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I, .y,` `.`. .\, - -, ._ -' / /. /, t \ i \ .,\ \ / / \^ i - f� \ _ -_X-- ,. - "XJ X _ �.: ,iF. �. , c\ - _3Er _ _ Il)'15\ �\ \ \ \\ \\ \\ \ __ _ �F /-' / ! . /'r' / \ ', \ \\ \ \. \�\_. \� " \ ,. - \ \ / , / --�, :_ --- /:. !,,//%'%i�///_.. �A ,�`. ".AyvAv:v�--v``�VAA .A v �A -- /. //.�./�ii/�Z__ � v v y v A A , i -A�- _ SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS I NOTICE ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION 502 MAIN STREET, SUITE A3 BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST CARBONDALE COLORADO 81623 DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THISSURVEYBEHOWN HEEDMORE THANTEN YEARS FROM THE DATEOF (970) 704-0311 GRK 33161.01 October 1.1, 2023 G:\2018\18047-Hunt Ranch\SURVEY\SURVEY DWGs\33161 LOTS2&3\18047 ISP LOTS 2-3.dwg CERTIFICATION SHOWN HEREON. N 0 GENERAL SITE NOTES: 1. ALL CONTRACTORS AND SUBCONTRACTORS SHALL HAVE A SET OF APPROVED CONSTRUCTION DOCUMENTS ON SITE AT ALL TIMES. 2. EXISTING CONDITIONS ARE BASED ON SURVEYS PERFORMED BY SOPRIS ENGINEERING SURVEYING. THE UTILITIES, AS SHOWN, MAY NOT REPRESENT ACTUAL FIELD CONDITIONS, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN LOCATES OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND POTHOLE ALL EXISTING UTILITIES TO VERIFY DEPTH PRIOR TO ANY CONSTRUCTION ACTIVITIES, 4. EXISTING AND PROPOSED CONTOURS ARE AT 2.0 FT INTERVALS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATIONS AND PROTECTION OF ALL EXISTING UTILITIES SHOWN AND NOT SHOWN ON THESE PLANS. THESE UTILITIES EITHER UNDERGROUND OR OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUTTHE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGE TO. OR INTERRUPTION OF SERVICES CAUSED BY THE CONSTRUCTION. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING CONDITIONS OUTSIDE THE DESIGNATED IMPROVEMENT AREA FROM DAMAGE. ANY DAMAGE TO EXISTING AREAS OUTSIDE THE DESIGNATED IMPROVEMENT AREA DURING CONSTRUCTION SHALL, AT A MINIMUM, BE RESTORED TO A STATE EQUAL TO ITS PRE -CONSTRUCTION STATE. 7. THE CONTRACTOR SHALL PERFORM THE WORK ACCORDING TO ALL LOCAL GOVERNMENT, COUNTY, STATE, AND FEDERAL SAFETY AND HEALTH REGULATIONS. IN PARTICULAR, THE "TRENCHING" AND "OPEN EXCAVATION" OPERATIONS SHALL COMPLY WITH ALL CURRENT O.S.H.A. REGULATORY REQUIREMENTS.. 8. CONTRACTOR SHALL NOTIFY ALL PUBLIC OR PRIVATE UTILITY OWNERS FORTY-EIGHT HOURS PRIOR TO COMMENCEMENT OF WORK ADJACENT TO THE UTILITY. 9. ALL GEOTECHNICAL RECOMMENDATIONS TO BE ADHERED TO. EARTHWORK, EROSION AND SEDIMENT CONTROL NOTES: 1. EXISTING AND PROPOSED CONTOURS ARE AT 2.0 FT INTERVALS. 2. THE CONTRACTOR SHALL MAINTAIN SEDIMENT AND EROSION PROTECTION THROUGHOUT THE CONSTRUCTION OPERATION. 3. ALL LANDSCAPED AREAS OUTSIDE OF THE CONSTRUCTION DISTURBANCE ZONE SHALL BE REVEGETATED PER LANDSCAPE SPECIFICATIONS AS SOON AS POSSIBLE AFTER GRADING IS COMPLETE. SEEDING TO BE APPLIED BY HYDROMULCH TECHNIQUES BY A QUALIFIED CONTRACTOR AND/OR OTHER TECHNIQUES PURSUANT TO RECOMMENDATION BY THE LANDSCAPE ARCHITECT OR OTHER CONSULTANTS. 4. SILT FENCE ON THE DOWNHILL SIDE OF ANY DISTURBED AREA SHALL BE CONSTRUCTED PRIOR TO COMMENCEMENT OF SITE GRADING. 5. TOPSOIL SHALL BE STOCKPILED TO THE EXTENT PRACTICAL ON SITE FOR USE ON AREAS TO BE REVEGETATED. ANY AND ALL STOCKPILES SHALL BE APPROPRIATELY LOCATED AND PROTECTED FROM EROSIVE ELEMENTS. 6. VEHICLE TRACKING CONTROL DEVICES (MUD RACKS) SHALL BE PROVIDED AT CONSTRUCTION ENTRANCES. THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF THESE DEVICES, AND IS RESPONSIBLE FOR ANY TRACKING OF SEDIMENT ONTO THE ROADWAYS. ROADWAYS ARE TO BE KEPT CLEAN THROUGHOUT THE CONSTRUCTION PHASE 7. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO THE SITE BOUNDARIES AND SPECIFIED RIGHT OF WAY. THE CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR EXPRESSED CONSENT OF THE OWNERS. 8. DUST CAUSED BY EXCAVATION, TOPSOIL REMOVAL OPERATIONS, OR ROAD BASE PLACEMENT SHALL BE CONTROLLED BY THE CONTRACTOR AT HIS EXPENSE. THE ENGINEER OR TOWN MAY REQUIRE THE CONTRACTOR AT ANY TIME TO DISCONTINUE CONSTRUCTION ACTIVITIES UNTIL DUST EMISSIONS ARE MITIGATED. 9. THE CONTRACTOR WILL BE REQUIRED TO FURNISH AND APPLY A DUST PALLIATIVE ON THE SITE AS DIRECTED BY THE COUNTY. DUST PALLIATIVE MAY CONSIST OF WATER OR A NON-POLLUTING SOLUTION. SPREADING OF WATER OR WATER MIXTURE SHALL BE DONE WITH ACCEPTABLE SPRINKLING EQUIPMENT. ALL DUST CONTROL SHALL EXTEND BEYOND THE CONSTRUCTION AREA PROPER TO THE SIDE STREETS ENTERING AND EXISTING THE PROJECT, WHERE MUD AND DIRT FROM CONSTRUCTION EQUIPMENT, AS WELL AS LOCAL TRAFFIC, MAY GET ONTO THE SIDE STREETS. CLEANUP OF THESE AREAS WILL BE REQUIRED AS NECESSARY OR AS DIRECTED BY THE TOWN. 10. CONTRACTOR TO UTILIZE "BEST MANAGEMENT PRACTICES" TO CONTROL EROSION AND SEDIMENTATION DURING CONSTRUCTION. NO SEDIMENT SHALL LEAVE SITE DURING CONSTRUCTION. 11. CONTRACTOR RESPONSIBLE FOR INSTALLATION, MAINTENANCE, INSPECTION, REPAIR AND REMOVAL OF TEMPORARY EROSION CONTROLS. STORM WATER MANAGEMENT NOTES: 1. ALL CONSTRUCTION PROJECTS WITH UNSTABILIZED DISTURBANCE AREAS OVER 1 ACRE, SUBJECT TO EROSION, REQUIRE A CONSTRUCTION STORMWATER MANAGEMENT PERMIT FROM THE COLORADO DEPARTMENT OF PUBLIC HEALTH & ENVIRONMENT (CDPHE), WATER QUALITY CONTROL DIVISION (WQCD). 2. THE PERMIT APPLICANT(S) IS THE OWNER AND THE OWNER'S REPRESENTATIVE(S). THE CERTIFICATION UNDER THE PERMIT REQUIRES THAT SPECIFIC ACTIONS BE PERFORMED AT DESIGNATED TIMES. THE OWNER AND/OR THE OWNER'S REPRESENTATIVE(S) ARE LEGALLY OBLIGATED TO COMPLY WITH ALL TERMS AND CONDITIONS OF THE CERTIFICATION. 3. STORMWATER MANAGEMENT PLANS (SWMPs) ARE REQUIRED FOR ALL PROJECTS REQUIRING A CONSTRUCTION STORMWATER DISCHARGE PERMIT AND SHALL BE MAINTAINED AND UPDATED ON SITE. THE PERMIT HOLDER MUST IMPLEMENT, MAINTAIN AND INSPECT STORMWATER AND EROSION CONTROLS DELINEATED ON THE SWMPs UNTIL THE SITE IS PERMANENTLY STABILIZED AND THE PERMIT IS INACTIVATED. THE PERMIT COVERS ALL WORK ON THE PROJECT INCLUDING WORK PERFORMED BY SUB -CONTRACTORS AND OTHER ENTITIES. IT IS RECOMMENDED BY THE WQCD THAT A SWMP ADMINISTRATOR BE DESIGNATED FOR THE PROJECT. THE SWMP MUST BE KEPT ON SITE FOR USE BY THE ADMINISTRATOR AND REVIEW BY WQCD PERSONEL OR CITY. 4. THE SWMP SHALL BE PREPARED IN ACCORDANCE WITH GOOD ENGINEERING PRACTICES., HYDROLOGIC AND POLLUTION CONTROL PRACTICES. THE SWMP NEED NOT BE PREPARED BY A REGISTERED ENGINEER. THE OBJECTIVE OF THE PLAN SHALL BE TO IDENTIFY BEST MANAGEMENT PRACTICES (BMPS) WHICH WHEN IMPLEMENTED WILL MEET THE TERMS AND CONDITIONS OF THE GENERAL PERMIT. THE SWMP SHOULD BE AMENDED AS NEEDED TO REFLECT THE CHANGESIIMPROVEMENTS MADE. 5. THE PERMIT REQUIRES THAT INSPECTION OF THE STORMWATER MANAGEMENT SYSTEM BE PERFORMED AT LEAST EVERY 14 DAYS AND AFTER ANY PRECIPITATION OR SNOWMELT EVENT OCCURS. INSPECTION REPORTS MUST BE MAINTAINED ON SITE AND MADE AVAILABLE FOR REVIEW BY WQCD PERSONEL ALL REQUIRED REPAIRS SHALL BE COMPLETED AND MADE IN A TIMELY MANNER, NO LESS THAN 7 DAYS AFTER ANY PRECIPITATION/RUNOFF EVENT_ ACCUMULATED SEDIMENT AND DEBRIS SHALL BE REMOVED FROM ANY SEDIMENT TRAPPING DEVICE OR AT ANY TIME THAT THE SEDIMENT OR DEBRIS ADVERSELY IMPACTS THE FUNCTIONING OF THE SEDIMENT -TRAPPING DEVICE. 6. THE OBJECTIVE OF THE STORM WATER MANAGEMENT PLAN INCLUDES BUT IS NOT LIMITED TO MINIMIZING THE AMOUNT OF DISTURBED SOIL, PREVENTING RUNOFF FROM OFF -SITE OR UNDISTURBED AREAS FROM FLOWING ACROSS DISTURBED AREAS, SLOWING DOWN THE RUNOFF FLOWING ACROSS THE CONSTRUCTION SITES AND REMOVING/CONTROLLING POTENTIAL SEDIMENT IN RUNOFF FROM ON -SITE DISTURBED AREAS TO PREVENT SEDIMENTATION OF SENSITIVE UNDISTURBED AREAS. 7. A COPY OF THESE PLANS MUST BE KEPT ON SITE, FOR READY AVAILABILITY TO THE OPERATOR, AND SO THAT DIVISION OR EPA PERSONNEL CAN REVIEW IT DURING AN INSPECTION. IF AN OFFICE LOCATION IS NOT AVAILABLE AT THE SITE, THE SWMP MUST BE MANAGED SO THAT IT IS AVAILABLE AT THE SITE WHEN CONSTRUCTION ACTIVITIES ARE OCCURRING (e.g., BY KEEPING THE SWMP IN A SUPERINTENDENTS VEHICLE.) HUNT RANCH - LOT 1 N U LU W W _ V) HUNT RANCH LOTS 2&3 PROPOSED DRIVEWAY GARFIELD COUNTY SEC 20, T7S, R87W, 6TH P.M. PROPOSED FUTURE RESIDENCE W I r II I II Z0 N i U LU w w HUNT RANCH - LOT 2 SHEET C-2.2 I I I HUNT RANCH - LOT 3 I ',1 II III I 11 I 11 I I, II I I i I/ I / i I - L i J M N i U LU W W _ N !1 11 II 11 11 II 11 II 40.01 ACCESS & UTILITY j EASEMENT ON LOT 2 1 30.01 ACCESS & UTILITY EASEMENT ON LOT 6 -�J HUNT RANCH - LOT 6 I COUNTY ROAD 102 VICINITY MAP SCALE: 1" = 2000' PROPOSED LEGEND PROPOSED EDGE OF GRAVEL > > - PROPOSED DITCH FLOWLINE PROPOSED DRIVEWAY CENTERLINE PROPOSED GRAVEL PROPOSED ASPHALT APRON PROPOSED MAJOR CONTOUR LINE -- - PROPOSED MINOR CONTOUR LINE EXISTING LEGEND PROPERTY LINE - - - - - - - - - - EXISTING EASEMENT EXISTING RIGHT OF WAY (ROW) EXISTING GAS Ut - EXISTING UNDERGROUND TELE, CABLE -- UE - EXISTING UNDERGROUND ELECTRIC - Oe EXISTING OVERHEAD ELECTRIC ICi` -- EXISTING IRRIGATION X --- EXISTING FENCELINE SHEET INDEX C-1.0 = COVER SHEET C-2.0 = PLAN & PROFILE - STA:0+10 - 5+75 C-2.1= PLAN & PROFILE - STA: 5+75 - 11+75 C-2.2 = PLAN & PROFILE - STA: 11+75 - 17+50 C-2.3 = PLAN & PROFILE - STA: 17+50 - 23+00 C-2.4 = PLAN & PROFILE - STA: 23+00 - 25+00 C-2.5 = FIRE TRUCK TURN MOVEMENTS C-3.0 = CONSTRUCTION DETAILS Know what's below. Call before you dig. CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARMNG OF UNDERGROUND MEMBER UTILITIES =n 0 0LU zee Z o Lij ca Lu 0Lan z WLU b LU LLJ W^v c DATE: 6/10/24 JOB NO. 34042.01 DESIGNED BY KTS 6/10/24 DRAWN BY TJM 6/10/24 CHECKED BY YTN 6/10/24 m pQ cz N 0 Q ~ V/ OLU � Q Q ® z 10 _ re 1 LU Q `���( z W cr Q � 0 0 zU� > U o = I DATE I REVISION I TITLE COVER SHEET DRAWING NO, C-1.0 i. III A I �/ // / � �- CID LG 00 / x I ' % // %N / // 1 0 / , x / / /// / � Q p Lij , � 0 a) z ,: x / / X/ f /l ! / / _� d a U m / x EXISTING ') LOT 1- / / / f _ _ _ _ _ _ - "- - - / x couNry ROAD 102 j / HUNT RANCH / � Uj / / pI x / / �' ( LU Cn 6 Z Aso CD n R30 / / PROPOSED DRIVEWAY _--_-- IMPROVEMENTS, SEMI -PRIMITIVE - _ / DATE: 6/10/24 Y n PROPOSED 18" CULVERT x �� / DRIVEWAY SECTION, / /V INVERT OUT:±7074.45 CONTRACTOR TO INSTALL TRACKING MAX2:1 i I // rj� MIN 16' WIDE,2'SHOULDER, ' JOB N0. 34042.01 x G I W/ RIPRAP CONTROL PAD AT ENTRANCE, MIN CATCH SLOPE - x / PROPERTY LINE BETWEEN / I Al, MAX 12%GRADE, / SEE DETAIL ON SHEET C-3.0 r a: -- — — DESIGNED BY KTS 6/10/24 / x y HEX12'DIMENSIONSI SEE SHEET C-3.0 FOR DETAILS 0+50 ____ — � -- _—_—� 30' ACCESS & UTILITY EASEMENT / �OT1&LOT6 ` Q !/ UTILITY 3ITY EASEMENT EASEMENT - " DRAWN BY DCHECKED TJM 6/10/24 BY YTN 6/10/24 CONTRACTOR TO SAWCUT SS — — — _ _ — — _ — _ _- -- — — _ _ — — _ — --- ----- -_ -- - - --- G4+00 EXISTING ASPHALT MIN ' 1FT T NEAT CLEAN I 1.0 2+00 3-00 3+'50 1 All ,...5+00 ,�„ : r , a i 5"ISO i+OC 1+50 i ' BP: 0+10.00 � � , 3 n ip „ o - v. -- o X .. — — — --- - <<—<=3�-<—G—�G—<—<— G-�-G—G—<— — —<—G—G—G-= �<—<—G—G—G G —<CONTRACTORTO INSTALL 4"THICK. 7NG HOT MD( ASPHALT APRON MIN 10' PROPOSED 18" DIA ADS N-12 CULVERT EXISTIWOOD &WIRE FENCE / PROPOSED BORROW DITCHFROM EXISTING EDGE OF ASPHALT ` ,a (STA: 0+20.00),12" MIN COVER AT 3.0% LITO BE REMOVED AND / / ON UPHILL SIDE OF DRIVEWAY, PER COUNTY STANDARDS �o�° SLOPE (MIN 2%), 40.0-LF REPLACED IN COORDINATION / 6' WIDE, 1.5' DEEP, V SEE TYPICAL DETAIL ON SHEET C-3.0 WITH LOT 6 OWNER MAX 2:1 / CATCH SLOPE SEE DETAIL ON SHEET C-3.0 / 0"- q / ,` PROPOSED 18" CULVERT I30.0' INVERT IN: ±7075.65 W/ FLARED END SECTION, CONTRACTOR TO GRADE \E! & ROUTE DITCHES TO X FLARED END SECTIONco LOT 6 - // x x; + - HUNT RANCH // / /' a ,% — / NORTH 0 x .. x 1 / - / I / ! U Q ' Z X x i Z 0 GRAPHIC SCALE �f m LU _,._, U Z U > ,. 20 0 10 20 40 80 /V III 1..1 Q Mir 0 IN FEET) 2 ! 1 �J 1 inch = 20 ft. 7150 7140 - — - o $ 7130 - o 7120 m + Y ,n Q m __ 7110 IF-F II °° U• W _-_ - :Y 48383 W � � w 7100 [n K J W� 7090 J W — - DATE REVISION — — — — — — — — — — — — — — — — — — — — 2 , — 3: 0% MAXIMUM GRADE 3% FOR 30'FROM - 7070 --- STA: 0+10 TO 0+40, PER COUNTY STANDARDS- - -- - 7060 ADS N-12-CULVER - STA: 0+20.00- _ INV: 7075.05' 7050 a r. w v m o m o oo w oo m w o m m N m m a q m m o n ,y N ro m ri m a 'u y <t vi s r` r� of w w woo ai o m o m wm cs m m m � rnm v c m cm �n si rn �o rnrn co m r: ^ rnrn IG 0 0 0 o a o 0 o c o 0 o a o 0 o n o 0 0 0 0 0 0 0 0 0 0 0 rn 0 0 0 0 rn 0 0 0 ^ m 0 0 0 0 rn o a o 0 o a o 0+10 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 EXISTING GRADE PROPOSED CL DRIVEWAY PROFILE EXISTING GRADE PROPOSED GRADE STA: 0+10 - 5+75 GRADE TITLE PLAN & PROFILE HORIZONTAL&VERTICAL SCALE: 1" = 20' STA: 0+10 - 5+75 Know. What's below. DRAWING NO. Cah before you dig. CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE C-2.� FORTHE MARKING OF UNDERGROUND MEMBER UTIUTIES o t00 \ J 0 \ vE z `c ZLA GO - \ --- x LOT 1- V y �� ��. -� x HUNT RANCH \ d � W M PROPOSED DRIVEWAY .., \ \ \ ` W - - - MAX 2:1 IMPROVEMENTS, SEMI -PRIMITIVE ., • x \ r`, m ". - - -�- ---- --- -- - CATCH SLOPE DRIVEWAY SECTION, ,� \ \,•- \ .--- ._I.- PROPERTY LINE BETWEEN -�"� -._ _ MINe 16' WIDE, 2' SHOULDER, MAX 12%GRADE, I \ A \ v - � \ \ � N � °ems lJ.. LOT 1 & LOT 6 _ '-� �- SEE DETAIL ON SHEET C-3.0 x Q x v �.. \ 7 ATE 6/10/24 7+00, , 7+50 .., ., ��r_ 8+00 - _ „, ��i. *� . 9+50 10+nQ �\ - loco A o h \\ A V \ 'fry r •- �\�; y�P - �-,�o,� ���� \ \ JOB NO 34042 01 � A \ \ \ _ DESIGNED B Y KTS 6/10/24 -�'_-_Zn�-h =Zi, --�-xZ---'�>-->-Zi-> X X.-> -�,_—> >—> >_X i� - >��.)- \ \ DRAWN BY TJM 6/10/24 _ - -------- ------------- .- - ------ -------------- _ - -- ___ --\----------\ X_ X - ----- "- - -- \� � - _- �5- X X \ SEX " b �- PROPOSED BORROW DITCH 30' ACCESS & \ x� ` \ ' CHECKED BY YTN 6/10/24 EXISTING WOOD & WIRE FENCE MAX 2:1 \ ON UPHILL SIDE OF DRIVEWAY, EXISTING WOOD &WIRE FENCE LINES TO BE REMOVED AND -�. CATCH SLOPE - UTILITY EASEMENT REPLACED IN COORDINATION -"-� 6' WIDE, 1.5' DEEP, \ LINES TO BE REMOVED AND WITH LOT 6 OWNER --'- --- �� SEE DETAIL ON SHEET C-3.0 .� REPLACED IN COORDINATION \ \ WITH LOT 6OWNER 0 \ — — �- LOT 6 - vv v HUNT RANCH yAl 30' ACCESS & UTILITY EA SEMENT\ `� CZ Q 00 \\ \ \ w \ v O Q cD F U A � o \ .... Cr. Q NO�TH \ J � V v 0 06 z GRAPHIC SCALE o oM 20 0 10 20 40 80 z U W LU > oC � ( IN FEET 77 / � �J 1 inch = 20 ft. o o YCqF d zo - Y - - N C7 W W o��4 II N 838 - -__- Glto �2 —— ---- -- —— — — —— - - ---- --------- ——--- --- ---_ _ o, h+'�} lAL _ I DATE REVISION =�':; W✓i � "C: cMV idD: htvl -�`�v :J � '✓�i �vOt "': v�i e-q; iMn ra_ � 06 t O C \ Lv^. O u v`Yt. N O p 0G p = 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 JPROPOSED 10+50 I1+00 11+50 12+00 EXISTING GRADE PROPOSED CL DRIVEWAY PROFILE EXISTING GRADE GRADE STA: 5+75 - 11+75 GRADE TITLE HORIZONTAL& VERTICAL / PLAN & PROFILE SCALE: 1" = 20' STA: 5+75 -11+75 Know what's below. Call before you dig. DRAWING NO. CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FORTHE MARKING OF UNDERGROUND C-L �i. �I MEMBER UEILITIES 1 A �.., _ \ O -- E L1 _ \Eq _ - EDS- m LLI y iu I - z C, .g LLI A , r Po -�,UJ — — - —LU i A �+ — — -- --- - , -� y° 0 h �i - A - - LOT 2 - - HUNT RANCH ��� � �__ - , - U) '-- ----- TRANSITION FROM SEMI -PRIM ITIVE DR VEWAY TO DATE 6/10/24 I'I I �. PRIMITIVE DRIVEWAY SECTION } ,, PER COUNTY STANDARDS, SEE - - I B ' . 3'4042.01 I DETAIL SHEET C-3.0 � , '� � - J _-- -- --'._- � -- DESIGNED BY KTS 6/10/24 ',.'. _ - __- -- --' - -- --- -. -.._ — — — — — PROPOSED PRIMITIVE DRIVEWAY DRAWN BY TJM 6/10/24 J $ (I i - _ •,` — — — — IMPROVEMENTS, �- �- - `' �._ MIN 12WIDE, MAX 12%GRADE, -- " CHECKED BY YTN 6/10/24 A C 1 +17.35 SEE DETAIL ON SHEETC-3.0 PROPOSED I2"CULVERT ^� I PROPOSED I2"CULVERT -- ---_ INVERT OUT;+7074.86 _ _, - INVERT OUT ±7078.83 / W/RIPRAP - I I,. W/RIPRAP PROPERTY \ LINE TWEEN - B MAX 2:1 - - - �� -- --..- LOT >a CATCH SLOPE '' MAX 2:1 CATCH SLOPE PT: 17+64 51 —.._ — ---_ _. _ I - _- _ ____. — -- _ 7080� ,. 18+00 `�..� 18+50 19+00 E9F50 20+OC ,ZO+50 21+00 21+50 ; ' 22+00 22+50 —_ ,; 23+00101 — � -No — — - 7080 --- - 7082 _ PROPOSED 12" CULVERT --- - " < % PROPOSED 12" DIA ADS N-12 CULVERT -- PROPOSED 12" DIA ADS N-12 CULVERT PROPOSED BORROW DITCH -� �D � INVERT IN: +7075.26 W/ (STA: 7078 _---� (STA: 21+25.00), 12" MIN COVER AT 2.0% A I �' (STA: 17+54.34), 12"MIN COVER AT 2.0%SLOPE ON UPHILL SIDE OF DRIVEWAY, 6' WIDE, DEEP MAX 2:1 .:., \ FLARED END SECTION, SLOPE (MIN 2%), 20.0-LF SEE TYPICAL DETAIL ON SHEET C-3.0 a� ' (MIN 2%), SEE TYPICAL DETAIL ON SHEET C-3.0 IL SEE DETAIL ON SHEET C-3.0 CATCH SLOPE '` ` �� CONTRACTOR TO GRADE & ROUTE DITCHES TO FLARED j _A Q [ 1 J i A A \ J -- END SECTION l A , 4 PROPOSED 12" CULVERT _ -- -� INVERT IN: +7079.33 W/ A -� ^I ` / FLARED END SECTION, Y O CONTRACTOR TO GRADE& f QLU l ROUTE DITCHES TO FLARED � / - _ ' r END SECTION LOT 3 - J a- - ------ -- ��� �� -'�_. - -- - ------------ -- HUNT RANCH �- U z � Q o 40.0' ACCESS & UTILITY EASEMENT � I \ ._.. � �......� _ \ / �:. ,. `/ - - _ - " ' T O R H NORTH,- ".,. zzo uCJ Q GRAPHIC SCALE m U W z > 20 0 10 20 40 S0 re U = ( IN FEET) 1 inch = 20 ft. I i 0 II N + N -- - - �, 8383 0- -- - - a - rc o m n w '3a J►{j f — — — — — — — — — -.— -_-_- — — — — — — — — — — — — — — — — — — — _ 1.90%. DATE REVISION PROPOSED 1)" DIA ADS N-12 CULVERT PROPOSED... STA:. 17+54. ADS N-12 CULVERT INV: 7079.04 _ STA: 21+25.00 INV: 7075.06'. - O V r+ m r+ N �, 01 Q .+ - n -+ m a m io ': ^ N- Oo w o .-� n a m c-: Ol a� .ft a O l7 n m m ^� _' - .,. ti - � �.. O c� O _ W dJ i � W a n U: C-. a n 00 � n � R'I a0 n � n '� n � n n :` 00 ^ n � � ti 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 EXISTING GRADE PROPOSED CL DRIVEWAY PROFILE EXISTING PROPOSED GRADE STA: 17+50 - 23+00 GRADE GRADE HORIZONTAL & VERTICAL • TITLE SCALE: 1" 20' • PLAN & PROFILE STA: 17+50 - 23+00 Know what's below. Cal I before you dig. DRAWING NO. CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES �� E m 0 r i / / i d f/ ` E Z W Z zi 0 _ Lij W CO e (S LIJ i - i w CD LU - . C .� i / I \ APPROXIMATE LOCATION , ! , / - OF PROPOSED RESIDENCE, / SEE BUILDING PERMIT li I �� / �/ DRAWINGS FOR DETAILS ' I - -- - - DATE: 6/10/24 -- �� /� I JOB NO. 34042.01 L i/ DESIGNED BY KTS 6/10/24 DRAWN BY TJM 6/10/24 CHECKED BY YTN 6/10/24 fl r - A�. �� T OF DRIVEWAY APPROXIMATELOCATION D FIRE� pL�OT HUNT RANCH ���� -TS / I j TRUCK TURNAROUND Tr 4000 APPROXIMATE LO Al - - - ` PROPOSED DRIVEWAY ! EXTENSION TO RESIDENCE, EXISTING _ I ;I - - SEE BUILDING PERMIWELL HEAD T DRAWINGS FOR DETAILS I � - q ,,-" 0? _ - n LU I Ar U — " LU Q PROPOSED PRIMITIVE DRIVEWAY U > oc - - - IMPROVEMENTS, MI N 12'WIDE, MAX 12%GRADE, SEE DETAIL ON SHEET C 3 0 < <., PROPERTY LINE BETWEEN 1 , /r ` V Cz - . , t u+� ! N LOT 2&LOT 3 ..., MAX 2:1 CATCH SLOPE i - 7080 /23+50 24+00 / 24+50 �, 25 00 \ 22+50 23+00� , Li oe -'080-- - PROPOSED BORROW DITCH \ T / MAX 2:1 ON UPHILLSIDE OF DRIVEWAY, CATCH SLOPE 6' WIDE, 1.5' DEEP EHUNTRANCH f SEE DETAIL ON SHEET C-3.0 1 NORTH 7150 GRAPHIC SCALE -- -_ -- ._ 7140 20 0 10 20 40 80 ,.. , — 7130 ;Y 48383 0 { IN FEET) 1 inch 20 ft..�ti�f©t� % 0 = 71207110 A{ - N Q < Y m ^ DATE REVISION �v w w o^ <M w o m 7100 mn <] 7090 7080 1.90°a 7060 -. 7050 m TITLE 101D PLAN &PROFILE 22+50 23+00 23+50 24+00 24+50 25+00 STA: 23+00 - 25+00 CL DRIVEWAY PROFILE EXISTINGPROPOSED GRADEE Know what's below. STA: 23+00 - 25+00 GRADE Call b2fOf8 YOU dlt]. DRAWING NO. HORIZONTAL & VERTICALBEFORE CALL 2-BUSINESS DAYS IN ADVANCE YOU DIG, GRADE, OR EXCAVATE FOR THE MEMB ROTUNDESRGROUNO C-2.4 SCALE: 1" = 20' 2' WIDE, 5%GRADE Is, SHOULDER 16' DRIVEWAY�XJeN WIDTH 2' WIDE, 5%GRADE (TYP) SHOULDER = o MIN 12" COMPACTED 2:1 MAX a° (MINUS) ROCK, GRAVEL/CLASS 6 BASE CATCH SLOPE OR RECYCLTDE 12' MIN. COURSE MATERIAL 6' WIDE, 3%CROWN 1.5' DEEP 6' OF ROCK W BORROW z 2:1 MAX � .� �'s-r z-, ;�.-�� �a �.�, f h ' •� yi{' CATCH SLOPE v ` - J DITCH BASE COURSE \ N EXISTING MIRAFI SILT FENCE INSTALLATION i SEMI -PRIMITIVE iv ��f-'� �� NOTES GRADE FABRIC -NTS- -,/ 1. ALL ROCX TO BE REMOVED UPoN COMPLETION OF CONSTRUCTION, DRIVEWAYSECTION 2 PUBLIC ROADWAY TO BE NEPT CLEAN AND FREE OF MUD DIRT AND DEBRIS AT ALL TIMES. NOTE: PAST ANCHORED TO �` N.T.S. 3 ALIGNMENT OF CONSTRICTION ACCESS SHALL PROVIDE A MINI MUM LENGTH OF 4U!`T EROSION CONTROL MEASURES FABRIC MATERIAL MEASURED FROM THE CENTERLINE SHALL BE MAINTAINED UNTIL (ANCHORED INTRENCH) LANDSCAPING IS COMPLETED, ±STA:0+40-17+17 VEHICLE TRACKING CONTROL OR AS DIRECTED BY LOCAL NOTES: N.T.S. JURISDICTION M 4"0" TRENCH 1. STRIP ALL TOPSOIL, SCARIFY AND RECOMPACT MINIMUM OF 8" DEPTH To 95% STANDARD PROCTOR. MINIMUM CQD 8" CLASS 6 BASE COURSE MATERIAL TO BE PLACED ON TOP OF SUBGRADE sacKFILL FUL FLOW 2. 12% MAXIMUM GRADE 1/2 H (12" MIN) 12' DRIVEWAY 6' WIDE, SECTION WIDTH 15 DEEP -NTS- BORROW PROPOSED 12" (TYPi FULL DEPTH SAW CUT N12"MIN CLASS6ED12" SE SILT FENCE DETAIL MIN12"COMPACTED DITCH 2:1 MAX FULL DEPTH �PROPOSED MIN. FOR10'4"� GRAVEL/CLASS 6 BASE HMA FOR 10' (NOT TO SCALE) 2:1 MAX COURSE MATERIAL 3%CROWN CATCH SLOPE CATCH SLOPE EXISTING ASPHALT MIN 12" CLASS 6 i ROADBASE i� ✓ _ // i _ ��/ / / / / RIPRAP SIZING NOTESc RIPRAP SHALL CONFORM TO THE MATERIAL, GRADATION AND i< CONSTRUCTION REQUIREMENTS OF SECTION 506, RIPRAP, OF THE PRIMITIVE D = INSIDE STATE DEPARTMENT OF HIGHWAYS, DIVISION OF HIGHWAYS, STATEOF 3D D _ PIPE DIAMETER COLORADO, STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE SCARIFY AND RECOMPACT SU BG RADE l ' CONSTRUCTION. TABLE 50e-2E IS REDUCED BELOW. DRIVEWAY SECTION A MINIMUM OF 8" DEPTH TO 95% T _=� ^ N.T.S. STANDARD PROCTOR I — TABLE 5 I -CLASSIFICATION AND GRADATION OF ORDINARY RIPRAP PLAN RIPRAP %SMALLER INTERMEDIATE d50'(IN) DESIGNATION THAN GIVEN ROCK DIM (IN) NOTES: ±STA:17+60-25+00 ASPHALT APRON DETAIL SIZE BY WEIGHT 1. STRIP ALL TOPSOIL, SCARIFY AND RECOMPACT MINIMUM OF 8" DEPTH TO 95% STANDARD PROCTOR. MINIMUM N.T.S. TYPE 70-100 12 6 8" CLASS 6 BASE COURSE MATERIAL TO BE PLACED ON TOP OF SUBGRADE 1.75xd50 SO70 9 35-50 6 2. 12%MAXIMUMGRADE 'I am 2 TYPE L 70100 15 s 50-70 12 SECTION A-A� 35-50 9 PIPE OUTLET TO FLAT AREA 2 10 3 WITH NO DEFINED CHANNEL TYPE M 70-100 21 12 COMPACTED CULVERT PIPE OUTLET PROTECTION 35-50 16 GRAVEL/CLASS 6 2ss06 4z BASE COURSE 3%CROSS SLOPE 12" MIN O RIPRAP NOTES' MATERIAL �— INTO HILLSIDE COVER APPROX. 90 1. SEE PLANS FORD (INSIDE DIAMETER OF CULVERT)&NOMINAL STONE SIZE(d50) TYPE 6P70 24 8 �J r c ,I r TO EACH OTHER 2. PLACE TOPSOIL IN RIPRAP VOIDS AND APPLY SEED PER LANDSCAPE PLANS AND 35-50 18 SPECS - l ` FLOW TYPE VH 100 42 24 2% MIN SLOPE 35-33 50 550 24 12" & 18" DIA ADS N-12 (SEE PLANS) - --- — -- --- -- —_-- _ 2-10 9 7 -\ 'd50=NOMINAL STONE SIZE } FLARED END r: RIPRAP EROSION PROTECTION SECTION ENTRENCH 3" TO BE PLACED AT THE BOTTOM OF ALL CULVERTS SPACED SO TOP OF WATTLE IS EVEN TYPICAL CULVERT SECTION WITH TOE OF NEXT IN FLOW PATH. N.T.S. STRAW WATTLE DETAIL NOTES: N.T.S. 1. 6" MINIMUM CLASS 6 BEDDING MATERIAL UNDER CULVERT AND 12" MINIMUM ON SIDES. V f I . I .I- I II CARBONDALE v I j f i I LADDER TRUCK v PROPERTY LINE BETWEEN LOT 1 & LOT 6 7. . R30.0' —x—x—x—x— X—x R30.0' / COUNTY ROAD 102 — XXXX. X—:iX----YX XXXXXX—XXX FIRE TRUCK TURN MOVEMENT AT DRIVEWAY ENTRANCE SCALE: 1" = 20' A PROPERTY LINE BETWEEN LOT 2 & LOT 3 4 II I I � PT: 17+64.51 1 1 1 \� CARBONDALE rt LADDER TRUCK R24.0' / / PROPERTY LINE BETWEEN LOT 2 & LOT 6 FIRE TRUCK TURN MOVEMENT AT TEE INTERSECTION SCALE: 1" = 20' TURNING MOVEMENT LEGEND VEHICLE CLEARANCE FRONT WHEEL TRACKING REAR WHEEL TRACKING VEHICLE CENTERLINE 32.7.5 7.00 17.42 CARBONDALE-LADDER feet Width 8.50 Track 6.04 Lock to Lock Time 6.0 Steering Angle 33.4 DATE: 6/10/24 JOB NO. 34042.01 DESIGNED BY I KTS 1 6/10/24 DRAWN BY TJM 6/10/24 CHECKED BY YTN 6/10/24 M Q co Q c'V NO � O Lu O J a O 7 1 O 0 2 1 Lu z�Q <�z C) CZ Q �p0 U = I DATE I REVISION I TITLE CONSTRUCTION DETAILS DRAWING NO. C-3.0 GRAPHIC SCALE 20 0 100 20 400 ( IN FEET ) 1 inch = 200ft. LOT 45 PANORAMA RANCHES SUB, x LOT 44 PANORAMA RANCHES SUB. LOT 43 - PANORAMA RANCHES SUB. NORTHEAST CORNER, SECTION 20 FOUND A21/2" ALUMINUM CAP SET ON A PIPE .20' ABOVE GROUND 800 I x—_.__._._ x x m DITCH f IMPROVEMENT SURVEY PLAT WITH TOPOGRAPHY OF: LOTS 2 & 3, HUNT RANCH SITUATED IN SECTION 20, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE 6TH P.M. COUNTY OF GARFIELD, STATE OF COLORADO SHEET 1 OF 2 Line Table Line # Direction Length L3 N82° 05' 37"W 443.36 L4 N53" 20' 07"E 224.62 LS N89° 55' 53"W 334.34 Line Table Line # Direction Length L6 S89` 29' 50"E 44.10 L7 S43' 50' 59"W 371.24 L8 S88" 47' 06"W 352.06 L9 S89- 54' 33"W 16.50 '/ / LOT WELL X Y, I IUNT RANGI I x x x> 15' UTILITY EASEMENT / TO BE DESCRIBED IN THE SECOND AMENDED DECLARATION {NOT YET RECORDED) SO° 00, 01 2009,84' _ SET NO. 5 REBAR W/1.25" ORANGE P�ASTIC P / /L.S. 28643 (TYP.) / i 1~ OVERHEAD ELECTRICTOWER ---- / POINT OF BEGINNING LOT 3 /00' TRANSMISSION LINE EASEMENT BOOK 1051 PAGE 127 REC. NO. 519526 (SEE NOTE NO. 6) GARFIELD COUNTY PARCEL NO. Ln m /' /' EXISTING OVERHEAD UTILFEY LINE (TYP.) 00 239117400179 LL � O / N / / N / / w m OVERHEAD ELECTRIC TOWER Ln am .r NJ SEC. 20 N " '� POINT A BEGINNING LOT 2 of / FOUND A 11/2" ALUMINUM CAP �' ON NO 5 REBAR .30' ABOVE GROUND i L.S. 5933 X x NO° 10' ITT 1348.85' GOVT. LOT 1 SEC. 20 GARFIELD COUNTY PARCEL NO. 239117303010 NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. FENCE GATE POSTS l�f LOT 3 } HUNT RANCH ADDRESS T.B.D. 1,528,496 SQ FT 35.089 ACRES WIRE FENCE (TYP.) } SO° 00' LOT 2 HUNTRANCH ADDRESS T.B.D. 1,529,447 SQ. FT. 35.111 AC. X 2693.02' PROPERTY DESCRIPTION PARCEL 1 (LOT 2): A PARCEL OF LAND SITUATED IN THE SW'/ NE'/ AND THE NW % NE % OF SECTION 20, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO. ALL BEARINGS CONTAINED HEREIN BEING RELATIVE TO BEARING OF S89029150"E BETWEEN THE N % CORNER OF SAID SECTION 20 BEING A FOUND REBAR WITH 2%" ALUM. CAP MARKED L.S. 26950 AND THE NE CORNER OF SAID SECTION 20, BEING A FOUND REBAR WITH A 2%" ALUMINUM CAP MARKED L.S. 5933, BOTH OF SAID TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE 6TH PRINCIPAL MERIDIAN. SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT SAID N % CORNER, THENCE ALONG THE NORTHERLY BOUNDARY OF SAID SECTION 20 S89"29'50"E, A DISTANCE OF 585.90 FEET; THENCE LEAVING SAID NORTHERLY BOUNDARY THE FOLLOWING FOUR (4) COURSES: 1) S00°00'00"E, 2693.02 FEET; 2) N89°55'53"W, 334.34 FEET; 3) N53°20'07"E, 224.62 FEET; 4) N82"05'37"W, 443.36 FEET TO A POINT ON THE COMMON BOUNDARY BETWEEN GOVERNMENT LOT 1 AND SAID NW % NE %; THENCE ALONG SAID COMMON BOUNDARY N00'10'12"E, A DISTANCE OF 2502.65 FEET TO THE POINT OF BEGINNING. TOGETHER WITH A THIRTY FOOT (30') ACCESS AND UTILITY EASEMENT ON LOT 6, HUNT RANCH. SUBJECT TO A FORTY FOOT (40') ACCESS AND UTILITY EASEMENT ALONG THE SOUTHERLY BOUNDARY OF LOT 2. PARCEL 2 (LOT 3): A PARCEL OF LAND SITUATED IN THE SW % NE'/4 AND THE NW % NE % OF SECTION 20, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO. ALL BEARINGS CONTAINED HEREIN BEING RELATIVE TO BEARING OF S89"29'50"E BETWEEN THE N % CORNER OF SAID SECTION 20 BEING A FOUND REBAR WITH 2Y2" ALUM. CAP MARKED L.S. 26950 AND THE NE CORNER OF SAID SECTION 20, BEING A FOUND REBAR WITH A 2%" ALUMINUM CAP MARKED L.S. 5933, BOTH OF SAID TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE 6TH PRINCIPAL MERIDIAN. SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTHERLY BOUNDARY OF THE EAST HALF OF SAID SECTION 20, FROM WHENCE THEN N % OF SAID SECTION TWENTY BEARS N89"29'50"W, A DISTANCE OF 585.90 FEET; THENCE ALONG THE NORTHERLY BOUNDARY OF SAID SECTION 20 S89"29'50"E, A DISTANCE OF 44.10 FEET; THENCE LEAVING SAID NORTHERLY BOUNDARY THE FOLLOWING FIVE (5) COURSES: 1) S54°58'33"E,710.17 FEET; 2) S00'00"00"E, 2009.84 FEET; 3) 543°50'59"W, 371.24 FEET; 4) S88°47'06"W, 352.06 FEET; 5) S89°54'33"W, 16.50 FEET; 6) N00°00'00"E, 2693.02 FEET TO THE POINT OF BEGINNING. TOGETHER WITH A THIRTY FOOT (30') ACCESS AND UTILITY EASEMENT ON LOT 6. SUBJECT TO A FORTY FOOT (40') ACCESS AND UTILITY EASEMENT ALONG THE SOUTHERLY BOUNDARY OF LOT 3. AND TOGETHER WITH AND SUBJECT TO A FIFTEEN FOOT (15') UTILITY EASEMENT ON LOT 4 AND FURTHER DESCRIBED IN THE 2ND AM EN DM ENT TO THE DECLARATION. COUNTY OF GARFIELD STATE OF COLORADO \\\ OVERHEAD UTILITY POLE (TYP.) DIRT ROAD \ �\ TRACED FROM AERIAL IMAGERY � \ i 40' ACCESS & UTILITY EASEMENT ACROSS LOTS 2 & 3 . REC. NOS. 969592, 969596 & 969597 I 30' HOLY CROSS RIGHT-OF-WAY EASEMENT I REC. NO. 885731 i I / 20' IRRIGATION EASEMENT ACROSS LOTS 5 & 6 REC. NO.969592 �t FO D NO, 5 REBAR W/1.25" ORANXPST12CCAP 43 + f C-N16 SECTI 20 FOUND REBA*AND ALUM. CAP z F.S. NO. 5933 \ NO* 09' 10"E 1153.85' - /y GOV'T LOT 4 C1, SECTION 20 SECTION 20 FOUND 3.25" ALUM. CAP ON IRON BAR, 0.8 ABOVE GROUND GARFIELD COUNTY L.S. NO.37935 PARCEL NO. 239120400055 LOT 6 COUNTY ROAD 102 HUNT RANCH PAVED SURFACE FOUND NO. 5 REBAR W/1.25" PLASTIC CAP L.S. 14111 FOUND NO. 5 REBAR W/1.25" ORANGE PLASTIC CAP L.S. 28643 --- - - - - --- -- LOT 1 HUNT RANCH 30' ACCESS & UTILITY EASEMENT FROM COUNTY ROAD 102 ACROSS LOT SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 I f t COUNTY ROADOSITE slliI HEIGHTS O ~•�"'`F k Sy, y }'� { t Tl�, / _. =-r.� •�O� � . �fi r � �,4'� � I'.� j �`��'\,`' 1* �� 1--�-°�+-��j_ Lei ''Y 19 VP�,''.J Yr t�7 ♦� ! �l �/ � � ..---� -� `� 7 i t ^Y "�.,� •,„,,.�' l-�.4 '''# f a tr If s 'r T s _ r Ir- - r PTO CANDALE-_.,`-'�.a^ ;�` _ 6` L tuy ` -.- I erMP can t, s,QGr32 NOTES 1. DATE OF FIELD WORK: APRIL, 2007; APRIL 27 AND 29, 2021; FEBRUARY 9 - 11, 2022. UPDATED JULY 11, 2023. 2. DATE OF PREPARATION: APRIL, 2007; JULY AND OCTOBER, 2018; JULY-SEPTEMBER, AND NOVEMBER, 2019; MAY-JUNE, AND SEPTEMBER, 2020; JANUARY -APRIL, SEPTEMBER AND DECEMBER, 2021; JANUARY- FEBRUARY, 2022. UPDATED JULY -SEPTEMBER -OCTOBER, 2023. 3. BASIS OF BEARING: A BEARING OF S89029'50"E BETWEEN THE NORTH 1/4 CORNER OF SECTION 20, MONUMENTED WITH A FOUND REBAR WITH 2Y2" ALUMINUM CAP STAMPED "L.S. 26950" AND THE NORTHEAST CORNER OF SECTION 20, BEING A FOUND REBAR WITH A 2'/" ALUMINUM CAP STAMPED T.S. 5933." 4. BASIS OF SURVEY: THE BOUNDARY AND IMPROVEMENT SURVEY PREPARED BY SCARROW & WALKER INCORPORATED UNDER JOB NO. 94.164 AND DATED OCTOBER 31, 2005; JACQUEMIN SUBDIVISION EXEMPTION RECORDED JANUARY 16, 1990 AS RECEPTION NO. 409151 IN THE GARFIELD COUNTY RECORDS; VARIOUS DOCUMENTS OF RECORD, AND THE FOUND MONUMENTS, AS SHOWN. 5. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY SOPRIS ENGINEERING, LLC(SE)TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS OF WAY AND/OR TITLE OF RECORD, SE RELIED UPON THE ABOVE SAID PLATS DESCRIBED IN NOTE 4 AND THE TITLE COMMITMENT ISSUED BY ASPEN TITLE & ESCROW, FILE NO.: ATE-2023-231 C9, EFFECTIVE DATE: SEPTEMBER 6, 2023. 6. PER THE DOCUMENT RECORDED MARCH 9, 1959 IN BOOK 315 AT PAGE 525 AS RECEPTION NO. 204592, NO DESCRIPTION FOR THE EASEMENT IS INCLUDED, BUT THE AREA COVERED BY THE EASEMENT IS WITHIN THE BOUNDARY OF THE SUBJECT PROPERTY. IT IS POSSIBLE THE EXISTING OVERHEAD LINE SHOWN HEREON IS ALSO COVERED BY THIS EASEMENT. 7. THE TOPOGRAPHIC CONTOURS SHOWN ARE AT TWO FOOT (T) INTERVALS FROM A 2005 AERIAL FLIGHT AND ARE ON THE NAVD88 DATUM. SURVEYOR'S CERTIFICATE I I, GEOFFREY R. KELLER, HEREBY CERTIFY TO ASPEN TITLE & ESCROW; WEST S RANCH, LLC, A COLORADO LIMITED LIABILITY COMPANY; 893 HUNT RANCH, LLC. A COLORADO LIMITED LIABILITY COMPANY LLC. A CLERK & RECORDER, THAT THIS IS AN "IMPROVEMENT SURVEY PLAT" AS DEFINED BY C.R.S. § 38-51-102(9), AND THAT IT IS A MONUMENTED LAND SURVEY SHOWING THE CURRENT LOCATION OF ALL STRUCTURES, WATER COURSES, WATER FEATURES AND/OR BODIES OF WATER, ROADS, VISIBLE UTILITIES, FENCES, OR WALLS SITUATED ON THE DESCRIBED PARCEL AND WITHIN FIVE FEET OF ALL BOUNDARIES OF SUCH PARCEL, ANY CONFLICTING BOUNDARY EVIDENCE OR VISIBLE ENCROACHMENTS, AND ALL EASEMENTS AND RIGHTS OF WAY OF A PUBLIC OR PRIVATE NATURE THAT ARE VISIBLE, OR APPARENT, OR OF RECORD DESCRIBED IN ASPEN TITLE & ESCROW'S TITLE INSURANCE, FILE NO.: ATE-2023-231 C9, OR OTHER SOURCES AS SPECIFIED ON THE IMPROV.E.KE, T SURVEY PLAT. #37997 GRK 33119.02 October 11, 2023 G:\2018\18047-Hunt Ranch\SURVEY\SURVEY DWGs\33161 LOTS 2 & 3\180471SP LOTS