HomeMy WebLinkAboutFile Documents.993 Moore Dr.0192.2019 (27).ARBKMaintenance Plan
Prepared for
993 Moore Drive, Aspen
P.O. Box 575
Woody Creek, Colorado 81656
970-309-7130
Prepared By
Josh Rice, P.E.
March 9, 2021
1. Introduction
The drainage system found at 993 Moore Drive collects all impervious runoff from the lot with yard drains,
patio drains, trench drains and driveway drains and directs the collected runoff to two Silva Cell Systems.
Appendix A, attached, provides a survey of the drainage components. As the system is described below,
portions of the survey have been enlarged and presented as Figures to depict drainage components locations.
2. Component Maintenance
2.1 Drains
There are eighteen area drains, two trench drains and two french drains onsite. At least annually, the
drain grates should be removed and any sediment, trash, and other debris should be removed. It may be
necessary to use a wet/dry vac to first pump the drains in order to adequately remove all accumulated sed-
iment. Figure 1, depicts the location of the drain located around the exterior of the house. French drains
should be jetted with high pressure water every 5-years.
2.2 Silva Cell Collection System
Two buried water collection systems are located on site. There is a system just north of the pool and a
system east of the house. Water is collected and routed to the Silva Cell Collection System by a series of
pipes and inverts. Every 5 years the inlet upstream of the Silva Cell System should be jetted with high
pressure water. After jetting the system, the system should be filled with water until water backs up into
the inlet. On the following day, the system should be filled again. Each filling of the system should take
a similar amount of time. If the second filling takes significantly less time to fill, the system should be
jetted a second time and the procedure performed again. If the filling times do not equalize, the system
may be clogged. If the system is clogged, the system should be excavated and the soil inside the Silva
Cell system shall be replaced.
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Figure 1. Area, Trench and French Drain Locations
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Date Drain Inspection Notes Silva Cell Notes
Appendix A
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As-Built Survey
#5 REBAR & CAPL.S. 29030 BEARSS03°48'51"W 0.47' FOUNDCOA GPS #14 BEARSN39°31'03"W 4255.75'#5 REBAR & CAPL.S. 19598 FOUNDCOA GPS #17 BEARSN84°27'17"W 2680.37'#5 REBAR & CAPL.S. 29030 FOUND#5 REBAR &CAP L.S. 29030FOUND TBMEL=8397.79'#5 REBAR & CAPL.S. 37972 FOUND#5 REBAR & CAPL.S. 37972 BEARSS02°58'49"W 0.35'FOUND#5 REBAR &CAP L.S. 20133FOUNDS 89°56'17" E 409.25'S 00°03'43" W 577.96'N 86°42'51" W 467.21'N 01°55'59" E 249.55'L1N 14°50'21" E 225.35'C1MOORE DRIVE30' R.O.W.MOORE DRIVE30' R.O.W.20' PRIVATE SKITRAIL & PRIVATESUMMER TRAILPER PLAT BK 45 PG 81ZOOM FLUME TRAILZOOM FLUME TRAILS 02°17'02" W 183.48'S 78°17'09" W 165.40'N 01°55'59" E 183.76'N 78°17'09" E 86.83'N 78°17'09" E34.56'S 11°42'51" E 23.48'LOT 7 - BLOCK G933 MOORE DRIVE253,379.55 SQ. FT.5.82 ACRES ±LINE TABLELINE #L1BEARINGN20°40'44"WDISTANCE30.00SEE SHEET 2 FORAS-BUILT DETAILS18.4'26.2'12.0'24.3'56.1'7.8'10.7'15.7'23.0'15.0'4.3'49.1'21.4'7.7'11.1'25.9'3.9'10.7'2.5'4.3'4.7'52.8'9.5'14.5'13.2'3.3'16.1'32.8'50.7'ELECTRICTRANSFORMER& ELECTRICPEDESTALSSEWERMANHOLE295.2242.16C2
CURVE TABLECURVE #C1C2ARC LENGTH56.8150.74RADIUS130.00160.00DELTA ANGLE25°02'19"18°10'17"CHORD BEARINGN02°19'12"EN51°17'41"ECHORD LENGTH56.3650.53181.646.53.6'0.7'2.4'ICVCOEE10' SKI & UTILITYEASEMENT PERREC. NO. 52775220.010.011'X13' UTILITYEASEMENT REC.NO. 527752ROAD EASEMENTPER REC. NO. 52775210' UTILITY EASEMENTPER REC. NO. 42046510' UTILITYEASEMENTPER REC. NO.420465BUILDINGENVELOPEBASIS OF BEARINGS 10' UTILITYEASEMENT PERREC. NO. 420465LOT 5LOT 6LOT 8C.O.A.OPEN SPACE AREA 7NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTIONBASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRSTDISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT INTHIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THECERTIFICATION SHOWN HEREON.ByNO.DateProject NO.RevisionDrawn By:Checked By:Date:Computer File:P.O. Box 1746Rifle, CO 81650Phone (970) 625-1954Fax (970) 579-7150www.peaksurveyinginc.comSNWEPeak Surveying, Inc.Est. 2007180661 OF 2LH ASPEN, LLC.CITY OF ASPEN, COLORADOAS-BUILT SURVEYLOT 7, BLK G, MOORE FAMILY PUD993 MOORE DRIVEJGJRNMARCH 09, 2021066-ASBUILT030306012015SUBJECTPROPERTYVICINITY MAPSCALE: 1" = 2000'NESW0306090120150180210240270300330P e ak
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urveying, Inc.AS-BUILT SURVEYLOT 7, BLOCK G, THE MOORE FAMILY PUD, A PLANNED UNIT DEVELOPMENT ACCORDING TO THE PLAT THEREOF RECORDED AUGUST 10, 1998 IN PLAT BOOK 45 AT PAGE 81AND THE THIRD AMENDED FINAL PLAT OF LOT 7, BLOCK G RECORDED DECEMBER 19, 2017 IN PLAT BOOK 120 AT PAGE 72CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADOPROPERTY DESCRIPTIONLOT 7, BLOCK G, THE MOORE FAMILY PUD, A PLANNED UNIT DEVELOPMENT ACCORDING TOTHE PLAT THEREOF RECORDED AUGUST 10, 1998 IN PLAT BOOK 45 AT PAGE 81 AND THE THIRDAMENDED FINAL PLAT OF LOT 7, BLOCK G RECORDED DECEMBER 19, 2017 IN PLAT BOOK 120 ATPAGE 72, CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO..NOTES:1) THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS, BUILDINGSETBACKS AND EASEMENTS OF RECORD, OR IN PLACE. THIS SURVEY WAS PREPARED WITHOUTTHE BENEFIT OF A TITLE COMMITMENT THEREFORE, EXCEPTIONS TO TITLE THAT MAY AFFECTTHE SUBJECT PROPERTY HAVE NOT BEEN RESEARCHED BY PEAK SURVEYING, INC.2) THE DATE OF THIS SURVEY WAS NOVEMBER 17, DECEMBER 04, 2020, JANUARY 15, ANDFEBRUARY 24, 2021.3) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF S01°55'59"W BETWEEN THEWESTERLY ANGLE POINT OF LOT 7, BLOCK G, A #5 REBAR AND CAP P.L.S. #29030 FOUND INPLACE AND THE SOUTHWESTERLY CORNER OF LOT 7, BLOCK G, A #5 REBAR & CAP P.L.S. #29030FOUND IN PLACE.4) UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S. SURVEY FEET.5) THIS SURVEY IS BASED ON THE MOORE FAMILY P.U.D. FINAL PLAT RECORDED AUGUST 10,1998 ON PLAT BOOK 45 AT PAGE 81 AND THE THIRD AMENDED FINAL PLAT OF LOT 7, BLOCK GRECORDED DECEMBER 19, 2017 IN PLAT BOOK 120 AT PAGE 72 IN THE PITKIN COUNTY CLERKAND RECORDER'S OFFICE AND CORNERS FOUND IN PLACE.6) ELEVATIONS ARE BASED ON AN ELEVATION PROVIDED BY OTHERS OF 8391.79' ON WESTERLYANGLE POINT OF LOT 7, BLOCK G AS SHOWN. CONTOUR INTERVAL EQUALS 1 FOOT.7) THERE WAS APPROXIMATELY 30" OF SNOW AND ICE ON THE GROUND AT THE TIME OFSURVEY.AS-BUILT SURVEY CERTIFICATION STATEMENT:I, THE UNDERSIGNED REGISTERED LAND SURVEYOR, HEREBY CERTIFY THAT THE ELEVATIONS,GRADING AND DRAINAGE FEATURES SHOWN ON THE PROPERTY DESCRIBED AS: LOT 7, BLOCKG, THE MOORE FAMILY PUD, A PLANNED UNIT DEVELOPMENT ACCORDING TO THE PLATTHEREOF RECORDED AUGUST 10, 1998 IN PLAT BOOK 45 AT PAGE 81 AND THE THIRD AMENDEDFINAL PLAT OF LOT 7, BLOCK G RECORDED DECEMBER 19, 2017 IN PLAT BOOK 120 AT PAGE 72,WERE DEVELOPED FROM SURVEYING THE PROPERTY ON THE DATE OF NOVEMBER 17,DECEMBER 04, 2020, JANUARY 15, AND FEBRUARY 24, 2021 AND ACCURATELY DEPICT THEELEVATIONS EXISTING DURING THE SURVEY. THE ELEVATIONS MAY CHANGE SUBSEQUENT TOTHE SURVEY DUE TO SUBSIDENCE, UPHEAVAL, EROSION, ACTS OF MAN OR OTHER FACTORS.THEREFORE, THIS CERTIFICATE MAY NOT ACCURATELY DEPICT ELEVATIONS, GRADING ANDDRAINAGE PATTERN AFTER THE DATE OF THE SURVEY. EASEMENTS ARE SHOWN PER THE PLATUNLESS NOTED OTHERWISE. NO PART OF THIS LOT LIES WITHIN THE 100 YEAR FLOODPLAIN ASDEFINED BY FEMA, EXCEPT AS NOTED. ERROR OF CLOSURE FOR THIS IMPROVEMENT SURVEYPLAT IS LESS THAN 1:15,000.BY:______________________________________ DATE:_________________________ JASON R. NEIL, P.L.S. NO. 37935 FOR AND BEHALF OF PEAK SURVEYING, INC.AS-BUILT ENGINEERING CERTIFICATION STATEMENT:I, THE UNDERSIGNED REGISTERED PROFESSIONAL ENGINEER, CERTIFY THAT I HAVEINSPECTED THE AS-BUILT SURVEY DATA FOR PROJECT SITE: LOT 7, BLOCK G, THE MOOREFAMILY PUD, A PLANNED UNIT DEVELOPMENT ACCORDING TO THE PLAT THEREOF RECORDEDAUGUST 10, 1998 IN PLAT BOOK 45 AT PAGE 81 AND THE THIRD AMENDED FINAL PLAT OF LOT 7,BLOCK G RECORDED DECEMBER 19, 2017 IN PLAT BOOK 120 AT PAGE 72, AND HAVECONCLUDED THAT THE PROPERTY WILL DRAIN ADEQUATELY IN CONFORMANCE WITH THEDRAINAGE PLAN SUBMITTED AND APPROVED BY THE CITY ON DATE: ____________________.BY: _______________________________________ DATE: _________________PE LICENSE NO. _______________________MARCH 09, 2021MARCH 09, 2021COL
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8376 LOT 7 - BLOCK G933 MOORE DRIVEMULTI-LEVELMETAL FRAME HOUSEF.F.8394.94'F.F.8394.96'F.F.8394.88'18.4'
26.2'
12.0'24.3'
56.1'7.8'
10.7'15.7'
23.0'15.0'
4.3'49.1'21.4'7.7'11.1'25.9'3.9'10.7'2.5'4.3'4.7'52.8'
9.5'14.5'
13.2'3.3'
16.1'32.8'50.7'3" X 8'2" X 5'2" X 5'3" X 6'3" X 6'3" X 6'3" X 6'4" X 7'3" X 6'3" X 6'4" X 8'5" X 10'4" X 8'3" X 6'3" X 6'3" X 6'3" X 6'4" X 7'4" X 7'4" X 7'2" X 5'2" X 5'2" X 5'2" X 6'2" X 6'4" X 8'4" X 8'ROCK BORDER& FRENCHDRAIN8383.50'8384.16'DSTORM DRAINRIM: 8381.29'II: 8376.97'IO: 8376.75'DDDDD4" TRENCH DRAIN RIM EL = 8394.71'DDDDDSPAPOOLSLOT DRAINWWDGGASMETER8394.44'8394.60'8394.39'8394.20'8393.96'8394.68'8397.13'8396.96'8397.42'8396.82'8396.71'8396.53'8396.35'8396.08'8395.38'8395.38'8394.83'MECHANICALROOM8394.70'8394.64'8394.64'8388.00'8390.11'8392.62'CONCRETERETAININGWALL8398.81'8398.77'8401.03'8401.05'8400.59'8400.77'8396.04'8395.73'8396.36'8395.94'8395.69'8395.69'8395.29'8394.71'8394.67'8394.80'8394.81'8394.76'8395.20'ICV8395.97'8395.55'8395.76'8395.01'8397.01'8397.02'4" VENTVAULTCONCRETEPAD8397.33'8394.41'8394.40'8394.41'8394.40'8394.44'8394.32'8394.39'8394.40'8394.38'8394.41'8394.39'8394.41'8394.76'8394.74'8394.71'8394.73'8394.74'8394.72'8394.74'8394.71'8395.80'8396.04'ROCKBORDERCOLUMN(TYP.)8380
8385
8385839083958400840084058396839583968397839483908385DDDDDDCO8394.76'RETAININGWALLCONCRETEPAD8394.71'CONCRETEDRIVEWAYCONCRETEDRIVEWAYASPHALTDRIVEWAYSTORM DRAINRIM: 8381.29'II: 8376.97'IO: 8376.75'24" STORM DRAINRIM: 8395.20'II: 8392.10'IO: 8392.05'6" STORM DRAINRIM: 8395.87'IO: 8394.99'6" STORM DRAINRIM: 8395.65'II S: 8394.09'IO N: 8394.12'4" PVC4.37%4.37%4" PVC18.91%6" STORM DRAINRIM: 8395.80'II S: 8390.62'II E:8390.59'IO N: 8390.54'10" PVC2.25%6" STORM DRAINRIM: 8394.71'II E: 8391.48'IO NW: 8391.40'6" PVC3.20%6" STORM DRAINRIM: 8395.18'II S: 8391.10'II E:8391.10'IO W: 8391.09'6" STORM DRAINRIM: 8394.72'II S: 8391.63'IO W: 8391.62'6" STORM DRAINRIM: 8394.55'IO N: 8391.99'IO W: 8392.06'10" PVC1.43%4" PVC1.77%9" STORM DRAINRIM: 8393.87'II S: 8389.19'II E: 8391.10'IO NE:8389.27'10" PVC1.33%6" STORM DRAINRIM: 8393.03'II W: 8388.43'II E:8388.17'6" STORM DRAINRIM: 8394.77'IO S: 8392.85'9" STORM DRAINRIM: 8394.74'II S: 8391.79'IO W: 8391.65'10" PVC1.17%10" PVC1.17%10" PVC2.11%WW8" PVC25.99%4" PVC1.75%8" PVC3.48%9" STORM GRATERIM: 8394.06'IO S: 8393.11'18" STORM GRATERIM: 8393.96'II NW: 8391.27'II N:8391.55'IO E:8390.40'4" PVC29.77%8" PVC2.41%8" P
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34.2
6
%9" STORM GRATERIM: 8397.33'II W: 8392.56'II N: 8392.54'IO: 8392.62'24" STORM DRAINRIM: 8400.61'IO S: 8392.85'9" STORM GRATERIM: 8394.77'II S: 8389.72'II E:8389.72'IO N: 8389.75'9" STORM GRATERIM: 8394.89'IO W: 8390.40'4" PVC1.90%10" PVC6.10%3.6'0.7'2.4'CONCRETEPATIOSILVA CELL6" OUTLET8375.17'CONCRETEWALLDENCLOSEDENTRYCONCRETEELEC.STUB3" X 6'3" X 6'3" X 6'3" X 6'3" X 6'3" X 6'3" X 6'3" X 6'3" X 6'3" X 6'3" X 6'3" X 6'3" X 6'3" X 6'3" X 6'3" X 6'3" X 6'ELEC.STUBEAST SILVA CELL27 1X CELLSNORTH SILVA CELL24 3X CELLSNORTH SILVA CELL4" OUTLET 8385.11'CANTILEVERCOLUMN(TYP.)FRENCH DRAIN4" PVCNOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTIONBASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRSTDISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT INTHIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THECERTIFICATION SHOWN HEREON.ByNO.DateProject NO.RevisionDrawn By:Checked By:Date:Computer File:P.O. Box 1746Rifle, CO 81650Phone (970) 625-1954Fax (970) 579-7150www.peaksurveyinginc.comSNWEPeak Surveying, Inc.Est. 2007180662 OF 2LH ASPEN, LLC.CITY OF ASPEN, COLORADOAS-BUILT SURVEYLOT 7, BLK G, MOORE FAMILY PUD993 MORE DRIVEJGJRNMARCH 09, 2021066-ASBUILT0101020405NESW0306090120150180210240270300330P e ak
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urveying, Inc.HATCH LEGENDBOUNDARYLINE TYPE LEGENDSTORM SEWERELECTRICEASEMENTEX-STEX-UEASPHALTCONCRETESYMBOL LEGENDTV PEDESTALWATER METERSTORM GRATEEDGE OF ROADIRRIGATION VALVEFOUND MONUMENTMANHOLEELECTRIC METERSPOT ELEVATIONSSIGNCLEANOUT100YR FLOODPLAINEXISTING STORMEX-STTELEPHONETCABLE TVCTVGASLINEGFIBER OPTICFOTELEPHONETDYH DRYWELLDFIRE HYDRANTADJ. BOUNDARYLIGHT POLESEWER LINESSWATER LINEW0000.00'PAVER WALKEICVCOTREE LEGEND DECIDUOUS TREE CONIFEROUS TREE?" D X ?' T - TREE DIAMETER X TREE HEIGHTTVPGPVC RISERWWWINDOW WELLAS-BUILT SURVEYLOT 7, BLOCK G, THE MOORE FAMILY PUD, A PLANNED UNITDEVELOPMENT ACCORDING TO THE PLAT THEREOFRECORDED AUGUST 10, 1998 IN PLAT BOOK 45 AT PAGE 81AND THE THIRD AMENDED FINAL PLAT OF LOT 7, BLOCK GRECORDED DECEMBER 19, 2017 IN PLAT BOOK 120 AT PAGE 72CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADOMARCH 09, 2021COL
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