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HomeMy WebLinkAboutPlansN. \ \\ \\\\\\\ \\ \\\\�lr� \ \ \ \ \ \ \\\\\\\\\ N. F• N. \ \ N. N i \ N \ I' f /!+` 7 - \I ` NOTES: 1.) EXISTING SURVEY AND PROPOSED BUILDING INFORMATION PROVIDED BY HIGH COUNTRY ENGINEERING. \ \ \ 2.) PROVIDE SEDIMENT CONTROL FENCE ALONG TOE OF SLOPES IN AREAS OF DISTURBANCE OR AROUND ENTIRE SITE AS PERIMETER FENCING. \ \ \ \ \ \ \\ \ 3.) REFER TO THE DETAIL SHEET FOR DESIGN INFORMATION. \ \ \ \ N\ 4.) ALL ROOF DRAINAGE PIPING WITHIN THE FROST DEPTH SHALL BE HEAT TAPED. \" \\ \ \ _. 011E 5.) PROVIDE EROSION CONTROL LOGS ALONG ALL SWALES AND OUTLET CONTROL LOGS AROUND CULVERTS. \ \ N. \ \ N N N \ ` 6.) SEE SOILS REPORT FOR MINIMUM SLOPES AWAY FROM HOUSE FOR PERVIOUS AND NON -PERVIOUS SURFACES. GENERALLY 2.5X SLOPES FOR HARDSCAPES AND 1' VERTICALLY IN 10' \ \ \ \ \ \ \ HORIZONTALLY FOR PERVIOUS LOCATIONS. \ \\ \\\ '` \• �AR�EZi1\NQ\\ 7.) SNOW STORAGE FOR DRIVEWAY AND UPPER AUOTCOURT TO BE WITHIN TWO OF THE PULLOUT LOCATIONS AND THE DOWNHILL SLOPES FROM THE AREAS IN QUESTION. \ \ \, �v-- p�/� z e / [\ \ ,�1� ,. _ \\ \ \ --04 —_ � \� \\ -_ \ ��� \ ` �\� -� SWALES AT - _ 2�� OPENS - - _. _ 2.0% SLOPE -. - - �- , -_ 3:1 SL6PES - '\ \\\\ \ \\\\\',`TY1 \\� \ \-_--_ - iTYP) - .o- _/ 7.- 2.5:1 SLOPES \ \ l \ 1 N�\ 6�r \ \ )a \ \ \ \ -- '�\�� \ \ \ _ - - — — \ „co) -/ $ \ /• - BUILDING \ \\ aa'� \ \ \ \\\ \ ���� — \\ \\ - - _-= -- /i �• O7T ENVELOPE. ��`�`\ \ \\-'f.---ii-- \\j�\\\\\\ \\\ \\�,�\.,,,\ l.t4s) \\ �----\ --.__ ` /raw--11al}� - x-847 / -7 / / / �' %"'. , / maserwins / \\ \\ ` // / / �C / / / \� \ 1111 \ ^~' ----_„—,/�,,/ /�C�/// // \ •`� \ / / -•� S.OXAy f�\\\\ .r; ..-_.__-- / / , v =! a / GTS ---% / / / / / �/ _ vv�vvv,vvvv vv v v ,� v v _ /i�;��q1 all �i,�_ .-���...�� ,.,,, _ two cro 410110 /On , ,\� \\ 1111\ \\ _\ \ \ 3I► \ 1 onwir -caws ,/, — �� `- �M3' �'• \•y17 � / .� 3''i J11 � �j � • —_i \ \\ V\ \ \ \ \ \ \ \ \ ` --- \ \ \ \ \ �'� I � \ N. \\\ \ \\ \\VPR X. 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' - / / / / / / / / // / ^' <0 / l9iJ / / / / ( / / .-- _ _ / // - - - _ - / -- -- �4P5� _ - _ - — / / / / //a / / G- / / //_ `� — _ / ///// // /// • / / / / / / -- / = _' —�' — -- _ p f,ri bF/ / / / / / \ 1111 1111 \ \ \ '. \ -��`" ! / J / / / _ • / k / ��\\\ l71 • \\ \ \ ��•� _ � `�/ J/vqA EE/i/ l / • // eMs % /%/%% /// J// // / / // \\ ' — — \\\�\\�\\ A�\ \\ \ !DNS \ tl.. \ N. \_ /i _ \ �•-• "5 / �\ // / / / / / / / /// // // /J/ / // - \\\\ \\\ \ \\ I \1111\\\\ E! `\ 4 - // PULLOtf TYP \ `\ / / / /// \ \ A , 3 0 Lror / ..."."01•111.4.‘ vA VAA I/'� �; � V\\\VA \VA\ y '_, � FOR ERO / ////// / /// ///7/_. / /// / .� \ \\ %r ` \\\ \\\ 1111 \ \--- _ r y -_ - --'-- / / / J// CONTROL / / / / / / / / j///'///////// I \ \ Ill \ \\ - _ - \\ \ / / / / / /// / 1 I - / I ►- \ '` /',� -\ \ _IIEC /J/ /// / i >I2»7 // // / / //J __ _ - _ _^ _ -- '/ JJ/ -- - / / //-- / _- / / / // / - / / / / �/y// /- /---- -- �_, - -- ,_i vv__--- /// ///;17 // // / / / �i --� -•--- _- �! NOTES: 1.) EXISTING SURVEY AND PROPOSED BUILDING INFORMATION PROVIDED BY HIGH COUNTRY ENGINEERING. 2.) REFER TO THE DETAIL SHEET FOR DESIGN INFORMATION. 3.) PROVIDE EROSION CONTROL LOGS ALONG ALL SWALES AND OUTLET CONTROL LOGS AROUND CULVERTS. 4.) WATERLINE TO HAVE A MINIMUM OF 7' OF COVER ALONG ROADWAY PATH OR BE HEATED LINE PRODUCT TO REDUCE COVER ON LINE 5.) NATURAL GRADES AND VEGETATION TO BE REPLACED AFTER CONSTRUCTION. 6.) EXISTING SWALE TO BE RECONSTRUCTED BACK TO EXISTING CONDITIONS AFTER WATERLINE INSTALLATION. 7.) WATER LINE ALIGNMENT TO BE MAINTAINED WITHIN EITHER 60' ACCESS AND UTILITY EASEMENT OR WITHIN 40' PROPERTY LINE EASEMENT CORRIDORS. EASEMENTS TO BE STAKED TO ENSURE LOCATION OF WATER SERVICE IN CORRECT AND LEGAL LOCATION. PROPOSED HOUSE CONNECTION SEPTIC POINT. FIELD. / / / / // :////// 7/ ,/ / /// . / /L/` / / / / / / / / / / '' , �_ / // / ///// //// / / / /////r,` / ',./— _�///i/ // 7 // //'// /// C_i%//— f�^`'../i // / /7 7 . - __//// // / // 77i//_moIj// // //11////r7,`moi!/ i7/— —ii // _'/__— __— / 7 — _ 7 [[/ / -`— 7. �i - i, --/�i//// / i�/i//��ii _ - ////- i// //// //'— /�//// // / /` i7 — //////////////ij 7 /////----_'�_=—J/�--'-�''---`` `_ - \- ////// /// // ////////// //` —— "—` / /i/ /=` �_ lit i /j///// / / �� /�—�1 / j / /��// —//////i//i////r s,_ — /// 7 // ./ // /i/j/ /i/lr /// /i�I ///j --// ///////////////// r / / / / // / // // i/ / / / _i I // ////�/---//////_-/i�—-— - / // - / --- I/ / / / // _ /////////ii/// /// /// /////////// //�/ /�/i /--- �/ /�-,�-J/-__�///////// //i%�//'///,J////// —moo' / / / / / / /// / / / / / / / // / / ///// ////i///, / 7 ///////////////i// /// // / //// / / ////// - /// / / / // , / / //'////�'// / / /--////// 7// ' / / // ////////7%/x///7///�///7/ /� / //////, -1 7 /// //////(/ //// /tt /'//TTITill(!!////// 7 /t/ j r //////'' 7 ,' / Ii i(////// / / / / /////om///////7 /i// // '//�/// ii/i — ////////// / / //// /__,///,///�',//// /7 / / / // / //! /// //,�////// /_// / /// Ill/ll //// ///, //�///N./ N. �/. — /llil/l/llll! 7/////1/x;/ i //// / / / I // I I �� \ `_m//// —////,/./ ,/////////////1 / ///,// / ///// / // - ___/ //// //////// • _7 7 / (/ ) / /I/ ,,, / y/,/ / _// // //////// i/en .6 / / / / / 20' EASEMENTS EITHER SIDE OF PROPERTY LINE. 60' ACCESS AND UTILITY EASEMENT. , / / / / / 7 / / / / /• 7 7 7 / / 7 / / / / ROADWAY LOCATION PER GOOGLE EARTH IMAGE. P 4'44f cal„,/,; LAiyG••Spc,LANG;/,,,c,'„a ti., i a 39793- ,II FSSIONA��:iii+1114;LLet.r. op LIE Ui 111 Z 00w a°aro° warn° Eo o0 N2 ZU N z q)o Dm 0° PF O co .4, I .4U.— Co U to 0 W U aw ZitOF oO0D awYS cniM r 011 N2OFM woOZ zraD DicTWFscO N�a� W WX Qm WZ U D NO. DATE REVISION BY NO 1 10.1.15 UPDATE TO HOUSE SIZING MRL UPDATE TO HOUSE SIZING J 2 ❑ CHECKED BY to 6 V 2 U O Z IA W °m0° W0°n Z U� V ZUI'. W ya•)t11?)fo Lm repo m 0m Z hp. 3 a W 01 -oz 0 x a 0 U 0 U ///Iif/ // //%( j////// / ^/ /I 1 / ///; /// // /////// ///////74 //////// / / // / / // //// / / c // /////////////// / /�/,/l/// / //// /;///:// I I ///f /�/// //// / I�I /// �..:, / / / / / / I //// ///� / //�/ ///////�////�// �IIIII(/// __` / // / / / / / //// // /// / / li III // //'/// ////' _ / / ____// I / 1/ // / / // / // / / / // / / / / / // / / // /I l l I l i / / / //////// I �/eiga //// / / //// //// /// l l // l//// ///�// /////I///// ii (II /l l/l/� //// • �� �_ --- ////// // // Il / l ////////�/ //////1���//�////� \`�� / /// / / ///// // I • • ---•- • - - — / / / / / / / / l / / 1 / / / /I / / / / / Qj T f'/1 ! /� / / / // I •`���_ -- -/// is// / // // / // !l //l l l l /// ///// ///1f p.,/,//l/J!/ / // / / ai// /I l/ / 1/////////%//lll// ____ / ''/ / /// /// / // / / / /////;// / ! / ��� N - ///// // //1 /1// II/ //// ///////////////'l / .-/ // / //// / ////�/ l / / 11/l1 / / / / / I ! (IIIIIIII /, /, // !/ 11 / / // l/I hill lll/ /I _--;%2'%':/ ///,//1 I I1 /I,1,t1I / // l �/ ///!///� /U////// /jj // TELEPHONE PEDESTAL. 7 START OF GOOGLE /' EARTH ROADWAY / ALIGNMENT, TO EAST. / PROPERTY BOUNDARY. 255LF OF PRIMARY / ELECTRIC. �F' 4D OF EXISTING /ELECTRICAL CONDUIT. / / / / / / / SPUR ROAD OUTSIDE OF EASEMENT i • / / / LEGEND N N • ---------- • • 1 / / 7705 EXISTING ROADWAY PROPOSED DRIVEWAY EXISTING PROPERTY BOUNDARY EXISTING BUILDING SETBACK EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED SWALE FLOWUNE -, PROPOSED SILT FENCE / PROPO$EB'L ROSION LOG / LOT 23, HIGH ASPEN RANCH Z WW WW W G—W F131-1 4 " Z • Z �1-1 W W let I PROJECT NO. 2141753 C1.4 EXACT LOCATION OF SEDIMENT FENCE TO BE STAKED IN THE FIELD BY THE CONTRACTOR AND APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION OR SURVEYED IN BY ENGINEERING COMPANY PRIOR TO WORK COMMENCING. SECURE TOP EDGE OF FILTER CLOTH TO FENCE WIRE FENCE FILTER CLOTH NOTES: IF CONDUIT IS NOT UNDER ROAD SURFACE, REPLACE TRENCH MATERIAL ABOVE BEDDING LAYER COMPACTED TO 85X STANDARD PROCTOR, TOP 6" TO BE TOPSOIL AND RE-VEGETATE. ONSITE MATERIAL UTILIZED FOR BACKFILL MAY NOT CONTAIN ROCKS LARGER THAN 6" IN SIZE. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1.800-922.1987 OR 534-06700 IN METRO DENVER CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES 3' tie 5 FEET�� M `v'Q�I� / 2' - RIP-RAP VARIES EXISTING ASPHALT TO _��v;�;�``.`�,�/y/� vc:A U BURY TRAILING EDGE OF D-50 = 9" DIAMETER BE SAWCUT (TYP.) FILTER CLOTH IN"TRENCH A MINIMUM OF 6 . ANGULAR ROCK Q llik 12" (TYP.) DEPTH OF ASPHALT & - BASE COURSE COMBINED 1i T,r....i TE TO HOUSE S /_ ���� J I 5 11, ���•:: illN POST �� 10' (APPROX) �� POST FILTER CLOTH — /� 1.5"x1 SE 12' Stalk-aria _ = O a � o TOPSOIL } SLOPE TRENCH WALLS FOR SAFETY PER CURRENT & COSH REQUIREMENTSFENCE OSHA JCTMAIAL ONSITE COMPACTED TO 95% IF ' o LOCATED IN DRIVEWAY ALIGNMENT. COMPACTED TO 85%STRAW / IF LOCATED OUTSIDE OF DRIVEWAY. CLASS 6 AGGREGATEWADDLE � i BASE COURSE WILL BE REVD IF E NEER SUTABLE DETERMNES THAT THERE IS NO SELECTU `co JMATERIAL ON SITE. U 10 CULVERT OUTLET ` CLASS 6 ABC 95% STANDARD PROCTOR MATERIAL COMPACTED TO MATERIALS FOR FILTER CLOTH FENCE SHALL CONSIST OF N T.S. STANDARD WOVEN LIVE -STOCK WIRE, A MINIMUM IN HEIGHT, A MINIMUM OF 14-GAGE WIRE, MAXIMUM MESH SPACING OF 6 "; POSTS OF 36" WITH A SHALL BE EITHER z WOOD OR STEEL,MINIMUM LENGTH OF 5'. SEDIMENT SEDIMENT CONTROL FENCE 14- BC + 18" lao :3113 V l -6-Z Nad :A8 03>I33H0 law A8 NAAV IC N.T.S. UTILITY TRENCH CROSS SECTION N.T.S. ` amu.\\\\\ I Poo LICE* ir cf R LANGh, F0 +fffF i ' 39793 ii.. z- r' lifl<... o9OF' -' ' _1.-__-', IttWVt l/ oNP'. z0IL 7 I BOUTOER(1W) ' roTE I Is. BACKFLLNO1E 4 EXCAVATION FACE f)H44!' =DRAIN BRAS.Tin.-4M NOTE HIGH COUNTRY EN 1517 BLAKE AVEI E GLENWOOD SPRIN 0' PHONE (970) 945-8676 - ,E• WWW.HCEI mnrmmnavmuArc p mA+nna+wxe& 2 MAX Y1 .. ,' �' 1 ,ztml ` DAMN OTE 0 _ .. W US ' 1' MIN. SITE TOPSOIL MATERIAL P� 2' CAP OF ON TYPICAL st'Actezo ul n REF: A : NOTE a BOaDER WALL puma. I `�ilY 1 CL DRIVEWAY 0 MIN. I//. TOP BOULDER NO "MALE O 2' 7' 7' 1?If 1 NOTES. I W 2-1/2" ASPHALT LOT 23, HIGH ASPEN RANI ENSIGN RESIDENCI DRIVEWAY PLAN DETAIL SHEET .1 AI SLOPE 0 2% `�— ' 7 A! -11 I�11 11=11. 1 4' MAX 1. Boulders with minimum sized 3'. Embed first course a minimum of 12' below adjacent final graded ground surface Arrange boulders in a manner to maximum interlocking action. 2. 4' diameter perforated pipe sloped to a suitable gravity outlet q.1 l '91 1 tilt -11 11I' I 3. t or 1 I' screened rock below and between boulders. Minimum depth of 11 above drain pipe. Cover top side with filterfabric such as Mired 140N. 4. Granular on-site soils or imported granular soils such as COOT Class 5 or 6 base course placed in lifts and 2 6" CLASS 6 AGGREGATE BASE COURSE COMPACTED TO 95% STANDARD PROCTOR 11=11. 11=1 I compacted to at least 95% of maximum standard Proctor density at a moisture content within 2% of optimum. 5. Cover excavation face with filterfabric drain N 1-11. 41=11 L2' MIN and gravel layer or geocorr osit drainage mat. 1111. BACKFILANDSCAPE ISH.- LL TI_ DRAINAGE SWALE BURY DEPTH TYPICAL ROAD CROSS SECTION WALLS WITH NATIVE 1 N.T.S. MATERIALS.ONSITE 4' MIN. BOTTOM 114 542A �h erDruAr TYPICAL STACKED BOULDER WALL DETAIL FIGURE 1 BOULDER NOTES: LANDSCAPE BOULDER RETAINING WALL DETAIL • STRIP ALL TOPSOIL, SCARIFY & RE-COMPACT SUBGRADE A MINIMUM OF 8" DEPTH TO 95% STANDARD PROCTOR. • GRAVEL TOP COURSE TO BE CONSTRUCTED FOR CONSTRUCTION DURATION. ASPHALT TO BE LAID AFTER ALL CONSTRUCTION HAS BEEN COMPLETED. N.T.S STRUCTURAL BOULDER RETAINING WALL PROJECT NO. 2141753 • ROCK WALLS TO BE CONSTRUCTED PER STRUCTURAL DESIGN PLANS PROVIDED BY OTHERS, DETAIL ON THIS SHEET FOR GENERAL PRICING PURPOSES. N.T.S. C 1 .3