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HomeMy WebLinkAboutpitkin.eh.264327400006 (2013)AWL D Email ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) EH/NR CONSTRUCTION PERMIT S76 Service Center Rd- Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5374 MN4 Permit #: 142. 2.01-S .P(=K-_7 T Parcel ID #: -Z6 41 -S ---2,q " (--)P - c)0(A Permit Issued: ❑NEW CDU ❑REPAIR ®REMODEL/ADDITION ®TANK ONLY ❑FIELD ONLY ❑AMENDMENT Owner(s): Brad Property Address: Legal Description: Size of Lot: 6.47 Size of Buildina: and Kimberly Schlosser 1990 McLain Flats Rd Lot 19. Block 1, White Horse Springs 7 Acres 7123 ft2 Sq. Ft. Detached Accessory Unit: Size of Accessory Unit: _ DYES ®NO This system is to accommodate 6 bedrooms in 6000+ ft2 single family home. Designed By: Boundaries Unlimited Phone #: 970-945-5252 Fax #: 97CI-384-2833 Perc Rate: 30 MPI Minimum Tank Capacity: 1875 Project #: _ Mailing Address: Email Address: Profile Hole Depth Sq. Ft. 13007 Dated: 8/26/13 923 Cooper St Ste 201 16' Depth to Groundwater or Bedrock: ➢ 16' Minimum Absorption Area: 2761 ft2 bed installed Permit Conditions: This OWTS Construction Permit: is approved on the condition of compliance with the engineer design as submitted with the application and the specifications cited above. Changes must be approved by this Department and the engineer prior to construction. This permit is for a 1000 gallon, single compartment tank with a dosing pump to be added after the existing tank in series. The pump will dose effluent to the existing over excavated bed. Minimum setbacks for the new tank are 5' to the existing house. This Permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an "as -built" letter to this Department within 30 days of the final inspection, unless a longer period of time has been agreed upon, in writing. This Department must also be called for the final inspection with a minimum of 48 hours notice. Minimum horizontal distances between components of the system and physical features shall conform to the requirements of the Pitkin County OWTS Regulation. This Permit is conditioned upon the property owner(s) providing for regular inspection, cleaning, and maintenance of the system by qualified personnel, in accordance with the manufacturer's recommendations and the requirements of the Pitkin County OWTS Regulation. Issuance of this OWTS Construction Permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail. Issuance of this permit does not imply compliance with Pitkin County building and/or land use regulations, nor guarantee issuance of building and/or land use permits. THIS PERMIT IS EXPRESSLY CONDITIONED UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN COUNTY OWTS REGULATION, INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE. Plans and specifications for the proposed OWTS have been reviewed and are considered satisfactory. Nermisslon Is nereoy given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS Regulation. This Permit will expire 1 year from the date of issuance unless construction on the system has commenced. An "as -built" drawing must be submitted and approved by EH before final approval of the system will be issued. Issued By: Bryan Daugherty, REHS Installer: License #: Date: 11/15/13 Expires: 11/15/14 Reactivation Authorized by: Date:�/I J�— New Expiration Date: 0 Finepwrd JSITE WASTEWATER TREATME 'SYSTEM (OWTS) O � CONSTRUCTION PERMIT APPLICATION EH/NI2 76 Service Center Rd • Aspen, CO • 81611 Phone: 970.920.5070 Fax: 970.920.5374 Parcel ID# (available from the Pitkin County Assessor's Office <_ /7 -i (�/ _ © c> 970-920-5160 or at www.pitkinassessor.org): C� 11 L '(' Purpose of Permit: ❑ NEW ❑ REPAIR DUE TO FAILURE [REMODEL/ADDITION ❑ TANK ONLY ❑ FIELD ONLY Cost of System Repair or Remodel/Addition (approximate): -,2 tCapU Property Address: f g q O `' �A LA i Lot: Block: Filing: Subdivision: Cl Property Owner(s)': Email Address: Y,1R)5cV_LA 6sc h Ib Ser nka. h . 0 cm Owner's Mailing Address: City, St_ate,, Zip: 1 qq /�- / Home Phone: Business Phone: `Contact information must be provided for the owner signing this application. Primary Contact Person/Applicant (if not ner): Compan : v IL'Al � - ContacUApplicant Mailing Address: City, State, Zip: 3i i 1011 Cell Phone: Business Phone: Oq Fax Number: Email Address: Building Permit # (if applicable): Lot(ze (i acres 4��_ Size of Building (square feet): Number of Potential Bedrooms: C , 1i Detached Accessory Unit? ❑ YES NO Size of Accessory Unit (square feet): Number of Potential Bedrooms In or Fixture List for the Accessory Unit: Water Source: ❑ PRIVATE WELL ❑ SURFACE WATER ❑ SPRING ❑ COMMUNITY/PUBLIC WATER SYSTEM Name of Community/Public Water Syys�stieim if applicable): -Tr 6� Engineering Firm: Job Number: Phone Number: Fax Number: (Yl I l ' Mailing Address: City, State, Zip: PLEASE READ BEFORE SIGNING: I certify that the above information is complete and accurate and that I have provided complete and accurate information in all of the documents included in my application package. I acknowledge that EH/NR may revoke any permit I am issued if my application is found to contain any inaccurate, false, or misleading information. I understand that no construction may be undertaken on an OWTS until an OWTS Construction Permit is issued. Owner i u (R quire/0 �� -LL l Applicant Signature: Date: FOR OFFICE USE ONLY Received by EN/HR Staff: Fee & Receipt #: Date: G:\OWTS March 8, 2008 NEW REGS\Office - Admin\Forms\OWTS Const Forms\OWTS construction permit application.xls Updated: 10/7/08 r lld CL NEW LOCATION OF OUTDOOR SPEAKER A4 o - NEW OUTDOOR LIGHTING FIXiURES— TYFE B' RE: SPECIFICATION ENLARGE PATIO AS SHOWN— REGRADE AND PLANT NATIVE 6RA55ES— ON SLOPE TO MATCH EX15TING X ROTATE HOT TUB AND BUILD NEW - WOOD PLATFORM WITH HATCH FOR ACCE55 TO MECHANICAL EQUIPMENT. CONTRACTOR TO CONSULT MANUF INSTALLATION INSTRUCTIONS FOR SIZE AND CLEARANCES. BUILD TO MANUF RECOMENDATIONS. 12'-5" 1 1 �7„ D, 9„ ATHROOM FAN EXHAUST 5.72„ CL 5'-7y2" = 1=�1==1j �—=T= —1= IFF II I I I I I I I I I -r-r_T- A I I I NEW I I I MIN SLOPE = 114"I 12" i.0. CONCRETE u -it----► � I OO'- I }' VIF D w f � 4 2 2 46.1 S — -- —1::F NEW M� f Wk?.Y',1Q ; LL fr.. 103 woo ILE I I � STORAGE SLOPE DOWN T u1 SHOWER DRAW \\� II RE: 5PECIFICAnON WET BAR u I i x 2'-O" MIN FLOOR HATCH WITH LADDER I FOR CRAWL ACCESS. COORDINATE SIZE \\ OF ACCESS TO ALLOW FOR REMOVAL �\ OF EQUIPMENT LOCATED IN CRAWL SPACE I I I I T.O. FIN' H F OOR I S5 3• � T.O. PLY % II 99'-I I/2" A %I b� 5Y2° I I'-6 6 REPLACE VENT I EXERCISE AREA RE: 5PECIFICATION5 IRECT VENT GAS APPLIANCE FIREPLACE II TC42 RE: 5PECIFICATION5 II FAMILY I —� I'-6" x 2'-O" MIN FLOOR HATI WITH LADDER FOR CRAWL ACCE55. COORDINATE SIZE OF ACCE55 TO ALLOW FOR REMOVAL �' - ---- OF EQUIPMENT LOCATED INS CRAWL SPACE I I I I I I CL L` — _ — - 101 ES DII II 11 rc LL ---- EE --- 6'-6" CL I I CASED OPENIN REM y1VE AND REPLACE STONE I AT DOORWAY AS REQUIRED l TO CREATE SEAMLE53 FLOORING / EXISTING 0U7 OR SPEAKER TO REMAI 2 NEW OUTDOOR LIGHT FIXTURE 'TYPE A RE: SPECIFICATION NEW PAVING PATTERN TO ALIGN WITH EXISTING CASED OPENING D -NEW GARAGE T.CONC. TO ALL AT DOORWAY. CONTRACTOR CONFIRM N FIELD PRIOR TO CONSTRUCTION. -ELECTRICAL BOXES To REMAIN. CONTRACTOR TO VERIFY LOCATION AND REQUIRED CLEARANCES -RELOCATE GARAGE VENT TO THIS ELEVA710N � 11 ?')NOTE: S" TYPE X GIVE BOTH SIDES OF WALL BETWEEN GARAGE AND HOUSE j0 0 0 0 0 0 O GENERAL PLAN NOTES I. ALL PRIA1ARY FRAMING DIh1EN510N5 AT ABOVE WALLS.E OF STUD ATIG FGX�TERIBOR AND INTER OR FRAMED ACE 2.ALL AoEPRIMARY FRAAREMING DIMENSIONS AT BELOW70 SPACFAC OUTSIDE OF STUD Ai INTTERIORW LSWALL- 3. GRID LINE5 ARE TO OUTSIDE FACE OF EXTERIOR FRAMED OR FOUNDATION WALLS. RE: BUILDING AILS AND STRUCTURAL DRAWINGS FOR AEGNIMENTS 4. NEW EXTERIOR FRAMED WALLS TO BE 2.6 TIAIBER5TRAND, U.O.N. 5. NEW INTERIOR FRAMED WALLS TO BE 2x6 TIMBER5TRANO, U.O.N. 6. DIMENSIONS AT DOORS AND WINDOWS ARE TO CENTERLINE. REFER TO A 'I5E FOR OVER SIZES AND REVIEW MANUFACTURER INSTALLATION RECOMMENDATIONS TO DETERMINE ROUGH OPENING 70 BE PROVIDED FOR REVEEW AND APDPROVALS 7. PROVIDE R- 19 SOUND INSULATION N WALLS, FLOORS AND CEILINGS OF ALL ROOMS. PROVIDE - --- -- - DUOCTINDGNSALLL PIPPE, TOE NNRAFEDLN' R2C5 ANICAL GALAMB O S NSULATION. ARCHITECTS INC. 517E ELEVATION 87796 PER 4-2013 9NSURVEY00EQUALS 314 D AABC 9. REFER TO NS.ERIES FOR INTERIOR ELEVATIONS 4 ASPEN, CO 81611 ENLARGED A (970) 429-1286 10. C.C. TO PROVIDE SMOKE AIA RMS, FIRE ERS A R5 PER CODED, ARCHITECP,TSSAND RAFp DON DIRECTION, I I. VENT ALL BATHROOMS PER ALL APPLICABLE CODES, KEY EXISTING TO REMAIN z O zo H NOTE SE: 77796 = I OOb" H a CONTRACTOR TO VIF. CONTRACTOR 70 ALIGN FLOOR OF NEW Q O CONSTRUCTION WITH FLOOR OF EXISTING. Q W O CI\moi O �\ z =U C) Uoa /^ J ISSOE FOR DATE DD SET O /12/2013 CD SET W12612013 I NEW LEVEL PLAN A2.1 r i i i i / A, s x,���' ^`3�' \ \ 1 Isnrvc 26so-sFCRAYEL 1 P—/ ! / \ ABSOflP ON FlELD WDH 130 REUIREDaomc4uMrs FDD sroRACE, No CHANCE y SEF DET �("."-z� 1 V c11STMGGA ER is v 1 +1 I t 1 \ T 1 1 EXISTING 250D-GALLON� \ t\ \ \ t \ \ ■ e SEPTIC TANK ■ EXISTING DISCHARGE LIN 3Q♦ �� TO BE RE GVED AND \ \ PLUGGED TANK PORTBE \ \ + \ BUILDING EINELOPE—L--------------- 1 1 Pump System Using Easypak Biotube Vault FASTING 250OGNLON SEPTIC TANK TO REMAIN Septic Tonk Easypak Cold Weather Discharge INSTALL NEW IODOGALLON DOSING TANK + (SEPTIC TANK W/O A BAFFLLI Fberglass Gesketed Lid wRh Stainless Sleel BUAs PVC Splice Box ,/Cord Gdps PVC FOW with Grommets) ----- Discharge Assembly Effluent Discharge Tank Adapwr (Cast a Billed) Flow Inducer Leval Control Float Assembly Or— EOluem Pump filter Cartndge Vault Inlet Ports PVEP Bi.Wbe Pune Vauk Pump/Dace Tank NOTES' 1. EFFLUENT PUMPING SYSTEM TO BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. THE DISCHARGE PUMP SHALL BE A DESIGN FLOW PUMP WITH ADESIGN FLOW OF 30 GPM. PUMP MODEL i0 BE SPECIFIED BY THE MANUFACTURER. FLOATS SHALL BE SET FOR A DOSING VOLUME OF 450 GALLONS (-4 DOSES PER DAY). SCG ENTERPRISES VALLEY PRECAST PRODUCTS. INC. 19336 GODDARD RANGH COURT 28105 C.R. 317 MONUSON, CO 90465 BUENA VISTA, C081211 (303) 697-6104 1119) 395-6764 3. THE PUMP SYSTEM SHALL BE CONNECTED TO AN ALARM WHICH SHALL BE BOM AUDIBLE AND VISIBLE, LOCATED WITHIN THE HOUSE AND ON A CIRCUIT SEPARATE FROM THE PUMP. STACKED BOULDER rite VICINITY MAP ON-SITE WASTEWATER TREATMENT SYSTEM NOTES 1, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH PITKIN COUNTY REGULATIONS FOR DNSITE WASTEWATER TREATMENT SYSTEMS (OWES), EVEN THOUGH ALL SUCH REDUIIEMENTS ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS. ME CONTRACTOR SHALL BE RESPONSIBLE FOR KNOWING AND CONFORMING i0 SUCH SPECIFIC DETAILS AS ARE REFERRED TO IN ME PROVE MENTIONED REGULATIONS, THIS DRAWING DOES NOT CONSTITUTE AN OWTS PERMIT. A PERMIT MUST BE OBTAINED FROM APPROPRIATE COUNTY AND CITY OFFICIALS, WHERE APPUCABLE. THE ENGINEER OF RECORD MUST OBSERVE THE CONSTRUCTED SYSTEM BEFORE BACKFILL AND PROVIDE A LETTER OF INSPECTION AS REQUIRED BY THE OFFOALS. A REQUEST FOR INSPECTION MUST BE MADE BY ME CONTRACTOR AT LEAST 4B41OURS PRIOR TO THE EXPECTED TIME OF BACKFILLING. 2. DEMAND CALCULATIONS. 2.1. RESIDENCE: PROPOSED SYSTEM = 6 BEDROOMS • 2 PERSONS'BEDROOM' 1 DO GALLONS/PERSOWDAY: AVERAGE DAILY FLOW 1200 GPD DESIGN FLOW 1.5•AVERAGE=I ROD GPD (0.) SEPTIC TANK CALCULATIONS: MINIMUM TOTAL TANK SIZE -Do 1 DAY/24 HRS•30 HRS=2250 GPD. EASTING SYSTEM CONTAINS A 25904WLLON SEPTIC TANK ABSORP110N AREA CALCULATIONS: A=Po0o Pu=1.4 5 G -DESIGN FLOW I-PERC. RATE=30,30av1 NO READ PER H.P. GEOTECH (DRIGMPL OWTSASDS DESIGN, 20M) A- 1.41800 = 2761 SF (SEE THE FOLLOWING STATEMENT) 5 _ THE BASTING ABSORPTION FIELD IS A GRAVEL BED BB -4•X30 ( 26M SO. FT) YAM 130 QUICK 4INFILTRATOR UNITS HEAVY CLAY EXISTS ON AND MOUND ME SITE SO A REDUCTION FOR THE PRESENCE OF GRAVELLY CHAMBERS IS NOT BEING CONSIDERED WITH THIS DESIGN.INSTEAD. DOSING MILL BE IMPLEMENTED TO OBTAIN A 20% REDUCTION. ME EXISTING TANK IS NOT LARGE ENOUGH TO SIMPLY ADD A DOSING SYSTEM, S3 A SECOND 1.000 GALLON TANK."MOUT BAFFLE, WILL BE INSTALLED IN SERIES AND AFTER THE EASTING TANK FOR STORAGE AND DOSING THE ADJUSTED REQUIRED ABSORPTION FIELD AREA IS 2761-(2761.0.20) - 7209 SF. THUS ME FASTING GRAVEL BED IS SUFFICIENTLY SUED TO ACCOMMODATE ME PROPOSED RESIDENCES. ZO ('S ,C4i JIF DAYLDRT4'0 TALk 2'SI'OF 9'0 NDATION DRAIN SNS FOU RNV. —19BRIa-- NRIPOMD�GgTMGE IAN `TSE ALL PgU`SI // .•/%D/ .. _to AT THE Tjy.OS J -PPOPOGBDIfRSgIF$�CH.4V _ — — — MWIG IHMF �6'05CH.40 RIPNAP. PvRM OPAIy; GYP. _ - J 1 EXTEND HEAT TAPE i0 �g r — '--' -- _ ... Y SLOPE @ 1D:1 MIN. FOR THE FIRST 5 AND �'A 2% q MIN THEREAFTER TYP R EXISTING I / �pUMOAT DRAIN t I 12'®MEA DNll i �____ /RSV..1991.35 INSTALL HEAT TAPE / NOTE' I SEE THE LANDSCAPE ( tFOR SITE REVEGETATI+ / \QpNNECT THE P 6D18PAlHl TO TH[BiOPM Ifs h —ROOF DRAIN HIGH PONT OF S'PLE LEGEND INSING ASPHALT 1 1 DDONG CONCRETE OHNE PAOPOSEDCONCRATEDRNE DOWNSPOUT THROUGH THE PIPE AND COSTING CONTOUR FH.:FTE PROPOSED CONTOUR r+ J L PROPERTY LIHE \\ \ \ \ 12"O AREA DRAIN \ ` \ AIM 7794.95 - \ i ` MV'. 7791.8 INSTALL HEATTAPE95 .1 �. H 7 fy-� 3 SEWER APPRWUMATF LDCAiNIFHRR AEA THE RIM AS NECESTSIDA PROPOSED FOUNDATION BRAN SYSTEM IBE OTHERS) rn PRWOSED SOD 4'0 SDH. 40 PVC FOUNDATION BRAIN RPE SPA cu y —: PROPOBFDRMOPMREH 19FPXRJE ' " M' BEATTAPE �p em \\ \ t RIM- \ f7T95�..:_- FG7TB5 -'� \\\yl tt -1T_5.0ORA,A.DE516N T* ■ ` , EXA' PATI 1 PROPOSED DOWNS Uff(RANCHAIN MICIAGST01 AND ADJACENT LAWNff TO BE RECONSTRUCTED AS \ l \ NECESSARY TD OBTAIN POSITIVE DRAINAGE AWAY FROM THE BUILDIN WI TEMPORARY FROWN CONTROL SD SCH.40 PJC RISER J 1 • A TI DECORATN,dF \ \ \ \ 1 �\ \\ EXISTNGtgqppE)MISJ 1APPAOyMATE LOCATION). ADJUST THE xIMAS__ \ \\ \ \ } NECESSMYTODRAINRUN F 9 , FROM THE PATO AND LAWN AREA S \ PAOVUETEN PARYINLE% / P1OTECTION'UNTIL LANDSCAPING HAS BEEYRE-ESTABIJSHEEU \\, RIM- r � r - COSTING LAWN \ \ 1 LEGEND \ INSING ASPHALT 1 1 DDONG CONCRETE OHNE PAOPOSEDCONCRATEDRNE DOWNSPOUT THROUGH THE PIPE AND COSTING CONTOUR PROPOSED CONTOUR r+ J L PROPERTY LIHE __------- EASEMENT ----------------- RUNG ENVELOPE SEWER APPRWUMATF LDCAiNIFHRR AEA THE RIM AS NECESTSIDA PROPOSED FOUNDATION BRAN SYSTEM IBE OTHERS) rn PRWOSED SOD 4'0 SDH. 40 PVC FOUNDATION BRAIN RPE sF xF PPOOSEOSEDIEWCONTROLFENDNG —: PROPOBFDRMOPMREH 19FPXRJE ' " M' BEATTAPE �p em PROPOSED SOD 6b SCN.10 PVC STOW PIPE (WATERTIGHT) y DIRECTION O FLOW rz.Y 5,t 'n�`y, r PROPOSED DOWNS Uff(RANCHAIN - UI PROPOSED 12- NYLOPUVR MD D A1N WI TEMPORARY FROWN CONTROL \ I ` � 1 1 DOWNSPOUT THROUGH THE PIPE AND rWLSTALLM IXPONSDN &T A MATOI r+ J L \ D067NG CONCRETE DIWE EXTEND AREA INLETS STOP \ i,AZ.�'I'-•" _ Si SEWER APPRWUMATF LDCAiNIFHRR AEA THE RIM AS NECESTSIDA ADS DOWNSPOUT CONNECTOR END HARD SUBAGE FOR FIRE iRUCKMCE55 COSTING BUIILLY IS DEFLECT MOUND 19FPXRJE ' " M' • IONS • >\' rz.Y 5,t 'n�`y, r - UI 6 SD SCH.40 PJC RISER J 1 • A TI DECORATN,dF ce. 7 RISER NCRETE DBVE! AREA DRAIN / WSTINGBERM ( t t F \\ EXISTING GAS METEfl 11 11 iPIPE DOVIISPOUT EXTEND HEAD TAPE FROM RAIN 12x12' NYLOPLAST AREA DRAIN WITH PVC AND TEE DR BEND, TYP. EXTEND HEAT7APE FROM NEAREST CHAIN/DOWNSPOUT OR CONNECT DOWNSPOUT THROUGH THE PIPE AND HEAT TAPE TO POWER OUTET CONNECT TO THE BOTTOM OF THE GRATE.TYP. INSTALL TEMPORARY FILTER 1O WLOPLAST GRATE OR 6' FABWCORSEDIMENT BAS NET UNDER THE L ADS DOWNSPOUT CONNECTOR GRATE. SEE SITE PUN FOR HIM ELEVATIONS COSTING BUIILLY IS DEFLECT MOUND PULL STRING FOR • FOOTER AS NECESSARY HEAT TME 6 SD SCH.40 PJC RISER J 1 6'OSDH.40POC RISER AREA DRAIN RIM- ED O O - COSTING LAWN 1 WSiING PATp STING AREA DRAIN WBTING WATER FEATURE ) r _ 1 ' COSTING BERM - r --- 1 -----BUILDING ENVELOPE --------------- -------------- - 1 POST ANCHOREDINTRENOH To (2'X7NOMINAL) AND FIRMLY ATTACHED 24 SILT FENCE FABRIC TO SLIT PANE STAPLED MN. POST TO FISTS 4' 61x 61 TRENCH 2 MIL OW COMPACTED 42 - SILT FENCE FABRIC BACKFILL ANCHORED E FIMCH j ..: AND ATTACHED FIRMLY TO POST - _ TRENCH �'�O,, - � 6'xB TEMPORARY SEDIMENT CONTROL FENCE Yak: N.T.S. 1 AREA DRAIN EROSION LOG PUN VIEW TO GENERAL NOTES' 1. ALL CONSTRUCTION SHALL MEET OR EXCEED ME CURRENT CONSTRUCTION AND DESIGN STANDARDS ESTABLISHED BY PITKIN COUNTY AND BE SUBJECT TO OBSERVATION By THE COUNTY AND THE PROJECT ENGINEER. 2 EXISTING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO EXIST, BUT MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. PRIOR TO ANY EXCAVATION, CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY COMPMES FOR LME LOCATIONS. CDNTRPCTDR SHALL NOTIFY PROJECT ENGINEER OF ANY POTENTIAL CONFLICTS FIRM TO UTILITY CONSTRUCTION SO THAT LINE OR GRADE CHANGES CAN BE MADE TO AVOID A CONDUCT OF AN WSTNG UTILITY'. THE CONTRACTOR SHALL PROTECT ALL COSTING UTILRES FROM DAMAGE WRING CONSTRUCTION. THE CONTRACTOR. AT NO EXPENSE TO THE OWNER DR PROJECT ENGINEER, SHALL REPAIR ANY DAMAGED UTILITIES. 3. ALL EXCAVATIONS FOR UTILITY LINES, RETAINING WALLS. RDADWAYS, BUILDING STRUCTURES. DRAINAGE FACILITIES AND TRENCHES, SHALL MEET THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION UDS`AU DOE OR..0 INDUSTRIAL COMMISSION, OR THE CDWINDO DIMON OF MINES, WHICH EVER APPLIES. SAFETY IS THE CONTRACTORS RESPONSIBILITY. NO OTHER PARTIES ARE RESPONSIBLE FOR SAFETY IN, ON OR ABOUT THE SITE, NOR FDI COMPLIANCE BY ME APPROPRIATE PARTY WITH ANY REGULATIONS REIATING HERETO. 4. COMPAMON MUST BE ATTAINED AND COMPACTION RESULTS SUBMITTED TO THE COUNTY AND THE PROJECT ENGINEER PRIOR TO ACCEPTANCE. COMPACTION SHALL MEET OR EXCEED COUNTY REGULATIONS. THE MINIMUM COMPACTION STANDARD SHALL BE 95% STANDARD PROCTOR UNLESS OTHERWISE SPECIFIED BY THE GEOTECHNICAL ENGINEER. 5, THE CONTRACTOR SHALL CONTAIN MS CONSTRUCTION ACTIVITIES TO THE AREA WITHIN THE STREET FIGHT OF WAY AND PROPERTY OWNED, OR EASEMENTS PROVIDED TO OWNER THE CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT BE TIE PROPERTY OWNER INJDLVED. ANY DAMAGE TO PRIVATE PROPERTY BY THE CONTRACTOR OUTSIDE THESE LIMPS WITHOUT THE PERMISSION OF THE PRIVATE PROPERTY OWNER WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 5. THE CONTRACTOR SHALL ENSURE DRAINAGE AWAY FROM ALL STRUCTURES M ALL DIRECTIONS. GRADE MOUND THE PERIMETER OF BUILDING AS NECESSARY AT 10%FOR 5 -FEET MINIMUM TO ENSURE PROPER DRAINAGE AWAY FROM THE FOUNDATION, /. THE CONWC70R SHALL AT AIL TIMES KEEP TWO FULL SETS OF CONTRACT ORAMNGS MARKED UP TO INDICATE THE AS -BUILT CONDITIONS. THE DRAWINGS SHALL BE PROVIDED TO THE OWNER AND THE ENGINEER UPON COMPLETION Of THE WORK WHERE PRACTICAL. THE CONTRACTOR IS TO PROVIDE AT LEAST TWO TIES FROM PHYSICAL MONUMENTS TO ALL RETIRES, VALVES. MANHOLES. AND THE END OF ALL SERVICE LINES. e MNBITE OBSERVATIONS AND RENEW CONDUCTED BY THE COUNTY OR THE PROJECT ENGINEER O CONSTRUCTION WORK IN PROGRESS ME NOT TO BE CONSTRUED AS A GUARANTEE OR WARRANTY BY THE COUNTY OR THE PROJECT ENGINEER OF THE COMPLETED WORK AND THE CONTRACTORS RESPONSIBILITIES. 9. THE CONTRACTOR SHALL TME ALL APPROPRIATE PRECAUTIONS TO SIGNOR CARRY REDUCE MY POTENTIAL POLLUTION CAUSED BY HIS ACTIVITIES. INCLUDING VEHICLE FUELING, STORAGE OF FERTILIZERS OR CHEMICALS, ETC. THE CONTRACTOR SHALL HAVE IDENTIFIED PROCEDURES FOR HANDLING POTENTIAL POLLUTANTS AND IDENTIFIED SPILL PREVENTION AND RESPONSE PROCEDURES PRIOR TO MY ACTIVITIES AT THE PROJECT SITE. 10. THE CONTRACTOR SHALL NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES. ANY MISSING DIMENSIONS OR DISCREPANCIES IN PIANS, HELD STAKING. OR PHYSICAL FEATURES SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER. IF THE CONTRACTOR PROCEEDS WITH THE WORK WITHOUT NOTIFYING THE ENGINEER. HE DOES SO AT HIS OWN RISK. 11. DISPOSAL OF TRASH.ASPHALT. CONCRETE AND CONSTRUCTION DEBRIS IS THE CONTRACTORS RESPONSIBILITY AND SHALL BE CONSIDERED PART OF THE WORK. 12. SITE CTURALTOPOGRAPHY, GINEEBASE IGPLAN NSDUNISHFLONAL BUILDING ND LANDSCAPE BY OTHERS. SEE ARCHITECTURAL AND STRUCTURAL ENGINEERING ALMS FOR MOIIONALBIIILINNG FIND LANDSCAPE INFOIIMA1gN. 13. ALL PRODUCT INFORMATION SHOWN IS AS PROVIDED BY THE MANUFACTURER, THE CONTRACTOR IS RESPONSIBLE FDR REVIEWING AND COMPLYING MR THE MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS FOR THE INSTALLATION OF ALL MATERIALS WITH SPECIAL ATTENTION TO PROPER SEALING OF MATING SURFACES. THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER E ANY DISCREPANCIES ME FOUND BETWEEN THE DELIVERED PRODUCTS AND THOSE SHOWN ON THIS PUN. 14. FOUNDATION DESIGNS TO BE OBTAINED FROM THE PROJECT STRUCTURAL ENGINEER. 15. THE FOUNDATION DRAIN SYSTEM SHALL BE INSTALLED PER THE RECOMMENDATIONS OF THE STRUCTURAL AND GEOTECHNICAL ENGINEERS. I6. STORM DRAIN PIPES TO BE INSTALLED WITH 1%MINIMUM SLOPE TO THE OUTFALL POINTS. HEAT TAPE SHALL BE INSTALLED M ALL D(TWOR ROOF DRAIN PIPES. MEA DRAINS AND GRATED STRUCTURES. 17. ACCUMULATED SNOWFALL SHALL BE REMOVED TO MASS AREA TO ENSURE THAT PROPER DRAINAGE AWAY FROM THE BOLDING IS MAINTAINED. 18. RMSH FLOOR ELEVATIONS ME AS PROVIDED BY OTHERS. FINISH SPAIN B SPOT ELEVATIONS ASSUME THAT THE FOUNDATION WALLS EXTEND ABOVE THE BUILDING FINISH FLOOR 8 HANGER FLOOR JOISTS ME USED. 19. THIS PROPERTY IS NOT LOCATED WITHIN AROMA DELINEATED FLOODPLAIN. 20. ALL PIPES SHALL BE INSTALLED WITH WATERTIGHT CONNECTIONS. i s „8 rRISER EXTEND HEAD TAPE FROM RAIN 12x12' NYLOPLAST AREA DRAIN WITH PVC AND TEE DR BEND, TYP. EXTEND HEAT7APE FROM NEAREST CHAIN/DOWNSPOUT OR CONNECT DOWNSPOUT THROUGH THE PIPE AND HEAT TAPE TO POWER OUTET CONNECT TO THE BOTTOM OF THE GRATE.TYP. INSTALL TEMPORARY FILTER 1O WLOPLAST GRATE OR 6' FABWCORSEDIMENT BAS NET UNDER THE ADS DOWNSPOUT CONNECTOR GRATE. SEE SITE PUN FOR HIM ELEVATIONS DEFLECT MOUND PULL STRING FOR FOOTER AS NECESSARY HEAT TME SD SCH.40 PJC RISER J 6'OSDH.40POC RISER AREA DRAIN CTYPICAL DOWNSPOUT RISER/STORM AREA DRAIN SECTION D -D TEMPORARY SEDIMENT PROTECT -ION Swk: N.T.S. e r \\\\ OP(A FEATURE THAT NEEDS ' � 1, \ PROTECTION ENTRENCH 3' SECTION A -A )G SEDIMENT REMOVAL SHALL BE PERFORMED O CONTINUOUSLY FOR PROPER FUNCTION. A CURVE DELTA ANGLE RADIUS ARC CFO RD CHORD BEARING C 1 61.13'33' 116.53' 126.66' 120.72' S I0 '3 I149'W LINE BEAR IND DISTANCE L 1 S 21'50'IS'E 13.67' 10, 5 RE•BAR AMENDED LOT 20 WATER MANHOLE 240. 5 RE•BAR � �,�./"• � / ,774 p T � / T , CONCRETE 1 779 6 79 7T D ❑ 02.5 SEE INSET FENCE ROCK RETAINING WALL lull El BUILDING N ENVELOPE I _ „ LOT 19 BLOCK 1 WHITE HORSE SPRINGS AREA • 6.447 ACRES •/- TRAIL? N07.02'; FENCE ON TRAIL 14111 1 w'___ -----_ __--� IIHE NO. 3 RE -BAR EASEMENT THE AMENDED LOT 21 GRAVEL 0 PE- oN IA7750D 3 EE 1'/' �'Ei I,�{ •/' -'•. �'� �� ✓'� 22' ACCESS A UTILITY EASEMENT OF ASPHALT DRIVEWAY PASTURE EASEMENT AGREEMENT SEE BOOK 350 AT PAGE $66 LOT 18 SOUTHEAST CORNER SECTION " T9$ IISSW 1913 OLD BRASS CAP DISTURBED DEVELOPMENT ENVELOPE WITHIN WHICH ONLY THE ACCESS UTILITIES, SEPTIC STSTEM AND LAtDSCAI ING MAY 6E LOCATED. 240 STRUCTURES MILL Bp ALLOWED. LOT 17 INSET F-20' LEGEND AND NOTES O FOUNO SURVEY MONUMENT AS DESCRIBED A SURVEY CONTROL TITLE INFORMATION FURNISHED BY: ATTORNEYS TITLE GVARANTY FUND, INC• COIR71TMEN/ 240, fC2010.1000205 FILE 240. PC10002715 DATED: 1/6/2010 AT 7:15 A.M. 10 FIRE HYDRANT 0 UTILITY POLE 1011 HAZARD REV IEW PLAT PLAT BOOK 60 AT PAGE 65 USED FOR BUILDING ENVELOPE LOCATION ❑ WHITE POST POSTED ADDRESS '1990' \\\is O16 CERTIFICATION DTHE NURpRpyyINp FgSIGN 0 STATES TONT PROPERTY ACCURATES8A3ED ON THENF ELDEST DENCE SURVEYED ERCpO' AND THATEASIEIXRENTSEORRDIGHTTSEOF MAYS INFIELDEVIDENCEAOR KNOWN TOO CONFLICTS. IX SRO" UNDERGROUND UtILITI ESS WITH NO ABOVEGEOUND APFURTERANCE3. ECORD HOT SUPPLIED TO THE BUR VEYOR ARE E%CE PT ED. THIS SURVEY 1 STAMPED WITH THE SEAL OF THE SURVEYOR BELOW. t , iL S. 25"7 rxg� TOPOGRAPHICIIMPROVEMENT SURVEY OF LOT 19 BLOCK i WHITE HORSE SPRINGS, MORE PARTICULARLY DESCRIBED BY METES AID BOUNDS AS FOLLOWS: A TRACT OF LANG SITVATFD IN LOT 17 OF SECTION 21 TOWN9HTY 9 SOUTH RANGE OS REST OF THE 6f PRINCIPAL HER IDIM, PI TAIN COUNTY, COLORAt/0, DESCRIBED AS FOLLOWS: RED INNING AT A POINT WHENCE THE SOUTHEAST CORNER OF $A10 SECTION 27 BEAR$ S- 19'11'31' E. 2 651.63 FEET: THEIKE S. 1124.36' E, 562.69 FEET: THENCE N. 67'02'55' W. S12.IO FEET TO A POINT ON THE EASTERLY LINE OF THE VAN CLEAVE PLACER BEING U.S. MINERAL SURVEY 240. 6532: T HENCE NORTH 600.60 FEET ALONG THE EASTERLY LME OF SAID VAN CLEAVE PLACER THENCE S. 62'24'17' E. 129.69 FEET TO THE POINT OF BEGINNING, TGGETHER RITN A PERPETUAL NON-EXCLUSIVE FASENENT SAID RIGHT - FASCIA OF•NAY FOR ROAO AND UNDER6ROUN0 UTILITY PVRPOSES SAID EASEMENT BEING LOCATED ON LOT IB, WHITE NORSE SPA INGS, SITVATED IN LOT 17 OF SECTION 27, TOWNSHIP 9 SOUTH, RANGE BS WEST, b.h P.N. AND BEING 75 FEET IN WIDTH LYING 10 FEET C�ENTERRLINEND 12 FEET SOUTHERLY OF THE FOLLOWING DESCRIBED GAS METER gE61NNINO AT APO' ON THE kESIEPLY LINE AD, SAID POOF THE E%ISTING FENCE COUNTY ROAD. DF BEING ON INE EASTERLY LINE OF LOT IS WHENCE THE NORTHEAST CORNER OF LOT I0 BEARS: A/C N 21'S0'15'W 13.67 FEET: THENKE ALONG SAID CENTERLINE S 77.0635'11 370.72 FEET: THENCE 126.66 FEET ALONG THE AqC OF A CVRVE TO THE LEFT HAVING A RADIUS 116 53 FEET THE CHORD OF WHICH BEARS: 3 16'3{'{0'11 120.72 FEET, N16AE OR LESS TO A POINT DN THE RE17E11Y LINE OF LOT 16. IT I$ E%PRESSLY UNDERSTOOD THAT TIE NOgTMERIY i5 FEET OF SAID EA9EIR:NT SNACL BE USED FOR ROAD PURPOSES AND THE SOUTHERLY 7 FEET THEREOF FOR UNDERGROUND UTILITIES. ATHAT THE COUNTY ENGINEER MUST APPROVE THE DESIGN OF AND HE ROAD AND ISSUE A DRIVEWAY PERMIT THEREFOR. PREPARED BY ASPEN SURVEY ENGINEERS. INC. 210 SOUTH GALENA STREET ASPEN, COLORADO 81611 PHONE/FAX (970) 925-3816 4/113 51261C