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HomeMy WebLinkAbout29B SH 82 PUD BW (Part 3)10-05-15H 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 90.00' PIPE BEND STA.=15+23.75 OFF.= -9.51' 90.00' PIPE BEND ..:IR '. III HYDRANT I , STA.=10+13.82 HIGH STA.=15+12.64 OFF __1os41 _ ____ REEK R(jAD OFF.= -17.17' ______________________________________f 22.50_' P_IPE BEND i FI STA.=10+70.74 li OFF.= -5.70' PROP. 8 -INCH D.I.P. (TYR.) SS -MH -S2 STA.=1 0+69.79 OFF.=6.13' PROP. 8 -INCH PVC (TYP.) SS -MH -S22 STA. =1 1 +25.32 .\\ OFF.=5.76' :\ 22.50' PIPE BEND '. STA.=1 1 +91 .89 `_, OFF.= -6.02' SS -MH -523 \ STA.=11+87.66 'OFF.=5.64' 22.50' PIPE BEN STA. =12+44.15 �7 OFF.= -6.24' SS -MH -S24 STA.=12+40.33 OFF.=5.59' _JT _ 22.50' PIPE BEND STA.=1 1 +31 .66 OFF.= -6.51' HYDRANT 22.50' PIPE BEND STA.=12+82.17 STA.=13.65.53 OFF.=14.67' OFF. X 22.50' PIPE BEND STA.=1 4+81.90 OFF.= -6.33' _J STA.=14+51.44 - OFF.=9.31' 861 HEIRON COURT 22.50' PIPE BEND STA.=14+25.47 DOFF.= -6.19' .0,6 �'SS-MH -S26 /!: STA.=13+80.90 OFF.=8.92' s 22.50' PIPE BEND STA.= 13-1- 05.20 OFF.= -6.68' SS -MH -525 STA. =1 3+02.24 OFF.=4.95' 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. 10+00 11+00 12+00 13+00 14+00 15+00 16+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: 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 E'9 `T F�� SHEET IL_='. HERON COURT SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE SHEET NUMBER: SW02.26 2 5 7 8 9 10 EXIST. GROUND \ PROP. 8 -INCH D.LP. (TYP.) PROP. GRADE \ , POTABLE WATER 10 -INCH D.I.P. 10- UTILITY CROSSING ---- \ L=60' 78 g=200% 5=2.00% DIA.=8,. 60, L=50' S=2.00% DIA.=B MAIL.=PVC L=66' L=54' S=2 00% 5=2.00% DIA.=B =2.00% DIA =9" Pvc MATL=3b DIA 8-8 MATL=PVC SDR 35 MATL.=PVC SDR 35 SDR 35 -- g -'E-.00; DI .=8" MATL-=p�O-SDR 35 D4A.-8•, MATL SDR = PVC 35 MAIt.- SDR PVC 35 SDR ---.Z, w 22 z z w z 3 ^ z - z -- N"' N ,?_.-1 � ai O r m - N � 1n U M - �Tn - u7 0 N r r N '010 - ' M mN o a M O N O - N" NN NOfli N - n M N N 0 +II°°0 IoII m N N 7 II ( : 0 OZO o 0 `II H+,° I H2 OO-/1 M- I ° 1+ III NII d M- O M o . ° N II H ( , u O (/ N M0 I _ 6 N O M N Co I- 0i M° rr 1 2m N MO + -ro II II 3N II H, 2_(/10E II w w > O N 5 n oNO�zz I ¢+ w NI > 5 H Ov:0EZ2 w Q >> I' o. ISIw -,,M> VSO z N II QvLO I '' O O 0: > II ' z . L g_ -,2 z 0 NIw 5 5 II 0 0Iw a L`M> "-z o+N ,-,0 a am 5.m 0o i° M ma! =a - N NN 00 00 b .0 NM 00 MM 0 �o� MM MM M M M M NM N M NM 00 00 00 00 00 212 SS 0 0 0 �O b 0 SS 10+00 11+00 12+00 13+00 14+00 15+00 16+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: 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 E'9 `T F�� SHEET IL_='. HERON COURT SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE SHEET NUMBER: SW02.26 2 5 7 8 9 10 H F E D C B 2 4 5 7 8 9 10 Ear TRIM OF SEDER WAIN i UNE '�1usrAum AT THE wDMOF NwA PROPERTY UNE '''''''''',11ERMA-.101N0 STOP OR =AL- MA. V7OCEAP.00RWNc£ ROT PAINTED GREEN GRACE - i/O PER FOOT MW. ST STEEL FENCE POST - PAINT MP V Cf POST GREEN S M LOCATOR DISK oI /616111.61 DO 4 SECOLIte SEWER SERVICE CONNECTION ROW (MIN) 'll MMIES 1. MINIMUM SEPARATION BETWEEN TAPS SHALL BE 18' 2. BACKFILL UNDER WYE TO BE CLASS 6 AGGREGATE BASE COURSE 956 COMPACTION DENSITY PER ASTM D -69B. DETAIL "F" RID= STANDARD MINDS ,DADAS SERVICE CONNECTION NON.Zu NK s HIGHER THAN b n OUTSIDE UP 2' LO DI GIRATTEED COIR EQUALto WORD 'SLIVER. is NTO COVER. RING G COVER -SET TO PARALLEL JUSTREufimTa alGRADE WITH A MAXIMUM H6H WITMEWALL TMICCK s2,F - 6. (TLI.0TNROAMNSAL) JOINAND GUTMINTS DE AND OUTSIDE. GROUT UFT HOLES ON INTERIOR, INSTALL 1 1µt DIAMETER RAM -NEN ON MANHOLES LARGER T AY EARRCAS PRRBNF�.0 CONCRETE MATH. BEL BY FERNCO OR APPROVED EWA +) PIPE E NHOLE STEPSALL APLASTC MCCE PSI RIR L APPROVED EQUAL WYE FITTING ITATIFirALL uP TD LYNEE US ANON2. GIN EACH [ERECTOR CAST IN PLACE RVBeERGNBOTOFIF]OBLE EARTH Ram NECESSA E AS PIPE TO ORNNAAROUND PROVIDE GIN ItCOMPACTED 3/C DROP MANHOLE DO. SWEEP MONOUTHM ASTM -C1.61 I VN 1. ALLLLAC NCRE�TE WORK SHALL CCIPLY WITH LATEST 0-5113 SPECInCATONS 2 USE 5'1.0. WHEN PIPE SIZE IS' -24' RIND! STANDAR/ INT.'S ,EDF .<AW DROP MANHOLE GROUT ELAN 2 LOADINGMH FRAME ARO COVER HS20 ROR EQUAL IN6 .THH WOYMER. C TO COVER ER WORD CAST CONC. GRADE RINGS SET IN NCH - SHRINK GROUT CORE z -r INSTALL I' DIAMETER DOUBLE RAM -N. JONTS (NODEMNOD w6TKso[ GROUT LFT HOLES CH DIAMETER RAMS-NEK ON MANHI 5MANHOLES LARGER THAN 48. - g 5' MIN PLASTICNOAU P IA COMA 6 MODEL PSI AS. EIR APPROVED EQUAL ECASTMANHOLE BARREL PEERCOHCREIE HAND SHAPE AS UND PIPE M PROVIDE DRAINAGE TOP OF BENCH FR�naoGR LOE®UU. GINS CREENOM Par0/4'' V STANDARD MANHOLE I. ALL CONCRETE 631,6 SHALL COMPLY LATEST C1-316 VECIFIDATIONS E -CAST RAMC. BASE 1.11 FIRST BARREL SECRET CAST MONCUTHN AM -CAM DETAIL "A" N COMM =TIM RIC,. P,. -..17,P, RPM WARDDREADS De. , EDCM STANDARD MANHOLE CISPERSE LARGE ROCKS IN THIS MBE PROVICED ROOKS DO NOT INTERFERE YETI BACIOILL COMPACTION REQUIREMENTS EOULOERS GREATER THAN 1M TO EE REMOVED FROM BALL:FILL —AND DISPOSED OF OFF STE. \ICOG TGR THAN 6 ALLOWEDNO ROLLS GREATER «41•HL THAN e NIG LONE NATEMA IFF Ertl % TRENCH 13 LL PIPE BEDDNA 7(18W SEWER PIPE BEDDING DETAIL "E WSEDINDASHR COON MR= RIC A. N,m,con_ ,,, - —.. MIND SLMRD OMAN caw ,000.x. ED AM TRENCH DETAIL OWNER/DEVELOPER: rRRRR� Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: Lou IFwNIMox 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: SANITARY SEWAGE DETAILS SHEET NUMBER: SW03.01 2 3 4 7 8 10 H G E U C B 2 4 5 7 8 9 10 PIPE PMC Ps- MBE YETHYLENE -`,111 irrr 2� R; ams MELD INSTALLATION ERE SPECSCALLY - PORED LYETHYLENE WL W THYLENE WRAPSTEP 1 - PLACE RIFE OF POLYETHVENE MATERIAL ON PIPE PRIOR TO LOWERING IT INTO PUCE PREVENTDEMISE CARE TO OF PE MVL P MTI GRAVEROCNSSETC, PLASS TUBE IN PLACE STEP S N PUCT: NEATLY CRAM UP AROUND THE PPE BARREL FOOI➢ED ONN ttIP OFPIFEMAN�TAPED POLYETHYLENE WRAP DETAIL "1" A* WW&ERrrem PC ,..ifwI„r1x,-.MMX, a MMEDD Rx.,A PR «AM POLYETHYLENE WRAP CONNECT VALVE PER SPECIFICATIONS TO TEE PUMPER NOZZLE SHALL FACE ACCESS THREE PROF ADJUSTABLE VIEW BOX CONCRETE REACTION ■■ ID W BLOCK Ann ma a-ii0"! 5t' y� Iy �-` •� ` NON- RiSIEO STEM COO,T�V;ALVEWE .. . ,. / COW BLOCKS ' TIE RODS W/ EYE BOLTCALS � UNDISTURBED EARTH F DRAY PR; 21 CUBIC DETAIL NnTFc. FT. OF 7-T/2' WISHED ROCK 1) ALL JOINTS FROM MAIN TO HYDRANT SHALL BE RESTRAINED MECHANICAL JOINTS OR FLANGED JOINTS. 2) HYDRANT. VALVE AND FITTNGS TO BE 250 P.S.I. RATED. J) POLYETHYLENE MAP SHALL COVER O.I.P. ASSEMBLY RCM HYDRANT BASE TO WATER MAIN. HYDRANT4) ALL .P. UNLESS OTHERWISE NOTED 5) CENTERLINECF HYDRANT TO BE 4,-0.FROM BACK IOF CURB UNLESS OTHERWISE NOTED. 5) INSTALL VALVE STEM EXTENSION AS NEEDED TO INSURE THE DISTANCE FROM VALVE BOX UD TO TOP OF NUT SHALL NOT EXCEED 5.-0- 72 GAUGE INSULATED COPPER TRACE WIFE FIRE HYDRANT ASSEMBLY INSTALLATION DETAIL FIRE HYDRANT ASSEMBLY �DB�,&RVH ROAR a 13111114p7,/ENDS BUT 90 DEGREES AS SHORN . MI 17 VERTICAL THRUST BLOC( - SECTIOIL BENDS - PLAN FM ,EBI. PIPE PRESSURE) RIRITLRBED TEE _PLAN MINIMUM BEARING SURFACE (SF) FOR 200 PSI AND LESS OPFTPE Row 11-1/,P X7 1/p 45. 2.5 5.0 9.0 1.3 25 5.0 9.0 6.4 10 18 13.7 1Y 27 5.4 10.5 19.3 13.7 Al 9.3 33.8 218 290 36.6 . 200 PSI INTERNAL tlP�. SURE I CWOING WA MN R MEGALUG RESTRAINTS NAY BE USED IN COALAJNOTON H THRUST A ALL TXRUST BUM. ELLS FOR MINIMUM TIICNNESS fa. NATURAL SHALL PLYWOOD 9 BEARING AREA BASED ON SOL BEARING PRESSU 6. CONCRETE SHALL HAVE A 28 DAY CCMPRESSIWRE 20W IC/ OEAO ENO - PLAN PE PU ,L I nPE PNE55DRn IN1ErIVN"FREEPS MA TORCAL CROSS SECTION. MINIMUM BEARING SURFACE (SF) FOR 250 PSI AND LESS ROM In -yr 22 -1/2° CE 0 6.2 11.4 1.5 8.2 11.4 0.0 101 9.25 17.1 12.0 14 6.7 13.1 24.2 171 5.8 11.8 22.7 42.0 29.7 w- 9.0 129 GAB CONCRETE THRUST BLOCKS DETAIL "2" AtlednInsma GRWmv AllaW2 INC tie RHRI*IR-o.xmSAMO AMMO SEEWMMR enxna 1..9o/te 4 AW CONCRETE THRUST BLOCKS 3/4' BELOW FINISH® GRADE TYPICAL GATE VALVE NOTES: 1. ALL VALVES .JACENT TO FITTING SHALL BE AU. IN UNE VASES P3 BE 1A2 NJ. DESIGN TONS Of VALVES ARE OUTSIDE DF CONCRETE. CURB/GUTTER AND INSUREVALLEY PANS. 2. INSTALLED VALLES MICH (STRUT BATH CONCRETE ARE. WALL BE RELOCATED AT THE CWIRACP3RT UPENGE 3. .15 DETAIL DOES NOT APPLY P2 HYDRANT ASSEMBLY VALVES. A INSTALL VALVE STEM EXTENSION AS NEEDED TO THE DISTANCE FROM VALVE BOX UN TO TCP Of NUT SHALL NOT EXCEED 5-0- 5. THE TRACER TIRE WALL BE EXTENCED TO THE SURF.E AT ALL VALVES AND FIRE HYDRANTS. THE RARE SHALL BE EXTENDED TOWARDS THE OUTSIDE OF THE VALVE BOX UNTIL THE AIRE IS WITHIN FOUR GROUND TOP CP THE UO, AT WHICH POINT IT SHALL BE BROUWT BAC% EI4»I ifTHE THE BOXAND SECURELY FASTENED. SUFFICIENT SLACK IN THE OUTSIDE CP THE WIRE WALLBE PRONGED TO OOMPENSAIE FOR ANY FUTURE .JUSIMENT TO THE VALVE BOX. DETAIL "5" Aroma 0/ ON MENSES St k mMOI r m *IS 6.SID MAMBO MUMS A. ,A.Aw « RM TYPICAL GATE VALVE SERVICE STUB -OUT BEDDING 51-11: MINIMUM COVER TER SANS TYPE K COPPER PPE CONCRETE BACK .111erteREOr' SOIL %/ i%\F\FWW\ (\ \.O..,iV// ` / / //'y✓l\l% /iii/ ELE3"11 LOCI TOEA BE wA_TED.cHATEvERTHE Ms g_PART.Y UNE AT 252 'OR WATER SERVICE STUB OUT DETAIL "3" wpm.5/SOMIINSEI COMM RINS St ax SI SIA . m W xo ,AVM W,.AMM®A".RgCroftA. NW SERVICE CONNECTION vERT PA LAW cuw-Erns A xp USE 40 EEO BYES • RED GRADE M111 A PRE9ST ECCENTRIC CONE .HZ" gam CH WEISS %ova�Wvr LASER TEMA 4.3. ALL MAcRHOLEATISS MA WOUSTINES MODEL PSI .91 PRECAST REINFORCED CONCRETE RISSOLE TMAN M„sDE UP B Mp W nN5 COWNLE 12 GAUGE NSULATE0 COPPER WE GENFRAI NGTFS 'GCBS. BITI LATEST Wile SPECSICATONS SEE SHALL eE SPEW., AND MEETRZATER 2" COMBINATION AIR VALVE & MANHOLE I FGFND ® Y WPWAnDx TIBFRS MRESOS eaET ® Yx nxsAom arms NEPIL ® r MIEW (OWE W HMCO) ® Y114.061 IBHI Ano 1.. AR AHE Mt. RELEASE yaw ® YXq POSSE meow DETAIL "7" 4/ SCHIIINSEI COMMA ERPNS aVF a a1•50,meo TOO-mmnwv, BIM MIMEO !WW/8 AN 2" COMBINATION AIR VALVE & MANHOLE OWNER/DEVELOPER: RIVerI!tEge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: opuIuHIoHR 8140 Partners, LLC PO Box 0426 Eagle, CO 81631.0426 Phone No: 866.934.8140 www.8140partners.com PRELIMINARY NOT FOR CONSTRUCTION 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: WATER SUPPLY DETAILS (1 OF 2) SHEET NUMBER: SW04.01 7 H E D 2 4 5 7 8 9 10 CONCRETE BARREL SECTION (24" ID) 6 RING AND COVER.TYPE CASTINGS INC. (INH-250-24-Cl/INVERTED) OR APPROVED EQUAL BY comm. FD TO BE PAINTED BROWN AND EMBOSSED MTH "RAW WATER" ITT FROST SEAL TO BE INSTALLED. (SO(MN [AVE 24" 2' I/2" BRASS OUTLET CONNECTOR W/ NST THREADS (TO BE APPROVED BY DISTRICT) MNNGUARD 2" BLOW -CFF HYDRANT (OVERALL OMAIL LENS.. M NOS SH LL EQUAL DEPTH OF 2' SCREENED ROC( OD NDISTURBED EARTH OR THRUST BLOCK Y BRASS STREET "L" (NOT BY KUPFESIE FOUNDRY) CRUSHED ROC Y BRASS NfPPLE (NOT BY KUP FREE FOUNDRY) 2' TAP DOUBLE STRAP TAPPING SADDLE (TWE FORD OR APPROVED EQUAL.NOT BY KUPFERLE FOUNDRY) NAIN PIPE (SEE PLAN NEW FOR SRF) TYPE: ECLIPSE No. 78 NOTES .s -Off Hydrants ehal/ be non—f iq, self d oinAFg type. Set underground /n n town approved meter box, these hyd nts ,WR be fumbned wrTh a 2" RP inlet a non-brmbg openarteshall open RapeSll be of b - design, be e.teaAfigi�P/Pglrg. IN. outlet shall also be bronze and be 2-1/2" HST. HSMmnb shag be lockable to prevent unauthorised use as maafactaed by KrpfMe Foundry Co., SR Louis, MO, or approved equal. (Overall lagth 6 - shorter Nunn soma/ depth of bury. Minimum open/rg in meter box should be 201) AIR RELEASE HYDRANT (MANUAL) DETAIL "8" IMVIIIHBUMA, »x� . „41A9IADW AIR RELEASE HYDRANT (MANUAL) SAKITAISf sum DNB CONCRETE ENMOJENT. MASEMENT TM MEND SECTIONO STEEL CASING THICKNESS AND COATING PER REGULATORY AGENCY WRE olumum HIGH DENSITY RUBBER CASING MTH 3/4" WIDE STAINLESS STEEL STRAPS. PIPELINE SEAL AND INSULATOR CO. MODEL W ACCEPTED EQUAL • STEEL ENCASED WATER LIE STEEL wspar- oN NA SECTION (iSFWµ ) CONCRETE & STEEL PIPE ENCASEMENT IN-a..ar AMID erexuen mreve DETAIL "14 CONCRETE AND STEEL PIPE ENCASEMENT DISPERSE LARGE ROCKS IN THIS ZONE PROVIDED ROCKS DO NOT INTERFERE NADI BACKFILL COMPACTION REQUIREMENTS BOULOERS GREATER THAN 1r TO EE REMOVED FROM BACKFILL —AND DISPOSED OF OFF STE. Iz o "wan azz- LL BEDDING ZONE PIPE BEDDNA 7f1NF WATER PIPE BEDDING DETAIL "9" 4a F.IDRd� a:MAY MO. NTC sa eF.sPlaa ce,oe-eee.p+✓ SEIMR, BMWS arA: r As AN TRENCH DETAIL STANDARD Amu 416, AFNTEFED BASIC POSITIONS CASING SPACER l PVC PIPE p_.1' CASING SPACER I I DUCTILE IRON PIPE n PLACEMENT CF SPACERS ON CARRER PPE t•1 RESTRAINED TEEL CASING TAINLESS STEEL BAND SPRAY EXPANDING TYPE FOAM (MIN 3 THICKNESS INSIDE CASING) UBBER SEAL TAINLESS STEEL BAND END SEAL CARRIER PIPE NOTES: I.) GENEPN: ONE SPACER sRNA BE PLACED NOT MORE THAN IWC FEET FROM EAcx END OF THE CASING suesEMJRAT SPACERS sNAL BE P ED AT ID INTERVALS WITHIN THE CASING. z) EACH OF THE BELL WHEN THE JOINT IS COMPLETE. DIE SPACE EOU END INCmNCMTsRITA THE BELL Ar THE JOINT SO THAT TAD �m PUSHEES THE JOINT AND REUEVES COMFRESSM WITHIN THE JOINT. SUBSEQUENT SPACERS SHALL BE PLACED AT ID INTERVALS. a) reRReK WFENASA. MFG. OD. GF TDRNNLLE. R DR AWOP MODELICAR STGNLFCT STEELE ASING SPACERS AS TMUFACT TSD BY 4) ATYPE GMETS MANUFACTURED BY US PIPE OR LL PIPE JOINTS LOCATED WITHIN TIE CASING AND THE APPROVEDAna Jo. EITHER NED BY usa. SIYA, LOCK EQUAL BY ESTRICT °ENGINEEE OF R. TALL RESTRAINEDr. STULL BE PIPEIS TO BE TYPE MON-)DIM Dsnau GFR D EQUAL BY DISTRICT ENGINEER. ALL RESTRAINED PIPE IS TO BE INSTALLED USING THE F.) usm NEDGIPER SPECIFICATIONS SUPPLED BY CASCADE WATERWORKS MANUFACTURING COMPANY OR APPROVED EQUAL BY PIPE ENCASEMENT DETAIL NIS IPIPE ENCASEMENT DETAIL! DETAIL "15" rvyed es SBITVISMI CORDON R11YSl. NYE Re. 2Rmlaee:l1e-a2aa.a MIS SFJRMURD BREAM Dew lA/%LS Bo oar PIPE ENCASEMENT DETAIL OWNER/DEVELOPER: RIr1de 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 (PUB) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED B" - TEP I SHEET `IT__'. WATER SUPPLY DETAILS (2 OF 2) SHEET NUMBER: SW04.02 2 3 4 10 H G E C B A 2 3 4 5 6 7 10 / } r SECTION LINE \ TOWNSHIP LINE 7' \ \ \ m m ti F \ \\ \ \\ \ \ \ \ \ \\ \ 20 \ENS RESP \\ c.,21)\ \.„7041 \ Y, \g . ENA�� \ \ EPSEM \ \ \ \, \ \ • EXIST. BIKE PATH ' v� \ \\ \UU\ RAW WATER IRRIGATION DEMAND FILING NAME HIGH PERFORMANCE AREA (ACRE) TRADITIONAL PERFORMANCE AREA (ACRE) LOW PERFORMANCE AREA (ACRE) MAXIMUM RAW WATER DEMAND (CFS) MAXIMUM RAW WATER DEMAND (GPM) RAW WATER DEMAND {ACRE- FT/YEAR) RAW WATER DEMAND {ACRE - FT/ACRE) FILING 1 2.20 12.52 6.30 0.53 237.20 43.95 2.09 FILING 1A 0.00 1.72 0.00 0.04 19.50 3.62 2.11 FILING 2 0.68 8.89 3.59 0.33 146.57 27.14 2.06 FILING 2A 0.00 1.63 0.00 0.04 18.51 3.44 2.11 FILING 3 1.39 12.44 4.90 0.47 210.40 38.99 2.08 FILING 3A 0.00 0.99 0.00 0.02 10.69 1.98 2.11 FILING 36 0.00 1.87 0.00 0.05 21.28 3.95 2.11 FILING 4 0.56 4.32 3.43 0.20 91.34 16.89 2.03 FILING 4A 0.00 0.79 0.00 0.02 8.94 1.66 2.11 FILING 5 0.99 11.02 3.02 0.38 169.75 31.48 2.09 TOTAL 5.81 51.14 21.24 2.08 934.19 173.10 2.09 • EXIST. GLENWOOD DITCH (TO REMAIN) \r PROP. TRAIL END PROP. DITCH \ EXIST. (T i LEN WOOD LOCATION \ \, LENWOOD DITCH BE RELOCATED) PROP. RELOCATED GLENWOOD DITCH FILING 2\i,( FILING I '''\`, O\ T- it \\\ \ ,\ N \\\U\_ 0 0 _ \� _ _ _ A SCALE IN FEET PROP. WATER QUALITY POND MATCHLINE SEE SHEET SW05.02 100 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: Iowlovolonn 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: S. OTERO SHEET TITLE: IRRIGATION SYSTEM PLAN (1 OF 4) SHEET NUMBER: SW05.01 2 4 7 8 9 10 H G E E D C B A 3 4 5 6 7 U 9 10 • i— — PROP. RELOCATED GLENWOOD DITCH EXIST. GLENWOOD DITCH (TO BE RELOCATED) MATCHLINE SEE SHEET SW05.01 • Ts 1 PROP. TRAIL \ • FILING 1 EXIST. BIKE PATH �\ \ \ \ \r E\S�M20 RFLP P 1/c/34 ,I,0341 ./ 035 ,.433 \\ FILING 1A 03 i"' 334 .PROP. RETAINING WALL \\ PROP. WATER QUALITY POND \ \ \ \ GD t PROP. RAW ��WATERLINE HU BRE PROP. / BEGIN PROP. GLENWOOD-1.-334N BRIDGE DITCH REELOCATIONN FILING 1 i EXIST. BRIDGE �(TO BE REMOVED) EXIST. GLENWOOD DITCH 4 ----- rr FILING 4A FILING 3BIj I�,i FILING 3 1=1 IMO MATCHLINE SEE SHEET SW05.03 100 SCALE IN FEET 0 100 EXIST., CDO�—OW . \ I 1 r �1 1 EXIS` BRIDGE/7 (TO REMAIN) J INN 200 OWNER/DEVELOPER: Jeer edge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 1.,,csinuangI can H)1 8140 Partners, LLC PO Box 0426 Eagle, CO 81631.0426 Phone No: 866.934.8140 www.8140partners.com 1671 075690. SUR .3400 00811, COMM 80202 Pre 303-764-1520 PAX: 703-860-7139 KEY MAP: SH82 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: PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: SHEET TITLE: IRRIGATION SYSTEM PLAN (2 OF 4) SHEET NUMBER: SW05.02 4 5 7 8 9 10 H G F E D C B A 2 3 4 7 8 9 10 N FILING 4A • FILING 3B /I �. f ORE`` T /,'•COURT 1' 1 I MATCHLINE PROP RAW WATER IRRIGATION SEE SHEET SW05.02 PRE—TREATMENT POND FILING 3 PROP. TRAIL SEE RAW WATER SUPPLY AND DISTRIBUTION PLAN DATED JANUARY 14, 2011 FOR ADDITIONAL INFORMATION l r ti • EXIST. 50' 1 ■ EASEMENT ' t 11 I 1 0 1 11 1 I, ■�1,3 -na 11 1 IS, 1 1 \ II .1 II I. 0 .1 1I to 1 , 1■ 1' " 1 111 1 4� I 1 ' p0 n 1 11 1 1 ' O 1 '1 I ' \ 1 • 1 ' r 1 II j�l o 1'1 tl 1 ' I 1 0 I r -1' --- 1 IIIA 2, i I ', ■o 11 1 ' I 1\1 EXIST. GLENWOOD DITCH \N '—TOWNS'HP LINE • \/- • 'O MATCHLINE SEE SHEET SW05.04 EXIST. cool.ROW 'II ';\ 'I 11 '. '\ IQI 1 11,1 4' 11 \ 11;g1� ' 1 \14' Il 1 1` t p", 1 1i ' a;l II 4 II o \1,1,\ V1;1I`11 1�Q;1 1 1R1 11. /� v1A 1 '1 j; \ I, P, `\I \II y �I,AA; 1\ . \ 1 1 1\.,,„1'\ d l \1„ `? 1 1 I 1 ,' 100 0 SCALE IN FEET EXIST. BIKE PATH \'1 100 200 OWNER/DEVELOPER: ��ver �Ve 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: SHEET TITLE: IRRIGATION SYSTEM PLAN (3 OF 4) SHEET NUMBER: SW05.03 2 4 5 8 9 10 H G F E D C B A 5 7 8 9 10 MATCH LINE SEE SHEET SW05.03 FILING 5 —EXIST. GLENWOOD DITCH `~-- .1 1 1 EXIST BIKE PATH I �a ;1 \ 1 O • 'L ♦ \ \ \\ : `♦ \ \ ` \ \\ •♦ li \ Flip• ,\ 4)iFc,<- R R/r \,...„. I N • 100 N 0 1 OD SCALE IN FEET OWNER/DEVELOPER. Ri7er1dge .......,,.. COLORADO Carbondale Investments, LLC 7999 HWY 82 Phone No: Carbondale, CO 81623 970.456.5325 CIVIL ENGINEER/PLANNER: Y 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: SH82 orpfteA 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 BY: SHEET TITLE: IRRIGATION SYSTEM PLAN (4 OF 4) SHEET NUMBER: SW05.04 2 3 5 7 8 9 10 H G F E D C B 2 3 4 5 6 7 8 9 10 CATTLE �• \ �_�� CREEK — \ \ ` 1 • .. •• \ °\ • \\ Q \ 000y, i \ \\ O� \ \ \ • \ \ \ • EI� IST. GLENWOOD - Di Hy i 13+00 u \ \ • \ ••FF OO Y 0,-'_ 0+ 0 a0-0 / .--------_-7-1, N. EXIST. BRIDGE (TO BE REMOVED) 1 ti r ID=GD-MH-2 N=1596593.62 E=2501844.82 j oil9)60 I ,�oo�' �/ �1 i.� o z/ ►� av v ID=GD-MH-3 j -C - N=1596621.06 i l a I i 1 E=2501601.82 • XOO '66c 7 •\ \ \ -----.,-- \ -_ - N ,♦ •♦ \P\• • :=0,a09"BEGIN PROP. GLENWOOD L• `o..\` -' DITCH RELOCATION j,''T/ ��� `` • F,�I�E'O: ID=GD-MH-1 / - \ `• ♦ \ \ N=1596522.42 I \ - \ • \\ \ ••` \ E=2502177.69 - 'A_ - }moi \\ v y •� /� �'' )) 1 \ EXIST. \ 7 _- ..-'' I \ \ ° BIKE PATH -1Y.' \ ♦♦ ✓/ \ I W► \ ♦ \ \ _K� . ` i_ . . `•CIII •Ii • . \ a x Et -,511 NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR Q SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. GLENWOOD DITCH \ A � �� ��, V ID=GD—MH-4 11) N=1596842.20 + E=2501443.21 19+00- r 50 0 5p 0 SCALE IN FEET HORZ: 1"= 50' VERT: 1"= 25' 6030 6020 6010 6000 5990 5980 5970 5960 5950 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. RELOCATED DITCH PIPE MATERIAL SHALL MATCH EXISTING PIPE MATERIAL. HOWEVER, OTHER MATERIALS MAY BE EMPLOYED (i.e. RCP, HDPE, STEEL, ETC.) DEPENDING ON DESIGN CRITERIA, DITCH CONFIGURATION, ANTICIPATED LOADING OR OTHER PARAMETERS. 4. PROP. GLENWOOD DITCH MANHOLES SHALL BE TYPE 1. • J S Q I2 i / /.5 a EXIST. GLENWOOD DITCH (TO BE RELOCATED) 9+00 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 5950 OWNER/DEVELOPER. • Myer ve 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 WOW WW ear 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: OTEE SHEET TITLE: GLENWOOD DITCH RELOCATION PLAN AND PROFILE (1 OF 3) SHEET NUMBER: SW06.01 2 3 4 5 7 8 9 a 0 0 \ L..1 o VI 1 18 MIN. COVER- EXIST. GROG , PROP. GRADE > CC CC 0 PROP. 10 -INCH ■ POTABLE WATER D.I.P. -9 k PROP. 48 STORM SEWER -INCH RC C76 UTILITY CROSSING -A v EXISSP - _ — _ _ _ _ _ _ _ — L=334' _ — _ _ _ � L=266' S=0.22% DIA.=48" L=144' S=0.23% DIA.=48" iS=0.229 DIA.=48" DIA.=;8" - % IA.=4 3 PROP. SANITARY 10 -INCH UTILITY 11 - PVC SDR 35 CROSSING z w_3 M03 O r O O m 0.co -/Y1 CO 47 O CO CO i'�) .wi W .moi a d- vt M,t CO RI- 4 a OJ N N DJ N T = TA.=1'0+00. RIM EL=600 INV. OUT=59 N s c0V O O a7 S H S N II JI II �. =+,p o II 03 CO N II < ; 07 m 0 GON N II J ii i-- t Z O M > Z Z =+ioN 1 o II O(7 . co -IIT O Ce II 0D JI II 5 II w o < C) > K Z Z 1 0 0. b U II II w Z o < C) > > N Z Z 9+00 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 5950 OWNER/DEVELOPER. • Myer ve 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 WOW WW ear 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: OTEE SHEET TITLE: GLENWOOD DITCH RELOCATION PLAN AND PROFILE (1 OF 3) SHEET NUMBER: SW06.01 2 3 4 5 7 8 9 H G F E D C B 3 4 5 7 8 9 10 PROP. TRAIL 50 / ID=GD-MH-6 N=1596874.87 E=2501231.99 21+00 /�- �� --------------- co N J __ ID=GD-MH-5 1 c4• \ • �� N=1596886.05' _E=2501300.15_LLi --- 0 PROP. RELOCATED GLENWOOD DITCH N N \ —� i -r-----5 _^- OO _ —_-- I , ▪ --- 1 jl Xso �-_--______MICA COURT G N=1597191.72 +00 - E=250111064.14 _ _ --- PROP; - RETAINING WALL 5 1 0 SCALE IN FEET HORZ: 1"= 50' VERT: 1"= 25' 6030 6020 6010 6000 5990 5980 5970 5960 5950 0 /f// / ,,„•••!.... r PROP. TRAIL k00 26+00 27+00 28+00 ID=GD-MH-9 N=1597522.96 E=2500889.19 /1 — irrr - ------------ - ------ t II DO -- 00 ID=GD-MH-8 N=1597247.57 \i� E=2501087.34 - \ —aa -- 001- — ao - 0a 29 v ti 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 �Iv��aloma� 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: GLENWOOD DITCH RELOCATION PLAN AND PROFILE (2 OF 3) SHEET NUMBER: SW06.02 9 10 I I PROP. GRAD: I I� -18" MIN. COVER V l / A EXIST. GROUND 5=0.23% L=333' I L=62 3' 5=0.22% DIA.=48" \ L=353' .0-0.22% \ — _ ---LLL ____ — — � — — — — — — — DIA.=48" / DIA.=48" .� _ `DIA._ --s=6:2-33` — I 3 z az zz N oNi .� a� STA.=20+75.78 RIM EL=6002.51' INV. IN-5995:38'(-R INV, OUT=5995.38'(1 yi,ro �WCLo1't -7o a,loW o mor`Loco o- I0 O +co °N'� 21 0 11 11 .D 69 I s =+ d' u '. w. m _ II g d- O +coi / II II _ a 0 }�uO1i ro cc ,n II 4� ❑ I� w z o II ¢ g > > z z D CJ II a a, CD II a ¢ N ,, z O' a CD > > II z z o ci W o g M > > z z p Ca 11 o .� Iv a g r a ? 0 > > z z _ _- 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 �Iv��aloma� 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: GLENWOOD DITCH RELOCATION PLAN AND PROFILE (2 OF 3) SHEET NUMBER: SW06.02 9 10 H G E D C B 2 3 4 5 7 8 9 10 DI - PROP. TRAIL r 30+00 31+00 T = 0� _ 40 OO ID=GD-MH-10 - - - N=1597792.25 E=2500854.85 - 32+00 01 --i 1 9O _?- 01 ' I / ---- 7-�_ 33+00 / / / ID=GD-MH-11 1' \\ N=1598210.02 i E=2500748.96 I\ 1 \ N )4,f00----' 35+00 36+00 37+00 \ 38+00 38+71— — / / N - N 09 4� ELK- TERRACE STREET 50 0 50 100 SCALE IN FEET HORZ: 1"= 50' VERT: 1"= 25' 6030 6020 6010 6000 5990 5980 5970 5960 5950 / 100 PROP. RELOCATED GLENWOOD DITCH / / / ;/ —afl/ — __ ,60 EXIST. GLENWOOD DITCH OJ--�-OJ 09��3 09_79 - 0— —00— tea_ — — - END PROP. GLENWOOD _--------_____________ E------.�'� a`��`�'T DITCH RELOCATION ___ ' -��_ �' ID=GD-MH-12 _____________ it-- = ____________ N=1598536.11 F _ / Ccs - _ _� _____ ____ E=2500676.42 'SCO/ co — EXIST. GLENWOOD DITCH'' ' 0 / (TO BE RELOCATEpY / O < 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 5950 OWNER/DEVELOPER: rRRRR� Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 'ovIree olomoo 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=E: SHEET TITLE: GLENWOOD DITCH RELOCATION PLAN AND PROFILE (3 OF 3) SHEET NUMBER: SW06.03 4 9 10 I PROP. GRADE EXIST, GROUND 18" MIN. COVER- / / �- 1`'' L=324' 01 DIA .24% =48" L=265 S 0.229 DIA.=48" TA.=31+05.56 'IM EL=6000.30' INV. IN=5993.11'(5) INV. OUT=5993.11'(N) EXIST. DIA=48" CSP ,r 1Q 0 4.- a 'P rN o m -on _+w --14r; ui II IIo m1 II o_ 81 li'`V �w8Mll Q . - Z II o��ZZ wZ ¢ > > _ 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 5950 OWNER/DEVELOPER: rRRRR� Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 'ovIree olomoo 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=E: SHEET TITLE: GLENWOOD DITCH RELOCATION PLAN AND PROFILE (3 OF 3) SHEET NUMBER: SW06.03 4 9 10 H G F E C B 2 3 4 5 7 8 9 10 LOCKING COVER/LID WITH FRAME 24'0 HDPE 1 RISER HDPE PIPE STUB %\ BACKFILL WIDTH PER HDPE RISER MANUFACTURE SPECIFICATION BACKFILL MATERIAL PER MANUFACTURE SPECIFICATIONS IRRIGATION TYPICAL HDPE RISER DETAIL CONCRETE BASE SCALE: NTS COVER/LID OPENING FOR PIPE CONNECTION AS REQUIRED IRRIGATION JUNCTION BOX DETAIL HDPE JUNCTION BOX SCALE: NTS VARIES NATIVE GRASS SWALE PER LANDSCAP NG OR D50 ROCK WHERE INDICATED 3 Y\� \�\ \\\ IRRIGATION TYPICAL DRAINAGE SWALE SCALE: NTS LEXST OR PROP. GRADE DRAIN PIPE-" 2D D PIPE OUTLET GRAVEL PACK 4. PLAN 30° MAX. \� MATCH EXST GRADE \\ DRAIN PIPE EXST. GRADE �G Joop \\moi��gaoor GRAVEL PACK SECTION IRRIGATION TYPICAL PIPE OUTLET < 18" PIPE DIAMETER SCALE: NTS 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 (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: OTTS°, SHEET TITLE: IRRIGATION AND GLENWOOD DITCH DETAILS SHEET NUMBER: SW07.01 2 4 5 7 8 10 5 0 0 za a_ a 0 S N z 0 N 0 0 N H a N N E o o w z E o H d Y o H0 p 9- w02 Qoo z 00 L_ LL LL H G P, A 4 5 7 8 9 10 LOTS BY FILING, AFFORDABLE HOUSING, AND CONSTRUCTION SCHEDULE (PROPOSED PHASING SEQUENCE) FILING LOTS BY ; I ESTATE' TOWN 1 VILLAGE FILING ATTACHED" POTENTIAL AREA GARDEN HOMES' DISTURBED (ACRES) CONSTRUCTION ESTIMATE IA 0 0 0 0 28 3.16 20142015 1 0 39 15 16 0 3714 2014-2015 2 0 42 I 8 0 0 27.58 20182017 2A 3A .,.,...., 0 0.........1 0 0 0 I 0 0 0 ............... 19 2.95 73 187 2016-2017 2018-2019 3 ........... .. 3B 0 39 I 0 ......... 0 ...0..........I 0 ......... 20 0 ........... 0 3000 21 ....... 3.07 ............. 2018.2019 201&2020 19 11 0 0 i 0 0 14 1.45 2019.2020 4 5 0 27 I 0 917i 35 0 0 - 0 I 14.11 0 7 38.17 20282021 2020.2021 9 I 164 I 56 38 95 159.18 2014-2021 I INCLUDES EXECUTIVE LOT I \ ,ry SECTION LINE \ LIOWNSHIF N FY \ \ Ili lei is ti 0 \ \ EXIST. BIKE PATH \` \\ N 100 0 100 200 SCALE IN FEET EXI T. GLENWOOD DITCH (TO REMAIN) • PROP. TRAIL PHASE 0 \ END PROP. I ILENWOOD DITCH F4: LOCATION \ D\ 'PHASE 0) (r 0 LENWOOD DITCH '\ BE RELOCATED) v, (PHASE 0) PROP. RELOCATED GLENWOOD DITCH (PHASE 0) L(I \ FILING 2`,6" , FILING I I PROP. WATER QUALITY POND PROP. CHANNEL PRELIMINARY GRADED (PHASE 0) - - (FINAL GRADE LY FILING MATCHLINE SEE SHEET CP01.02 NOTES: PHASE 0 ONSITE IMPROVEMENTS PRE DEVELOPMENT RECLAMATION WILL INCLUDE: RELOCATION OF A 2,900 FOOT SEGMENT OF THE GLENWOOD DITCH; COMPLETION OF SITE GRADING ACTIVITIES (BALANCED EARTHWORK TOTALING APPROXIMATELY 1.2 MILLION CUBIC YARDS) INCLUDING PRELIMINARY INVESTIGATIONS ASSOCIATED WITH HAZARD MITIGATION ACTIONS; CONSTRUCTION OF THE PRIMARY SITE DRAINAGE FACILITIES (I.E. CONVEYANCE CHANNELS AND WATER QUALITY PONDS); AND REVEGETATION OF THE DISTURBED AREAS PER REQUIREMENTS OUTLINED IN THE REVEGETATION PLAN. FI 1 1 OFFSITE IMPROVEMENTS: THE PRIMARY OFFSITE IMPROVEMENTS TO BE CONSTRUCTED AS A COMPONENT OF FILING 1 INCLUDE: SITE ACCESS FROM HIGHWAY 82, AN AT -GRADE CROSSING WITH THE RFTA TRAIL, CONNECTIONS TO WATER SUPPLY, DISTRIBUTION FACILITIES AND. CONNECTION TO AN EXPANDED RFWSD WWTP LOCATED SOUTH AND WEST OF THE PROJECT SITE. ONSITE IMPROVEMENTS: THE PRIMARY ONSITE IMPROVEMENTS TO BE CONSTRUCTED TO SUPPORT FILING 1 INCLUDE: A ROUNDABOUT AT THE ENTRANCE TO THE NEIGHBORHOOD CENTER, APPROXIMATELY 3,740 LINEAR FEET OF LOCAL STREETS AND 1,940 LINEAR FEET OF ALLEY/COURT; 1,450 LINEAR FEET OF ENTRY STREET; APPROXIMATELY 5,000 LINEAR FEET OF POTABLE WATER DISTRIBUTION LINES; APPROXIMATELY 7,815 LINEAR FEET OF RAW WATER IRRIGATION LINES; APPROXIMATELY 2,000 LINEAR FEET OF TRUNK MAIN AND 3,600 LINEAR FEET OF GRAVITY SEWER; AND APPROXIMATELY 2,585 LINEAR FEET OF SOFT PATH. IN ADDITION, AN INITIAL PORTION OF THE NEIGHBORHOOD CENTER (INCLUDING PARKING AND MAIL BOXES) WILL BE CONSTRUCTED. APPROXIMATELY 8.69 ACRES OF OPEN SPACE, 5.02 ACRES OF ACTIVE PARKS AND 5.49 ACRES OF COMMON AREAS WILL BE FINAL LANDSCAPED. THE ROUNDABOUT IS 124 FEET IN DIAMETER WITH A SINGLE 14 -FOOT CIRCULATING LANE AND FOUR 12 -FOOT ENTRY AND EXIT LANES (ONE BEING THE ACCESS POINT TO THE NEIGHBORHOOD CENTER). THE SPLITTER ISLANDS WILL BE RAISED CONCRETE AND THE CENTER ISLAND WILL BE LANDSCAPED WITH A 10 -FOOT TRUCK APRON. IMPROVEMENTS FOR FILING 1A INCLUDE APPROXIMATELY 955 LINEAR FEET OF ALLEY FOR TRACT 90 AND SERVICE CONNECTIONS FOR WATER DISTRIBUTION AND SEWAGE COLLECTION. FILING 2 OFFSITE IMPROVEMENTS: THE IMPROVEMENTS DESCRIBED UNDER FILING 1 MUST BE COMPLETED PRIOR. TO INITIATING THE ONSITE IMPROVEMENTS ASSOCIATED WITH FILING 2. ONSITE IMPROVEMENTS: THE PRIMARY ONSITE IMPROVEMENTS TO BE CONSTRUCTED TO SUPPORT FILING 2 INCLUDE: A NEIGHBORHOOD ROUNDABOUT LOCATED ON THE FAR NORTH END OF SOP RI S VIEW DRIVE AND TRA( LSI DE DRIVE THAT IS 64 FEET IN DIAMETER WITH A SINGLE 12 -FOOT CIRCULATING LANE AND FOUR 12 -FOOT ENTRY AND EXIT LANES; A SINGLE CUL-DE-SAC IS LOCATED AT THE TERMINUS OF ELK TERRACE STREET; APPROXIMATELY 2,800 LINEAR FEET OF LOCAL STREETS; APPROXIMATELY 3,160 LINEAR FEET OF POTABLE WATER DISTRIBUTION LINES; APPROXIMATELY 3,240 LINEAR FEET OF RAW WATER IRRIGATION LINES; APPROXIMATELY 1,050 LINEAR FEET OF TRUNK MAIN AND 2,650 LINEAR FEET OF GRAVITY SEWER; AND APPROXIMATELY 1,600 LINEAR FEET OF SOFT PATH. IN ADDITION, APPROXIMATELY 9.58 ACRES OF OPEN SPACE, 2.59 ACRES OF ACTIVE PARKS AND 1.77 ACRES OF COMMON AREAS WILL BE FINAL LANDSCAPED. IMPROVEMENTS FOR FILING 2A INCLUDE APPROXIMATELY 840 LINEAR FEET OF ALLEY FOR TRACT BM AND SERVICE CONNECTIONS FOR WATER DISTRIBUTION AND SEWAGE COLLECTION. FILING 3 OFFSITE IMPROVEMENTS: THE IMPROVEMENTS DESCRIBED UNDER FILING 1 MUST BE COMPLETED PRICE TO INITIATING THE ONSITE IMPROVEMENTS ASSOCIATED WITH FILING 3. IN ADDITION, A FURTHER EXPANSION OF THE NEIGHBORHOOD CENTER MAY BE REQUIRED AT THIS FILING, INCLUDING THE POOL AND OTHER OUTDOOR AMENITIES. ONSITE IMPROVEMENTS: THE PRIMARY ONSITE IMPROVEMENTS TO BE CONSTRUCTED TO SUPPORT FILING 3 INCLUDE: APPROXIMATELY 3,560 LINEAR FEET OF LOCAL STREETS, 900 LINEAR FEET OF ALLEY/COURT AND APPROXIMATELY 5,415 LINEAR FEET OF POTABLE WATER DISTRIBUTION LINES; APPROXIMATELY 6,775 LINEAR FEET OF RAW WATER IRRIGATION LINES; APPROXIMATELY 1,000 LINEAR FEET OF TRUNK MAIN AND 3,200 LINEAR FEET OF GRAVITY SEWER; APPROXIMATELY 1,735 LINEAR FEET OF SOFT PATH AND 70 -FOOT LONG BRIDGE OVER CATTLE CREEK. ALSO, 3.07 ACRES OF OPEN SPACE, 5.59 ACRES OF ACTIVE PARKS, AND 4.48 ACRES OF COMMON AREAS WILL BE FINAL LANDSCAPED. IMPROVEMENTS FOR FILINGS 3A AND 3B INCLUDE APPROXIMATELY 960 LINEAR FEET OF ALLEY FOR TRACT AD AND 510 LINEAR FEET OF ALLEY FOR TRACT AJ AND SERVICE CONNECTIONS FOR WATER DISTRIBUTION AND SEWAGE COLLECTION. FI I 4 OFFSITE IMPROVEMENTS: THE IMPROVEMENTS DESCRIBED UNDER FILINGS 1 AND 3 MUST BE COMPLETED PRIOR TO INITIATING THE ONSITE IMPROVEMENTS ASSOCIATED WITH FILING 4. ONSITE IMPROVEMENTS: THE PRIMARY ONSITE IMPROVEMENTS TO BE CONSTRUCTED TO SUPPORT FILING 4 INCLUDE: APPROXIMATELY 1,445 LINEAR FEET OF LOCAL STREETS; APPROXIMATELY 1,380 LINEAR FEET OF POTABLE WATER DISTRIBUTION LINES; APPROXIMATELY 3,280 LINEAR FEET OF RAW WATER IRRIGATION LINES; APPROXIMATELY 900 LINEAR FEET OF GRAVITY SEWER; AND APPROXIMATELY 1,720 LINEAR FEET OF SOFT PATH. IN ADDITION, APPROXIMATELY 3.15 ACRES OF OPEN SPACE, AND 3.51 ACRES OF COMMON AREAS WILL BE FINAL LANDSCAPED. IMPROVEMENTS FOR FILING 4A INCLUDE APPROXIMATELY 510 LINEAR FEET OF ALLEY FOR TRACT AK AND SERVICE CONNECTIONS FOR WATER DISTRIBUTION AND SEWAGE COLLECTION. FILING 5 OFFSITE IMPROVEMENTS: THE IMPROVEMENTS DESCRIBED UNDER FILINGS 1 AND 3 MUST BE COMPLETED PRIOR TO INITIATING THE ONSITE IMPROVEMENTS ASSOCIATED WITH FILING 5. ONSITE IMPROVEMENTS: THE PRIMARY ONSITE IMPROVEMENTS TO BE CONSTRUCTED TO SUPPORT FILING 5 INCLUDE: A NEIGHBORHOOD ROUNDABOUT LOCATED ON THE FAR SOUTH END OF THE PROJECT SITE (INTERSECTION OF HIGH CREEK ROAD AND ALPINE BLUFF STREET) THAT IS 64 FEET IN DIAMETER WITH A SINGLE 12 -FOOT CIRCULATING LANE AND FOUR 12 -FOOT ENTRY AND EXIT LANES; APPROXIMATELY 2,600 LINEAR. FEET OF LOCAL STREETS AND 535 LINEAR FEET OF ALLEY/COURT; APPROXIMATELY 3,010 LINEAR FEET OF POTABLE WATER DISTRIBUTION LINES; APPROXIMATELY 6,130 LINEAR FEET OF RAW WATER IRRIGATION LINES; APPROXIMATELY 2,570 LINEAR FEET OF GRAVITY SEWER; AND APPROXIMATELY 1,390 LINEAR FEET OF SOFT PATH. IN ADDITION, APPROXIMATELY 16.12 ACRES OF OPEN SPACE, 4.1.5 ACRES OF ACTIVE PARKS AND 1.64 ACRES OF COMMON AREAS WILL BE FINAL LANDSCAPED. 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 KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 3/8/13 SUPPORTING DESIGN INFORMATION ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED B": SHEET TIT_-. SUPPORTING DESIGN INFORMATION SHEET CONSTRUCTION PHASING PLAN BY FILING (1 OF 4) SHEET NUMBER: CP01.01 2 3 4 7 8 9 10 H E E D B A 2 3 4 5 6 7 8 9 10 / • PROP. WATER QUALITY POND L • PROP. TRAIL PROP. RELOCATED /- GLENWOOD DITCH (PHASE 0) 11 I EXIST. GLENWOOD DITCH (TO BE RELOCATED) PHASE 0 0— aro N MATCHLINE SEE SHEET CP01.01 ;% PROP. CHANNEL PRELIMINARY GRADED I (PHASE 0) ; (FINAL GRADE BY FILING) • \ EXIST. BIKE PATH FILING 1 PROP. WATER -----_ QUALITY POND � (PHASE 0) • I F P S5EX15R0 PROP. OPEN CHANNEL TO PIPE TRANSITION. \ \ \ I I 1 1 • 11 13 O, \\ \ PROP.1 C11IRR AND Cp UTE[ER ` FIW \617 �1 \`\ H I ♦ / • •♦ \ j v' PROP. RETAINING WALL J \ \ I I I I 6II II I I II I I I I I Ii I 11 I I II 11 L iI - EXIST. GRAVEL DRIVE \\ PROP. WATER QUALITY POND (PHASE 0) S co N 100 0 100 200 SCALE IN FEET 11 I EXIST. COOT ROW 19 I i I I I I! I I I I I 11 I I I RELOCATED RUA TRAIL (PHASE 0) 1 I'd \ I IQ 1 It PROP. STORM SEWER OUTLET CH FILING 1 Md t BEGIN PROP. GLENW00D - DITCH RELOCATION (PHASE 0) \� EXIST. BRIDGE TO BE REMOVED - FIL-IN\G 4A F? I FILING 3 • MATCHLINE SEE SHEET CP01.03 Md o 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 701, 917E 2W COKR, DX011020 6207 Phew 105-761-1510 71@ 301-860-7139 KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 4/13/15 PUD AMENDMENT SUBMITTAL 3/8/13 SUPPORTING DESIGN INFORMATION ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED B'9 SHEET "TI SUPPORTING DESIGN INFORMATION SHEET CONSTRUCTION PHASING PLAN BY FILING (2 OF 4) SHEET NUMBER: CP01.02 4 5 7 8 10 0_ a 0 z a- a 0 0 F- N z 0 0 I Lfl0 N N 0 41 aN z d Y a- O a o Cw� v L.1 CO QLT( o z a 0O L 0_ 0_ G F E D C B A 2 3 4 7 8 9 10 4A7" r FILjW03B MATCHLINE SEE SHEET CP01.02 PROP. RAW WATER IRRIGATION PRE—TREATMENT POND PROP. TRAIL ILI • \ ■ Ii'EXIST R�A�' ROW EXIST 50 EASEMENT 11 I ROW be O m x 10 0 I .730 11 TOWNSHIP LINE N r PROP. AIL N 1\ MATCHLINE SEE SHEET CP01.04 I o l � II 'I I EXIST. GLENWOOD DITCH N 100 0 SCALE IN FEET EXIST. BIKE PATH II 5 1 EXIST. GRAVEL DRIVE 100 200 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 KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 3/8/13 SUPPORTING DESIGN INFORMATION ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED B'9 SHEET `II SUPPORTING DESIGN INFORMATION SHEET CONSTRUCTION PHASING PLAN BY FILING (3 OF 4) SHEET NUMBER: CP01.03 2 5 8 9 10 z 0_ 0 0 z 0_ z 0 0 0 U F- N z 0 i 0 0 cnN � E PT aN w oz Y o O E OPT.. LJ CO oQo z 00 0 H G P E D G B A 2 3 5 7 8 9 10 PROP. TRAIL FILING 5 MATCHLINE SEE SHEET CP01.03 EXIST. GLENWOOD DITCH EXIST 1 BIKE PATH EXIST. GRAVEL DRIVE -N • V �EY'�S EiOS1 EXISII1 50 • EASEMENT \ • \\ • • C RpgR/4/ R R,T, 100 N 0 100 SCALE IN FEET OWNER/DEVELOPER: ThverDige , 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 3/8/13 SUPPORTING DESIGN INFORMATION ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: SHEET TITLE SUPPORTING DESIGN INFORMATION SHEET CONSTRUCTION PHASING PLAN BY FILING (4 OF 4) SHEET NUMBER: CP01.04 2 3 7 8 9 10 Lu 0 LA 0 0 w 0 O N NF a 0 0 c:71 52- rt L w Lu CD Z O Lu C. Q V 4j w m Q D l Z 0 00 L_ a a a H G F E D C B 10 RIVER EDGE COLORADO AMENDED EROSION AND SEDIMENT CONTROL PLAN VICINITY MAP NOT FOR CONSTRUCTION PRELIMINARY ENGINEERING IN SUPPORT OF THE GARFIELD COUNTY PUD (REZONING) AND SUBDIVISION (PRELIMINARY PLAN) REVIEW PROCESS FOR RIVER EDGE COLORADO The sole purpose of these maps and drawings, and the associated plans and reports, is to support the Garfield County PUD (Rezoning) and Subdivision (Preliminary Plan) review process based on the requirements of Garfield County Unified land Use Resolution of 2008, as amended. The maps and drawings, and the associated plans and reports, present the overall design intent, layout, facilities coordination and operational configurations based on Garfield County, appropriate agency, and industry standards. The maps and drawings, and the associated plans and reports, are intended to show practicability and guide final design, if approved, and are not intended to provide the preliminary or final design information necessary to support the permitting or approval processes Mother agencies. these maps and drawings, and the associated plans and reports were prepared by or under the direction of a registered professional engineer (William S. Otero, State of Colorado Professional Engineer, Registration 832163). OWNER/DEVELOPER. River Ewe COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: L 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. SNYDER CHECKED BY: S. OTERO SHEET TITLE: EROSION AND SEDIMENT CONTROL PLAN COVER SHEET SHEET NUMBER: ES00.01 2 3 4 8 9 10 INDEX OF DRAWINGS NO. SHEET TITLE ES00.CR ES01. 01 ES02. 01 ES03,01 ESO4.01 ES05. 01 EROSION AND SEDIMENT CONTROL PLAN EROSION AND SEDIMENT CONTROL PLAN COVER SHEET EXISTING CONDITIONS RECLAIMED CONDITIONS PHASED CONDITIONS FINAL CONDITIONS EROSION AND SEDIMENT CONTROL DETAILS NOT FOR CONSTRUCTION PRELIMINARY ENGINEERING IN SUPPORT OF THE GARFIELD COUNTY PUD (REZONING) AND SUBDIVISION (PRELIMINARY PLAN) REVIEW PROCESS FOR RIVER EDGE COLORADO The sole purpose of these maps and drawings, and the associated plans and reports, is to support the Garfield County PUD (Rezoning) and Subdivision (Preliminary Plan) review process based on the requirements of Garfield County Unified land Use Resolution of 2008, as amended. The maps and drawings, and the associated plans and reports, present the overall design intent, layout, facilities coordination and operational configurations based on Garfield County, appropriate agency, and industry standards. The maps and drawings, and the associated plans and reports, are intended to show practicability and guide final design, if approved, and are not intended to provide the preliminary or final design information necessary to support the permitting or approval processes Mother agencies. these maps and drawings, and the associated plans and reports were prepared by or under the direction of a registered professional engineer (William S. Otero, State of Colorado Professional Engineer, Registration 832163). OWNER/DEVELOPER. River Ewe COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: L 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. SNYDER CHECKED BY: S. OTERO SHEET TITLE: EROSION AND SEDIMENT CONTROL PLAN COVER SHEET SHEET NUMBER: ES00.01 2 3 4 8 9 10 Lu z o_ z L., i M 0 N N o a Qo C W 0 Lc, z Z' \o � d Y o C E LI o Q z w OO L_ as H G F E D C B A 2 3 4 7 8 9 10 0 _ a_,1 e o \ ' Y o 1 69jO \ / \ \ _\ I \-C \ 1 / / / l P. , r- R: \ \ \ I \ PROP. TRAIL I I \ \ U / \ I _ -. o /1 /1 21~ 1 \\ 1\i, A, / \ �\ \I \I 1/„I of / O I J 1 \I / 1 1 PROP. WATER QUALITY POND MATCHLINE SEE SHEET ES04.01 I l � x\51 \A°'1 PROP. CURB AND GUTTER (TYP.) VA EXIST. BIKE PATH \ \ 20 P RFLP i2x5F i ♦ fir\ \` \ 7 \ \\ ` '—EXIST. \ \ DRIVE \ \ \ \ ♦ ♦ \1 ♦ ,\ ♦ \\ t _ Lu 1 to / -- • 096 — __ OS6S� C ▪ -_ / / — �3 l' iobi / N. \ o26s 'I o / II / 1 I I 1 \ I I I f 1 Ilo \U I IT 11;q / 7 1 o I PRIOP. WATER III I 4WALITIY POND ✓ IIT Ili III I u,11 I o I I Ir III / I 1 I l I I II \I I I / 1 /1 I u 1 / \ 11i'_. I \ Ir\1 / I1 I O` I ?1 J 11 e" I I o� .0458. 1 1 (1 , 1 1 1 ( l p U II / - o II I y 1I I 1-) I\\ II 1 1 // C^� 0 12 11 II\\I\\ 111 1\\ 4 \ \ \ \ 1 1 — � \ s6s \ \ \ \ \ `\, ` \ \99` SO \\ \ \ \.150 \ \ \ \ — 1 / \ I 11 / I / I I I � 1 PROP. WATER QUALITY POND / } I I I / \ N CO N 100 0 100 SCALE IN FEET \ 0865' ' _— — x066---�---__ \ I ;H-0 I I \I of I\I I1 1 II I II I I II II4 I . I I � III I I I I I II 11 1 I — ,I I I II I 11 I II 11` o I I a\ 9' 1 II III �d o I to\,, II�lI n :(11 \ 11IId11 \// I `\ I I I• I I Ire Yi q2�IIII I 1 I \ \ I 141 I I / I \ II I I II I , \ 11 I I\I \ \ I I \— \ \ Co • _1 ILING 3 11 I i l '1I_ I l 0 1 \ 1 011 \ 1Ir I 1 / \,o\_I 1 I \60 0. =1\ FILING 4A_ L 1=1 MI MATCHLINE SEE SHEET ESO4.03 \ - 6030 \ I\ \6020 I I OWNER/DEVELOPER: r Thver1e 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 167 6AP5M7. 5017 318 Mak MOM 6)202 PM[ 303-751-1520 65 303-660-718 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. SNYDER CHECKED BY: S. OTERO SHEET TITLE: EROSION AND SEDIMENT CONTROL PLAN FINAL CONDITIONS (2 OF 4) SHEET NUMBER: ES04.02 2 3 4 5 7 8 9 10 z a CD z N x LL, 0 N d Qa o n Z i I zoo L U 1—E — E o wwm z w 0G goo Baa H G 2 3 4 7 S 9 10 • 1 • • \ • \ • • • • • I I X 4se• \ ■ ■ \ • \ `►�� and •eoa17 "1" t4*. "� S` . ,404rff '14 +59371 +59392 F MATCH LINE SEE SHEET ESO 1.01 y ' \ 7. Tr.Tin 17r-�z — — ,,� AX \X\X X X X\V **4:, X\X X\X X X >1 �` rAa.\� • XAoXXX\ 0 \‘.XX'XXX\ . \ 1+6027.2l +59934 #4, \X X Y\X X * \/> \XXIXX� • • \X XIX X XI •• 1\ \ X\ X X XN • \ \"`"X X1 \ • 1\ \ • 10009 ! X \ X X 9..\\ \•\ \ X \( X X X \ \ • \ +so :a \X X XA\a \\1 \ XpX X X vX\v v� %vv I \ 1 �'\X , X X X �\ �V • 1 .. X X 1 • `\1 \X,>vX X X� .•o J .4 , • • Y, 4'X X \ ''... +60x5, 9 11)111 X X\ X X k\ •• X X X X X • X 1X+ 5 X >\ i XIX°xX;v• +6 •+60... XXXXX\ X X X X\ 0 XXXX\5. /�/\\X SXXXX i ,/,/.c \ • 6 /log Co\ X X X X X, • \\ r/ \\\ \ ` ' X X >-)'' i • • +6028.9 E 6, I • oo wv E.°01 y o .s.6=_ 0 660 11 HERON S if A j NESTING AREA +6028.9 +602,2 66056 +6023.1 —\-�-- r + \ N4�s �t�li'rrrl�/r"zr I v 602, Avvv \ EXIST. BIKE4\40:.4.0 PAT 2\\ \ \ 6 X 6 \\ * FSP, AAE M �) �• +682=.9 \ •ET\5 ft.�„ NOTE: SEE LEGEND ON SHEET ES01.04. 100 100 SCALE IN FEET \\ \II' x\� 6� I \d�oIII R -1C\ ,,I___\11 \ I \\b \\ ' iI ,\ � I, '1 dI\ ` \ \\\ \ \ ,b. \ `\ \\\\\ \\ ` _ — \\I\.6„\ \\ ,\ \-/ 1 \s\\ \ \\ `\ \ �V A \\\%\\\\A \\ � +0l \ .6659' ,r0_,'',\',\'':,''''''' 6060-\ IIII I\ \ �,I �` 5 I )\\\\\\\\\ \ \. \\ II \ \ \ \•. \\\ \ 5 \ 0 ••6026 D +59905 \\ :1, 6b� ,111'xr \ r""2 +5998.. i+�/+ I F•!',"'N~'a..'\ "�'., \\S sR IX y \ \ \\\ RESIDENTIAL \V� SUBURBAN a99e v (VACANT) 11I 5 0 \\\ \ \ t \\\ EXIST. GRAVEL EPS \\ I\ O \ VAA DRIVE ' i \ Vvvv \\EXIST. WILDLIFE \ +\0121.3\ \\\ FENCE \ ol: \ t\+6a>?s VA EXIST.RAIL BIKE ,„: 1 \\+6822= 1 \ A\ V 11 I I .}I \ 1\ 1., I .I \\ \ \ I I \\ .\+6°���\1 +6622.. r \\\\;\ I: I; 1 , iI I \ 1 t\\ +60235 ••• ° oa.9 A vvv w; ♦.•.*6000 .♦ .60266 :•sot \ \\\\\\ \' .6022 5 i �\ \ A\ \ Is t \ PP\ \ \L \'') (y�F +60215 \ • t\\\ \\\471271/P0 \ \7I Iy 1v IQ / ti 9 .:..: ,,,,-. .ii,...,„,,,,,rigk . �d w •. �� �"�,,.':---'-'1('',,,,,„,\\'\\ .� y 111 11 . ..,, X _\T,S \\a111. \+ 11 rcr,.\ i / 1 \o\' +5989 C • • G I 1'01 1 1 HERON r�ROTECTION ZONE HERON NESTING TREES ARE NO LONGER PRESENT IN IDENTIFIED HERON NESTING AREA -[C�.�SHIP 5989. "� . • *• , +599 +996.6 �4 • 709940 +5991.3 A N +5992.8 +5990.8 65987 MATCHLINE SEE SHEET ES01.03 al al EXIST. BRIDGE •.— I \\-. III )' I N '\ I VII 111 IA k ��, '<,,,, I NI i IA I�, ----,--,,,,-_,„\ ' IV IIINIIIA ,' COMMERCIAL L \II II �\ 1 (LIMITED) 11 II , y, --o_,® E IS . OX s--6030. 11b III CUL�E CATTLE CREEK `p 6010 1:;., 11 C 1I VII I pIII II i\ I ,' IIdIA I11 5 \\ 1<�VI \\ \\ I1 \I\ A I!Y- y- 11� 1 I1, \11 Iv \I A il� . +60029 +6000.6 EXIST. BRIDGE OWNER/DEVELOPER: rhVerEdg_, COLORADO Carbondale Investments, LLC 7999 H1NY 82 Carbondale, CO 81623 Phone No: 970.456.6325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: Pe? 44= 51182 740 oq PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL I 1/14/11 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: SHEET TITLE: EROSION AND SEDIMENT CONTROL PLAN EXISTING CONDITIONS (2 OF 4) SHEET NUMBER: 2 3 4 7 a z a N W W Na 0 3 rjz Zoe Lu 00 3 No E Lu wwCO o Q z moo Baa H 0 F 2 3 4 7 8 9 10 , = -- -- —ter +5993 0 ear•.• / +59963 A ••, \\ 77" +5993II 5 c r. --.\--7-'X.0 �\ XX X \ suz.,, / ice~ \ +5+909 /X X •?K X XX•sXXX >/:XXXX 1KXXXX XXXX XXXXX XXXX> XXX X X x X X X X X Xk xxX ' X\ \X• X X x•�;X X X•y X E D C B A PLANNkDUNIT'+ DEVELOPMENT '.. (CONSERVATION) x X X XXX \ i `0 066B / / // I/ \ +59920 / I XXX..,\ XXXX XXX>yg XXXX XXXX X X` XSXX X�\ I% XXXX X ` II XXXX XX\\„ aC,XXX XXL X7AXXXXXX \X°XXXXXX \KTX XX X X X\X'XXXX MATCHLINE SEE SHEET ES01.02 N\\ N 16004.2 N N N N N :(f as0 \ \ 1 • +6003.9 \ I • +60.3.3 +6554.9 \ \\ \ I\ • \1 5x31 to II +60034 SECgION LINE, 0 +5999. /I N. +59993 1 I 00 7/.(' +55059 +6091. 0 +65531 • +6010.9 • • • +6006,3 • °109 • q ■ \ of • • 003 • II +6005 0 O \ +6007.4 +6011.2 +6015.9 y��f II l \ 6017 \I"1, 1 I ', +6506.. I \: 'N1 II \I ILII \ \I I/� \ III I III \I\ IRI \ I \ '0 1 � +6 I III R \I= III IR \ \ I I III II — I A/\I IINI\ '\1A 111V,' ,�L`ed I+-kR II II k' \1\)\ i'_ \r;l R._VA II RI I\ /1, R \ I v v I yl I II R „ I 17 ate-, i, \I I \I R I II 41 II �,, _ IR I II WIL �IFE\I I II 0 1. I, \ 1 1� _ FNFO \I 1, RI\� \''1 1 IRI \ II< ;III III \R 11 IIR\ I o ; fN_STI IC�`•T �! 1+'\�I1i I\v/ rte- IIIggi1 I 11 \IR +I �\Iypl I I II I \ \ I \I \\ \IRI II \ R\R 1 \\V yI \•I \wRR\I I\V I \\ \ \ \\R\ \ \I \111 -- \1RI\\ 1\R\ f , /' ..1 \� . i' `Y !,\CII d �', / SEXIST. BIKE 1V ON 1 A ( TRAIL i I \VI 1 5 1t. 0 '\ , \ I ` `1R\ \\ IQ,\11AI\IXI\I \I2\ \S X\ R \\ 1 2 \I \ \ \I I '\ I \\ \ \ ¢ PUBLIC LAND R1 \ A11 \ \ (RESOURCE/ RECREATIONAL) \4I` \1\` '\)\ I 1 +6013. 100 1✓ G6 9509 I +60210 N 0 100 200 SCALE IN FEET +60225 +60295 +595 1•, +6011.3 I/ • O • +6025.1 ofe i +6025.1 00 f :ow �3•• . • 6 0 • / t. +6031.4 •• °• • \ • by NOTE: SEE LEGEND ON SHEET ES01.04. +60122 +60119 HERON ROOKERY EE AREA \\\ '\J'. +60117 1\ 4•\ \+\ +>8 +X' _ i 110 �1k,R v1yyv1 11v i \\\\R \ \R \'1 I \ 1 t f'd Vv/A\ \\111/ 1 I, t to \1 AR \\ \ \R \ 1\ 1\ 1I �\ \\ \ \ \\\ \ \ \�\ o //,v \1Rv v� \ yRvvv vyv CF , I /•ra� \R \\ \ARA\\11\I1 11 \ 1\\R1\\ \q1 R1A\ \\\II \\ \z0\\ v\� � 1\I ?X\ 1\ t\\1I \\\ \\\u\ \ tRAv\� \ \\\\I\\t\Xo\ /.6111111 III, �a4 \\\\\�\\ \\R +60115 HERON ROOKERY TREE AREA PLANNED UNIT DEVELOPMENT SINGLE FAMILY - RESIDENTIAL) MATCHLINE SEE SHEET ES01.04 • ......„.Exer Myer ge COLORADO Carbondale Investments, LLC 7999 HVVY 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 ng 5a• KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 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. SNYDER CHECKED BY: S. OTERO SHEET TITLE: EROSION AND SEDIMENT CONTROL PLAN EXISTING CONDITIONS (3 OF 4) SHEET NUMBER, 2 3 4 5 6 H G F E D C B A 2 3 4 5 6 7 8 9 10 N 100 0 100 200 SCALE IN FEET LEGEND I.....1 wxux� EXIST. SLOPES GREATER THAN 20% SLOPE INSTABILITY AREA GEOHAZARD BUFFER ZONE EXIST. CONSERVATION EASEMENT EXIST. STOCKPILE AREA HERON ACTIVITY ZONE EXIST. BUILDING EXIST. EASEMENT LINE EXIST. PROPERTY LINE (PROJECT LIMITS) EXIST. TOWNSHIP LINE EXIST. SECTION LINE EXIST. ZONING BOUNDARY E] EXIST. COOT R -O -W MONUMENT OO EXIST. PROPERTY PIN, NO. 5 REBAR & CAP (L.S. 201 33) O EXIST. PROPERTY PIN, NO. 5 REBAR & CAP (L.S. 22680 U.N.O.) • EXIST. COUNTY SURVEYOR BRASS CAP 6 EXIST. FIRE HYDRANT EXIST. WATER VALVE �w EXIST. WATER MANHOLE • EXIST. WELL ❑I EXIST. IRRIGATION BOX • EXIST. SANITARY SEWER MANHOLE • EXIST. STORM SEWER MANHOLE ce EXIST. STORM SEWER CATCH BASIN eGv G ❑E EXIST. ELEC. METER Cl) EXIST. ELEC. MANHOLE ❑Q EXST. TELE. RISER/BOX Q EXIST. TELE. MANHOLE EXIST. TELE. MARKER • EXIST. JUNCTION BOX O EXIST. POST ▪ EXIST. TRAFFIC POLE EXIST. GAS EXIST. GAS EXIST. GAS EXIST. GAS METER VALVE MANHOLE MARKER dT *6 • — GD — UT — — OT - UE- - E — —OE— a ST -‹ — a SS — — QST — x--x OPP 4� 0 MB - -5280- - 0 I I • I I — AREA (ACRES) `� PLANNED UNIT N DEVELOPMENT n1 cr�r'gTION) EXIST_ EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. +6026.9 MATCHLINE SEE SHEET ES01.03 +6421 VA \� 1 1 �\ Z\\\ VA\ \ \\ s41 \ \\��✓//o, \\\ \\\R\ \\� \\\\ \\ \1 x\\ \I\I\ 111 a• 1\ \ s�\\ A� \\AV A\ VA \V \ VA \ \V 1 +, 1 \\ \ \ \\\\ \\\bo \\� \ \ \\\\ ` \ \\` \\ \ fn \ \ \\,\c)RO\ It EXIST \ TRAIL ••R. GLENWOOD DITCH LINE GAS LINE UNDERGROUND TELE. OVERHEAD TELE. UNDERGROUND ELEC. OVERHEAD ELEC. CULVERT SANITARY SEWER STORM SEWER DITCH FLOW GUARDRAIL POTABLE WATER LINE RAW WATER LINE TREES TREELINE FENCE SIGN POWER POLE TELE. POLE LIGHT POLE GUY WIRE POST TRAFFIC POLE BOULDERS/ROCKS MAILBOX RETAINING WALL WETLANDS LIMITS RIVER/LAKE/WATERWAY CONTOUR \ \ E , 1 \ \ \\ ` \-ip,'/111 I \i,\� \\\\\ \\\\Q\\\� 1 \ \I\`4 •v V A\ V A \ x I \ V I \\ \ \\ \ \\ \ 1 \ \ BIK ��1V A ;�\A A \\V\ V\ A V\A\V I V A \\ �// o� EXIST. Pt V \\\ \N A\ VA\A V AV A\ ‘, ` I\ lWILDLIFE\ \\ N \\ \ \X \ o FENCE 1 \ \ \\\ \\ \\\ \ \\\ \ % \\ cV \\\ \\ v\ 4,. y \'k\ v vv PUBLIC LAND (RESOURCE/ RECREATIONAL) \ \\\,\\\\,\\ \\\\\\\\ \ \\ \\ \ \ \\ \ \\\ \ \\ EXIST. CONTOURS - CONCENTRIC CIRCLES WITH TICKS INDICATES DEPRESSION EXIST. CONTOURS - CONCENTRIC CIRCLES INDICATES HILL EXIST. DRAINAGE BASIN BOUNDARY PROP. DRAINAGE BASIN BOUNDARY PROP. DRAINAGE BASIN NO. 100 -YEAR. RUNOFF (PROP.) RUNOFF COEFFICIENT PLANNED UNIT DEVELOPMENT (OPEN SPACE) \' \ 1 \1 Ar- m womma.i.wilie4kweb \ ted\ \ RURAL (AGRICULTURAL) OWNER/DEVELOPER: Riverieve 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 mIty.81 ear KEY MAP: 111,1 5H82 egijoef,A� RJ 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. SNYDER CHECKED BY: S. OTERO SHEET TITLE: EROSION AND SEDIMENT CONTROL PLAN EXISTING CONDITIONS (4 OF 4) SHEET NUMBER: ES01.04 2 3 4 5 7 8 9 0 z a a z 0 0 0 Lu w i 0 0 N w N a Zoe W U oNo o wwm oQo 0 z w 0 Baa H G F E B A 2 3 4 5 10 ;I II -moo SECTION LINE TOWNSHIP LINE biI� C4 M 1,4 Ir ���\�>..-..> \\*\\ \\\\• \\ \� \\\ \\\ \\\\\moi \ \\ \ N \ \ \ I 0 \ `, EL1MENj -\' P \\\ ARJN pF� 50D-CI55,„ EPSE \ / \ vN- 1 V A V i\ \ \\\\\\\\\\ \ '\\ \ \\\\\\\\\\\\\\ 1. THE RECLAMATION ACTIONS OR CONDITIONS DETAILED HEREON REPRESENT A PROPOSED PRE -DEVELOPMENT RECLAMATION ACTION (PHASE 0), INCLUDING GRADING, NECESSARY TO REPAIR THE DAMAGE TO THE PROJECT SITE RESULTING FROM ACTIONS TAKEN BY BAIR CHASE IN ASSOCIATION WITH THE SANDERS RANCH PUD. THE PHASE 0 RECLAMATION ACTIONS ARE DESCRIBED IN THE RECLAMATION PLAN PREPARED BY 8140 PARTNERS, LLC AND DATED JANUARY 14, 2011 WHICH ACCOMPANIES THE RIVER EDGE COLORADO REZONING AND PRELIMINARY PLAN APPLICATION. DEVELOPMENT -RELATED RECLAMATION IS DETAILED IN THE LANDSCAPING PLAN. POST -DEVELOPMENT RECLAMATION IS PROVIDED FOR BY THE RIVER EDGE COLORADO. PUD GUIDE. 2. PRE -DEVELOPMENT RECLAMATION ACTIONS ARE PRESENTED ON THE RECLAMATION PLAN (RP01 SERIES) AND RECLAMATION PLAN (REPORT). 3. SEE EROSION AND SEDIMENT CONTROL PLAN (REPORT), APPENDIX. B REVEGETATI ON PLAN FOR VEGETATION SCHEDULES. \ \� \\\\\\\\ V\\� � EXIST. BIKE PATH \\ \\\\ \ \\ \\ \ \\ \ \ NI \\ \ A \ \ N ♦♦�i♦•i♦i♦e♦♦I �•o .•.0A1A•••••••• •501to •• •' ORD •••••• ••••••• ••••••••••••0•• •••••••••••„ 0•• \ ••••••••••• • •••••••••04••t••• ••.••�0•••• Uc • •••AP 0• 1•1••0 S.• •••• 0�••• I • ♦•n•�15��•••��••• w • / I I I 1 II I I I •••••�O•��••� ♦•••O�O•O I �•�O*se AIZ ,A I� COOT LEGEND A �_ J COMMON AREA DEVELOPMENT AREA RECLAMATION AREA PROP. SLOPES GREATER THAN 20% EXIST. SLOPE INSTABILITY AREA LANDSCAPING/BERMING IN ACCORDANCE WITH RFTA OPEN SPACE EASEMENT SEE SPECIAL TREATMENT IN REVEGETATION PLAN, APPENDIX B, RECLAMATION PLAN SCREENING AREA PLANTINGS IN ACCORDANCE WITH LANDSCAPING PLAN (REPORT) AND LANDSCAPING PLAN HERONRY SCREENING AREAS (LAO5 SERIES) EXIST. BUILDING EXIST. WETLANDS EXIST. FLOODPLAIN LIMITS EXIST. EASEMENT LINE EXIST. PROPERTY LINE (PROJECT LIMITS) EXIST. PROPERTY LINE EXIST. TOWNSHIP LINE EXIST. SECTION LINE 100 1 \ EXIST. GRAVEL DRIVE N SCALE IN FEET ▪ ME ME HERON PROTECTION ZONE INN - MATCHLINE SEE SHEET ES02.02 — OWNER/DEVELOPER. Riverie 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 H00,'CI 0' 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. SNYDER CHECKED BY: S. OTERO SHEET TITLE: EROSION AND SEDIMENT CONTROL PLAN RECLAIMED CONDITIONS (1 OF 4) SHEET NUMBER: ES02.01 2 3 4 5 6 9 0 z a a z 0 0 0 w w i 0 0 ▪ 6_ 6_ QN Z - Zo Lu W U oLo o 2"w v Qoo z goo 0 H G F E D C B A 2 3 4 6 7 8 9 10 l � //r{I --.16 MATCHLINE SEE SHEET ES02.01 / °1 I ( /— 1 1 / 6S 1 i.. _ ' \ A \ 4 I I 2 o / • / I.; II I \ / 0965 — \ `-\ XIST. BIKE PATH \ 20 E.X6 9,04 RF5 P EP z 1 II \ \ y 7 \ '—EXIST. O DRIVE C N 100 0 100 SCALE IN FEET \ GRAVEL \ \\ - 0565 - � � \ \ ���•a \ .4 1110/111 � 14IIIYI�Ii�� Olt__-o26s' II III ‘O o�l��\D'�Ir��go ����i I� '¢11111 I1N.. �� Ql MOW �\J , � �71pD aiurEn•a ���� 4114 41 4c 1+ 1111, urorca. ����� /r,- I Ij 1 ■rrrn�••.cE �4p /1111 nrnorr¢e t.��� • IIII inn EV I. Ii•• pugiin ,ua 0/ ern n!j'''r.4---',t1tr'-.f'*7:'.'.'7-'f''S:t:`•4.r'- IliMN11Ul / il�``umwrrr�e �i°ii��i•��•INIIIMC nr IIIIIIf11�i�rrn I ♦ / •� �•� *011 41 \�� ����III�n6ie a /moor _ -ri' ■rnru pys�lgarrn - V - \�\\ C� nrr rN Yn�, ♦\ 0865 -' �%F'•,, �' \\\\\\\ ,9/• i� nnrn�5ea r 311,1'1,M4 _ xs rrn =UAW ♦• .� ' asa_s__ WAr _ _ 14001 !1•�_••_•�_•s_•�•o•O•�ii w•••- \\\\\\\`► 4\ / t I I I / t i FIo \ ' 1 y m I / / 0 I / \ \ \ I J \ 1_,i�-`1\\IIII\I{\I\ \\\\\\\\\\\\\\\\\\\\,\,‘• ,\\:\\÷\\ \\\\\\ \� \ ÷\\ \\\. m`°' o66s . we�'ieieiee." ••••;1; 1!9 1 1 1 o e•`�peOe •••'• 1 �I.s eeeeeeee. • • ��oy\\ A'De ao / P•_Q� 1)2 I i♦e• •••r �i3 "n \ 1 1 11 \ '�ie•ie \ /'' \ \ \ \A \ 40, \ I \ \ \\ •• .\so • \ \ \ \ \\A i //4,\\ \'`\V\A\VA\\\\°AVI\ . � w ,1, II `sly-w� \ J\� \ I \ ► \\\\ \\\\\\o \ \I I I 1 I: „ <4\ ,4 1:1 EXIST. BRIDGE MATCHLINE SEE SHEET ES02.03 INN \ \ M I / I IL -s I -6030 I\ 1 I6020 I I \\ OWNER/DEVELOPER. Rr1ige COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 0 166Inn.,ogl ear 8140 Partners, LLC PO Box 0426 Eagle, CO 81631.0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: 5H62 �,..��-- l4 /0? "yam_ 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. SNYDER CHECKED BY: S. OTERO SHEET TITLE: EROSION AND SEDIMENT CONTROL PLAN RECLAIMED CONDITIONS (2 OF 4) SHEET NUMBER: ES02.02 2 3 4 5 7 8 9 10 z a 0 z 0 0 U w a' w 0 N d N a Zoe U o N11,o o 3- wwm .r4 00 Baa G F E D C B A 2 3 4 7 8 10 MATCHLINE SEE SHEET ES02.02 77777 \\\ \\\\\ \\\ EXIST. BRIDGE Irt sr :\ \\\\\\ \ \ v v •v `v A \ \ v \ \\ \\!\\ 9 \ \ \\ `o 'o \ rno \ \l \\ ,\ \ • CD RO\N ,00 I \_ f N G SCALE IN FEET I I\' '\/ r— EXIST1 5D � 1`\1 \ I ;n � I \� • - \ 'T TOWNS 1 LINE I \ I \I I N 'PO \ • • • \ N ��a \ , S9J a V A U� N \ , \ \ 0N5 \ \ • • • • (-L9\ \ \ '5 •� • \ V A \ • \ \ • • \ \ \ \ s ',\ sso \ \ ▪ \ \ • • • \\ MATCHLINE SEE SHEET ES02.04 1 EXIST. BIKE PATH 1 1 ma. \ 1 \ 1 I ' II 1 \ 11 0 \ 60501 1\ \ 1 PS - 1 0 ' I I t ---3I `L III i 1` EXIST. GRAVEL DRIVE \ \ 200 OWNER/DEVELOPER. Riverie 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: 1G-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: EROSION AND SEDIMENT CONTROL PLAN RECLAIMED CONDITIONS (3 OF 4) SHEET NUMBER: ES02.03 2 3 4 5 6 7 8 9 z 3- a z 0 0 U c3 a' L., i 0 N 0 n 3 rjz Zoe o W U E Lu wwCC oQ 0 z a o o 00 Baa H G F E D G B A 2 3 4 5 7 8 9 10 N. \ \ \ \ \N so \\ \\N\\ \ N `'o. N N N \ N N N \ \ N \ \ \\\N\\ N"`w \\ N \\ N\\\\ \ O\ \ -9S \ \ \ \ os6S o N \\\\S9g N\\\\N �\ \\$\ o- \ \ \ -\ N \N \ \\\N V� \ �R-. N N \ -2 \ \ N\ \N \ \\N'N\N\\ NQN °o"0 \ �.., N N ,N B- \ \ NN N. N\\\\ \\-\ ��N \ -- N \ N\ N\N\N N l- N \� NN\N N\ N N N\ N N N \ N N N N N -096 N. N N. N N - N\ s- N. N N \ \ \ y N \ VNO NvN N. 1. N MATCHLINE SEE SHEET ES02.03 \ I 1 I 1 1 �EXIST. BIKE PATH EXIST. GRAVEL DRIVE N -�'- L V A N �N N N \ \ N N N NN N \L \ \\\ \\�\\\\\ N\\Z\\\ \N L N N N N N _ 5 NN \ k.y RogR/N �R/IFR •;�haaaaAa�. :7•••-teamoomesoto 100 0 SCALE IN FEET 100 200 OWNER/DEVELOPER. r <-1-; • j RiVerErtge 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 Ittn.ogl ear 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: 1G-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: EROSION AND SEDIMENT CONTROL PLAN RECLAIMED CONDITIONS (4 OF 4) SHEET NUMBER: ES02.04 2 3 4 5 6 7 8 c4 z a 0 a x a LU 0 0 0 a n o Q(0 I � Z 0 zo� c>1-; o LJ a LJ m oQo z OO goo L_ o_ a_ H G F E B A 5 10 LOTS BY FILING, AFFORDABLE HOUSING, ANO CONSTRUCTION SCHEDULE (PROPOSED PHASING SEQUENCE) LOTS BY FILI NG POTENTIAL AREA FILING ESTATE` TOWN NLLAGE ATTACHED' GARDEN HOMES' DISTURBED(ACRE% SONSTRUCTIONESTINATE \ vsso\ s \ \ \ 6010 'ov VEVA \ \ SECTION LINE 19 \\ • • \ EQUIPMENT & MATERIALS STORAGE., AREA ':(FILINGS 3 & 4) EXIST. BIKE PATH \ Y \ \ O° NOTES: EOUIPMENT & MATERIALS STORAGE AREAS PER SECTION 7-204 OF THE ULUR, PROTECTION OF WATER QUALITY FROM POLLUTANTS DURING CONSTRUCTION ACTIVITIES, THE FOLLOWING REGULATIONS SHALL APPLY TO EQUIPMENT & MATERIALS STORAGE AREAS: A. COMPLIANCE WITH STATE AND FEDERAL REGULATIONS. AT A MINIMUM, ALL HAZARDOUS MATERIALS SHALL BE STORED AND USED IN COMPLIANCE WITH APPLICABLE STATE AND FEDERAL HAZARDOUS MATERIALS REGULATIONS. B. STORAGE OF HAZARDOUS MATERIALS WITHIN ONE HUNDRED (100) HORIZONTAL FEET OF ANY WATERBODY IS RESTRICTED. WHEN NO PRACTICAL ALTERNATIVE EXISTS, SITE SPECIFIC. BMPs SHALL BE EMPLOYED TO MINIMIZE POTENTIAL ADVERSE WATER QUALITY IMPACTS. C. SAND AND SALT FOR ROAD TRACTION SHALL NOT BE STORED WITHIN ONE HUNDRED (100) HORIZONTAL FEET OF ANY WATERBODY UNLESS THERE IS NO PRACTICABLE ALTERNATIVE, IN WHICH CASE SUITABLE SPECIFIC BMPs SHALL BE UTILIZED. D. SPILL PREVENTION MEASURES SHALL BE IMPLEMENTED TO PREVENT SPILLED FUELS, LUBRICANTS OR OTHER HAZARDOUS MATERIALS FROM ENTERING A WATERBODY DURING CONSTRUCTION OR OPERATION OF EQUIPMENT AND/OR FACILITY. IF A SPILL OCCURS IT SHOULD BE CLEANED UP IMMEDIATELY AND DISPOSED OF PROPERLY. E. MAINTENANCE OF VEHICLES OR MOBILE MACHINERY IS PROHIBITED WITHIN 100 FEET OF ANY WATERBODY. EMERGENCY MAINTENANCE MAY BE CONDUCTED UNTIL THE VEHICLE OR MACHINERY CAN BE MOVED. F. CONTAINMENT MEASURES SHALL BE PROVIDED FOR ALL FUEL STORAGE AREAS TO PREVENT RELEASE INTO ANY WATERBODY. INVENTORY MANAGEMENT OR LEAK DETECTION SYSTEMS MAY BE REQUIRED. G. AREAS USED FOR THE COLLECTION AND TEMPORARY STORAGE OF SOLID OR LIQUID WASTE SHALL BE DESIGNED TO PREVENT DISCHARGE OF THESE MATERIALS IN RUNOFF FROM THE SITE. COLLECTION SITES SHALL BE LOCATED AWAY FROM THE STORM DRAINAGE SYSTEM. OTHER BMPs SUCH AS COVERING THE WASTE STORAGE AREA. FENCING THE SITE, AND CONSTRUCTING A PERIMETER DIKE TO EXCLUDE RUNOFF MAY ALSO BE REQUIRED. SOIL MATERIALS STOCKPILE AND PROCESSING AREAS PER SECTION 7-204 OF THE ULUR, PROTECTION OF WATER QUALITY FROM POLLUTANTS DURING CONSTRUCTION ACTIVITIES, THE FOLLOWING REGULATIONS SHALL APPLY TO EQUIPMENT & MATERIALS STORAGE AREAS: A. B. C. D. TEMPORARY BMPs WILL BE INSTALLED AND MAINTAINED WHILE AREA IS IN USE TEMPORARY COVERS OR VEGETATION WILL BE USED ON STOCKPILES NOT SCHEDULED FOR USE WITHIN 30 DAYS DUST CONTROL MEASURES WILL BE USED DURING PROCESSING ACTIVITIES NOISE WILL BE MONITORED AND MAINTAINED BELOW STATUTORY LIMITS DURING PROCESSING ACTIVITIES SNOW STORAGE AREAS PER SECTION 7-204 OF THE ULUR, PROTECTION OF WATER QUALITY FROM POLLUTANTS, THE FOLLOWING REGULATIONS SHALL APPLY TO SNOW STORAGE AREAS: A. B. PLACED IN COMMON AREAS AWAY FROM DRAINAGE CONVEYANCE CHANNELS AND STORAGE FACILITIES TEMPORARY BMPs WILL BE PLACED TO MINIMIZE THE RELEASE OF SAND AND SALT USED FOR TRACTION AS THE STORED SNOW MELTS REVEGETATION DISTURBED AREAS TO BE REVEGETATED PER REVEGETATION PLAN (APPENDIX B OF THE EROSION AND SEDIMENT CONTROL PLAN (REPORT). SOIL \M TA ERIALS STOCKPILE AREA. • (FILING 2)V. 000N. c I' )F 11 \ / \\ \ / I I / \ \ 1 I I / I I 1 II \ T 1-\.,-\ \ \ I I I / 1/ 11 I PROP. WATER QUALITY POND MATCHLINE SEE SHEET ES03.02 \ \ \ \ EXIST. GRAVEL DRIVE LEGEND PHASING/CONSTRUCTION PROP. EQUIPMENT STORAGE AREA PROP. SOILS STOCKPILE AREA PROP. SOIL PROCESSING AREA PROPOSED EROSION CONTROL )F) SILT FENCE VEHICLE TRACKING CONTROL1 CI OUTLET PROTECTION) 0 INLET PROTECTION) STRAW WATTLE CHECK DAM PROP. CULVERT & OUTLET PROP. CURB INLET/CATCH BASIN PROP. CHANNEL/DITCH Ell EXIST. BUILDING EXIST. FLOODPLAIN LIMITS EXIST. EASEMENT LINE EXIST. PROPERTY LINE (PROJECT LIMITS) EXIST. PROPERTY LINE EXIST. TOWNSHIP LINE EXIST. SECTION LINE 1 FOR PROPOSED EROSION & SEDIMENT CONTROL BMP'S AND DETAILS, SEE (ES05 SERIES). N 1 II \ 1 III\ ) \^ rl \ I \ I III I I \ II I III I \ 11I . dI ' 1 I.I 1 II 41 I 1 I 1 fI 1 1 111 I 1 11 I 1 PI I I IJ 1 `1/ \\ ollc, I \\I\I� I'\17 '\ I I I I 1\ III y �\ I I \ I co \ 1 I \ 1 IV \ I I I 1 \` I I \ \\ I\ 1 I I \ \ I \ II1I II \ \ /,I ' 11' OWNER/DEVELOPER: r� Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970,456.5325 CIVIL ENGINEER/PLANNER: 0 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 (POD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY:OT-PRO SHEET TITLE: EROSION AND SEDIMENT CONTROL PLAN PHASED CONDITIONS (1 OF 4) SHEET NUMBER: ES03.01 2 3 4 6 7 B 9 10 LX 5 0 x a- LL, 0 0 � o Q0 C N Z 0 zo� Y opo E i C LJ CO Qoo z w OO L a a H 0 F E D C B A 2 3 4 6 7 8 9 10 -6 Ai PROP. WATER QUALITY POND _7-77 — — FILING 1 MATCHLINE SEE SHEET ES03.01 'Oh 1 1,,,,,----3 1 / Oh6S \ S \ \ N EXIST. BIKE PATH 0 P EP .EX\SRO� \ 1. \ \ \ '—EXIST. DRIVE 0 / oN / I /.` I I 11 I 1 / 1 PROLE. WATER POND / os6s Lu 096 - - _ - C \ //� -__ 0865 \ - - - OL 6 S 11 \ I GRA) VEL 11 I� \\ 11 0l \ \ EXIST. \ I 1 \\ I 11 1\ q1 ,t 1 I` o\\1\ I II I� 1 If ' I I I\\\ II I \ III II\ II ' �I \\_ II 11 I I \ I I II I 111 I\ , c I I II Il I I I I> II )9 I I I \ AV )o 11 15 I I I N/ / •1 \ \ �ti I- \\ Y �IFi \ II 11F { \ II I� \ \ C \ II I F i II 1.).411. { �y \ \ II \I 1 11 II II I II - I 15 C N 100 0 100 SCALE IN FEET COOT ROw 1 \ N L \ I 1 1 1 I / / I 1 e I V PROP. °. WATER QUALITY POND —/ \ s. s. I \ s. FILING 4A_ L ENT LS STORAGE AREA. ll9NG�I 2&3 MATCHLINE SEE SHEET ES03.03 / INN \ o • 1 - 6030 \ OWNER/DEVELOPER: r l. \�� RierE1ge 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: H. 01,2 Foy 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. SNYDER CHECKED BY: S. OTERO SHEET TITLE: EROSION AND SEDIMENT CONTROL PLAN PHASED CONDITIONS (2 OF 4) SHEET NUMBER: ES03.02 2 3 4 5 7 8 10 H G F E D C B A 2 3 7 8 9 10 I FILING 4A MATCHLINE PROP. RAW WATER IRRIGATION N SEE SHEET ES03.02 • PRE-TREATMENT POND EXIST. BRIDGE 1 • OUIPMENT & 7 _ F LI G 3 \T \ �7� r _, - S STORAGE AREA :•Cy _ - WGS 1, 2& 3)..>` FI L G I A I 4i:' 1 11 i II ' e \� \I I 1 1 I 11 I oo I 1 i' 1 1 1 1 I I 100 o too 200 A K. 1 ) 1 I 1 ,p 1 1 1 SCALE IN FEET \ I 1 \ I I , \ 1 ' I ■ 1 I 0,, X91 1 I\\ V 11 \ I\ '' I V I \ o 1 `0 1-4--' I ■ I 1 ■ I 7 \ O \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ 0565 \ \ \- N \\\ V \ \ \• s\\�s \ 9 O 9mP N A 1. E C\ \ \ \ \ \ \\\.` \ \ ,''� \ \ l \ 1 /---A 4_,\ \ \\ \ 1 �-LOWNSHIP \ \ VI A3, 1 1 LINE `:\ \ � \ \ / / / FA o \ ( L 1 l 1'r7` \ \ o \ \ `l: A V A , \ '\ I-h,so A AV\ \\,�o \\ N, \ \\\� / \\\ \\ \ N \I\ I \ I I to I a \ o �I:.. 1 I I o \! 1 \ , I \j\� \ - \ �9 � .'. ss o . N \ \ sem'\.I 1-:\°\ \\ \\ \\ / 4)09\ i\ q ▪ LF40� \ ,\ \ \ \\ \ \ \ \ A A 'Q \\ \\ \\ N \ N a\ \ \ \ \ \ \ \ \ \ v A A A\ \V A A \!\ \ 'Ti' ',\ A \ \ `\ \'\ a. 4 \ of \ R � \ `S O\ `S9 \�\ \A \ O \ \\ \ \ A \\\ 4 N i L 1�\ _\ _ MATCHLINE SEE SHEET ES03.04 I ■ ml aI 1 \ /\ / I WPI I A / I I 1 1 1 EXIST. 1 `0 1 \/ \ \ I I 1 �o. A \ \I I \ II / \ \1 \11 11 1 I 1 BIKE PATHI /\ IN 1 \ I III 11•• \ 6050 1 1 1 \ I IS I I N II \ •LI • •1 \•,‘,7\ • • EXIST. GRAVEL DRIVE OWNER/DEVELOPER: r� Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Phone No: Carbondale, CO 81623 970.456.5325 CIVIL ENGINEER/PLANNER: Ivim. Ion 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. SNYDER CHECKED BY: SHEET TITLE: EROSION AND SEDIMENT CONTROL PLAN PHASED CONDITIONS (3 OF 4) SHEET NUMBER: ES03.03 2 5 6 8 9 10 H G F E D C B A 3 4 5 7 8 9 10 m..,. .\ \lickm \ oT ti N \\ N''''':: \\\\\ \.\\... �� _ \ ▪ O 66- \\\649 \ \ 1 \\ \ 7O 'sy \\ \ N N N. \s • `i ,_ \ \ - ° FILING 51 MATCHLINE SEE SHEET ES03.03 N < \ BO \ \ \ N. \ \ \ 'o\ \ N. -44.N., \ \ \ N 's \\ \ \ \\ N Y \ \ I 1 I 1 1 \ EXIST. BIKE PATH \ 1 0 1 `—`\ EXIST. GRAVEL DRIVE 1 .v\\ \moi A 1 N o >� o\\ \ \ NN NN ilk \• \ A A `�o, �syvvv�v v �A \ sO \ eoOmoo \.: - \ \ \ \ '•tip \ Rp Z \\\\\ N\ so0 \ \ \ \ ao`E'1'S�0 0 44„, \\ ` Exp .620 4 0 y\ \\ N\\\ E�SEM.RN'S \\ \ N \ N N \\ \ \\ •-- \ \ ` \ o y; it \1 /\ '-C990 \ N\ \ , ', • \ `\ \ m\ fp ZI *-r.1 \\ `\ `:; \ N 9 000 r .`°oo \ \. `\ \ \ I R/�FiP FOip� 4 i i I, / 1\ N.5 \\. I �\ 1 \\ 1< � v N i A\ \v Y U \ ` O \\ \I\ I S. I �.y I I \ `I 49,0 \ \ a O\ \\ \ \\ \ \ \ n` \ \\ I< \ \ \ / I \ `� \ �v v v \o �\ \ .,:-"0„, \\4 ( \ \\\\\\ er �\\\\'.\\\ \ \ \ \ \ \\ \ s \ \I sso.�\`:-419:0: 1,\\\I \\\�\ \\\ N. \ \ \\�\ \ \I ` \ ,,\ \\ \ 100 0 SCALE IN FEET 100 200 OWNER/DEVELOPER. iTh3erEe 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: JOeA,K1 5482 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. SNYDER CHECKED BY: S. OTERO SHEET TITLE: EROSION AND SEDIMENT CONTROL PLAN PHASED CONDITIONS (4 OF 4) SHEET NUMBER: ES03.04 2 3 4 5 6 7 8 9 10 (7 5 a z w 0 25a o � Q0 0 0 zo� Y �Y 3 �o o LJ co z Lz w o o00 Loa H G F E C B A 2 3 4 5 9 10 • )\ I \ 0 \y !\ SE \ION LINE 7 \ \ T0klNSHIF\ \ —LIN: \ \� bli \ \ 0 Npi b4 \\ \ \ � - -, \ /m54 MEN, 0 ti P / '\ \ F, P\ \� E y 6070 . 0.K \ \y,AS\� ( A 50 1V � \ \ \ `/\ \ \ i\ \ ...\ \ , \ ♦ \ \ \ • ' \ \ \\ EXIST. BIKE PATH ♦ l • \ \ \ \p\ •/ \ `. \' - \ .. \ �O�z \ \\ , \ \ \ ` c\ \ \ \ \f{♦ N • • \ RUY- \\ \ \ \ 0 C T\\ \` ♦ ♦ .21 \ • \ • • NOTES: $NOW STORAGE AREAS PER SECTION 7-204 OF THE ULUR, PROTECTION OF WATER QUALITY FROM POLLUTANTS, THE FOLLOWING REGULATIONS SHALL APPLY TO SNOW STORAGE AREAS: 1. PLACED IN COMMON AREAS AWAY FROM DRAINAGE CONVEYANCE CHANNELS AND STORAGE FACILITIES 2. TEMPORARY BMPs WILL BE PLACED TO MINIMIZE THE RELEASE OF SAND AND SALT USED FOR TRACTION AS THE STORED SNOW MELTS RESIDENTIAL DRIVEWAY$ PRELIMINARY SLOPES FOR ALL PROPOSED RESIDENTIAL DRIVEWAYS ARE LESS THAN 4—PERCENT. ANY DRIVEWAYS DETERMINED TO BE GREATER THAN 4—PERCENT DURING FINAL DESIGN WILL INCLUDE PERMANENT BMPs TO PROPERLY MANAGE SURFACE WATER DRAINAGE. PERMANENT BMP'g PERMANENT STORMWATER QUALITY BMP's WILL BE CONSTRUCTED AND MAINTAINED PER DETAILS PRESENTED IN THE EROSION AND SEDIMENT CONTROL PLAN (REPORTS). CHANNELIZED FLOWS WITH CALCULATED VELOCITIES GREATER THAN 5 FPS WILL REQUIRE THE INSTALLATION OF ENERGY DISSIPATERS. No \'\•, �`' -_/ I \ \ I I2// /i II \ \ PROP. WATER QUALITY POND MATCHLINE SEE SHEET ESO4.02 \ EXIST DRIVE LEGEND PROP. CULVERT & OUTLET PROP. CURB INLET/CATCH BASIN PROP. CHANNEL/DITCH EXIST. BUILDING EXIST. FLOODPLAIN LIMITS EXIST. EASEMENT LINE EXIST. PROPERTY LINE (PROJECT LIMITS) EXIST. PROPERTY LINE EXIST. TOWNSHIP LINE EXIST. SECTION LINE PROPOSED EROSION CONTROL POP PIPE OUTLET PAVING (PER COOT M&S M-601-12 STANDARD DRAWING) fi 100 0 SCALE IN FEET \I \\ \ 1 q, EXIST. COOT ROW I ' I 1 / \ I I I I rl . \ 1 I / o` \ 1 11, I I III(il \ I III 1 I,I Imlg 1.1i I II l01\ 1 11 1 1 I q 1 I I I I d II I I'1\ \ \ 1.1 I I IP \ I \I \I \ GRAVEL /� 1 I I I,1 \ ,11 I I 1 \ \ \ / .II I III I I / I uI I I I' 1 1 I I I 11 / I I, I I I I `I/ 111 I I I 1I !'\ \\ \, 1� o II', I L I I \1` \ ,\ - I\I A IVI' \ I I I 0\ I 1\ ! o\ I I 1 1 IP I i \ \ 1 I I 1 I I \ 1 IV 1 I \I I 11 II \ \,/7/ o 41 \ 0., I r1, I 2, I , I II' II 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 ImAnnaolovr 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: ',TEE 9 SHEET TITLE: EROSION AND SEDIMENT CONTROL PLAN FINAL CONDITIONS (1 OF 4) SHEET NUMBER: ESO4.01 2 3 4 6 9 10 H G F E D C H A 2 3 4 7 8 9 10 i r I o \ � / Y 1 3 9j0, `-%l I / \ Sv II v II\ —'7 / I (\ I r OY6S 1 \ o Z I II \ ) 1 ) I 1 1. PROP. WATER QUALITY POND MATCHLINE SEE SHEET ESO4.01 m- PROP. TRAIL \ 1 00 0 100 SCALE IN FEET \ L_ III I o III to 1 I co \\ 1 I I I' a N 1 I I I m ` EXIST. BIKE PATH I I 1 'eo> I \ \', I I I • II H I �I s\.,,.. o I 1 l i H 1 `\ _5(\5‘.SVT u I I I H \ I \\ EPSEM o 1 1 1 FR I iE15Ap 1 �I 11 \-1 j . R \ \ \ 1111 /\ I� � 1 E��SEM6�N • II �� \ \\ — 1 \\, \ 7 \ 1 X11{1" — • \ ---EXIST. GRAVEL PROP. CURE O \` \ DRIVE I o AND GUTTER • \ \\ II (TYP.) V A V I I\ EXIST. COOT RO`N \\I \ V I 1 `\\\ \\\ 1 11 11 1\� ` o I � ` \ \ \1 h I 'l\ \ \ 1\ I1 I 11 1I 1 '` \ \ II 1\ I =, � \ III I / \__\ \ / / i�`\\ C \,, N \\ ' / 0E66 \l� 096 "" _ _ _ C I \ \1 1 _ I \ \ /r ///,a' \v 7;} �� 1vv� I ° /-/ 0a6S.\\/ 96s _.,:-:)("--),:'-.4-1- -,- 1/:9q 1) /I I -' OVe,_' /� v —026s /{ // r y (f I I / I J 1 \ i I/ I I 1 PROP. WATER \ { I I ,1 I I DUALITY POND I qj/ I r --- gym° / ��J I I I '4 I PFdOP. WATER " / // / / /� 1 I LI QEALI POND V A L I i Ik„ f \ o I Io o \‘‘, A t d \ 11' It N 1 / A I ','s?,,, 011 r } IMI ' I I, I ) 1 0, 1 F / /� 1 /; / / m\ / l\ I \ IT\/ / o I 5 / i I I e`" h I 15 °� 0665 ` I 1,\o 0 • ) I I I I I\_ \ \ 1111 1 I \ II 11 I \ \\ 111 1I , :` III ;1 c• I -2 \ \\ II Ii I� I I � I \ II II IItH 1 • \ III 1, \\I\/ II j Y \ \ \ ` \ IPI { • \ \ I„ Id{ \\\,, II 111'1:10 1 { \ II I1l \ I .1 \„ \ \ \ I`I �,—_ \\ III 1 L�"ttp1n f//// I `y SEWE. STORM I SEWER OUTLET I I CHANNEL j 1 \ -- • 066 ILING 3 FILING 4A_ L MATCHLINE SEE SHEET ESO4.03 0 0 \I I IA I\ 136b° \ r _5.I I M/ \ 1 r -- \� r1 - I I\ \ `- 1 r \-6030_ — ti N � \ I I\ 11 111 r I ( 1 \ 6020'{— so ` r 1 i I II —.. K. I I\, 111 I I 1 1, r11. II �a. r \ ` I I • 1 ` ,,1 I51 I 1 \ v °oo �If k• - 1 —1 11i I I 9\ 1.,o\J,I . y OWNER/DEVELOPER: RierEtLge 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: 5H82 7— FOD� PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL 1/14/11 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: EROSION AND SEDIMENT CONTROL PLAN FINAL CONDITIONS (2 OF 4) SHEET NUMBER: E504.02 2 3 4 5 7 8 9 10 H G F E D C B A 2 3 4 7 8 9 10 • MATCHLINE SEE SHEET ES04.02 PROP. RAW WATER IRRIGATION PRE—TREATMENT POND FILING 4A G 3B EXIST. BRIDGE N r I , y 1� 'i)I I II 11 I1 I 11 II ~I ip: o9, 11 /,'-I� tio°� A II ` AV I 1 1 �I 100 0 100 200 0 1 I I I \ 1 ` I 1 1 , SCALE IN FEET Del \ I / I , X11 •\ \\'I I \I \I 1, ' 1 N 1 , 11 `,1 I \ 1 1 1 11 1 1 o`ssl 11 I I I ,1 ' f \ V I11 I . I \ ,; \ \ o llJ— 'I\ I II '^ I1 I. , I \ J I\ I . 1 II \ 1'I I v1 \7c i 111 , . I , \ EX ST GDOT ROW / SEXIST �\)JRFfF I l ,\ A'\ -'1\3'„3\'•1 V A o 7/‘‘fl: r—., EXISTI 50 , It\11 \ � I \ � / ' • EASE�ENT 1\4\ \ \I i I II0,\:,.1 Fi\ 1 \ r 1 . \il I \ 1I 1 ' II 11,\I I \V#, I A I MI I Iq o 0111 • 78,I IH1` II# I # \a"' \\ Q. Qs \ \ s:. E: \ \ \ \ \ \ \ v \ A vN. \ \ \ \ \ s \ \\ \ \'1 \ 1 'T \ —TOWNSHIP , \ ss 1 I LINE '--i, \ \\ ''so 1 I ' \ \ 9 \ �� 1 / y4. sy 'o \ \ `&\ \ ;A,- L \ ,nom �\ \\\v .?2, �,Is' s V PROP. TRAIL \\ \ \\ \'L N I\ N- _ \,,\ N' \� N A V A \ \ \ \' \ \ , / \\\\\\ \ \\I.. \ \ N. i\ \\ \\\ \\ \ \ \ \ N sto r9 \ o Ss O� \ Ns 'PON �\N x w,\�\\ �lo �i' N\ \\ \ \N1\ (`\ F',Q p \ aY ; �\ \\ \\\ \\_ \ \� \ \ ..\ \ \ \ \ a\ ' \ \ \ \ \ \ \ v A \v \ V A V 'R \ .0 , \\ \\ \ ‘� A \\ 1 \\ ss •\ 0. L\i°�\6\_ 811 mm \` I I j J /. \ Ii. 1 \\ 1---'\ II d I / I \ I. \I I 1 \ I (\ 1 \ I \ " I \ I 1 Io 1 II `\ I \ N I a \ A I 1 I • \• 1 , o I o a " 1 � \ I 1 I 1 • I o I / \ \ I 1 II I\ i I I 1 i\1 1 1 1 111 III\ I I /_, _, . \j 1 1 1 I \ I 'I 1, g I (l 1 I \ s 1 I I I ', / I\/ I 7 I o\ I\ I-. ' I I / '7\ 171 7V1 11 I '1 • II �I 1 1 \ 11 t \ I 1 \ a '1 .I) •\ I, o \ \o\ ',, • I \ \I 1 ' I m 1 \\ t . I o1 I I I.I , 1 1 1 1 wl ,,1�I I 1 /V / V A I'I . I i-, 1 \ I I I II 1 EXIST. 1 `o I \/ \\ 11 • 1 I\' IBIKE PATHI 1 900. \\ \ ' \ I 1 \ V 1 A A \� Ofm9 11 i 1 11 \ 10 \ \ 60501 1\ \ 1\ c` 1` \ MI 61 161 MATCHLINE SEE SHEET ESO4.04 \ , ' I S I I I I I I \ \ EXIST. GRAVEL DRIVE 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: 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: EROSION AND SEDIMENT CONTROL PLAN FINAL CONDITIONS (3 OF 4) SHEET NUMBER: ES04.03 2 4 5 6 7 8 9 10 3 z a z w 0 0, N 0 Q N 0 Z 0 zoo Y �Y oNo o LJ CC oQo z 0O goo Lu H G F E D C B A 2 3 4 5 7 8 9 10 MATCHLINE SEE SHEET ESO4.03 vv \vv v vvv s°� w��. ( `v 1 �'Iv \ \ N \ o. \\•\\'• N \ \\".\ \~'\ \ I� \\—. 1\ I 1b • 111 \\ \\ \\ \\ \ \ \\ �\\\\\\ \soa \� PRO•. \s/:",,,I0\:9: ` ( I 1 I it I EXIST. BIKE PATH \ \ •\ �\ \ \ °` � 1 \ \\ \ �a \\\\\ \\.\\\\" I '�i i 0fp91 a 1 \\ EXIST. I\ l \,°sa soso'q. \\• \\S \ \\\\'..\\ NaV Il \ t 5 \yi \\F i\ 1 \ 1 GRAVEL \ 1 s B90 y \ \ 11, 1 s DRIVE 1 \ \ S \ . \ N\\ \\\\`�\ o \\\ \�„ \\\ \ �\N soo l\ \\i F > �\\\ X11\\` �I \A \\ \\ \\\ \\ vV A ��v'v •vv s000� �� ''�-,IV 1 A �� v� �tA 11\�� 1 A \ \ \ 'comoo. FILING 5( \ I \\ \\. \� .\.\•\ ~\\��- ,, .� \\ \\ 1\ 2� \ ,.,\ I\ \ $ \ •-- \ �N.\\ N. .\ N- \\~ I 1 \ \ 1 \ 1 \ • N a ss�.99O. �\ \ ���. \ 1 �\ 0 1 \\ \ \ 011 �. vvvv�v-,-�,_.r�'�°moo �N \V A, \ Nl V 1\\\'\\:\ \ V �I \ '. - \\ 0 N\\ 5 \ \ \ - \ss \ \ \ \ \\ \\ N \N \ s 'N \� \ \�\\' °ol �\ \ \ \\ 5 \ •. •\\\N\ \ '\ . \ \\ s `\ \ \ \ 1 \ \ N. L \ -� ,}� •� vvv V A vV vA� �� V OA \ \ �\ 1 s9e • 4,0 . o \ . \ \ , Cp \ \s \ v ° • 1 y �-1 -1111±' S \V A A\ • • \` �\ sOo \ (ora EK�o� t \ oo\\\ -i \\ ` \1 \ \ \\t\. '\Ex)St\A0 6 \' \\ \ S y 1 \ �„,'\\,,,,,N,`Ek�EM�NR \�\ \\ \ \ \\ _ \ 1 \\ \ \ \ \ \ \ \N -S. \ I \ \ /It \ \ o r. cU 7 \ 1 , 1 °o V A N I. \V 8\ \ \ \\\\\1 uA/ \�I j,iC\\ l �; \ mo\\\\ \\ \ I\ 1 \ \ I 1 \\\} � _oma \ �.. \ �. \. loop; ` \ ,&:, \ \ s \\ ..�\ \ �\ \ \I ` \ \ \ \ -\— i\\ `�\ ,\ --•� \ ��\\ oma\ k 100 SCALE IN FEET N 0 100 200 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 .,�ti ear 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: EROSION AND SEDIMENT CONTROL PLAN FINAL CONDITIONS (4 OF 4) SHEET NUMBER: ES04.04 2 3 4 5 6 7 B 9 10 H G F E D C B 2 3 4 5 7 8 9 10 TPLACE UPSLOPE END OF BLANKET IN A TRENCH 6" DEEP BY 6" WIDE. BLANKET FABRIC ANCHORED IN TRENCH TUSE A 6" OVERLAP WHEREVER ONE ROLL OF BLANKET ENDS AND ANOTHER BEGINS. STAPLE PATTERN FLOW n 6' � 6"-- SILT FABRIC STAPLED TO POSTS 10' MAX 6' BLANKET FABRIC ANCHORED IN TRENCH USE A 4" OVERLAP WHEREVER TWO WIDTHS OF BLANKET ARE APPLIED SIDE BY SIDE. STAPLE PATTERN: MINIMUM 3 PER SQUARE YARD. T 4' CHECK SLOTS SHOULD BE MADE EVERY 35'. AND AT TERMINAL ENDS. INSERT A FOLD OF THE BLANKET INTO A TRENCH 6" WIDE BY 6" DEEP AND COMPACT IN CONFORMANCE WITH MANUFACTURER'S RECOMMENDATION. LAY THE BLANKET SMOOTHLY ON THE SURFACE OF THE SOIL, DO NOT STRETCH THE BLANKET, AND DO NOT ALLOW WRINKLES. INSTALL STAPLE 12" ON CENTER IN TRENCH. FLOW 0 PLACE BLANKET PARALLEL TO THE DIRECTION OF FLOW. DO NOT JOIN STRIPS IN THE CENTER OF THE DITCH. USE CHECK SLOTS AS REQUIRED. SLOPE APPROXIMATE TRENCH STAPLE 6" ON CENTER ALONG EDGE, TYP PLACE BLANKET PARALLEL TO THE DIRECTION OF FLOW AND ANCHOR SECURELY. BRING BLANKET TO A LEVEL AREA BEFORE TERMINATING THE INSTALLATION. SILT FENCEJ� FABRIC ANCHORED IN TRENCH AND ATTACHED FIRMLY TO POST TRENCH SOIL RETENTION BLANKETS DETAILS SCALE: NTS POST (2" X 2" NOMINAL) 24" MIN. COMPACTED BACKFILL 24" M N. SILT FENCE FABRIC ANCHORED IN TRENCH AND FIRMLY ATTACHED TO POST 42" MIN. 18" MIN. SF SILT FENCE DETAILS SCALE: NTS TRENCH <FLOW SILT FENCE INSTALLATION NOTES 1. ANCHOR TRENCH SHALL BE EXCAVATED WITH TRENCHER, OR WITH SILT INSTALLATION MACHINE; NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED. TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK", OF BY WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND. 2. SILT FENCE INDICATED ON EROSION CONTROL PLAN SHALL BE INSTALLED PRIOR TO ANY LAND—DISTURBING ACTIVITIES. SILT FENCE MAINTENANCE NOTES I. THE CONTRACTOR SHALL INSPECT SILT FENCE DAILY, DURING AND AFTER ANY STORM EVENT AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY. 2. SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6—INCHES. SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBANCE AREA IS STABILIZED AND GRASS COVER IS APPROVED BY THE ENGINEER. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE ENGINEER OR OWNER'S REPRESENTATIVE. —1/2" CRUSHED ROCK I ENCLOSED PLAN VIEW AREA INLET FILTERED RUNOFF CROSS SECTION 10" MIN. 2" SOIL CD INLET PROTECTION SCALE: NTS CULVERT END SECTION BACKFILL UPSTREAM OF BERM REINFORCED ROCK BERM 2" MIN.) PLAN WIRE AND ROCK NOT SHOWN FOR CLARITY 10" MIN SECTION A FLOW REINFORCED ROCK BERM SEE SECTION B ANY GAP AT JOINT SHALL BE FILLED WITH 1Yz" CRUSHED ROCK AND WRAPPED WITH ADDITIONAL WIRE MESH SECURED TO ENDS OF ROCK REINFORCED BERM 1F" CRUSHED ROCK ENCLOSED IN WIRE MESH JOINT DETAIL 0" ON BEDROCK OR RIPRAP 2" IN EARTH SECTION B QP OUTLET PROTECTION SCALE: NTS OUTLET PROTECTION INSTALLATION NOTES 1. SEE PLAN VIEW FOR LOCATIONS OF OUTLET PROTECTION. 2. CRUSHED ROCK SHALL BE FRACTURED FACE. 3. WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1.0 INCH (COMMONLY TERMED "CHICKEN WIRE"). 4. WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6—INCH CENTERS ALONG ALL JOINTS AND AT 2—INCH CENTERS ON ENDS OF BERM. 5. THE ENDS OF THE REINFORCED ROCK BERM SHALL BE 12"HIGHER THAN THE CENTER OF THE BERM. "L" = THE DISTANCE SUCH THAT POINTS "A" Sc "B" ARE OF EQUAL ELEVATION. WOOD STAKE STRAW WATTLE PROFILE VIEW ALONG DITCH FLOWLINE WOOD STAKE STRAW WATTLE COARSE AGGREGATE 3" TO 6" EXST. GROUND S DITCH CROSS SECTION STRAW WATTLE CHECK DAM SCALE: NTS MOUNTABLE BERM (OPTIONAL) A •20' MIN CONSTRUCTION FENCE, TYP., TO DISCOURAGE VEHICLE ACCESS EXCEPT AT VTC A STOP SIGN PER MUTCD STANDARDS PLAN VIEW 50' MIN. EXST. PAVEMENT SIGN, "CONSTRUCTION ENTRANCE" • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION. EXST.-7- \ -- GROUND GEOTEXTILE EROSION CONTROL (CLASS B) 16" MIN. FLOW -3 EXST GROUND SIDE ELEVATION 20' MIN. GEOTEXTILE OTEXTILE EROSION CONTROL (CLASS B) SECTION A -A MOUNTABLE BERM (OPTIONAL) 3" MIN. 3" MIN. EXST PAVEMENT VEHICLE TRACKING CONTROL DETAILS SCALE NTS VEHICLE TRACKING CONTROL INSTALLATION NOTES 1. VEHICLE TRACKING CONTROL PADS SHALL BE INSTALLED AT EVERY ACCESS POINT TO SITE. 2. VEHICLE TRACKING CONTROL PADS SHALL CONSIST OF HARD, DENSE, DURABLE STONE, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE OR BOULDERS WILL NOT BE ACCEPTABLE. THE STONES SHALL BE 3" WITH A MAXIMUM SIZE OF 6". THE STONE SHALL HAVE A SPECIFIC GRAVITY OF AT LEAST 2.6. CONTROL OF GRADATION WILL BE BY VISUAL INSPECTIONS. VEHICLE TRACKING CONTROL MAINTENANCE NOTES 1. THE CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL DAILY. GRAVEL SURFACE SHALL BE CLEAN AND LOOSE ENOUGH TO RUT SLIGHTLY UNDER WHEEL LOADS AND CAUSE LOOSE GRAVEL TO DISLODGE MUD FROM TIRES. WHEN GRAVEL BECOMES COMPACTED OR FILLED WITH SEDIMENT SO THAT THE EFFECTIVENESS OF THE PAD IS DIMINISHED, CONTRACTOR SHALL RIP, TURN OVER, OR OTHERWISE LOSSES GRAVEL, PLACE ADDITIONAL NEW GRAVEL, OR REPLACE WITH NEW GRAVEL AS NECESSARY TO RESTORE EFFECTIVENESS. 2. VEHICLE TRACKING CONTROL SHALL BE REMOVED AT THE END OF CONSTRUCTION, THE GRAVEL MATERIAL REMOVED OR, IF APPROVED BY THE OWNER OR OWNER'S REPRESENTATIVE, USED ON SITE, AND THE AREA TOPSOILED, SEEDED AND MULCHED OR OTHERWISE STABILIZED. OWNER/DEVELOPER: • Myer ve 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 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: SOT. -F::::' DRAWN BY: C. SNYDER CHECKED BY: C. SNYDLR SHEET TITLE: EROSION AND SEDIMENT CONTROL DETAILS SHEET NUMBER: ES05.01 2 3 4 5 6 7 8 9 10 0 a 0 ',585 m 55? 0 0 / o w �r7wo Y 0 0 C . Q a A g ry w m Co � Z o U IL) '525 H G F E D C B 7 8 9 10 RIVER EDGE COLORADO AMENDED SUPPLEMENTAL SUMMARY SHEETS VICINITY MAP NOT FOR CONSTRUCTION PRELIMINARY ENGINEERING IN SUPPORT OF THE GARFIELD COUNTY PUD (REZONING) AND SUBDIVISION (PRELIMINARY PLAN) REVIEW PROCESS FOR RIVER EDGE COLORADO The sole purpose of these maps and drawings, and the associated plans and reports, is to support the Garfield County PUD (Rezoning) and Subdivision (Preliminary Plan) review process based on the requirements of Garfield County Unified Land Use Resolution of 2008, as amended. The maps and drawings, and the associated plans and reports, present the overall design intent, layout, facilities coordination and operational configurations based on Garfield County, appropriate agency, and industry standards. The maps and drawings, and the associated plans and reports, are intended to show practicability and guide final design, if approved, and are not intended to provide the preliminary or final design information necessary to support the permitting or approval processes Mother agencies. These maps and drawings, and the associated plans and reports were prepared by or under the direction of a registered professional engineer (William S. Otero, State of Colorado Professional Engineer, Registration 832163). OWNER/DEVELOPER. Myr ve 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•.vlvo�.,o�l vii KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL 3/30/11 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: -IT=EM SHEET TITLE: SUPPLEMENTAL SUMMARY SHEETS COVER SHEET SHEET NUMBER: SS00.01 2 3 4 5 7 8 9 10 INDEX OF DRAWINGS NO. SHEET TITLE SS00.01 SS01.01 SS02.01 SS03.01 SSO4.01 SS05.01 SUPPLEMENTAL SUMMARY SHEETS COVER SHEET EXISTING CONDITIONS/LAND SUITABILITY MAP SUB—ZONE DISTRICTS OVERALL ZONING PLAN OVERALL STREETS, TRAILS, WALKWAYS AND BIKEWAYS PLAN EROSION AND SEDIMENT CONTROL PLAN FINAL CONDITIONS OVERALL DRAINAGE STRUCTURES PLAN NOT FOR CONSTRUCTION PRELIMINARY ENGINEERING IN SUPPORT OF THE GARFIELD COUNTY PUD (REZONING) AND SUBDIVISION (PRELIMINARY PLAN) REVIEW PROCESS FOR RIVER EDGE COLORADO The sole purpose of these maps and drawings, and the associated plans and reports, is to support the Garfield County PUD (Rezoning) and Subdivision (Preliminary Plan) review process based on the requirements of Garfield County Unified Land Use Resolution of 2008, as amended. The maps and drawings, and the associated plans and reports, present the overall design intent, layout, facilities coordination and operational configurations based on Garfield County, appropriate agency, and industry standards. The maps and drawings, and the associated plans and reports, are intended to show practicability and guide final design, if approved, and are not intended to provide the preliminary or final design information necessary to support the permitting or approval processes Mother agencies. These maps and drawings, and the associated plans and reports were prepared by or under the direction of a registered professional engineer (William S. Otero, State of Colorado Professional Engineer, Registration 832163). OWNER/DEVELOPER. Myr ve 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•.vlvo�.,o�l vii KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL 3/30/11 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: -IT=EM SHEET TITLE: SUPPLEMENTAL SUMMARY SHEETS COVER SHEET SHEET NUMBER: SS00.01 2 3 4 5 7 8 9 10 C9 0 dCS F S 0 5 0 14-1 C0 o � A Zoe > 00 U 3 Co 3 p 0,111 awwm o Q z 00 -o s- c- H F E D B A 250 Z÷1 0 250 500 SCALE IN FEET 2 3 4 5 6 7 w C/ I G)� — �fs �/ i ` / �L O-- i EXIST. PARMAN AR EASEMENT) -3-B AS SHOWN ON DEPT. OF IGHWAYS RIGHT OF WAY MAPS XIST. 7.5 EASEMENT, 1.5' C£ASIERLY OF AND 6' WESTERLY -OF DESCRIBED CENTERLINE s --BOOK 380 PAGE 234 I •�/ ��\ \IT,�' �II�� I I AX. L1_ �Y LJ EXIST BOX P ��/r /a/ nll 8 ij•-•- -19-8-9---_-_;;•-% ----e--;-___-_,-- - /� �� •7 �•, AGREEMENT IN BOOK 1164 AT - �• Pf X'.'PAGE 818 GRANTS SANDERS d� \ �- /t' %; •, , RANCH RIGHT TO CROSS FIBER • W % OPTIC EASEMENT THAT LIES V" it . v WITHIN RAILROAD CORRIDOR �p �. -.4": 9. r,� / s_- OPER SPACE EASEMEe .1143 PAGE i AMENDED BY BOOK 1217 PAGE 593 DL ERT SHg� 10 • _—_ EXIST 3- (\ G WIDLIFE FENCE ��a RF(P ROWS EXIST. 20' OPEN SPACE C1_ �� :i ,.-T .yr: --- \ CONSERVATION EASEMENT, BOOK//- 1143 AT PAGE 1 AMENDED BY 7 EXIST. BIKE TRAIL /�, �Z �••��' C)II`� cr �. • • EXIST. RAILROAD CORRIDOR BETWEEN SANDERS 1 A� � BOOK 1217 PAGE 593es —1 — � �• / ' . ,•'� S4NDERS RANCH SOUTH PROPERTY LINE (MP "4/ / fF' i 'OPEN 368.77) IS SUBJECT TO LICENSE GRANT BOOK 0 / q lL-- �/� d%; H G F E D C B A Z 250 0 250 500 SCALE IN FEET 2 3 4 COMMERCIAL (LIMITED) 5 COMMERCIAL (LIMITED) T I .✓ • / r ---.J I / 1 / I •; COMMERCML (LIMITED) \ PROP. BUILDING ENVELOPE - (120'X50') S M (TO BE DEFINED AT 9'482 - — TIME OF FINAL PLAT) 7 / PUBLIC LAND (RESOURCE/ RECREATIONAL) 8 9 10 -ter .. . .• RESIDENTIAL SUBURBAN (VACANT) 1 • RESIDENTIAL; FILING 2 SUBURBAN (VACANT) RURAL (SINGLE FAMILY HOME) 0 • PROP. BU TIDING ENVELOPE (250X160') 1: (TO BE DEFINED AT TIME OF FINAL PIAT) • • ::ter --..-V • PROP: BUILDING. ENVELOPE (70'X40') (TO BE DEFINED AT TIME OF FINAL PIAT) 100 -YR FLOODPLAIN TYP. S11111.110fr 11111111111111 1,.® / HERON PROTECTION ONE / , ® ® ' BOOK 1171 PAGE 929 & RECEPTION N0. 76 574 / ®® ,® FILING 2 FILING 1 /' le* / h� (SINGLETOME) LEGEND RESIDENTIAL USE OTHER COMMUNITY SPACE USE1 UPUTY USE OPEN SPACE USE EXIST. CONSERVATION EASEMENT HERON PROTECTON DONE HERON ACTIVITY ZONE 20' CONSERVATION EASEMENT ACCESS CONTROL AREA EXIST. BUILDING EXIST. WETLANDS EXIST. FLOODPLAIN LIMITS PROP. LOT/TRACT LINE PROP. BLOCK BOUNDARY PLANNED UNIT DEVELOPMENT (OPEN SPACE & SINGLE FAMILY RESIDENTIAL) 1 i. PLANA,c UNIT DEVELGPMENT (OPEN SPACE SINGLEyAMMILY RESIDENTIAL) EXIST. & PROP. EASEMENT LINE EXIST. PROPERTY LINE (PROJECT UNITS) EXIST. PROPERTY UNE EXIST. TOWNSHIP LINE EXIST. SECTION LINE EXIST. ZONING BOUNDARY EXIST. CDOT R -O -W MONUMENT EXIST. PROPERTY PIN. Na 5 REBAR & CAP (LS. 20133) EXIST. PROPERTY PIN. NO 5 REBAR & CAP (LS. 22680 U.N.O.) EXIST. COUNTY SURVEYOR BRASS CAP 1 FOR CONVENIENCE AND EASE OF PRESENTATION, RIGHT-OF-WAY IS SHADED AS OTHER COMMUNITY SPACE USE, BUT SHALL BE REGULATED AS RIGHT -DF -WAY. • / PROP. BUILDING ENVELOPE (70X40) / �1 (TO BE DEFINED AT TIME OF FINAL PLAT) / • OR\� R011' NOTE: \- TOWNSHIP LINE / 1. FOR DETAILED PUD PLANS, SEE SHEETS PUD03.01-PUD03.04, OWNER/DEVELOPER: Ri'erE 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 SURVEYOR' rum, S0RFB1LN6' SERF/CBS 727 Blake Avenue Glenwood Springs. Colorado 81607 (970) 928-9708 (Fax 947-9008) JefJi9ess- a .. evr2 LANDSCAPE ARCHITECT: Z,.. E..„o REN KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL 3/30/11 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: SUPPLEMENTAL SUMMARY SHEET SUB -ZONE DISTRICTS OVERALL ZONING PLAN SHEET NUMBER: SSO2.01 2 3 7 8 9 10 H G F E D C B A 250 0 250 500 SCALE IN FEET 2 4 5 E 5N LINE I / 7 U 9 10 EXIST_ BOX CULVERT 9482 K ,- --- EXIST ,• _� GRAVEL DRIVE •� EXIST. RFTA . — , __ . •i R0=...; — —__Ey,IST. 50 _ _ - - -EASEMENT l0 EXIST. 1 / --TERRACE /GRAVEL DRIVE f WY • %" oc;•�/ 711 iQ EXIST. BIKE TRAIL is BRIDGE _-�__ ir FSC / I iy !/7 I teflfYap BI- \. �f +r I/�,, Ri••/ ckci t$1 • 'Ff.: P. TRAIL i 1• T.y3yk.BBM. ` T..RBBM. — PROP. TRAIL EORK' ROPRR�ER EASEMENT 56' 5° EASEMENT 5' SIDEWALK 1 D' 10' 8' 5' SIDEWALK 1 rte..._ DRY U71Utt BURY DEPTH TO TRENCH TYP. JL•J BE DETERM NED BY GAS COMPANY TAP. ALTERNATE LOCATION GAS WHEN ROAD CAN NOT ACCOMMODATE GAS 1.5' GAS' O SANITARY 0 STORM OPOTABLE 5' MIN. SEWE10' MIN. SEWE10' WIN. WATER 5'1 EASEMENT TYPICAL SECTON A—A 24' - ROW EASEMENT 12' 12' >. SJ SANRARY I POTABLE 0SEWER1 O WATER 5.00' MIN 10' MIN. TYPICAL SECTON B—B O RAW WATER 8' EASEMENT 4' TRAIL TYPICAL SECTON E—E (FOOT TRAIL) 12' 6' TYPICAL SECTON F—F CRETA TRAIL) 5.00' EASEMENT NOTE: TOWNSHIP LINE LEGEND I PROP. ROAD PROP. TRAIL PROP. LOT LINE PROP. FUTURE CONNECTION PROP. FUTURE ACCESS 1. FOR DETAILED STREETS, TRAILS, WALKWAYS AND BIKEWAY PLANS, SEE SHEETS C01.01—C01.04. 2. FOR DETAILED STREET AND TRAIL TYPICAL SECTIONS, SEE SHEET C04.01. 36.00' — ROW 5.00' EASEMENT 12.00' 0.00' MIN. SANITARY SEWER 10.00' IN TYPICAL SECTION H—H (CHERT COURT) POTABLE WATER OWNER/DEVELOPER: Thver1tte 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 BAIW6. 911E 3110 OOThE MAOROD 90202 Plot 103-761-1520 FAN 36-960-719 KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 3 4/13/15 PUD AMENDMENT SUBMITTAL 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL 3/30/11 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: SUPPLEMENTAL SUMMARY SHEET OVERALL STREETS, TRAILS, WALKWAYS AND BIKEWAY PLAN SHEET NUMBER: SS03.01 2 3 4 5 7 8 9 10 cO 0 z 0a z w F;.;; 0 ▪ AT SCAT N o� w o Vn z zN� O Y o O o C- OW.. wwm o Q z 00 CO dd H G F E D B A 250 Z� 0 250 500 SCALE IN FEET 2 -I)A� 11A�1) +\\\ _'ill!\1r-, -\ \\L\\\\\\\ \\\\\\%\`-2—/ //\\\\\//.,- �y X3\1\l\\I\T\--- CUo -i-- �. 1 i/��`_ - ,'\= _ f / 3 / EXIST. BIKE ' // — /' / /' TRAIL �'/ \ ., — s- — 5 / / / f —EXIST. i / 81 \ GRAVEL DRIVE , i - B.\ - j - i / ` —_ . 0 FILING 170 � j - �.I •i � C t----FILING PROP. CURB -• AND GUTTER (TSP.) 3 4 5 7 \\I \ \`-- ------''' _______/- 8 9 10 %\?J - /moi 4-' / W T ! I_- I e; I I ! ' I )- I _.cuLVERT II I--� -• N EXIST- BOX 44 RV P'' " • CI \ ROP RAW WATER IRRIGATION PRE-TREATMENT POND A 9482 -� y -- •�' _ 7',---7 ;- '' ,I ExIST. ,� / —/r GRAVEL DRIVE ,..../...7.-'l) T # // I( t// ] / — h /„ /1 .",,,, / :, -- EAST PDX - — -.....!•4",_!.1-4- _ / / / /// /.: ,,,/ • / ROW .•�- — / /// //,/ -,/ / 'Ex1- o .// //// / _ / / 7 17 // �) _r / / /" /" l N EXIST. BRIDGE /4-044:=321000m4op* "-FILING PROP. STD ^TER r / / / / j F /"/ =s// / ./ PROP-WAiE• -4 - - z- QUALITY PUNIC- " /X /I PROB.. STORMWFRER _ / / PROP TRA/112 n CONVEYANCE CHANNL_ i ,r (C ' / - Ps. ,C.-_„,/, J / l v p ` �I^\ma r+/ i „-X ( / i _I\ / // -OWWP. WATER ' ,r„.,( / 7 -' __ � .„_,,•24.•--"-.',4.,F•'r QUALM POND 1) 11 l I\ _ 80 C' (l I\'— --___ / /„— ,, ._-:.• / \ OUAL111'PONE—� ¢ \-.- 5 ! —) \ \ ) S / / / I r..73.,1�B9M. / // .' i. / / / /7 /: , 6 -- .. L..i 77 LEGEND • PROP. CULVERT & OUTLET PROP. CURB INLET/CATCH BASIN PROP. CHANNEL/DITCH EXIST. BUILDING EXIST. FLOODPLAIN LIMITS EXIST. EASEMENT LINE EXIST. PROPERTY LINE (PROJECT LIMITS) EXIST. PROPERTY LINE EXIST. TOWNSHIP LINE EXIST. SECTION LINE PROPOSED EROSION CONTROL PIPE OUTLET PAVING (PER CDOT M&S M-601-12 STANDARD DRAWING) I /J ( 7/ 77/ I /I/ //', /' /// I /I NOTES: `TOWNSHIP LINE 1. FOR DETAILED EROSION AND SEDIMENT CONTROL PLANS FINAL CONDITIONS, SEE SHEETS ESO4.01-ESO4.04. 2. FOR SECTION DETAILS AND ADDITIONAL INFORMATION, SEE SHEET DR03.01 . OWNER/DEVELOPER. RNr1e COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 4 1414.11.411,44 8140 Partners, LLC PO Box 0426 Eagle, CO 81631.0426 Phone No: 866.934.8140 www.8140partners.com 1670 ROM. 501[ 3100 DIM; OGLOROD KM PRom 363-764-1510 6W 30-660-7139 KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 3 4/13/15 PUD AMENDMENT SUBMITTAL 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL 3/30/11 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: PROJECT MANAGER: S. OT'F;.:: DRAWN BY: C. SNYDER CHECKED BY: SHEET TITLE: SUPPLEMENTAL SUMMARY SHEET EROSION AND SEDIMENT CONTROL PLAN FINAL CONDITIONS SHEET NUMBER: SSO4.01 2 3 4 5 7 10 H G F E D C B A 250 Z÷ 0 250 500 SCALE IN FEET I)� ,.- - „10,1,,-- //y\,\5\ -.-01"m-,'5P,------ \ // i.\\\\\\---- --, \\\ \ \ j X3\1\l\III' \\\\\\':=�__Z7 5\\\\ ,. �` \,,, ;�tI11111\\1\\\\moi `• \\\1f_ _ \`J y ) \ »\'.: _ 2 3 4 5 7 8 9 10 \1' \1\ GR I'•7 /' / V/ -� 11 II II _ / \ EXIST- BOX ) I __CULVERT L_< 9482 -- _---- 10; I*54411, ‘11 —#411 Its - FILIN = sem—L l� , _\—,.. — ._,_-......4.- ' __f — __ __ / FF / 3 / EXIST. BIKE --^— /� _Al — -- .../// TRAIL i.--- EXIST. — V _ -cr..: ^ GRAVERIVE , i - • I -- A// • _ / / 5_ 0 -- AND CUTlER ' litillAirg, --0‘440/ 1* �' PROP r' t4- 10101, iAQ ik r -IPE err— wail , , PROP. STO:. ,.iER \ EG. Ss.LGA\\\ PROP RAW WATER IRRIGATION PRE-TREATMENT POND /! 1' /7 �- ODS1. - RFTA ROA -••••!._� Exs1 50 - .G EASEME,g - ///„„((( EXIST. — �/ '' GRAVEL DRIVE ;;;;',...17 •/ 7e. ' /I //(../ 1:1/; . /////�//� J �� / - Ow�, RF.(P 0— //// -7/0/i ,(/;/);/;;;/:-' /7/////,',/ %/7///// __)%/7/ • / . ///// , / / i PROP, WATER QUALITY POND' —0 /,� PROP TR C PROP. STORMWATER / ! 7 •/ „ CONVEYANCE CDANNELL iA 1 lC�7� `//'. < I I ,O. WATER /T // om / / -PROP. WATER r r ,.. QUALITY POND \). I 1 I y,, (> \, l \ / \ — PLOP ... "....4/7:7-7--- • Z - /c* ///1 LEGEND ` — _ _ -- _/- — B.,1- �) I OUALIT7 POND - (1 -1-- / _ • /,) �' -- -__-- ---- 17- - "7/ 1 I AL - PROP. CULVERT & OUTLET PROP. CURB INLET/CATCH BASIN PROP. CHANNEL/DITCH IP EXIST. BUILDING EXIST. FLOODPLAIN LIMITS EXIST. EASEMENT LINE EXIST. PROPERTY LINE (PROJECT LIMITS) EXIST. PROPERTY LINE EXIST. TOWNSHIP LINE EXIST. SECTION LINE • / / I/ - \,„, \' /"•I Ci 7.75: eaE'1'- • l / T.75:,7�B9M. 1/1/';'"-- /// TOWNSHIP LINE NOTE: 1. FOR DETAILED BRIDGES, CULVERTS AND DRAINAGE STRUCTURES PLANS, SEE SHEETS DR01.01-DR01.04. 2. FOR SECTION DETAILS AND ADDITIONAL INFORMATION, SEE SHEET DR03.01 . OWNER/DEVELOPER. Arl e COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER. 4 8140 Partners, LLC PO Box 0426 Eagle, CO 81631.0426 Phone No: 866.934.8140 www.8140partners.com 1670 8W10M1', 5017 3175 COM. MOM 68202 P7r5 353-764-1510 602- 30-665-71.9 KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 3 4/13/15 PUD AMENDMENT SUBMITTAL 2 3/8/13 PUD/PRELIMINARY PLAN AMENDMENT SUBMITTAL 3/30/11 REZONING (PUB) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: PROJECT MANAGER: S. CTM - DRAWN BY: C. SNYDER CHECKED BY: OT SHEET TITLE: SUPPLEMENTAL SUMMARY SHEET OVERALL DRAINAGE STRUCTURES PLAN SHEET NUMBER: SS05.01 2 4 5 7 8 9 10 dmaddock 9:38:58 AM pw:\\PWAPPOMA001:NorthCentral_Dmaha\Documents\462797\000000000213090\13.00 CAD\PUD Amendments \River Edge PUD Amend TitleSht.dgn DESIGN DATA TERRACE PKWY. MAXIMUM RADIUS OF CURVE MAXIMUM GRADE MINIMUM S.S.D. HORIZONTAL MINIMUM S.S.D. VERTICAL MAXIMUM DESIGN SPEED 2035 DESIGN TRAFFIC DHV TRUCKS CLEAR ZONE DISTANCE (TANGENT) CONSTRUCTION CLEAR ZONE (MIN 18') 225 FT 5.912 143 FT 273 FT 35 MPH . . . FT. PRELIMINARY NOT FOR CONSTRUCTION RIVER EDGE COLORADO DESIGN INFORMATION SUPPORTING AMENDED PUD/PRELIMINARY PLAN 31 3? T6S.R88W T7S.R88W STA. 14+88.28 END CONSTRUCTION TERRACE PKWY. STA. 0+00.00 BEGIN CONSTRUCTION TERRACE PKWY. 1 9 24 PROJECT LOCATION MAP 0 0.5 1 Mile 2 Miles SHEET INDEX OF SHEETS NO. SDO1 COVER SHEET SD02-5D05 TYPICAL SECTIONS SDO6 GEOMETRIC LAYOUT SDO7 COORDINATE GEOMETRY SD08-SD11 ROADWAY PLAN SD12-SD14 ROADWAY PROFILE SD15-SD19 EMERGENCY VEHICLE ACCESSES Print Date: 9/30/2015 File Name: River_Edge_PUD_Amend_TitleSht.dgn Horiz, Scale: 1:1 Vert. Scale: As Noted F�2 1670 BROADWAY, SUITE 3400 DENVER, COLORADO 80202 Phone: 303-764-1520 FAX: 303-860-7139 Sheet Revisions Date: Comments Init. As Constructed No Revisions: SUPPORTING DESIGN INFORMATION COVER SHEET Project No./Code Revised: Designer: M. GRANT Void: Detailer: D. MADDOCK Structure Numbers Sheet Subset: TITLE Subset Sheets: 1 of 1 Sheet Number SDO1 dmaddock 9:39:03 AM pw:\\PWAPPOMA001:NorthCentral Omaha\Documents\462797\000000000213090\13.00 CAD\PUD Amendments \River_Edge PUD Amend Typical01.dgn i 5.00' 'EASEMENT _ 5.00' SIDEWALK 2.50' 12.00' HCL TERRACE PKWY 51' ROW 6.00' i 6.00' 2% 11111111111 6" — WB LANE -0.02'/FT. 0 12.00' 12.00' PAINTED MEDIAN/ LEFT TURN LANE 41) EB LANE PROFILE GRADE & PIVOT POINT -0.02'/FT. 5.00' SIDEWALK 2.50' 5" HMA 5" ABC (CL. 6) CURB AND GUTTER _ TYPE 2 (SECTION IIB) 5.00' EASEMENT EXISTING GROUND 2% 6" 5.00' EASEMENT' PROFILE GRADE & PIVOT POINT TERRACE PKWY 8+27.46 TO 10+90.35 8+27.46 TO 9+23.52 - TRANSITION O 9+23.52 TO 10+90.35 - LEFT TURN LANE HCL TERRACE PKWY 51 CURB AND GUTTER TYPE 2 (SECTION IIB) 5.00' SIDEWALK 2.50' 12.00' WB LANE ROW 6.00' I 6.00' 12.00' PAINTED MEDIAN 12.00' EB LANE T PROFILE GRADE & PIVOT POINT -0.02'/FT. 5.00' SIDEWALK 2.50' 2% I I 2% 0 11111111111100— — — --- --- �■ .�`'�"E„.+�3�Fi I' m :: .�i' :.i 17.frf�27F:F'm •. :mm1:iT} T'r�m:?tena t k _ 5" HMA 6"-- I 6" T -0.02'/FT. 5" ABC (CL. 6) CURB AND GUTTER _ TYPE 2 (SECTION IIB) EXISTING GROUND 5.00'_ EASEMENT 0 •7 TERRACE PKWY 0+36.50 TO 8+27.46 CURB AND GUTTER TYPE 2 (SECTION IIB) NOTES: 1. TYPICAL SECTIONS ARE REPRESENTATIVE ONLY. PLAN SHEETS ARE TO BE USED FOR CONSTRUCTION. 2. TOP TWO (2) FEET OF EMBANKMENT MATERIAL SHALL HAVE AN R -VALUE OF 35. = MINIMUM 6" TOPSOIL 2" HMA (GR SX)(75)(PG 58-28)- 3" HMA (GR SX)(75)(PG 58-28)- GEOTEXTILE (SEPARATOR) 5" ABC (CL. 6) (CLASS 1) J ASPHALT PAVEMENT DETAIL Print Date: 9/30/2015 File Name: River_Edge_PUD_Amend_Typical01.dgn Horiz, Scale: 1:10 Vert. Scale: As Noted F�2 1670 BROADWAY, SUITE 3400 DENVER, COLORADO 80202 Phone: 303-764-1520 FAX: 303-860-7139 Sheet Revisions Date: Comments Init. 11verE91ge COLORADO As Constructed No Revisions: SUPPORTING DESIGN INFORMATION TERRACE PKWY. TYPICAL SECTION SHEET 1 OF 2 Project No./Code Revised: Designer: M. GRANT Void: Detailer: D. MADDOCK Structure Numbers Sheet Subset: TYPICALS Subset Sheets: 1 of 4 Sheet Number SDO2 dmaddock 9:43:41 AM pw:\\PWAPPOMA001:NorthCentral Omaha\Documents\462797\000000000213090\13.00 CAD\PUD Amendments \River Edge PUD Amend Typical02.dgn 5.0O' EASEMENT 0 6" HCL TERRACE PKWY 83' 5.00' SIDEWALK 2.50' 2% • VARIES SHLDR -41 12.00' RIGHT TURN LANE 12.00' WB LANE a 6.00' ROW i 6.00' VARI▪ ES 1.50' 6" MEDIAN COVER MATERIAL MEDIAN \ 12.00' EB LANE 1.50' IA PROFILE GRADE i & PIVOT POINT VARIES RIGHT TURN LANE -0.02'/FT. • •.• I 1 -0.02'/FT. •...1�7i11J.•'a�.=btu\.^i- .r.��..-.--•'--- . 11'i�X�:t!tJipi!'�:: -!� i �f i•7'_'s'f.'•' I . �fi+ :•+f h:�.bit• CYi��f•+1Zi�'iT "Si�t7•iirifil rkoni. -,__, 5" HMA � 5" ABC (CL. 6) VARIES SHLDR X5.00' SIDEWALK 2.50' CURB AND GUTTER TYPE 2 (SECTION IIB) CURB AND GUTTER IB) 10+90.35 TO 11+40.00 - ACCESS RD TERRACE PKWY 10+90.35 TO 14+46.27 • 13+24.58 TO 14+46.27 - 0.00' TO 4.00' 11+40.00 TO 13+40.00 - 12.00' O 13+40.00 TO 14+11.75 12.00' TO 6.00' ♦ 11+40.00 TO 12+85.87 - 0.00' TO 12.00' 12+85.87 TO 14+46.27 - 12.00' .. 13+24.65 TO 14+46.27 - 0.00' TO 4.00' 5" HMA 5" ABC (CL. 6) EU -R8- -AND—G-hJI T -ER - EXISTING GROUND 2% 6" NOTES: 1. TYPICAL SECTIONS ARE REPRESENTATIVE ONLY. PLAN SHEETS ARE TO BE USED FOR CONSTRUCTION. 2. TOP TWO (2) FEET OF EMBANKMENT MATERIAL SHALL HAVE AN R -VALUE OF 35. = MINIMUM 6" TOPSOIL ' 5.00' EASEMENT' • TYPE 2 (SECTION IB) CURB AND GUTTER TYPE 2 (SECTION IIB) Print Date: 9/30/2015 File Name: River_Edge_PUD_Amend_TypicalO2.dgn Horiz, Scale: 1:10 Vert. Scale: As Noted F�2 1670 BROADWAY, SUITE 3400 DENVER, COLORADO 80202 Phone: 303-764-1520 FAX: 303-860-7139 Sheet Revisions Date: Comments Init. 11ver1!tige COLORADO As Constructed No Revisions: SUPPORTING DESIGN INFORMATION TERRACE PKWY. TYPICAL SECTION SHEET 2 OF 2 Project No./Code Revised: Designer: Void: M. GRANT Structure Numbers Detailer: D. MADDOCK Sheet Subset: TYPICALS Subset Sheets: 2 of 4 Sheet Number SDO3 L. 12.00' Z SLOPE 3.42' CURB TYPE 6 (SECTION M) j RZ 2.00' 10.00' 12.00' 12.00' • VARIES 0 4.00' MEDIAN 2.00' 12.00' SHLDR HCL SH 82 2.83' S I POINT OF SLOPE SELECTION SHOULDER GUARDRAIL TYPE 3 EB LANE EB LANE -0.02'/FT. __ V _.�7�.,•.; :r.�•'t'.i3�t:i.C_•Yvf.-.r-:s:.r_r.,,�:.�,..�.._..._,_._..---�_.-.- 6" HMA 8" ABC (CL. 6) PAINTED MEDIAN DECEL LANE/ LEFT TURN LANE 2.00' 0 16.00' MEDIAN PROFILE GRADE & PIVOT POINT 6" MEDIAN COVER MATERIAL 2.00' 12.83' SHLDR 12.00' 12.00' 12.00' 8.00' WB LANE -0.02'/FT. WB LANE DECEL LANE SHLDR RIGHT TURN LANE/ At# Z SLOPE L CURB AND GUTTER TYPE 2 (SECTION IIM) 2.83'i_ 2.00' T SHLDR 6" MEDIAN COVER MATERIAL CURB AND GUTTER TYPE 2 (SECTION IIM) NOTES: I. TYPICAL SECTIONS PLAN SHEETS ARE 2. TOP TWO (2) FEET HAVE AN R -VALUE ARE REPRESENTATIVE ONLY. TO BE USED FOR CONSTRUCTION. OF EMBANKMENT MATERIAL SHALL OF 43. = MINIMUM 6" TOPSOIL SEE DETAIL A (TYP) 6: CURB AND GUTTER TYPE 2 (SECTION IIM) EXISTING GROUND SH 82 @ CATTLE CREEK RD. CONTINUOUS GREEN -T CONFIGURED INTERSECTION LOOKING WESTBOUND TYPICAL SECTION • 93+36.01 TO 95+74.32 - 0.00' TO 9.76' 95+74.32 TO 96+83.80 - RAISED MEDIAN 3.00' TO 13.32' TO 3.00' 96+83.80 TO 99+04.68 - 9.76' TO 0.00' o95+46.88 TO 96+74.89 - NO MEDAIN 6" HMA 8" ABC (CL. 6) POINT OF SLOPE SELECTION 0 Print Date: 9/30/2015 File Name: River_Edge_PUD_Amend_Typical03.dgn Horiz, Scale: 1:10 Vert. Scale: As Noted F�2 1670 BROADWAY, SUITE 3400 DENVER, COLORADO 80202 Phone: 303-764-1520 FAX: 303-860-7139 Sheet Revisions Date: Comments Init. River g COLORADO As Constructed No Revisions: SUPPORTING DESIGN INFORMATION SH 82 © CATTLE CREEK RD. TYPICAL SECTION Project No./Code Revised: Void: Designer: M. GRANT Structure Numbers Detailer: D. MADDOCK Sheet Subset: TYPICALS Subset Sheets: 3 of 4 Sheet Number SDO4 12.00' Z SLOPE 3.42' 4.00' SHLDR 2.00 CURB TYPE 6 (SECTION M) O OTES: 1,\=kZE POINT OF SLOPE SELECTION 1. TYPICAL SECTIONS PLAN SHEETS ARE 2. TOP TWO (2) FEET HAVE AN R -VALUE 12.00' 12.00' 12.00' 2.00' SHLDR 0 16.00' HCL SH 82 � o 4.00' 2.83' DECEL LANE/ LEFT TURN GUARDRAIL TYPE 3 EB LANE EB LANE MEDIAN 2.83' MEDIAN 2.00' SHLDR • PROFILE GRADE & PIVOT POINT 6" MEDIAN 12.00' DECEL LANE/ LEFT TURN LANE VARIES PAINTED MEDIAN 12.00' WB LANE 12.00' WB LANE 10.00' 12.00' SHLDR COVER i \ MATERIAL — — ---=• 0 • .022//FT. ---- --'41 0.02 /FT. — _ _ . :•-rr.-. Ott: •V• 4747 4144141X�v_ 5 : _lig •;._ s'F — • � �i r�l(i �f�::':�i,i��i�%•t-�.5'!t%•��.�.•..�._..:_. _CURB AND GUTTER — _ 6" HMA _ _ _ °j POINT OF SLOPE '+--• TYPE 2 (SECTION IIM)- —8" ABC (CL. 6) SELECTION Z SLOPE SEE DETAIL A (TYP) 6" HMA - 8" ABC (CL. 6)— ARE REPRESENTATIVE ONLY. TO BE USED FOR CONSTRUCTION. OF EMBANKMENT MATERIAL SHALL OF 43. = MINIMUM 6" TOPSOIL CURB AND GUTTER TYPE 2 (SECTION IIM) EXISTING GROUND 2.00' 2.83' 2.83' SHLDR 6" MEDIAN COVER MATERIAL SH 82 TERRACE PKWY. CONTINUOUS GREEN -T CONFIGURED INTERSECTION LOOKING WESTBOUND TYPICAL SECTION • 117+47.46 TO 119+68.34 - 0.00' TO 9.76' 119+68.34 TO 120+77.46 - RAISED MEDIAN 3.00' TO 13.32' TO 3.00' 120+77.46 TD 122+98.34 - 9.76' TO 0.00' 0 119+77.26 TO 121+04.91 - NO MEDAIN CURB AND GUTTER TYPE 2 (SECTION IIM) 0 Print Date: 9/30/2015 File Name: River_Edge_PUD_Amend_Typical04.dgn Horiz, Scale: 1:10 Vert. Scale: As Noted F�2 1670 BROADWAY, SUITE 3400 DENVER, COLORADO 80202 Phone: 303-764-1520 FAX: 303-860-7139 Sheet Revisions Date: Comments Init. River g COLORADO As Constructed No Revisions: SUPPORTING DESIGN INFORMATION SH 82 @ TERRACE PKWY. TYPICAL SECTION Project No./Code Revised: Designer: Void: M. GRANT Structure Numbers Detailer: D. MADDOCK Sheet Subset: TYPICALS Subset Sheets: 4 of 4 Sheet Number SDO5 Know what's below. Call before you dig. 00 o. O x O GO QA. �� -. \-\ PG. �\›- 0 O Cd f\ ry CURVE TP -2 HCL TERRACE PKWY N 71° 26'56" E G s"9 ?O 00 �% LO 6 h 4)10 HCL TERRACE PKWY d � 00 N 18° 44'56" W c1 120+22.89, 0.00' LT. HCL SH 82 = 14+88.28, 0.00' RT. HCL TERRACE PKWY HCL TERRACE PKWY7L s.' N 85° 03'29" E�� / / CURVE TP -1 if / ti i •� ' i • S� 00 PI 5.46 08 / A / / HCL SH 82 N 4° 57'38" W / / / / / • / / 0' 50' 100' 200' Print Date: 9/30/2015 File Name: River_Edge_PUD_Amend_Geometry0l.dgn Horiz. Scale: 1:100 Vert. Scale: As Noted F�2 1670 BROADWAY, SUITE 3400 DENVER, COLORADO 80202 Phone: 303-764-1520 FAX: 303-860-7139 Sheet Revisions Date: Comments Init. Ri'verEArge- COLORADO As Constructed No Revisions: SUPPORTING DESIGN INFORMATION TERRACE PKWY. GEOMETRIC LAYOUT 0+00.00 TO 14+88.28 Project No./Code Revised: Designer: M. GRANT Void: Detailer: D. MADDOCK Structure Numbers Sheet Subset: GEOMETRY Subset Sheets: 1 of 2 Sheet Number SD06 dmaddock 9:39:28 AM pw:\\PWAPPDMA001:NorthCentral Omaha\Documents\462797\000000000213090\13.00 CAD\PUD Amendments \River_Edge PUD Amend Geometry02.dgn CURVE SH TP -1 CURVE TP -2 BEGIN TERRACE PKWY Tangent PI PC Tangential Direction: Tangential Length: Station 0+00.00 3+20.30 N 71°2656" E 320.3 Northing 597977.03 598078.93 Easting 501331.61 501635.27 Curve TP -1 PC 3+20.30 598078.93 501635.27 PI 5+46.08 598150.76 501849.31 CC 598292.24 501563.68 PT 6+74.50 598364.56 501776.75 Radius: 225 Delta: 90°11'52" Left Degree of Curvature 2627'53" Length: 354.21 Tangent: 225.78 Chord: 318.75 Middle Ordinate: 66.18 External: 93.75 Tangent Direction: N 71°2656" E Radial Direction: S 1633'04" E Chord Direction: N 26°21'00" E Radial Direction: N 71°1604" E Tangent Direction: N 18°44'56" W Tangent PT 6+74.50 598364.56 501776.75 PC 9+23.52 598600.36 501696.71 Tangential Direction: N 164456" W Tangential Length: 249.02 Curve TP -2 PC 9+23.52 598600.36 501696.71 PI 11+78.62 598841.92 501614.71 CC 598664.64 501886.09 PT 12+85.87 598863.9 501868.86 Radius: 200 Delta: 1064625" Right Degree of Curvature 28°3652" Length: 362.35 Tangent: 255.1 Chord: 314.79 Middle Ordinate: 76.6 External: 124.16 Tangent Direction: N 164456" W Radial Direction: N 71°1604" E Chord Direction: N 33°0917" E Radial Direction: S 4°56'31" E Tangent Direction: N 860629" E Tangent PT 12+85.87 598863.9 501868.86 PI 14+88.28 59881.33 502070.52 Tangential Direction: N 860613" E Tangential Length: 202.4 END TERRACE PKWY Print Date: 9/30/2015 File Name: River_Edge_PUD_Amend_Geometry02.dgn Horiz, Scale: 1:100 Vert. Scale: As Noted F�2 1670 BROADWAY, SUITE 3400 DENVER, COLORADO 80202 Phone: 303-764-1520 FAX: 303-860-7139 Sheet Revisions Date: Comments Init. River g COLORADO As Constructed No Revisions: SUPPORTING DESIGN INFORMATION TERRACE PKWY. COORDINATE GEOMETRY Project No./Code Revised: Designer: Void: M. GRANT Structure Numbers Detailer: D. MADDOCK Sheet Subset: GEOMETRY Subset Sheets: 2 of 2 Sheet Number SDO7 Know what's below. Call before you dig. 0+36.50, 0.00' RT. END CONSTRUCTION MATCH EXISTING O f O RIO GRANDE TRAIL ALIGNMENT 2 RIO GRANDE TRAIL ALIGNMENT 1 . t,/ ,� f CURB AND GUTTER •� . _ '� TYPE 2 (SECTION IIB) • / O / N ,/ NOTE: CURRENTLY WORKING WITH RFTA TO OBATIN RFTA CORRIDOR Lt CROSSING APPOVALS. I EXISTING ROW �l. C • • • • • tu s' /', Cj CURB AUTTER 0Ok 9S��FLjP�� O�Q� ry 6X00 TYPE 2 (SECTION IIB) V CURB AND GUTTER / TYPE 2 (SECTION IIB) EXISTING ROW / • i HCL TERRACE PKWY CURB AND GUTTER TYPE 2 (SECTION IIB) 0' 25' 50' 100' Print Date: 9/30/2015 File Name: River_Edge_PUD_Amend_PIan02.dgn Horiz. Scale: 1:50 Vert. Scale: As Noted F�2 1670 BROADWAY, SUITE 3400 DENVER, COLORADO 80202 Phone: 303-764-1520 FAX: 303-860-7139 Sheet Revisions Date: Comments Init. Ri'verEArge- COLORADO As Constructed No Revisions: SUPPORTING DESIGN INFORMATION TERRACE PKWY. ROADWAY PLAN 0+00.00 TO 6+00.00 Project No./Code Revised: Designer: M. GRANT Void: Detailer: D. MADDOCK Structure Numbers Sheet Subset: ROADWAY Subset Sheets: 1 of 4 Sheet Number SDO8 dmaddock 9:39:38 AM pw:\\PWAPPDMA001:NorthCentral Omaha\Documents\462797\000000000213090\13.00 CAD\PUD Amendments \River Edge PUD Amend PIan03.dgn Know what's below. Coll before you dig. S SIaFkl/ / • 0 // C /A -'' / r' N 0 O �' i , �0,� �i SIO O CURB AND *GUTTER w ti �, �� �� iii �<� I • , .. TYPE 2 (SECTION IIB) ti i� y �" Li ,<.), .. i ���� �' it I i' / ( , n I- •\ .. i' /I �� \ 01 le, u / �� / / / — — \ `� `�` ��\ ��` \ x00 1 ,, 1. / . / CURB AND GUTTER \\,,,,. ` \ / �� / TYPE 2 (SECTION IIB)Co W .\„ \ ' /• 0 •• / / / \ \\` / \ v— / HCL TERRACE PKWY —'� i' — — '' O . _ �, on��0� / / ' . / O O CURB AN GUTTER TYPE 2 (SECTION IB) ♦ • • \. • CUR13 AND GUTTER TYPEr 2 (SECTION IIB) 00' 5.00' w • • 000 �v1 u? o N1 0 0' 25' 50' [00' Print Date: 9/30/2015 File Name: River_Edge_PUD_Amend_PIan03.dgn Horiz. Scale: 1:50 Vert. Scale: As Noted F�2 1670 BROADWAY, SUITE 3400 DENVER, COLORADO 80202 Phone: 303-764-1520 FAX: 303-860-7139 Sheet Revisions Date: Comments Init. Ri'verEArge- COLORADO As Constructed No Revisions: SUPPORTING DESIGN INFORMATION TERRACE PKWY. ROADWAY PLAN 6+00.00 TO 13+00.00 Project No./Code Revised: Designer: M. GRANT Void: Detailer: D. MADDOCK Structure Numbers Sheet Subset: ROADWAY Subset Sheets: 2 of 4 Sheet Number SD09 dmaddock 9:39:42 AM pw:\\PWAPPOMA001:NorthCentral_Dmaha\Documents\462797\000000000213090\13.00 CAD\PUD Amendments \River Edge PUD Amend PlanOl.dgn Know what's below. Call before you dig. MATCH LINE STA. 13+00 00 5' \ - 75' EASEMENT 5.00' ROW 5' , EASEMENT 5 00' SIDEWALK I � lt— ."( —/ 4' SHOULDER --- 12' LANE Fl n 4) w z -1 J N w z J N Z w < a 0 N ›- 0_ 0 W 12' LANE 12' LANE 2' SHOULDER I— w z J N SIDEWALK I " O O— 14+00 c\IN EXISTING ROW r -- - -X- - -XR- - -X- :R ..- - • 7! 4' SHOULDER 12' LANE — — — — — — — — — — — HCL TERRACE PKWY MEDIAN MEDIAN VARIES ---- 2' 2' SHOULDER 12' LANE 12' LANE - 12' LANE 10' SHOULDER -4-- HCL SH 82 1 -SH 82 (EB) — 12' LANE n n n n n n n f 12' LANE 2' SHOULDER — — — MEDIAN VARIES— _f__,____ ARIES— — 2' SHOULDER 12' LANE 12' LANE - — SH 82 (WB) — — — 12' LANE 10' SHOULDER i-1 1— t .1=.-1_ _ 1 ca �� .r - —1- — —• 1 1--=I.��I--I__—_„,--7---T__-1---1--- 1---] 120+22.89, 0.00' LT. HCL SH 82 = 14+88.28 0.00' RT. HCL TERRACE PKWY _ y—EXISTING ROW x -- NOTE: 1. THE INTERSECTION IMPROVEMENTS PRESENTED REPRESENT A PRELIMINARY CONCEPT FOR SITE ACCESS. Z 0' 25' 50' 100' Print Date: 9/30/2015 File Name: River_Edge_PUD_Amend_PlanOl.dgn Horiz, Scale: 1:50 Vert. Scale: As Noted F�2 1670 BROADWAY, SUITE 3400 DENVER, COLORADO 80202 Phone: 303-764-1520 FAX: 303-860-7139 Sheet Revisions Date: Comments Init. &Lge COLORADO As Constructed No Revisions: SUPPORTING DESIGN INFORMATION TERRACE PKWY. ROADWAY PLAN 13+00.00 TO 14+88.28 Project No./Code Revised: Void: Designer: M. GRANT Structure Numbers Detailer: D. MADDOCK Sheet Subset: ROADWAY Subset Sheets: 3 of 4 Sheet Number SD1O dmaddock 9:39:46 AM pw:\\PWAPPOMA001:NorthCentral Omaha\Documents\462797\000000000213090\13.00 CAD\PUD Amendments \River Edge PUD Amend PIan04.dgn • Know what's below. Call before you dig. 0 0 + 0 0 0 a[�X+0 x x x x x x x i+ x to N • xr - O▪ ) S.. x x x x x -x XIX O O O o + O N \-- \,,' \,,. X xT-1 - Z - x x ---x - x� x�xx=�r �c-�e�a=r-r d) �x=x—x-.1.- 5 C 10' SHOULDE – 4+00 SH 82 (EB) HCL SH 82 12' LANE 12' LANE 12' LANE 2SHOULDER n n n n n n n n n n 10' SHOULDER 'w --MEDIAN VARIES— SH 82 (WB) 2' SHOULDER 12' LANE 12' LANE - -----1 / 1 / . . . .p -5+00— 12' LANE 4' SHOULDER – — ____\.Ii j L. 1 .1 / EXISTING ROW.' ` •\ ` ♦♦ ♦ N.` ♦1 • \ ` �` •S. ♦ P \ �\ \♦ \\ I \ \ 1 \ \ , 0' 25' 50' 100' ,)0 ,, \` • \` \\ I.—. N—\\ \ \\ `. 1 1 \\ \ \ • 1 1 \ \` \ \` 1 / ' \ \ \ ♦ \ ♦ \ \ / \ \` \ \ , • • • 1 \ \ 12' LANE - - - - - - 12' LANE 12' LANE 2' SHOULDER — — MEDIAN VARIES- — 1 — 2'SHOULDER 12' LANE 12' LANE 12' LANE 4' SHOULDER 1 1L fi`\ / /,' �� �.___ i�� = _J —_ \ I 1 / / / I ,.,' _ t _ _ -.1 i l -L-- � -1 lI-` �k-._-- . 11 1 1� 14 J / // ��� � , , /,' i ' tom ' yl / -, 1X � /. 1 II 1 1 / / , � /// , /�; ra II ,_,p - /, / /,' /// I r-I�-__,�- -- \\‘ 1, 1 /// /'� / ;/ �? `1v„,./1,6 ��, ///, / /�%' - _ - ! I ' I I � I 1 ' - I /Ij/� ,, / / r I I I I_ U. ,I, / /,'/ ,'' I I ,p6 1/1 , _ I. --__ I I I /I/ i/ / ---_ I -- ,-_I e , / / ' 1/ // / \ \ I -, / / / / // , 1- I _x--- --- rk-- / / /, / / x x ---XJ / / //♦/ / , , I, , I �1 �'' 771-1-- NOTE: fs 111 ,/I ' 1/1 el 1. THE INTERSECTION IMPROVEMENTS PRESENTED REPRESENT 11 / ,/' / '� `,1\ A PRELIMINARY CONCEPT FOR SITE ACCESS. 11�• /' //i // " 2. IMPROVEMENTS SHOWN IN DASHED LINESTYLE ARE THE 1\ / / ` `\/ /'/ / j1 / RESPONSIBILITY OF THE GARFIELD COUNTY PER THE / 1 / SIGNED MOU. % `� ' 11 \1I ,./ • X11 ,/ / ,j / / / i / `�_ II I 4 / / I / III /,4C/` '/ / ,' ' , ; III ck- 'I , / ' /' I 1 1 '/ / / 'Zis / /// / III !_ '/ , / / ' III L..„ '/, / /, �; CAI%'/ / // // VII I/ ' / / / / ♦ /, ♦ ♦♦♦ III // / / '� 4,/ `♦♦'. \ 111 ♦ III ' ', / // •• �i \ \ \\ \` \ \`\♦ \\ \ ` ' FFl I 11 I 11 I II I II I I/ I // / / i i' -S/ / / ♦ ' ' / ' / / �/ �,_ I II I II lit 111 • i • , Print Date: 9/30/2015 File Name: River_Edge_PUD_Amend_PIan04.dgn Horiz. Scale: 1:50 Vert. Scale: As Noted F�2 1670 BROADWAY, SUITE 3400 DENVER, COLORADO 80202 Phone: 303-764-1520 FAX: 303-860-7139 Sheet Revisions Date: Comments Init. " r2___ Ri\7erEilge COLORADO As Constructed No Revisions: SUPPORTING DESIGN INFORMATION CATTLE CREEK ROADWAY PLAN Project No./Code Revised: Designer: M. GRANT Void: Detailer: D. MADDOCK Structure Numbers Sheet Subset: ROADWAY Subset Sheets: 4 of 4 Sheet Number SD11 -0.0.0 7..._, m m N 0 cI Date: m E 0 i E d 0 0 z 0 \\PWAPPO Know what's below. Call before you dig. 6060 6050 6040 6030 6020 6010 THE INFORMATION SHOWN ON THIS DRAWING CONCERNING TYPE AND LOCATION OF UNDERGROUND AND OTHER UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING ALL DETERMINATIONS AS TO THE TYPE AND LOCATION OF UNDERGROUND AND OTHER UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. O N O N on O c0 II e a J > W a H (0 H M ~ O x O W CO O 0 it co N a_ > 0 CO CO dN ON a. r aco V.C. - 150.00' K = 75.00 e - -0.38' 6'6 o) - O M O N co a J > W M 0 (0 RAILROAD CROSSING 1Q Ia' Im Iw 1~ ID b] W O IJ V O m 2 V.0 K e MDS z OWN H1H 016 biz oI— N) O = 150.00' = 75.00 = 0.38' = > 35 MPH O O M 0 > C O m PGL TERRAC M M 0 V M a PKWY. O O 0 U U 0 r M O a m V.C. = 200.00' K = 50.49 e = 0.99' Cr) Oi M O J w 0 R m• O O O c0 co 0+00 1+00 2+00 3+00 4+00 5+00 MATCH LINE STA. 6+00.00 6+00 0 O O O N I + II O CROWN POINT & \\_AXIS OF ROTATION— e= NORMAL CROWN Print Date: 9/30/2015 File Name: River_Edge_PUD_Amend_Profile0l.dgn Horiz, Scale: 1:50 Vert. Scale: 1:10 1670 BROADWAY, SUITE 3400 DENVER, COLORADO 80202 Phone: 303-764-1520 FAX: 303-860-7139 Sheet Revisions Comments 11ver!tige COLORADO 6060 6050 6040 6030 6020 6010 As Constructed No Revisions: SUPPORTING DESIGN INFORATION TERRACE PKWY. ROADWAY PROFILE 0+00.00 TO 6+00.00 Project No./Code Revised: Designer: M. GRANT Void: Detailer: M. GRANT Structure Numbers Sheet Subset: PROFILE Subset Sheets: 1 of Sheet Number SD12 Date: E al Omaha\D r z :\\PWAPPD Know what's below. Call before you dig. 6080 6070 6060 6050 6040 6030 THE INFORMATION SHOWN ON THIS DRAWING CONCERNING TYPE AND LOCATION OF UNDERGROUND AND OTHER UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING ALL DETERMINATIONS AS TO THE TYPE AND LOCATION OF UNDERGROUND AND OTHER UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. V.C. = 200.00' K - 50.49 e = 0.99' MDS = > 35 MPH o o N 0 0 J w o. o Mo O o (0(0 2 00/ 0 u) N w PGL TERRACE PKWY. EXISTING GROUND EI PL uu.uu' K - .50.50 e - -0.99' ----------- ---- Lr) N) 0 N a 0 m O 0 V 0 0 U 0 co 6+00 WO z 0 O O _ + U co Q 1 H (n 7+00 8+00 0) 0 m 9+00 SSD - MDS - > 372' 35 -MPH o- o 0 m 0-J > w m 10+00 co N COO I0 4 0 m 11+00 � N O O / m 6080 6070 0 0 O 0 + 6060 Q W Z J = 6050 U 6040 O of If) 0 cD 6030 12+00 13+00 CROWN POINT & AXIS OF ROTATION Print Date: 9/30/2015 File Name: River_Edge_PUD_Amend_Profile02.dgn Horiz, Scale: 1:50 Vert. Scale: 1:10 1670 BROADWAY, SUITE 3400 DENVER, COLORADO 80202 Phone: 303-764-1520 FAX: 303-860-7139 Sheet Revisions Comments e = -2.00/ NORMAL CROWN River g COLORADO r a0 + 0 0 N II RT. EOP LT. EOP r CO + ti 0 0 N (1) 0) r°) (0 I co + II (1) W 0 J i—t CDO + U Q • Q M V) As Constructed No Revisions: SUPPORTING DESIGN INFORMATION TERRACE PKWY. ROADWAY PROFILE 6+00.00 TO 13+00.00 Project No./Code Revised: Designer: M. GRANT Void: Detailer: M. GRANT Structure Numbers Sheet Subset: PROFILE Subset Sheets: 2 of Sheet Number SD13 Date: Know what's below. Call before you dig. 6090 6080 6070 6060 6050 6040 MATCH LINE STA. 13+00.00 THE INFORMATION SHOWN ON THIS DRAWING CONCERNING TYPE AND LOCATION OF UNDERGROUND AND OTHER UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING ALL DETERMINATIONS AS TO THE TYPE AND LOCATION OF UNDERGROUND AND OTHER UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. PGL TERRACE N EXISTI NG GROUND oo a) O 0 O 0 0 m 13+00 14+00 15+00 16+00 17+00 18+00 RT. EOP e = 1.55X LT. EOP e = -1.69% CROWN POINT & AXIS OF ROTATION MATCH SH 8 MATCH SH 82 Print Date: 9/30/2015 File Name: River_Edge_PUD_Amend_Profile03.dgn Horiz, Scale: 1:50 Vert. Scale: 1:10 1670 BROADWAY, SUITE 3400 DENVER, COLORADO 80202 Phone: 303-764-1520 FAX: 303-860-7139 Sheet Revisions Comments River g COLORADO 19+00 20+00 6090 6080 6070 6060 6050 6040 As Constructed No Revisions: SUPPORTING DESIGN INFORMATION TERRACE PKWY. ROADWAY PROFILE 13+00.00 TO 14+88.28 Project No./Code Revised: Designer: M. GRANT Void: Detailer: M. GRANT Structure Numbers Sheet Subset: PROFILE Subset Sheets: 3 of Sheet Number SD14 Date: dmaddock 3:41:50 PM pw:\\PWAPPDMA001:NorthCentral Dmaha\Documents\462797\000000000213090\13.00 CAD\PUD Amendments \EVA Design \River Edge DES EVA Northl-1.dgn Know what's below. Call before you dig. 6200 6100 6000 5900 5800 � r -- - -- \, 1\ \ i i I' I 0� i I I / 0 II_ I I I ),/ - /\\\i Q I '- -.4D — �N ^� J I I ( r �\ 'J i i - -i I / '0 -- , ,x / I=x x i H LAZY F SUBDIVISION =I / :::_,_x_ — J \,\ii - Iwx- x -_x :/v)i i� / / / RFTA ROW �I U II —110 /j 5 89° 44'21" E_ V \\\\� 0 50 °P �� -6010X_X--_X---x---X_•-�X-__ „aHCL NORTH EVA - OPTION 1-= - x E I / LJ x .44 - ,a Uit NE A1-1 P/ f AR84° 0 N� \HT D= 19° 05'55') / / T s-27..40- h j = 442.33 / U oib---- ./ i�� viii �\ \ \\\\ ~ �� /� \� Is�ZNG so Nle \11I V j te%�- � I I I ///// � ---'--_= ��� 1 Ti I I I I—//// /� �h/ C� �/ 61* y�Gz✓ 1 —�1 \ I I h(/I e1//ll) � /ze�` yl I x11 I(� l'1111lt/III 1 �f�✓��1 MPS C '1 --- J TNc � HCL 20' 10' 10' RZ =�� r,: :�7.-•:3;^.q:: ]u�5:``i � -.:it'-..a'::.` ti?.Ya -. iS.. e iL :Y=_i •:YTi!?:•r' eetriii . qRI SHOULDER WITH BASE (TYP.) EXISTING GROUND TYPICAL SECTION AGGREGATE BASE 0' 50' 100' 200' 0+00 1+00 2+00 3+00 4+00 5+00 6200 6100 6000 5900 5800 Print Date: 10/5/2015 File Name: River_Edge_DES_EVA Northl-1.dgn Horiz, Scale: 1:100 Vert. Scale: 1:10 F�2 1670 BROADWAY, SUITE 3400 DENVER, COLORADO 80202 Phone: 303-764-1520 FAX: 303-860-7139 Sheet Revisions Comments ��'1Ver' Edge COLORADO As Constructed No Revisions: SUPPORTING DESIGN INFORMATION EMERGENCY VEHICLE ACCESS NORTH ACCESS ROAD SHEET 1 OF 2 Project No./Code Revised: Designer: M. GRANT Void: Detailer: D. MADDOCK Structure Numbers Sheet Subset: EVA Subset Sheets: 1 of 2 Sheet Number SD15 enN Edge DES EVA N 0 E E 0 E E r Z 0 0 a a a LO 0 0 ° E Know what's below. Call before you dig. 6200 6100 6000 5900 5800 0 0 0 U) F - w J 0 F - Q /S109 / / ���� I 111 Il ,lo /C CURVE NEVA1-1�c - • r \ �� _I� I I I ' II ni ---- _,___=.� �JJ 1 o t___ o ll\! \ )7,---%--- at, / ////7 — _ _f -- --� _ CUR6- NEVA1-2 /� / / PI STA - 15+28.73 _r = 71°03'18" LEFT - O \ J �. Z� \ - \ D = 19°05'515" DO - j - — J —' � ��5\1 i = C\ j-"1,_,— O ��\� { l/ o� II = 372.04 — - - _ = 300.00 1 - 0 ��� `Oi09 i�� v ( III I/ �-6010- � (3(� /� N (`C \\� / O �v'� \D , ? Ill i III,J// v, ///rim HCL NORTH EVA - OPTION 1 (n 1 i L/°j � °/ j��\\\ \\ ° 15'361' Er i (` � \ 50' 100' ATCH LINE STA. 5+50.00 200' //(/(//////r i \\\1111111111111 \� \ \ �\ \ \ > > 1 \ \\� - \\\\\1111111N\ \\ \ \ \ / ) N ,11,\�\\,�\\\1111 \\\ \N N N /// / r-- 0 CD 00 N 0 (10 6+00 Print Date: 9/30/2015 File Name: River_Edge_DES_EVA Northl-2.dgn Horiz, Scale: 1:100 Vert. Scale: 1:10 F�2 1670 BROADWAY, SUITE 3400 DENVER, COLORADO 80202 Phone: 303-764-1520 FAX: 303-860-7139 / —�• - \ \ \ \off\ N \ - \ \ \ \� N. 0 10 a M N O (0 7+00 r- coO 8+00 N N O Co 9+00 10+00 Ps. CO Co Co O 0) O O CD 11+00 o,, 76°18'54" -6> "C„,r \ r- \ - __ . \-6-6°2°– \- E L _K T ERACEOS E 6200 M N O (.0 J W PC=16+00.00 V.C. _ K = 100.00' 2.83 e - 0.38' SSD = 272' W N O O J W W J U U o> (Llirw Cr) ( O1.0 CD + N(nW C II 8 ttaier)(7) (9 (_),Et I- u ! }-a¢ 0- J 0- _i < O a' -> W 1>WMU — -2.55% VPC -12+50. O 0 N 0 W V.C. = 300.00' - 87.05 EL. 6017.55' 0 0 0 u7 O EL.=6015.01' e = -1.29' SSD 463' CO 0 N O O M M 0 CNI0 co N O co O csi O CO N N 0 (0 00 CO 00 CD 12+00 Date: Sheet Revisions Comments Init. River g COLORADO 13+00 14+00 15+00 W co M N fO 0 0 (0 CO 16+00 O O N o ((0 (00 17+00 6100 6000 5900 5800 18+00 E As Constructed No Revisions: SUPPORTING DESIGN INFORMATION EMERGENCY VEHICLE ACCESS NORTH ACCESS ROAD SHEET 2 OF 2 Project No./Code Revised: Designer: M. GRANT Void: Detailer: D. MADDOCK Sheet Subset: EVA Structure Numbers Subset Sheets: 2 of 2 I Sheet Number SD16 Date: Edge DES EVA South ce 0 0 0 E 0 .4- 01 0 r z 0 0 0 a 0 a 0 Know what's below. CaII before you dig. HCL 20' CURVE SEVAELA-1 PI STA = 1+51.32 A = 6°18'05" LEFT D = 2°05'03" T = 151.32 L = 302.34 R = 2749.00 10' y 10' 6200 6100 6000 5900 5800 SHOULDER WITH BASE (TYP.) EXISTING GROUND TYPICAL SECTION 0909 0409 ES _ ASPHALT PAVEMENT ON AGGREGATE BASE Sb 9` �OS09� _ 0 =00 66565 0665 86�. p- -----6_-4757,---,47::;"''4 /''7'/I � ice* — `P\l�O \l v I 1/aL ) —. ( i � �9 /\ -- a^9- - 7f Nr /— p y/_ - x 0 _-T.:`�]WNz l Q+ 1O c.> `�' T X5009- Q W —_S X �S ,,.0-/ NJ W I r °L09 1 �6 \ \ — 7+52.78, 0.00 RT. 0y/ /q� / ESTATE LOT ACCESS = - — 09— 0+00.00, 0.00 RT. _ — - - �HCL SOUTH EVA - _/ J X -X- - -X- —X- --X--)--X- - -X- - )'� q 0 i 0 J g69 —0 O q66�/ CD D l W 0665 66 / W -.-- \J<-1 • N Q I j '�' I 009 HCL SOUTH EVA -' x°.09 X005— L / of I I / HCL SOUTH EVA \ y\99�- \ �� �� al-- '' ESTATE LOT ACCESS- �\ \ CURVE SEVAELA-1 ce N 32° 41'06" W" oos / i =X= --5909 =SC09 O SH 82 (SOUTH BOUND) MX _ -°i09— 00 N o •LI —5409— - .'ACCESS ROAD 73+59-- O N 0£00 z �9£0� W O In z L`'-I=0o W,:ZW a_ _&)Z 0_ N UJ0 S9o9---- W z Z— w— N W < 4- - a - r 5909� a_ o — �Sb09- - - —00( _ — i- — Sb09-0 Z - — —0009- 6050 Q-1— —1 =--=- N - 1. -- 00 — :1=/ J� 1SOUTH EVA - ' -00 H ACCESS ROAD 73+59 3 -T 06° = IPROPOSED 20' EVA CROSSING EASEMENT 4 X- < - ycTSS09� yX_ - - /0909\ -HOS" i 6050- _ �0 09- --ti�J-e 50' 100' o_ > 6- z ciio N X 0 W cD EXISTING GROU -0.50/. ND e = 1.06' SSD = 92' O 0 tf) 00 H 0 m o)i O n 0) oo .41N 0 co CO 0) CO N N 0 CO O 0 CD O N U 0_ 1 O C0 O N Q II Q W(WO c EW 0NM 0 0 O 0<00 (nQ UOC1° CO 6- 0_ V.G. = 100.00' K = 10.69 N 0 O 1:35Z - 0 J W 0+00 1+00 Print Date: 9/30/2015 File Name: River_Edge_DES_EVA Southl-1.dgn Horiz, Scale: 1:100 Vert. Scale: 1:10 1670 BROADWAY, SUITE 3400 DENVER, COLORADO 80202 Phone: 303-764-1520 FAX: 303-860-7139 Sheet Revisions Comments 2+00 3+00 4+00 River g COLORADO 5+00 6+00 7+00 8+00 6200 6100 6000 5900 5800 200' As Constructed No Revisions: SUPPORTING DESIGN INFORMATION EMERGENCY VEHICLE ACCESS SOUTH ESTATE LOT ACCESS SHEET 1 OF 2 Project No./Code Revised: Designer: M. GRANT Void: Detailer: D. MADDOCK Structure Numbers Sheet Subset: EVA Subset Sheets: 1 of Sheet Number SD17 EXISTING GROUND Date: Know what's below. Call before you dig. / // O//CNa � \ X09 °/ � p O � _J � \ / S • HCL SOUTH EVA "p9� �— --0409 -rn p '� to Z r ESTATE LOT ACCESS = p �- , O Ct. / r I Il lls 11 11 11 11 11 11 `6-1 / Oz N 9°42'34" W-� p'Q 1 a -6040- -2 60a0- ° \ cf (1- 0`/.09 -- 0 -co a- , - (13 O °9/°� j CURVE SEVAELA-4 of 9f � /� CURVE SE AV ELA- SlI�— � � � __ 1 I � �-------- 0909-=-- -6035—d • 0,-6- —040• � - 60"3`— • 1 N _ — — — _ — — _ "T- 6035===- / 035 030 PINE B� -0>09�_ J p' COF09 �r S T• to ✓ -oeo9N 32° 41'06" W- 9 wororg _ �i • (� SFO • CURVE SEVAELA-2 _ _co °. jam. PO UP O ` X990• I ' I osa9—_— Q O ( o) M _— —1 ---tea woQ u- i-—M,— �`�9Fp9�__/ -- 1 - �pyo9� 1 oV w N -4-_ =29'21"W_ �ti fh_ _ \ _ / ) _ x �9 9-c _ a o?° a -i 30 1- _ foo vL_ Z I I f - -* --dj o� ti3 W aS• pN 35°13'26" W 2 / p / l I I �g�p9_ C.-) Li.... vow•- ` �—,u� '= I l 1 I 200'1 3 - v —r_ H ssov = /..0 0 Q — I/ l l / CURVE SEVAELA-2 PI STA = 10+03.40 A = 22°55'06" RIGHT D = 22° 55'06" T = 50.81 L = 100.25 R = 250.00 CURVE SEVAELA-3 PI STA = 12+45.59 A = 25° 30'52" LEFT D = 22° 55'06" T = 56.60 L = 111.33 R = 250.00 0' 50' 6200 6100 6000 5900 5800 100' CURVE SEVAELA-4 PI STA = 14+97.62 = 26° 44'05" RIGHT D = 28° 38'52" T = 47.53 L = 93.32 R = 200.00 CD M O co N 0 O rn CD fes) O CD 0) co O O co 00 N) M O ca PROPOSED GRADE 1.35/. 0) N) O m rn CD N) 0 CO 0) 144 0 O co u 7 r7 O CD O 0 0 a_ > co COco v) O co in U) M O CO O M O CO w O 1.6 M O m M O CD O N) 0 O N) I"i O CD co - CDo L ri • O M fp a_ J >w O N M O m a /)0 w u_ 0 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 6200 6100 6000 5900 5800 Print Date: 9/30/2015 File Name: River_Edge_DES_EVA Southl-2.dgn Horiz, Scale: 1:100 Vert. Scale: 1:10 F�2 1670 BROADWAY, SUITE 3400 DENVER, COLORADO 80202 Phone: 303-764-1520 FAX: 303-860-7139 Sheet Revisions Comments rL River g COLORADO As Constructed No Revisions: SUPPORTING DESIGN INFORMATION EMERGENCY VEHICLE ACCESS SOUTH ESTATE LOT ACCESS SHEET 2 OF 2 Project No./Code Revised: Designer: M. GRANT Void: Detailer: D. MADDOCK Sheet Subset: EVA Structure Numbers Subset Sheets: 2 of 3 Sheet Number SD18 Comments dmaddock 9:40:14 AM pw:\\PWAPPOMA001:NorthCentral Omaha\Documents\462797\000000000213090\13.00 CAD\PUD Amendments\EVA Design\River Edge DES EVA South2-1.dgn Know what's below. Cali before you dig. 6200 6100 6000 5900 5800 / / i -o,„ / GTS 0s \.I›,�0 9S� �O x X ' HCL SOUTH EVA - FS x' ESTATE LOT ACCESS F�,� S/ lJ � �q ✓' E' -7�� 0<,. / 7+52.78 0.00' RT. HCL SOUTH EVA - ESTATE LOT ACCESS 0+00.00, 0.00 RT. HCL SOUTH EVA - ACCESS ROAD 73+59 (e. i /� i��— 6 / / D- /4 / �� F / / �,-- ,-- / � . Xo Or c� --o 17 0 0 / /y 0e3<(\6--a-Ns:- / O� -11,-(),-, q. / /2HCJZSOUT�Hj A /.'�9 Qr, c, i //. XCESS &IAD 73„,+-8:9.E �' �JsA , q. N 5 90 / Q ./' \..\o/Illz Q)��/ -+" OU�, G 5 bb 10 Gtix fri 00 Y C.' ,CURVE SEVAAR-1 ,=e O AI V"' -- 1 - „.....--_-5--..,„ 8. N 11°05'58" W CURVE SEVAAR-3 O 9/ R = 20.00' N 74° .� PI 2+45.83 V.C. = 50.00' K 6.46 W Q O H H -0.97%- 1.12%- 44 0.97%- 1.12%— d D :o 0:48' = 66' • /z /- - max, + 0 0 (0 aJ >W 8.00'/. O- om to O N 0 (0 0 n O- J >0 PROPOSED GRADE 6.77% -2.00% CURVE SEVAAR-1 PI STA = 2+45.83 A = 84° 49'25" LEFT D = 57°17'45" T = 91.35 L = 148.05 R = 100.00 CURVE SEVAAR-2 PI STA = 6+49.58 A = 14°04'22" RIGHT D = 11°27'33" T = 61.72 L = 122.81 R = 500.00 CURVE SEVAAR-3 PI STA = 8+88.82 o = 85° 48'43" RIGHT D = 95° 29'35" T = 55.77 L = 89.86 R = 60.00 0' 50' 100' 200' V.0 = 100.00' K = 10.00 - 1.25' SSD = 83' VP EL 8.00/ z H (n X W S N U CO < M -2 007 r H H 0 x0 W0 >- H 0 w o7 O c, 0'`r 00 0+00 O O O O u) o 0 J W VP co 0 (00 oa (o u) o 0 1+00 El EXISTING GROUND V.C. = 300:00' K = 34.21 An O (00 O 0 2+00 Print Date: 9/30/2015 File Name: River_Edge_DES_EVA South2-1.dgn Horiz, Scale: 1:100 Vert. Scale: 1:10 F�2 1670 BROADWAY, SUITE 3400 DENVER, COLORADO 80202 Phone: 303-764-1520 FAX: 303-860-7139 Sheet Revisions e = -3.29' SSD = 272' (0 C, LOrn (00 CO 0 CO 3+00 n (0 (0 CO 0 CO 4+00 N (0 a1 LO 0 0 5+00 River g COLORADO PRI N m m L N 0 0 6+00 10' HCL 20' A.L A► l`Yr'•I.•.aS;: iJ`: ew,i 4 :'tom... ele.Sr.-?t+!iede ele+ C L:T < �g lie SrZ_i!;:i i :,67,4•. V ARIE SHOULDER WITH BASE (TYP) EXISTING GROUND TYPICAL SECTION 0 CO N CO Co0 0 co CO AGGREGATE BASE 0 (ri (0 0 0 7+00 8+00 9+00 10+00 6200 6100 6000 5900 5800 As Constructed No Revisions: SUPPORTING DESIGN INFORMATION EMERGENCY VEHICLE ACCESS SOUTH ACCESS ROAD Project No./Code Revised: Designer: M. GRANT Void: Detailer: D. MADDOCK Structure Numbers Sheet Subset: EVA Subset Sheets: 3 of 3 Sheet Number SD19