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HomeMy WebLinkAboutFile Documents.1300 Riverside Dr.0309.2017 (16).ARBK WOODY CREEK 1 300 RIVERSIDE ENGINEERING WOODY CREEK ENGINEERING,LLC P.O.BOX 575 WOODY CREEK,COLORADO 81656 1300 RIVERSIDE DRIVE ASPEN COP)97D�29s297 WOODYCREEKENGIN EERING.COM 7 7 81611 1191P1 ® NOTES: 1. ALL MATERIALS,WORKMANSHIP,AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE CITY OF ASPEN("COA")MUNICIPAL ,,-"'"'" -•_ CODE,COA TECHNICAL MANUALS,AND APPLICABLE ;''.o�t:�°•-'4' STATE AND FEDERAL REGULATIONS.WHERE THERE IS CONFLICT BETWEEN •ca;05 d•.o=, THESE PLANS AND THE TECHNICAL MANUAL OR ANY APPLICABLE 4/30/2018 e f 427,- STANDARDS,THE HIGHER QUALITY STANDARD SHALL APPLY.ALL UTILITY WORK SHALL BE INSPECTED AND APPROVED BY THE UTILITY. )__,1 PI 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION -- sS/ONALENG' ' n '"ve Chateau Roaring Fork =rgve _. AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS 0, va fOarant ,4i c g ( 0 z BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND,WHERE E Dean st Avee e a Fc POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD.THE INFORMATION IS NOT \ 0 o v °OAe a TO BE RELIED UPON AS BEING EXACT OR COMPLETE. b y`y "1D0 0 3. THE CONTRACTOR SHALL HAVE ONE(1)SIGNED COPY OF THE 0 Glory Hole Park c open Alp\ 3 water •m °"'a 0 4.' O APPROVED PLANS,ONE(1)COPY OF THE APPROPRIATE CRITERIA AND ^ ominiums sAve a r R Cuisine CO SPECIFICATIONS,AND A COPY OF ANY PERMITS AND EXTENSION 0 ``sq,t, q AGREEMENTS NEEDED FOR THE JOB ONSITE AT ALL TIMES. 0 s e s © a 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF PnNouot P Pn Grove Ra Aspen Grove Cemetery SAFETY INCLUDING,BUT NOT LIMITED TO,EXCAVATION,TRENCHING, Z 9° The Gam b SHORING,TRAFFIC CONTROL,AND SECURITY. a 0 `" 5. IF DURING THE CONSTRUCTION PROCESS CONDITIONS ARE UJ ns ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT 0— N m 31 �1300 Riverside Drive IDENTIFIED IN THE PLANS OR SPECIFICATIONS,THE CONTRACTOR SHALL 9P <o I] ECEI CONTACT THE WOODY CREEK ENGINEERING,LLC IMMEDIATELY. Chaff" CT? = ® 6. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO 4::( uto z a / ElTHE LATEST REVISION OF SAID STANDARD UNLESS SPECIFICALLY STATED C. OTHERWISE. I_I_I o a s 7. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN IN > o c oN EU ACCORDANCE WITH MUTCD TO THE APPROPRIATE RIGHT-OF-WAY v/ t wi ID AUTHORITY(TOWN,COUNTY OR STATE)FOR APPROVAL PRIOR TO ANY v' Ct eke Rd @ KM CONSTRUCTION ACTIVITIES WITHIN OR AFFECTING THE RIGHT-OF-WAY. 0 o THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL ut©emetery 2 to/lake Rd al ke,P TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE ' ' I w o s c s CONSTRUCTION ACTIVITIES. W a r Axiom Investment n O PqP Advisors Salvation Ditch p 8. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND \ 19th Mountain DivisionQ MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED / Rut Association ROa a IMPROVEMENTS SHOWN ON THESE DRAWINGS OR AS DESIGNATED TO BE �/ Ix 0 ire °a ng Fork O9 Cork River go` PROVIDED,INSTALLED,OR CONSTRUCTED UNLESS SPECIFICALLY LL the Trail qve „'ikr .4 NOTED OTHERWISE. w o 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS \ Google d D FREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM /_ Fob/C 3 n THE SITE. O L.I. o rt,,se PA °% a 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT ON THE Q N— o CONSTRUCTION SITE AND AVAILABLE AT ALL TIMES. Q Lw City Development Engineer's Comments 11. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE CO r 1.Encroachments:Any existing or planned encroachments into the public SCALED FROM ANY DRAWING.IF PERTINENT DIMENSIONS ARE NOT SHOWN, �� CO a right-of-way,including temporary construction trailers and dumpsters,must be CONTACT WOODY CREEK ENGINEERING,LLC FOR CLARIFICATION AND H applied for licensing at City Engineering(920-5080).Five days advance Reviewed by Engineering notice is required to obtain a temporary encroachment license. ANNOTATE THE DIMENSION ON THE AS-BUILT RECORD DRAWINGS. 4/29/2018 DATE OF PUBLICATION Itt 2.Right-of-way Permits:Approval of these plans by the City Building Dept.is 15.THE CONTRACTOR SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF w 07/03/2018 3:40:45 PM for work on private property only.Design approvals for proposed work 12/5/2017 PERMIT "It should be known that this review shall not (includinglandscaping) THE COLORADO PERMIT FOR STORM WATER DISCHARGE,THE STORM 4/30/2018 COA R1 COMMENTS p g)in the public right-of-way(ROW)must be obtained w relieve the applicant of their responsibility to from City Engineering Dept.(920-5080)and Parks Dept.(920-5120).A WATER MANAGEMENT PLAN,AND THE EROSION CONTROL PLAN. comply with the requirements of the City of permit for work in the public right-of-way must be obtained from the City 16. ALL STRUCTURAL EROSION CONTROL MEASURES SHALL BE E' Tic°"° As en.The review and approval bythe Cityis Engineering.M ,dirt aDnd debrispt fiye days may innotadvancetraced of ntoen the adjacent it public R. INSTALLED AT THE LIMITS OF CONSTRUCTION PRIOR TO ANY OTHER >- Aspen.obtain sign oft from the Engineering Department on the p pp 3.Mud, and be tracked onto the public ROW, 0 Certificate of Occupancy(CO)the following requirements must be met: offered only to assist the applicant's and the adjacent ROW must be clean at the end of eachworkday.Construct EARTH-DISTURBING ACTIVITY.ALL EROSION CONTROL MEASURES SHALL BE 0 understanding of the applicable Engineering mud rack if needed.Trucks hauling demolished materialsmust becovered. MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR UNTIL SUCH TIME AS Minor Drainage Reviews 1 requirements."The issuance of a permit based 4.Utilities in ROW:No utility pedestals,meters,or electric transformers can •AIIAreasmustbelandscapedorstabil'uedpertheapprovedplan. be installed in the public right-of-way.Provide utility easements on private THE ENTIRE DISTURBED AREA IS STABILIZED WITH HARD SURFACE OR 0 •An drainage features must be installed per approved plans including swales. on construction documents and other data shall z •All temporary erosion control devices must be removed. notpreventtheofAs enfromre requiring the property utes ofOcceded. LANDSCAPING. w City P q 9 5.Certificate of Occupancy(CO)Inspection:Engineering CO Inspection y Ma'AllMmDrainage artseeReviews: correction of errors in the construction includes but is not limited to:(a)witnessing that all property corners 17. THE CONTRACTOR SHALL SEQUENCE INSTALLATION OF UTILITIES IN w •submit r(seeabove)reviewcriteriamustbemet. SUCH A MANNER AS TO MINIMIZE POTENTIAL UTILITY CONFLICTS.IN o, •Submit an as•built survey of all drainage features on the property. documents and other data. havemonuments,(b)drainage improvements were installed as approved,(c) 0 •Submit Gradm9andDainage Certificate signed Engineer Record. easements are documented,(d)no unapproved ROW encroachments exist, GENERAL,STORM SEWER AND SANITARY SEWER SHOULD BE •Submit a video(in ovsturmaQ of any connections made tothe City's and(e)the ROW has been restored.Call 429-2750 to arrange CO inspection. CONSTRUCTED PRIOR TO INSTALLATION OF THE WATER LINES AND DRY o infrastructure that shows that connection is clean and in good working condition. 6.Snowmelt Driveways:(i)Snowmelt runoff from driveway cannot flow into o •submit an Operations and Maintenance Plan Agreement signed by the Owner. street.A grate or swale must intercept runoff before street.(ii)Snowmelt UTILITIES. 0 Right of Way improvements including sidewalk,curb and gutter,and other installation in the public ROW requires an encroach-ment permit. 18.100'=8002 appurtenances must 7.Drainage Issues:(i)Foundation drains cannot go to a dry well receiving rt the complete. 0 other drainage flows.(ii)City must be notified of drainage plan changes.(iii) m Aker all required documents have been submitted,a final inspector from Plan approval assumes no ground water.If ground water is encountered,call COVER SHEET o the Engineering Department can be requested at 920.5080. VICINITY MAP N the Senior Dev.Engineer at 920-5080.Call for an open hole inspection prior m NOTE:These are only the requirements of the Engineering Department. I, to placement of the drywell. C Other departments may have additional requirements for obtaining a Co. 8.No Loose Material Storage allowed in R.O.W. N 0 100 200 400 Boo _II 9.Neighbor Notification:For all excavation,the Contractor must comply with 0 - Scale:1"=200' neighbor notification requirements per Section 3307 of the 2003 International % Building Code(IBC) C 10 0 w ACENEED V 06/26/-2018 ASPEN BUILDING DEPARTMENT PROPERTY LINE EXISTING CONTOUR WOODY CREEK PROPOSED CONTOUR ENGINEERING WOODY CREEK ENGINEERING,LLC P.O.BOX 575 WOODY CREEK,COLORADO 81656 (P):970-429-8297 W OODYCREEKENGIN EERING.COM PB:1.1 AREA:1661 SF P6:1.3 AREA:128 SF 1810 PB:1.2 AREA:430 SF J PB: 4 \ I A A:121 Sh Reviewed by Engineering "Poo l/^F- P...0....`.;N`- 07/03/2018 3:40:51 PM .��.°,yaOA 4.R�;SFO "It should be known that this review shall not ° -=4/30/2018 "' PB.z 9 relieve the applicant of their responsibility to 42 :: AREA:827 SF PB.1.5 comply with the requirements of the City of . AREA:736 SF - . ' . Aspen.The review and approval by the City is EB:1 offered only to assist the applicant's I1 - `rS/ONAISG`'' AREA:5059.8 SF understanding of the applicable Engineering " requirements."The issuance of a permit based on construction documents and other data shall not prevent the City of Aspen from requiring the correction of errors in the construction documents and other data. i V PB:3 — AREA:2635 SF PB:1.6 AREA:317 SF PB:1.7 AREA'.70 SF EB:2 — AREA:5693.0 SF PB:WW1 AREA:42 SF W N- CO PB:2.8 CO AREA:305 SF Q CO PB:2.1 AREA:1090 SF O o //�� 0 v �/ , Z N w > LL 0 11 Cr) o Q W > 7 W 0 Q �/ / Et W 0 a N K PB:2.7 W '— AREA:760 SF CK 0 0 o PB:2.2 N AREA:363 SF O ILI W 0 0 O > iiiiCt \\`\\`\`V/ CV") U o U C co O ip•iir Q w H 4/29/2018 DATE OF PUBLICATION U Z 12/5/2017 PERMIT w Y 111001 4/30/2018 COA R1 COMMENTS w 0 SF 9- U 0 0 O CC 7999 7999 Y CD Z W Y 7999 U X 0 0 0 CC 7999 X 0 BASINS o CC 0 N 0 0 0 5 0 20 40 C200 �► ��c�y�. cn Scale:1"=10' RECENED G U 06/26/-2018 ASPEN BUILDING DEPARTMENT PROPERTY LINE WOODY CREEK ENGINEERING WOODY CREEK ENGINEERING,LLC ELEV:7999.58 P.O.BOX 575 INLET-1 WOODY CREEK,COLORADO 81656 6"GRATE P:970-429-8297 RIM:8000.2. �>I SUMP:2.0" ___ WOODYCREEKENGINEERING.COM INV OUT:7999.43 6"PVC ���+�i ____- /1 I d _ _ ELEV:8005.49 ,moo..- (I� �� �� EXISTING CONTOUR ..;•.40.=. �: ��ti.�!�• p: PROPOSED CONTOUR �; _�ii ...4,1 /lr , . �1���e!„.„.04:1/w.v'wrifl'' or- ��' SPOT ELEVATION XX.XX �� M � --' +' \ .��� CONC. = CONCRETE \ , //// !!, / ,,,�I�; -050 �� c„, ) HP = HIGH POINT 1 p r ti ,� Fi 8001.18-\ \° l�/ ,,� ocK DRAIN NO.i TD =TRENCH DRAIN MAI HbX: 8001.37 y. SCREENED�s GRAVEL eq$3.54 TC COLLECT TOW=TOP OF WALL 27.83'sf 6"PVC@200% II1 `,4# ° 18b0187 0k7 TOPPED RUNOFWITHFREE DRAINING Reviewed by Engineering BW=BOTTOM OF WALL °° I ++f-++ DECORATIVE ROCK. INLET-2 S,. , 1 Al,`''' ♦ '� 8002.00 *1 ++ 3EE LANDSCAPE PLAN. 07/03/2018 3:40:57 PM ,,.,.,,,,,,, -2,0% I- `' � "It should be known that this review shall not UTILITY SERVICE .''�p00 Lice-- RIM.8001.19 •_j III - O 4 �+,+z.00 A relieve the applicant of their responsibility to �A 4••'• s SUMP:2.0" f I �i�l Pp P tY i o°:a5� R�o•`�= INV IN:7998876"PVC i 1\ oa IRO �� t, comply with the requirements of the City of = E=ELECTRIC F• • INV OUT:7998.87 6"PVC r '' s+ �001.29 5� ' 4/30/2018 +` •? �I I aool.zs N Aspen.The review and approval by the City is U G=UNDERGROUND GAS ! 427; 8001.79 , ' I offered only to assist the applicant's `• 8001.91 i I I b..- - understanding of the applicable Engineering SS=SANITARY SEWER 1-_�T .._ °�"''A0 ili ■© requirements."The issuance of a permit based ' S3/ONAI ,'' �' ' ems_ I on construction documents and other data shall W=WATER TOW:8004 4r7 1 r I cool a ■ BW:8002 1 ,= a;I I not prevent the City of Aspen from requiring the - 1 correction of errors in the construction Te I=PHONE LINE zoir r I 23.21'of 6"PVC @ 2.00% r 3 >5 -- - 1 documents and other data. "1.82 � I, r \ 11111 Cable=CABLE LINE iiiiiik AM TOW:8004 ` __ �� BW:8002 ,: 0 8002.00 .. �� 6'GRATE WALKWAY o 1 -•001.88 0 •IM:8001.15 I1�12.94'of4"PVC( 5.02% SUMP: BUILDING 19.35'of 6"PVC @2.00% =_a �� INV K DRAIN N .2 PVC III�0 ROCK DRAIN NO.2 �. ,"" I 'I,� 111 M SCREENED''%"GRAVEL TOCOLLECTWALL ,5 + I + SNOWMELT WATER, I 5.23'of 4"PVC @ 6.00% I 4 F f .f, .. TOPPED WITH FREE DRAINING INLET-3 DECORATIVE ROCK. 9"GRATE 1 ,t3/41 ''4.AK* -I-�y SEE LANDSCAPE PLAN. RIM:8001.75 - - i SUMP:2.0" 3.4% _ ' I G GAS METER W TIE RAINS ROOFPI . r J,,,+,+ ,'� O INV IN:8000.72 4"PVC DRAINS TO PIPER I a 6"GRATE 17.61'of 6"PVC @2.00% _ ' � � •IM:8001.81 a O q BACKFLOW PREVENTER -1 SUMP:I001 8 (.� w TOW:8004 • C 8002.00 I __..,..I INV IN:7999.704"PVC o BW:8001.8 I `- W AND YARD HYDRANT z CT 8002.00 { I -30.08'of 4"PVC @ 5.28% w 80 2.00 i a 9002.0o anoz.on E ELECTRIC METER Q 4IIIhhhlIII Ct 8.34'of 6"PVC @ 2.00% - r �� W W a ;• l� �L87 �� z1.87'Dfa"PVC @5.31% DOWNSPOUT (DS) 0 o�- P1PgG l� it L - •' . INLET p a1 , 8001.81 - 8001�L 8001.85 -, -� 1 o ,� - - I - o 27.68'of 6"PVC @ 2.00%^ �I�/ r �'¢ 11.68'of 6"PVC @2.00%ti ,s I ''I MI AFT DRVWFII I W5-9 2FTGRAVELANN LUSj I IIIII I TRENCH DRAIN (TD) > w Et- �Il CII 908199 �_ p 1 RIM 8001 14 - q//� s. • /� I Boo1 l..4--': NVIN:799695 S5 7. A 1` r� r' GUTTER (GU) M 7 I' Iv : +2 ail. - A«.. H x INLET-fi -.'lib"*' �vv .1. MATC - • -� 7 ELEV:8000.59 9"GRATE u/' - I +to. r aoou4a � PIPE 11/7/2017 DATE OF PUBLICATION wSUMP.RIM 0.00"" A ? -.' I TO' 12/5/2017 PERMIT INV IN:7997704"P TRANS +k V' IL 4/30/2018 COA R1 COMMENTS wFORMER . __ _ „�,_„rmli. ,I •,-,-%-,-, FOUNDATION DRAIN L:CL e;+ 7� 0 ELEV:7999.82 DRAINAGE' _5 O MOM PAN ENTRANCE----... "GRATE / ,-SLOPE MIN 2%TO NVERT IN:8000.02 Ir 7999 a '= VERT OUT.7999.95 RIM:8000.00 O •---- FLO_wLINE _ --- SUMP:2:0 DISCHARGE TO LEVEL w 7999 t INV IN:7996.89 4"PVC SPREADER 10 INV OUT:7996.89 4"PVC LEVEL SPREADER:3-IN DEPTH w INV OUT:7996.93 4"PVC OF 3/4 INCH TO 1 INCH WASHED c ROCK OR DECORATIVE ROCK. O FLOW PATHS WIDTH MINIMUM 3 INCH } 7999 O O GRADING ANDox 7999 d DRAINAGE o / N O I` C300 N 0 5 10 20 40 � � N Scale:1"=10' li'(ECEPIED V 06/26/2018 ASPEN BUILDING DEPARTMENT WOODY CREEK ENGINEERING WOODY CREEK ENGINEERING,LLC P.O.BOX 575 WOODY CREEK,COLORADO 81656 (P):970-429-8297 WOODYCREEKENGIN EERING.COM PIPE A PROFILE PIPE B PROFILE PIPE C PROFILE PIPE D PROFILE 8010 0+00.00 0+28,63 0+51.80 0+71.14 0+88.76 0+97.14 1+24.78 1+36.45 0+00.00 0+09.14 0+29.55 O+qP.31 0+53.81 0+00.00 0+13.63 0+43.65 0+65.52 8010 8010 8010 0+0..00 0+0..23 0+1:,43810 . IIIII , , 8008- 8008 - 8008 BOOB UA A �n 8005- EXISTING 8005- 8005 8005 Gam:OSN 8'''' 4/30/2018 F EXI ONO I 427: PROPOSEDEN�sE /. ,1 i �'1 , ' SS/O.`NAI• ,� IIIK EXISTING 8002- 1 8002 ittff Fs 8002 12.94'of 4"PVC @ 5.02% 6"GRATE\ 8002 27.83'88 6"PVC @ 2.00% II S M:8000 35 - \ SUMP:2.0" INV IN:7997.704 VC 23.21'of 6"PVC@2.00% 30.08'of 4"PVC@5.28 �� r % 9.23'of 4"PVC 01 C9 S PROPOSED -19.35'of 6"PVC@2.00% @ rn m Q=0.201CFS m S000 Soccr.-- S000 ii�' 1� 8300 •yam �I� °= 1k10.10'of 4"PVC @-28.01.� Q=1.069CFS _9.08'of 4"PVC@-2.00% ���I6""GRATE � INLET-7 '''�i� W N-RIM800119 61M:001E:1 '�j7998- SUMP 2 0 7998 SI IMF"2 C" 'I _ Q OINV IN:7998.87 6'PVC -� 7998 !" INV IV:79E9.704"PVC ��I 7998 IIII INV OUT:7998.87 6"PVC (� w INLET-8 STA:0+19.40 //A�� o 6" 1 6"GRATE ELEV:7996.95 ELEV:7996.93 ! 1 Z 0 6"GRATE ELEV:7996.72 ELEV:7996.69 RIM:8001.15 v, Ix "IM:8000.26 L1J SUMP:2.0" SUMP:2.0" NV OUT:79991.43 6"PVC 17.61'of 6"PVC @ 2.00% INV OUT:8dD0.3E 4"PVC a ly o 8.34'of 6"IVC@2.00%I 21.87'of 4"PVC @5.31�. Q n 7995 - 7995 - 7995 - 7995 W Q 27.68'of6"PVC @2.00% \ > % 19.42'of-4"PVC @2.00°i- IIII / a 11.68'of 6"PVC @ 2.00°. 11.79'of 4"PVC @-2.00% N /� �_ o w 0 6NGRATE Il..r` ce 10.28'of 4"PVC @-2.00% RIM 8000.00 SUM 7992 I NV IN:7996.94P:PVC 7992 - - 7992 of 7992- INV OU-:7996.89 4"PVC IN`/OU-:7996.9:4"PVC CD LLi o CD - / III CO 0 ll O O CV) 7990 7990 7990 �- -0+0200 0+25 0+50 0+75 1+00 1+25 1+36 0- -0+0200 0+25 03591 -0..0E00 0+25 0+50 0+66 _O+OP00 0+19 4/29/2018 DATE OF PUBLICATION 0 z Station w Station Station Station 12/5/2017 PERMIT Y 4/30/2018 COA R1 COMMENTS 1_,, o- O } 0 O O - O z Reviewed by Engineering w Y 07/03/2018 3:41:06 PM w ly "It should be known that this review shall not o relieve the applicant of their responsibility to 0 comply with the requirements of the City of o Aspen.The review and approval by the City is offered only to assist the applicant's `G understanding of the applicable Engineering o requirements."The issuance of a permit based PROFILES m on construction documents and other data shall 00 not prevent the City of Aspen from requiring the I i correction of errors in the construction J o documents and other data. C400EcENED O 06/26/2018 ASPEN BUILDING DEPARTMENT We put water in Its Glace ®NDS „-NDS' ig NUS' Silt Fence(SF) SC-1 Vehicle Tracking Control(VTC) SM-4 GRATES:STANDARD,DECORATIVE&METAL GRATES:STANDARD,DECORATIVE&METAL/SPEE-O®BASINS ODRA SLOPE'"'TRENCH DRAIN ...SLOPED DURA SLOPE.'"TRENCH DRAIN en6-6LOPED J iniE 40 Square Grates SquareGrates(oontlnued) Acoeesoras Standard Grates ro E: . w SF ®�®®®®® ®®®� ®®®®®� ® ® WOODY CREEK Q I a y.� k ,..�„v„. :' ""- '" o..C..., ,a.,. w ". ._ T m��w ENGINEERING -.DLL ® —®® m S -®®i!® o o _, ",. a e s• a.,„ 10. 3>ytba _ m WOODY CREEK ENGINEERING,LLC Ts'� ,�P„... .P ®®®®®®® P.O.BOX 575 .r,rnr o ` i °d°"• rom'FF.' .m p , ' ®® ® ,,�,,,, ,,,„ '" WOODY REEK,COLORADO 81856 v—• u. Ward �• ,.a. ®,.„,.m ..,. ®®® n — ,u "' .x � „ea w�„ P:970-429-8297 .�:.,TOTE Lw�.oamDL .a wu ZDD.,xe,,.. { _ .„ ,".. u e Iron Tame SLT FENCE " '°'"""° �" ®©®®®® '"'""'"" it -�� D c[I x WOODVCREEKENGINEERING.COM t .o:rs,w.ow.. CA= a., ;* .® •.a,.m o-w.H".m�..,.«ma .,mwrsm m.,xo vPs •`•r. „ } MillIMEMBEIME r,.xmx.rso re ca,.<,m ambr SFrTION A rain ®®i—®®®® h I cd. • ",.,..,.. m.,.a«„v, "" ,. mo MEx"ww „" moo- . w,.ma,»x,x,xo o" RECTIDN A I.—, ®® _ SF I.SILT FENCE VT:-1 AGGRFGATE VEHICI E TRACKING CONTRM �I .....man„~ "" �� , !a&4 „�".Mm. 1-^ '� ::,,'., ilm 810 a no...,xw,xo,o umw sio,w Dr ge ,aa m.,,ovvomi„S sPa —n'ID uw„s,.„,u.,,..v.L',r<,.•u.,,vu dw,.l _ forntleoa ,detail dram„ and,ns=sNme,.w,ndspro.eo111 av va product Catalog 2016/2017 .s Product CataIeg 2016/2017 m Product Catalog 2016/2017 9pecs 11 p DRYWELL DETAIL 0.25 Reviewed by Engineering GGRIADE: 88001 001.39 07/03/2018 3:41:15 PM .d'0•yiAo^nq sFoo` "It should be known that this review shall not ....o:o 0 Mum relieve the applicant of their responsibility to :'4/30/2018 o } comply with the requirements of the City of ` 427• 2.00 2.00 Aspen.The review and approval by the City is - ',I. O offered only assist ce Engineering - S :., e.'''' understanding of the applicable Engineering 3/oNA� OUTLET o requirements."The issuance of a permit based 6IN PVC IE:8000.02 on construction documents and other data shall not prevent the City of Aspen from requiring the I correction of errors in the construction documents and other data. _ t •0 0 0 5.00 PIPE A 6IN PVC PIPE B TIN STEEL j` ,�j �fyj IE7996.72 4IN PVC PERFORATED 1 0 IE:79C 69 PIPE COVERED IN T MIRADI FABRIC SOCK .00 x— BIN THICK PRECAST CONCRETE � `. w LID SECTION WITH RUST 4 4 r RESISTANT ACCESS HATCH WITH 0 67 QCO LIFTING HANDLES o 6 o ��2.00 o LEVEL S CD PREADER DETAIL 0 241N STANDARD 1 0 MANHOLE CAST MINIMUM GRAVEL Z CO IROM D C AND oV SOLID COVER 2 00 DIAMETER: IN. w 1 > • • _•O•( 70 o o 1IN DIAMETER PERC.HOLES �, /�o�o NATIVE SOIL -Q —Q po Q I_ /L /. 1 / I 1, „ MIN.6IN. . , ■ Q O W % LLI Q 0.52 6.00 —b.5 MIN.2 FT.LENGTH w o 1 LLJ > o F 0 U) o CC 5.14 0 Ilio I M w 0, O co , w 4/29/2018 DATE OF PUBLICATION Z 12/5/2017 PERMIT w 4/30/2018 COA R1 COMMENTS Lw, CC U 0 O O 3 O Z UG_ > 0 OO DETAILS d2 tN 0 0 C500E/E p 111E 06/26/2018 ASPEN BUILDING DEPARTMENT PROPERTY LINE WOODY CREEK C EXISTING TREE ENGINEERING REMOVED WOODY CREEK ENGINEERING,LLC P.O.BOX 575 WOODY CREEK,COLORADO 81656 EXISTING TREE KEPT P).9704298297 \ I WOODYCREEKENGINEERING.COM !�mn._ Ailk .� _ EXISTING CONTOUR lv 1r ��s ,..0, , ,,, ®/ i1iw"St ali / __� PROPOSED CONTOUR � 1 � �,7- t ,,,, ��,�\ SPOT ELEVATION XX.XX 810 . �� �'��n� / CONC. = CONCRETE 11 p 1 it R HP = HIGH POINT i `t f TD —TRENCH DRAIN t TOW=TOP OF WALL i rl---", BW=BOTTOM OF WALL IQ, rr I UTILITY SERVICE ,�ow,�o,AicFNs III/ — — — E=ELECTRIC ;°.'S� 4%::Fo II SS SS 5 SS SS - '�a427;_6 m UG=UNDERGROUND GAS t 427:: ABANDON EXISTING ' I V WATER SERVICE . 'J (�I�1� PER COA SS=SANITARY SEWER r,: + _ � \►\P\ 11 - I STANDARDS W=WATER I ---SS/ONAIE�G\''' 1--+ W W w NEW SERVICE:2-IN DIAMETER TYPE-K CT=CABLE, PHONE - .�,,.�r'a�_ WATER SERVICE COPPER. MINIMUM F '' I '; ' SEPARATION 10-FT[..... I... __ c • ) ( • FROM SANITARY - SERVICE. WALKWAY \ _� I FOUNDATION D R AI N DRYWELL 717 n 48"DIAMETER GRADE: 0 BUILDING M RIM:8001.50 INVERT 7987.20 BOTTOM:7986.50(15-FT DEPTH) I WALL , - ALTERNATING TWO PUMP SYSTEM ++ 15.75 FT ZOELLEL MODEL 76 OR APPROVED EQUAL + PUMP FLOAT:7988.33(HIGH WATER LEVEL FROM SOILS REPORT) �.�.1 PUMP FLOAT:7988.40 I `%.'ele,::031 I- CONNECT TO 2-IN FORCE MAIN G GAS METER W �. 1 FORCE MAIN DISCHARGE TO SHALLOW MANHOLE. GO 2-IN FORCE MAIN Q 3 li BACKFLOW PREVENTEROv oG IL 1. 1 - 1 ' W AND YARD HYDRANT Iz E ELECTRIC METER Q 1 SHALLOW INJECTION DRYWELL LI in n I 48"DIAMETER S RIM:8001.52 > % / 1 INVERT IN:7996.50 2"FM DOWNSPOUT (OS) > o e BOTTOM:7995.52(6-FT DEPTH) N 12. -- INLET w > Ilr� �1/ o III LJ_ l^ 7'sfr----i ilr CS 1 . -- TRENCH DRAIN TD Q w 'IIIIo . o 777���III Yuu r� GUTTER (GU) cc'' w c ® PIPE Z 4' 4/29/2018 DATE OF PUBLICATION B- ©T 12/5/2017 PERMIT m T Ns 4/30/2018 COA R1 COMMENTS w 1 . FORMER _ �- ''''''''''' ����������4' FOUNDATION DRAIN r .:_�.... ae-oc-. 0 O of 3 -ae- • Z 999 W w Reviewed by Engineering E r 7999 07/03/2018 3:41:19 PM o "It should be known that this review shall not 3 relieve the applicant of their responsibility to comply with the requirements of the City of o 7999 Aspen.The review and approval by the City is UTILITIES m offered only to assist the applicant's 0 understanding of the applicable Engineering i requirements."The issuance of a permit based s on construction documents and other data shall N o not prevent the City of Aspen from requiring the �� N correction of errors in the construction 0 5 10 20 40 �_� O 0 documents and other data. Scale:1"=10' - I ECE1 ED V 06/26/2018 ASPEN BUILDING DEPARTMENT �Pr.. .DA��RD.aO MOOD n WOODY CREEK MAWMAI4 VOLGAB OP Ca1MPEJEFOE U E csraocrAS 5 0015 MIN 20'Lasno NOW KO ,„„,,,j'' ,,,ttt PLACE BOX AT AND ACCESSIBLE POINT F?r/AG I�T7CAM 7tRUST BLOCK/N CG!YOS ENGINEERING END OF P/PE AT OR NUR THE PROPERTY LINE PROPERLY -A7AGLE 2•+- LINEAIL PTTTMGS TO LLSE RRi6raoaCS PIPE S/� //-//47 22-//T7 457 o FINISH CRIME . E.I.r STw1NrAW LUGS 1 4" 0.2 0.3 05 ra' ELEV.. '.WTI LID 1/2.BELOW 6" 0.3 06 I/ } CORPORAIMN SLOP „LA "O.4 SOLID BARE •"� FLIAL GRADE B" O.5 /.O /.7 PROVIDE T£LnaOe WFi1[YMFi.�OP®.TP �IIIII I� DEAD END ,AYE AMEL.ER COPPER THAW INRE EXTENSION TYPE COMB0 .196 MD PPE rot£GOATED AM WPA48t "Aill'X coIPRESSON8 BRAZE OR CLAMP to // BOX/ARCH PATrzxN /o^ ae /.4vWOODY CREEK ENGINEERING,LLC wD U CORP.STOP-RUO]DA, SASE I•UDR .W1Bva0lLl»SA]P/2'•41r P.O.BOX 575 )}/-� ]OP OF CURB BOX SECINM;PENTAGON AS SPEC/fTED \ OF TCt LD , t LR/B(/RON // REQ PLUG. I 1/EA A URGER REQUIRES URGER 24 a } WOODY CREEK,COLORADO 81856 ON UNDISTURBED EARTH L7 ...' ~ STANDARDS+ IBA y E W AN TAR.. 1i S/�\ .WAX.Tuels/taa-Tr TO. (P):970-429-8297 s PUCE 1/1 CU.FT.OF USE TAELEEE3OWRO BIDE mausraoat T 9)RM.M.LCEbt)rTAVA.W �DIJSS IW.4 n TYPE K COPPER • r✓AVE.OINO Box j �e 1 _/ STRAP WOODVCREEKENGINEERING.COM `5't ,: "`YE' BusERy CYTY Lr.ISPIFIV IMRR L1FT111A[M F,! SEE TABLEFOR ISE.N6 oR CAP. NOTE ALL DER.ARE sUBIECT Tn CH.. '� TO oa A O • 'T •0i...t • 8ASED ON CURRENT GONSTRUCT.I lr'dM/OVES 1 ��•Q• CURB STOP FELD C.O..AND SM CONgPIMS 4 SECTION GATE VALVE LAY COPPER AT UNFURL ®� VALVE Ea PE B CRY O ASPEN RE ER£S HE FKHr 0 CHANGE u a ws o USE {A6rsoas nsr d y 40 SLOPE PAST GOOSENECK �oMPRESSION TYPE OR MODIFY CITY AS EN IS Arm a ACTED PRDR .cEvrRApvTAro,tEGAL465aPEGYfAL \14 4 '� WANs•M'- CONCR a �� BRICK ro USE OF.SEQWRHMnnGa OF ASP.CONS. ro A 1,� FOR ALL EPDXY COATED TAPS ON A.. LINES PROVIDE SS DOUBLE 1\\//�//,\ STRAP EPDXY C041E0 SERVICE E(Nor SF/oWN' AI/`/`// LT•0.0 AV/SS BOLTS /','1,��JJ/`Gy� so µ „\ aWYxPO 4; TYP. WATER SERVICE DETAIL AL HOE aI6TRNGTIMI NO \ \� 90', 45, 22.5; OR 11.25' _ C.aRE7(2 u)OR BOLT IN Purr EERIE.ALL BOTTOM I I'I F 1�/l\' O TEE ELBOW, HORIZONTAL OR HALVE wX COVET MARKED WATER SECT.DARREL SECT..rz,.5.4 GRADE.05 AND ADP Q.V. carDRETE KDKaocxs BOTTOM OF VERT/CAL `I/2 T/2• 2 eaL.wFxL�nTHnv as-of LwvHOLe cuss l ArxwmaTE OR•wTnc.wTERLaes xnH LESS nxN i-S. A. � ETT 9.162,oar wnMAAAL4 O B FAEAREA ASS OPM]HZ WTA�a5 4� 11 Lxr/w uADncv.eW3AS LWTMnoWnwaro TT4xsr. MMMV ON SOUARE FEEL)SURFACE R.I.ARE • �'i�■II,��\OP S MESH AND 11 COURSE RSEIT RING S P.M.(1 COP. RNA S 12 E U17 0 WIRE.RD..W.2 COURSES \� "' ' P ''-; `M4 GRADE ADJUSMENT AS FOLOWS ORUIER DAN.OR EQUAL TO.1 FOOT,CONCRETE BARREL SEC.. G�e'Va.MIK PRESSURE-150 PSI MIK RPES..-2w PSI IIli LESS THAN 1 FOOT,CONO.TE OR NETAL MOE RAN. PO. I.OR TEE OR f� I' 1�W S RIMS.CRAW AS FOLLOWS WITH ASPHALT OR CONCRETE ROI01 MS FLUEYt W.BASE COURSE IN* BENDS DEAD ETD BENDS D0AD END 71 BELOW P 8£1�[RAOE SURFACE OR olevrYSSL-J eaow CMG£. "/22-72 25 w 5-7/0 22-1/2 05 w I FABDRIED METAL YEW ^' 0 VERTICAL THRUST BLOCK DETAIL a00 L25 250 4.50 125 1.00 1.5 Sw Sw 4w THREE PIEL'E I • ON.RANG tr NTS B' A PIE _ NEENAH R-175E-E B' l.W 225 .5 nw Sw 1.25 275 Sw 9.50 575VALVE BOX j • FROST RETARDANT LID 7'MIN. I I 6 v 50.AZ 40 a OR EQWL I......., 12- 225 475 D.00 1575 r200 275 550 N.00 taw .00 /2 MAX USE SOUO B' I I 2-SOU0RE NUT GL /■I Gq'/T IN LAME. �'' p0 LIVE 0.11 113.METAL GOVRIND PER 97.DP MIER Mw/ ;'�pQ` N IA' 2.15 525 WO ID.w law 125 aw IT.TS 2550 IAw ,yryOP�ROYAL I I ♦ 9�1 OISA low, / ` 9 V:'`UA A•"••.'rF lD• • A lam) ��g ,hP�' i o�,�p`+� R/c�;. i Te Jw ADD 15w 2475 20.50 425 Rw law .m50 2475 "lufJ,w,p,4 MI � of Mmu^s°oa Fair /i �\ o' 4/30/2018 ; 1e' 4w nw !nw .nw znw ass raw 2075 MCP m.w % \DING AS REDWFED \\ GSA0F�P t 427NOTES 1. ALL BfN0.5 AND FnIM55 SH4L MANE MEG LUGS'M'ADORWN ro �/��� BP,DKDONE JPRECAST H.JMCl \\ MOTER J .‘3...4--/ tl' .�t �OroM. Ic 10.4.0 5 INCWANG RIG.WIRi RE RODS \ - PRECAST MANHOLE I N SIZE x I'IfE /~ 1'- f ••• �1G\ 2. ALL DOUBLE BENDS SHNI HAW MESA LUGS'DEMON UCH BETA AND \\\\\ „ \\\\\\ Ww � an 2 PIPE ; I ®� w/s"LEG UERIICAC S/pNA�.",,,,,; [FRCM AS REV(MRED 1p TTK wNNEDIBD sPoaL A�av AN 1e-roor LET ml r PPE EncH war . .•,••FROM TIP w-Af 11/01 4:4/1 WIN LINESIZE x 4'7 WITH I:L. \. / TAP FAR IXWBYLARMI AW/YAC S PRDItlE POLY-ARM 90N0-APFAKEP'BETWEEN ON ANO COINHEIE. GD WELD ALLOMAN. COMANIIKM'AWNACIMLYEYER]NXL AND}'TAPED CR.INSTAL 1'PA%A x HAL4. ALL BENDS H MOS,AND R61RNM SYSTEMS SHALL MEET MUM STANDARDS DINTS AND PPI1C5 2•UNOY 2'G7£W KL A IV.1'DISCHARGE LIME \ /2 NPT LAP Xi \ iMO THE sour PFE55Uaf-Zw PS SAID PRESSURE-Jw PS/ • • CGWCR£1£ 1 I_ BE THREE. O'DILM ZED SYW.b STEEL ` ' MALREACTIONOP BOTH . .meter BLYIOS BLNaS RP. TEE OR TEE ORW4V£ i ��. DETAR-fRR'MTAAE SDMS OKY I2"x 12'FW w CO//T n•m ) WATER LIMES AT SAME ELEVATION 11-1/422-1/2 45 w R-,/4 22-1/2 45 w TYPICAL GATE VALVE 'El 4 %= . PLAN ADJACENT WATER LINES 6. w 1.75 Jw aw 450 w 2w 4w r25 500 ��� IN THE SAME TRENCH B. 1.50 .100 aw 11.00 7..75 1.75 Sw e.rs 1250 ADO N.r5. OF S/4•SC4ENED ROCK LOW PPE' f0' 225 4w ADO )aw 11.75 2M S2 10.25 ln]J ASH AGTLS NOTE PPE COVER AS SPECMED PLACE ROCK To AMOAIM OF PIPE IY' S23 aw 12w TS2J raw STJ rw I4J0 saw Ia75 - EAOOAW.. UM RI SE All LI NJ �R �OR �VED ELEVATIOND..DRAMS<D ,IDNRPOINT�R';F,�rroW,�a�DRAWINGS .R 14' 400 7..75 MOO 2500 MOO 450 aw 17.59 32.25 2500 -RO.A(6ASE 2.NO WMM GAa LAMM aRM EYPANS.WWI? W�"R`" COMBINATION AIR VALVE MANHOLE DETAIL �-ASNHALT 1B• aw raw raw Jaw saw 575 n.w szw a.w szw THE CON WACI RD EXTE ARur nuu BE REzoGRD Ar d25 /2w 2450 ]7K LYINIPACIORS EXPENSL IB' 42f5 SSw T.2J I4w 2aT5 J22J p.w S ALL POINTS AND PTIMGS TO BE CAD W£[OED N.T.S. CONCRETE THRUST RESTRAINT DETAILS CONTRACTOR ro DEFLECT JOINTS S O M DRAIN I I CO As REWIRED TO MAINTAIN SEPAmAIB' ■ NM 4 a4 LOW PINTS TIOIAL F.-1a•.w,.- AS MO SMELT DREADED AS IMAM AD MN 0 eE j J_ 0 0 YdIY WARRUNE AIHW FOR WAIE0LME CI OPEN FIELD IN STREET (SEE&SWAT.SECTION BELOW) U W -EPLACE BIKE.CUTS PER ASPEN .Its: ROAD GMT REQUIREMENTS ELEVATION z BEE C.DRAWING END 210-T , 1=i= ". WATERLINE/CULVER 1 IT CROSSING W >UYSTRIC DIRT ORSELL FACE �RHP50/L AREA EXIST ASPHALT 10 BE NO SCALE - nn ASPHALT SEW CUT PULL LOVA TYP. O B LLr^ CTC OVERLAP I FIANLf O THREE gEDE E 7.0' v J \y". raffia .::3-4x t, I�. HALADLVE BOE O551 AND o /\ ;BENCH AL ASPHALT ,BALE • M'TDP O'PPFJS'� i1I CUSS c PER•TRENCH CROSS SECTION' ■ V TRENCH AL AS ELN. (OGLED A[)nrts MSYXADON W TRENCH TD BE \\// a ^" . \ AGGRETTE BASE ASPHALT ZONE BURY UM CURB tr GUTTED ,i W \ Q I. , COURSE GLASS B ExTER60NLS7 /BRACED OR SHEETED EX BLLION(s) N W N PULS. 6'fLWW NON- E ATWE SAMY OF THE 4ORKKMAN NECESSARY FOR ROADWAY FABRIC WERE IN'CO,NTA DVE EVE I INSULATION SECTION N PROTECTION OF , \ CONCRETE Q K OTHER MINES. ; i '�J PIPE MINIMUM MAXIMUM PRO)ECl GRAIN NO SG \/Q / DIAMETER WIDTH WIDTH -�\ `'� SEE T%J' e .B z-B WRAP�Om r BRCKS -�u W .. REPLACE WIN C_DwUSE /�/� O 15 2•0 J"-0" W/PLIER FAd?/C _ - ®Mm , / �ImE JALLoxEn O ./J O "III 1 I IW )8 2'-B 4'-0' TO KEEP RNES (�_,� SLEEVE COUPLE. /JVO LNL O ,2N 4.41 I/1,\ FILLER FABRIC WENCH W/0TH / 1' [` -/ ♦ `� O �.I �. OVER BEDDING UNOISIRUBED SOIL-y L -= `� W O rilifri •1• Ji 1 1,�. J/4'SCREENED ROCK REACTION �� •C ` BLOCK BLOCKS ,d Id O C / 1 2 I/�I,Y\ '�` - O CaTED RnaoansE ^/ W T6'N/N. I�__v IWiffil 1 2 CLOD.OF 1/2' PRONDE TWO J/1"COR-TEN SE£CdJCRETE E 0 I T- _=.-._.,...-.V-.l RE RODS EYE 75 tr NUTS ORAL AT ENGINEERS REQUEST "BLOCK Reviewed by Engineering CONODON 11:NEW wAIER A.BELOW EXIST.SLIVER MAW CO © O l) ASPHALT ZONE SHALL BE INSTALLED PER CITY OF ASPEN ROAD STANDARDS AND ROAD CUT NOTES:' /) ALL PLRNGS FROM WIN TO HYDRANT SHALL USE MET-LUGX ME-RODS AT ENGINEERS REQUEST), PERMIT AND THRUST BLOCKS.TEE TO BE MA X FLANGED GV TO BE FTANGED X MI 07/03/2018 3:41:28 PM HFAWLr �_ 0.102 1 Fla Jaen CO 2) HYDRANT,VALVE AND F/T1ING5 TO BE 250 P.S/.RAZED. "It should be known that this review shall not OR LEAN CCU.."D'L O ' � �� in J) ALL HYDANT ANTLO LEAD PTO B]O BE O D.I.P. UA0�.s'xER„I 1 2)BACKFTLL ZONE SHALL BE/MSRL.ED PER CITY OF APPEN ROAD STANDARDS AND APPLICABLE PERMNITS relieve the applicant of their responsibility to 4) HYDRANT LOT11oN TO BE PER COA FIRE OEPT.REQUIREMENTS FORCC DISTANCE FROM BACK OF CURB OR ODE OF SHOULDER TO FIRE HYDRANT comply with the requirements of the City of IExPOED av m» 4/29/2018 DATE OF PUBLICATION CD JJ BEDDING ZONE SHALL en;•SCREENED ROCK 415- w 4) COMPACTION RETIKRFAIENIS PER CITY OF ASPEN AND C DOT 5) MEULLER F/4E HYDRANTS TO BE USED Aspen.The review and approval by the City is USE .uEEx C«0ELI/,rs 6) CAD WELD ALL JOINTS AND PTTINOS . TYPE NOT ALLOWED O 4/30/2018 COA R1 COMMENTS 7) sWTVEL TEEWr BE L/SED offered only to assist the applicant's 1 •": understanding of the applicable Engineering CONOTLON 12 NEW WATER MAR LESS MAN III- E.T.SEWER MIN K requirements."The issuance of a permit based I)SEER LINE ro BE GG6Im0reo OF G6 Jaw of L-wO PIo, V WATER MAIN FIRE HYDRANT ASSEMBLY on construction documents and other data shall y)SI.SSIN",USE C 9 DL HOR.'R E 0:FOR - o TRENCH CROSS SECTION INSTALLATION DETAIL not prevent the City of Aspen from requiring the ON M1 R Mo oves ANo CRED.P S`it`ADO70542 RNDRM"05 o NT.s documents and other data.correction of errors in the construction WATER SEWER CROSSING i C V E w Number Revision Description By Date w CITY OF ASPEN ALL STANDARD DETAILS Laughlin Water DESIGN:coo Drawing Number: g DETAIL: ODD PROJECT NUMBER re - WATER DEPARTMENT WATER LINE EXTENSIONS FOR WATER LINES Engineers,Ltd. CHECK: coo ALLL DEVELOPMENT D-1 e"�",._..,,,, „m,EM DATE: JANUARY 25, 2010 } O O COA WATER DEPT DETAILS o u, 0 C 6 01,'(EC,ENED V 06/26/2018 ASPEN BUILDING DEPARTMENT PROPERTY LINE WOODY CREEK C EXISTING TREE ENGINEERING REMOVED WOODY CREEK ENGINEERING,LLC P.O.BOX 575 WOODY CREEK,COLORADO 81656 sed EXISTING TREE KEPT (PK 970-429-8297 \ S -5@-�� WOODYCREEKENGINEERING.COM ed lirilli ?xH,y, �I et �II Sed EXISTING CONTOUR ,....„.,,....._,,, 141- • L PROPOSED CONTOUR .�_.""' '���� �� �� �� SPOT ELEVATION XX.XX 2 ��� t , ) ���w -�`��� cID CONC. = CONCRETEJr-- 11111 �'I HP = HIGH POINT :i�� `� TD =TRENCH DRAIN ft TOW=TOP OF WALL , 0 BW=BOTTOM OF WALL UTILITY SERVICE ,,."R100"'' 7 •® \ = E=ELECTRIC ;'r.o'os�+uAA. c,,0 4/30/2018 UG=UNDERGROUND GAS (� 427' " • SS=SANITARY SEWER - ssioNm. i - W=WATER � V F 7 N Tel=PHONE LINE Igl — Cable=CABLE LINE w. a 1 . � a II WALKWAY 1 „,w, 1 ._ BUILDING I L. III , I WALL CO r I G GAS METER W O 3 , BACKFLOW PREVENTER • U w _ � o � W AND YARD HYDRANT z SEDIMENT FENCE E ELECTRIC METER L.L Q ��. ALONG PROP. _ a % 1 -. LINE w in DOWNSPOUT (DS) > o e _ o w INLET in o o Cs 1 w o T I I 1 I I I I TRENCH DRAIN (TD) 0 E W o © o v, `'' i� GUTTER (GU) N-- co M a CONCRETE-----. ~ WASHOUTco MUUMUU PIPE 4/29/2018 DATE OF PUBLICATION Ct SeaLd cs 1 Sed 12/5/2017 PERMIT TRANS\ 4/30/2018 COAR1 COMMENTS 1 FORMER TRACKING PAD I-Sed J�Sea _ o00000000o FOUNDATION DRAIN W \`( o 000000000 c O } -o� �I \ oE- O O ae� O • Z 7999 ', Reviewed by Engineering W �I W 07/03/2018 3:41:33 PM "It should be known that this review shall not 0 relieve the applicant of their responsibility to 0 7999 O comply with the requirements of the City of o Aspen.The review and approval by the City is offered only to assist the applicant's x understanding of the applicable Engineering EROSION AND SEDIMENT m 7999 requirements."The issuance of a permit based CONTROL o on construction documents and other data shall ct 0 not prevent the City of Aspen from requiring the - correction of errors in the construction N 0 documents and other data. �' C700 0 5 10 20 40 �_� ct N Scale:1"=10' ECEP1ED O 06/26/2018 ASPEN BUILDING DEPARTMENT PROPERTY LINE WOODY CREEK EXISTING TREE ENGINEERING REMOVED I— WOODY CREEK ENGINEERING,LLC J _----_ 1 P.O.BOX 575 ----__- WOODY CREEK,COLORADO 81656 EXISTING TREE KEPT P).970�298297 11 WOODYCREEKENGIN EERING.COM \ 1 k'I� /1 1 ��I� � _ EXISTING CONTOUR '�'��'�'�`; .'�\� �� I iI RCONTOUR ®, IBIP .����"���'� '���� '' � ���.041P'll'Al►�) POION XX.XX ��i� � �� �'�/� **�4�����_ ��� II O�; / . I,�, ,1 ,, ��_��t i.�1 OF WALL UTILITY SERVICE 1,o�pDO.LI.FN 1 E=ELECTRIC �p�,o..,\•9i:;...s;i '�I I 4427;.18' III UG=UNDERGROUND GAS f azr. Albs ►� �= SS=SANITARY SEWER :i• W=WATER ( s on1A.•?. Tel=PHONE LINE Al II Cable=CABLE LINE &T ,I r � _ 1 WALKWAY >_ FOUNDATION DRAIN DRYWELL \ �,� o„ _ 48"DIAMETER BUILDING ■ GRADE:8002.00 EA RIM:8001.50 INVERT IN:7987.20 �-�i , BOTTOM:7986.50(15-FT DEPTH) I WALL �l r� ALTERNATING TWO PUMP SYSTEM -'-'1'A 15.75 FT��1 ZOELLER MODEL 76 OR APPROVED EQUAL PUMP FLOAT:7988.33(HIGH WATER LEVEL FROM SOILS REPORT) �� PUMP FLOAT:7988.40 '1 CONNECT TO 2-IN FORCE MAIN G GAS METER C° 1 1\' FORCE MAIN DISCHARGE TO SHALLOW MANHOLE. CO CO 1 2-IN FORCE MAIN Q O 3 1 BACKFLOW PREVENTER _ U w ,`1 W AND YARD HYDRANT Iz i \I ('Ix L.:7;,.1 �/ w E ELECTRIC METER L.L Q o SHALLOW INJECTION DRYWELL LIJ p 48"DIAMETER in a 1 i • RIM:8001.52 > % I INVERT 995.52(6-TM DOWNSPOUT (DS) > o / BOTTOM:7995.52(6-FT DEPTH) Q 7, 1 1, �V1 w > 12 -- INLET p II o �(...� \ O w of pi 1 11 1 1 1 1 1 TRENCH DRAIN (TD) Q E 0 © 0 GUTTER (GU) r� c w muumuu PIPE 4/29/2018 DATE OF PUBLICATION CD Z 4/30/2018 COA R1 COMMENTS w TRANS • w FORMER FOUNDATION DRAIN U } oE—of O oE- ED • Z 999 W Y -\ Reviewed by Engineering 07/03/2018 3:41:38 PM r 7999 "It should be known that this review shall not o -_ relieve the applicant of their responsibility to o comply with the requirements of the City of Aspen.The review and approval by the City is 0 7999 offered only to assist the applicant's FOUNDATION DRAIN o understanding of the applicable Engineering lo requirements."The issuance of a permit based i on construction documents and other data shall N 9 0 not prevent the City o Aspen from truc requiringothe „ O 0- correction of errors in the construction I w documents and other data. 0 5 10 20 40 -I - Scale:1"=10' AECE1 ED V 06/26/2018 ASPEN BUILDING DEPARTMENT