEW #4 BARS 0 12" OC EACH WAY 3• CLR TYPICAL CHANNEL DETAILS 5• TOE POCKETS DETAILS 1. TYPE II MANHOLES SHALL BE USED WHEN APPROPRIATE AND TYPICALLY WHEN THE PIPE SIZES ARE 30" OR LESS INSIDE DIAMETER. 2. VIEW AND DETAILS ARE TYPICAL. DESIGN ENGINEER SHALL DETERMINE MANHOLE BASE CONFIGURATION AND DIMENSIONS FOR PARTICULAR PIPE SIZES AND ALIGNMENT. 3. EITHER LADDER OF STEPS SHALL BE INSTALLED WHEN MANHOLE DEPTH EXCEEDS 30". STEPS IN BASE SHALL BE INSTALLED IN "TOE POCKETS" (SEE DETAIL THIS SHEET). LOWEST STEP SHALL BE A MAXIMUM OF 16" ABOVE THE FLOOR. 4. PIPES SHALL BE TRIMMED TO FINAL SHAPE AND SET BEFORE MANHOLE IS POURED. 5. BENCH SHALL BE SLOPED TOWARD CENTER OF MANHOLE BASE (4:1 MAX., Yz" PER FOOT. MIN.). 6. FLOOR OF MANHOLE SHALL BE TROWELLED TO A SMOOTH, HARD SURFACE AND SHALL SLOPE TOWARDS THE OUTLET (8:1., 18" PER FT. MIN.) . FLOOR SHALL BE SHAPED AND CHANNELED; SEE DETAILS THIS SHEET. STORM SEWER MANHOLE DETAIL - TYPE II OWNER/DEVELOPER: rRRRR� Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970,456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: DRAINAGE STRUCTURE DETAILS (2 OF 5) SHEET NUMBER: DR03.02 2 3 4 5 6 10 H C F E D C B 2 3 4 5 7 8 9 10 4_311" ►B PLAN VIEW Q GUTTER1 TYPE 2 TYPE 13 INLET FOR GUTTER TYPE 2 4'-31/2 8" 403 Co 8" O.C. SECTION A -A D MAX =30 IN. FOR H>4 FT. 401 Y 1 J J_ X 402 F X BENDING DIAGRAMS ALL DIMENSIONS ARE OUT -TO -OUT OF BAR. A WHEN HMA MATERIAL IS TO EXTEND TO THE EDGE OF THE GRATING FRAME, CONCRETE MAY BE DEPRESSED. 403 X 8"0.C. SECTION B -B D MAX = 18 IN. FOR ALL H CORNERS RELIEVED 3I6' TO PREVENT ROCKING C (TYP.) 22(4" 31/2" II.AI rlA 6IAIBIABIAMAIA 481(4" 391/x" 40" y4" 2' NO. 13 GRATE /6' RADIUS (TYP.) SECTION C -C A = B = 18/16 C = 715/6" E 1 x 45° SECTION D -D F 39W' E 23" F NO. 13 GRATING & FRAMES SECTION E -E APPROXIMATE WEIGHT = 590 LBS. CONCRETE INLET — TYPE 13 Ire' 23" �1" -.1 II 1" 4%s" — 231/4" 1 I' 311/' SECTION F -F GENERAL NOTES 1. CONCRETE SHALL BE CLASS B. INLET MAY BE CAST -IN-PLACE OR PRECAST. 2. CAST -IN-PLACE CONCRETE WALLS SHALL BE FORMED ON BOTH SIDES. 3. EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED ]4 IN. 4. REINFORCING BARS SHALL BE DEFORMED #4 AND SHALL HAVE A 2 IN. MINIMUM CLEARANCE. ALL REINFORCING BARS SHALL BE EPDXY COATED. 5. STEPS SHALL BE PROVIDED WHEN INLET DIMENSION "H" IS EQUAL TO OR GREATER THAN 3 FT. -6 IN. AND SHALL CONFORM TO AASHTO M 199. 6. ALL GRATES AND FRAMES SHALL BE GRAY OR DUCTILE CAST IRON IN ACCORDANCE WITH SUBSECTION 712.06. GRATES AND FRAMES SHALL BE DESIGNED TO WITHSTAND HS 20 LOADING. 7. STATION POINT IS AT THE CENTER OF THE INLET. H CONCRETE -B A MAXIMUM PIPE I.D. SEC. A -A 2'-0" CU. YDS. B LB. IN. IN. 3'-0" 1.3 72 2'-0" 18 18 3'-0" 1.5 76 4 24 18 1 1.6 90 ►B PLAN VIEW Q GUTTER1 TYPE 2 TYPE 13 INLET FOR GUTTER TYPE 2 4'-31/2 8" 403 Co 8" O.C. SECTION A -A D MAX =30 IN. FOR H>4 FT. 401 Y 1 J J_ X 402 F X BENDING DIAGRAMS ALL DIMENSIONS ARE OUT -TO -OUT OF BAR. A WHEN HMA MATERIAL IS TO EXTEND TO THE EDGE OF THE GRATING FRAME, CONCRETE MAY BE DEPRESSED. 403 X 8"0.C. SECTION B -B D MAX = 18 IN. FOR ALL H CORNERS RELIEVED 3I6' TO PREVENT ROCKING C (TYP.) 22(4" 31/2" II.AI rlA 6IAIBIABIAMAIA 481(4" 391/x" 40" y4" 2' NO. 13 GRATE /6' RADIUS (TYP.) SECTION C -C A = B = 18/16 C = 715/6" E 1 x 45° SECTION D -D F 39W' E 23" F NO. 13 GRATING & FRAMES SECTION E -E APPROXIMATE WEIGHT = 590 LBS. CONCRETE INLET — TYPE 13 Ire' 23" �1" -.1 II 1" 4%s" — 231/4" 1 I' 311/' SECTION F -F GENERAL NOTES 1. CONCRETE SHALL BE CLASS B. INLET MAY BE CAST -IN-PLACE OR PRECAST. 2. CAST -IN-PLACE CONCRETE WALLS SHALL BE FORMED ON BOTH SIDES. 3. EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED ]4 IN. 4. REINFORCING BARS SHALL BE DEFORMED #4 AND SHALL HAVE A 2 IN. MINIMUM CLEARANCE. ALL REINFORCING BARS SHALL BE EPDXY COATED. 5. STEPS SHALL BE PROVIDED WHEN INLET DIMENSION "H" IS EQUAL TO OR GREATER THAN 3 FT. -6 IN. AND SHALL CONFORM TO AASHTO M 199. 6. ALL GRATES AND FRAMES SHALL BE GRAY OR DUCTILE CAST IRON IN ACCORDANCE WITH SUBSECTION 712.06. GRATES AND FRAMES SHALL BE DESIGNED TO WITHSTAND HS 20 LOADING. 7. STATION POINT IS AT THE CENTER OF THE INLET. H CONCRETE REINFORCING STEEL NO. OF BSS REQ'D. MAXIMUM PIPE I.D. SEC. A -A SEC. B -B CU. YDS. B LB. IN. IN. 3'-0" 1.3 72 4 18 18 3'-0" 1.5 76 4 24 18 4'-0" 1.6 90 5 30 18 4'6" 1.8 104 6 30 18 5'0" 1.9 109 6 30 18 5'-6" 2.1 122 7 30 18 6'-0" 2.2 136 8 30 18 6'-6" 2.4 141 8 30 18 7'-0" 2.5 154 9 30 18 7'-6" 2.7 168 10 30 18 8'-0" 2.8 173 10 30 18 8'-6" 3.0 187 11 30 18 9,0" 3.1 200 12 30 18 9'-6" 3.3 205 12 30 18 10'-0" 3.4 219 13 30 18 B NCLUDES 1% FOR OVERRUN. NOTE: CONCRETE QUANTITIES INCLUDE VOLUME OCCUPIED BY PIPE. QUANTITIES FOR ONE INLET MARK NO. REQ'D. DIMENSIONS LENGTH X Y 401 4 3'-6" 2'-2" 13'-4" 402 2 3'-4/2" * 2'-6'/" 8`51/2" 403 5 2'-1/2" * 2'-7" 7'-21/2" ADD 6 IN. TO THIS DIMENSION FOR EACH 6 IN. INCREASE OF "H" OVER 3 FT -0 IN. BAR LIST FOR H = 3 FT. -0 IN. OWNER/DEVELOPER. RIrEige COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631.0426 Phone No: 866.934.8140 www.8140partners.com MIvm.,"I 0' KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMIIL`,L 1/14/11 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 12. - PROJECT MANAGER: OTL I? DRAWN BY: CHECKED BY: SHEET TITLE: DRAINAGE STRUCTURE DETAILS (3 OF 5) SHEET NUMBER: DR03.03 2 3 4 5 7 8 9 H 0 F E D C B 2 3 4 5 7 8 9 10 409 36 FACE OF CURB * FOR LENGTH (L) GREATER THAN 5 FT. PROVIDE MAINTENANCE ACCESS AT BOTH ENDS. A ADDTNONAL MANHOLE RING AND COVER REQUIRED WHEN L=10 FT. OR MORE. CUT REINFORCEMENT BAR ACCORDINGLY. ENDS OF B [ BEAM 3" CLR. FACE OF CURB 18" TO STA. PT. I-� CUT OFF OR BEND BARS TO CLEAR MANHOLE L=5' L=10'or 409 �II I MANHOLE % 503 L=10'-0" • 409 403 8" 403 Flit M j(1 ti 601 2" CLR. 0 11" 3" CLR 3" CLR. O.C. 1 -"- 401 All H All 5'-1-1<5' 8° = 9. O.C. 0407 TYP. ■ 403 401 12" 3' TRANSITION GUTTER 1 ° !MEMS AIR un " 4.1 MEET SHAPE OF NORMAL BARRIER CURB AND GLITTER HERE. SEE CHANNEL LAYOUT ON SHEET 2. 8" L=15'-0" • 409 403 401 18" TO STA. PT. 8" H > 5' 12° 6" O.C. 6° O.C. 405 406 6" O.C. 6" O.C. 6' 8" 11' 8" SECTION A -A REGULAR INLET 601 C -1 L=10'-0" 503 502 409 403 9" O C. 411 412 410 C C 502 405 406 6" O.C. 16' 8" 6" O.C. D - L=15' -O" 504 413 1 D- C 2" CLR. 411 412 D SECTION A -A INLET 406 WITH DROP BOX, -,H>5 FT. 2" ALL AROUND MP.) 502 403 8 [ 8.5 #.4 BAR 18" LONG 3" FLUSH ACE (TYPE 2 -SEC. IIB) 8° 2:1 1%° PIPE SPACER AND 1 4" LOCK NUT 4" 10" EMBEDMENT 14" DIA. x 24" GALV. STEEL ROD 3"x3"x'g" PLATE CURB FACE ASSEMBLY *PLACE ENNRE ASSEMBLY BEFORE POURING CONCRETE. INLET BARRIER GENERAL NOTES. CURB FACE \ SEE SHEET 2. 5' TRANSITION * WHEN A TYPE R INLET IS USED WITH MOUNTABLE CURB AND GUTTER, 5 FT. TRANSITION SHALL BE CONSTRUCTED. MOUNTABLE TRANSITION SHALL BE PAID CURB FACE FOR AS CURB AND GUTTER. 4" 6" 501 MOUNTABLE CURB AND GUTTER TRANSITION CURB • 2' 0" - FOR A 1'-0" PAN SLOPE 2" PER FT. 4' 4" 1 R A SLOPE=1"/FT. 2" R "1 SLOPE 2% TO GUTTER 409, 8 O.C. 5.4' 0.C. 408 12" O.C. 8° WALL (TYP.) — 407 3" CLR. 9° O.C. wVw A 2 IN. DIAMETER TEMPORARY HOLE FOR DRAINAGE SHALL BE PLACED AT SUBGRADE ELEVATION OR A MINIMUM THREE INCHES BELOW ROAD BASE THE HOLE SHALL BE PLUGGED WITH CONCRETE BEFORE ACCEPTANCE OF THE INLET. 3-411 11" O.C. SECTIONS C -C & D -D (DOTTED BARS ARE IN SECTION D -D) 2" CLR. 503 5 Z" O.C. 8" WING FL 402 11" O.C. 401 �J 11" O.C. I 3" CLR. I�- 401 J 11 O.0 U - 9 601 INLET STEPS REQ'D.FOR ALL H > 3'-6" 16" MAX. ll 407 9" O.C. /2" ALL AROUND i 406 L 405 6" O.C. 6" 0.C. SECTION B -B END VIEW 3" CLR. NOTE: MANHOLE RING AND COVER, STATION POINT AND OUTFLOW PIPE SHALL BE LOCATED AT THE SAME END OF THE INLET. CURB INLET — TYPE R 1 OF 2 OWNER/DEVELOPER. R1'rEige COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631.0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBM111/11 1/14/11 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER 10-':41 PROJECT MANAGER: OTL1 DRAWN BY: CHECKED BY:T SHEET TITLE: DRAINAGE STRUCTURE DETAILS (4 OF 5) SHEET NUMBER: DR03.04 2 4 5 7 8 9 3 z a Li w 0 a a 0 N 2 m o 0 < - a a N w o zona U p 3 8 o a a-a A W v w m Gj a o 1 zF� L a a a H G F E D C B 2 3 4 5 7 8 9 10 MARK BAR OR SIZE SPACING TYPE ALL INLETS L = 10 FT. INLETS: H <5 FT. REGULAR INLETS: Fl >5 FT. L = 5 FT. L = 10 FT. L = 15 FT. L = 10 FT. L = 15 FT. NO. REQ'D. LENGTH NO. REQ'D. LENGTH NO. REQ'D. LENGTH NO. REO'D. LENGTH NO. REQ'D. LENGTH 401 4 11° II 15 * 21 285 * 26 * 11 3'-6" * 11 * 402 4 11° II 7 * 13 528 * 18 * 7 * 7 * 403 4 9" II * 4'-0° * 786 4'-0" * 4'-0" * 12 4'-0" * 4'-0" 3.9 334 6.4 571 8.8 803 5-0" 4'-8" 3'-8" 14 11 4.1 354 405 4 6" VI 11 6'-10" 21 3'-5" 6'-10" 31 5-10" 11 4.4 6'-10" 11 5-10" 406 4 6° VIII 7 8'-10" 7 13 13'-10° 7 18'-10" 7 6.2 8'-10" 7 8'-10" 407 4 9" II * 5-10" * 8 10'-10" * 15-10" * 7.8 5-10" * 5-10" 408 4 12° II 3 6'-10° 3 423 11'-10° 3 16'-0" 3 7'-6" 11'-10" 3 16'-0° 409 4 8" II 6 5-10" 6 664 10'-10° 6 15-10" 6 6'-8" 10'-10" 6 15-10" 410 4 11° VII 7.1 684 8.5 927 8'-6" 8'-2" 7'-2" 3 24 * 3 14 411 4 11" II 8.7 944 9'-0" 8'-8" 7'-8" 6'-11" 24 3 24 5-2" 3 10-2" 412 4 11" II 9'-6" 9'-2" 8'-2" 7'-5" 26 23 26 3 6.2 2'-9" 3 2'-9" 413 4 9" II 8'-8" 7'-11° 28 25 27 18 6.4 7 8.0 10'-10" 7 15-10" 10'-6" 10'-2" 9'-2" 8'-5" 28 25 28 18 6.7 527 8.3 759 9.7 1001 11'-0" 10'-8" 501 5 5)" IV 11 3'-4" 22 547 3'-4" 33 3'-4" 22 3'-4" 33 3'-4° 502 5 5%° III 11 11'-5" 17 11'-5" 503 5 5%2. II 5 3'-6" 16 3'-6" 27 3'-6" 6 3'-6" 6 3'-6" 504 5 5%; IX 5 8'-4" 601 6 2)" V 2 8'-10" 2 8'-10" 2 8'-10" 2 8'-10' 4 8'-10" .8[8.5 1 5-10" 1 10'-10° 1 15-10" 1 10'-10" 1 15-10" 2 BPS I ROBS - 4 846, 3 856 - 8 8'AB, 5 BODS - 4 EMS, 3 8185 - 8 8M 5 BOOS - * VARIABLE REFER TO TABLE TWO. I. INCLUDE /4, 18 IN. BARS (SEE CHANNEL LAYOUT). TABLE ONE BAR LIST FOR CURB INLETS. TYPE "R" REGULAR INLETS DROP BOX INLETS "H" LENGTH NO. REQ'D. NO. REQ'D. L = 5 FT. L = 10 FT. L = 15 FT. REGULAR DROP BOX 401 402 410 CONC. CU. YDS. STEEL LBS. CONC. CU. YDS. STEEL LBS. CONC. CU. YDS. STEEL LBS. 403 407 403 407 10 7 3.2 285 5.3 497 7.4 706 3'-6" 3'-2" 2'-2" 10 7 3.4 305 5.7 528 7.9 747 12 9 3.7 326 6.0 559 8.4 786 12 9 3.9 334 6.4 571 8.8 803 5-0" 4'-8" 3'-8" 14 11 4.1 354 6.7 602 9.3 844 5-6" 5-2" 4'-2" 3'-5" 16 13 15 6 4.4 375 6.0 607 7.4 850 5-0° 5-8" 4'-8" 3'-11' 16 13 16 6 4.6 382 6.2 616 7.6 860 5-6" 6'-2" 5-2" 4'-5" 18 15 18 8 4.8 402 6.4 637 7.8 880 7'-0" 6'-8" 5-8" 4'-11" 20 17 19 10 5.0 423 6.6 654 8.0 897 7'-6" 7'-2" 6-2" 5-5". 20 17 20 10 5.3 430 6.9 664 8.3 907 8'-0" 7'-8" 6'-8" 5-11" 22 19 22 12 5.5 451 7.1 684 8.5 927 8'-6" 8'-2" 7'-2" 6'-5" 24 21 23 14 5.7 471 7.3 702 8.7 944 9'-0" 8'-8" 7'-8" 6'-11" 24 21 24 14 6.0 479 7.6 711 9.0 954 9'-6" 9'-2" 8'-2" 7'-5" 26 23 26 16 6.2 499 7.8 732 9.2 974 10'-0" 9'-8" 8'-8" 7'-11° 28 25 27 18 6.4 520 8.0 749 9.4 992 10'-6" 10'-2" 9'-2" 8'-5" 28 25 28 18 6.7 527 8.3 759 9.7 1001 11'-0" 10'-8" 9'-8" 8'-11" 30 27 30 20 6.9 547 8.5 779 9.9 1022 NOTES: FOR L=5 FT., L=10 FT., AND L=15 FT. REGULAR INLETS: TOTAL QUANTITIES NEEDED ARE OUTSIDE THE HEAVY BLACK LINE. DROP BOX INLETS: TOTAL QUANTITIES NEEDED ARE INSIDE THE HEAVY BLACK LINE. STEEL WEIGHTS DO NOT INCLUDE STRUCTURAL STEEL CHANNEL. TABLE TWO BARS AND QUANTITIES VARIABLE WITH "H" 21%g TYPE II f l J000 J70000❑ //-n FLIDO❑❑ 1 I I 1000000 // / I I 'nnnnn CHECKERED TOP DESIGN PLAN VIEW 23/s" X11"fes ELEVATION VIEW MANHOLE COVER (EYP.) 1° 7H _L ELEVATION VIEW WEIGHTS: COVER = 125 LBS. + RING = 135 LBS. MANHOLE RING (TYP.) TOTAL = 260 LBS. TYPE III TYPE IV 31" 41" 29" 501 11• T TYPE V GENERAL NOTES 1. CONCRETE SHALL BE CLASS B. INLET MAY BE CAST -IN-PLACE OR PRECAST. 2. CONCRETE WALLS SHALL BE FORMED ON BOTH SIDES AND SHALL BE 8 IN. THICK. 3. INLET STEPS SHALL BE IN CONFORMANCE WITH PASHTO M 199. 4. CURB FACE ASSEMBLY SHALL BE GALVANIZED AFTER WELDING. 5. EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 IN. CURB AND GUTTER CORNERS SHALL BE FINISHED TO MATCH THE EXISTING CURB AND GUTTER BEYOND THE TRANSIDON GUTTER. 6. REINFORCING BARS SHALL BE DEFORMED AND SHALL HAVE A 2 IN. MINIMUM CLEARANCE. ALL REINFORCING BARS SHALL BE EPDXY COATED. 7. DIMENSIONS AND WEIGHTS OF TYPICAL MANHOLE RING AND COVER ARE NOMINAL 8. MATERIAL FOR MANHOLE RINGS AND COVERS SHALL BE GRAY OR DUCTILE CAST IRON IN ACCORDANCE WITH SUBSECTION 712.06. 9. SINCE PIPE ENTRIES INTO THE INLET ARE VARIABLE, THE DIMENSIONS SHOWN ARE TYPICAL. ACTUAL DIMENSIONS AND QUANTITIES FOR CONCRETE AND REINFORCEMENT SHALL BE AS REQUIRED IN THE WORK. QUANTITIES INCLUDE VOLUMES OCCUPIED BY PIPES. 10. STRUCTURAL STEEL SHALL BE GALVANIZED AND SHALL BE IN ACCORDANCE WITH SUBSECTION 712.06. 23" 24" 23" 2 j4 BARS FOR 5 FT. INLET ONE 1 Z IN. HOLE 29" 24 24" 24" 29" 6•�{ i2"I12"i+-1 � 6• t4 18" \I4 14" 11/2 44 BARS HOLE 3" 6" FOR 10 FT. INLET 11 35° -1 -THREE 1% IN. HOLES 111111. / 3/ 10' 10" 8[85 SECTION AT HOLE (EYP.) 17' 17" 22" 22" 22" 24" 22" 22" 22" 4" 1212" 0 8 I4 BARS FOR 15 FT. INLET 35" 30" 30" 30" 30" 35"-.1 FIVE 1%2' IN. HOLES 15' 10 CHANNEL LAYOUT DETAILS SEE CURB FACE ASSEMBLY ON SHEET 1. TYPE Al TYPE VII TYPE VIII TYPE X 405 VARIES 410 L 2 L �I VARIES 406 BAR BENDING DIAGRAMS (DIMENSIONS ARE OUT -TO -OUT OF BAR) CURB INLET - TYPE R 2 OF 2 OWNER/DEVELOPER: rRRRR� Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.9325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631.0426 Phone No: 866.934.8140 www.8140partners.com PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUT) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: DRAINAGE STRUCTURE DETAILS (5 OF 5) SHEET NUMBER: DR03.05 2 4 5 7 8 9 10 H G F E C B A 2 3 4 5 7 8 9 10 SECTION LINE i\ TOWNSHIP LINE 7 \, hi hhi lb Op CO to Ki F; \ \ RFSP vv AEx1sRo 20 A E v\ 0\5°‘I\ EN \ Mme, \gC. ��A\ EPSOM \ • \ \\ \A,, Vmoo \ \O, EXIST. V\ GLENWOOD, DITCH (TO REMAIN) MEIMEL MMMMMMmon MMMMMMmaql EXIST. BIKE PATH \ \ • 9 \ \ ♦\ • ♦ • • • • \ \\ t TO BE RELO• D PROP. GLE 008 DITCH ( 2: ED) 1 • \ \ ♦ ` \\ \ \ EXIST. GRAVEL \ \ DRIVE \ \ \\ \ \\\ \ \ ' \ • -i—.11 6. m‘ \ FURTHER INVESTIGATION AREA (SEE PRELIMINARY MITIGATION, STEEP TERRACE ESCARPMENT, .440 I SHEET B01.04) MM PUMP 91 MEM 1 — TRIM MBA MEM VMMEA MEME86•I PROP. WATER QUALITY POND MATCHLINE SEE SHEET B01.02 LEGEND r--1 L__J EXIST. SLOPES GREATER THAN 20% HAZARD ZONE 1 (INCLUDING BUFFER) HAZARD ZONE 2 HAZARD ZONE 3 100 0 SCALE IN FEET GEOLOGICAL HAZARDS (EXISTING CONDITIONS) HAZARD ZONE 1 SINKHOLE HAZARD ZONE 1 AREAS ARE WHERE SINKHOLES WERE OBSERVED IN THE FIELD OR ON AERIAL PHOTOGRAPHS. THE LIMITS OF THE HAZARD ZONE WERE BASED ON AN 80—FOOT SETBACK FROM THE CENTER OF THE SMALL SINKHOLES AND AN 80—FOOT SETBACK FROM THE RIM OF THE LARGE SINKHOLES. THE RISK OF NEW SINKHOLES OR EXISTING SINKHOLE REACTIVATION IN ZONE 1 IS HIGH DURING A REASONABLE EXPOSURE TIME FOR THE PROPOSED DEVELOPMENT. HAZARD 7QNF 9 SINKHOLE HAZARD ZONE 2 AREAS ARE WHERE SINKHOLES HAVE NOT BEEN OBSERVED IN THE FIELD OR ON AERIAL PHOTOGRAPHS, BUT ALIGN WITH WELL DEFINED TRENDS OF KNOWN SINKHOLES. IN OUR OPINION, THE RISK OF NEW SINKHOLES IN ZONE 2 IS UNCERTAIN BASED ON THE INFORMATION AVAILABLE AT THIS TIME OTHER THAN THE RISK IS BETWEEN THE RISKS ASSOCIATED WITH ZONE 1 AND ZONE 3. HAZARD ZONE 3 SINKHOLE HAZARD ZONE 3 COVERS ALL PARTS OF THE PROJECT THAT ARE NOT IN ZONE 1 OR ZONE 2. THE RISK THAT A NEW SINKHOLE WILL DEVELOP AT A SPECIFIC BUILDING SITE IN ZONE 3 IS LOW DURING A REASONABLE EXPOSURE TIME FOR THE PROPOSED DEVELOPMENT. THE RISK IN ZONE 3 DOES NOT APPEAR GREATER THAN THE RISK AT EXISTING BUILDINGS AND OTHER FACILITIES IN THE TOWNS OF GLENWOOD SPRINGS AND CARBONDALE AND ALONG THE ROARING FORK RIVER VALLEY BETWEEN THE TWO TOWNS. THE LOW RISK AT A SPECIFIC BUILDING SITE IN THIS AREA IS INFERRED FROM THE LARGE EXTENT OF THE SINKHOLE PRONE AREAS IN THE WESTERN COLORADO EVAPORITE REGION IN COMPARISON TO THE SMALL NUMBER OF NEW SINKHOLES THAT HAVE DEVELOPED DURING HISTORIC TIMES. STEEP TERRACE ESCARPMENT STEEP TERRACE ESCARPMENTS THAT COMMONLY HAVE SLOPES OF ABOUT 60 PERCENT AND VARY FROM 40 TO 80 FEET HIGH ARE PRESENT ALONG THE ROARING FORK RIVER AND THE LOWER REACHES OF CATTLE CREEK. THESE ESCARPMENTS ARE POTENTIALLY UNSTABLE AND IN SOME CASES HAVE BEEN FURTHER DESTABILIZED DUE TO PIPING ASSOCIATED WITH IRRIGATION WATER FROM THE PREVIOUS AGRICULTURAL ACTIVITIES ON THE PROJECT SITE. THE ESCARPMENTS ARE LOCATED ALONG THE WESTERN MOST PROPERTY LINE AND ENCROACH INTO THE RFC CONSERVATION EASEMENT. THESE AREAS CAN CONTRIBUTE TO SEDIMENT PRODUCTION DURING RAIN AND FLOOD EVENTS OR IN ASSOCIATION WITH EXCESSIVE IRRIGATION. ACTIVE STREAM BANKS EROSION ACTIVE STREAM BANK EROSION DURING HIGH FLOOD FLOW IS OCCURRING ALONG THE ROARING FORK RIVER AND CATTLE CREEK IN SEVERAL AREAS WHERE THESE STREAMS FLOW ALONG THE BASE OF THE STEEP TERRACE ESCARPMENTS FURTHER DESTABILIZING THE STEEP TERRACE ESCARPMENTS. THESE AREAS CONTRIBUTE TO SEDIMENT PRODUCTION DURING RAIN AND FLOOD EVENT. THESE AREAS ALL LIE OUTSIDE THE BOUNDARIES OF THE PROJECT SITE WITHIN THE RFC CONSERVATION EASEMENT. NOTE FOR GEOLOGICAL HAZARDS (PRELIMINARY MITIGATION), SEE SHEET B01.04. OWNER/DEVELOPER: Rfzer1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUS) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: HAZARD MITIGATION PLAN (1 OF 4) SHEET NUMBER: B01.01 2 3 4 5 7 8 9 10 2 3 4 5 7 8 9 10 H G FURTHER INVESTIGATION AREA (SEE PRELIMINARY MITIGATION, STEEP TERRACE ESCARPMENT, SHEET 801.04) r � - 11 1 S PROP. GLENWOOD DITCH (PIPED) T MATCHLINE SEE SHEET B01.01 5' • 1` I • \ \ \ 1, \', : r EXIST. BIKE PATH 11 � ;' \1 5 \: \ c,"( E ME NA , Ar ,pG RFA P' .E%SROVJ \ 50 �. \ 6p,SEMM�A • A \\ 7, \ \ '739 ` \ '—EXIST. GRAVEL 0 \ \ DRIVE F E 100 0 100 200 SCALE IN FEET D R INVESTIGATION PRELIMINARY MITIGAT E STREAM C ///ifr.- -AllOP--- -- 6 -. ___ Ac .ETO XIST. BRIDGE QS)BE REMOED) `� 1\\ \,11` `t, , - 6030 WM A 2 3 4 5 • MATCH▪ LINE SEE SHEET B01-03 N M 7 8 9 • 10 OWNER/DEVELOPER: Piv�rEge COLORADO Carbondale Investments, LLC 7999 HWY 82 Phone No: Carbondale, CO 81623 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com 1670 870101701, 9111E 310 DEW, 07101 W 8001 hot 103-761-1510 1W 311-860-7139 KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 3 4/13/15 PUD AMENDMENT SUBMITTAL 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUS) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: HAZARD MITIGATION PLAN (2 OF 4) SHEET NUMBER: B01.02 2 4 5 6 7 8 9 10 FURTHER INVESTIGATION AREA (SEE PRELIMINARY MITIGATION, UTILITIES, SHEET 801.04) .�IN1'b 11_IKi:Nll_ NEM NIMIL C'4UI 11_O.W.119CaN�m - ���� , EMLIMM \Warta 7N1 IMIKOMMIMIGOL ►�>, ma� 7MMENLIMMIRS'OZ\CNN lMIUMNOMMEiEM►GY N311���_11O30� v�MMIiliEMEN1 IMID]!_=_►1NNNN_N MMIIIIMLIIIMULIMMUMMENNEM ���N.NLINN�N1 MMININCOM1i.:.NNN__NNa MIIMMEMIIPAIO=MENNEMEN MEN tN —fiP_NNf]_N1 NIMIMIUMN1NNN —fMaVIMIII119N 1.,.11. 1_11W • 1_d, MATCHLINE SEE SHEET 801.02 PROP. RAW WATER PRE—TREATMENT POND EXIST. A, i I1 1 1 , \ \ \ ', 114 11 1 (1 _' oo N / • • 5' ki S • a 1 NN NiNNLOWNSHIP LINE EXIST 00 N 10,111E4 y X5:11111:- s1 4NNN ,u_l ._1x1 rim r ' — c 11111. MEId IIi211i�a�N NNNNN 16J111'FR111��i� 1111NNNIU . 17_ lCi� _I'J310111W,Wg11NNN RY7MM51CWC11NNNN ..9117161111111111•1•11111111•111E ....•-.ai rrU.r11UU• r■er'oi� NW IrIIIuIii;iJIi� II4 I111111i�ll I:EE:,,,,o,,,,, MATCHLINE SEE SHEET 801.04 100 0 SCALE IN FEET SECTION LINE OW FURTHER INVESTIGATION AREA (SEE PRELIMINARY MITIGATION, (LOTS, SHEET 801.04) EXISTS GLENWOOD DITCH, EXIST. BIKE PATH FURTHER INVESTIGATION AREA (SEE PRELIMINARY MITIGATION, UTILITIES, SHEET B01.04) 1 I ll 1 1 I I 1 1 �I I 1 L-� 1 —II tell 1 ', lI 1 100 200 OWNER/DEVELOPER: RfzerEdge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-00 PROJECT MANAGER: S. OTERO DRAWN BY. C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: HAZARD MITIGATION PLAN (3 OF 4) SHEET NUMBER B01.03 2 3 4 5 7 8 9 10 H G F E D B A 2 5 6 7 8 100 0 SCALE IN FEET 100 200 MATCHLINE SEE SHEET 801.03 EXIST. GLENWOOD DITCH EXIST. BIKE PATH EXISt� 505 EASEME,NT \'. S \'. GEOLOGICAL HAZARDS (PRELIMINARY MITIGATION) LITS LOTS HAVE BEEN CURRENTLY PLANNED TO GENERALLY AVOID HAZARD ZONE 1 AND 2 AREAS. LOTS SITED IN THE VICINITY OF OR WITHIN THESE ZONES WILL BE FURTHER INVESTIGATED (I.E. BORINGS TO EVALUATE FOR SUBSURFACE VOIDS) TO DETERMINE IF A LOCATION SPECIFIC MITIGATION WILL BE REQUIRED. IN THE EVENT THAT MITIGATION TO THE PROPER LEVEL OF PROTECTION CANNOT BE ACHIEVED, THE PRELIMINARILY PLANNED LOT IN THAT LOCATION WILL BE RELOCATED TO AN APPROPRIATE SITE. UTILITIES UTILITIES HAVE BEEN CURRENTLY PLANNED TO GENERALLY AVOID HAZARD ZONE 1 AREAS. AT THIS PRELIMINARY LEVEL OF DESIGN, SHORT UTILITY SEGMENTS DO CROSS HAZARD ZONE 1 AREAS. PRIOR TO FINAL DESIGN, FURTHER INVESTIGATIONS WILL BE PERFORMED AND A LOCATION—SPECIFIC MITIGATION PROGRAM MAY BE DEVELOPED IN COORDINATION WITHIN THE GEOTECHNICAL ENGINEER. BASED ON CURRENTLY AVAILABLE INFORMATION, AT A MINIMUM, THE AREAS WILL BE OVER—EXCAVATED TO A MINIMUM DEPTH OF 5 FEET BELOW THE DESIGN INVERT, SELECT FILL PLACED (COMPACTION AT 95 PERCENT STANDARD PROCTOR) AND A SLEEVED UTILITY INSTALLED. SHOULD INVESTIGATIONS DEEM FURTHER MITIGATION IS REQUIRED TO ACHIEVE THE NECESSARY LEVEL OF PROTECTION; ALL EFFORTS WILL BE BASED ON A GEOTECHNICAL ENGINEER'S RECOMMENDATION, WITH THE FOCUS BEING ON MINIMIZING DAMAGE TO THE INSTALLED UTILITY. IN THE EVENT THAT MITIGATION TO THE PROPER LEVEL OF PROTECTION CANNOT BE ACHIEVED, THE PRELIMINARILY PLANNED UTILITY IN THAT AREA WILL BE REALIGNED TO AN APPROPRIATE LOCATION. DRAINAGF STORMWATER CONVEYANCE CHANNELS AND STORAGE FACILITIES HAVE BEEN CURRENTLY PLANNED TO GENERALLY AVOID HAZARD ZONE 1 AREAS. IN AREAS WHERE SHORT SEGMENTS OF CONVEYANCE CHANNELS CROSS HAZARD ZONE 1 AREAS, FURTHER INVESTIGATIONS WILL BE PERFORMED AND A LOCATION—SPECIFIC MITIGATION PROGRAM WILL BE DEVELOPED. IN ADDITION, IN AREAS WHERE STORAGE FACILITIES ARE LOCATED IN THE VICINITY OF HAZARD ZONE 1 AREAS (NONE ARE CURRENTLY SITED WITHIN THIS ZONE), FURTHER INVESTIGATIONS WILL BE PERFORMED TO DETERMINE IF A LOCATION—SPECIFIC MITIGATION PROGRAM WILL BE REQUIRED. BASED ON CURRENTLY AVAILABLE INFORMATION AND THE PRELIMINARY DESIGN, IT HAS BEEN DETERMINED THAT A BEST MANAGEMENT PRACTICE (BMPS) FOR THESE CONDITIONS, AT A MINIMUM, IS TO LINE ALL MAJOR WATER CONVEYANCE AND STORAGE FACILITIES IN AN EFFORT TO MINIMIZE WATER INFILTRATION. IN THE EVENT THAT MITIGATION TO THE PROPER LEVEL OF PROTECTION CANNOT BE ACHIEVED, THE PRELIMINARILY PLANNED CHANNEL OR STORAGE FACILITY IN THAT AREA WILL BE REALIGNED OR RELOCATED TO AN APPROPRIATE LOCATION. STEEP TERRACE ESCARPMENTS PLANNED DEVELOPMENT WITHIN THE PROJECT SITE DOES NOT DIRECTLY ENCROACH INTO ANY EXISTING STEEP ESCARPMENTS. HOWEVER, IN AN EFFORT TO REDUCE FURTHER DEGRADATION AND INCREASE THE SAFETY OF THE TRANSITIONAL AREAS (I.E. AREAS ACCESSIBLE TO HOME OWNERS AT THE TOP OF THE ESCARPMENTS) THE PRE—DEVELOPMENT RECLAMATION ACTION, AS DESCRIBED IN THE RECLAMATION PLAN, PROPOSES ACTIVITIES TO STABILIZE MANY OF THESE AREAS WITHIN THE PROJECT SITE. ADDITIONAL MITIGATION EFFORTS OUTSIDE THE PROJECT SITE, ON THE RFC CONSERVATION EASEMENT, HAVE BEEN DISCUSSED WITH THE RFC. BASED ON AVAILABLE INFORMATION, MANY OF THESE TRANSITIONAL AREAS HAVE BECOME UNSTABLE OR ARE SINKING PRIMARILY DUE TO WHAT IS KNOWN AS "PIPING FAILURES" (I.E. THE REMOVAL OF FINE PARTICLES). THE LEVEL OF MITIGATION FOR THESE AREAS WILL DEPEND ON THE SITE CONDITIONS (DETERMINED THROUGH FURTHER INVESTIGATIONS) AND LEVEL OF DEVELOPMENT ACTIVITY WITHIN THE VICINITY OF THE STEEP ESCARPMENT. FOR EXAMPLE, IN AREAS WHERE "LIMITED ACTIVITY" OPEN SPACE IS PLANNED, ONE FORM OF MITIGATION FOR THESE AREAS MAY INCLUDE THE EXCAVATION OF THE AFFECTED AREAS, PLACEMENT OF FILTER FABRIC SIZED TO REDUCE THE RELEASE OF FINER PARTICLES, COMPACTION OF SELECT FILL AND ARMORING THE OUTER EDGES WITH ROCK. IN OTHER AREAS WHERE DEVELOPMENT INFRASTRUCTURE IS CURRENTLY PLANNED IN THE VICINITY OF A STEEP ESCARPMENT (NO HOMES SITES ARE SITED NEAR STEEP ESCARPMENTS), MORE ROBUST FORMS OF MITIGATION MAY BE REQUIRED TO ACHIEVE THE NECESSARY LEVEL OF PROTECTION (THIS INCLUDES NOT ALLOWING POND OUTLETS ON UNSTABLE SLOPES). ALL MITIGATION EFFORTS WILL BE BASED ON A GEOTECHNICAL ENGINEER'S RECOMMENDATION, WITH THE FOCUS BEING ON MINIMIZING FURTHER PIPING AND STABILIZING THE ALREADY IMPACTED AREAS TO PREVENT CONTINUED DEGRADATION. IN THE EVENT THAT MITIGATION TO THE PROPER LEVEL OF PROTECTION CANNOT BE ACHIEVED, THE PRELIMINARILY PLANNED INFRASTRUCTURE IN THAT AREA WILL BE REALIGNED OR RELOCATED TO AN APPROPRIATE LOCATION. ACTIVE STREAM BANKS EROSION AREAS OF OBSERVED ACTIVE STREAM BANK EROSION ARE LOCATED ENTIRELY OFFSITE WITHIN THE RFC CONSERVATION EASEMENT. WHILE THESE AREAS DO IMPACT THE STEEP TERRACE ESCARPMENTS, THEY DO NOT GENERALLY PLACE THE PROJECT AT RISK. NO MITIGATION IS REQUIRED. HOWEVER, AS WITH THE STEEP TERRACES, CI HAS PROPOSED TO THE RFC THAT SOME MITIGATION BE DONE TO THESE AREAS TO PRESERVE THE CONSERVATION VALUES WITHIN THE RFC CONSERVATION EASEMENT. APPROVAL OF THE PRE—DEVELOPMENT RECLAMATION PLAN ACTIONS PROPOSED WITHIN THE RFC CONSERVATION EASEMENT WILL BE SOUGHT PRIOR TO UNDERTAKING SUCH ACTIONS. AS PROPOSED, THESE RECLAMATION ACTIONS TO ARMOR THESE AREAS COULD HAVE BENEFIT TO THE ENVIRONMENT AND THE PROJECT SITE BY MINIMIZING THE RELEASE OF SEDIMENT. IF APPROVED BY THE RFC, THESE AREAS WILL BE FURTHER INVESTIGATED AND A DETAILED MITIGATION PROGRAM DEVELOPED. f,FNERAL SEE HAZARD MITIGATION PLAN (REPORT) FOR FURTHER INFORMATION ON HAZARDS AND SEE RECLAMATION PLAN (DRAWINGS AND REPORT) FOR SPECIFIC ACTIONS. OWNER/DEVELOPER: Rf7er1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUB) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: HAZARD MITIGATION PLAN (4 OF 4) SHEET NUMBER: B01.04 2 3 4 5 7 8 9 10 N LA w z a w a r > N d Q • vi O w o Z zoo Y �Y 3 �o N • CLiLJ m z w O0 N a -a H F B A 2 3 4 5 9 10 / t SECTION LINE \ TOWNSHIP LINE 7 \, m m 8. F \ \ RFSP \\ AEXv5\W 0 \ 6X\52 M6NA�� �.. •-..-•. .. • \ \ EXIST. BIKE PATH 1 EXIT. GLENWOOD DITCH. (TO REMAIN) • • PROP. TRAIL END PROP. DITCH I 1 LENWDOD ()CATION EXIST. ULENWOOD DITCH (T BE BE RELOCATED) PROP. RELOCATED GLENWOOD DITCH \ i I I 1 �`O, 11 I � 1, \ 2• PROP. WATER QUALITY POND 1 MATCHLINE SEE SHEET SW01.02 � r GENERAL NOTES: THE PRESENTED SEWAGE COLLECTION AND WATER SUPPLY AND DISTRIBUTION PLAN HAS BEEN DEVELOPED USING ROARING FORK WATER AND SANITATION DISTRICT CRITERIA AND STANDARDS (RULES AND REGULATIONS DATED FEBRUARY 2007). WATER: • 8—INCH MIN. LINE SIZE (DUCTILE IRON PIPE) • 66—INCH MIN. DEPTH OF BURIAL • FIRE HYDRANT SPACING AT 400 FEET MAX. • FIRE HYDRANTS LOCATION IN GARDEN HOME TRACTS ARE SHOWN FOR INFORMATION ONLY. FINAL FIRE HYDRANT LOCATIONS WILL BE DEFINED AT TIME OF FINAL PLAT. • • VALVES ARE NOT YET PRESENTED IN THE PLANS, BUT PLACEMENT SHALL BE AT EVERY INTERSECTION AND AT A MAX. SPACING OF 500 FEET. FINAL VALVE LOCATIONS SHALL BE DEFINED AT TIME OF FINAL PLAT. THE PROPOSED WATER SYSTEM IS DESIGNED FOR MAXIMUM DAY DEMANDS WITH A COINCIDENTAL FIRE FLOW. MULTIPLE PRESSURE ZONES ARE NOT ANTICIPATED, BUT FINAL DESIGN RESIDUAL PRESSURE OF 20 PSI IS PLANNED. SEWER: • 8—INCH MIN. LINE SIZE (P.V.C.) 2.0 F.P.S MIN. PEAK VELOCITY • MIN. SLOPES 8—INCH = 0.004 FT./FT. 10—INCH = 0.003 FT /FT. 12—INCH = 0.0022 FT./FT. • MANHOLE SPACING AT 400 FEET MAX. • AVERAGE DEPTH OF BURIAL PRESENTED IS APPROXIMATELY 12 FT. (SHALLOWEST = 5 FT. AND DEEPEST = 25 FT. LOCATED NEAR CROSSING OF CATTLE CREEK) N 100 0 SCALE IN FEET 100 200 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: OT -RD SHEET TITLE: SEWAGE COLLECTION AND WATER SUPPLY AND DISTRIBUTION PLAN (1 OF 4) SHEET NUMBER: SW01.01 3 4 7 8 9 10 0 LA w En z z Ena a 0- 0- < • a N E o Q O O z DoE o Y • E a- v wwm o Q z - OO 1_ as H G E E D C B A 2 3 4 7 8 9 10 PROP. WATER QUALITY POND • — TS"bri- PROP. RELOCATED GLENWOOD DITCH EXIST. GLENWOOD DITCH (TO BE RELOCATED) MATCHLINE SEE SHEET SW01.01 CG. PROP. TRAIL I ------------ V A\ EXIST. BIKE PATH RFS sp SON PROP. WATER QUALITY POND PROP. WATER QUALITY POND 1 7 1 / PROP'. ' WATERLINE & SEWER' IN REINFORCED CONCRETE CONDUIT PROP. BRIDGE \\ '\ \\ L_ \ ♦ ik \, 1 \BEGIN PROP. GLENWOOD DITCH RELOCATION EXIST. BRIDGE CD (TO BE REMOVED) y�y EXIST. GLENWOOD 1 DITCH 1 �1` (TO REMAIN) I. PROP. SANITARY SEWER FORCE MAIN _L MATCHLINE SEE SHEET SW01.03 100 0 100 200 SCALE IN FEET EXIST., CDOT ROW Md Md PROP. WATERLINE TO PROP, WATER TANK ♦ \ 111) EXIST. BRIDGE (TO REMAIN)J co N OWNER/DEVELOPER: Piver1ttge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com 1670 BAION7. Sint JNn COMM COION00 6307 PMO 105-751-1510 71R 301-860-719 KEY MAP: SH82 oq PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION 3 4/13/15 PUD AMENDMENT SUBMITTAL 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: OTERO SHEET TITLE: SEWAGE COLLECTION AND WATER SUPPLY AND DISTRIBUTION PLAN (2 OF 4) SHEET NUMBER: SW01.02 2 3 4 5 7 8 10 0 LA I w z Z a a a 0 0 N a N 0 Z 0 z o � 0 jj o C- jj EJ oQo z w 0O Loa H G F E D C B A 2 3 4 5 7 8 9 10 RA - 0 -1°.1.°7' MATCHLINE SEE SHEET SW01.02 PROP. RAW WATER IRRIGATION PRE–TREATMENT POND PROP. TRAIL PROP. CONNECTION 1 o RAW WATER v PUMP STATION Ln TO 00 SEE SEWAGE COLLECTION DESIGN REPORT AND SANITARY SEWAGE DISPOSAL PLAN DATED JANUARY 14, 2011 FOR ADDITIONAL INFORMATION ON TERMINUS OF SEWER • EXIST COOT ROW . III 141 EASEMENT posT 5° ', tl 11! II 111!1 II I 4!'11 \I!1 \ 111 O 4 111 1 4 1 100 0 SCALE IN FEET K'0 • ""--- TOWN SIT LINE • N N ME ME .\01 MATCHLINE SEE SHEET SW01.04 EXIST. GLENWOOD DITCH `t EXIST. BIKE PATH 1'I 100 200 OWNER/DEVELOPER: •Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: OT -R.) SHEET TITLE: SEWAGE COLLECTION AND WATER SUPPLY AND DISTRIBUTION PLAN (3 OF 4) SHEET NUMBER: SW01.03 2 4 5 6 8 9 10 H G F E D G B A 3 4 5 7 8 10 MATCHLINE SEE SHEET SW01.03 -- -- �- -- -- -- -- ti` ti EXIST. GLENWOOD DITCH I I ♦) \ I EXIST. BIKE PATH \\ \ \ S N M ssA G y EXIS1s9 50A� , EASEMENT \ •o N • • 100 0 100 200 SCALE IN FEET OWNER/DEVELOPER. r RrerEtLge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631.0426 Phone No: 866.934.8140 www.8140partners.com �s•.Ivo�.,o�l Bari KEY MAP: SH82 ifirpfteA PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: OT=R�� SHEET TITLE: SEWAGE COLLECTION AND WATER SUPPLY AND DISTRIBUTION PLAN (4 OF 4) SHEET NUMBER: SW01.04 2 3 4 5 6 7 8 9 10 H G F E D C B 2 4 5 7 8 10 50 0 N /71(. - INCLUDED IN A SEPARATE PACKAGE PROP. WATERLINE CONSTRUCTION APPROXIMATELY 2000 FEET INCLUDED IN A SEPARATE PACKAGE 10+00 11+00 PW 50 100 SCALE IN FEET HORZ'. 1"= 50' VERT: 1"- 10' 6060 6050 6040 6030 6020 6010 6000 5990 5980 PW PW 11 I PW 12+00 00 go - HYDRANT STA. =14+29.44 OFF.=21 .99' 14+00 N 15+00 -I PW PW PW I I 1 I I I I 5 1 1 PW PW PW PW PROP. 10 -INCH D.LP. (TYP.) 22.50' PIPE BEND STA. -16+14.92 OFF.=8.35' o� 11.25' PIPE BEND STA.=17+01 .44 OFF.=1 2.21' �F NOTES: VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. EXIST. GROUND PROP. GRAD NORM SEWER 30 -INCH RC C76 -A UTILITY CROSSING - C O P. 10 -INCH D.I.P. (TYP.) 0 N 0 0 0 N n N N 07 n Y 01 10 M �n N 'H N 00 0 N N CN O O) CO — N io O 'o 03 a) rt1 r 01 Lc, Y — r') 71) N N Da 7_ 4 0) ,r) 6 d 4 o O cc; a; CO n IH 6 '- It) O 4 '— N IH .— 4 O 03 07 M M 0 03 CO W) co N N N N N N N N O' O 0 0 0 O O O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O COO CO O b 0 b b 10 tD O b 10 0 10 b 10 b 10 10 (0O 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 6060 6050 6040 6030 6020 6010 6000 5990 5980 OWNER/DEVELOPER: COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 1s•. 1olun.ng1 eun H)1 8140 Partners, LLC PO Box 0426 Eagle, CO 81631.0426 Phone No: 866.934.8140 www.8140partners.com 1671 8735687. 3070 .3400 02818, 020014/00 8202 Pbme 303-764-1520 FAX: 703-860-7139 KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 3 4/13/15 PUD AMENDMENT SUBMITTAL 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: RIVER EDGE DRIVE (EAST) SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE SHEET NUMBER: SW02.01 2 4 5 7 8 9 G F E D C B 3 4 5 7 8 10 6050 6040 6030 6020 6010 6000 5990 5980 5970 5960 N N -r 1 1 , L 1 SSS -MH -N50 STA.=1 1 +78.41 OFF.= -2.07' 22.50' PIPE BEND STA. =1 1 +78.22 OFF.=1 1 .72' 13*0 SS -MH -N48 STA.=15+44.28 OFF.= -8.50' 115+00 14+00' SS -MH -N44 STA.=1 6+49.66 OFF.= -8.49' 16 00 17+00 PROP. 8 -INCH PVC (TYP.) ` t 00 19+0E 1= 22.50' PIPE BEND STA.=1 1 +08.20 OFF.=8.99' 1.25PIPE BEND TRAILSIDE DRIVE'\ STA.= 12+27.07 i OFF: 1 4.33' I I i l HYDRANT _.I, II STA.=1 1 +78.22 OFF.=22.00' HYDRANT STA. =1 4+93.46 0FE.=22.00' lT TEE PIPE BEND STA.=1 6+39.45 OFF.=15.17' r�r HYDRANT STA.=17+87.1 1 0 FF.=22.00' w z J 2 PROP. 8 -INCH U D.I.P. (TSP.) .7c NOTES', I. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. / T 50 0 SCALE IN FEET HORZ: 1"= 50' VERT: 1"= 10' SANITARY SEWER 10 -INCH PVC SDR 35 UTILITY CROSSING EXIST. GROUND 'ROP. GRADE ST RM SEWER 36 -INCH RC C76 -A UTILITY CROSSING T J STORM SEWER 36 -INCH RC UTILITY GER, 3.150 - PROP. 8 -INCH D.I.P. (TYP.) L=92' S=2.00% DIA.=B" MATL=PVC-SDR 35 z Cc 0 9 0 o 0- rnN or)rn Z ' o p i; 1,6-0, O tOD 21 I II 2- w o 0 Tw z o E- z o O z z =267' S=1 .80% DIA. =R MATL.=P✓C_SDR 35 tN C., N ."3W to cf 0 )/ ' 0 s0 s 10 co 0 v tG LO co CO CO N T+ to m G O N N LO 0 10+00 11+00 12+00 13+00 0 - n 0 14+00 r M co 00 .10 z ft d L=1 7' S-:009 DIA. 8" MATL.=PVC-SDR 35 177 SANIIAkY SLWLR 8 -INCH PVC SDR 35 UTILITY CROSSING z N 0 0 N Ol co - 00 01 0' 0 L=a -1 S-' L7" MATL.=PVC-SDR 35 ,..... N c V CO N, O Cr!. CO. N. O Y 0 N 0 N NNN N 0 N N N N O 0 0 0 0 0 0 ,, (o (o 1 to (0 to (0 to (0 FO (o ro 15+00 16+00 17+00 18+00 19+00 6050 6040 6030 6020 6010 6000 5990 5980 5970 5960 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUB) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: ,T=EC: SHEET TITLE: TRAILSIDE DRIVE SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE (1 OF 3) SHEET NUMBER: SW02.02 2 4 8 9 0 0 LA w w Cl N a a a M O N No_ co o a o N g�wo zN Y �Y 3 �0 0 N r o a w a A V N ro w m QoON zF1 0 0 0 a aa H 0 F E D C B 2 3 4 5 7 8 9 10 50 0 50 100 SCALE IN FEET HORZ: 1'= 50' VERT: 1"= 10' 6040 6030 6020 6010 6000 5990 5980 5970 • • • • FUTURE SANITARY CONNECTION SS -MH -N45 SS -MH -N46 STA.= 19+53.97 STA.=21 +63.66 OFF.=2.65' OFF.=2.65' 20+00' 21+00 • L J too PROP. 8 -INCH PVC (TYP.) SS -MH -N47 STA.=24+82.96 OFF.=2.65 124+00 2500 SS -MH -N26 STA.=25+33.00 =.=2.65' +; 26+0d} SS -MH -N25 STA.=26+94.65 OFF.= -14.04' PROP. 8 -INCH D.I.P. (TYP.) T HYDRANT STA. =21+47.11 OFF.=22.00' TRAtSIDE ill Lt D I0 U 1VE TT HYDRANT STA. =24+54.57 OFF.=22.00' tt rLLt NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. 11.25' PIPE BEND STA. =26+26,02 OFF. =13.82' 1t 11.25' PIPE BEND STA.=26+77.46 OFF.=13.66' 25' PIPE BEND STA.=27+ 68.06 0 FE.=8.60' HYDRANT STA.=27+86.86 OFF.=21 .98' , 1 1 .25' PIPE BEND STA.=28+41.61 // OFF. =15.17' i/ /1 \ // 00 SS -MH -N24 STA.=28+70.30 OFF.= -10.00' '‘.00 TEE PIPE BEND 11.25' PIPE BEND STA.= 29+36.84 OFF.=12.49'/ 1OFF.=16.37' .41 W�Cr^ STA.= 28+92.89 1V szr 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 6040 6030 6020 6010 6000 5990 5980 5970 OWNER/DEVELOPER: Rivei1!dge\ COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970,456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631.0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C LOWRY CHECKED BY: 2[21, , SHEET TITLE: TRAILSIDE DRIVE SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE (2 OF 3) SHEET NUMBER: SW02.03 2 3 6 7 8 9 EXIST. GROUND PROP, GRADE I — _ — — I - - L=161' - -.- -� S=1.50% IA. L=173' c-1.° S=2.00% DIA.=$ SDR , :-�.. D.LP. (TYP.) MATL=PVC -8,• -SDR 35 % DIA. -8" MATL- MATS =PVC 35 L=106 S=1.50% DIA. =8" I L-206, _ S 1.50% A.=8" SDP 35 MATL.=PVC -35 MATL.=PVC-SDR 35 N MAIL.= VC 145 z z cit in in .:� N Is a M) N o O N civ N a N <t a) co cd O o I co d' in N o N O o N 0s) o1 o r N M _ �N d' O N ifJ IF N �o '- 0 N o - H N 6' NO - M N•too N't'0 o II I- .. II Z W N N N � NOOS „000 II + . 11 II II 0 Z N N =°J U' tea¢ d S Z O N S Cl O Cl N O 0 II s N 20 II f b 1 N II z Z 1- 00 N _ f�_� N ,- p N 0 0 4o o II 1 0 Z N 1 N N o' N 0 0 +00O II — II SII O N g„ II cl w (N -0=1_N O 0 '> Z II d I �wzz0 1, ( Cl> >> VI O Z Z Z II1 II II 1 ( � !n a w0N11 'N -I wO N> II'0)/ N> z to d Z (1 II o 4J_Q 11 0100 „N>> K Z Z N II II IFw?O , > > O1 O- ^ N 01 - m < N 01 Ot nochf. V N 0) N N N OO00 0 O Ot Y ^ ^i 01 Co < a '0 N 0. '0 n O '0 N N N 0 m ,n f 01 w d' .- N N N N 00 00 N Cl OOO0ODO00 Io Oto N N N N N N O N le,/ N N N N 10 0 N N N N 0 00 M) N N 0 r7 �t N N t0 010 M COO QN N 000000C So N N N) r') + N N N— N O N , N �i N N N— N N CO N N 000 N N N N oto10 N N N Np N N 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 6040 6030 6020 6010 6000 5990 5980 5970 OWNER/DEVELOPER: Rivei1!dge\ COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970,456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631.0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C LOWRY CHECKED BY: 2[21, , SHEET TITLE: TRAILSIDE DRIVE SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE (2 OF 3) SHEET NUMBER: SW02.03 2 3 6 7 8 9 H F E D C B I 2 I 3 4 5 7 8 9 10 Z 50 0 50 100 SCALE IN FEET HORZ'. 1"= 50' VERT: 1"= 10' 6040 6030 6020 6010 6000 5990 5980 5970 HYDRANT STA.=33+22.78 OFF.= -22.00' 11.25' PIPE BEND STA.=33+07.09 OFF.=14.02' SS -MH -N2 STA.=32+83.79 OFF.= -14.22' 11.25' PIPE BEND STA.=34+00.02 OFF.=13.93' SS -MH -N20 STA. = 33+69.78 OFF, =-14.21' 34+001 PROP. 8 -INCH �0 ..• ' �' �1' ' i• i -- �� 11.25' PIPE BEND PVC (TAP.) .� - �' � STA.=34+45.98 SS -MH -N22 STA.= ' OFF.=13.73' OFF.= 10.33' e• i _ /%11.25' PIPE BEND � N � STA.=34+89.75 SS -MH -N23 (A0 -ice ��-�C.A "' ; �OFF.=13.78' D 1 OFF.= -10.33' n 30+00 -1"11° \ SS -MH -N19 STA.= 34+47.28 OFF.— 1 4.24' :L SS -MH -N18 STA.=35+27.55 OFF.= -14.38' SS -MH -N17 STA.=35+73.63 36 OFF. -=11.83' X HYDRANT S. �0 STA.=35+89.41 OFF.=20.50' STA.=29+83.73 1 D tJ (O i O 11.25' PIPE BEND STA =33+52.44 OFF. =14.01' HYDRANT STA. =31+86.58 OFF. =22.00' 25' PIPE BEND STA.= 31+17.40 OFF.=1 7.10' PROP. 8 -INCH 11.25' PIPE BEND D.I.P. (TAP.) STA. =30+14.08 \00-4 OFF.=1 6.55' 8"x10'k10"x10" CROSS ••• STA.=37+14.12 OFF.=1 1 .92 V 'lr 2'• NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. L. • " 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 6040 6030 6020 6010 6000 5990 5980 5970 OWNER/DEVELOPER. Ede COLoRAD0 Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone Na: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631.0426 Phone No: 866.934.8140 www.8140partners.com 1s•.Ivo�.,o�l can KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: SHEET TITLE: TRAILSIDE DRIVE SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE (3 OF 3) SHEET NUMBER: SW02.04 3 4 5 7 8 9 10 1 XIST GROULD �— _-- _ -PROP. GRAD`---- --- -_— --_ _ -- PROP. 8 -INCH SANITARY SEWER \ D.I P. (iYP.) 8 -INCH P/C UTILITY SDR 35 CROSSINGS POTABL- WATER STORM SEW R I IIIii.....__ 10-INCH UTILITY CROSSING DIP.30-INCH Rq C76 -A UTILITY CRO SING L=109' S=1.00% L=17$' �`nel DIA, =8" MAIL=PVC- DR 35 5=1.0 DIA. -2" MATL.=PVC-SDR % 35 1 DIA.=.08 :DI 5=1.75% L-8 1 �. L=44' MAIL=P=VU-SDR0% 35 MATL.= _8., VC -SDR 35 DIA. --=8. ATL.=PVC-SDR 35 S=1.82% DIA=8" MATL.=PVC "w SDR 35 4i,% L=16 /' S=3.08% z o o � <I- 1� O -cii o o � � N W N O Q3 6> r z _�z 15Q N = N ,6-: N � v � N N N rn '� z M o� - 7 0 N ._ - z z- MATL=pA'-8" _ °? rn Cl C -SDR 35 1r) O N ^_ r7 N O O m u1 c0 o� -MH -N O. N"- cp 00 co II I Z� - Z.N• M O� O� O M O [O 0 0o z +oco co II _ II II Z s�a ( </ f- 0 M N O c0 m II z Z..r z+a �n a co Z m N O cD 0 0o II II z� �n M d. O r N O t0 a II + 0 CC II z z Z z �� _�. M.O Z M N r` r'1 O cp M OJ O O.� N 00 < •000 +a II z +� II II z� II zz� w -� 1 g» z z_ Cl'II IIw6O II ¢ LL g>> o 0% z z CrI II o Ti'JI Ilw-O 0 > o z z NII II Ilw_O � � �>• to 0 SII > II z_z o Ilw - o �jl'llw-O 0 )5>>> II o z z o NII Il,71_,o 0 u- >> II ¢ w>>>.> 0, w z z ocr, o z z CO 0 e7 n m N p rn.O 01 10 N N O.N O M 0 M b �n t0 N A O1 N if1 aU O co N N N [U N N N _ O 0 — [U N N 0 0 10 010 0 N 01 d' N N N 0 0 0 0 01 0) ADD N 0 0 0 N � b � 1f1 1' N N N N 0 0 0 0 0 EIS 00 0 t Cr /../ � N C) N N N 0 0 0 0 0 0 e .- Mie � O N 0) N N O 0 0 0 0 0 0 0 ID ID 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 6040 6030 6020 6010 6000 5990 5980 5970 OWNER/DEVELOPER. Ede COLoRAD0 Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone Na: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631.0426 Phone No: 866.934.8140 www.8140partners.com 1s•.Ivo�.,o�l can KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: SHEET TITLE: TRAILSIDE DRIVE SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE (3 OF 3) SHEET NUMBER: SW02.04 3 4 5 7 8 9 10 LA ITL w N w z a a a 0 rn N � m j o n � w o o z o � g U p 3 8 a w Q A wm>- zF� 0 0 0 wl Iia as H G F E D C B 2 3 4 5 7 10 50 rt 11.25' PIPE BEND STA.=33+30.75 OFF. -10.00' HYDRANT STA. -33+14.44 OFF.=21 .99' SS -MH -N42 STA.=33+ 33.97 OFF.= -13.87' 33+00 • 11.25' PIPE BEND STA.=32+70.59 ,'. 0 FF. =11.23' `,1 I PROP. 8 -INCH 11 PVC (TYP.) i 34+ dn ('11.25° PIPE BEND '1 STA.=34+16.08 OFF.=8.41' TEE PIPE BEND STA.=34+38.14 OFF.=9.40' N I i', V) II0- I I 1I0° li SS -MH -N41 f STA.=34+94.91 1/ OFF.= -14.44' 3s 00 a • / 11.25' PIPE BEND 1 STA.=35+01.69 0 FF.=3.37' SS -MH -N40 STA.=36+22.1 6 OFF.= -10.93' SS -MH -N39 STA.=38+43.97 37+00 OFF.=1.65' • ♦ SS -MH- N43 STA.=30+00.00 OFF.= -14.54' HYDRANT v STA.=30+16.43 0 FE.=20.65' STUB OUT STA.=30+00.00 0 FF.=15.17' HYDRANT STA.=36+87.81 OFF.=22.00' 11.25' PIPE BEND STA. = 36+81 .56 OFF.=1 5.08' TEE PIPE BEND STA.=38+24.85 OFF.- 15.08' 0 50 100 SCALE IN FEET HORZ: 1 50' VERT: 1"= 10' 6030 6020 6010 6000 5990 5980 5970 5960 NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 1_ 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 6030 6020 6010 6000 5990 5980 5970 5960 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631.0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C LOWRY CHECKED BY: SHEET TITLE: ELK TERRACE STREET SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE (1 OF 3) SHEET NUMBER: SW02.05 2 3 4 7 8 9 GROUdD PROP. GRADE--— --'____-- — P -BLE WATER 10 -INCH 10 UTILITY CR SS_jLG .I. DP. lEXIST. POTABLE WATER 8 -INCH D.I.P. UTILITY CROSSING I --- -- =333, PROP. 10 -INCH =200% D.I.P. (TYP.) MgTL.=PVC-SDR DIA. -8 35 5=1.60% MATI -PVC L=183' DIA. =8" Ll L=122' S=1.00% �U MATL.=PVC-SDR L=216' 8---,-1.00% DIA.=8" 35 t .,DR 35 IA.=8 MATL.=PVC-SDR 35 vc -Z-',-;',- in vo w i "1 zoy-r�o ' i, `r I, 0 , N N z°i. (N �O o N 'n o w ro z°'y �, o O °. o of iY oo o v O co a �a N M ,n n °( z°i ago To n m = 0. o -,1- O O N cv = I 1--,',5-I---D— O N S co } � T, II o II z r,omo W' + rM r� N o co m coo II III II - s o�n V N O �p + a ,, coo II e JI II I° z 2 .;.l��o m + o coo co III o 1II 8 II II z ro`' o M_ co + N S II i ro cO JI I aro ai O- S + - ' II rn II N I II w O t~n P o Z NI �- SII I N w LA O z z N O II w z 0 u~i O Z% N a II II w N o—% L a z N 2 II1 II '�' 0 N ') 16 E II II w 0 N O Z V' rn O1 YJ rn 1� rn O1 pp n < M 01 M -O- f� r` 01 Y e9 r of O M vi 10 " a N N Y n . 01 .. . N O n 01 - t0 O N '0 D7 N (e 0D (e co O (� co rn0 o (N- co O 0 (0 01 N (e 01 O (S 01 N (N 01 : N ,� N N �N N 0 '.'10 X10 (N 0 ��� �� N N c� N N "cls m� N �� ^1 N 0 ,:08. 1 N N o� �8 (N 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 6030 6020 6010 6000 5990 5980 5970 5960 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631.0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C LOWRY CHECKED BY: SHEET TITLE: ELK TERRACE STREET SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE (1 OF 3) SHEET NUMBER: SW02.05 2 3 4 7 8 9 H F E D C B 2 3 4 5 7 8 9 10 77 I SS-MH-N37 STA.=40+89.77 1 OFF.= -1 2.08' 1 ,,,40+00 __,'' l_--- - S r z - m1 50 0 50 100 SCALE IN FEET HORZ: 1'= 50' VERT: 1"= 10' 6030 6020 6010 6000 5990 5980 5970 5960 DI� LA 4- LP O 41$00 SS -MH -N36 STA.=44+88.38 OFF.= -3.56' ; ;EL7_7:77_7:7. _TER, (7. - _ 22.50' PIPE BEND 1 jA C S.' S __ STA.=40+89.71 I , REET OFF.= 0.41' II H 11.25' PIPE BEND I'I y) �- a STA.=43+69.61 iGO ;'I OFF.=12.05' GDi - GO '11i717- -�I— PROP. 8 -INCH SS -MH -N35 I, PVC (TYP.) STA ,=47+14.93'II 49 'IO0 46+jt j OFF.= -2.75 I 'I -� '1417+00 48+00___-______ IAd ��� Md "� Z 184 --- 17- tJ 11.25' PIPE BEND STA.=43+87.35 OFF.=15.08' HYDRANT STA.=44+60.48 OFF.=21 .99' - -_ ___ 11.25' PIPE BEND STA.=46+62.34 OFF.=15.48' PROP. 10 -INCH D.I.P. (TYR) HYDRANT STA. =49+08.26 OFF. -22.00' GQ NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. O 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 6030 6020 6010 6000 5990 5980 5970 5960 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970,456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL 1/14/11 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: SHEET TITLE: ELK TERRACE STREET SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE (2 OF 3) SHEET NUMBER: SW02.06 4 7 8 9 • RS" DE I I PROP. 10 -INCH D.LP. (TYP.) L=396 5=1.505 ID=SS-MH-N37 DIA.=8' ATL.=PVC-SDR 35 L=227 — — DIA.=8' MATL.=PVC-SDR 35 L=252' S=1.00% J DIA MATL.=PVC-SDR 87' 35 <om z "' �N iia,. 4944- ,-9 z ,,T7, 'co 4, -,45ro = +'n. + M ", II -, JI II 1 =+r'+ 7 N m m II r N II II , I f to N (� .:r, 70 w�zZ N II II w7o „.< L- Or D) N Y N or N V r` N M O M O - N Or N ,OM 04________ N Y -MN N Or T .{o— N N C- m .- ,— o Flo a,0 28 FS -, to ,w In m to N to �o H O 00 �o tD Y d- �o �o .i0— f C. M � M ''&') N o :'o .3 mo mo b -, tp ,0 Io 0 0 2 - Or O 2 d no mo ,w N to 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 6030 6020 6010 6000 5990 5980 5970 5960 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970,456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL 1/14/11 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: SHEET TITLE: ELK TERRACE STREET SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE (2 OF 3) SHEET NUMBER: SW02.06 4 7 8 9 H G F E D C B 2 3 4 7 8 9 10 50 N 0 50 100 SCALE IN FEET HORZ: 1'= 50' VERT: 1"= 10' MpSCH�\t� 22.50 PIPE BEND STA.=49+74.18 O FF.=13.37' SS -M H -N34 STA.=49+80.89 OFF.=4.73' 5I 4 1 O 50/ © PROP. 8 -INCH PVC (TYP.) li SS -MH -N7 STA.=51 +40.47 OFF.=0.31' =PROP. 10 -INCH PVC (TSP.) T-.) - /{: 22.50' PIPE BEND STA.=54+21 .70 OFF.=8.12' 5.5k00 54+00 / / \`\ 22.50' PIPE BEND , \\ STA.=53+82.66 ' OP. `v OFF.=11.30' PROP. 8 -INCH \ \ D.I.P. (TSP.) \ \\I \\Z , \ 22.50° PIPE BEND STA.=49+89.88 OFF.=15.09' 22.50' PIPE BEND STA.=50+33.57 OFF.=15.09' SS -MH -N33 STA.=50+56.09 22.50' PIPE BEND STA. =50+68.45 OFF.=1.12' OFF.=15.09' PROP. 10 -INCH D.I.P. (TSP.) 6030 6020 6010 6000 5990 5980 5970 5960 11.25' PIPE BEM STA.=51+12.05 OFF.=15.08' SS -MH -N6 STA.=51 +67.03 \�\\, OFF.=0.25' STA.=52+03.64 OFF.=26.65' TEE PIPE BEND STA.=51+92.47 \o OFF.=15.08' ‘‘.‘743 O2, 'L NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. \\ II I) I� - ----- TEE PIPE BEND STA.=55+56.76 OFF.=8.04' 1\ LAX 48 - STORM SE NCH RC C7 ILITY CROSS PROP. GRAD _I I II,I I PRO -D �I(TYP.) L=72' S=1.00% DIA.=8" MATL.=PVC-SDR MAIL.=PVC-SDR 35 M O o N 10 N O O O m d' 0 N O 010 16 m L=23' S=0.40%' DIA.= 10" M TL.=PVC-SDR 35 w N II II 01 o � Z SANITARY SEWER. 10 -INCH PVC SDR 35 UTILITY CROSSIN O 0 a o n 0 b m M 0 0 010 a 10 n.01 N ui O 10 N O 0 m 50+00 51+00 52+00 53+00 54+00 55+00 56+00 6030 6020 6010 6000 5990 5980 5970 5960 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: '._vT-R;': SHEET TITLE: ELK TERRACE STREET SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE (3 OF 3) SHEET NUMBER: SW02.07 2 4 5 6 7 H F E D C B 2 3 4 5 8 9 10 50 0 i- W' i W' I— V) W U W I— Y J IMORAIN_ COURT 00* 8"x10"x10"x10" CROSS STA.=28+1 1.47 OFF.= -13.85' TEE PIPE BEND STA.=20+15.08 OFF.= -15.08' PROP. 10 -INCH D.I.P. (TYP.) HYDRANT STA.=24+48.00 OFF.= -22.00' 2G$}00 TEE PIPE BEND STA.=25+35.59 OFF.= -15.08' 11.25' PIPE BEND STA.=26+98.36 OFF. =-10.9 6' 11.25' PIPE BEND STA.=26+48.84 OFF.= -11 .91' F SS-MH-N1B STA. =28+ 22.30 OFF.=1 0.78' 50 100 SCALE IN FEET HORZ: 1 50' VERT: 1"= 10' 6030 6020 6010 6000 5990 5980 5970 5960 5950 T - -RIVER EDGE DRIVE HYDRANT - SS -MH -N5 PROP. 10 -INCH r SS -MH -N4 STA.=22+14.26 PVC (TYP.) STA.=25+14.26 OFF.=9.83' OFF.=9.08' STA.=20+26, 25 OFF.= -26.25' SS -MH -N6 STA.=20+00.25 //, OFF.=10.36' I• A� C -'W- -PW L MW T MICA 'COURT j SS -MH -N3 STA.=26+47.89 OFF. =12.08' SS -MH -N2 STA.=26+98.73 OFF.= 13.09' GD 11/4\ 'Vs •/• PW rw NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. n 'OTABLE WAI ER 10 -INCH D.I.P. UTILITY CROSSING PROP. GRAD EXIST. GROUND POTABLE WATER 8 -INCH D.IP. L=210' STORM 'SEWER 48 -INCH RC C76 -A UTILITY CROSSING POTABLE WATER 10 -INCH D.I.P. UTILITY CROSSING DIA.=10 MATL.=PVC-SDR 35 L=296' S=0.40% DIA =10" MATL.=PVC-SDR 35 7 I 1n U) 0 N o_ 0 0 ,r4 ID COD 6N O ES M 0 ON U- N S E2 0) U) [0 b o_ tO 0 1 0 0 L=131' S=0.40% DIA. -10" MATL.=PVC-SDR 35 %7 5=0,40% DIA.=10" MATL.=PVC-SDR 35 L=121' S=0.40% DIA.=10" MATL.=PVC-SDR 35 L=9 S=2.00% IA -1 MATE.=PVC-SOR 35 N O 100 O 00 10110 OO O O 0 o m m 0 , 100 r Oi 7 A O M o O 0 0 O 6) W R8 O CO 0 cotO 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 6030 6020 6010 6000 5990 5980 5970 5960 5950 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com to•Irtml et. KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (POD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: RIVER EDGE DRIVE (WEST) SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE SHEET NUMBER: SW02.08 2 4 8 9 10 UTILITY CROSSING _ PROP. D.I.P. 10 -INCH (TYP.) L=210' STORM 'SEWER 48 -INCH RC C76 -A UTILITY CROSSING POTABLE WATER 10 -INCH D.I.P. UTILITY CROSSING DIA.=10 MATL.=PVC-SDR 35 L=296' S=0.40% DIA =10" MATL.=PVC-SDR 35 7 I 1n U) 0 N o_ 0 0 ,r4 ID COD 6N O ES M 0 ON U- N S E2 0) U) [0 b o_ tO 0 1 0 0 L=131' S=0.40% DIA. -10" MATL.=PVC-SDR 35 %7 5=0,40% DIA.=10" MATL.=PVC-SDR 35 L=121' S=0.40% DIA.=10" MATL.=PVC-SDR 35 L=9 S=2.00% IA -1 MATE.=PVC-SOR 35 N O 100 O 00 10110 OO O O 0 o m m 0 , 100 r Oi 7 A O M o O 0 0 O 6) W R8 O CO 0 cotO 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 6030 6020 6010 6000 5990 5980 5970 5960 5950 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com to•Irtml et. KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (POD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: RIVER EDGE DRIVE (WEST) SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE SHEET NUMBER: SW02.08 2 4 8 9 10 H G F E D C B 2 3 4 5 6 7 8 9 10 50 0 50 100 SCALE IN FEET HORZ: 1"= 50' VERT: 1"= 10' 6060 6050 6040 6030 6020 6010 6000 5990 5980 CC %I 0 it it WII I 011 I 4.4 I J III I- III I-- II \ II\ /1 // 7/ // ' ill II II\ 90' PIPE BEND STA.=20+ 10.33 0 FE.=15.08' /7 SEE SHEETS SW02.12 AND SW02.13 FOR SANITARY SEWAGE PLANS AND PROFILES \11.25' PIPE BEND STA.=21 +68.46 OFF.=14.07' 0 V 22.50' PIPE BEND STA.=22+17.99 OFF.=10.00' 22,50' PIPE BEND STA, =22+90.74 OFF.=0.00' PROP. 10—INCH D.I.P. (TYP.) I It NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. 20+00 21+00 22+00 23+00 24+00 6060 6050 6040 6030 6020 6010 6000 5990 5980 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C LOWRY CHECKED F": THF SHEET `II SOPRIS VIEW DRIVE SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE SHEET NUMBER: SW02.09 2 3 4 5 7 8 9 10 EXIST. GROUND r.. / ./ RADE 7 \0INCH D.I.P. (TYP.) SANITARY 8—INUT SEWER ILITYPVC CROSSINGSDR35 d -M ro0 roCpI u10 - O) • N— tD Oi c0 N— 0 co; N. N N I . NG ' Ei I — G G W' 1\ ai 20+00 21+00 22+00 23+00 24+00 6060 6050 6040 6030 6020 6010 6000 5990 5980 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C LOWRY CHECKED F": THF SHEET `II SOPRIS VIEW DRIVE SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE SHEET NUMBER: SW02.09 2 3 4 5 7 8 9 10 H G F E D C B 2 3 4 5 7 8 9 10 50 0 50 100 SCALE IN FEET HORZ: 1'= 50' VERT: 1"= 10' 6040 6030 6020 6010 6000 5990 5980 5970 • H w w I— CM w W I G N `. • • • • • N, A • \;2 // ' \�� \' i �c 11+00 12+00 13+00 14+00 15+00 16+0�, ,,��.� �' ORAIN COURT = L------------------------------– I--� ,---�--� --_ ------ \ —1-- _ �1 \ TT'' HYDRANT ,` D D D F�------ STA.=17+22.43 \1 SS–MH–N29 PROP. 8–INCH SS–MH–N28 SS–MH–N27 it STA.=10+59.61 PVC (TYP.) STA.=14+59.61 STA. = 16+20.03 OFF.=17.00' 1 OFF.=0.84' OFF.=0.84' OFF. =9.68L \\\ I1 // // // / NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. A 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 6040 6030 6020 6010 6000 5990 5980 5970 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: �Iv��aloma� 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PLAN AREA SH82 PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUS) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED E9 OT=EC: SHEET TITLE. MORAINE COURT SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE SHEET NUMBER: SW02.10 3 7 8 10 o o (.nO> Z m N 1I o fo`\ so E I 0 01 O A 0Om Z m D EXIST. EXIST. GROUND L-396' S=1.30% MAIL.–PVe�DR 35 LT�� L=158 S='rOD DIA. --a MATL.=PVC–£ w To i� a a, Mm z `° o o a, g1oo? IIS z m m Ni z _– N o m 0 o ro Ji 7� 0v n LA II II 0 0 o �. 9 o: ? 0 )(u A II w- 6 , o ,, zz N n av o _o N a C '0 inn T,'0 0, b Lr) `- O 0 o to 4 0 0 0 . H. 6 c., 6 •I N N .- CO �o 2- o 0 a>(0 - - O •H st a ^ M) _! N) Ni C o � o N- o 0 o b SIO 0 0) 02 0N CO 10 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 6040 6030 6020 6010 6000 5990 5980 5970 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: �Iv��aloma� 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PLAN AREA SH82 PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUS) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED E9 OT=EC: SHEET TITLE. MORAINE COURT SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE SHEET NUMBER: SW02.10 3 7 8 10 G F E D C B 3 5 7 8 9 10 50 0 N 50 100 SCALE IN FEET HORZ: 1'= 50' VERT: 1"= 10' 6030 6020 6010 6000 5990 5980 5970 5960 5950 RIVER EDGE DRIVE II 'I I I iTEE PIPE BEND O,, STA.=30+13.39 DEF.= -3.62' 31+00 SS -MH -N4 STA.=36+68.06 OFF.= -10.67' SS -MH -N32 STA.=31+28.76 OFF.= -10.67' 32+00 _ —- MICA 'COURT 22.50' PIPE BEND ------------- STA.=35+95.85------- -� -. _OFF,=10.70'��p.GD SS -MH -N30 _------ STA.=35+70.87 OFF.= -6.53' GO 11W G6 11.25' PIPE BEND STA.=30+97.67 OFF.=0.00'' 22.50' PIPE BEND STA.=30+54.85 OFF.= -1.97' PROP. 8 -INCH D..P (TYP.) I HYDRANT STA.=33+06.44 OFF.=16.00' L7 SS -MH -N31 STA.=35+07.98 OFF.= -3.04' 45.0' PIPE BEND STA.=35+07 96 OFF.=8.79' 22.50' PIPE BEND i STA.=35+52.71 OFF.=5.88' "•- • • • /• �'. . .. • • %' /• • att. GD GD. GD GD GD GD `, NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. I/ • 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 6030 6020 6010 6000 5990 5980 5970 5960 5950 OWNER/DEVELOPER, Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/B/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (POD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C LOWRY CHECKED B'9 ;TEE E SHEET TITLE: MICA COURT SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE SHEET NUMBER: SW02.11 2 3 4 5 6 7 8 9 10 PROP. GRADE I PRO=.. 8 -INCH D.I-P- 'TYBT - A - STORM SEWER - - --�- -_ 48 -INCH R7 CROSSING C76 -A — I _ MATL.=PVC-S — — L=373' 5=2.009, DIA . = g " R _ - _ UTILITY r � / \ - — L_.SANITARY L=91' ---7:1-.--"--„,,,R_ EXIST GROUND II -' 52.00% DIA.=B• MATL.- S 2.009 DIA 445" SEWER 10 -INCH PVC UTILITY CRO SDR 35 SING PVC -SDR w 35 .MAT--PVG-SDR I. -LP z 35 _11-4i �v r� N -up cO CC co co 4 O 3N in 7n 'io N, Ni. za-, 7, o `r l0 N ,P i I. C,, N + `? cCn Er; II I . " " i O- } 'c0o u1 `n O N vii II J II' I 1 I o6 o O m m Ez +o40,c-i� II I II II II j STA.= OFF .= - RIM EL INV. 0! N II G II II'.+, (BO F )5 > > 9 W W 0 II ��Q IIS II F LL L,,I(B0 . > > Z Z 0 II J II II wz <)5 g 0 0 B z° > > > Z z z M. d' NN N 0 M 6009.95 5990.8 6009.63 5992.7 6009.32 5992.9 6009.00 5995.2 b. v- � I) 6008.36 5996.9 6008.04 5995.7 INi In ;_c' Y N Co cv 40 40 d- N N .- N O N N N C 0] M 0 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 6030 6020 6010 6000 5990 5980 5970 5960 5950 OWNER/DEVELOPER, Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/B/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (POD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C LOWRY CHECKED B'9 ;TEE E SHEET TITLE: MICA COURT SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE SHEET NUMBER: SW02.11 2 3 4 5 6 7 8 9 10 H G F E D C B 2 3 5 7 8 9 10 50 0 SCALE IN FEET HORZ: 1'= 50' VERT: 1"- 10' 6040 6030 6020 6010 6000 5990 5980 5970 / /: „(4,.., /' v /- R /' ��O / ` \\ /1 SS -MH -N16 // \� N=1599131.79 IE=2501017.86 it il II ` 1I , 11\ 1 , 1 1 1 1 � 11 11 SS -MH -N1 5 N=1598978.33 E=2500988.96 SS -MH -N14 N=1598766.55 E=2501038.93 ---- ----SS-MH-N13--- N=1598538.36 E=2501092.78 SS -MH -N12 N=1598257.33 E=2501159 09 O u) I WATER PLAN AND PROFILE rr A. NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 50 100 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 6040 6030 6020 6010 6000 5990 5980 5970 OWNER/DEVELOPER, • Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL 1/14/11 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED B": SHEET CIT =. BACK LOTS SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE (1 OF 2) SHEET NUMBER: SW02.12 2 3 7 8 10 EXIST. GROUND — __- ------ _ �/ — — — PROP GRADE POTABLE WATER 8 -INCH .I.P . L=152' V UTILITY CROSSING POTABLE WATER 5=1.50% L 8 UTILI -INCH D.I.P. CROSSING ;NATL.-PVC-CDR DIA.0 35 5=1.509, L MATL>PvG-SUR 214, IA.=10" `� DIA. =10" MATL=PVC-5DR L=285' S=0.40% 35 35 DIA.=10" MATL.=PVC-SDR 35 O m O LL-, z co 0) 0) OJ b 0 _ m �"9 ON a 0 z �_ O M W in M M O o N �o D •cd a O W O' 1+o .,c:)? N 0 �co O II Z 1 r ro 0 0_ �0co + . II II II 5 ZN N N 00 O2m +0a II M II 5 Z0h 0 I 92.,_ 0000`o .,+0 co co to II II 0 0 co co_ II II 'Z I d:. O. T- �ooi 'n 0 2 , II II I 0 .- II I I w t g> (~n O Z o II - Z o I I I I w- O I a E 7» O O. Z Z II O II I -74Z II I I ., >> N �O Z Z r _ .- zc toII I I w II a t� >>> p Q Z L O z Z 03 II O -�r4z I I II. w . C551 N c) E Z Z 4 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 6040 6030 6020 6010 6000 5990 5980 5970 OWNER/DEVELOPER, • Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL 1/14/11 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED B": SHEET CIT =. BACK LOTS SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE (1 OF 2) SHEET NUMBER: SW02.12 2 3 7 8 10 H G F E D C B 2 3 4 5 7 8 9 10 50 0 50 100 SCALE IN FEET HORZ: 1'= 50' VERT: 1"= 10' 6030 6020 6010 6000 5990 5980 5970 5960 11 11 II II II _ j1 1i 1 11 N=1598102.42- �1 1 I E=2501166.36 '1 I I 1 -t I 1 IOr r I - Z ml __SS -MH -N10 N=1597776.51 E=2501150.82 -- GC) G0 SS -MH -N7 N=1597363.75, E=2501243.99 1.rSS-MH-N8 GO ) N=1597421.06 _ / _-- E=2501221.41 N=1597661.82 E=2501159.23 PROP. 10 -INCH PVC (TYP ) ,n\ MICA CCU Gd EGD 1 NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS. MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. --------- -,_ 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 6030 6020 6010 6000 5990 5980 5970 5960 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PLAN AREA 5H82 PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED P0' ,TEF SHEET IT_=.. BACK LOTS SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE (2 OF 2) SHEET NUMBER: SW02.13 3 6 8 9 10 EXIST. GROUND I PKUf'. CKAUL IN' — — -- L=151' 151 - R L=322' LI S= DIA=10'• MATL=PV:-SDR 35 MATL.-'VO S 0.40% EIA =10" SDR 35 SL 01.40% DIA. -10 IJ \ /7 L-245' -0IA.=TO" L=58' S 0.40% L MATL. PVC -S R 35 MATL -PVC-SDR 5 MAT DIA5=0.40% =1p" =PVC -SDR \ 35 Vl No _V Nn m' �N 'J o"' ntoIn m Tr, oma? N oou, "7 mro z1V ao, ID=SS-MH-N7 TSTA.=28+03.57 OFF.=0.00' RIM EL=6011.75'/� INV. IN=5994.43 7"I INV. IN=5994.24'(Wj INV. OUT=5994.23' I � ,,'1,� vi 1 =+_o 1 x N 0 -mm N II II i 1 N 6 �o 3 �n1 -hcnN d 11 11 5 -z-0-1 I O to,o°? E. ,S),, u,IsN_ II IO+o II II w— o y o -No I-Iw z- O Qn . _A> 11 20 IL—O i_w > O oL._IQ v,I,Zd-� L_O 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 6030 6020 6010 6000 5990 5980 5970 5960 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PLAN AREA 5H82 PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED P0' ,TEF SHEET IT_=.. BACK LOTS SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE (2 OF 2) SHEET NUMBER: SW02.13 3 6 8 9 10 H F E D C B 2 4 7 8 9 10 50 0 50 100 SCALE IN FEET HORZ: 1= 50' VERT: 1"- 10' -' I NOTES - I I I I 1 I I II i r 11+00 12 00 SS -MH -N13 STA.=12 +89.84 OFF.= 71, 1 1.r L L SS -MH -N44 STA.=10+10.00 OFF.= I fr-i: J PROP, 8 -INCH PVC (TYP.) 14+00 11 I L9 I ; ! SS -MH -N39 c.8 STA. -14+54.20 OFF.= -10.76' 15+00 Rd —Md Md -111— TEE PIPE BEND STA.=10+33.66 OFF.=2.83' PROP. 8 -INCH D.I.P. (TYP.) TEE PIPE BEND STA.=14+67.62 OFF.=8.36' 7 0 0 (I I \ \; l/81 / /\ /Olt - ----------------- _ ----- --- 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. 6040 6030 6020 6010 6000 5990 5980 5970 r------------------- I H _ — — 10+00 11+00 12+00 13+00 14+00 15+00 6040 6030 6020 6010 6000 5990 5980 5970 OWNER/DEVELOPER: - • Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: loomInmnev 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL 1/14/11 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED P.': SHEET EASEMENT ALIGNMENT SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE SHEET NUMBER: SIAM2A4 2 4 5 6 7 9 10 C CO v, 7'3 POTABLE 8 -INCH UILLI-DLCRO ATER D.I.P. -SING.....- EXIST GROUND -PROP. GRADE I • 8 -INCH PROP J L=76 5=0)63% DIA.=8" 10 -INCH SANITARY S PVC SD 1...1- WER 35 L=160' S=1.00% MATL,--PVC-SDR 35 UTILITY CRO SING MATL. -PVC-SDR 35 _',--- '10 nn,,,1 .1- , , '13-,..1-.1,816-85.. z L.Li -ro,lolo- OH,coroci z. mNN. 1 6 ' , -oo., 'TnESSH Il II II 1— - 1.1w-0002 i co M + cs1 . 0 0 0 0 ,-- wr) ,s, “:, 0 II II II II II ' —, , , ' II II LJ _ 0 All-6,zz (1)°11 r8,c,Ezzzz iiL.t : : 4 0 • 10+00 11+00 12+00 13+00 14+00 15+00 6040 6030 6020 6010 6000 5990 5980 5970 OWNER/DEVELOPER: - • Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: loomInmnev 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL 1/14/11 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED P.': SHEET EASEMENT ALIGNMENT SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE SHEET NUMBER: SIAM2A4 2 4 5 6 7 9 10 H F E D C B 2 4 8 9 10 50 IRNA -5P DRNE 0 '` N •' v•'/• - `• `•• N • N •SS-MH-S9E STA. =13+27.95 OFF.= -3.05' SS -MH -S9D STA. =1 3+03.72 0 FE.=30.77' 12+ SS-MH-S9C STA.=1 1 +94.61 OFF =31.42' SS-MH-S9B \STA.=1 1 +58.28 OFF.=1.09' 4%6 SS -MH -N1B STA.=10+10.80 OFF.= 1.08' SS -MH -S8 STA.=15+36.44 OFF.= -3.34' HYDRANT RIVERSIDE STA.=15+17.63 LOOP DRIVE OFF.= -22.00' 14+00 15+00 PROP. 10 -INCH PVC (TYP.) 11.25 PIPE BEND STA.=17+08.56 OFF.=12.30' Ct LLJ > 0 I, G ✓ 0 ;1 SS -MH -S7 _JII STA.=17+71.12 I OFF .=-8.17' ( 17+00 16+00- - - / 50 100 SCALE IN FEET HORZ: 1'= 50' VERT: 1"= 10' 6010 6000 5990 5980 5970 5960 5950 5940 /, 90.00' PIPE BEND I STA. =1 1 +55.59 OFF.=1 1.92' //. 90.00' PIPE BEND • i 1� STA.=11+55.59 I ' OFF.=41.08' 22.50° PIPE BEND STA.=1 1 +84.66 OFF. =41-08' W W W 0 > I > o G✓ W 0 • -PROP. REINFORCED CONCRETE CONDUIT 22.50' PIPE BEND STA.=12+03.13 OFF. =33.42' / I ! I ',\\ NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. -- 11.25° PIPE BEND STA.=13+61.53 OFF.=2.58' 0 90.00' PIPE BEND 0 '1 IISTA.=13+33.30 X' I OFF.=7.07' -r1 90.00' PIPE BEND 7:1 I STA.=13+37.76 .-( I OFF.=35.11' • 22.50' PIPE BEND_=(01I STA.=13+11.12 m -i _ 1 I� 0 FE.=39.35' 22.50' PIPE BEND STA.= 12+88.26 OFF =33.42' I TEE PIPE BEND STA.=15+48.77 TEE PIPE BEND STA.= 17+58.40 PROP. 12 -INCH OFF.=9.82' OFF.=15.13' PVC (TYP.) II i VPROP. 10 -INCH D.I.P. (TYP.) ( STA:=18+39.4822.50' PIPE BEND h /F g r OFF.=9.99' / / L �Q SANITARY SEWER 10 -INCH PVC SDR 35 UTILITY CROSSING GLENWOOD DITCH -- 1 43, 43,S;5 199 DO, C SOR 25 35 0- 11.25' - 11.25' PIPE BEND L=43' 3=0.40% DIA =10- ATL.=PVC SDR 35 L=102' S=0.40% 1A= 10" MATL.=PVC SDR 35 PROP. GRADE EXIST, GROUND I PROP, 10 -INCH D.I.P. (TYP.) L=37' S=0.40% L=162' S= .40% DIA.=10 MATL.=PVC-SDR 35 SANITARY SEWER 10 -INCH PVC SDR 35 UTILITY CROSSING CONCRETE CONDUIT ^rIn z � ,1 '00 0 • 0I W• o Ls C s rn II ± o w z O (CS>»> �LLAZZZ N 0 0 3 CD CD A 0 CIA.=10" MATL.=PVC SDR 35 w U^ N w CC z � Z- z N o�n O opo O N "°`'w> LJ T m 0 CC M N (n m 7 0..� AP' 11 'j + m+ z II II - II II w - O N II II w - 0 LA m o 0 z z o p G) z z o 120 CL %I% U) ,n 0 w - o �» E z z 0f Of r1 a 01 1[) 01 rt1 01 a �I n • 10 a O ,r N -N N CO N • r l0 -f N dD co 00 N 0 (0 m Y0, N N O co 0) h. W N N N N 00 N • O • 0 Cr, 0 m 0 of 0 m 0 m 01 01 01 01 01 G 0 m m 0 c, 0 T� O T 0 O m 0i m 01 rn 01 00 co ,O N b In 10 in b iii b U- b N 10 If) Irl It) rt1 u7 (C) U) • It) 01 ,o as O co •41 90o O (CO N n 0 01 X0,01 CA ADO 0 L=178' 5=0.40% DIA =-12" ATL. -PVC SBR 35 3 z�ro -CO -CO M"' N co N N W D N N orn mN Z 0 IL Z o LA z z z o o d N T 0 U '0 O0 0 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 6010 6000 5990 5980 5970 5960 5950 5940 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: Iv.4Ioman 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PLAN AREA 5H82 5 PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUB) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED E": SHEET Dli_ RIVERSIDE LOOP DRIVE SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE (1 OF 4) SHEET NUMBER: SW02.15 3 5 7 8 H G F E D C B 2 3 7 8 9 10 50 0 50 100 SCALE IN FEET HORZ: 1"= 50' VERT: 1"= 10' 6010 6000 5990 5980 5970 5960 5950 5940 1.111 rek HYDRANT . .4,Ve STA.=18+65.14 / / I� OFF.=21.99'i / ter_ 18� • // /`i '/ /) / /, / . ' /; GO / /i 22.50° PIPE BEND STA.=21 +10.70 0 FE.=8.61' 22.50' PIPE BEND STA. -21+37 9 OFF.=13.18' 1125' PIPE BEND STA.=21 +68.77 OFF. =10.69' TEE PIPE BEND STA.=21 +96.06 OFF.=7.52' HYDRANT STA.=21 +83.62 OFF. =23.22' RI SS -MH -S6 STA. =1 9+50.74 OFF.= -12.41' '7- NOTES- 1. OTES:1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. -' 22.50' PIPE BEND STA. =22+43.52 OFF.=12.20' SS -MH -S2 STA. = 22+97.74 DE8.=32.46' STA.=21 +10.97 OFF,= -2.86' \_ / 1 + 110 1'O Ili SS -MH -S4 STA.=21 +59.96 Ir-- -OFF.=-6.05' I1N 1 `a' ` O „..701, STA. 2 -INCH' PVCTYP.) ) S -MH -S3 SA.=22+61.36 \1\ OF.= -5.32' SS -MH -S10 =23+23.14 OFF. -2.14' . - PROP. 8 -INCH PVC (TYP.) 22.50' PIPE BEND STA.=23+15.54 OFF. -12.15' SEE SEWAGE COLLECTION DESIGN REPORT AND SANITARY SEWAGE DISPOSAL PLAN DATED JANUARY 14, 2011 FOR ADDITIONAL INFORMATION ON TERMINUS OF SEWER 22.50° PIPE BEND STA.=23+88.69 OFF.= 10.24' 11.25' PIPE BEND STA.=27+04.20 OFF. =10.09' HYDRANT STA.=25+99.44 OFF.=22.00' -' 22.50° PIPE BEND STA.=24+94.70 OFF.=15.42' PROP. 10 -INCH D.I.P. (TYP.) 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 6010 6000 5990 5980 5970 5960 5950 5940 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC 12 PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com 0 KEY MAP: SH82 gitift°9°? -PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED D": SHEET D11 RIVERSIDE LOOP DRIVE SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE (2 OF 4) SHEET NUMBER: SW02.16 3 4 5 6 7 8 9 PROP. GRADE STORM .SEWER EXIST. GROUND _ PROP. D.I.P. 10 -INCH (TYP.) 36 -INCH RC C76 -A UTILITY CROSSING 1 SEWER C76 -A -- _ - -- 1' 36 STORM -INCH RC UTILITY CROSSING— II — — — — — — — L=281' 5=1.50% — — -- — —— I- III 7 -- I -- — I _ — II L=262 MAIL DIA.=8" =PVC -SDR 35 5=2.357." DIA.=B =PVC -SDR 35 t >1 L= 179 153' 1 / 5:5..09 L-44 S=0.40% DIA.=12" S D =93 I 0.40% L-50' =12" 5=0.40% AO AD G0�° _D\P MP1'Pv, _,sDR35 DIA - - C 5 MB 35 )AATL.-PVC S=0.40% DIA. -12" SDR 35 MAIL.=P✓0 SDR 35 MA'FL.=PVC SDR 35 DIA.=i2 MATL.=PVC SDR 35 5�5 8 N TA ,..6-2,1,.,C )PTR 1 I � S z z- I ' o c0 d- CO CO h h win c) N P > 0 O 0 h Wig a 1- ' 0 01 0 r.6 .. h co �N — v5 h o O O r V h O1 h _ h w- V h a, N �- ' to N h - ro 4 91 t N O) 4 h O M�io M T _ of h h z 10 =+°J a h to mhS mII Q r7 O NO m h, 0 2 I =+LAn z 13 m N o, h, 1 mII s r m m I,;.;_fl) N To w h h m t +a 2 mN II =+ I `�-z N W _ r II 15 h h 0, N II II oz m d' Ih -co Q1 co +"mII .ui II n =+d011'11.) N oN r5 0 II o 1 - 2- z I LA II • g» Q0 a 0 m IN �w N 2 » II m It W OOzz N a 01 ,n..� w II otAo- a a I"' » > II Z -z_ o a a N al 41 � � V.O >> zZ - a • II II w t0)> • N O M Z Z N II � < LLSM VO a » Z Z a rn i0 = a a p N J a O rn a N a a 10 'T N rn N a .n a 10 N a .n a I O. a • • a .l a a N ,.. MIG MIG 0)0) rnrn �� �� .: .fi x N 0O -,rn wrn 0, .,� TS �a 01 0)0) �� ' - M -a •- rnrn mrn 0)0) �� �� �� Id . -IG Ori .- cn mrn olrn ori u, .r) �1� �� p NO) Obi 0)0) Lr, NO N.pp w orni0 0) �.3 ONNp 0) LT MM ori FS a arni0 Ln Vpp' 4wpi orni0 to Ln vitpp0 arni0 to Ln CON 0) to — Ooa - 0n Cl 0 C.'0 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 6010 6000 5990 5980 5970 5960 5950 5940 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC 12 PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com 0 KEY MAP: SH82 gitift°9°? -PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED D": SHEET D11 RIVERSIDE LOOP DRIVE SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE (2 OF 4) SHEET NUMBER: SW02.16 3 4 5 6 7 8 9 0 LA W w 00 co 0 z a LL 0_ a 0 0 rn N 2 m a M cc c:W9 zoo 2 U p 3 0 83 r � o 0 A V W H .. W m J Qo�(n zFI- 0 0 0 L a o_ U- H G F E D C B 2 4 5 7 9 IO NOTES: VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. 50 0 50 SCALE IN FEET HORZ: 1'= 50' VERT: 1"- 10' 6030 6020 6010 6000 5990 5980 5970 5960 N HYDRANT STA.=30+20.25') OFF =22.00' SI P' 9 0 _ 1( ALPINE BLUFFEE '— STR. T • STA. O 1 TEE =PIPE3BE36ND O i 1 l) 9+49. X11 I OFE=5.82' I1 22.50' PIPE BEND I _ STA.=38+77.10 2 SSS -MH -S47 IOFF.=15.06' STA.=38+69.1 1 a� I i •l 1 i" 11.25° PIPE BEND OFF.=0.27' // I I� STA.=38+30.37 01 / / 9/i OFF.=15.17' HYDRANT STA.=38+13.54 �'. OFF.=22.00' SS -MH -S33 STA.=39+40.29 OFF.= -9.91' N N SS -MH -S14 STA.= 32 +95.33 OFF.= -7.32' 11.25' PIPE BEND ;'. STA.=32+40.98 N Av OFF. =15.08' S C0\ 22.50° PIPE BEND STA.=33+27.68 OFF.=11.79' / TEE PIPE BEND STA.=33+75 38 / / OFF.=3.85' SS -MH -S15 SS -MH -S49 STA.=33+98.33 STA.=35+49.94 OFF.= -9.33' OFF.= -2.95' :-'_ ;g4+00 55;�Ob, 7-..0 - i 22.50° PIPE BEND STA.=37+43.95 OFF.=15.18' i — / HYDRANT STA.=34+13.46 OFF.=24.18' 22.50° PIPE BEND STA.=34+58.08 OFF.=13.75' '\ D.I.P. (TSP.) 22.50' PIPE BEND STA.=35+30.35 OFF. =1 4.72' 1 PROP. GRADE ti PROP. 10 -INCH D.I.P. (TYP.) tJ L=281' S= .50% DIA.=B„ MATL.=PVC-SDR 35 L=95' EXIST. GROUND STORM SEWER--- 18-INCH RC C76 -A UTILITY CROSSING STORM SEWER 18 -INCH RC C76 -A UTILITY CROSSING SANITARY SEWER 8 -INCH PVC SGR 35 I UTILITY CROSSING STORM SEWER 18 -INCH RC C76 -A UTILITY CROSSING S=1 50% DIA... =B.. MATL. =PVC -SDR L SANITARY SEWER 8 -INCH PVC SDR 35 UTILITY CR SSING L=.203' 5=x.009, DIA -8" MAIL.=PVC-SDR 35 L=105' 5=2.00% DIA. -=8" MATL.=PVC-SDR 35 L=6 S=2.0 % DIA._ MATL=PVC SDR 3 5 010 II +w r CO 60 L.6— 00 00 O 10 co 0 rn a 3 a a N 0 O 0 O C 100 co O M 3 rn O 0 3 O to N 0 /‘-c2 GO i ° ¢) co IC 3 • 000 OF 0 0 00 O O“5 O + co II DO II II w II < 0 > N 0 0 N 3 to M 0 0t 3 6, M L 0 i (0 m 0 s 10 3 z N � � M n N M 00 ro o m o o o 0 II 0 II s II � � m � I II ,-- 77w�'� v'71 a iv`a II ¢ •0 > > II o V 0 W S S o uro E z z N cc tin CO rn GO 6 vi cc z z Z ao 10 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 6030 6020 6010 6000 5990 5980 5970 5960 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED P": SHEET TIT_ RIVERSIDE LOOP DRIVE SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE (3 OF 4) SHEET NUMBER: SW02.17 4 6 7 8 9 H G F E D C B 2 3 4 5 7 8 9 10 50 0 /, 1/ 1/ 1/ /// hQ T�T 55 -MH -S30 STA.=45+86.33 OFE.=0.02' HYDRANT STA.=45+ 63.33 OFF.=22.00' SS -MH -S29 it STA.=46+ 63.35 ) I OFF.= -9.37' o SS -MH -S28 STA.=47+51 .18 OFF.=0.58' 47+00 SS -MH -S31 STA.=43+47.64 PROP. 8 -INCH 11 OFF.=2.59' PVC (TYP.) ,Q `L' , 11.25' PIPE BEND .. %\ STA.=46+90.37 OFF.=12.99' i/c) ct. II 50 100 SCALE IN FEET HORZ: 1= 50' VERT: 1"= 10' 6020 6010 6000 5990 5980 5970 5960 5950 HYDRANT STA. -42+11.55 1 OFF. -20.09' 11.25' PIPE BEND STA.=41+96.50 OFF.=1 2.28' 1.25' PIPE BEND ‘. STA.=41+41.96 �, ^ OFF.=11.73' PROP. 10 -INCH D.I.P. (TYP.) TEE PIPE BEND STA.=45+75.66 `OFF.=15.17' -�' 11.25' PIPE BEND 11.25' PIPE BEND \ STA.=46+18.02 STA.=43+46.52 OFF.=13.20' \ OFF.=15.48' NOTES;, 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. 11 25' PIPE BEND STA.=47 + 50.53 OFF.=13.47' a --L SANITARY SEWER 8 -INCH PVC SDR 35 1 UTILITY CR SSING L=208' - S=1.00% DIA =8" MATL.=PVC-SDR 35 L= 88' S=1 30% DIA.=g" MATL.=PVC-SDR 35 L=235' S=1.75% 014.=8" MATL=PVC -SEA 35 SANI ARY SEWER 10-I CH PVC SDR 35 UTILI CROSSING 40+00 41+00 42+00 43+00 44+00 45+00 46+00 m v a n 46 of a ro cn ma ma, ma, mal 47+00 48+00 49+00 6020 6010 6000 5990 5980 5970 5960 5950 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED B": OT -RJ SHEET IT RIVERSIDE LOOP DRIVE SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE (4 OF 4) SHEET NUMBER: SW02.18 2 3 5 7 H G F E D C B 2 3 4 5 7 8 9 10 50 0 50 100 SCALE IN FEET HORZ: 1'= 50' VERT: 1"= 10' 6040 6030 6020 6010 6000 5990 5980 5970 N N 22.50' PIPE BEND STA.=52+84.87 OFF.= -15.17' HYDRANT STA.=52+54.83 OFF.= -22.00' 22.50' PIPE BEND STA.=52+32.39 OFF.= -15.18' 22.50' PIPE BEND , STA.=51 +69.82 OFF. =-15.17' TEE PIPE BEND STA.=51 +34.66 ,OFF.= -13.00' 25' PIPE BEND -- STA.=51 +23.04 OFF. =-14.06' 11.25' PIPE BEND STA. =53+47.49 OFF.= -15.17' •�: CD •�• EGD • .�• `\ •`• GD. o +il S II .25' PIPE BEND STA.=50+83.79 O FF.= -15.65' TEE PIPE BEND STA.= 50+ 05.82 -15 5.17' SS -MH -S37 STA.=52+88 62 0 FF. =14.14' SS -MH -536 1 / STA.=52+52.65 \ r' ,OFF. =14.09' SS -MH -S35 11/ STA.=52+05.98 OFF =12.42' SS -MH -S34 STAY -51+18.31 OFF.= -0.12', HYDRANT STA.=56+26.39 OFF.= -22.00 / PROP. 8 -INCH • `� PVC (TYP.) ;�?-�-J 111 SS -MH -539 STA.=56+01 .37 0 FF.=8.59' SS -MH -S40 STA.=59+01 .37 OFF.=8S9' �S1DE-----,r RNP , k.00 NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. POTABLE WATER 10 -INCH D.I.P. UTILITY CROSSING STORM S X24 -INCH RC C UTILITY CRO' WER 6-A SING LD EWER RC C76 -A ROSSING 111.111111.111111.1..111111.11M WWI EIMIIIWIIM IMIIIIIIM 01.1Willi IIIIIIIIIIIL=52' 2214.-PC 1=3cz8oII ' L 79' =a } L=2go8I ' S_7:50aIl >li 5=R._508"V9 5=1.80%LD=I1A._248'.5=1.50%. DIA =8" L.. --=PVC- SDP 35 MAT_.vVC MATL.WPVMAIL=wCz roiSwRro3SDR 3S B: 3m5 -a M N (N T, Nn rro 'a 'CD- 1n n N 8 (? NmO NwND ooco = +N=o II b, IN II 1 O vNcoI II wFTaO oII IIw wQ II \ \\ z z 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 6040 6030 6020 6010 6000 5990 5980 5970 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970,456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED B'9 OT=F-, SHEET TITLE: ALPINE BLUFF STREET SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE (1 OF 2) SHEET NUMBER: SW02.19 2 3 4 8 9 H G F E D C B 2 3 4 5 7 8 9 10 50 0 50 100 SCALE IN FEET HORZ: 1'= 50' VERT: 1"= 10' 6040 6030 6020 6010 6000 5990 5980 5970 GD - GD GU Cu PROP. 8 -INCH D.I.P. (TYP.) 60+0__ HYDRANT STA.=60+66.39 OFF.= -22.00' 61+00 + j62+00 ALPINE BLUFF StF.EET c. SS -MH -S4 STA.=62+51 .37 OFF.=8.49' PROP. 8 -INCH PVC (TYP.) iJ C 63+00 64top' /L z/ ti Fr HYDRANT STA.=62+91 .39 OFF.= -22.00' 90.00' BEND N=1594491.22 E=2502460.54 NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS. TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. 60+00 61+00 62+00 63+00 64+00 65+00 6040 6030 6020 6010 6000 5990 5980 5970 OWNER/DEVELOPER, Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED B": OT=E: SHEET TITLE: ALPINE BLUFF STREET SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE (2 OF 2) SHEET NUMBER: SW02.20 2 3 5 6 7 I I PROP. GRADE PROP. 8 -INC D.LP. (TYP.) _--- -- -- I L=346 S=2.00% EXIST. MATL.=PVC-SDR DIA. -8„ 35 I H I v 00 vr c`7; z - N M � M .,',1-M N N M O _ I- 12 JI C... i.... CO �,� ry a 6 II II W O II < CD > 8, N WO W Z co.,M. r {Nil uhf 'et ❑�11 meati � X01 5N �Of N CID NN 444 DID SS r') SS DO DO 60+00 61+00 62+00 63+00 64+00 65+00 6040 6030 6020 6010 6000 5990 5980 5970 OWNER/DEVELOPER, Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED B": OT=E: SHEET TITLE: ALPINE BLUFF STREET SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE (2 OF 2) SHEET NUMBER: SW02.20 2 3 5 6 7 H G F E D C B 2 3 4 5 6 7 8 9 10 50 SS—MH—S15 STA.=19+90.51 OFF.= -7.74' TEE PIPE BEND STA.=20+03.39 OFF. =14.87' 0 1' r -- /'/ HYDRANT // ' /STA.=20+22.92 / OFF.= -25.77' SS—MH-519 II STA.=26+26.43 OFF.=0.00' SS—MH—S18 STA.=25+93.48 +0 ` OFF 3 14 2604 cPl 27+QO 90.00' PIPE BEND STA.=28.88.10 OFF.=11.02' SS—MH—S20 STA.=28+56.56 OFF.=2.20' J 28+00 2 50 100 SCALE IN FEET HORZ: 1'= 50' VERT: 1"= 10' 6040 6030 6020 6010 6000 5990 5980 5970 2, 11.25° PIPE BEND ' ^\ / STA.=21+10.73 OFF.=15.08' PROP. 10—INCH D.I.P. (TYP.) \`. 021-1 90.00' PIPE BEND STA.=26+37.50 OFF.=13.75' 11.25' PIPE BEND STA.=28+56.90 OFF.=15.10' 22.50' PIPE BEND STA.=22+05.49 OFF.=14.75' HYDRANT STA.=22+43.20 I' � OFF.=22.00' _-"NIGH SS MH S17 STA.=23+06.35 OFF.=1 .83' 25° PIPE BEND STA.=23+04.47 OFF.=15.08' 11.25' PIPE BEND STA.=25+93.43 OFF.=10.02' '`, HYDRANT ' STA.=26+09.23 OFF.=21 .98' HYDRANT _ STA.=28+81.69 i- -OFF.=21.99' sO 22.50' PIPE BEND STA.=29+1 5.OFF.=0.41' • NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER. LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. HERON COURT 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 6040 6030 6020 6010 6000 5990 5980 5970 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: Ivnn,aICO, 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PIAN AMENDMENT SUBMITTAL 1/14/11 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED P": ,T=p/, SHEET I HIGH CREEK ROAD SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE (1 OF 2) SHEET NUMBER: SW02.21 2 3 4 6 7 8 9 -- XIST. GROU D ---- -- PR a D. O I.P(TYP.)==--,— PROP. GRADE / � I 11 -II � POTABLE WATER P. 10—INCH D.I.P. ` \ • 'II 10NI �A' �—II_ UTILITY CROSSING � _ - UTILITY CROSS NG CR � owl / 'L=2r7' S=1.15% TATLTISOR L=29' .80% DIA.=.=B' MAIL=PV —SDR35S— 50%L.—PVCpR DIA.=8— 35 35L=144 SDR 35z MATE.=PVC—MATL.PVC N STA. =19+90.51 OFF.= -7.74' RIM EL =6016.26' INV. It\=6002.59'(S�� INV. 0 JT=6002.39' c0 QC - r t= N a, d' iv N N M , N r ,IJ r M .O v' l7 N c0 co h co N v, M M o, P, Ki .� m c0 u, {O , N O D II I {n _ N =+ co o N �M• 0 0 4 = I N r 0, S S r , . II IIS CQ N o to Ol - S 0 = Lo II II , I co ro o N. 0 S II it II D CCN II o vii II oIn II O < �nU> EZ Z II II II '-`� C / � V in 0 z a ,: I 01n9W J Z II II w - O O II z z 000E N O Z II II w O Q) 05> z z -a II II W O II 5-"�> N O Z 0 1 Y 0 tO N to O 0n , 0co 10 C r i n Ma. 6) co t0 O1 -. co , V 01.01 to 0 M lT n 0 cD 1G DCt'. tO '- pp tO cd W -p O 10 CD 01 (NO �- - 100 CON Ne) N N - N N 100 100 100 - V -,r) h N N ) N N ttO '0 100 CO0100 6 � N N 100 R =to ro O) O CSO cd.- 0. M — M N p Np N N N M ',',3COD tO c00 t0 100 to 100 'C 100 100 0 M Kp N t0 c00 N CV N p Mp N p Mp t0 C 8 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 6040 6030 6020 6010 6000 5990 5980 5970 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: Ivnn,aICO, 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PIAN AMENDMENT SUBMITTAL 1/14/11 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED P": ,T=p/, SHEET I HIGH CREEK ROAD SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE (1 OF 2) SHEET NUMBER: SW02.21 2 3 4 6 7 8 9 H G F E D C B 2 3 4 5 7 8 9 10 50 0 50 100 SCALE IN FEET HORZ: 1'= 50' VERT: 1"= 10' c5o HIGH CREEK iNP� 000 ROAD 31 _ice` T s. / PROP. 10 -INCH D.LP. (TYP.) ;RACY 40 I SP4j ' I � .�-r/� 90.00' PIPE BEND I --"� STA.=31+56.37 22.50' PIPE BEND STA.=30+34.29 OFF.=14.14' I. OFF.=15.08' r 0 0 rt - r I0 r 0 I cH .0 I� : I0 NOTES: VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. 6060 6050 6040 6030 6020 6010 6000 5990 5980 30+00 31+00 32+00 :8 6060 6050 6040 6030 6020 6010 6000 5990 5980 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C LOWRY CHECKED B'9 7[SE . SHEET -I _ HIGH CREEK ROAD SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE (2 OF 2) SHEET NUMBER: SW02.22 2 3 4 5 6 7 8 I SEXIST. GROUND / PROP._ GRADE_ / _ I I PROP. D.I.P. 10 -INCH 'T(F.) 1 I al 9 O 0 41 a N. W N eLci FiD) S F44' nM FO' 040 NN 88 M 30+00 31+00 32+00 :8 6060 6050 6040 6030 6020 6010 6000 5990 5980 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C LOWRY CHECKED B'9 7[SE . SHEET -I _ HIGH CREEK ROAD SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE (2 OF 2) SHEET NUMBER: SW02.22 2 3 4 5 6 7 8 3 0 LA w w 170 Co 0 z 0 0- M 0 N N 2 m o 0- o w 2 z01C o U p 3 0 00 r O Dd d LUQ A w wm <ow Z 0 00 a a C- H G F E D C B 2 3 4 5 7 8 10 50 0 50 100 SCALE IN FEET HORZ'. 1"= 50' VERT: 1"= 10' 6010 6000 5990 5980 5970 5960 5950 5940 / / SS -MH -S53 STA.=20+91 80 OFF.= -0.19' N N / �' 90.00' PIPE BEND STA.=20+09.82 �\ OFF.= -16.20' `S. `, N 11.25' PIPE BEND / HYDRANT STA. =21+61.16 STA.=22+25.76 0FE=-10.35' OFF.= -22.00' 1125' PIPE BEND STA.=22+54.54 Q; 1 OFF. =-13.68' 23+9) \, N ---------------------- 7 24+00 2'+00 HYDRANT STA.= 26+18.55 OFF. =22.00' PROP. 8 -INCH D.I.P. (TSP.) ;i', 26+p+0 A / r / 'NATO'`/(/, / / / • / r7 SS -MH -S52 STA, =21+73.18 OFF.=3.19' 11.25' PIPE BEND STA.=22+15.56 OFF.= -13.05' SS -MH -S51 STA.=22+56.57 OFF.=3.04' NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS. MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. 7 PROP. 8 -INCH PVC (TYP ROOkERY STREET STA"" 6+2029 OFF=1_96' 'I. SS -MH -S54 STA.=26+53.20 OFF.=6.07' STA 9 p //SS -MH -S56 STA =28+13.91 /. OFF.=2.36' /,' / 22.50' PIPE BEND STA.=27+99.45 OFF.= -1 1 :42' / "V //6 SS -MH -S55 STA.=27+24.41 �. OFF .=4.48' 22.50' PIPE BEND STA.= 27+24.35 OFF.= -11 19' 22.50' PIPE BEND STA. =26+51.07 OFF.= -11_29 z / / / PROP. GRADE N PROP. 8- CH D.I.P. (TYP.) EXISC. GROUND 1 5=2.207 DIA.=B" - DR 35 N L=80' 5=2.20% MATE=PVC_SOP 3$ =397' S -2.2C% DIA. =8 MATL.=PVC-_DR 35 00 z i0) 1no? 001° O O n CO 00 N cD m0, II =1 + rn N6 ND W ooJ' II --TLJz_D NIIO8 w • • Co' II II w- O EcnO�? 0,no,yzz 00 z n '0 a ,7 1D e, 01 0 0, In O 0, N mm 0,01 U- I r` N n 0 n4 N 0 01 + L"--,2EH 0 —In 0, 01 In II II II w b I 0 00 > > 0 01 m m 0, 01 In ,9 01 Loo01 In '0 01 N 01 000, UI N O N 0 01 o, 01 UI STORM SEWER 36 -INCH RC C76 -A UTILITY CROSSING / 23 g=2.20% DIA. -6=8" MATL.=PVC SDR 35 fl 'Cr O O O O m n M 0 N • 16.—ul T n s I N o,mm _+`O in �nN II = L=69' S=2.20% UTA.-5 MATL. ----- 'VC SDR 35 S=2.20% DIA =8" MAT =PVG SOB 35 =203 S=2.20% DIA.=B MATL.=PVC-SDR 35 r. 4 •O a d N W Ni ron� I + n 2 N II I S II II II 0 i I' II 3 7 N II II `. z �`II II w -O e Q�zzz 00) LA L t0 > II (5000 z z o 0, N 0 CO a, 01 0 0 N 03 03 0001 nI n 0 ___01 01 01 0 op0 I m in cc co 0,0, 0 II zz 0 • 0 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 6010 6000 5990 5980 5970 5960 5950 5940 OWNER/DEVELOPER. RiverEe COLOR [)O Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631.0426 Phone No: 866.934.8140 www.8140partners.com 1s•.lo,u.ql eun KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: OTN,9 SHEET TITLE: ROOKERY STREET SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE (1 OF 2) SHEET NUMBER: SW02.23 2 3 4 6 7 8 9 10 H G F E D C B 2 4 7 8 9 10 50 0 50 100 SCALE IN FEET HORZ'. 1"= 50' VERT: 1"= 10' 6010 6000 5990 5980 5970 5960 5950 5940 _ MATCHLINE STA. 29+50 --- -- ---=r1 it I PROP. 8 -INCH ._ I 1 \ PVC (TYP.) -i I SS -MH -S57 STA.=30+19.56 OFF.=4.75' i I II I O I ' 1+ 1 0 �>1 22.50' PIPE BEND � \--\-:__ STA.=30+22.27 I_�- - A .x. , OFF -=-1 1.01' \ •� �A\A\��O PROP. 8 -INCH STA.=30+59.45 \ \ • OFF.= -22.00' \ 'S •N im �0c ••` 22.50' PIPE BEND 'S STA.=31+00.56 �• ,� •, OFF.= -10.60' ��� 22.50' PIPE BEND �.'S N ••` STA.=31+75.54 ��� ., , OFF .=-10.82' 1.25' PIPE BEND ROOKERY STEET •� STA.=32+38.32 ••` OFF.= -14.05' I N N HYDRANT N N N N 11 �a1(\"5( HYDRANT STA.=34+21 .35 OFF. -26.13' / / i II Md » McI -1 90.00' PIPE BEND 1 STA.=34+35.73 ' 1 OFF.= -11.25' `1).A\ N NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. /i Ir0 I; II ry / • • • W CC 0 I W a I CC 0 `, • \\ •‘, PROP. GRADE-\ EXIST. GROUND L—zo3' 5=2.20T. DIA.=B MAIL., --PVC SOB 35 • PROP. B -INCH D.I.P. (TYP.) e o -a tO �n • N a n n • w a IV o N M M0/ M o e) o a y CT) O, T O, m 01 00 O, c0 O, ro O, m O, 0/ 01 a/ O1 0. 0, 0, a, 0, 0, 0 01 0, Cl 0, O, 01 O, 01 0, 0, O, Li, N N N in N u7 N N N u, rt1 i.0 in N v, i0 30+00 31+00 32+00 33+00 34+00 35+00 6010 6000 5990 5980 5970 5960 5950 5940 OWNER/D EVELOP EP. Rage COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631.0426 Phone No: 866.934.8140 www.8140partners.com �s•.lo,.,o�l eun KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: OT=RO SHEET TITLE: ROOKERY STREET SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE (2 OF 2) SHEET NUMBER: SW02.24 2 4 7 8 9 10 H G F E D C B 2 3 4 5 6 7 8 9 10 50 0 50 100 SCALE IN FEET HORZ: 1'= 50' VERT: 1"= 10' 6030 6020 6010 6000 5990 5980 5970 5960 SS -MH -S43 STA.= 11+56. OFF.= -8.46' 22.50° PIPE BEND STA.=1 1 +02.28 OFF.=8.03' O O SS -MH -S42 STA.=10+85.25 1 OFF.= -8.46' 11 90.00° PIPE BEND 11 STA.=10+15.17 OFF 9 67-_-_- PROP. 8 -INCH HYDRANT PVC (TYP.) STA.= 12+49.56 OFF. =-16.00' SS -MH -S44 STA.=14+19.97 OFF.= -7.66' 13k00 SS -MH -S45 STA.=16+91.27 OFF.= -4.85' HYDRANT STA. =1 6+57.42 OFF. -16.02' 15+00 X16+00 i iI I PW _ _iN- _PJd_ -2*. —1— _ _ - 11 25° PIPE BEND ' PROP. 8 -INCH STA.=16+75.39 1 1 25' PIPE BEND D.I.P. (TYP.) OFF.=8.54' STA.=14+19 9722.50' PIPE BEND OFE=3.18 'I STA.=17+28.32 1 , OFF.=5.93' STA.=11+72.85 0 FE.=7.93' /i 22.50' PIPE BEND \ • STA.= 11+39.42 OFF.=7.97' \ 22.50' PIPE BEND STA. =10+68.13 OFF.=8.00'-- rl4 22.50° PIPE BEND \`�\ I 1 STA.=18+01 .43 >z_i ► OFF,=6.08' �� ` � '> 90.00' PIPE BEND \ \soo STA.=19+01.98 `�\ • _ / OFF.=9.67' SS -MH -S30 STA.=1 0+00.02 OFF.= -1 .00' STA. =10+22.00 0 FF.=22.00' NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 6030 6020 6010 6000 5990 5980 5970 5960 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PLAN AREA 5H82 PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY ,TEE E SHEET TITLE: ORE COURT SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE SHEET NUMBER: SW02.25 2 4 5 6 7 8 9 10 PROP. GRADE ..--3 EXIST. GROUND...-- POTABLE WATER 1 -0 -INCH D:IDP UTILITY CROSSING _ _ _ _ — I259'D L=53' 5=2.00% IA. ---=6” _-� L=263 5=2500% DIA -=6 35 IJiATL-• SDR 35 5=2.0C% DIA.=B' 35 MATL-=PVC-SDR L-04 5=1.8' DIA,MATL.= yly� II II MAFL =PVC. -SDR SDR 3 ^ Z Z Z vv N N .^ 100 O N 10 N O? .NiO too O, 1) v -N 0. to In t0 c0 N ° O '00 N i� r N O O o O ,00.00-,,,, O o o' 0 0, 0, = II II II z W m' o co • eoo a II m� , 2 8', �'j II ~ =rn�o 0 N 00° _"oN,oco II II 6 0 0 co �' 11 'cs0W II II w <5 0>> c 0 W % II %uso&zz II ,I..,-,-01 1-- L` 0>> II ¢l', - ov, II 1I 1-, O O < 0>> o.�zz 11 alloW II 0I w+ c 0 CO <5 0>>> 11 zzz Wu,oTzz 11 II w z O -, ,- 0) >> II II w z 1 ¢¢ 5 0)>> _cno+W W N 'N N Or to O O - O 0.N M N .- 0 m M U) tD M in n rn In Hi to 10 1[7 m n to t0 M O N t' c0 N N 01 O,.tO ,n 0 ro Gro co v°'i -p ' N _ :' N cd N N M CO 0 0 '�._". a croi 0 0 N) «j $ coo 'N CO to coo 0 CON 10 coo r') 0 ,�0 0) '' 10 08 _0 LO .- N t0 M) o Y IN u) N t0 O N H mtwo to 0 0 ttO El io 0I00 0 N co CCD 0 00 100 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 6030 6020 6010 6000 5990 5980 5970 5960 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PLAN AREA 5H82 PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY ,TEE E SHEET TITLE: ORE COURT SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE SHEET NUMBER: SW02.25 2 4 5 6 7 8 9 10