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HomeMy WebLinkAboutFile Documents.675 S Alps Rd.0007-2020-BCHO (2) ipi. 40 605/675 S . ALPS RD . ASPEN , CO 81611 0 ��j VICINITY MAP Z ,---/- ->--1,-4.' \ 6 �eE ,.,,,,ee Aa.� f e \ - 1 'j�'O ' s .g JM� - ♦ �[ •'\, n. -'`�l..1'4.1.1ii...,''. W '^z�' til irl;l e 11S • - _ /L ;} .Tr•+l,_` ,, y j moo^/ \ is \ \� 1 b �L. <Jr. ` 'a �-x i s s ' _ z 1L ON -.. 1 O \ r ,..I., ,:.. IT:- '"`";.- �f < CL� !"t ot, 'T; +" ,`` ' :k. :.\ -. • ' a. •., *J \y I i��� ��I OuAt\ sss:0 ��' a '1 i"® ~ t _, QPpO EIGpy v �.� i. yi G �yc �-A lye a 1 e' t - aY.. 4.7 Y "' _ .,,1 \\‘4444.,,,,,,,, ,10,...1......... \*��iiiiir .....1' 0 N..:...::::.,..:::::.:.::...:. �, + j ai t` • -'R �� ie to �• OGP � , � �2 -ir v�• 9 1e CHECKE .. • 1� - X.�Q� \ - . ,R, 1111:- '� RBG :I! _ 1N \�O w \ t _ ! • `�` -e,f, + V` DRAWN BV:1WJ • , \IS"ri .75 SOUTH ALPS \p \ , . -ti .F 7 vo, ti.. J' ' t • m .. —::-.4: i i: , '6 I• I '+ T ;?`a . \`0,� R O 0).,... :„tote i a z rc c. 141 t!bili' il ;:: i 1 I J c."-2,..., DSO �e • d>� %1,� �� oa��fl PROJECT SITE sS I'e A \ )t Y 0 tan "� ®� \.�i d 0 tj O LT.' w (I tNAll / OEO LIST TABLE = = z° / 1�� I.••:;,_' 1 ��i ed to �JF{ \\ / SHEET NUMBER SHEET TITLE w Q C1 NOTES AND LEGEND Z ,. .• � t/� VIA ) ' '� ,� C2 IMPROVEMENT AND TOPOGRAPHIC SURVEY � w w I i ,r9r C3 IMPROVEMENT AND TOPOGRAPHIC SURVEY C4 GRADING&DRAINAGE PLAN # /' / I S6y.� r , �I� C5 STORMWATER MANAGEMENT PLAN JOB#:2018-39 c SCI,•. .0e S, - �ia`, 1`��� J` FOR �° •EM=N {� ,t y� I ,.,... �' �I-•� CONSTRUCTION o / `NI, ,} �G�# d5 OUT ALPS ��itigte II�� ICR 4I�0 vd 6t 0 rr.r 1 V :".7'"I' ~may �d����' p, / ,p, LO Ikv lt - PROPERTY \ :Ir. ll /14.4 �.■ ,f � � . co °2 a \ 114 1,tili. 1 LSD CL 0 elate'till • its 401/1311PAC 1 ' . ''' I ik 0 , _._,....vorr „.:_ .0 .,, , 5 � Graphic Scale m %�! � SCALE: 1"=20' COVER e RECEIVED 01/29/2020 ASPEN BUILDING DEPARTMENT GENERAL NOTES 24.UTILITY LINES SHOWN ON THE PLAN SHEETS ARE LOCATED FROM THE BEST AVAILABLE BENCHMARK AND SURVEY CONTROL 40 INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND PROTECTION 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF ASPEN MUNICIPAL CODE. OF ALL UTILITIES IN PLACE. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION STAKING OF BOTH 25.THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO AT 811 TWO HORIZONTAL AND VERTICAL LAYOUT ON THIS PROJECT. COORDINATES ARE 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL WORK IS PERFORMED IN BUSINESS DAYS IN ADVANCE OF ANY EXCAVATION OR GRADING. REFERENCED IN THE COORDINATE LIST SHOWN ON THESE PLANS. THE CONTRACTOR ACCORDANCE WITH APPLICABLE STANDARDS AND REGULATIONS AS SET FORTH BY THE SHALL COORDINATE WITH THE PROJECT ENGINEER FOR INTERPRETATION AND OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (O.S.H.A.). INFORMATION IN STAKING OF THE PROJECT FOR CONSTRUCTION. 3. NO FIELD CHANGES SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. 2. PRIOR TO PROJECT COMPLETION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE 4. SUBMITTALS SHALL BE MADE FOR ALL MATERIALS TO BE INCORPORATED INTO THE PROJECT. REPLACEMENT OF ANY PROPERTY MONUMENTATION DISTURBED OR REMOVED BY CONSTRUCTION OPERATIONS. THIS WORK SHALL BE PERFORMED BY A LAND SURVEYOR 5. THE CONTRACTOR SHALL OBTAIN AN APPROVED TRAFFIC CONTROL PLAN PRIOR TO COMMENCING EARTHWORK LICENSED IN THE STATE OF COLORADO. PROPERTY CORNERS WHICH FALL WITHIN NEW CONSTRUCTION ACTIVITIES. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LEGAL DISPOSAL OF ANY EXCESS CONCRETE FLATWORK SHALL BE DURABLE AND SET FLUSH. THIS SHALL BE 6. THE CONTRACTOR SHALL LIMIT ALL WORK AND STORAGE AREAS TO THE PROJECT SITE. ANY WORK SOIL, DEBRIS AND WASTE MATERIAL OFF OF THE PROJECT SITE. CONSIDERED INCIDENTAL TO THE PROJECT. INSIDE PUBLIC RIGHT-OF-WAYS WILL REQUIRE APPROVAL FROM THE CITY PRIOR TO 2. ANY MATERIAL NOT SUITABLE FOR BACKFILL SHALL BE REMOVED FROM THE SITE AND 0 CONSTRUCTION. USE OF ANY PRIVATE AREAS FOR THIS PROJECT BY THE CONTRACTOR MUST BE DISPOSED OF, BY AND AT THE EXPENSE OF THE CONTRACTOR. Z APPROVED IN WRITING BY THE PROPERTY OWNER WITH A COPY OF THIS APPROVAL PROVIDED TO 3. ALL EMBANKMENT MATERIAL REQUIRING COMPACTION WILL CONFORM TO CDOT/ASTM cc THE ENGINEER PRIOR TO USAGE. L.J STANDARDS. W 7. ALL CONSTRUCTION IS TO INCLUDE COMPACTION AND FINISH GRADING IN THE UNIT PRICE RELATED N m WORK ITEM. Z o c 8. ALL WORK SHALL BE DONE TO THE LINES, GRADES, SECTIONS, AND ELEVATIONS SHOWN ON THE EROSION CONTROL m O w m p ro PLANS UNLESS OTHERWISE NOTED OR APPROVED BY THE ENGINEER. Z >0 w aoLL 9. THE ENGINEER SHALL BE NOTIFIED WITHIN 48 HOUR PRIOR TO THE COMMENCEMENT OF ANY 1. THE ULTIMATE RECEIVING WATERS ARE THE ROARING FORK RIVER. =p c CONSTRUCTION. 2. TOPSOIL WILL BE STRIPPED AND STOCKPILED WITH REINFORCED FILTER LOGS i _LLJ v 10.THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THOSE AREAS WITHIN THE LIMITS OF SURROUNDING STOCKPILE AND THEN SEEDED AND STRAWED FOR STABILIZATION. 0 m ap a DISTURBANCE AND/OR TOES OF SLOPE AS SHOWN ON THE PLANS. ANY DISTURBANCE BEYOND CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF DIRT FROM VEHICLES LEAVING THE LL '"m m z THESE LIMITS SHALL BE RESTORED TO ORIGINAL CONDITIONS BY THE CONTRACTOR AT THEIR OWN SITE PER ASPEN CITY CODE. EXPENSE. 3. EROSION AND SEDIMENT CONTROLS ARE TO BE INSPECTED EVERY FOURTEEN z sa 11.THE CONTRACTOR SHALL NOT REMOVE AND SHALL PROTECT FROM DAMAGE ALL TREES, BUSHES, CALENDAR DAYS OR AFTER EVERY STORM EVENT THAT EQUALS OR EXCEEDS A HALF (Y AND EXISTING IMPROVEMENTS INSIDE AND OUTSIDE THE LIMITS OF WORK. SPECIFIC PROVISIONS INCH OF PRECIPITATION. Q ARE SHOWN ON THE PLANS. 4. CONTRACTOR IS RESPONSIBLE FOR CHECKING THAT ALL EROSION CONTROL BMPS ARE 0 OC 12.NO TREES SHALL BE REMOVED OR TRIMMED WITHOUT PRIOR ACKNOWLEDGEMENT OF THE FREE OF MUD, DIRT, AND DEBRIS. ALL STRUCTURES ARE TO BE CLEANED ONCE PROPERTY OWNER AND/OR PROJECT ENGINEER. DEPOSITED SEDIMENT REACHES ONE THIRD THE HEIGHT OF THE STRUCTURE. ABBRE VIA TIONS• LEGEND 13.THE CONTRACTOR SHALL PROTECT THE EXISTING DRAINAGE STRUCTURES AND REROUTE ANY 5. ACTUAL LOCATIONS OF ALL EROSION AND SEDIMENT CONTROL MEASURES CAN BE FIELD MODIFIED IF NECESSARY BY ENGINEER OF RECORD AND APPROVED BY THE CITY RUNOFF AS NECESSARY DURING CONSTRUCTION ACTIVITIES TO PREVENT EROSION AND DAMAGE. OF ASPEN. APPROX APPROXIMATE r.,PPZIO LIC.'-...i ARCH ARCHITECT 14.THE CONTRACTOR SHALL PROVIDE SAFE PEDESTRIAN ACCESS AT ALL TIMES DURING THE PROJECT. ASSM ASSEMBLY ' EXISTING ROCK OUTCROP a p; 6. EROSION CONTROL FENCING AND OTHER EROSION CONTROL MEASURES SHALL BE ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS ,`=,- _ 15.THE CONTRACTOR SHALL CLOSELY MONITOR ACCESS FOR HEAVY CONSTRUCTION EQUIPMENT REMOVED AFTER ALL VEGETATION SEEDING IS AT LEAST 80 PERCENT GERMINATED. AVG AVERAGE - PROPERTY LINE Ec 3 ,, THROUGH THE PROJECT AND USE TRAFFIC CONTROL AS NEEDED TO ACCOMMODATE CONSTRUCTION 7. CONSTRUCTION ROAD, STABILIZED ENTRANCE, STAGING AREA, AND PERIMETER EROSION AWWA AMERICAN WATER WORKS ASSOCIATION / ���`'.! 4 ACTIVITY ENTERING AND LEAVING THE PROJECT SITE. - - . . - SETBACKS AND EASEMENTS ��// CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY SITE GRADING OR BLDG BUILDING S.• _ w, ', 16.WHERE PAVEMENT IS TO ABUT EXISTING PAVEMENT, THE EXISTING PAVEMENT SHALL BE REMOVED EXCAVATION ACTIVITIES. BM BENCHMARK PROPOSED MINOR CONTOURS ..... ..,,, TO A NEAT VERTICAL LINE BY(SLOW SETTING) PRIOR TO PAVING OPERATIONS. VERTICAL EDGES BMP BEST MANAGEMENT PRACTICE SHALL NOT REMAIN OVERNIGHT. DILUTED EMULSIFIED ASPHALT FOR TACK COAT SHALL CONSIST OF 8. STOCKPILED MATERIALS SHALL BE SURROUNDED WITH FILTER LOGS AND WEIGHED BOC BACK OF CURB PROPOSED MAJOR CONTOURS DOWN WITH SAND BAGS. LOGS MAY NOT CONTAIN STRAW. CONTRACTOR IS BOW BOTTOM OF WALL CHECKED BY:RBG ONE PART EMULSIFIED ASPHALT AND ONE PART WATER. RESPONSIBLE FOR REMOVAL OF DIRT FROM VEHICLES LEAVING THE SITE. B05 BOTTOM OF STEP EXISTING MINOR CONTOURS DRAWN BY:JW1 17.WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED. LOCATIONS SHALL BE AS CL CENTERLINE 9. ALL DRAINAGE STRUCTURES ARE TO BE PROTECTED BY EROSION CONTROL MEASURES. CO CLEANOUT EXISTING MAJOR CONTOURS ORDERED. THE COST OF WATER SHALL BE INCIDENTAL TO OTHER BID ITEMS. SWEEPING AND CONC CONCRETE /- CLEANING ADJACENT STREETS AND SIDEWALKS DURING CONSTRUCTION WILL BE PERFORMED AS 10.IF ANY TEMPORARY FLOW LINE IS TO OCCUR DUE TO INTERMITTENT GRADE CHANGE, DEMO DEMOLITION EDGE OF STRUCTURE Z 0 0 NECESSARY AND AS DIRECTED BY THE ENGINEER. SWEEPING AND DUST MITIGATION IS CONSIDERED CHECK DAMS, SURFACE ROUGHENING AND ADDITIONAL BMPS SHOULD BE DIA OR 0 DIAMETER < z TO BE INCIDENTAL TO THE WORK. IMPLEMENTED. DIM DIMENSION - FLOW ARROW o 11.RESURFACING OR REVEGETATION PRACTICES SHALL FOLLOW ALL LAND DISTURBING EL ELEVATION 18.PHYSICAL FEATURES REQUIRING REMOVAL OR OBLITERATION WITHIN THE PROJECT SHALL BECOME EL EC ELECTRICAL THE PROPERTY OF THE CONTRACTOR AND BE DISPOSED OF OFF-SITE. ACTIVITIES IMMEDIATELY UPON COMPLETION OF SAID ACTIVITIES. IF REVEGETATION ENG ENGINEER EXISTING TREES PRACTICES ARE DELAYED, FINISHED TOPSOIL GRADE SHALL BE PROTECTED AGAINST ESMT EASEMENT 1O 19.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING ANY MONUMENTS, RANGE POINTS, WIND AND WATER EROSION WITH TEMPORARY EROSION CONTROL BMP'S IMMEDIATELY EXIST EXISTING Lc N TIES, BENCHMARKS AND/OR SURVEY CONTROL POINTS WHICH MAY BE DISTRIBUTED OR DESTROYED FOC FIRE DEPARTMENT CONNECTION UPON COMPLETION. BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE FFE FINISHED FLOOR ELEVATION ao.oa'X SPOT ELEVATION MONUMENT BY A REGISTERED PROFESSIONAL LAND SURVEYOR AUTHORIZED TO PRACTICE LAND 12.WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED. LOCATIONS SHALL FL FLOW LINE SURVEYING IN THE STATE OF COLORADO. BE AS ORDERED. THE COST OF WATER SHALL BE INCIDENTAL TO OTHER BID ITEMS. FT FOOT SWEEPING AND CLEANING ADJACENT STREETS AND SIDEWALKS DURING CONSTRUCTION GAL GALLONS 20.THE CONTRACTOR SHALL HAVE A COPY OF ALL APPLICABLE STANDARDS AND APPROVED GB GRADE BREAK v WILL BE PERFORMED AS NECESSARY AND AS DIRECTED BY THE ENGINEER. SWEEPING, HORZ HORIZONTAL CONSTRUCTION PLANS AND SPECIFICATIONS ON SITE FOR THE DURATION OF THE PROJECT. AND DUST MITIGATION IS CONSIDERED TO BE INCIDENTAL TO THE WORK. w HP HIGH POINT 21.THE CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN TEMPORARY TRAFFIC CONTROL DEVICES 13.CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF DIRT FROM VEHICLES LEAVING THE INV INVERT o v NECESSARY THROUGHOUT THE DURATION OF CONSTRUCTION. SITE. LF LINEAR FEET 0 �4 22.ANY DISCREPANCY WITHIN THESE PLANS SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF MAXLPLOW POINTO w MA MAN/MUM DECISIONS/AGREEMTHE ENGINEER DENT3RK HAVE SHALL STOP MADE. CONTACTS THE DISCREPANCY IS DISCUSSED AND MI/ MANHOLE CONTACTS MIN MINIMUM - gp 0 0� NTS NOT TO SCALE O 2 z O 23.ANY CONTRACTOR-CAUSED DAMAGE TO UTILITY AND/OR SERVICE LINES SHOWN OR NOT SHOWN ONE OVERHEAD ELECTRICAL - OWNER ICIE JACKSON LLC o o z ON THE PLANS, SHALL BE REPAIRED OR REPLACED AT NO COST TO THE CITY OF ASPEN AND 675 S. ALPS ROAD PC POINT OF HORIZONTAL TANGENCY N N N o SHALL BE ACCOMPLISHED BY THE CONTRACTOR, SUBCONTRACTOR OR AS APPROVED BY THE CITY ASPEN, CO 81611 PCC POINT OF COMPOUND CURVE w w ti ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY COMPANIES PERF PERFORATED o PRIOR TO COMMENCING WORK IN THE PROJECT AREA. LIKEWISE, THE CONTRACTOR IS OWNER'S REPRESENTATIVE JEFF ERWIN PERIM PERIMETER RESPONSIBLE FOR COORDINATING HIS WORK AND THAT OF THE INVOLVED UTILITIES IN THE CORNERSTONE PROPERTY PERP PERPENDICULAR * .- tv PI POINT OF PROJECT AREA. 111 AABC SUITE B. PL PROPERTY�NEONTAL INTERSECTION JOB#:2018-39 ASPEN, CO 81611 PROP PROPOSED 970.920.6702 FOR PVC POLYVINYL CHLORIDE PIPE CONSTRUCTION CIVIL ENGINEER RICHARD GOULDING PVMT PAVEMENT ROARING FORK ENGINEERING 0 FLOW 970.340.4130 RCP REINFORCED CONCRETE PIPE RICHARDG®RFENG.BIZ RD ROOF DRAIN ROW RIGHT OF WAY LANDSCAPE ARCHITECT CHRISTINE SHINE SOR STANDARD DIMENSION RATIO CONNECT ONE DESIGN SF SQUARE FEET 970.274.1065 STA STATION 0 CS®CONNECTONEDESIGN.COM SY SQUARE YARD TB THRUST BLOCK TOC TOP OF CURB U7 TOW TOP OF WALL d pp TOS TOP OF STEP J OD UNDER DRAIN < 0 UG UNDERGROUND vi l..) W WATERLINE z LJJ L 0_ j- o Q LD NOTES AND LEGEND Cl P:\2018\3G-605-675 SOUTH ALPS\06-DWG\06-SHEETSET\SS-SAUPS.DWG Plotted:1/7/2020 11:38 AIA By:Robert Garza RECEIVED 01/29/2020 ASPEN BUILDING DEPARTMENT ��in� �i r��l, Cn �/^® lIMPROVEMENT & TOPOGRAPHIC SURVEY 646, NUf .14 nlJ' `1, 4444"r 0 '11 8l LOTS PLAT i�1° 1 & 2 - MOSES LOT SPLIT SUBDIVISION AMENDMENT�_m • ,OURANT O® m tit V Ilya: AVEN&', x Cy ly'.,-'11 j11,. 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I!I I ! /%///i %ice ii/� i/ / / / / / / / / / / 1-1/4" Eo PLASTIC/ I /// / / //i==__-%_/1111 I /////f //////i//y-i j�� / / / / / / / / / / / / sic C9P LS-ILLEGIBLE/ I fou/DREra 9 I -_ u1111(///%/ ��� 1d_ 3 __ CITY OE ASPEN /// // / /` Q_ I)I )I//// I I /////// ///% / / I ) / / / / / / PLASTIC CAP �2075' 3ti V3 ti -- CONTROL MONUMENT a\\ % 1/// I I III / / 4°o I 0 - // / /605550147 ALPS R9AD // w86iio) R`a J?2" o A/1111111111111111\V// //// //// / / / /�_- ////rJ //ow( 7///// /�- / / / / / / / / / / ,_,Us oo, EL£vATroN)794ss4 // -1 C � 4p GAS 1 p \\\\\\I / / 2G Wive a R gip-_ i//i/i 'ijl//I\/ll /l l 'ss'ssZs' �� / / N,,,A34 t//1 - 1 ( / / / / / / / / / �'3 - • N83°35'09"E 8.52' 1I/j///// III.AAAAAAA\VAAAVA/ /R 's',NE°Msollll Pr 1 ll/===I/ I(I('I11///j / / / / / / / / / / / CS �- c, •()ll/j/ VAAA \/ /v�v''''i' lll/�_�Cj1AX�II III' / -/ / /// // / / _�- L6 tII,(1 \\\\\\/// / \\\\(1(duN,R9sAR _; 1 1 1 1 I I r 1111111\I\\\ \\\\\\\O\\\\\\\\ / / \\\\\3,v( 4.1 = 1 11 1 ( FOUND PERM,G 1-1/4 e*q�. 11111\\\\\\\ I \\1 YELLOW PLASTIC18 ;_ 10'UTILITY EASEMENT \\\\\\\�\\\\\\\ \\ \\\\�\ \\ \1\\ (/^ 1111\\\1 / / I / 1 ' I I ('-/ F PLATBOOK29PAGE 65 ♦ CONCRETE III\\ \\\ \\\ \\\\\ \•\\�\ \ \ \\��\\\\\\\\\I\\\\ (�(\I /-�\`J\\\\ ) / / 1 1 (/ 1 I (/ // /- //' IELLOW PLASTIC CAP LS9175 / DRIVEWAY FOUND 11/2"ALUMINUM TAG I528643 S\\\\4' \\\\\ 1 \\\\ / / / / / 1 / / / - (544°46'36"W 69.87') ♦ (548W-5.82') \\ \\\\ V / I / / / l/ // S44'42'09"W 69.85' (N5/0 0.33') r \\\\\\\\\\\ \\ \\\\\\\\\\\\\\\\\\\\\\ I 1\I\II\11\\\\\\\\\\\\\\ � 4�F°4:3 "W 2/97.1rkas)/.O1J I I l / / / �- CS44°42'S4'W 150.0.1 / / I \ \\\\\\ \ \\�\\\\\\\,s0\ \\\ \\\/ 1\\II\\\\\\\\\\\\\\\\\\\/ 1�\=S/OF_EA81/SS` ,/ / / / / l 544°40'15"W 150.12' c2 N445339£88.85 -0 \\\\\\\ \ \ \\\ \\\\\\ \\\ \\\\ \ \ \\ \\\\ \ / / N41'30'26"W 4.53�I�• z9ss' / e 2'g> \\\\\\\\ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\l\\\\\\\\��\\\.\\\\\��\�\\\1 �-*Jr/(---' \ / / FOUND REBAR c,- �'` L8 7- / �� \\\\\\\\\ \ \\\\\\ \\\\\\\\ \\\\\\\ \\ \l ) -_ / / / x aP YELLOW `" \\\ \\ \\\\s \\\ -\ PLASTIC 6.(0°), 5 ®- FOUND YELLOW \ \\\ \ \\\\\\ \\\\\\\` �\ / I� CAP Lsz37s x o) / PLASTIC \ �y/�O FOUND REBAR Er FOUND P.O.L- / / PLATTED LINE TABLE s \\\\`\\\\\ \\ �-4�op,_le CAP LS19598 PLASTICYELLOW ALUMINUM M CAPR Er 2 / / CAP LS29030 FOUND 0REBAR N/E \ LEGEND ��.fl `�7 Ls5933 / / NO.OS REBAR PLASTIC CAP LINE BEARING DISTANCE L L V C V S `t V k`l�Y ASTIC 3 .4". •LI S 43'14'521 W 23.70' , 22'WIDE ACCESS EASEMENT S44'43'21"Nl * LrGRT POLE y�, 17.09' L2 S 20'43'28"E 31.21' v BOOK 470 PAGE 780 L7 L3 N 05'43'52"E 39.80' OO SET NO.5 R0BAR Er 1-1/4"ORANGE [� EX}(IBIT-D PAGE 790 L4 N 38'20'28"W 26.70' PLASTIC CAP INC PLS38215 SURVEY NOTES: /, L5 N 14'43'28"W 20.18' 0 FOUND PROPERTY CORNER AS DESCRIBED 0 20 PROPERTY E S C R P T O N 1. BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF 573.02'E ALONG THE NORTHEASTERLY L6 N 83'59'32"E 8.54' E FOUND REBAR Er 1-1/2"ALUMINUM CAP L525954 10' 40' PROPERTY LINE BETWEEN A FOUND REBAR AND 1"RED PLASTIC CAP LS25947 AND A FOUND 2" L7 S 44'46'321 W /7./4' PIPE AS SHOWN HEREON. LOT 1 AND LOT 2 L8 N 40'38'10"W 4.46' ./, FOUND 1-1/2"ALUMINUM TAG LS25954 MOSES LOT SPLIT SUBDIVISION AMENDMENT PLAT NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL 2. DATE OF FIELD SURVEY:JUNE 20,2017. ACCORDING TO THE PLAT RECORDED OCTOBER 22,2013 N PLAT BOOK 104 AT PAGE 80-85 AS ACTION BASED UPON ANY DEFECT IN THIS SURVEY NUNN THREE YEARS L9 N 43'42'32"W 59.94' • SET 1-1/2"BRASS PLUG LS38215 - 3. LINEAR UNITS USED TO PERFORM THIS SURVEY WERE U.S.SURVEY FEET. CITY OF ASPEN,COUNTY OF PITKIN,STATE OF COLORADO BASED YOU DISCOVER SUCHHISDEFECT.IN CO FENCE MAY E T AN Try RECEPTION NO.604895. ISCOVENOSCALE:1 20' N TEN L30 S 61'01'20"W 56.06' S 7/09 THE DATE OF CERIIFIC9TUS SHOWN HEREONTMA L11 N 84'58'37"E 40.00' 4. THIS SURVEY IS BASED ON MOSES LOT SPLIT SUBDIVISION AMENDMENT PLAT RECORDED OCTOBER 22,2013 IN PLAT BOOK 104 AT PAGE 80-85 AND CORNERS FOUND IN PLACE AS SHOWN ICIE JACKSON LLC PLATTED CURVE TABLE MEASURED CURVE TABLE HEREON. SURVEYOR'S CERTIFICATION IMPROVEMENT&TOPOGRAPHIC SURVEY CURVE CENTRAL ANGLE RADIUS ARC CHORD BEARING CHORD CURVE CENTRAL ANGLE RADIUS ARC CHORD BEARING CHORD 5. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT,THEREFORE,ANY Lots 1&2- OSES LO-T SPLIT-CITY ADSPEN Cl 21°17'24" 249.60' 92.75' N 14°55'14"E 92.21' Cl SEE MAP EXCEPTIONS TO TITLE THAT MAY AFFECT THE SUBJECT PROPERTY HAVE NOT BEEN REVIEWED BY I,RODNEY P.KISER,HEREBY CERTIFY TO ICIE JACKSON LLC,THAT THIS IS AN"IMPROVEMENT COUNTY OF M PITKIN STATE OF ITY OF ORAS C2 65°00'00' 30.00' 34.03' N 36°46'32"E 32.24' C2 SEE MAP TRUE NORTH COLORADO,LLC. SURVEY PLAT"AS DEFINED BY C.R.5,38-51-102(9)AND THAT IT IS A MONUMENTED LAND SURVEY PERFORMED UNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE SHOWING THE C3 90'00'00" 58.00' 91.11' S 65°43'28"E 82.02' C3 SEE MAP 6. BEARINGS AND DISTANCES SHOWN HEREON ARE BASED ON FIELD MEASUREMENTS.BEARINGS LOCATION OF ALL STRUCTURES,VISIBLE UTILITIES,FENCES,HEDGES,OR WALLS SITUATED ON THE C4 32'44'59" 36.37' 20.79' S37°OS'S8"E 20.51' C4 32'49'34" 36.37' 20.84' S37°30'41"E 20.55' AND DISTANCES SHOWN HEREON IN THE PLATTED CURVE&LINE TABLES AND IN PARENTHESES DESCRIBED PARCEL AND WITHIN FIVE FEET OF ALL BOUNDARIES OF SUCH PARCEL ANY TRUE NORTH TRUE NORTH COLORADO LLC. CONFLICTING BOUNDARY EVIDENCE OR VISIBLE ENCROACHMENTS, CS 120'48'Ol" 40.00' 84.33' N 66°07'32"E 69.56' CS SEE MAP ARE OF RECORD SHOWN ON MOSES LOT SPLIT SUBDIVISION AMENDMENT PLAT RECORDED AND ALL PLATTED EASEMENT' A LAND SURVEYING AND MAPPING COMPANY OCTOBER 22,2013 IN PLAT BOOK 104 AT PAGE 80-85. 1118 BENNETT AVENUE C6 15°22'00" 76.00' 20.38' N 01°57'28"W 20.32' C6 15°26'00" 76.00' 20.47' N01'28'27"W 20.41' COLORADO C7 28'42'00" 150.00' 75.14' N 23°59'28"W 74.35' C7 SEE MAP 7. THE SUBJECT PROPERTY LIES ABOVE ELEVATION 8040,THEREFORE DOES NOT INFRINGE OR LIE RODNEY P.KISER GLENWOOD SPRINGS,COLORADO 81601 WITHIN A MOUNTAIN VIEW PLAN AS DEFINED IN LAND USE CODE SECTION 26.435.050.D. LICENSED PROFESSIONAL LAND SURVEYOR A LAND SURVEYING AND MAPPING COMPANY (970)945-110$ C8 23'57'00" 30.00' 12.54' N 26°21'58"W 12.45' C8 24°17'32" 30.00' 12.72' N 25°29'35"W 12.62' COLORADO REGISTRATION Na 38215 www.truenorthcolorado.com C9 16°04'53" 125.59' 35.25' S 04°57'55"E 35.13' C9 16'04'53" 125.59' 35.25' S 04'57'55"E 35.13' CIO 50°34'00" 71.36' 62.98' S22°12'28"E 60.95' C10 SEE MAP DRAWN ('EIVED C31 48°31'00" 45.11' 38.20' S71°44'S8"S 37.07' Cll 48'40'11" 45.11' 38.32' S71°36'42"E 37.18' PROJECT NO:2018-161 RPK $ C12 32°52'08" 48.60' 27.88' N 67°33'28"E 27.50' C12 32°49'30' 48.60' 27.84' N 67'29'52"E 27.46' DATE:May 4,2o18 SURVEYED 1 LDV ni/ 9/2020 ASPEN BUILDING DEPARTMENT CONCRETE \\\I\ ///�� \\/ � /..._____ S\ '-�I RETAINING \ \ % s - - / ...,_ ,_, _.....,'-AIN'!" -_5\-', ii aDRAM a aTs" \'''' I 1 IIII I �,;.�� ,_,, ���'s�r N a> 69 osuxF A► I vv v 0-e r, II v I I ' /// 1�\ \, is 4 a` v ��° / \ A / 1 \11 II//-J Il • ` ° n . 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CONTOUR ELEVATION EQUALS 1 FOOT. ' 59 ASPEN 10" 20' I I I / /I \ 11 11 1 II \ 11 1\ I \�-- -\-8115 N\\N\\\\,\\----- 3. SLOPES SHOWN HEREON ARE BASED ON TOPOGRAPHIC SURVEY DATA 26 SPRUCE 5" 825 SPRUCE 12" 'F 60 ASPEN 8" 16' `- - -` `\`\\`\\- -- COLLECTED IN THE FIELD ON APRIL 25&26,2018 WHICH HAS BEEN 27 SPRUCE 5" 10' 61 SPRUCE 12" 24' I III INTO SLOPES 30%TO %AND AS TH SLOPES 28 SPRUCE 5" 8' 62 ASPEN 12" 24' // // / (/ (1 \^ \----'- `----- -- \\\` `�- GREATER TTHAN 40%USINGFA OMPUTOER ANALYSIS MEASURED BETWEEN 29 SPRUCE 4" 8' 63 ASPEN 12" 24' I I I I ( ( \ \ ) I / I - \ `\N.N. N EACH CONTOUR INTERVAL 30 SPRUCE 6" 8' 64 ASPEN 8" 16' 1 I I \ \ I \ I / --- \ \ \\ 31 SPRUCE 6" 10' 65 ASPEN 12" 24' \\\ \\ I\ \ \ \ , A / I I ---\ \\ \ \ \_ 4. UNDERGROUND UTILITIES SHOWN HEREON(GAS,ELECTRIC,CAN& 32 SPRUCE 6" 8' 66 SPRUCE 12" 12' TELEPHONE)WERE LOCATED BY ROARING FORK UTILITY LOCATORS LLC. \\\\\ \\ \ \ \\ \ \ 1 I / ---8120-- _---_---__ 33 SPRUCE 6" 8' 67 SPRUCE 5" 10' WATER&SEWER SERVICES WERE TAKEN FROM THE RECORDED PLAT OF \`\\\ ''''N" ` -_- - -_-_---_--- - - --- - _- 34 SPRUCE 8" 10' 68 ASPEN 8" 16' \\ \ \\ __ _ _ MOSES LEASE A SPLIT.CALL UTILITIES 1 SHOWNOR SR TO A ANY DIGGING ARE FOR PLANNING PURPOSES '\`\\\\`\``\� <�-�---8�z5�-.- -__ -- - --- -- -- CONSTRUCTION FOR UTILIITY VERIFICATION.GING OR EARTHWORK 35 SPRUCE 6" 8' 69 ASPEN 13" 20' \\\\\\\\\\\ -�1.N— ....1:-_ - -_--_ - - 70 ASPEN 10" 20' " ICIE JACKSON LLC \\ `\`\\`\\\---\-g23\�`-- - -- --- ----- \\\ \` `\ ; __LT__; — IMPROVEMENT&TOPOGRAPHIC SURVEY Lots 1&2-MOLES LOT SPLIT-CITY OF ASPEN -\\\\ \' I _ ______-__ COUNTY OF PITKIN-STATE OF COLORADO \I\/III 4 \` -__ \\\\\ \ l RIBLIGT\�-_ _ _ TRUE NORTH COLORADO LI IL\ TRUE NORTH _ A LAND SURVEYING AND MAPPING COMPANY s. \ III`\- - o14 - - - -- COLD RADO 1118PRINS,COLONUE RADO S\\ \\\� \ 5,- -- __ GLENWOOD SPRINGS,COLORADO 81601 `\N \\\ ,815 \------ __- A LAND SURVEYING AND MAPPING COMPANY (970)945-1105 Ni\\\ o \ -___-_---__ --- --- www.truenorthcolorado.com IIII _ _ - _ _ _ \`N_e�ss�- �- __- _- _ NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY YEARS PROJECT NO:2018-161 D RPK SHEET \\\\ — — NACTION BASED UPON ANY DEFECT IN THIS SURVEY VATHINNTHREE YEARS B6\\�\`�\=__—— 2 OF 2 BASED UPONAFTER YOU FANY DEFECIRST T INTHIS SURVEY BE COMMENCED MORE THANR SUCH DEFECT.N NO EVENT MAY ANY BTTEN ADATE:May 4,2018 ON SURVEYED RECEIVED - -- ---- - YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. LDV 01/29/2020 ASPEN BUILDING DEPARTMENT / / / / / \ 20 iti°4 0 Graphic Scale i *SEE LANDSCAPING PLANS,SHT. L.1.01 \ - \ � / FOR DEMOLITION PLAN. / \ \ _ - \, - • _ .../ SEE LANDSCAPE PLANS FOR PLANTING PLAN PROPOSED ENCE,TYP. \ // (SEE �,ETAIL ON LANDSC PE PLANS) __�� : 1!Ijt , // 0 — — — ., ,ice=, �� �1�'�'/hw•Q�►�`/�����, ;/ ` +` �! _ ��i " � �1111 ,�, y �'*�i� ��Ii���i//` S w 49 >k .v�d�- t****1;4::4177;+:4ittitittli" r^�!y!y', eo ugh, 1. ���ri�� ` w,cc // �, '_+ ++ +.\ + I cW rtiz, $�T a Q 6ki+.6 _ �1 �3i�� ��� z_ `�° kvi ,._,,,..„... ill �� , -4.sortwg•••:.4.47....-4 • • \ ce o o+ I +,/ If .ss ik .44A4#4.****************.:14::::::::;;;;414Y44.,:4717,11111-14:::;+44;:tisiiiii4,v, */ /; zz :•:+:+++++ '''''c++++'+++++++.:+; :+4'/++: .ff,r..*,,Itts**.tIst***0 Vitt _ vor._ ---Nqp,.---.0:or4syityivitt)_.ts„4.4ituao*ttst++o �+ +r PROPOSED FENCE,NP. // / 4, / +-j;+�i / �r; �, �— r. (SEE DETAIL ON LANDSCAPE PLANS) Q / ++.Y ° 777///901��'WW\\\\� �1�I f �L4���11 TOW: 84.00 ` 1 / " ,. �f♦IL BOW: 82.50 • 1� SEE LANDS APE PLANS FOR PLANT! PLAN/ //� • / +++++. ��,,,,, + ++++,,,A,,,,,,,,,. ;�,�L✓r • '.•" -'.,,0 1'STEPVir Ititt'"�/1`�, ............................ p ..F Ill1 ' . I,,„ _ � ••IANA �/ TO 85.00 , 1Q .O ��Oli: i . , B• 82.60FEATHER PROPOSED GRADING INTO .'• Zy \ / ys Q�2o ilr / ae1°" h st 74 4.40."4.4.6144 EXISTING GRADE. 4.4.1.44 e .§:e / ' .."''''''''''' /417,0 / .// Rrj,'ti r. ,[ 0. 5&14.4 _ �q",yL°+?. I tak#Alik-k ,fa \\•�1 �1� l i J C/ ° .``vim` r tk'�I� m 1��� �i \ �*Nry1 Igoe" 40,Au �4+'� Byq�"y�- _. / to,�i ' P p5 R0.4 CHECKED BY.RBG ys ,, , �T' \ 117,---.„„ik I 6P5 SOUtN DRAWN BY:PAO 4441xiJ.IPROPOSED WALL(SEE DETAIL ON LA11.11 /�eO ,YYw�epO�r _ Q z z lite 000 o 441% pr41. \ , c �/m � � BOTTOM OF STEP i J,011111 00'YybL, Vipy��,eC `I/trio" F �I, Q N p o/ JE t / 84.40 ...4.144. 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CONSTRUCTION - —Op i - -41111b `moia o ''1-' n • 11111111vaiiim■ ...,..iisult. il.V-40)47---kill" 406ViramvAirNokultileratranS0 i iallill � PROPERTY LINE / ,' ��- Q •� O CC N- Ln I SKIER ACCESS EASEMENT �� � W ir Q WraTirrearFiripi ♦ LO 11 ..lul 1� L,, .IIb 0 V GRADING&DRAINAGE PLAN bil� C4 P:\2018\39-605—675 SOUTH ALPS\06—DWG\06—SHEETSEi\SS—S.ALPS.DWG Plotted 1/3/2020 11:38 AM By:Robert Garza RECEIVED 01/29/2020 ASPEN BUILDING DEPARTMENT - 1PROPERTY LINE,TYP / \ \ �\ / STABILIZED — — \ CONSTz.,CTION \ �SECURED ENTRANCE /- , -PORTABLE Graphic Scale y ET / 0 5 10 2040 \ //.... / CONSTRUCTIQN ACCESS \ SCALE: 1"= 10' k40 H 1 3 \ // a �� 1 WASTE 1��� lI ^a -- �p \Z +* s.i {+ i ++ + Fi, - " ` '=cfijr �• 0.`/��•�.� � I:� •FOR EROSION CONTROL NOTES,SEE SHEET(j(j147::: 1 i + * +.:14:A: - - _ / Z•°° _ 14��Oe 90:' Ili�' ` ,q1 ,0, kl 'i a�/�-_ a�\+ + +.* ® ® INSTALL SOIL LOGS AT tl * wor 0 '" � EDGE OF PROP IS+ * � :::::: ••` �i '�' UNTIL PLANTINGE IS+ + • T COMPLETE AND SOD IS / I6 + ++ ," _ Oe 44.4 4 ;1 PLACED. vtx .y ''' 40" '4:::::;. Nik, Z // � PROP. Efl �,*✓+ ° � �. �' 44 s a AKIN r, R w / OTECT PLANTING AR'•S / / + A. * /' F.. — _ r • �^ �1kAlh: w p - / Apt::...:;, WITH SOIL LOGS TIL / *;+ 1n / PLANTING 4IS / ,itr„tit! ` ® 4.' zm1p/ } / *" ° 44-� .`1' ' SILT FENCE INSTALLED /®�® 'I �� v m 0a/ / ++ *©� ` _` AT BASE OF GRADING // • (� Z •K2 NOiCONSTRUCTION * ;/ /� °° �1•�[f� \ AREAUNTIL SOD IS '// --__ LyJQOLLVLHINES ARETO y + I,_ PLACED // 1i�_ =O o AC,CES$'fHROUGH THE / ++ +�* _— / ` V• V DRIVEWAY WITHOUT * + �//1� /// "��. dIA wOWNER CONSENT AND �" _PROPER EROSION BMP'S. *+ + +� i° V / *AA ��1F/ 0 mm�/ ++ �' �'v° , ,ram ° I 'i L.L O m a * r sue'/ 'e � ',agY�ri;" :•� ♦'I i•�/ N Z_ a '.O .{,r -L .°°= 1 1 44, � °°r°' �. /oO4a°{Igi}E �►,6�► 100 ,. � 3 ,, j��. / �r I ,�ye1 Pay doyQAejk�je, �� 1�� O VW0111k:.1.14R/� 0,0,°y mA1�7i`i ,� _e .. 0.1., pOe°eo0.Ni�°le°° ;I . �� •- 4.4*******4:::: / sr ° �!ffi ¢9;' , ° sTAccERsolL LocsoNOir164°Pr ���'�� \�� ��� il� R , �yQ� 1 'rill P°aN1Eo uNnL uNDscAPINc Isx. �:::10,4.. a ilk .� �� _ • / \ ♦ , tt a+: ire,A►�ay�yY lsO . � �� ` �. ;\ J .• '/'''' ' lap-A004,...11.1b-ik �1 -1� •I \ :,.. w,� v • • f y • �o . .. ee BY ae,6:4,4 � �d ,T• v e- 4 ° ° m •tP.--r.iir le �\ -- figs,':'- sy „+�Mf-*,9Y _" �, \1444!t+4„‘ 111241, # ii�il•Cto +c� *410.4. • � 'I �� O a �7r 000 , CHECKED BY.RBG � � �'4Ji °\ a � _ 1 � �� � •' Or- � ,/, 1, DRAWN BV:1WJ��"' ':��.•��A# \ / s/ ;� sTAccER SOIL LOGS =� it e"* �t (� ����I. �. +} 0 �t •/ ON DIRT UNTIL SOD `e �Y"``" .r00... ,��� v c� �!e EXISTING IS PLACED 11 +�� � �9h9FiP � ;ttst4.4.441:***11:141.411;44k41:44111111b4111'-' m l7 l7 It° Sr V / ..' °eG o ° SINGLE-FAMILY r00*~� / 2 IiI2rir4 Z V V / ♦, . 0*. --‘,..... , v,° \- / ° RESIDENCE ' 00 A '... �'. 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MULCH OR COMPOST 1 I FOL • sBACKFILL TRENCH WITH \ • • 07 J A Q FILTER LOG SECTIONvi USE EITHER FLAT BOTTOM OR 3. FILTER LOG TRENCH INTO GROUND ,y) L(1 z V BOTTOM TRENCH 4"MINIMUM BURY FABRIC WORK AREA AREA TO BE �� r W PROTECTED FLOW 45 AREA TO SECTION A d BE LF1 AV PROTECTED Q V-SHAPED TRENCH SECTION T BOTTOM TRENCH SECTION �'I�n SEOTEX lip FILTER FABRIC O SECTION FILTER LOG FABRIC n� MINIMUM DEPTH AASHTO 3 STONE ATE BRIO 2"X 2"STAKES ''' LATH LATH 12"MILUM *l AREA TO BE COMPACTED EARTH COMPACTED EARTH I FLOW�y45 PROTECTED t 18"-24" MINIMUM NB RI P FOR ONE WAY ENTRANCE: 14' { RUNOFF RUNOFF MINIMUM WIDTH FOR TWO WAY ENTRANCE: 2' -� TRENCH INTO GROUND STORMWATER 8"MINIMUM 12'M NIMUM 8"MINIMUM 4"MINIMUM MANAGEMENT PLAN I 12"MNIMUM 12"MI IMUM 2"X 2"STAKES 4"MINIMUM 1 L- C5-- P:\2018\3G-605—675 SOUTH ALPS\06—DWG\06—SHEETSET\SS—SALPS.DWG Plotted:1/7/2020 11:38 AM By:Robert Garza RECEIVED 01/29/2020 ASPEN BUILDING DEPARTMENT