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HomeMy WebLinkAboutPlansARCHITECTURAL ABBREVIATIONS A.F.F. ABOVE FINISHED FLOOR FTG. FOOTING R.D. ROOF DRAIN ACOUS. ACOUSTICAL FDN. FOUNDATION RM ROOM ADD. ADDENDA FURN. FURNISH R.S. ROUGH SAWN ADJ. ADJACENT GAL. GALLON RCP REFLECTED CEILING PLAN AGGR. AGGREGATE GA. GAUGE R.W. RETAINING WALL ALT. ALTERNATE GALV. GALVANIZED REF. REFER ALUM. ALUMINUM G.C. GENERAL CONTRACTOR REFR. REFRIGERATOR APPROX. APPROXIMATE GL. GLASS REINF. REINFORCE ARCH. ARCHITECT GR. GRADE REBA REINFORCING BAR A.S.A.P. AS SOON AS POSSIBLE GYP. WB. GYPSUM WALLBOARD RESIL. RESILIENT BM. BEAM HDWR. HARDWARE REQD REQUIRED BRG. BEARING HD. HEAD R RISER B.F.F. BELOW FINISHED FLOOR HVAC HEATING, VENT & AC R.O. ROUGH OPENING BET. BETWEEN HORIZ. HORIZONTAL SAN. SANITARY BLK. BLOCK HP HORSEPOWER SECT. SECTION BSMT. BASEMENT HWH HOT WATER HEATER SEW. SEWER B.T.U. BRITISH THERMAL UNIT HT. HEIGHT SHT. SHEET BD. BOARD INCL. INCLUDE SHLV. SHELVING B.O. BOTTOM OF INFO. INFORMATION SIM. SIMILAR BLDG. BUILDING INSP. INSPECTOR SL. SLIDING CAB. CABINET I.D. INSIDE DIAMETER SHWP. SOLAR HOT WATER PANELS C.L. CENTERLINE INSUL. INSULATION STC SOUND TRANSMISSION CLG. CEILING INT. INTERIOR SPEC. SPECIFICATION CER. CERAMIC JT. JOINT SQ. SQUARE CLR. CLEAR JCT. JUNCTION S.F. SQUARE FEET CLO. CLOSET KWH KILOWATT HOUR S.S. STAINLESS STEEL D. DRYER LAB. LABORATORY STD. STANDARD W. WASHER LAM. LAMINATE STL. STEEL COL. COLUMN LAV. LAVATORY STRUCT. STRUCTURAL CONC. CONCRETE LT. LIGHT SUB. SUBSTITUTE C.J. CONTROL JOINT MFR. MANUFACTURER SUPPL. SUPPLEMENT CONT. CONTINUOUS MATL. MATERIAL S4S SURFACED 4 SIDES COORD. COORDINATE M.O. MASONRY OPENING SUSP. SUSPENDED CTR. COUNTER MTL. METAL T.B.R. TO BE REMOVED C/S COUNTER SINK MAX. MAXIMUM TEL. TELEPHONE C.F. CUBIC FEET MECH. MECHANICAL T.V. TELEVISION D.P. DAMPROOFING M.C. MECH CONTRACTOR TEMP. TEMPERED DEPT. DEPARTMENT MED. MEDICINE THK. THICK DTL. DETAIL MIN. MINIMUM TLT. TOILET O,DIA. DIAMETER MISC. MISCELLANEOUS TPH TOILET PAPER HOLDER DIM. DIMENSION NOM. NOMINAL T&G TONGUE & GROOVE D.W. DISHWASHER N.I.C. NOT IN CONTRACT T&B TOP AND BOTTOM DN DOWN N/A NOTAPPLICABLE T.O. TOP OF DR. DRAIN N.T.S. NOT TO SCALE T.O.F.F. TOP OF FINISH FLOOR DWG. DRAWING O.C. ON CENTERS T TREAD EA. EACH OPNG. OPENING TYP. TYPICAL E.W. EACH WAY OPP. OPPOSITE UG. UNDERGROUND ELEC. ELECTRICAL ORN. ORNAMENTAL UNGL. UNGLAZED E.C. ELEC. CONTRACTOR OPP.H. OPPOSITE HAND UNFIN. UNFINISHED EL. ELEVATION O.D. OUTSIDE DIAMETER U.N.O. UNLESS NOTED OTHERWISE ENG. ENGINEER PTN. PARTITION U.B.C. UNIFORM BUILDING CODE EQ. EQUAL D PENNY V.I.F. VERIFY IN FIELD (EXG.) EXISTING PERE PERFORATED VERT. VERTICAL E.J. EXPANSION JOINT PLAST. PLASTER VAT. VINYL ASBESTOS TILE EXP. EXPOSED PLAS. PLASTIC V VOLT ` EXT. EXTERIOR PL PLATE W.H. WALL HYDRANT F.O. FACE OF PLEX. PLEXIGLASS W/C WATER CLOSET FIN. FINISH PLMB. PLUMBING WP. WATERPROOF F.P. FIREPROOF PLY. PLYWOOD WT. WEIGHT F.P. FIREPLACE PROJ. PROJECT WWF. WELDED WIRE FABRIC FIXT. FIXTURE PROP. PROPERTY WDW. WINDOW FLR. FLOOR Q.T. QUARRY TILE W/ WITH F.D. FLOOR DRAIN QTY. QUANTITY W/O WITHOUT FT. FOOT, FEET R. RADIUS WD. WOOD WKG. WORKING ARCHITECTURAL SYMBOLS SYMBOLLEGEND 100'-0" T.O. PLY ----847 -- X XXX X XXX X XXX XXX xxx x\� xx Please Recycle! TOP OF ELEVATION EXISTING CONTOUR NEW CONTOUR BUILDING ENVELOPE PROPERTY LINE CENTER LINE HIDDEN LINE BREAK LINE DETAIL NO. SHEET NO. BUILDING SECTION SHEET NO. ELEVATION SHEET NO. ROOM NAME ROOM NUMBER DOOR MARK WINDOW MARK NUMBERED REVISION MATERIAL INDICATIONS EARTH COMPACTED FILL POROUS FILL UNDISTURBED SOIL CONCRETE lL CAST r L GROUT MASONRY CONCRETE BLOCK BRICK STONE M ETAL METAL ROOFING STEEL INSULATION BATT RUHM RIGID FINISHES -� GYP BD F CARPET CERAMIC TILE STONE TILE ACOUSTICALTILE ELEVATION MATERIAL INDICATIONS PLASTER/STUCCO STONE VENEER TILE SHINGLES RIVER ROCK WOOD FINISH ROUGH BLOCKING GLU-LAM PLYWOOD NOTE TO CONTRACTOR All products, materials and equipment that are called out specifically be brand name and model are being used as a performance and quality standard. Contractor can submit alternates to be approved as equals by engineer, architect or construction manager. GENERAL NOTES 1. The AIA document A201 "General Conditions of the Contract for Construction", latest edition or other contract between Owner and General Contractor, are hereby made a part of these contract documents, except as amended herein. One copy to be forwarded to architect. 2. The contract documents consist of the Contract for Construction, the general notes, the specifications, and the drawings, which are cooperative and continuous. Work indicated or reasonably implied in any one of the documents shall be supplied as though fully covered in all. Any discrepancy between the different parts should be reported to the architect immediately. 3. All work shall comply with all state and local codes and ordinances and shall be performed to the highest standards of craftsmanship by journeyman of the appropriate trades. 4. These documents are intended to include all labor, materials, equipment and services required to complete on a turnkey basis all work described or implied herein. It is the responsibility of the contractor to bring to the attention of the architect any conditions, which will not permit construction according to the intentions of these documents. It is the responsibility of the architect to provide details and/or directions regarding design intent where it is required for construction. 5. All work shall be erected plumb and true to line in accordance with best practices of the trade and manufacturers' recommendations for the particular item. 6. Shop drawings shall be submitted to the architect for his or her review where called for anywhere in these documents. Review shall be made by the architect before work is begun, and work shall conform to the reviewed shop drawings subject to replacement as required for samples in paragraph 5, above. 7. The building inspector shall be notified by the contractor when there is need if inspection as required by the uniform building code or by any local code or ordinance. 8. The contractor shall be responsible for the safety and care of adjacent properties during construction for compliance with federal and state OSHA regulations, and for the protection of all work until it is delivered completed to the owner. 9. All dimensions noted take precedence over scaled dimensions. Detailed drawings take precedence over smaller scale drawings. 10. Contractor shall verify and coordinate all openings through floors, ceilings, and walls with design drawings, and structural, mechanical, plumbing and electrical systems. 11. Contractor will assume responsibility for items requiring coordination and resolution during the bidding process. 12. Contractor shall verify all space dimensions as shown with existing job conditions before starting construction. 13. Contractor shall, when work is installed or existing finishes are disturbed, refinish such areas to match existing. 14. The contractor shall check and verify contract documents and field conditions for accuracy confirming that all work is build -able as shown before proceeding with construction. If there are any questions regarding these or other coordination questions, the contractor is responsible for obtaining clarification with the architect before proceeding with work or related question. 15. Any questions regarding the intent of the drawings or specifications are to be clarified with the architect before ordering materials or proceeding with the work in question or related work. 16. All items are new unless called out as "existing". 17. Any discrepancies in dimensions or conditions to be immediately brought to the attention of the architect. 18. All work to be done in accordance with the Builder's Guide to Cold Climates, 2006. Copies are available at www.buildingsciencepress.com 19. All dimensions on approved steel shop drawings supersede dimensions on Architectural Drawings. VICINITY MAP Refer to plan attachments for Garfield County Building Requirements and comprehensive list of Plan Review Notations. APPREMVIED, SUBJECT TO NOTED r,� , EXCEPTION'S & IivPE., r r GARFIELD COUNTY BUIL N DEP TMENT DATE'4 Ig M7 SY_WO FIELD COPY NO INSPECTION WITHOUT THESE: PLANS ON SITE Page Of MARK DATE - _ - 3.3.2011 DATE PRINTED: 312111 FILE: RESTORE2.0-9 DESCRIPTION CD 1 PERMIT PROJECT DATA PROJECT LOCATION HABITAT RESTORE 7025 HWY 82 GARFIELD COUNTY, COLORADO LEGAL DESCRIPTION 4.365 ACRES OF LAND AMENDED FYRWALD EXEMPTION PLAT LOT 4 RECEPTION NO. 547543, GARFIELD COUNTY, COLORADO OWNER HABITAT FOR HUMANITY - ROARING FORK DANA DALLA BETTA, CONSTRUCTION MANAGER T. (970) 456-6601 7025 HWY 82, BOX 2 GLENWOOD SPINGS CO, 81601 ARCHITECT GREEN LINE ARCHITECTS STEVE NOVY, PRINCIPAL ARCHITECT 65 NORTH 4TH STREET, SUITE 5 CARBONDALE, CO 81623 T: 970.963.6689 F: 970.963.0265 E: snovy@greenlinearchitects.com STRUCTURAL / CIVIL / MECHANICAL ENGINEER SGM CHRIS LEHRMAN, PE, PROJECT MANAGER 118 WEST SIXTH ST. SUITE 200 GLENWOOD SPRINGS, CO 81601 T: 970.945.1004 E: chrisl@sgm-inc.com LIGHTING DESIGNER ALPENGLOW, LIGHTING DESIGN, INC AARON HUMPHREY 4341 COUNTY RD. 131 CARBONDALE, CO 81623 T. 970.948.2637 E: aaron@alpenglowinc.com FIRE PROTECTION SYSTEM DESIGNER EBS DESIGN SERVICES, LLC ERIC SLATER, SET 138 SOUTH PARK SQUARE, SUITE 201 FRUITA, CO 81521 T:970.812.6648 E: ericlslater@yahoo.com SEPTIC SYSTEM DESIGNER ALL SERVICE SEPTIC, LLC CARLA OSTBERG, MPH, REHS 33 FOUR WHEEL DRIVE RD. CARBONDALE, CO 81623 T: 970.309.5259 E: carla@allserviceseptic.com CODE COMPLIANCE BUILDING CONSTRUCTION: TYPE V, B/ ZONING: COMMERCIAL GENERAL ALLOWABLE CALCULATED BUILDING HEIGHT 40'-0" ✓ 31'-9" FLOOR AREA RATIO' 50% 21.7% LOT COVERAGE 85% 68% BUILDING SQUARE FOOTAGE 41,488 SF LOT AREA 191,036 SF NUMBER OF STORIES: ONE BUILDING AREA: SPRINKLED BUILDING WITH 60 FEET OF FRONTAGE ALLOWS FOR UNLIMITED SQUARE FOOTAGE PER SECTION 507.3 GARFIELD CPUNTY CODES: 2015 IBC, IFGC, IMC, IPC.✓ 2009 IECC V SNOWLOAD AT ROOF: 40 PSFYP TO 7,000 FT. ELEV.✓ SEISMIC DESIGN CATEGORY '(B j- C F%A, C*Utt WEATHERING PROBABILITY FOR CONCRETE: SEVERE TERMITE INFEST�P.H OBABILITY: NONE TO SLIGHT WIND SPEE . 9 M/l5 mph fat• sYt ucf. SfzccS DECAY PROBAE WIND EXPOSURE: B OR C FROST DEPTH: 36" TO 8,000 FT. ELEV. OCCUPANCY CLASSIFICATION - M (MERCANTILE) 1/ (SEE A-3.1 FLOOR PLAN FOR AREA CALCS) ACCESSORY OCCUPANCIES: S1 (STORAGE) AND B (BUSINESS) EGRESS WIDTH: 673 OCCUPANTS x 0.2" PER OCCUPANT PER TABLE 1005.1 = 134.6" (11'-2 Actual Egress width = 172" (14'-4") STRUCTURAL DESIGN: RISK CATEGORY 11 2012 & 2015 IBC PER TABLE 1604.5 ARCHITECTURAL DRAWING LIST A- 1.1 INFO SHEET EX - 1 EXISTING CONDITIONS SURVEY A- 1.2 OUTLINE SPECIFICATIONS A- 1.3 OUTLINE SPECIFICATIONS A- 2.1 PLAT (BY OTHERS) A- 2.2 SITE PLAN W/BLDG. LOCATION, PARKING & LANDSCAPING A- 2.3 RIGHT OF WAY SITE PLAN A- 3.1 FLOOR PLAN A- 3.2 FLOOR PLAN DETAILS A-3.3 ROOF PLAN A- 3.4 REFLECTED CEILING PLAN A- 3.5 FLOOR FINISH PLAN A- 3.6 INTERIOR FINISH PLAN A- 3.7 EGRESS, ACCESSIBLE ROUTE & SIGNAGE PLAN A - 3.8 LOADING DOCK DETAILS A-4.1 ELEVATIONS A - 4.2 ELEVATIONS A- 5.1 BUILDING SECTIONS A-6.1 WALL SECTIONS A-6.2 WALL SECTIONS A-6.3 WALL SECTIONS A- 6.4 WALL SECTIONS A- 6.5 WINDOW AND DOOR DETAILS A- 7.1 INTERIOR ELEVATIONS KITCHEN / STAFF BREAK ROOM A- 7.2 INTERIOR ELEVATIONS P.O.S. / REPAIR SHOP A- 7.3 INTERIOR ELEVATIONS BATHROOMS A- 7.4 INTERIOR ELEVATIONS BATHROOMS A- 8.1 SCHEDULES - WINDOW AND DOOR A- 8.2 SCHEDULES -APPLIANCE AND ACCESSORIES STRUCTURAL & CIVIL DRAWING LIST S1 GENERAL NOTES AND DETAILS S2 FOUNDATION PLAN S3 DETAILS S4 DETAILS 1 GRADING AND DRAINAGE PLAN 2 SITE UTILITY PLAN 3 EROSION CONTROL & CONSTRUCTION MANAGEMENT PLAN MEP DRAWING LIST M-1.01 M-1.02 MAIN LEVEL HVAC PLAN ROOF HVAC PLAN M-1.03 ENLARGED MECHANICAL PLANS M-1.04 ENLARGED MECHANICAL PLANS M-5.01 MECHANICAL DETAILS /\ M-5.02 SPECIFICATIONS AND DETAILS M-6.01 MECHANICAL SCHEDULES M-6.02 MECHANICAL LEGEND AND NOTES P-1.01 MAIN LEVEL PLUMBING PLAN P-1.02 ENLARGED PLUMBING PLAN P-1.03 ENLARGED PLUMBING PLAN V P-5.01 PLUMBING DETAILS P-5.02 PLUMBING DETAILS P-6.01 PLUMBING SCHEDULES P-6.02 PLUMBING LEGEND AND NOTES E-1.01 MAIN LEVEL ELECTRICAL PLAN E-1.02 ROOF ELECTRICAL PLAN E-1.03 LOW VOLTAGE ELECTRICAL PLAN E-1.04 MAIN ENTRANCE ENLARGED ELECTRICAL PLAN E-6.01 ELECTRICAL SCHEDULES ELECTRICAL LEGEND AND NOTES E-6.02 LIGHTING DRAWING LIST EL 0.0 LIGHTING LEGEND EL 0.1 LIGHTING LEGEND U. EL 1.0 SITE LIGHTING PLAN EL 2.0 LIGHTING PLAN t-- FIRE PROTECTION DRAWING LIST FP - 1 FIRE PROTECTION PLAN FP - 2 FP DETAILS SEPTIC DRAWNG LIST W1.0 SITE PLAN W2.0 PROPOSED OWTS W3.0 STA PLAN / STA SECTION W4.0 DETAILS 11 :�Att �Idz u I 1 All ♦ 0 WA I .F 'r` HA51TAT FOR HUMANITY - ROARING FORK VALLEY - - 65 North 4th Street.. Suite 5 - Carbondale, CC _ - T. 970.9E c o www.greenlinearchite, CM I t� yr 0 0 0 �� o N67 p m rn G J o INFO SHEET C CO W .._ c �3 � � Q N U _ u • L A o `." m -= r 3 I m J r� r GRAPHIC SCALE 20 ,0 W (INS) 1 inch = 40 R -LEGEND- 0 - Fond 4anument as aescn ® - Fiord fh w & Cap• is 38215 a - Found Rd & Cap. is / 19598 al - set bM at prapased bud6ng coma II - nedm Trandonner inn - Way pore # - tight Pole Qr - rdephac Ped ® - Awl - water wW - fie n,Lmnt Q-sanitary Sera tla,diok Qo - Stain llanrok X rein line OE oeatwnd Eta tine - concrete -Garet - Asphan paving etc M Inch -3, ,Feet 9 Found 3.25" CDOT Bross Cap I \ I S52'31'54'W \ 64.32' \ r r Ir / I \ Found Rebor de Cap, LS 1 38215 / S \ Lot 1 Section 6 Existing Conditions Map Lots 3 & 4, Fyrwald Exemption Situated in Lot 20, Section 1, T.7 S., R.89 W. and in Lot 1, Section 7, T.7 S., R.88 W. of the bth P.M. Garfield County, Colorado Lot 1 Section 7 V. 9 Walk_: \ •` ; _ \ _ _ Cp Storm DrainIn 18'ABS: 3.�2• -\ (b `20.00i`�y S37"28'06'E =. \t ` ``: � --_�_-----:_-, ��. ``• Storm Drain I I 45.34 /°6 Inv Out 18'ABS: 60128' . - f n - Rad'as=10' `- �` ` \_.`- _ V.\- $ TBC -Ctr. Curb Cut Inlet .6p`� t6h GY �y �9 � Rxisting well "- 0 PERMIT NO. 66827—F �\ Tie from Northwesterly �/ T Comer Lot 4 -- Storm pH _ - - Rim: sm.5' ��r N08'50'05 E 287.61'' �. \. ---- •-- _ - Inv NE: 600-5 -/ ' - - `` •-`• Inv : t 6011T o\% '\0. \:.`. �- ; - _:LOT 20 j o ' / �� ,' �I F r, \ i UA�UVt Uf �I uT_4 \ \ ` Y SECTION 1 I L t7l"AI Vowd bSAW/W to V►wf di otcfm 1 614-644 Sifc 01vu fi'oti 9 T G011Ao 40h - CURVE TABLE - CURVE# ARC LENGTH RADM DELTA ANGLE CHORD BEARING CHORD LENGTH C1 42.10' 100.00' 24a7'12" S40'28'18"W 41.79' C2 96.96' 60.00' 92'35'18' N1442'21"E 86.75' C3 60.12' 60.00' 572C42- N8942'21"E 57,64' C4 21-57' 35.00' 35'l8'47" S31-11'1T"E 21-23' C5 3.08' 5.00' 3518'47' S31'11'14"E 3.03' C6 4.20' 5.00' 48'07'46' N2446'44"W 4.08' C7 29.40' 35.00' 48'0T46" N24'46'44"W 28.54' 1 Notice: j According to Colorado Law, you must commence any legal action based upon any defect in this survey within three o years after you first discover such defect. In no event may any legal action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. - LINE TABLE - LINE # BEARING DISTANCE Li N0513'42"W 163.81' L2 N0513'427W 166.44' L3 N1331'50"W 65.94' L4 N1331'50'W 63.76' L5 S48'50'37"E 45.27' L6 S48'50'37"E 45.27' L7 N89'17'09"E 30.00' �'b?GG 3�00 A i I I Access & '-: ...- :`\- \ - i 1 '•� ° : 11 .�ig .c `Utl. Esmt 3 t : ; \� • roo 1 - \ - - ' \ - SITE BENCH A KI I. i EANF1w&T I 6rt bds Found Reties 8c ': ------------ \ ; ' \ r I .h. %- 1 _ - (some trills : LS 19598 I c j dirt trails - © #.' (some trills may not be slwlrb) Elev,6028.91' may not be shown) 1 + , - ph t _ . r 1 c \ 1 \I , o ,ca �•-... -'� ; >>, _ \ ri \ioo oil - - ,l 'r 25' °-v.... � :__ _ 1 V i � � �• ." \ � � i i l _ F c�ij I' - _ tt14pF'. 19. \ a. r Oo LOT 3 : , \\ \ 6,, ;,� rF -: o 58,41$ sq. ft.# �\ \ \ \ I - C3 1 -- `iFtT ..'.-- -:: A...-:'ii. i - ----: I I 8�4' aT =L.5— — -\' -------------------------------- - _ ...........-24(},ft ...._.—aitdl ' - — - -x=�, '"`S89'17'09"W' 393.13' COMMERICAL INVESTMENTS, LLC P.O. BOX 17330 LITTLE ROCK, AR 72222 �\ NOTES: 1. This map has been prepared pursuant to client request for an Existing Conditions Map. 2. Date of field survey : February 21, 2017. 3. Units of linear measurements are displayed in US Survey Feet 4. SCM will not be responsible for any changes made to this document after it leaves our possession. Any copy, facsimile, etc, of this document must be compared to the original signed, sealed and dated document to insure the accuracy of the information shown on any such copy, and to insure that no such changes have been made. 5. Any subsurface utlitles not shown, were not marked by appropriate utility companies at the time of this survey and therefore may not be shown hereon. Only paint marks and utility pin flags on the ground surface were surveyed by SGM as part of this survey. Client/contractor must contact specific utility companies to verify both the location and depth of respective utilities. Additional surveying work may be required to show any such subsurface utility locations on this drawing. SCM will not be responsible for protection of subsurface utilities. E At client request, and to contain costs, some information shown hereon is based on prior surveys prepared by others. 7. Fences shown hereon, if any, have been shown for general reference and do not necessarily depict limits of ownership. This map was prepared without benefit of a current title commitment The property shown hereon is subject to all easements, rights —of —way, building setbacks or other restrictions of record, as such items may affect this property. This survey does not represent a title search by this surveyor to determine ownership or to discover easements or other encumbrances of record. All information pertaining to ownership, easement and other encumbrances of record has been taken from the Second Amended Fyrwald Exemption Plat recorded as Reception No. 872140 of the Garfield County records. SURVEYOR'S CERTIFICATE: 1, David A Cooper, being a Registered Land Surveyor, licensed in the State of Colorado, do hereby certify that this map of existing conditions was prepared on March 1, 2017, from a survey performed on February 21, 2017, under my direct supervision and checking, and that both the survey and map are true and accurate to the best of my knowledge and bef �o�pDO-L/ Fps David A. Cooper o Cob. Reg. P.LS. # 29030 :`Q '•; For, and on ? ° 30 10 behaf of SGM /J , ► �r # Revision Date I By Job No. SGMtots 3 & 4, Fyrwald Exemption 1 Drawn by 118 West Sixth Street Suite 200Existing Conditions Map Date: Glenwood Springs, CO 81601 Garfield County, COCC> 4 Approved: 970.945.1004 www.sgm-inc.com 1 5 1 1 1 File: 2016-11 HabiwECMap EX-1 PLAT NOTES: SECOND AMENDED FYRWALD EXEMPTION PLAT 1. THE PURPOSE OF THIS SECOND AMENDED PLAT IS TO ADJUST THE LOT LINE BETWEEN LOT 3 AND LOT 4 OF AMENDING LOT 3 AND LOT 4 OF AMENDED FYRWALD EXEMPTION PLAT THE AMENDED FYRWALD EXEMPTION PLAT. 2. BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF S3778'08"E BETWEEN COLORA00 DEPARTMENT OF RECORDED AS RECEPTION NO. 547543 HIGHWAYS RIGHT-OF-WAY MONUMENT, A FOUND 3-1/4' BRASS CAP AND THE NORTHEASTERLY PROPERTY CORNER OF LOT 4, A FOUND NO.5 REBAR AND 1-1/4- YELLOW PLASTIC GAP LS19598 AS SHOWN HERE. SITUATED IN LOT 20 OF SECTION i , TOWNSHIP 7 SOUTH, RANGE 89 WEST, LOT 1 IN SECTION 6 & 3. DATE OF SURVEY: MAY 27. 2015. { 4. UNEER UNITS USED TO PERFORM THIS SURVEY WERE U.S. SURVEY FEET. LOT 1 IN SECTION 7, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH P.M., 5. THIS SURVEY IS BASED ON THE AMENDED FYRWALD EXEMPTION PLAT RECORDED AS RECEPTION N0. 547543 COUNTY OF GARFIELD, STATE OF COLORADO AND CORNERS FOUND IN PLACE AS SHOWN. 6. THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS AND EASEMENTS OF RECORD OR IN PLACE AND EXCEPTIONS TO TITLE SHOWN IN THE TITLE COMMITMENT PREPARED BY COMMONWEALTH TITHE COMPANY OF GARFIELD COUNTY, INC., EFFECTIVE DATE: AUGUST 21, 2014 (FILE NUMBER 1408032). 7 THIS SECOND AMENDED FYRWALD EXEMPTION PLAT 15 SUBJECT TO ALL EASEMENTS AND PLAT NOTES SHOWN PI,;, }' IS ON THE AMENDED FYRWALD EXEMPTION RECORDED AS RECEPTION NO. 547543. B. THIS PROPERTY IS SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS AND ALL MATTERS SET FORTH IN AMENDED DECLARATION RECORDED MAY 14, 2006 AS RECEPTION NO. 748523. t � v 9. CONTROL OF NOXIOUS WEEDS IS THE RESPONSIBILITY OF THE PROPERTY OWNERS..('v 'T�a�€;;, 10. NO OPEN HEARTH SOLID -FUEL FIREPLACES WILL BE ALLOWED ANYWHERE WITHIN THE SUBDIVISION. ONE (1) \ "T i'^,v CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT BEARING CHORD C7 24'07.1 100.00' 42.10' 21.37' N40'28'18"E 41.79' C2 92, WE 8" 60.00' 96.96' 62.77' S 14'42'21' W 8&75' C3 57' 4'42' 60.00' 60.12' 32.86' N 89'42'21" E 57.64' C4 35'18.47" 35.00' 21.57' 11.14' S 31'11.14' E 21.2S C5 35-18'47- 5.00 3.08 1.59' N 3777'14° W 3.03' C6 48-07'46" 5.00' 4.20' 2.2S S 24'46'44' E ---W' 4.08' C7 4 7' 35.00' 29.40' 15.63' 2446 44W NEW SOUD-FUEL BURNING STOVE AS DEFINED BY C.R.S. 25-7-401. ET. SEQ., AND THE REGULATIONS PROMULGATED THEREUNDER, WILL BE ALLOWED IN ANY DWELLING UNIT. ALL DWELLING NG UNITS BE ALLOWED FOUND 3-1/4* ORA - _ DEPARTMENTT OOF HIGHWAYS \ AN UNRESTRICTED NUMBER OF NATURAL GAS BURNING STOVES AND APPLIANCES. BRASS CAP \ 11. ALL EXTERIOR UGHTING WILL BE THE MINIMUM AMOUNT NECESSARY AND ALL EXTERIOR UGHTING WILL BE \ AMENDED FYRWALD - ,.�.� -.a.. LOT DIRECTED INWARD AND DOWNWARD, TOWARDS THE INTERIOR OF THE SUBDIVISION, EXCEPT THAT PROVISIONS EXEMPTION PLAT SECTION 6 MAY BE MADE TO ALLOW FOR SAFETY UGHTING THAT GOES BEYOND THE PROPERTY BOUNDARIES. \ e7� RECEPTION NO.547543 - 10• - 12 COLORADO IS A "RIGHT -TO -FARM' STATE PURSUANT TO C.R.S. 35-3-101. ET SEQ. LANDOWNERS, RESIDENTS \ 1= AND VISITORS MUST BE PREPARED TO ACCEPT THE ACTIVITIES, SIGHTS, SOUNDS AND SMELLS OF GARFIELD , LINE TABLE LINE LENGTH BEARING Li 163.81' S 051S42" E L2 166. 44' N 05*13'42" W L3 65.94' S 13'31'W E L4 63.75' N 13*31'50' W L5 45.27' S 48'50'37' E L6 45.27' N 48'50'37" W L7 30.00' N 89*17*09" E COUNTRS AGRICULTURAL OPERATIONS AS A NORMAL AND NECESSARY ASPECT OF LIVING IN A COUNTY NTH A \ 3 STRONG RURAL CHARACTER AND A HEALTHY RANCHING SECTOR. THOSE WITH AN URBAN SENSITIVITY MAYLOT PERCEIVE SUCH ACTIVITIES, SIGHTS, SOUND, AND SMELLS ONLY AS INCONVENIENCE EYESORE, NOISE AND \ ODOR. HOWEVER, STATE LAW AND COUNTY POLICY PROVIDE THAT RANCHING, FARMING AND OTHER''r, \ \ ' �r,: • ��- AGRICULTURAL ACTIVITIES AND OPERATIONS WITHIN GARFIELD COUNTY SHALL NOT BE CONSIDERED TO BE A N52'31'54"E NUISANCES SO LONG AS OPERATED IN CONFORMANCE NTH THE LAW AND IN A NON -NEGLIGENT MANNER. YTm \ 64.32' THEREFORE, ALL MUST BE PREPARED TO ENCOUNTER NOISES, ODOR, UGHTS, MUD, DUST, SMOKE, CHEMICALS, MACHINERY ON PUBLIC ROADS, LIVESTOCK ON PUBUC ROADS, STORAGE AND DISPOSAL OF MANURE, AND THE APPLICATION BY SPRAYING OR OTHERWISE OF CHEMICAL FERTIUZERS, SOIL AMENDMENT, HERBICIDE, AND PESTICIDES, ANY ONE OR MORE OF WHICH MAY NATURALLY OCCUR AS PART OF A LEGAL AND - - '• �-' x 1. ,-• - NON-NEGUGENT AGRICULTURAL OPERATIONS. n LOT 21 \ SET No. 5 REBAR 13. ALL OWNERS OF LAND, WHETHER RANCH OR RESIDENCE HAVE OBLIGATIONS UNDER STATE LAW AND COUNTY ORANGE PLASTIC CAP \ REGULATIONS WITH REGARD TO THE MAINTENANCE OF FENCES AND IRRIGATION DITCHES. CONTROLLING WEEDS, 'MARKED W.C. HGE INC. KEEPING LIVESTOCK AND PETS UNDER CONTROL, USING PROPERTY IN ACCORDANCE NTH ZONING, AND OTHER ' \ LSM215 \ ASPECTS OF USING AND MAINTAINING PROPERTY. RESIDENTS AND LANDOWNERS ARE ENCOURAGED TO LEARN ABOUT THESE RIGHTS AND RESPONSIBILITIES AN ACT AS GOOD NEIGH80RS AND CITIZENS OF THE COUNTY. A GOOD INTRODUCTORY SOURCE FOR SUCH INFORMATION IS "A GUIDE TO RURAL LIVING & SMALL SCALE F'• \ \/ \ \ LOT I AGRICULTURE' PUT OUT BY THE COLORADO STATE UNIVERSITY EXTENSION OFFICE IN GARFIELD COUNTY. 's \ r, , \ _ SECTION 7 14. THE MINERAL RIGHTS ASSOCIATED NTH THIS PROPERTY MAY NOT BE TRANSFERRED WITH THE SURFACE av \ / 30' ESTATE THEREFORE ALLOWING THE POTENTAL FOR NATURAL RESOURCE EXTRACTION ON THE PROPERTY BY THE MINERAL ESTATE OWNER0' ACCESS S) OR IFCSEE(S). - /®\ I & UNITY 15. DOGS KEPT ON THE PROPERTY SHALL BE IN A FENCED YARD OR ON A LEASH TO PREVENT HARASSMENT OF YF \ / EASEMENT =t WILDLIFE. 16. FENCING ON THE PROPERTY SHALL COMPLY WITH THE COLORADO PARKS AND WILDLIFE SPECIFICATIONS FOR 'A "- 90EWALK NLDUFE-FRIENDLY FENCING. �O .T. \ P•-51ORM \ v d 2 TiTLE CERTIFICATE \ / GRAB t`q'Pi r I, �(ti1(-iL ? • l��H^w2il AN ATTORNEY LICENSED TO PRACTICE LAW IN THE 2122�/ STATE OF COLORADO, OR AGENT AUTHORIZED BY A TITLE INSURANCE COMPANY, DO HEREBY CERTIFY THAT I HAVE EXAMINED 4H& TITLE IHG.-EFFEGV.E DA,TO ALL LANDS SHOWN UPON THIS PLAT AND THAT Ell£ TO SUCH LANDS IS VESTED DH ., FREE AND CLEAR OF ALL Z ;.'. �\ \ LENSr AiIT-F]CCOMB A S INCLUDING M TGAGES, DEEDS OF TRUST, JUDGMENTS, EASEMENTS, CONTRACTS Q -„ SET NO. 5 REBAR & \ ,t v RT ,x ' PFs°T $=?-F _I AGREEMENTS OF RECORD AFFECTIN, THE REAL PROPE�TY IN iHIS PLAn, EXCEPT AS FOLLOWS: �- sA .A 1-1/4" YELLOW PLASTIC , n��" � 537.28'O6'E CORMIR � 4��-Y �XCv_ $i DnS 5 _t-{v, L.T 1� Co M,nw l^ w>2✓� Y1t1Veh IN l oll0 U- p. :3 / CAP LS38215 _ - � 45.34' N0S5005E (TYPICAL) * H a 1•>•s�YY11'�I� uwTa�1 lv, orwr-I,na' oryal ey. c. - DATED THIS I DAY OF r2_e_QWY�2 r A.D., 2019 TITLE COMPANY AGENT OR IAC C \ \ vvv \ \ 1 M \ \ \ N37'09 09"W I \ 3 \ \ 4. LOT O0 \ 63.07 NI \ LOT a \\ A, SECTION I ,� i m \ \ 191,036 s.F.t \ I -I \ 4.365 Ac.# 15, UTILITY \ FOUND REBAR & I YELLOW PLASTIC LS19599 MINERAL RIGHTS OWNERSHIP BY: ACCORDING TO DEED RECORDED DECEMBER 28. 1955 IN BOOK 372 .� ATTORNEY AT PAGE 175 JOSEPHINE CORYELL RETAINED AN UNDIVIDED ONE-HALF COLORADO ATTORNEY REGISTRATION NO. INTEREST IN ANY AND ALL OIL, GAS AND OTHER MINERALS ON OR , UNDER THE SUBJECT PROPERTY. = COUNTY SURVEYOR'S CERTIFICATE UENHOLDER CONSENT AND SUBORDINATION APPROVED FOR CONTENT AND FORM ONLY AND NOT THE ACCURACY OF SURVEYS, CALCULATIONS OR DRAFTING, PURSUANT TO C.R.S., 38-51-101 AND 102, ET SEC. THE UNDERSIGNED, BEING THE BENEFICIARY UNDER A DEED OF TRUST GRANTED BY THE OWNER(S) UPON THE REAL PROPERTY PLATTED AND DIVIDED AS SHOWN UPON THE WITHIN TN i THIS SECOND AMENDED FYRWALD EXEMPTION PLAT, CERTIFIES THAT THE UNDERSIGNED DATED THIS - DAY OF L�C FXAP-_I _ 20LT HAS REVIEWED THE SECOND AMENDED FYRWALD FYEMPTION PLAT AND BY THIS _ 7 CERTIFICATION HEREBY CONSENTS TO SAID SECOND AMENDED FYRWALD EXEMPTION PLAT - AND TO THE RECORDING THEREOF. BENEFICIARY FURTHER CONSENTS TO SAID SECOND BYZ-��j•,/�?ig AMENDED FYRWALD EXEMPTION PLAT AS STATED IN THE CERTIFICATE OF DEDICATION AND GARFlELD COUNTY SURVEYOR OWNERSHIP EXECUTED BY THE OWNER(S) HEREON, AND HEREBY SUBORDINATES ANY INTEREST THAT BENEFICIARY MAY HAVE IN AND TO THE PROPERTY SUBJECT TO SUCH DEDICATION, TO THE ENTITY(IES) OR THE GENERAL PUBLIC TO WHICH SUCH DEDICATION IS MADE COUNTY COMMISSIONERS CERTIFICATE EXECUTED THIS DAY of % - (' r. A.D.. 20L y. BASED UPON THE REVIEW AND RECOMMENDATION OF THE GARFIELD COUNTY DIRECTOR OF COMMUNITY DEVELOPMENT, THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, BARNETT-FYRWALD HOLDINGS INC. A COLORADO CORPORATION COLORADO, HEREBY APPROVES THIS SECOND AMENDED EXEMPTION PLAT THIS '$�' DAY 415 E. HYMAN OF . 1p.+tiv.mr A.D., 201(f, FOR FILING WITH THE CLERK AND RECORDER OF GARFlLD COUNTI' AND FOR CONVEYANCE TO THE COUNTY OF THE PUBLIC DEDICATIONS ASPEN, COL IDO BIT- E--� _ SHOWN HEREON, SUBJECT TO THE PROVISION THAT APPROVAL IN NO WAY OBLIGATES 6 GARFIELD COUNTY FOR THE FINANCING OR CONSTRUCTION OF IMPROVEMENTS ON LANDS, BY: PUBLIC ROADS, HIGHWAYS OR EASEMENTS DEDICATED TO THE PUBLIC, EXCEPT AS `ERNST R. FYRW�, PARTNER SPECIFICALLY AGREED TO BY THE BOARD OF COUNTY COMMISSIONERS BY SUBSEQUENT RESOLUTION. THIS APPROVAL SHALL IN NO WAY OBLIGATE GARFIELD COUNTY FOR THE ONSTRUCTION, AIR OR MAINTENANCE OF PUBLIC ROADS, HIGHWAYS OR ANY OTHER BLIC DEDICA DNS, SHOWN HEREON. STATE OF1 p )SS COUNTY OFl, ) BY: ' CHAIRI,iAN BO OF COUNTY L:OMMISSIONERS THE FOREG?,NfJ UENHOLDER C((NSENT AND SUBORDINATION, WAS ACKNOWLEDGED BEFORE CARFlEELLpD COUNTY, LGRADO ME THIS .JIi'_"DAY OF ' `+'tV f Y1 Yit',V 201°j BY ERNST R. FYRWALD AS } PARTNER OF BARNETT-FYRWALD HOLDINGS, INC. ' \ELD CO _ WITNESS Y HAND AND )THE SEAL OF THE COUNTY OF GARFlE Q c -p"•••° ...•'•;t',A.c MY COMMISSION EXPIRES: ATTEST: ^�"'1-•• rr, I ' --- :P'�L+y NTY CLERK sT WITNESS MY HAND AND SEAL ALEXIA J MENDOZA VASOUEZ •"•Newry Palik �� _ SMtA of Col mao ORA00• NO RY UBUC flawy ID201440411-79 NOTUE: ACCORgNG TD OOLORADO LAW Y04J MUST COMMENCE ANY LEGAL GDIDFIlSfNOW EK01ws 0I 22, 20IS ACRON BASED UPON ANY DEFECT IN THIS SURVEY WTON THREE YEARS AFTER YOU FIRST DISCOVER 9UGH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YENS FROM THE DATE OF CERIVIICATON SHOWN HEREON. PLAT FASEMFNT 9 i 20' DRAINAGE 30' ACC \� &DRAINAGE E UTILITY \ e" EASEMENT EASEMENT \ 2D' WIDE BE VA EASEMENT (TO BE VACATED) I' P . �• I \ °Y FOUND REBAR & 1-1/4' II EASSEMENT V`, \ '< YELLOW PLASTIC CAP LS19598 > SETBACK N Cr (\ \ 08VV\ D 10 SETBACK S\ p �10 (TYPICAL) \ FOUND REBAR & 1 y \ LOT 3 �n '1 \ fY\ \ YELL01 s9998C CAP I �I 58,418 S.F.t rn L7� \ 1.341 Act _ J r - N \ 10' SETBACK � \ \ \ I 89.64' \ \ Rs' MANAGE EAR \ \ � I I o N88'55'51"W 1 & UTILITY \ \ (TYPICAL) \ \ I CA OD A "\ EASEMENT DITCH - _ _--_- L- _JJN 1 ._ .. _ .. - ..-240.07,- .. - 153.06 m _ 1 S89'1T09"W 393.13' 52.04' - \ FEND REBAR LI 1CAP' L FOUND REBAR TI 1CAP YELLOW PLA$nG CAP FOUND ALUMINUM YLY,lAW PLASTIC CAP \ L519598 CAP LS P2580 OWNER LS19598 58737'E GARFRID COUNTY COMMERICAL INL WENTS, LLC 48,41' P.O. BOX 17330 LITTLE ROCK, AR 72M cP WATER SPIGOT 0 4" PVC RISER CLEAN -OUT © ELECTRIC MANHOLE V FIRE HYDRANT O TELEPHONE PEDESTAL GRAPHIC SCALE D4 WATER VALVE w 0 3o m 120 ® WELL 10., POWER POLE ( aT FEET ) OE OVERHEAD ELECTRIC LINE t inch = 80 fL X FENCE LINE MARK DA E T DESCRIPTION -PERMIT IMENTS LLC 7330 R 72222 & 1-1/4- TIC CAP Op(p S 36 - '2£H7 Rp4�NG W4Y�2 I P I yr �Po ay SUBJECT qO,� �O.p,o PROPERTY °q q° O p A _ y0 I I � B I I 12 C I 4 T P (CO TLe �F - --�'9- Pk--- 17 c w U liw Z > jUUJ Z 0 toE awes Urc 0 z ° G W02DO ZU N z o�Fw w 5O 6 °o 06 E wo2o 5w ° ° Z�0 N}wo w ] Q� jw " Q QU C MID 0 fVWQW U N JMUQ U L ] VICINITY MAP SCALE: 1"=2000' CERTIFICATE OF TAXES PAID I, THE UNDERSIGNED, DO HEREBY CERTIFY THAT E ENTIRE AMOUNT OF TAXES AND Uj ASSESSMENTS DUE AND PAYABLE AS OF f B�� nJk,1,Q_$$UPON ALL PARCELS OF REAL ESTATE DESCRIBED ON THIS PLAT ARE PAID FULL. )� DATED THIS A&Y OF hVV_&K _&r - A.D., 2015 R0g3&D �]) ,JF% •'•tea Z GARFIELD COUN TREASURER �6,�y�.•,,,,�o�P° CERTIFICATE OF OWNERSHIP p �O Y a = m S Ln THE UNDERSIGNED HABITAT FOR HUMANITY ROARING FORK BEING SOLE OWNER IN FEE 'm o LL N OF ALL THAT REAL PROPERTY SITUATED IN GARFIELD COUNTY, DESCRIBED AS FOLLOWS: w A TRACT OF LAND SITUATED IN LOT 20 OF SECTION 1, TOWNSHIP 7 SOUTH, RANGE 89 WEST a r a OF THE 6TH PRINCIPAL MERIDIAN, LOT 1 IN SECTION 6 AND LOT 1 IN SECTION 7, TOWNSHIP 7 o u O 4 SOUTH, RANGE 8B WEST OF THE 6TH PRINCIPAL MERIDIAN, GARFIELD COUNTY, COLORADO, LYING SOUTHERLY OF STATE HIGHWAY NO. 82 AND NORTHEASTERLY OF DENVER & RIO GRANDE WESTERN RAILROAD (ASPEN BRANCH), DESCRIBED AS FOLLOWS: LOT 3 AND LOT 4 OF THE AMENDED FYRWALD EXEMPTION PLAT ACCORDING TO THE PLAT °z THEREOF RECORDED JUNE 26. 1999 AS RECEPTION NO. 547543. z CONTAINING 5.706 ACRES, MORE OR LESS, HAVE CAUSED THE DESCRIBED REAL PROPERTY TO A0 BE SURVEYED, LAID OUT, PLATTED AND SUBDIVIDED INTO LOTS AND BLOCKS AS SHOWN ON THIS EXEMPTION PLAT UNDER THE NAME AND STYLE OF SECOND AMENDED FRYWALD 10 EXEMPTION PLAT, A SUBDIVISION IN COUNTY OF GARFIELD. THE OWNER(S) DO) HEREBY L z N DEDICATE AND SET APART ALL OF THE STREETS AND ROADS AS SHOWN ON THE .0 ACCOMPANYING PLAT TO THE USE OF THE PUBLIC FOREVER, AND HEREBY DEDICATE(S) TO THE p , HA PUBLIC UTILITIES THOSE PORTIONS OF SAID REAL PROPERTY WHICH ARE LABELED AS UTILITY EASEMENTS ON THE ACCOMPANYING PLAT AS PERPETUAL EASEMENTS FOR THE INSTALLATION W W 0 AND MAINTENANCE OF UTILITIES. IRRIGATION AND DRAINAGE FACILITIES INCLUDING. BUT NOT 1- 0 " LIMITED TO. ELECTRIC LINES, GAS LINES AND TELEPHONE LINES, TOGETHER NTH THE RIGHT TO Z AN V `.. U TRIM INTERFERING TREES AND BRUSH, WITH PERPETUAL RIGHT OF INGRESS AND EGRESS FOR „� INSTALLATION AND MAINTENANCE OF SUCH ONES. SUCH EASEMENT AND RIGHTS SHALL BE UTILIZED IN A REASONABLE AND PRUDENT MANNER. ALL EXPENSE FOR STREET PAVING OR IMPROVGARFIEEMENTS SHALL BE FURNISHED BY THE SELLER Z OR PURCHASER, NOT BY THE COUNTY OF Z Z LL 7 I !! �'(i e'`^SC Q ILw T EXECUTED THIS DAY OF A.D.. 20I In r[[[(D OWNER: HABITAT FOR HUMANITY ROARING FORK J O v O u BY: f -J L l` Z 0 SCOTT GILBERT. PRESIDENT O In w m .. Z STATE OF COLORADO ) U O SS I COUNTY OF GARPIEED ) O, THE FOREGOING CERTIF,kCATE OF DEDICATION AND OWNERSHIP WAS ACKNOWLEDGED BEFORE ME -- r=pp V THIS I_ DAY OF I 1-.;-•!-- A.D., 207_• BY SCOTT GILBERT AS PRESIDENT OF HABITAT FOR HUMANITY ROARING FORK. I MY COMMISSION EXPIRES: WITNESS MY HAND AND OFFICIAL SEAL ' >� +01 C+kDT3DD NOTARY PUBLIC T--- ND• %, 1D IPD'^Q 67c+ uty "")1a •( R''t CvTTA"+* _HnYE.r;a 35 N ,4{:�+X•>NRN^CA"S V KG`4`+YRACC•ll✓'=+K';. `K'`='3 SURVEYOR`S CERTIFICATE RODNEY P. KISER DO HEREBY CERTIFY A FY THAT M A PROFESSIONAL LAND SURVEYOR LICENSED UNDER O THE LAWS THE STATE OF DO, THAT THIS PLAT IS A TRUE, CORRECT AND COMPLETE PLAT OF SECOND O Q E EXEMPTION AMENDEDAS FYRWALD EXEMPTION PLAT, AS LAID OUT, PLATTED, DEDICATED AND SHOWN HEREON, THAT SUCH PLAT WAS MADE FROM AN ACCURATE SURVEY OF SAID PROPERTY BY ME AND UNDER MY Q 0 SUPERVISION AND CORRECTLY SHOWS THE LOCATION AND DIMENSIONS OF THE LOTS, EASEMENTS AND Q STREETS OF SECOND AMENDED FYRWALD EXEMPTION PLAT AS THE SAME ARE STAKED UPON THE GROUND IN COMPLIANCE NTH APPLICABLE REGULATIONS GOVERCNING THE SUBDIVISION OF LAND. q 0 F IN WITNESS WHEREOF I HAVE SET MY HAND AND SEAL THIS `✓TODAY O OFlww 2015. < a Ln ❑ Z } 0 �h 2(D W /. �z o0 F Z � BY: fI RODNEY P. KISER, L.S. #38215 TJ � F a� O LL Z A HIGH COUNTRY ENGINEERING, INC. s A In �" O 1517 BLAKE AVENUE, SUITE 101 7 33�7T2 5 �� Q W U GLENWOOD SPRINGS, CO 81601 ff S `(/ O Q 11':0$r QO ZOW _z W U CLERK AND RECORDER`S CERTIFICATE W 0 N IL Q OHS PLAT UNTY ATW,_ O'CED FOCK RD IN THE THS ICE OF OAYTME LERKLAND RECORDERL1¢pOF AND S DULY RECORDED AS RECEPTION NO._ I.1� �R (' n 2/ n CLER RECORDERRECORDER BY:111d �, �'L� D Pun I PROJECTNO.I 214176t 1 OF 1 HABITAT RESTORE green ine T E C T S - 65 North 4th Street, Suite 5 - Carbondale, CO 81623 T. 970.963.6689 www.gree nli nearch itects. com - . Please Recycle' DATE PRINTED: 312111 _FILE: RESTORE2.49-9_..- HA51TAT FOR HUMANITY - ROARING FORK VALLEY A-2.1 j / / TO PROPERTY SETBACK _ \ SIGN. -' j. PROPERTY SETBACK - - I _ /- - PROPERTY LINE _ - - - - _ L - - - / - - - - - - - - - - _ // \ // j�iVJ►AI __--I-------------------- --------- ------------- - — lr ------------------- ` f / �ss�, f f,A,► ` - - - - - _ \ ` - A LOT IMPROVEMENT CERTIFICATE, SEALED BY A COLORADO LICENSED SURVEYOR, IS I ! / wwwvvv��_ \ REQUIRED AT FOUNDATION INSPECTION TO VERIFY STRUCTURE IS IN COMPLIANCE WITH 'MECH. EQUIPM 8 eeLB �_� I I BUILDING ENVELOPE AND/OR SETBACK REQUIREMENTS INCLUDING ROOF PROJECTIONS. REVEGETATE - - �" DIA. TUBE TYP. AS NEEDED STL. FILL 27'-3T W/NATIVE GRASES, ---� WIGONG. BOLLARDS 36" HT. y 1 3 \ 4 O 7 \\ 8 9 \\ 1 1 \\ 1 \ \ \ \ \ 7 \ CHAIN LINK FENCING \\ WELL \ \ \ \ PROPERTY LINE I� Scfbv�k.�-gyp \ \ -PROPERTY SETBACK \ \ V A \ \ \ \ice \\ GARBAGE le FIRE SUPPRESSION \ I \ \ \ \ ,. " - _ \ \ \ \ \I \ _ t \ \ \\ \ GONG, ( / 111 TANKS (BURIED) DASHED \ _LSHADED ... 4 - - -4 - - + - - - - - - l� - \ L^J \ \ \\ \\ - SLOPE AWAY FROM .� . • v-V- \ I \\ \ \ \ \ \\ BLDG. 1 /4" PER FT. - � Q(SEE FDCFAND I \r \\\ \\\\\ \\ STROBE LOCATION °Q . .� , °'� L . _ I I \ \ \ \ — — — \ \ \ \ \ \ \'�\ \\ \ MEGH. EQUIPMENT (SEE FP-3) \I GONG. RA1�R�: --�\� _\\ \\—\ — �\ /\\\\\\\\�\ \\ CONIC, SHADED, SLOPE - - \ \ \ HAIN LINK j AWAY FROM BLDG. - \ t I \ \\ I \\ \\ I \\ I I \\ \\ \\ \�-------- \�� �\,�ING 1 /4 PER FT. ESTO S T\�-{ `rAi�D \\\ \\ \ r \ \ \ 1 — 4- — L-ds i—@0 — — — — — 1 \ 8-e CHAIN k\\\\ \ k I� — \� „ _ \ -JI I 1 Imo\ � — � \ \ � \ \ \ \ \ X \SITE ro@22-4?'� \,� I \ I I \ —�m AccESS GA 1 '�- NORTH YARD 28�" \ I I \I I \ I I \ I I ` I \ I I \ 2 \ \ � \ \\ \\ \\ 2$-1 1/ \\ p a CONC. STEPS - \G \ +(� METER\LOCATION III \\ 1\ I I \\ \ �� v�v -�- �„v`v -. I 6@25 V�f 5�e GRAVEL �- y 11 ACT\\ : • : .. '� .. SHADD, \ RENEGE?�QTE WITH \� \ X 16\ - a GES"S .. .. GA�i�1 ° 1J PE AWAY FROt-t NATIVE RASES / /< 8 1 P Cz S A ES \� 4 _ a `1=t�RNNrTU BLDG. 1/4" PER FT. + " 24 -0 R "/IEGE ATE I H _ .� A NATIVE RASES AG"G.ESS \ 1 \ \ \ i CHAIN LINK FENCING 1 ACE \ TO SITE ASPHALT, EXISTING 1 0 6 9:=�=:=� I 1 -- �� \ I I \ _ VAN FiG HG 4{C HG HGII - - \ \ I — = r-�� \ iIL t ) 9' X @\\ 1 20,0„ 12'-21' X 2e' - I - - ` 1 1WHEEL STO\f�S cONGREfE, TYP. LAWN AREA --\GONG. CURB , VAN PKG. SP,�GE WHEEL STOPS - NEW ASPHALT \_ - - -- -1 I R Q 0 \ , I� I Dr- Lor 7� \ SEPTIC FIELD ,A,ronr LOCATION (2\\52 FT. X 12 Ft. �\ \ �> 1 yl \ J'_0" \ �' / / // 2.13 Uwe f y 00�'^' M 9t* �f r .u* � @ �� I.1 ��. s cEs \ - _ �,�'g ' TS EGETATE WIT�I I \ �\ v \ i ATI VE GRASES, TY \ \ v REVEGETATE WITH PROPERTY LINE\ `- PROPERTY SETBACK \ \ NATIVE GRASES, TYP. AS NEEDED \ / / / _ wen i /e 13A"if AwtA41d tV Pewkim (ayaUt Uri#h M"� W O- Up PARKING REQUIRED t0 75 POWi4LLi awts Parking Required I Parking Use Type Sq. Ft. Parking Spaces Per'-Total_Parkingi_ cessible Parking Accessible Van Allowed Compact sq.ft. Spaces Spaces Req. Parking Spaces Parking Spaces Req. Retail/Office 41,488 250 165.95 6 1 30 Total 41488 165.95 SITE PLAN SCALE: 1" = 20' MARK DATE Tr DESCRIPTION �3.3.201T I GD 1 PERMIT A R C H I T E C T S - - -- - -- -- - - 65 North 4th Street. Suite 5 - Carbondale, Co 81623� T. 970.963.6689 www.greenlinearchitects.com HA51TAT RE!5TORE SITE PLAN WITH PARKING AND LANDSCAPING HABITAT FOR HUMANITY - ROARINCs FORK VALLEY —2. Please Recycle! DATE PRINTED: 3/2111 FILE: RE5TORE2.6-9 Q Q O Q 5.1 Q a 1 t8" ROOF OVERHANG, Q _ PROPERTY SET AGK DASHED, TYP 5 PROP RTY SETBACK I (HEAVY DASHED LINE) _ 312' e" 0,-e DASHED LINE) 6.3 (HEAV 19 -e" -_ 24'-e" 24'-e' 24'-e" 24'-e" 24"-e"" L 24"-e" _i4'-e"' 24 -e" 24 -e" _.. __- 24 e' - 24 -e° 24'-e"' _24 -9° —_ 19 -e° i -- v CHAIN LINK F NGE - - - - - - - - - - - - - - - - - — - - - - - - -_ - - - - - - - - - - - - - - - - - - - 77777777=— - _ - - - - _ - - - - - - - - - - - - - - - �r� - - - - - - .— - - -i —0— — - - — - ,� � Nil �j � I -.. l( I I i I I I I I I I I I I Orb"t�G ""IT -- -- - 1— -- ---1 --- -- ------ - -- --- - -- r— ��N✓OMINCsI-- - SOLD -I — I I m I STORAGE 1 .- �1 OvERHEAD GARAGE DOOR 1 11 h• 1 ' � ' I I I r-"-w`' -STL. COL I t-3 I I �',� .� ,� m I I FLOOR DRAIN, SEE I u - REGEIVINC�I,- MP _ P-I DRAWINGS FOR' I / 11 I I PUMP v�' — s.a O MORE DETAIL 1 I � ° ��- ss.a -� 1 PICKUP Icy 0 IHR. WALLS -CEILIN I y �ar P PU . P ROOM I 0L I fyQ, © " PITCH FLOOR 35-_1�Q 99"-II t rvV I 1/4'" PER FT. TO F.D. I$ T_O AY o- — — — - — — — — — —— -Q — — -- -- -- -- — —— --- — — YA N. SLA D SLAB I m I I I WATER TREATMENT I I �j ', FLOOR DRAIN, SEE i v �- GL T, S' .� � P-I RAWINGS FOR I I O BAi /y (� I �j57 oeGu�awl�S I �' �� MORE DETAIL HOSE BIB m v a((Ult�f(}j r v{ I I STL. G YP. - - 2,. - �' - O T �uhLl�066 filaad>50p -------------------- I -- 3 1/2 39 2' 3 I/ 32' 9 1/4 1 _ -- - r' n g&fi'ow lolo.1 21 F I k -CUPOLA ABOVE I� � r I 1 1 I REfiAIL FLOOi�2ul EC, —Ov II 39 '1'i3 SQ FT I 1 r Q �GK - 'L GARAGE DOOR - - -- - - - - - — - 3 - I-.I-.-.�.- - -. L-- - -.- - -.- - - -- -.- - 1-.-.-.-.-.- I -.-.-.-.-.—I- - �k- - -.I-.- - -.- - -.- -1 -.- - f I ' ==-�•1.- 5.1 99-II112 tee- _ FLOOR DRAIN, SEE IO. SLAB T.O. S AB t P-I DRAWINGS FOR 5 �c � MORE DETAIL 4.2 _ _ -- PITCH FLOOR 1 _7.I CUPOLA AB ) 2 1/4" PER FT. TO F.D. 4.1 1 \— HOSE BIB 1 1 1 1 INCOMING/ 1 1 3 I, TESTING I 6.2 --t-- - - - --- 1'--------- I - - - - - -- I I I I I I I I I 1 — -- -- �- - — � 1 - -- - — -- ---�— -- -- --- f - - --- --�- - - ---- ---� - ---- - a - �-0 o-� 1 - - I FLOOR DROOMS U (i Ul4f1 �bl I - ry I ALL BATHR S OI VI9R r'r f� p / b!/� to Sb SEE P-1 DRAWINGS U 1 FOR MORE DETAIL . h� " V'� i �� H 3. I I I 1 2 1 STL COL. III - -�� �IOWGVI `� l�v�01`K.L(/i�liV1 I I I C I _ f�''1' I I 1 m FLOOR DRAIN, SEE P-I DRAWINGS FOR \ v MORE DETAIL' \ m I I I I'I I T. .SLAB •� I I ��- °SLABs `ED STL. COL, TYP. LOGK� I CHAIN LINK _ \ I �� I �I REEZE PROOF _ 9 u 1/2 - ROOF OVERHANG, DASHED, TYP. FENCE 1 T. DG. I �, T. 5LA 7 O-5E BIB u_ s. ATERIA I `� _m or hW6u�l�lo�k� OVi�RE� I ARDEN/EXTERIb I 1 I I m T.O. sL s p� T , ( 3� 14+d4l ENTiR; I FURNITURE SALE GRAIN LINK Q GATE �(�� S of rS S,QG, I I'.t03 � 9k. (010. �.-1 e" 6.4 -m - --- _ ----- - _ ---: --_ - - _- -� �d -& — — — — E 4 e - �k IMG 1 1 2 6 RAINSGREEN FENCE STL COL = g 2 3 -6.3 p�j 110P..). ' - S 110f+ V"[ (MMl I Q ✓�� V OOR PLAN w SCALE: 3/32" = �'_a" NOTES I. APPROVED STEEL SHOPS SUPERSEDE ALL DIMENSIONS ON THIS SHEET. BATHROOMS REQUIRED Bathrooms Total # of Occupants Mercantile (M) 672.88 Accessory (A) = J 10.00 10% (M) max. WC Per Occupant Occupant Load Men 500 336.44 Occupant Load Women ;384 X, fl, WC's Total Per Classification 1 1 Total 2 OCCUPANCY CALCS Bldg. Type/ Classification Mercantile (M) Acc. Storage/ Mech Accessory Break Room Acc. Business (B) Sq. Ft. Gross Sq. Ft. per Total # of occupant Occupants 39,773 257 300 816 300 642 100 662.88 60 OCC. / SQ. F.T PER BUILDING OFFICIAL 1 :• 2.72 6.42 MARK DATE -T DESCRIPTION 3.3.2e11 1 C-D I PERMIT Maxi w11 ICI+ -11 -xv41 I3i4t"l = 250 r ROu4,C A = 40 + 13S t 3S ` 2 to - �OU4C 5 = 13"7+- 164 20 ' 1-7� > 6k- 'tzaitiit G = I2,g-13S I6o3 ESTORE ,q6, Ser(, 1-71241 346-2=17b IPs�446 I1$.3�j )R HUMANITY ROARING FORK VALLEY green line T E C T S 65 North 4th Street, Suite 5 Carbondale, CO 81623 T. 970.963.6689 www.greeniinearchitects.com FLOOR PLAN A-3.1 r� Please Recycle! Total 41,488 672.88 DATE PRINTED: 3/2111 FILE: RE5TORE2.e-9 �kfhroom iht&i or fi *q Pew° 9z(:�,fioo i210.2 Please Recycle! -7 11'-1" , 2'-6 3 -10" 5 1 /2" 9'-5 1 /2" 5 1 /2" ./ 111 1 /4" WALL MOUNT SI K I FULL HT. WALLS (DARK FILL), TYP. COUNTER/POS m O - m CHANGING LU CLO. O STATION 30" MAX. A.F.F. DROP DOWN LEAF ' COUNTER TOP -3 STAFF 06 10 REPAIR/ m POS FD i s t 1 ATI-I 94 � D I K 34" MAX. A.F.F. s I COUNTER TOP 5 1/2" 8'-2 \ 31\ 1 7 / 12'-6' HT. OVERHEAD DOOR UPWARD COILING SECURITY GRILL MODEL 611 W/ MANUAL OPERATION 115 DRINKING FOUNT NGLdS31l GiVI w(C 1Wi1NCf 7biNQ fo comply (p j f►i 1 66 Al t 7. 9c01'im 1002 - STATIO rt0116f f4e,i, (i i 4r s fit 6I Gov`pl y W `4h el Imo) I I and 1 cG A I M 1- WALL MOUNT SINK FULL HT. WALLS (DARK FILL) TYP Li F] -r11171E171 1vm, �. ALL KITCHEN APPPROVIDED 5 OW 3 1/2'" ES t0 BE PROVIDED BY OWNER 9"-0 A.F.F. WALLS 6-6"' 3 1/2" 14'-� 1/2° 112° 5"-Fi" 3 1/2" 20-11 3/4° 3 1/2" (LIGHT FILL), TYP. UTI ITY PROVIDE UMBING G ,I {-�'n 101 � INK GTIONS F PAIR 5 N m CONFERENCE - CLASS ROOM Jo m FD STAFF/KITCHEN, O O Iel Ie2 �1 y0 KR sR UTILITY � PA RY - �f4-1dhNJ j� FLOOR SINK m KITCHEN SINK ;_ f ti�hi AIR LOCK UTILITY ENTRY°PPL N 2p1% I UPPER GAB. DASHED MEC - - ( ff ll 3 1/2" 2' 3 1/2" I!o -I1 1/2" 3 _t_(2" _ 2 -6" 112" - �I-I -DW`- -- , - - 0 LOCKABLE DOOR EXTERIOR MAt L. ' • ° CsARDEN° /XtERi. SALES`OVEs CaYERI^D ENTRY RHANG, °.G FURNITURE SALES P T A DSHED, Y. �I ' I. I • ` •,L'OGKAEfLE ATE:. • • I �. • 10 MATCH -F AIN'SCREEN • I' . W W 3- v .v v W LL v w .� J. w J. W .✓ W v ' r •• ' • •. • • •. e • ° • •. ' • • ° •• •r ' °• ' , ° ° •• ' ° •° • • ' • •• •. ' '• ° • •• •e ° • •. , r. w w L y W W .L .Y W W W v W .v v W J• w .i ., J. W w w w .Y W • •Y W • • r • • • r . ° • r ' • r • • r • • • • r r . ' • r • . .✓ •Y w W W °Y W W v W W V- W w v v � v v W �I- w •✓ W W W W � • . r • r • . r • ° . 13 '0" w v a W � W W w w W v Y v .l. W W v ., u w w u v .,. Y L r °. • . • • ' ' • r • •r ' • 'r .. ,r r • '. • • . • r • r .. • ' ' • , wwGARDEM v W v Y .v •. _ .Y W v W v W W W W W W .Y v W W J. W J, .Y W W • r • . • . ° • ° • • • r • r v • ° e • • . . , • • • . • . r ' v r FLOOR PLAN DETAIL MARK DATE DESCRIPTION 3.3.2011 CD / PERMIT DATE PRINTED: 3/2/11 FILE: RESTORE2.0-9 - 1z III INIA HA51TAT FOR HUMANITY — ROARING FOR< VALLEY reen line A R C H I T E C T S - -- --- 65 North 4th Street, Suite 5- Carbondale, CO 81623 T. 970.963.6689 www.greenlinearchilects.com FLOOR PLAN DETAILS A-3* 2 I GUTTER SNOW FENCE DOWN SPOUT, BELOW Q I STANDING SEAM MTL. ROOF, TYP. COLOR #1 NOTES: 1. GENERAL CONTRACTOR TO COORDINATE FINAL LOCATION OF PV ARRAY(S) WITH SOLAR CONTRACTOR. I©lI 4 n R RRI I GUTTER _ REGULAT IONS, TYP. �I I SNOW FENCE I I I N i I DOWN SPOUT I BELOW II MTL RIDGE CAP. II ap I i I I LI I I I III I � ' l i III III I -- — i It PV PANELS l i MOUNTED TO I STANDING SEAM i ROOFING BELOW I ---------— _—_--IT--� c0 I 'I I 4 I II ilip0 � I j I 11 II I i i I i i II III p, i I i i I 111 Ili j I i -- - -_ ----� -- -- -- i -_ - -- _ _ SNOW FENCE 7 VALLEY FLASHING STANDING SEAM MTL ROOF, TYP. COLOR #1 I DOWNSPOUT, BELOW STANDING SEAM MTL. ROOF, TYP. COLOR #2, WALLS BELOW DASHED TYP. f I I I I I I I I I I I GUTTER SNOW FENCE ROOF PLAN '�` �� i 4 rr�. to �c i SCALE: 3/32" = 1 -0 MARK DATE 3-3-201'1 DATE PRINTED; 3120 FILE: RESTORE2.0-9 DESCRIPTION GD / PERMIT "w HA51TAT RE5TORE HA51TAT FOR HUMANITY — ROARING FORK VALLEY reen line A R C H I T E C T S - - 65 North 4th Street, Suite 5- Carbondale. CO 81623 T 970.963.6689 www.greenl(nearchitects.com ROOF PLAN A-3. Please Recycle! T T q) T T I Ei -0" 24'-0" 24'-0" 24'-0` 2 PV PANELS I I I I I I i i I _ - MTL RIDGE CAP i DOOR, BEYOND STL R I 12 2 1— 15TL BEAM CHAIN LINK FENCE -- --- —PROVIDE ATTACHMENT FOR 2X(6 SEALED / FINISHED CONCRETE AT END OF LOADING DOCK I I I RIDGE CAP STANDING SEAM MTL ROOFING COLOR #2 III'-0' WDW. HD. H 1.. 2XfoWOOD RAIN SCREEN ACCESS TO EXT. MATERIAL SALES, — - BEYOND XISTING GRADE, DASHED TYP. FINISHED GRADE I I I 12 2F— 4_- STL TRUSS I I I I I STL COL PV PANELS, TYP I _Il�il—I I�I�II—I—Im rm 0 0 0 — — 0 0INNG g r ..• - - .- • • . iL5- c i • R9r pi 0 0 Q BUILDING HEIGHT PER GARFIELD COUNTY CODE AVERAGE NATURAL GROUND GRADE HORIZONTAL PLANE = S5.55 FT (BUILDING) / 6021.55 ( 9xi f d aW a4i eevt-a pw gtat A-3:7 a++v&WJ- p(a 24"-0 24'-0 24'-0" I I I I I II - i c E3 GENERAL NOTES: I. COLOR KEY: COLOR #I- ZINC GREY - KYNAR #432R1020 (SMOOTH TEXT.) -LOCATION: ROOF, 2:12 COLOR #2- SPARTAN BRONZE - KYNAR #437R210 (SMOOTH TEXT.) -LOCATION: ROOF, ENTRY AND CUPOLA COLOR #3- SPARTAN BRONZE - KYNAR #437R210 (400 WAVE PANEL EM50SSED) -LOCATION: SIDING, HORIZONTAL PANEL COLOR #4- TAUPESTONE - KYNAR #437C1254 (KS SHADOWLINE) -LOCATION: SIDING, VERTICAL PANEL C SOUTH/EAS SCALE: 3/32" = 1'-&- 0 ro 4 lA O �D lE 1F I,;iu, l' r Q fir: M s I MTL SKIRT HORZ. COLOR #3, TYP Rto(;4 jj i H4fA UaQk? 10" gt-VOM 150-7 i PV PANELS, TYP. MTL SIDING HORZ. COLOR #3 I 2A FINISHED GRADE SOUTH/WEST ELEVATION SCALE: 3/32" = 1'-0" MTL. SIDING HORZ. COLOR #3 I I 11 II .:...- i O� CUPOLA PARTIAL ELEVATION, TYP. - - --- '� SCALE: 3/32" - = 1'-0" 6 Q (A-) Q 24'-0" 24'-0" 24'-0" 24"-0" I lr.�►,c� ®rbo�,c i I .ticr f walkwc�w` MTL SIDING VERT. SIDING HORZ. �GOLOR #4 — _ COLOR #3_ ✓✓ ay *rom IaMI c(i J MARK DATE DESCRIPTION 3.3.2011 CD / PERMIT 1L1111 LI J11LI LI Li l l L11 1111LI i I i I i I i t! I 11,f1LLt l I I I I I I 111111111.1 1 I L L I 1 P I I I 1 i 1 1 I I 1 LL1.LLlll NORTH/E45T ELEVATION SCALE: 3/32" = 1'-0" HA51TAT REST Pv PANELS, TYP. �12S A' WDW. 1-ID.HT. INT. OF BLDG. (SHADED) '-_.EXISTING GRADE, DASHED, TYP. MTL. RIDGE CAP 10' � III I STANDING SEAM MTL 11 ROOF, TYP. COLOR #2, I I I i �125"2 v I STANDING SEAM MTL. - --F—ROOFING COLOR #I, I 12 I 2 � I C—WDW. HD. HT. — I CHAIN LINK FENCE MWIF • - �i reen ins A R C H I T E C T S - -- 65 North 4th Street, Suite 5 Carbondale, CO 81623 T. 970.963.6689 www.greenlinearchitects.com ELEVATIONS ,> Please Recycle! DATE PRINTED: 3/2/11 FILE: RESTORE2.0-9 HABITAT FOR HUMANITY - ROARING FORK VALLEYI J GENERAL NOTES: 1. VIDesign and construction shall be in accordance with the requirements of the International Building Code, 2015 Edition (2015 IBC). Loads used in design are as follows: -Roof LL = 40 psf (Snow) / -Roof DL = 5 psf (minimum), 25 psf (maximum) -Floor LL = 125 psf -Wind pressure based on 115 mph, 3 sec gust, Exposure C -Seismic Design Category C ✓ 2. Design based on recommendations from the Geotechnicol Investigation Report for the on site material prepared by CTL Thompson, Project No. GS06008.000-125, Doted March 29, 2016. Design values used are as follows: -Maximum Soil Bearing Pressure = 2,500 psf -Minimum ros no ec on =ft J. Earthwork shall be performed in accordance with the Geotechnical Investigation Report.. A geotechnical engineer is recommended to observe all excavation and compaction operations. Backfill shall be placed in uniform lifts on both sides of wall. 4. Concrete shall be mixed, placed, cured, and tested in accordance with the latest edition of Building Code Requirements for Structural Concrete, ACl 318. Construction joints not shown on the drawings shall not be installed without prior approval from the Engineer. Concrete mix shall conform to the following: Element., w/c Ratio: Strength: Entrained Air: Walls, Footings, 0.45 4000 psi NR Structural Slabs Curb, Gutter, 0.45 4500 psi 5 - 79 Flatwork Interior Flatwork 0.50 4000 psi NR Concrete coverage for reinforcing steel shall provide the following. • Concrete poured permanently against earth: 3" • Concrete poured in forms (exposed to weather, fluid or earth): 2" • Concrete (not exposed to weather, fluid, or earth) • Slabs and walls 3/4" • Beams and columns 1 112" 5. Contractor to coordinate concrete penetration sizes and locations for pipes and conduits. Insert sleeve in concrete to provide 114" clearance all around pipe or conduit and caulk all joints. 6. Reinforcing shall conform to ASTM A615, Grade 60. Horizontal reinforcing shall be made continuous around corners by providing "L" bars or lop splices. Lop all reinforcing 36 bar diameters unless noted otherwise. 7. All steel shall be ASTM A36, Grade 50 for shapes and plates, and ASTM A500, Grade B for square tube columns. Anchor bolts shall be ASTM A307 All stainless steel shall be ASTM A304 or A316. All welds shall be made with E70XX electrode in conformance with AWS D1.1. Contractor shall follow all manufacturers' recommendations for installation and storage of materials. S. Prefabricated metal building shall be designed for loads shown above. Calculations and shop drawings shall be signed and sealed by c Colorado registered engineer. Submit calculations and shop drawings to the Engineer for review and approval prior to fabrication. Foundation construction can not begin until prefabricated metal building shop drawings ore approved and foundation design reviewed and amended accordingly. 9. Provide floor drains where located on plans. Slope floor area in four foot radius 29 to floor drain. See mechanical plans and specification division 15000 for oil mechanical system and plumbing requirements. 10. Dimensions are to edge of framing or concrete, unless noted otherwise. Masonry dimensions ore nominal. All dimensions on drawings shall be field verified All discrepancies shall be brought to the attention of the Engineer and Owner prior to construction. 11. It is the responsibility of the Contractor to coordinate construction with all equipment and utilities, and verify sizes and locations before construction. 12, STABILITY DURING ERECTION: Foundation walls and framing are not stable until all framing, connections, floors, and roofs have been installed and connected in accordance with these plans and the 2015 IBC. It is the responsibility of the contractor to provide temporary bracing to stabilize framing until the structure is complete. Roof framing (trusses and rafters) shall be provided with Simpson connectors fully installed prior to sheathing installation. Backfill Notes: A. After excavation, a soils engineer must verify the soil bearing conditions prior to forming and placing concrete. B. Prior to bockfilling, concrete shall be allowed to cure a minimum of seven (7) days and testing completed to show that 28-day compressive strength will be attained. Material used for structural backfill shall be granular fill and approved by the Geotechnical Engineer. Suitable on -site material shall be free of organics, debris, and rocks greater than 3'10, and may be used for backfill upon approval Extent of structural backfill adjacent to the structure shall be the area bounded by a 45-degree line extending out from the bottom edge of the 4" grovel leveling course. Backfill and compact in maximum 8" loose lifts. Statement of Special Inspections This Statement of Special Inspections is prepared in accordance with the 2015 International Building Code Section 1705. It is limited to structural elements and does not include requirements for fire resistant materials, insulation systems and smoke control systems as outlined in IBC Sections 1705.14, 1705.15, 1705.16, 1705.17, and 1705. 18. Additional Statements may be required from other Design Professionals. Items noted below by (X) shall be inspected or tested in accordance with the referenced standards or IBC reference. See IBC for appropriate references. Inspections and testing shall be performed by the Jurisdiction Building Official or by on approved agency recognized by the Building Official in accordance with IBC Section 1704. Table 1705,3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION PERIODIC SPECIAL CONTINUOUS INSPECT/ REFERENCED /BC TYPE SPECIAL INSPECTION ON STANDARDa REFERENCE 1. Inspection of reinforcing steel, AC/ 318 Ch. 20, including prestressing tendons, and - X 25.2, 25.3, 1908.4 verify placement. 26.6. 1-26.6.3 2. Reinforcing bar welding: - a. Verify weldabil/ty of reinforcing bars other than ASTMA706 X AWSD1.4 b. Inspect single -pass fi/(et welds, AC1318: 26.6.4 maximum 5116" and X c. Inspect all other welds X 3 Inspect anchors cast in concrete. - X ACI318: 1762 - 4. Inspect anchors post -installed in hardened concrete members.b a. Adhesive anchors installed AC1318: 17.8.2.4 horizontally or upwardly inclined X X - orientations to resist sustained tension loads. ACI 318: 17.8.2 b. Mechanical anchors and adhesive anchors not defined in 4.a 5. Verifying use of required design mix. - X AC1318: Ch. 19, 19X 1, 1904.2, 26.4.3, 26.4.4 1908.2, 1908.3 6. Prior to concrete placement, fabricate ASTM C 172 specimens for strength tests, perform ASTM C 31 slump and air content tests, and X - AC1318: 26.4, 1908.10 determine the temperature of the 26.12 concrete. 7. Inspect concrete and shotcrete 190811908.7, placement for proper application X - AC/ 318: 26.5 9 08.8 techniques. 8. Verify maintenance of specified curing - X AC1318. 1908.9 temperature and techniques 26.5326.5.5 9. Inspect prestressed concrete for. a. Application ofprestressing forces and X _ AC1318:26.10 - b. Grouting of bonded prestressing X _ tendons. 10. Inspect erection of precast concrete - X ACl3f8: Ch. 26.8 - members. If. Verify in -situ concrete strength, prior to stressing of tendons in post -tensioned concrete and prior to removal of shores - X AC1318., 26. 11.2 - and forms from beams and structural slabs. 12. Inspect formwork for shape, location AC/ 318: and dimensions of the concrete member - X 26.1 f.1.2(b) being formed. Table 1705.6 REQUIRED SPECIAL INSPECTIONSAND TESTS OFSO/LS CONTINUOUS SPECIAL PERIODIC SPECIAL TYPE INSPECTION INSPECTION f. Verify materials belowshatlow foundations are X adequate to achieve the design bearing capacity 2. Verify excavations are extended to proper X depth and have reached proper material. 3 Perform classification and testing of X compacted fill materials. 4. Verify use ofproper materials, densities and lift thicknesses during placement and compaction X of compacted fill 5. Prior to placement of compacted fill, observe subgrade and verify that site has been prepared X properly. Continuous Footing Schedule Mark Size Reinforcement Remarks Toe Widlh CF20 1'-0 x1'-0" (3)45's Continuous Top 0'6„ & Bottom #5's Transverse @ 11" CF30 3"-O"r1'-2" o.c. &(4)-#5'9Continuous 018" Top & Bottom #5's Transverse Ca 11" CF4.0 4'-0';r1'--4" o.c. &(5)45'5 Continuous 110" Top & Bottom #5's Transverse @ 11" CF50 5'-Mrl1 6" o.c. 46)45's Continuous 7 4" Top & Bottom Concrete Pier & Column Schedule Mark Size Reinforcement Remarks (8)45';Vertical, Standard Hook into C1.4 1'4';r1'4" (3)Each Face Footingateach #4 Ties CO 10" a. c. vert/ca/bar (8)45's Vertical, Standard Hook into C7.7 1'45r7'8" (3)Each Face Footingateach #4 Ties CO 10" a. c. vertical bar (8)45's Vertical, Standard Hook into C7.8 1'7015(7'-8" (3)Each Face Footingateach #4 Ties LW 10" a. c. vertica/bar (8)45's Vertical, Standard Hook into C2.0 1'-8'5r2'-0" (3)Each Face Footing at each #4 Ties LiV10"o.c. vertical bar (8)-#5's Vertical, Standard Hook into C22 I'-6'k2'-6" (3)Each Face Footing at each #4 Ties C7a 10"o.c. vertical bar (10)-45's Vertical, (3) Each Short Face, Standard Hook into C2.3 11-4",r2'-6" (4) Each Long Face Footingateach #4 Ties @10"o. c. vertica/bar (12)-#5's Vertical, Standard Hook into C2.5 2'-61:r1' 2" (4) Each Face Footing at each #4 Ties G7a 10"o. c. vertical bar (24)-#5's Vertical, Standard Hook into Po3'-O'5r3'-0" (7) Each Face Footingateach #4 Ties L010"a.c. vertical bar Retaining Wall Schedule Type Reinforcement #5's vertical L7a 11"a c. Centered 8" Wall In Wall #4's Continuous Hor7zonta/Ln 12"ac. footing Schedule Mark Size Reinforcement F4.0 4'-0i4'-O x1'-0" (4)-#5's Each Way Top & Bottom F5.0 5'-0'5r5'-01;r1'-0" (4)-#5's Each Way Top & Bottom F6.0 6'0'5(6'0'z1'4" (5)-#5's Each Way Top & Bottom F7.0 7'-0'x7'-0'x1'-6" /6)-#5's Each Way Top & Bottom F8.0 8'-0"x8'-O'x1'-6° (8)-#5's Each Way To" Bottom ABBREVIATIONS ® AT FDN FOUNDATION So SQUARE A. B. ANCHOR BOLT FF FINISHED FLOOR SS STAINLESS STEEL AFF ABOVE FINISHED FLOOR FRP FIBER REINFORCED PANEL STD STANDARD ARCH ARCHITECT FT FOOT STL STEEL B. BOTTOM OF FTG FOOTING T. TOP OF BF BOTTOM OF FOOTING H.A.S. HEADED ANCHOR STUD T&B TOP AND BOTTOM BLDG BUILDING HORIZ HORIZONTAL T.O.W. TOP OF WALL By BEAM HT HEAVY TIMBER TYP TYPICAL BRG BEARING INT INTERIOR U.N.O. UNLESS NOTED OTHERWISE BW BOTTOM OF WALL JT JOINT VERT VERTICAL C.LP. CAST IN PLACE MANUF MANUFACTURER V.I.F. VERIFY IN FIELD CJ CONTROL JOINT MAX MAXIMUM CLR CLEAR MIN MINIMUM CMU CONCRETE MASONRY UNIT O.A.E. OR APPROVED EQUAL CONC CONCRETE 0. C. ON CENTER CONT CONTINUOUS O.H. OVERHANG (EJ EXISTING PLY PLYWOOD �d EACH PT PRESSURE TREATED E.O. EDGE OF RE: REFERENCE E.S. EACH SIDE REINF REINFORCE EXP EXPANSION R.O. ROUGH OPENING EXT EXTERIOR SF SQUARE FEET FD FLOOR DRAIN Sly SIMILAR SYMBOLS LEGEND F� BEAM POCKET A REVISION MARK r_ BEAM HANGING ELEVATION MARK ®'-' BEAM BEARING BEARING, JOIST OR RAFTER ❑ SECTION CUT LABEL COLUMN ABOVE C� ■ COLUMN e ELEVATION VIEW LABEL OF GRID LINE = WOPL STEP _ FOOTING STEP PLYWOOD/SLAB STEP SYMBOLS LEGEND A REVISION MARK ELEVATION MARK J SECTION CUT LABEL ® ELEVATION VIEW LABEL -- GRID LINE l BEAM POCKET BEAM HANGING ®- BEAM BEARING BEARING, JOIST OR RAFTER COLUMN ABOVE ❑ ■ COLUMN 0 TOP OF COLUMN = WALL STEP FOOTING STEP PLYWOOD/SLAB STEP MATERIALS LEGEND 0 CAST IN PLACE CONCRETE NATIVE SOIL COMPACTED SOIL GRAVEL Construction Documents '- i 1 3/4" 1 I I c1.e I I B.O.F. I I -2 N I s3 I I I i SEE AZ2 I DIMENSIONS 12 3 S4 S3 i iy au CF2.0 i f O RAM B.O.F. B.O.F. _I CF2.0 95'-6" -- IIIIIII�Io r _1 r `` I _J 1.7 CF2.0 F5.0 SLOPE TOP I I B.O.F. OF WALL AND POUR1.7 SLAB OVER r I I CZ 0 I F5.0 I T O�SLAB I I S3 I I ' T 0.= 99i i i LO E I y o O I N r 1'-0 SLOPE TOP - OF WALL AND POUR SLAB OVER STAIR RISE d RUN PEI ARCI- EI r flL71 F5.0 9Cj _ I _ III IIIIIIII IIIIIIII IIIIIIII II-I . I II IIIIIIIIIIIIIIIII IIIIIIII III III II !' ,1 II I IIIIIII IIIIII IIIIII IIIII I1II II II I sc 34 1 . 9 4 24'-0" 24'-0" B.O.F. 3' 96'-3" ao _I1 C52Fo TANKS PER FIRE PROTECTION BURIED 100 PLANS B.O.F. B.O.F. .1 0. Ind a I 4- Fo ,CSLOPE SLAB TO FLOOR DRAINS SEE A35 FOR DRAIN, SLAB, AN.D PLUMBING DETAILS B.O.FB.O.F 95'-0" -it 11.4 Fa.o F8.0 III _ - 1 J�� iI IIIIIIIIIIII IIIIIIIIIIIII IIIIIIIII IS „-' tI IIIIIII IIIIII IIIIIIIIII I III III IIIII I - - II 1I F 7cF 801 .. B9o4 56. O '- .F "0 24 -O" BO.F 96 -3 Cz2 SEE A3 FOfi TY CONTROL JOINT PAT E0. C1.4 F8.0BOF 9-6" tr 24'-0" 7u 2 4 ' - 0' III I1 _ _ I _ _ 1 IIIIIIIIII I II IIIIIIIIII1Ij IIII1IIIIIII IIIIII _ IIIIII IIIIIIII1 IIIIII1IIIII1IIIIIIIIIIII I 'II,'lI'• rIIIIIIIIII IIII II1Il II1 IIIII III IIII � _I Ij1I C 2 F B 5 . D 04 F70 BO.F. B.O.F 96 6" W 1 1 97'-0" -44- I IC1.47 F8.0 ALIGN CONSTRUCTION JOINTS W/ COLUMB.O.F -t 11 l r 1IIIIII I - III1 III II1 fIII ' B . O . F 1I IIIII I IIIII B .O .F . IIIIIIIII IIIIIIIII I I IIIIII1 IIIIII1 f � C7� 11 11 I I 11 41 1 H RO.F 94'-O" S..0.F 95'-0" 95'-6' B.O.F.sTEP �94'-6" 4'-6" 96,_0" B.O.1 -1III1 1I _- 1( C . T 3 Y - 0 " II " ' _8 1' - O C" 2 .2 C F 4 0 2 B5 .= 0 P II " _ . - I f _ ( H-61 1 2 1 c2.5 T 7C2.315 IIIIII a c o � `v C 27S4 F 'h 50 70 o.F 7TB FM 0 6" C NCRETE SLAB ON 99-11 %2" �rQ =_6" B..F.0 94B.O.I GRAD W/ #4s ® 16" O.C.9-6" EA WAY ON 12" COMPACTED 2 B.O.FCSA C1.4 GRAVEL BASE PER GE0ECH I. 95' C. 19 .F. -6" F0F6.0 60 -o 996/2 - I --I - - - - - - - - - - - - - -- ---------- - - - - - .4 c14 c1.4 Bc� 1.4 1'-d/47-113148-0"8'-0" 84 8cB'--8'-0" 11 4 7 Construction Documents SIG M 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com 96'-6' 314 -0" 24'-O" 24'-0" B.O.F. B.O.F I c2 2 1 1 I F7.0 I-j I I �.o II II II II II II II II II II II II II II II II II II II II II II II II II II i B.O.F. _ - - I 97'-6" I 97'-6" I I I I I I I I I I I I C1.41 I I I C1.4 F8.0 II II II II II II II II II II 16" CONCRETE SLAB ON I I 100-'O" GRADE W/ j4s ® 16" O.C. I 1 EA WAY ON 12" COMPACTED I I T O. SLAB I' I GRAVEL BASE PER GEO TECH I;I I I I'I I I II II I,I 3 I I sA II II B.O.F. III ! 97 0 C1.4 C1.4 I 1 9T-6" I I I F8.0 I I I I F8.0 I-t r- I- r- II II II II II it I I III I I I'I II II I II SLOPE SLAB TO FLOOR DRAINS SEE A3.5 FOR I 1 IN, SLAB, AND I 1 PLUMBING DETAILS II II II II O F. I I B.O.F. I-r 1-I-96 oil I C22 F7.0 F7 0 sA r-1 '-6" 1 '-6" \ /.U.II b$ 100'-0' TYP. FOUNDATION PLAN SCALE 3%2" = I'-O" Restore 2.0 Habitat for Humanity - Roaring Fork fag I C25 F7.0 24'-O" 1IIIIII I - III1 III II1 fIII ' B . O . F 1I IIIII I IIIII B .O .F . IIIIIIIII IIIIIIIII I I IIIIII1 IIIIII1 f � C7� 11 11 I I 11 41 1 H RO.F 94'-O" S..0.F 95'-0" 95'-6' B.O.F.sTEP �94'-6" 4'-6" 96,_0" B.O.1 -1III1 1I _- 1( C . T 3 Y - 0 " II " ' _8 1' - O C" 2 .2 C F 4 0 2 B5 .= 0 P II " _ . - I f _ ( H-61 1 2 1 c2.5 T 7C2.315 IIIIII a c o � `v C 27S4 F 'h 50 70 o.F 7TB FM 0 6" C NCRETE SLAB ON 99-11 %2" �rQ =_6" B..F.0 94B.O.I GRAD W/ #4s ® 16" O.C.9-6" EA WAY ON 12" COMPACTED 2 B.O.FCSA C1.4 GRAVEL BASE PER GE0ECH I. 95' C. 19 .F. -6" F0F6.0 60 -o 996/2 - I --I - - - - - - - - - - - - - -- ---------- - - - - - .4 c14 c1.4 Bc� 1.4 1'-d/47-113148-0"8'-0" 84 8cB'--8'-0" 11 4 7 Construction Documents SIG M 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com 96'-6' 314 -0" 24'-O" 24'-0" B.O.F. B.O.F I c2 2 1 1 I F7.0 I-j I I �.o II II II II II II II II II II II II II II II II II II II II II II II II II II i B.O.F. _ - - I 97'-6" I 97'-6" I I I I I I I I I I I I C1.41 I I I C1.4 F8.0 II II II II II II II II II II 16" CONCRETE SLAB ON I I 100-'O" GRADE W/ j4s ® 16" O.C. I 1 EA WAY ON 12" COMPACTED I I T O. SLAB I' I GRAVEL BASE PER GEO TECH I;I I I I'I I I II II I,I 3 I I sA II II B.O.F. III ! 97 0 C1.4 C1.4 I 1 9T-6" I I I F8.0 I I I I F8.0 I-t r- I- r- II II II II II it I I III I I I'I II II I II SLOPE SLAB TO FLOOR DRAINS SEE A3.5 FOR I 1 IN, SLAB, AND I 1 PLUMBING DETAILS II II II II O F. I I B.O.F. I-r 1-I-96 oil I C22 F7.0 F7 0 sA r-1 '-6" 1 '-6" \ /.U.II b$ 100'-0' TYP. FOUNDATION PLAN SCALE 3%2" = I'-O" Restore 2.0 Habitat for Humanity - Roaring Fork fag I C25 F7.0 24'-O" B.O.F. I I I 97'-6" I 1 II I II I;I II II II c1.4 II II II I,I I'I II II II I I � I B.O.F I 9711 I LI I I I C1.4 II II II II II II II II II II li II II II II I I B.o.F 24'-0" BO.F I_I1! F7.o II II Ir II II II II II II II II II II II II .F I I I I I I I I Fe.o II II II II II II II II II II II II II II II B. 0. F. 97'-6" 62 FB.O r- I I II II 11 II II II I,I III I'I II II II II II I I B.O.F 1 96'-3" 24'-0' J C2.2 I F7.0 II II II IF II II II II II II II II II II 97'-6" I j I 1 C1.4 - I F8.0 II II II II II II II I'I II I'I II II II II II B.O. F. 97'-6 I � I I C1.4 I- I I I FB.o r- II II I'I III ICI I,I II II II II II II it II B.O.F. 24'-0' B.O.F. 96'-3" 04 J. C25 I I F7.0 II II II SLOPE SLAB TO FI-OOR DRAINS SEE A3.5 FOR DRAIN, SLAB, AND PLUMBING DETAILS II II II II II II II B.O.F. I 1 9T-6" I I I 1 I I C1.4 - 1- I F8.0 II II II I'I II it II II II II II II II I I II B.O.F. 1 97'-6" I � I I c1.4 I- I I I FB.o Ir- I I l II II II II II 3 I I 114 II I I 1a I I s4 H 9'-0" 23=11 J14 71 A, 1'-0 1 iJ C2.5 I I F7 0 F5.0 ^ II m II m II N N II I B.O.F. 1.7 1 96'-6' F50 I I 8 i s3 I I \'N` 4 I/ �1m I I � S4 II � � O.F. 2 1 97=6' .F S4 C14 96 " F6 O I I I � FS.o I 1 -1 ^lil II -A I c1.4 I_ Jam III I° 1- Fe.o I I I .0.F I I I 96'-6" II I 1 I^ II II I_ J 1�-' 17 B.O.F.F5.0 6'-6"TNII I I I B.O.F. II 1 II II I_ J III _ I -1 B.O.F. °w 1.7 I 9T-s' I F5.0 t^ I I r F C1.4 I FB. o J CL7- III F5.0 I I .o.F 96'-6" II I ry S4 II B.O.F. 1 1 96'-6" II r II I 1 1.7 F5.0 II ro II N F rl s- F6.0 9, OPEN -HOLE SOILS REPORT IS REQUIRED AT FOOTIN^ IPJSPEGTION24600 PSI" 0 1Constructl,m Documents Revision Date I By 7/2017 J-P S4 S 00 "'41 cj(� M 41 qoP ��awi s� sf�l flrac StyVaGw/co 4 44 Foundation Plan 1 F5.0 96' Job No. 2016-115.001 Of Ll 00 Drawn by: JJP1 Date: 03/01/2017 QC: XX PE: JEP File: FDN KEYNOTES O SIDEWALL EXHAUST FAN OUT WALL OF CUPOLA WITH MOTORIZED BACKDRAFT DAMPER O2 ROOF VENT TERMINATION FOR UNIT HEATER FLUE GASES. INSTALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS Graphic Scale 0 6' 12' 24' Scale: 3/32" = V-0" P.N. ROOF SCALE: 3132" = 1'0" HVAC PLAN CONSTRUCTION DOCUMENTS I 1 5.02 8333 \ 60X50 48148 (TYP 3) RETURN DUCT TURNS UP UPON ENTERING BUILDING TO A HEIGHT 50X50 1 j 0 °5 ADEQUATE TO MOUNT 1 GRILL / PER EXPOSED FACE. � PAD I ,1 11) 1 1a 1# IRR Ns—L—O(' 4 , 2 �o 6' L _L MINT FD CLEAREANCE BB o0 5a FOR SERVICE 1 0 SEE EQUIPMENT PAD DETAIL PAD M5.01 146' GD102 6000CFM 1.0"w.9 FD 3a q# IRR Ns—L—O(30 )x 146' GD102 7000CFM PROVIDE PROTECTION TO COMBUSTIBLES PER UH 1a 2 y r I a 0 rn a W 0 MANUFACTURERS INSTALLATION INSTRUCTIONS. 5# IRR Ns-L-O(30 )x 146' GD102 70000FM 1.0"w.g FD 2d No ,o � Fp �, qc o ' FD 1a 2 P N� WEST RECEIVING ENLARGED MECHANICAL PLAN SCALE: 1/8" = 1'0" Graphic Scale 0 4' 8' 16' Scale: 1/8" = 1'-0" 3b I FD 4b Ip 2 SEE o EQUIPMENT PAD DETAIL M5.01 UH I. 4 2 1 b PAD !: 1, " \z) - 4' OT 2b IRR Ns—L—O(30 )x146' GD102 7000CFM 1.0"w.g 4# 6, I o I I ®1 I I X 50X50 I I 8333 RETURN DUCT TURNS UP C 48148 UPON ENTERING BUILDING TO (TYP 3) A HEIGHT ADEQUATE TO / 0OX50 MOUNT 1 GRILL PER EXPOSED FACE. 00 AH 2 PAD I 1 b y 1 FD IRR Ns—L—O(30)xl46' GD102 7000CFM 1.0"w.g 6# 2a k L J O FD N MIN. CLEAREANCE 4a FOR SERVICE N 0 0 I b PAD P.N. EAST RECEIVING ENLARGED MECHANICAL PLAN SCALE: 1/8" = 1'0" Graphic Scale 0 4' 8' 16' Scale: 1/8" = V-0" KEYNOTES °j INSTALL TURNING VANES AT ALL 90 DEGREE DUCT TRANSITIONS. °2 INSULATE DUCT. SEE DETAIL M5.01. °3 SMOKE DETECTOR IN RETURN DUCT BY E.C. ® ELECTRIC BBR BY M.C. WIRED BY E. C. °5 DUCTING SHOULD BE COORDINATED IN THE FIELD BEFORE FABRICATION AND SHOULD REMAIN AS HIGH AS POSSIBLE. © ROUTE 3" VENT PIPE UP THRU ROOF. TERMINATE WITH LISTED ROOF TERMINAL. INSTALL PER MANUFACTURERS INSTALLATION INSTRUCTIONS. CONSTRUCTION DOCUMEN HVA C ZONE LOAD NAME: ZONE I K/TCHEN/LOCKER COOLING DESIGN HEATING DESIGN COOLING LOAD 21.6 MBH HEATING LOAD 32.2 MBH COOLING MAX CFM 1080 PRIMARY HEAT SOURCE FORCED AIR COOLING EAT/LAT 80159 HEATING AIR EAT/LAT 50182 VENTILATION DESIGN VENTILATION SOURCE FORCED All? VENTILATION MIN CFM 275 AHU-16 H VA C ZONE LOAD NAME- ZONE 2 CONFERENCE RM COOLING DESIGN HEATING DESIGN COOLING LOAD 16.4 MBH HEATING LOAD 22.6 MBH COOLING MAX CFM 800 PRIMARY HEAT SOURCE FORCED AIR COOLING EAT/LAT 8%60 HEATING AIR EAT/LAT 50180 VENTILATION DESIGN VENTILATION SOURCE FORCED All? VENTILATION MIN CFM 205 P.N. MAIN ENTRANCE ENLARGED MECHANICAL PLAN SCALE: 3/8" = 1'0" Graphic Scale 0 2' 4' 8' Scale: 3/8" = 1'-0" V24 4 KEYNOTES O INSTALL 3" FACTORY CONCENTRIC VENT TERMINAL AS REQUIRED PER MANUFACTURERS INSTALLATION INSTRUCTIONS. OLOCATE FLUE TERMINATION ON EXTERIOR WALL NOT LESS THAN 7 FEET ABOVE THE LEVEL OF THE WALKWAY AND 3 FEET FROM AIR INTAKES OR ANY OPENINGS INTO THE BUILDING. OLOCATE EXHAUST OPENING ON EXTERIOR WALL .3—FEET FROM OPERABLE OPENINGS TO THE BUILDING AND 10 FEET FROM MECHANICAL INTAKES. PROVIDE DAMPER AND BUG SCREEN. O4 16'0 BYPASS DUCT AND BYPASS DAMPER INSTALLED IN THE VERTICAL SECTION OF RETURN AND SUPPLY DUCTS. OINSTALL OUTSIDE AIR LOUVER ON EXTERIOR WALL, 10—FEET AWAY FROM ANY EXHAUST OPENING. 6O PROVIDE 3—INCH EXTERIOR DUCT WRAP WITH VAPOR BARRIER ON OS,A DUCT. 0 H.O.A. SWITCHES TO EF-2a AND EF-2b BY EC. O ROUTE CONDENSATE FROM COIL AND FURNACE TO NEAREST DRAIN. @ WIRELESS WALL CONTROL FOR DF-10, lb & 1 c. COORDINATE EXACT LOCATION IN FIELD CONSTRUCTION DOCUMENTS AIR HANDLING UNIT MOUNTED ON THE GROUND SCHEDULE SUPPLY FAN HEATING COIL COOLING COIL ELECTRICAL DATA DIMENSIONS AIR MARK QUANTITY MAKE MODEL SERVICE OUTPUT (MBHJ INPUT PRESSURE SENSIBLE TOTAL LENGTH WIDTH HEIGHT WEIGHT* CON7ROL REMARKS TOTAL CFM MIN OA CFM ESP (IN) HP 5800' ASL (MIN/MAX MBH 69T LAT DROP (MBHJ (TON) EDB EWB LDB LWB V PH HZ MCA MOP (IN) (1N) (IN) (LB) (IN W.C.) AHU-lo 2 CARRIER 48A4E06ODSG521RC RETAIL 25000 7000 1.50 30 725.5 873 / 1164 68 101 0.084 549.5 46.0 78.0 58.0 52.8 48.3 208 3 60 380 450 311 96 73 7755 THERMOSTAT AHUlb VENSTAR T4900 OPTIONS. 1. NON -FUSED DISCONNECT 70. STAINLESS STEEL DRIP PAN 2. DRY-BULB CHANGE OVER ECONOMIZER J. 115 CONVENIENCE OUTLET 4. PREMIUM EFFICIENCY MOTOR 5. RETURN AIR CO2 AND SMOKE SENSORS 6. MERV 8 FILTER 7. BLDG PRESSURE TRANSDUCER 8. 14" CURB 9. INTERLOCK WITH EF-1 & 2 WHEN IN ECONOMIZER MODE UNIT HEATER SCHEDULE (GAS FIRED) OR APPROVED EOUNALEW NG VENT ELECTRICAL DATA DIMENSIONS UNIT TAG QUANTITY MANUFACTURER &MODEL NUMBER SERVICE INPUT (BTUH) TOTAL CFM CONNECTION CONNECTION OPER WT. (LBSJ (INCHES) (INCHES) HP FL AMP V PH HZ DEPTH W H UH- I o / UH-lb 2 REZNOR UDAP-75 RECEIVING -PICKUP/ TRUCK WASH BAY 75,000 961 , /z 4 0.06 3.3 120 1 60 2'-3 7/8" 2'-1 7/8" 1 '-3 7/8" 72 WALL MOUNTED T STAT , PROVIDE DISCONNECT FURNACE SCHEDULE ELECTRIC DIMENSIONS EQUIPMENT NO. SERVICE AREA HEAT/NG TYPE INPUT HIGH/LOW (MBH) AIRFLOW (HEATING SP (IN. WG) HP AMPS MOP CONTROL MANUFACTURER & MODEL OPTIONS-ACCESSORES /COOLING CFM) HEIGHT WIDTH DEPTH WEIGHT VOLTS -PH. -CY.. (1N) (IN) (IN) (LB) F-1 CONFERENCE / NG HX 100/ 65 1820/ 2185 0.5 120-1-60 1.0 13.7 20.0 35 21 30 165 THERMOSTAT CARRIER MODEL # ORDER WITH THERMOSTAT VENSTAR T4900, ZONE CONTROL BOARD ZENECC3ZHPO 1, HONEYWELL KITCHEN 59TN6A 12OV21-22 ECONOMIZER CONTROL W7220. PROVIDE DISCONNECT NOTES: EXHAUST FAN SCHEDULE MOTOR INFORMATION FACE DIMENSIONS UNIT TAG QUNTITY MANUFACTURER & MODEL TYPE C(P CITY S.P. RPM OPTIONS -ACCESSORIES HP VOLTS A PH TYPE DUCT DIAM. HEIGHT (IN) GRILLE SIZE WEIGHT (LB) EF-lo EF-lb 3 PANASONIC CEILING MOUNT EXHAUST 730 .25 891 - 120 1 MOLT/ 6 O'-7 3/8" 13'X13" SQUARE 15 ORDER W/ MOTION SENSOR EF-1 c FV 11-15VK1 VENTILATOR .33 SPEED #� MSVKI. PROVIDE DISCONNECT ORDER W/ MOTORIZED BACK DRAFT EF-2o 2 S&P L230-2-E SIDEWALL PROPELLER FAN 7500 .5 812 2 208 3 1 ODP N/A 36" N/A 180 DAMPER MA-220. PROVIDE EF-2b DISCONNECT AND H.O.A. SWITCHES (BY EC) AIR CONDITIONER SCHEDULE COOLING GROSS ELECTRIC POWER DIMENSIONS UNIT TAG SERVICE AREA CAPACITY COOLING CAPACITY SUPPLY MOP MANUFACTURER & MODEL OPTIONS-ACCESSORES HEIGHT (TON) (MBH) (MCA) VOLTS -PH. -CY. (IN) WIDTH (/N) DEPTH (IN) WEIGHT (LB) CU-1 CONFERENCE / 5 60 208-1-60 34.2 50 25 1/2 31 3/16 31 3/16 199 CARRIER MODEL PROVIDE DISCONNECT KITCHEN 24ABBJ60AOOJ MC-1 CONFERENCE / 5 60 N/A N/A N/A 23 18 7/8 29 91 CARRIER MODEL # PROVIDE DISCONNECT KITCHEN CNPHP6124 NOTES: DESTRATIFICA TION FAN OR APPROVED £OUNALEAT O UNIT TAG QUANTITY MANUFACTURER MODEL SIZE FINISH (LEBS� REMARKS AMP V PH HZ DF-1 o DF-16 3 B/GABS FAN ESSENCE 12' PER ARCHITECT 10.0 115 1 60 88 ORDER WITH WIRELESS WALL DF-1 c CONTROL LOUVER SCHEDULE FACE PRESSURE FREE UNIT TAG MANUFACTURER & MODEL NO. SERVICE CFM SIZE (L "x H) VELOCITY DROP AREA FRAME TYPE FINISH REMARKS (FPM) (IN SP) (SOFT) L-1 RUSKIN L375D OUTSIDE AIR INTAKE 480 18X18 750 0.10000 0.92 GALV/NIZED MILL - STEEL GRILLES, REGISTERS AND DIFFUSERS SCHEDULE SYMBOL TYPE MANUFACTURER MODEL SIZE FRAME MATERIAL FINISH 9AMPER TYPE ACCESSOR/ES A 4 WAY DIFFUSER 77TUS OMNI 24X24 RECESSED ALUM/NUM PER ARCHITECT NONE NONE B LOUVERED TITUS 355 RL 24X24 RECESSED STEEL PER ARCHITECT NONE NONE RETURN C RETURN GRILL T1 UJS 350R 48X48 RECESSED STEEL PER ARCHITECT NONE NONE ZONE DAMPER SCHEDULE CFM INLET SIZE (IN) MAX MARK MFR. & MODEL LOCATION )D REMARKS DESIGN MAX W/DHT HEIGHT D/A. ZD-1 CARRIER KITCHEN SUPPLY DUCT 1100 1635 20 10 - 0.06 CONTROLLED BY CARRIER ZONE CONTROL BOARD D4MP5LB10x20 2ONECC3ZHPO1 ZD-2 CARRIER CONFERENCE SUPPLY DUCT 800 1305 10 16 - 0.08 CONTROLLED BY CARRIER ZONE CONTROL BOARD DAMPSLB10x16 ZONECC3ZHPO1 BD-1 CARRIER BYPASS DUCT 1100 1600 - - 16 - BAROMETRIC BYPASS DAMPER DAMPBAR 16/NC CARRIER MOTOR/ZED DAMPER INTERLOCKED WITH MD-1 DAMPRNOIOINC OUTS/DE AIR DUCT 490 650 - - 10 0.04 HONEYWELL JADE ECONOMIZER MODULE MODEL W7220. FABRIC DUCTS SYMBOL MANUFACTURER MODEL SIZE LENGHT FRAME FINISH REMARKS FD- l o NANOSOX NS 26" SEE PLANS /RR PER ARCHITECT REFER TO M 5.01 FOR SUSPENSION FD-lb DETAILS FD-2a F9-2b NANOSOX NS 30" SEE PLANS lRR PER ARCHITECT REFER TO M 5.01 FOR SUSPENSION FD-2c DETAILS FD-2d FD-3o NANOSOX NS 28" SEE PLANS /RR PER ARCHITECT REFER TO M 5.01 FOR SUSPENSION FD-36 DETAILS FD-4o NANOSOX NS 40" SEE PLANS lRR PER ARCHITECT REFER TO M 5.01 FOR SUSPENSION FD-46 DETAILS FD-So NANOSOX NS 56" SEE PLANS 7IRR PER ARCH/TECT REFER TO M 5.01 FOR SUSPENSION DETAILS ELECTRICAL COORDINATION SCHEDULE TAG DESCRIPTION If OF UNITS ELECTRICAL CONTROL WIRING BY STARTER BY DISCONNECT BY VFD BY VOLTS/PH/HZ HP KW MCA FLA MOCP E. C. M. C. T C. E. C. M.C. E. C. M. C. E. C. M. C. AHU-10 AIR HANDLING UNIT 1 20813160 30 N/A 380 N/A 450 X X X X AHU-lb AIR HANDLING UNIT 1 208/ 3 /60 30 N/A 380 N/A 450 X X X X UH-lo UNIT NEATER 1 120/ 1/ 60 0.06 N/A N/A N/A N/A X X X X UH-lb UNIT HEATER 1 120/ 1/ 60 0.06 N/A N/A N/A N/A X X X X F-1 FURNACE 1 120/ 1/ 60 1.0 N/A N/A N/A N/A X X X X EF-lo ELECTRIC FAN 1 120/ 1/ 60 N/A N/A N/A N/A N/A X X X X EF-lb ELECTRIC FAN 1 120/ 1/ 60 N/A N/A N/A N/A N/A X X X X EF-lc ELECTRIC FAN 1 120/ 1/ 60 N/A N/A N/A N/A N/A X X X X EF-2c ELECTRIC FAN 1 120/ 1/ 60 2 N/A N/A N/A N/A X X X X EF-2b ELECTRIC FAN 1 120/ 1/ 60 2 N/A N/A N/A N/A X X X X CU-1 CONDENSING UNIT 1 208/ 1/ 60 N/A N/A N/A N/A 50 X X X X DF-lo DESTR4TIF/CAT10N FAN 1 115/ 1/ 60 N/A N/A N/A N/A N/A X X X X DF-1b DESTRATIF/CAT10N FAN 1 115/ 1/ 60 N/A N/A N/A N/A N/A X X X X DF-1 c DESTRATIF/CATION FAN 1 115/ 1/ 60 N/A N/A N/A N/A N/A X X X X CONSTRUCTION DOCUMENTS AHU-1 a AHU-1 a -LOW GRADE) 1-1/2" STEM ,'WALL 1-1/2"V OG i 2'A4PG 5— BELOW GRADE GAS- SUPPL Y - SEE CIVIL COORDINATE GAS METER LOCATION, W/GAS COMPANY SEE DETAIL'': SHEET P-5.01. SUPPLY PRESSURE = 2 PS/G, MAX LOAD=2"745 MBH QFCO SEE ENLARGED WATER ENTRY ROOM DETAIL Lr'yl AND WATER ENTRY=, ENLARGED PLAN ON SHEET P-5.02 V�3'IN 2'CW 31 1 " NP CW O %2 VPG UH-1 a a_ ZD , 4 Z Vcl JI VLf JI 1- A/P — F.F. ELEV = 100.001 1. %4 %FT f— 4 11W 1 "NPCW G2Ps W P.N� WEST RECEIVING ENLARGED PLUMBING PLAN SCALE: 1/8"=1'0" Graphic Scale 0 4' 8' 16' Scale: 1/8" = P-0" o� M 2 CONSTRUCTION DOCUMENTS 6SC2M 18 West Sixth Street, Site 200 %..� Glenwood Springs, CO 81601 970.945.1004 www.sam-inc.c 2 1-/2 "VTR. UPS/ZE TO 3 PRIOR TO ROOF PENETRATION ,2 iilr G2PSI G2PSI F.F. ELEV = 100.001 FCO r n, = 99.3*/- G2PSI a I G2PSI rn IL N a P.N. EAST RECEIVING ENLARGED PLUMBING PLAN SCALE: 1/8" = 1'0" Graphic Scale 0 4' 8' 16' Scale: 1/8" = V-0" H bf 1 a ill I or Humanity Roaring Fork Glenwood Springs, CO KEYNOTES O ROUTE 3/4 " CW & 314 " HW TO 5-1. O2 INSTALL VENT LESS GAS LINE REGULATOR. RE-DORMONT R625P42 OR SIMILAR. O IDENTIFY NON —POTABLE WATER LINE EVERY 10 FT. AND PLACE PLACARD AT ALL POINTS OF USE. O4 PROVIDE TRAP SEAL 0 ADD 34" GAS LINE WITH QUICK DISCONNECT FOR TESTING. FINAL LOCATION WILL BE DETERMINED IN FIELD. Revision Date By Job No. CONSTRUCTION DOCUMENTS 02/24/2017 IB Drawn by: Enlarged Plumbing Plan Date: QC: File: 2016-115 IB 02/24/ 17 P- 1 . O 2 IB I PE: HbtRoPlumb 1 %2 1 NP KEYNOTES O1 ROUTE 3/4 " CW & 314 " HW INSIDE WALL TO SUPPLY S-1 & S-2 O ROUTE 3/4 " CW & 3/4 " HW INSIDE FURRED WALL AND INSIDE CABINET TO SUPPLY KS-1 O3 PROVIDE (1}%4" 11 " W.G. G AND (1J/2" 11 " W.G. G PIPE OUTLET AND SHUT OFF VALVE WITH QUICK DISCONNECT HOSE AND FITTINGS FOR TEST OF GAS —FIRED APPLIANCES RE DORMONT SAFETY QUICK DISCONNECT O4 DIELECTRIC COUPLING REQUIRED FOR CONNECTION WITH WATER SUPPLY SO PROVIDE 1" NON POTABLE WATER CAPPED AND VALVED STUB OUT FOR IRRIGATION CONTRACTOR. COORDINATE EXACT LOCATION IN FIELD © ROUTE %2" CW TO REFRIGERATOR ICE MAKER O7 INSTALL VENT LESS GAS LINE REGULATOR RE- DORMONT R625P42 OR SIMILAR ® IDENTIFY NON —POTABLE WATER LINE EVERY 10 FEET AND PLACE PLACARD AT ALL POINTS OF USE (�9 SEE GAS FIRED WATER HEATER DETAIL ON SHEET P-5.01 10 PROVIDE TRAP PRIMER SEE PLUMBING RISER DIAGRAM ON P-5.02 AND PLUMBING FIXTURE CONNECTION SCHEDULE ON P-6.01 FOR PIPE SIZING 1 "NP CW w w 'W 2'W w 1 %2'W 0 r: 7 V4 UW Q ' ( 1 %2'Cw 112'CW 1 /2 1 " 1 %2'CW — — CW1,1a"CW FD D 1 %a'W 4 W FD D 1 1 34 HW 1 1 i 1 %4'CW 2W 1!/4v 2 CW 1 %2'CWT4�"XW 1HW �..1 /a CW2;,� via 3'v I 1 %2 "V -1 (7YP 4) �2 v 3 �3/a CD 2 "CW 1Y4HWDN 1 %a CW DN F.F. ELEV = 100.001 P.N. MAIN ENTRANCE ENLARGED PLUMBING PLAN 0 2' Graphic Scale 8' SCALE: 3/8" = 1'0" Scale: 3/8" = V-0" 3/4 "HW 2'W Q %2'v G2PSI dW 2 %W G2PSI Yw w G2PSI G2PSI G2PSI 1 'Cw CONSTRUCTION DOCUMENTS RE- FIRE PROTECTION PLAN FOR CONTINUATIOP CHLORINE INJECTION 2" DCW SUPPLY - MAIN FILTER � Cr 1-112 / FROM WELL J PROVIDE SLEEVE AND SEALANT WALL PENETRATION WATER ENTRY ROOM EQUIPMENT ITEM DESCRIPTION MANUFACTURER MODEL HF-1 HOUSE FILTER KEYSTONE FILTER CG10CP5 C/-1 CHEMICAL INJECTOR SAF-T-FLO EB-162-C-P-0.5"-8-V-YES PRV-1 PRESSURE RELIEF VALVE GRIFFCO 47783 MP-1 METERING PUMP LMI C 12-1-468S1 OR 368SI CC-1 CALIBRATION COLUMN GRIFFCO CCO100-L CHI-1 35 GAL CHLORINE TANK LMI 61122 CSC-1 CHEMICAL SPILL CONTAINMENT EAGLE 1636 CT 1A TO 1D CONTACT TANKS (TYP 4) PENTA/R WELLMATE JUT- 1201WU-UT-450ICE NOTES - i ET-1-1J 1 " RPBFP-1 1 %2" WELL WA FLANGE AT F-G FIRE PUMP 1" FIRE TANK FILL LINE CHLORINE CONTACT TANK TYP OF 4 2" CW TO BUILDING FIXTURES 3" PURE CORE WATER LINE ^o FUTURE USE. STUB OUT VE FLOOR AND CAP. REFER 7IVIL DRAWINGS FOR 1ILS. CHLORINE STORAGE TANK I DRAIN S VALVE 1 TO BUILDING FIXTURES �7 rPOW PUMP CONTROL l PANEL ELECTRIC DISCONNECT SWITCH PRESSURE SWITCH FW SAMPLE BACK PRESSURE VAL VE BY EC r-PRESSURE GAUGE BALL VALVE (TYP) END HARD PIPING TAP HOSING SAF--T-FLO TO INJECTION POINT TEE A I C13 1C I 1D I AND SHUTOFF FOR FUTURE 1" NON -POTABLE SUPPLY TO / IRR/GAT/ON SYSTEM 1" NON -POTABLE WATER 4 V P.N. WATER ENTRY ROOM ENLARGED PLAN SCALE: 1/2" = 1'0" CONSTRUCTION DOCUMENTS GSGM 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sam-inc.com Habitat for Humanity Roaring Fork Glenwood Springs, CO SHUTOFF VALVE FLEXCON H2PL90 PRESSURE TANK PRV PIPE TO FLOOR DRAIN _RW SAMPLE TAP FLOWYETER WA TER CHLORINE INJECT/ON DIAGRAM NO SCALE 1 %4'v� r\ I \ e \ \ 3'vTR 1 %z„V L r �y}�2v / \ JIL 1L �. n/2'v r.. I e�ID 2" 4 c 31v (\1 /z FD 1 SH I I I > %2 4W 1 I I 2 FD 1 \\ ice\ P/2"V 1 %2'1N 1 C C /. \\\ 2,W 1 1 11/2"V 1 ni2'v I 4'W P/2 v FD I 1 i ^ e/ _ 2'W r S 1 2 / FD 1 3W S 1 J"W _ / / COMBINATION WASTE & V VENT NOTE SEE FIXTURE CONNECTION SCHEDULE FOR INDIVIDUAL CONNECTION SIZES BATHROOMS PLUMBING RISER NO SCALE # Revision 1 CONSTRUCTION DOCUMENTS 1 " FIRE TANK FILL LINE I" IRR/GA77ON / LINE TO / MECHAN/CAL ROOM I" RPSFP-2 SERVICING THE BLDG NON -POTABLE WATER INSTALLED AT 48" ABOVE FINISHED FLOOR. EXTEND DRAIN FROM BACKFLOW PREVENTER TO FLOOR DR4/N AND DISCHARGE WITH 2" AIR GAP POWER AND INSTRUMENTATION CABLE AND CONDUITS TO BUILDING 2' MIN COVER RE. CIVIL PLANS FOR SITE GRADING 6' MIN BUR/AL DEPTH INSTALL 1 %2" TYPE K COPPER TO BUILDING SEE SHEET P1.01 1-112" WELL WA7ER SUPPLY INSTALL PITLESS UNIT FOR 12.75" O.D. CASING 2" INLET AND OUTLET BAKER -MONITOR OR APPROVED EQUAL SUBMERSIBLE LEVEL TRANSDUCER CABLE INSTALL DUCTILE IRON POPPET -STYLE CHECK VALVE WITH BACK -DRAIN PLUG SET AT ELEVATION 5' ABOVE PUMP INSTALL SUBMERSIBLE LEVEL TRANSDUCER SUBMERSIBLE WELL PUMP SEE SCHEDULE FOR SPECIFICATIONS SUBMERSIBLE WELL PUMP MOTOR Date By 02/24/2017 IB Plumbing Details 10.75" O.D. TAILPIECE Job No. Drawn by: Date: QC: JG I PE: File: ELECTRICAL WIRE SPLICE LEAVE 24" OF EXTRA CABLE CO/LED INSIDE CASING (BOTH CABLES) PAINT EXPOSED WELL CASING RED' 5X5X6" CONC. PAD W/ WELDED WIRE MESH. SLOPE AWAY FROM WELL CASING -B" O.D. STEEL CASING -SCHEDULE 40 GALV. PIPE GROUT SEAL INSTALL 3-WIRE PUMP POWER CABLE ATTACH AT 20' INTERVALS INSTALL 1 %4" SCHEDULE 40 GALV.. PIPE 8'-LONG, 8" D/A. STAINLESS STEEL SCREEN, 2016-11 IB 20 01� P-5.02 a 3 a 1 2 a c 4 v g h a 3 O LI W U O 0 m R O O O Z I h b O N b_ O N 1 r ifrjim Ot 208V TESTING OUTLET O2 HOA SWITCH TO CONTROL EF-1 & EF-2 EXACT MOUNTING LOCATION TO BE DETERMINED /N THE FIELD. PROVIDED BY EC O3 CEILING RECEPTACLE FOR DHW REC/RC. PUMP COORDINATE LOCATION W1TH PC. O4 RECEPTACLE OUTLET FOR ENERGY CONSUMPTION MONITOR O5 FLOOR OUTLET FOR DATA/AV/POWER O6 OUTLET MOUNTED AT 60" A.F.F. O7 OUAD OUTLET UNDER COUNTER 1 N CONSTRUCTION DOCUMENTS 1 f3c U T/ , K BC ` L C PP-213 'l J, E2 PP-2 #09 e1 � CU E2 PP-2 J127 1 19 �PP-2�J57 6% E PP-2 f22 19 PP-1 17,9 E1 PP-2 417 i 8 PP-2 120 JPP-2 f01I © n +60" E1 PP-1 //13 ` J ENLARGED ENTRY AREA POWER PLAN SCALE: 1/4" = 1'0" r, DEDICATED CIRCUIT PP-2 fJ 1 Graphic Scale 0 4' 8' Scale: 1/4" = 1'-0" u :A 31," PVC CONDUIT UNDERSLAB O PP-2 k44 BRANCH CIRCUIT -EMT CONDUIT SCHEDULE SYM I DESCRIPTION V/PH/A I COND. GROUND CONDUIT # OF PARR WIRE TYPE NOTES EMT METALLIC CONDUIT 120 VOLT SINGLE PHASE BRANCH CIRCUITS Q 15 AMP BRANCH CIRCUIT - 2 CONDUCTOR 120/1/15 1 2#14 1#14 .5" EMT 1 THHN-CU 1,N2,N3,N5 Q 20 AMP BRANCH CIRCUIT - 2 CONDUCTOR 120/1/20 2#12 1#12 .5" EMT 1 THHN-CU 1,N2,143,115 Q 25 AMP BRANCH CIRCUIT - 2 CONDUCTOR 120/1/25 2#12 1#12 .5" EMT 1 THHN-CU 1,N2,N3,N5 ® 30 AMP BRANCH CIRCUIT - 2 CONDUCTOR 120/1/30 2#10 1#10 .5" EMT 1 THHN-CU 1,N2,N3,N5 Q 40 AMP BRANCH CIRCUIT - 2 CONDUCTOR 120/1/40 2#8 1#10 .5" EMT 1 THHN-CU i,N2,N3,N5 ® 50 AMP BRANCH CIRCUIT - 2 CONDUCTOR 120/1/50 2#8 1#10 .5" EMT 1 THHN-CU 1,112,N3,N5 E7 60 AMP BRANCH CIRCUIT - 2 CONDUCTOR 120/1/60 2#6 1#10 .5" EMT 1 THHN-CU 1,N2,N3,N5 ® 70 AMP BRANCH CIRCUIT - 2 CONDUCTOR 120/1/70 2#4 1#10 .75" EMT 1 THHN-CU 1,N2,N3,N5 ® 80 AMP BRANCH CIRCUIT - 2 CONDUCTOR 120/1/80 2#4 1#10 .75" RMC 1 THHN-CU 1,N2,N3,N5 Q 100 AMP BRANCH CIRCUIT - 2 CONDUCTOR 120/i/100 2#3 1#8 1" EMT 1 THHN-CU 1,N2,N3,N5 Q 125 AMP BRANCH CIRCUIT - 2 CONDUCTOR 120/1/125 2#1 1#8 1.25" EMT 1 THHN-CU 1,N2,N3,N5 Q 150 AMP BRANCH CIRCUIT - 2 CONDUCTOR 120/1/150 2#6 1#8 2" EMT 1 THHN-CU 1,N2,143,N5 EMT METALIC CONDUIT 208 VOLT SINGLE PHASE BRANCH CIRCUITS ® 15 AMP BRANCH CIRCUIT - 3 CONDUCTOR 208/1/15 2#14 1#14 .5" EMT 1 THHN-CU 1,N2,1\13,N5 Q 20 AMP BRANCH CIRCUIT - 3 CONDUCTOR 208/1/20 2#12 1#12 .5" EMT 1 THHN-CU 1,N2,N3,N5 Q 25 AMP BRANCH CIRCUIT - 3 CONDUCTOR 208/1/25 2#12 1#12 .5" EMT 1 THHN-CU 1,N2,N3,N5 iQ 30 AMP BRANCH CIRCUIT - 3 CONDUCTOR 208/1/30 2#10 1#10 .5" EMT 1 THHN-CU 1,N2,N3,N5 iQ 40 AMP BRANCH CIRCUIT - 3 CONDUCTOR 208/1/40 2#8 1#10 .5" EMT 1 THHN-CU 1,142,N3,145 1Q 50 AMP BRANCH CIRCUIT - 3 CONDUCTOR 208/1/50 2#8 1#10 .5" EMT 1 THHN-CU 1,112,N3,115 ® 60 AMP BRANCH CIRCUIT - 3 CONDUCTOR 208/1/60 2#6 1#10 .5" EMT 1 THHN-CU 1,N2,N3,115 ® 70 AMP BRANCH CIRCUIT - 3 CONDUCTOR 208/1/70 2#4 #10 .75" EMT 1 THHN-CU 1,N2,113,1\15 ® 80 AMP BRANCH CIRCUIT - 3 CONDUCTOR 2081/80 2#4 1#10 .75" RMC 1 THHN-CU 1,N2,N3,N5 ® 100 AMP BRANCH CIRCUIT - 3 CONDUCTOR 208/1/100 2#3 1#8 1" EMT 1 THHN-CU 1,N2,N3,N5 Q 125 AMP BRANCH CIRCUIT - 3 CONDUCTOR 208/1/125 2#1 1#8 1.25" EMT 1 THHN-CU 1,N2,113,N5 Q 150 AMP BRANCH CIRCUIT - 3 CONDUCTOR 208/l/150 2#6 #8 2" EMT 1 THHN-CU 1,N2,N3,N5 EMT METALIC CONDUIT 208V OR 480V THREE PHASE BRANCH CIRCUITS ® 15 AMP BRANCH CIRCUIT - 3 CONDUCTOR */3/15 3#14 1#14 .5" EMT 1 THHN-CU 1,N2,N3,N5 Q 20 AMP BRANCH CIRCUIT - 3 CONDUCTOR */3/20 3#12 1#12 .5" EMT 1 THHN-CU 1,N2,N3,N5 ® 25 AMP BRANCH CIRCUIT - 3 CONDUCTOR */3/25 312 1#12 .5" EMT 1 THHN-CU 1,N2,N3,115 30 30 AMP BRANCH CIRCUIT - 3 CONDUCTOR */3/30 3#10 1#10 .5" EMT 1 THHN-CU 1,N2,N3,N5 © 40 AMP BRANCH CIRCUIT - 3 CONDUCTOR */3/40 3#8 1#10 .5" EMT 1 THHN-CU 1,N2,N3,N5 3Q 50 AMP BRANCH CIRCUIT - 3 CONDUCTOR */3/50 3#8 1#10 .5" EMT 1 THHN-CU 1,N2,N3,145 ® 60 AMP BRANCH CIRCUIT - 3 CONDUCTOR */3/60 3#6 1#10 .5" EMT 1 THHN-CU 1,N2,N3,N5 ® 70 AMP BRANCH CIRCUIT - 3 CONDUCTOR */3/70 3#4 1#10 .75" EMT 1 THHN-CU %N2,113,N5 3Q 80 AMP BRANCH CIRCUIT - 3 CONDUCTOR */3/80 3#4 #10 .75" RMC 1 THHN-CU i,N2,N3,N5 ® 100 AMP BRANCH CIRCUIT - 3 CONDUCTOR */3/100 3#3 #8 1" EMT 1 THHN-CU 1,N2,N3,N5 3Q 125 AMP BRANCH CIRCUIT - 3 CONDUCTOR */3/125 3#1 #8 1.25" EMT 1 THHN-CU 1,N2,N3,N5 39 150 AMP BRANCH CIRCUIT - 3 CONDUCTOR */3/150 3#1/0 1#6 2" EMT 1 THHN-CU i,112,N3,N5 ® 250 AMP BRANCH CIRCUIT - 3 CONDUCTOR*/3/250 13#250 1#2 2" EMT 1 THHN-CU 1,N2,N3,N5 EMT METALIC CONDUIT 120/208V OR 277/480 THREE PHASE BRANCH CIRCUITS ® 15 AMP BRANCH CIRCUIT - 4 CONDUCTOR */3/15 4#14 1#14 .5" EMT 1 THHN-CU 1,N2,113,115 ® 20 AMP BRANCH CIRCUIT - 4 CONDUCTOR */3/20 4#12 1#12 .5" EMT 1 THHN-CU 1,N2,N3,N5 Q 25 AMP BRANCH CIRCUIT - 4 CONDUCTOR */3/25 4#12 1#12 .5" EMT 1 THHN-CU 1,N2,N3,N5 ® 30 AMP BRANCH CIRCUIT - 4 CONDUCTOR */3/30 4#10 1#10 .5" EMT 1 THHN-CU 1,N2,113,N5 ® 40 AMP BRANCH CIRCUIT - 4 CONDUCTOR */3/40 4#8 1#10 .5" EMT 1 THHN-CU 1,N2,N3,N5 ® 50 AMP BRANCH CIRCUIT - 4 CONDUCTOR */3/50 4#8 1#10 .5" EMT 1 THHN-CU 1,112,N3,N5 ® 60 AMP BRANCH CIRCUIT - 4 CONDUCTOR */3/60 1 4#6 1#10 .5" EMT 1 THHN-CU 1,N2,N3,N5 ® 70 AMP BRANCH CIRCUIT - 4 CONDUCTOR */3/70 4#4 1#10 .75" EMT 1 THHN-CU 1,N2,N3,N5 ® 80 AMP BRANCH CIRCUIT - 4 CONDUCTOR */3/80 4#4 1#10 .75" RMC 1 THHN-CU 1,N2,N3,N5 Q 100 AMP BRANCH CIRCUIT - 4 CONDUCTOR */3/100 4#3 1#8 1" EMT i THHN-CU 1,N2,N3,115 Q5 125 AMP BRANCH CIRCUIT - 4 CONDUCTOR */3/125 4#1 #8 1.25" EMT 1 THHN-CU 1,N2,113,N5 Q 1150 AMP BRANCH CIRCUIT - 4 CONDUCTOR */3/150 4#6 #8 2" EMT 1 THHN-CU 1,N2,113,115 ® 200 AMP BRANCH CIRCUIT - 4 CONDUCTOR */3/200 4#3/0 11#4 2" EMT 1 THHN-CU 1,N2,N3,N5 5® 200 AMP FEEDER - 4 CONDUCTOR */3/200 4#4/0 11#2 2" EMT 2 AL-XHHW N1,N2,N3,N4 5Q 400 AMP BRANCH CIRCUIT - 4 CONDUCTOR */3/400 4#300 0 #4 2" EMT 4 AL-XHHW N1,N2,N3,N6 © BUILDING SERVICE -UNDERGROUND -ALUM */3/1600 4#400 3" PVC 6 AL-XHHW Q BUILDING FIRE SERVICE -ALUM */3/400 4#250 2" PVC 2 AL-XHHW © BUILDING NON -FIRE SERVICE -ALUM */3/1200 4#500 3" PVC 4 AL-XHHW N1. THHN CABLE TO BE USED IN NORMALLY DRY CONCEALED LOCATIONS, NOT EXCEEDING 90 DEG C AS PER THE NEC. N2. AMPERAGE RATINGS GIVEN ARE MINIMUM RECOMMENDED SIZES FOR STANDARD CONDITIONS AND 75'C AAPACITY. DERATE FOR TEMPERATURE, MORE THAN 3 C.C.C, ETC REFER TO NEC. N3. CONDUCTORS AND SHEATHING SHALL BE COLOR CODED PER NEC REQUIREMENTS N4. FEEDERS SIZED BASED ON 2% VOLTAGE DROP N5. BRANCH CIRCUIT WIRE SIZE CALCULATED USING A 4% VOLTAGE DROP. ANY BRANCH CIRCUITS EXCEEDING 100' SHALL BE SIZED TO MAINTAIN A 4% VOLTAGE DROP AT THE FURTHEST RECEPTACLE. N6. BRANCH CIRCUIT SIZED AT 3% VOLTAGE DROP. MECHANICAL EQUIPMENT SCHEDULE DESIG DESCRIPTION HP/KW/FLA MOCP VOLTAGE/PHASE CONDUCTOR SWITCH CONN. AHU-1a,b AIR HANDLING UNIT 380 MCA 400 208/3 SPC CU-1 CONDENSING UNIT 29 FLA 50 208/1 SPC F-1 FURNACE 13.7 A 20 120/1 SPC EF-1a,b,c BATH FAN .33 A 15 120/1 SPC EF-2a,b PROPELLER RELIEF FAN 13.2 A 20 208/1 SPC DF-1a,b,c DESTRATIFICATION FAN 10 A 15 120/1 SPC H-ta,b UNIT HEATER 3.3 A 15 120/1 SPC WELL PUMP ll HP 120 208/1 SPC H-1 WATER HEATER 5.4 A 15 120/1 SPC WH-2 WATER HEATER 21.6 A 30 208/1 SPC SCHEDULE FOR PANEL- PP-1 BUSSING AMPS: 1200A VOLTAGE 120/208 MAINS: MLO MOUNTING: SURFACE PHASE 3 MARE 4 NEMA: 1 KVA PHASE KVA AHU-la Q 3 400 1 43.6 A- 43.6 2 400 3 Q AHU-lb > > > > 3 43.6 $ 43.6 4 > > > > > > > > 5 43.6 -C 43.6 6 > > > > CU-1 Q 2 50 7 3.01 A- 1.2 8 15 1 © GARAGE DOOR OPENER > > > > 9 3.01 $ 1.2 10 15 1 © GARAGE DOOR OPENER 11 -C 12 EF-1a,b,c Q 1 15 13 1.00 A- 2.75 14 30 2 ® DRYER TESTING EF-2a 14 2 20 15 1.4 $ 2.75 16 > > > > > > > > 17 1.4 -C 2.25 18 30 2 Q WH-2 EF-2b ® 2 20 19 1.4 A- 2.25 20 > > > > > > > > 21 1.4 -B- 22 DF-1a Q 1 15 23 1.2 -C .37 24 20 2 Q BASEBOARD HEAT DF-lb Q 1 15 25 1.2 A- .37 26 > > > DF-ic EQ 1 15 27 1.2 8 .75 28 20 2 E2 BASEBOARD HEAT UH-ta 1 15 29 .40 -C .75 30 > > > UH-lb © 1 15 31 .40 A- 1.8 32 20 1 E2 RECEPTACLES WELL PUMP ® 2 20 33 .9 $ 1.8 34 20 1 © RECEPTACLES > > 1 15 35 .9 -C 1.8 36 20 1 Q RECEPTACLES SUB -PANEL PP-3 Q 3 200 37 iG.8 A- 16.1 38 200 3 ® SUB -PANEL PP-2 > > > > 39 10.8 1-B- 16.6 40 > > > > > > > > 41 10.8 -C 16.6 42 > > > > NEC LOAD CALCULATIONS CONNECTED DF DESIGN CONNECTED LOAD CALCULATIONS PHASE BALANCE LIGHTING 32.4 KVA 1 32.4 KVA PHASE A: 129.48 KVA <10% PHASE TO PHASE RECEPTACLES FIRST 10 KVA 10 KVA 1 10 KVA PHASE B: 129.11 KVA RECEPTACLES REMAINDER 17 KVA .5 8.5 KVA PHASE C: 123.67 KVA MOTORS 64 KVA 1 64 KVA TOTAL CONNECTED LOAD: 382 KVA LARGEST MOTOR 32 KVA 25 8 KVA TOTAL DESIGN LOAD: 358 KVA APPLIANCES 25.2 KVA 1 25.2 KVA TOTAL DESIGN CURRENT. 973 A EQUIPMENT 23.9 KVA 1 23.9 KVA PANEL DESIGN CURRENT: 1200 A HEATING 3.84 KVA 0 0 KVA PANEL SPARE CURRENT: 227 A COOLING 204 KVA 1 204 KVA TRANSFORMER 0 KVA 0 0 KVA OTHER 0 KVA 0 0 KVA TOTAL 1412 KVA 358 KVA SCHEDULE FOR PANEL: MAINS: MLO PP-3 BUSSING AMPS: MOUNTING: SURFACE 200A VOLTAGE 120/208 PHASE 3 WIRE 4 NEMA: 1 KVA PHASE KVA OCT AMP P WIRE LIGHTING EQ 1 20 1 1.8 A- 1.8 2 20 1 Q2 LIGHTING LIGHTING CM 1 20 3 1.8 $ 1.8 4 20 1 Q LIGHTING LIGHTING E 1 20 5 1.8 -C 1.8 6 20 1 © LIGHTING LIGHTING Q 1 20 7 1.8 A- 1.8 8 20 1 E2 LIGHTING LIGHTING CED 1 20 9 1.8 8 1.8 10 20 1 Q LIGHTING LIGHTING 1 20 it 1.8 -C 1.8 12 20 1 Q LIGHTING LIGHTING Q 1 20 13 1.8 A- 1.8 14 20 1 Q2 LIGHTING LIGHTING 2 1 20 15 1.8 $ 1.8 16 20 1 EQ LIGHTING LIGHTING Q 1 20 17 1.8 -C 1.8 18 20 1 © LIGHTING 19 A- 20 21 $ 22 23 -C 24 25 A- 26 27 -B- 28 29 -C 30 31 A- 32 33 $ 34 35 -C 36 37 A- 38 39 $ 40 41 -C 42 CONNECTED LOAD CALCULATIONS PHASE BALANCE PHASE A. 10.8 KVA PHASE B: 10.8 KVA PHASE C: 10.8 KVA TOTAL CONNECTED LOAD: 33 KVA TOTAL DESIGN LOAD: nnnnn KVA TOTAL DESIGN CURRENT: 91.8 A PANEL DESIGN CURRENT. 200 A PANEL SPARE CURRENT: 108 A BASEBOARD HEATER SCHEDULE ELECTRIC DIMENSIONS HEATING HEATING BREAKER QUANTITY EQUIPMENT NO. CAPACITY CAPACITY SIZE MANUFACTURER & MODEL OPTIONS -ACCESSORIES (Watts) (Btu/h) (AMPS) HEIGHT DEPTH LEGTH < OLTS -PH. -CY. ON) (IN) (IN) 1 B8-1 750 2560 208-1-60 15 6 314 2 !12 36 CADET 3F750-1 ORDER WITH THERMOSTAT BTF2W 1 BB-2 1500 5120 208-1-60 20 6 3/4 2 2 !12BT 72 CADET 6F1500-1 ORDER W THERMOSTAT F2W TRANSFORMER BY HCE un RY 00. MOUNT 5'-G* ABOVE GROUND LEVEL Fo C.T. CABINET NEMA-3R ERICKSON WALL MOUNTED TERM/NATION BOX, 600V, 3PH,1600A. IOCKA1C, NEMA 3R. COORDINATE LUGS WITH FEEDERS MOUNT ON OUTS/DE WALL OF BUILDING. POWER RISER DIAGRAM AU SCALE SCHEDULE FOR PANEL.• PP-2 BUSSING AMPS: 200A MAINS: MILO MOUNTING: SURFACE VOLTAGE: 120/208 PHASE: 3 WIRE 4 NEMA: 1 RIPTIONKVAPHASE KVA CCT WIRE LOAD DESCRIEngbL- DISHWASHER Q 1 20 1 1.5 A- 1.8 2 20 1 © RECEPTACLES REFRIGERATOR Q > > 3 1.6 $ 1.8 4 20 1 © RECEPTACLES STOVE Q 2 50 5 3.0 -C 1.8 6 20 1 Q RECEPTACLES > > 7 3.0 A- 1.8 8 20 1 © POS RECEPTACLES SMALL APPLIANCE - KITCHEN © 1 20 9 1.8 $ 1.8 10 20 2 ® HEAT TAPE SMALL APPLIANCE - KITCHEN ® 1 20 11 1.8 -Cl1.8 12 > > > F-1 © 1 20 13 .75 A-1 1.8 14 20 1 Q RECEPTACLES 20 15 ---B-1 1.8 16 20 1 Q RECEPTACLES WH-1 © 1 15 17 .65 -Cl1.8 18 20 1 Q RECEPTACLES 19 A-1 1.8 20 20 1 Q RECEPTACLES DRYER TESTING Q 2 30 21 2.75 8 1.8 22 20 1 Q RECEPTACLES > > > 23 2.75 -C 1.8 24 20 1 © RECEPTACLES FURNACE ZONE CONTROL ® 1 20 25 .05 A- 1.8 26 20 1 Q RECEPTACLES KITCHEN HOOD © 1 20 27 1.5 $ 1.8 28 20 1 Q RECEPTACLES SEPTIC SYSTEM PUMP © 1 20 29 1.2 -C 30 FIRE ALARM CONTROL PANEL Q 1 20 31 1.8 A- 32 33 $ 34 35 -C 36 37 A 38 39 1$ 40 41 -C 42 CONNECTED LOAD CALCULATIONS PHASE A: 16.1 KVA PHASE B• 16.6 KVA PHASE C: 16.6 KVA TOTAL CONNECTED LOAD: 49.2 KVA TOTAL DESIGN LOAD: nnnnn KVA TOTAL DESIGN CURRENT: 137 A PANEL DESIGN CURRENT: 200 A PANEL SPARE CURRENT: 63 A kW SOLAR LINE SIDE NNECT/ON. DESIGN/BUi OTHERS 400AMP, 3PH, NEMA 3R SE 1200AMP, 3PH, NEMA 3R SE FIRE PUMP PANEL BLDG METAL CONCRETE STEEL WATER ENCASED MAIN ELECTRODE PANEL PP-1. 208V, 3PH,1200A. NEMA 1. PANEL PP-1 PANEL PP-2 SHORT CIRCUIT CALCS * TAG KAIC Xl 15 X2 14.5 X3 14.5 X4 7.5 X5 7.5 X6 13 7 X7 13.7 * PER HOLY CROSS REQUIREMENTS ALL OVERCURRENT PROTECTIVE DEVICES SHALL HAVE A MINIMUM INTERRUPTING RATING OF 10,000 AMPS SYMMETRICAL CURRENT OR GREATER PANEL PP-3 PANEL PP-3 208V, 3PH, 200A. NEMA 1. PANEL LP-1 PANEL PP-2 surecE suaRREss�oN 208V,3PH,200A. PANEL LP-1. LIGHTING CORRENT TECHNOLOGY / NEM4 1. CONTROL PANEL. SEE _ LIGHTING PLANS BY OTHERS. BLDG METAL CONCRETE PROVIDE (12) 20c,1P STEEL WATER ENCASED BRANCH CIRCUITS TO INLET - - - MAIN ELECTRODE BUSS OF PANEL BLDG METAL CONCRETE STEEL WATER ENCASED � PRO�/DE BONDING MAIN ELECTRODE CONDUCTORS TO ANY GROUNDING ELECTRODES PRESENT IN BUILDING CONSTRUCTION DOCUMENTS Load Schedule Ir V A N T A G E CN Name Area Type W Mad/Stn 1037 DONOR WALL Habitat Restore High Voltage Relay 200 DIN Relay Station 1033 EAST CUPOLA Electrical Room High Voltage Relay 200 DIN Relay Station 1017 WailPacks Exterior High Voltage Relay 960 LVOS PWM 1018 Parking Lot Exterior High Voltage Relay 450 LVOS PWM 1028 MAIN SIGN Exterior High Voltage Relay Soo DIN Relay Station 1029 EXTERIOR SIGNS Exterior High Voltage Relay Soo DIN Relay Station 1001 HighBay 1-4 Sales Floor High Voltage Relay 960 LVOS PWM 1002 HighBay 5-8 Sales Floor High Voltage Relay 960 LVOS PWM 1003 HighBay 9-12 Sales Floor High Voltage Relay 960 LVOS PWM 1004 HighBay 13-16 LIGHT DISPLAY Sales Floor High Voltage Relay 960 LVOS PWM 100S HighBay 17-20 Sales Floor High Voltage Relay 960 LVOS PWM 1006 HighBay 21-24 Sales Floor High Voltage Relay 960 LVOS PWM 1007 HighBay 25-28 Sales Floor High Voltage Relay 100 LVOS PWM 1008 HighBay 29-32 Sales Floor High Voltage Relay 960 LVOS PWM 1009 HighBay 33-36 Sales Floor High Voltage Relay 960 LVOS PWM 1010 HighBay 37-40 Sales Floor High Voltage Relay 960 LVOS PWM 1011 HighBay 41-44 Sales Floor High Voltage Relay 960 LVOS PWM 1012 HighBay 45-48 Sales Floor High Voltage Relay 960 LVOS PWM 1013 HighBay 46-50 Sales Floor High Voltage Relay 960 LVOS PWM 1014 HighBay 51-55 Sales Floor High Voltage Relay 960 LVOS PWM 1015 HighBay 56-60 Sales Floor High Voltage Relay 960 LVOS PWM 1016 Cupola Sales Floor High `✓oltage Relay 960 LVOS PWM 1019 Core 1 Sales Floor High Voltage Relay 960 LVOS PWM A61 Core 2 Sales Floor High Voltage Relay 960 LVOS PWM 1020 LIGHTING DISPLAY 1 Sales Floor High Voltage Relay 900 DIN Relay Station 1021 LIGHTING DISPLAY 2 Sales Floor High Voltage Relay 900 DIN Relay Station 1022 LIGHTING DISPLAY Sales Floor High Voltage Relay 900 DIN Relay Station 1023 LIGHTING DISPLAY Sales Floor High Voltage Relay 900 DIN Relay Station 1032 WEST COUPOLA Sales Floor High Voltage Relay 200 DIN Relay Station 1034 MAIN CUPOLOA Sales Floor High Voltage Relay 600 DIN Relay Station 1036 CASH WRAP DECORATIVE Sales Floor High Voltage Relay 300 DIN Relay Station Al NW CORNER Sales Floor LED Dim 0 LVOS PWM A2 NW QUADRANT Sales Floor LED Dim 0 LVOS PWM A3 NORTH CENTER Sales Floor LED Dim 0 LVOS PWM A4 LIGHTING DISPLAY Sales Floor LED Dim 0 LVOS PWM AS NE WORK ZONE Sales Floor LED Dim 0 LVOS PWM A6 NORTH CENTRAL Sales Floor LED Dim 0 LVOS PWM A7 CUPOLA SURROUND Sales Floor LED Dim 0 LVOS PWM A8 WEST CENTRAL Sales Floor LED Dim 0 LVOS PWM A13 SW QUADRANT Sales Floor LED Dim 0 LVOS PWM A14 WORK CORNER Sales Floor LED Dim 0 LVOS PWM A15 ENTRY Sales Floor LED Dim 0 LVOS PWM CN = Contractor If I W = Watts I Q/P/T = Quantity/Power/Type 1 O = Override I V = Vacation I A = AFCI Habitat ReStore Habitat Restore DIN.dc Aspen, CO United States 31 Jan 2017 1 of 2 Load Schedule IF V A N T A G E CN Name Area Type W Mod/Stn A16 EAST CENTRAL Sales Floor LED Dim 0 LVOS PWM A17 SE INNER Sales Floor LED Dim 0 LVOS PWM A18 SE WALL Sales Floor LED Dim 0 LVOS PWM A19 KITCHEN Sales Floor LED Dim 0 LVOS 7WM A20 MEETING SEATING Sales Floor LED Dim 0 LVOS PWM A25 MEETING PRESENTATION Sales Floor LED Dim 0 LVOS PWM A26 PARKING Sales Floor LED Dim 4 LVOS PWM A27 CUPOLA PENDANTS Sales Floor LED Dim 0 LVOS PWM A28 Station Load 28 Sales Floor LED Dim 0 LVOS PWM A29 Station Load 29 Sales Floor LED Dim 0 LVOS PWM A30 Station Load 30 Sales Floor LED Dim 0 LVOS PWM A31 Station Load 31 Sales Floor LED Dim 0 LVOS PWM A32 Station Load 32 Sales Floor LED Dim 0 LVOS PWM A37 Station Load 13 Sales Floor LED Dim 0 LVOS PWM A38 Station Load 14 Sales Floor LED Dim 0 LVOS PW M A39 Station Load 1S Sales Floor LED Dim 0 LVOS PWM A40 Station Load 16 Sales Floor LED Dim 0 LVOS PWM A41 Station Load 17 Sales Floor LED Dim 0 LVOS PWM A42 Station Load 18 Sales Floor LED Dim 0 LVOS PWM A43 Station Load 19 Sales Floor LED Dim 0 LVOS PWM A44 Station Load 20 Sales Floor LED Dim 0 LVOS PWM A50 Station Load 13 Sales Floor LED Dim 0 LVOS PWM A51 Station Load 14 Sales Floor LED Dim 0 LVOS PWM A52 Station Load 15 Sales Floor LED Dim 0 LVOS PWM A53 Station Load 16 Sates Floor LED Dim 0 LVOS PWM A54 Station Load 17 Sales Floor LED Dim 0 LVOS PWM A55 Station Load 18 Sales Floor LED Dim 0 LVOS PWM A56 Station Load 19 Sales Floor LED D.m 0 LVOS PWM A57 Station Load 20 Sales Floor LED Dim 0 LVOS PWM 1024 UNDERCAB Kitchen High Voltage Relay 100 ScenePoint Relay Station 1025 LIGHTS Kitchen High Voltage Relay 100 ScenePoint Relay Station 1026 MEETING SEATING Meeting High Voltage Relay 100 ScenePoint DR Station 1027 PRESENTATION Meeting High Voltage Relay 100 ScenePoint DR Station 1030 EXTERIOR RECEPTACLES Meeting High Voltage Relay 100 DIN Relay Station 1031 ENTRY COVE Meeting High Voltage Relay 200 DIN Relay Station CN = Contractor n I W = Watts I Q/P/T = Quantity/Power/Type I O = Override I V = Vacation I A = AFCI Habitat ReStore Habitat ReStore DIN.dc Aspen, CO United States 31 Jan 2017 2of2 LUMINAIRE SCHEDULE RESTORE 2.0 LAMP INFORMATION TYPE SPECIFICATION DESCRIPTION TOTAL MANUFACTURER CATALOG NUMBER VOLT MOUNTING RECESS DEPTH REMARKS LAMP TYPE TYPE QTY. COLORRI WATTS ITEMP L1 NOMINAL 2X2 HIGHBAY, WIDE DISTRIBUTION NOMINAL 24,000 LUMEN, 0-10VDC DIMMING, INTEGRAL POWER SUPPLY, CABLE WITH LED 1 LED 4000K 213 DAYBRITE HBX-24L—L-40—UNIV—W—WT—WC6D 120 SUS. CLG. SNAP HOOK SUSPENSION WITH CORD FOR POWER AND DIMMING 80+ CRI L1A NOMINAL 2X2 HIGHBAY, WIDE DISTRIBUTION NOMINAL 13,000 LUMEN, 0-10VDC DIMMING, INTEGRAL POWER SUPPLY, CABLE WITH LED 1 LED 4000K 213 DAYBRITE HBX-13L—L-40—UNIV—W—WT—WC6D 120 SUS. CLG. SNAP HOOK SUSPENSION WITH CORD FOR POWER AND DIMMING 80+ CRI L2 NOMINAL 16" PRISMATIC HIGHBAY, HOOK, CORD, & PLUG MOUNT NOMINAL 24,000 LUMEN, 0-10VDC DIMMING, INTEGRAL POWER SUPPLY, LED 1 LED 4000K 240 CREE CXB—A—UV—H-40K-8—UL-10V 120 SUS. CLG. CORD FOR POWER AND DIMMING 80+ CRI —CXBP16 WALL PACK, FLAT LENS, FULL CUT—OFF OPTICS LED L3 NOMINAL 6900 LM LED 1 4000K 71 STONCO LPW32--78XX 120 SURF. WALL COLOR SELECTED BY ARCHITECT 80+ CRI L4 RECESSED NON —IC DOWNLIGHT, NOMINAL 4" ROUND NOMINAL 1500LM, 0-10VDC DIMMING, 80CRI LED 1 LED 3500K 11 LIGHTOLIER P4RD15NZ10—U—VB—P4RD835— 120 REC CLG 4.5" COMFORT CLEAR FINISH 80+ CRI VB—P4RD—CC—P 4" SQUARE SURFACE DOWNLIGHT, 5/8" THICK, SUITABLE FOR 3" OCTAGONAL J—BOX, LIGHTOLIER CLOSETS: BEST FIT TO L5 FORWARD PHASE DIMMABLE, WET LISTED. WHITE TRIM, NOMINAL 600 LM, 50,000 HR 90 CRI LED 1 3000*K 10 S4S93OK7 120 SURF CLG HEADER OR CLG. LED 6" SQUARE SURFACE DOWNLIGHT, 5/8" THICK, SUITABLE FOR 4" OCTAGONAL J—BOX, LIGHTOLIER L6 FORWARD PHASE DIMMABLE, WET LISTED. WHITE TRIM LED 1 3000*K 15 S6S930K10 120 SURF CLG NOMINAL 900 LM, 50,000 HOUR, 90 CRI LED NOMINAL 2X2 RECESSED INDIRECT TROFFER, NOMINAL 360OLM LED 1 3500K 41 LEDALITE 3622—D1—ST—L—B-36—S-1-1—E 120 REC CLG 5-9/16" L7 STEEL HOUSING WITH MESO—OPTIC SYSTEM 0-10VDC DIMMING LED NOMINAL 2X2 RECESSED INDIRECT TROFFER, NOMINAL 440OLM LED 1 3500K 41 LEDALITE 3622—D1—ST—L—B-44—S-1-1—E 120 REC CLG 5-9/16' L7A STEEL HOUSING WITH MESO—OPTIC SYSTEM 0-10VDC DIMMING LED LINEAR FLEXIBLE LED RIBBON WITH INTERIOR JACKET, REMOTE POWER SUPPLY— PL—FLEXSR590—WW—INT-30K-24 L8 REFER TO PLANS FOR SIZING. OPAL LENS— OLC SERIES LED 2/FT 2.7W 4.5/FT PARADIGM LED PL—AMC-1616 PL—ECL-1616 24VDC SURF PROVIDE ADDITIONAL EXTRUSION AS USE FOR WIREWAY TO WALL CONNECTION 50,OOOHR LINEAR FLEXIBLE LED RIBBON WITH EXTERIOR JACKET, REMOTE POWER SUPPLY— PL—FLEXSR590—WW—WP-30K-24 L8A REFER TO PLANS FOR SIZING. OPAL LENS— OLC SERIES LED 2/FT 2.7W 4,5/FT PARADIGM LED PL—AMC-1616 PL—ECL-1616 24VDC SURF PROVIDE ADDITIONAL EXTRUSION AS USE FOR WIREWAY TO WALL CONNECTION 50,000HR L9 LINEAR INDUSTRIAL STRIPLIGHT, NOMINAL 4' INTEGRAL UNIVERSAL POWER SUPPLY LED 1 LID 3000K 43 DAYBRITE LF4EZ3830ULAG 120 SURFACE 80+ CRI HE WILLIAMS 75-4—LED*PH50/835—EDD*PH—UNV L10 RECESSED ADJUSTABLE DOWNLIGHT, AIR TIGHT INSULATED CEILING, 90CRI INTEGRAL POWER SUPPLY, DIMMABLE ELV/TRIAC, SQUARE TRIM, ACCESSORY HOLDER WITH LED 1 LED 12W 12W LIGHTOLIER L3AE1—L3093OF—L3SAD REC CLG 3.5" DIFFUSER PROVIDE 20% ADDITIONAL SPOT AND NARROW FLOOD LENSES 50,000HR 1_3AHLS L11 LINEAR WALL —BRACKET MOUNT WALLWASH, 12" STANDOFF, EXTRUDED HOUSING INTEGRAL POWER SUPPLY, WALLWASH OPTIC, LED 1 LED 6W/FT VARIES PINNACLE EX3—WW—N-40—XX—S-120-1C—W REC CLG 3.5" 50,000HR L3AHLS LOW PROFILE SITE LIGHT, DIE—CAST ALUMINUM HOUSING, IP66 RATED LED S1 TYPE III DISTRIBUTION, INTEGRAL POWER SUPPLY LED 1 3000K 70W GARDCO ECF—DIM— 1 —3-70LA—WW-1 20—XX SITE 0-10VDC DIMMING, COLOR TO BE DETERMINED 60,000HR TWIN HEAD LOW PROFILE SITE LIGHT, DIE—CAST ALUMINUM HOUSING, IP66 RATED LED S2 TYPE III DISTRIBUTION, INTEGRAL POWER SUPPLY LED 1 3000K 140W GARDCO ECF—DIM-2-3-70LA—WW— 1 20—XX SITE 0-10VDC DIMMING, COLOR TO BE DETERMINED 60,000HR SINGLE SIDE EXIT SIGN, GREEN LETTERS, CLEAR ACRYLIC FACE EELP EDGIGCA X1 WALL MOUNT— CONTRACTOR TO CONFIRM MOUNTING PRIOR TO ORDERING LED 1 5W 120 SURF DOUBLE SIDE EXIT SIGN, GREEN LETTERS, CLEAR ACRYLIC FACE EELP EDG2GSA X2 WALL MOUNT— CONTRACTOR TO CONFIRM MOUNTING PRIOR TO ORDERING LED 1 5W 120 SURF NOTES: 1, CONTRACTOR TO CONFIRM CEILING TYPE AND THICKNESSES PRIOR TO ORDERING A. SHADING OF ANY FIXTURE DESIGNATES EMERGENCY CIRCUIT. 2. CONTRACTOR TO CONFIRM VOLTAGE OF BRANCH CIRCUITS AND LUMINAIRES PRIOR TO ORDERING B. ALL LED EMERGENCY FIXTURES SHALL USE LIGHTOLIER LED—LMI INVERTER. 3 C. CONTRACTOR TO VERIFY INVERTER LOAD PRIOR TO ORDERING. 4. D. copyright: All design ideas, arrangements, and plans indicated by these drawings and specifications are the property and copyright of Alpenglow Lighting Design, Inc., and shall neither be used on any other work nor used by any other person for any use whatsoever without written permission of Alpenglow Lighting Design, Inc. revisions: CIRCUITING REVISIONS sheet title LIGHTING LEGEND j.u� 1/31/17 Sheetnumhen ELgo ilpppFk 11 [ , 1 a. 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A 5•.g e.-8 8._ �. I �: !1 R G Xm Jo � �x ., t _. I. X. -... --__.:- � -�' �."_. __ m jJ I f x ST?FFIKITCHEN_.. c -�! n I .o _...._ O P9 d'-8 {'! TI XWI'- . '' W • Ei- ` a 1 « e 1 n-` o .1 _ , , •. _. 7 111,Ya I;-,: T-e X i': _ In• _tl a 9 « n n-'m" �m n N Ib n T. -MFCH b,._i ii a` 5 t - ^ 1 0c. : •'-"_,i ix-0&.._\ I,�:X. • 4 µ RM`3X Ya±..-:\b a I (.-. O. enhv I�� IE CA�cts s1 s m :� / -.. FERENCC .I:,. ,,, C1895 Ri�QM - im u �o - •' a M :}' _ - -iA - - 6:`.; 1 ---_ s -- ! 3pp I9 3f} \ , - - -- - ._. a • - ----------- 318 - . - -----------t- ----- ... --------- -- _ - _ - --------- --- - - -------'-i- -.-...... - - -------------L� - -- -�--- _ 6'-D L g-0 y � I 1 ' I - 6-0 6'-0 6'-0 - G-0 6'-0 6'A 6 6 b-0 - C-6 6 D I I I �I `' ededurmatenal saps I I I I I �] i garde=.7 axJenor iumlure sales I covere�ent� I gardenlWeri5r i tu[mtu[a seas - ! I aoVG��1 t i �[ re C)wW eV 1, low, I! LppGyv� ! � VYrV c' ! I � ! ' i gi�h-off P"Ov� flea( b► ,►,r� i�spcvh'ov� i � i L I !37 HANGER NO. 18S STEEL SAMMY SIDEWINDER AND ROD �suwry s:oer+:no6rt wuwofivrlwx. iF3 7r S y; L FIRE PROTECTION PLAN SCALE: 3t32t" = V-0" 1 1 1r n 11H; 111 1 1 -'i 9-W 8'-0" i CC REVISIONS SYSTEM DESIGN CRITERIA S rrnkler Le end p 9 THIS DRAWING AND THIS DES ION ARE THE PROPERTY OF EBS DESIGN SERVICESLLC. 612 QUEBEC CT. FRUITA, CO 8152/AND Symbol Manufacturer SIN Model Quantit K-Facto Type SizeResPonse FinishT m eratu eNote NO. DATE DESCRIPTION THIS SYSTEM CONED RMS TO: N.F.P.A. 13 AND THE CAR BON DALE FI R E DEPAR TMENT. 1 5-23-16 DID PLAN HAZARD CLASSIFICATIONS-1 MISC. STORAGE Tyco TY5339 14 11.2SIdewall 1 Standard Chrome 200°F AND AR E NOT TO BE COPIED OR TO BE USED, DIRECTLY OR INDIRECTLY, BY ANYBODY WHOMSOEVER, WITHOUT THE WRITTEN CONSENT OF EBS DESIGN SERVICES LLC. 1 2-1&17 CD PLAN NON-COMBUSTIBLE CONSTRUCTION Tyco Fire Product TY3331 4 5.6 Sidewall Y: Quick Brass 155°F DESIGN DENSITY: .282250 sq. ft. QUICK RESPONSE SPRINKLERS 0 Tyco TY323 17 5.6 Pendent Y3 Quick Chrome 155°F HOSEALLOWANCe D Gana AREA PER SPKLR: 100 SQ. FT. MAX. Tyco TY313 2 5.6 Upright 1 Quick Brass 155°F WET SYS. x DRY SYS. OTHER WATER SUPPLY:30,000 GALLON UNDERGROUND STORAGE TANK Tyco TY4831 418 8Upright Ya Quick Brass 200°F TEST BY: WA Total = 455 DATE 02/27/17 SCALE NOTED JOB NO. SYSTEM DEMAND @ BASE OF RISER: SEE PLAN - CERT•NO. 90020 DRAWN ELS CHECKED - TCET LVL IV DESIGN SERVICES LLC. 512 QUUEBEC CT. FRUITA, CO 81521 970-812-6648 Uj MARK DATE DESCRIPTION 3.15,2016 SCHEMATIC DESIGN 3.29.2 116 site revision 4.07.2016 bid revisions 5.23. 0016 DD/Pricing Set 6.17.2016 cd coord. Set 7.1.2016 Bid Set 10.24.16 TANK REVISION 2.27.17 CD SET DATE PRINTED: 02/27/17 IPE. 6. - ..��`� INDICATES CENTERLINE ABOVE FINISHED FLOOR. 7. 4'42 S INDICATES CENTERLINE BELONG TOP OF STEEL. 8. "t---- INDICATES HANGER LOCATION. 9. - -" -\- - - INDICATES EXISTING PIPING TO REMAIN. 10. ALL PIPE AND HANGER DIMENSIONING IS CENTER TO CENTER EXCEPT FOR THREADED PIPE WHICH IS A CUT DIMENSION 11. ALL NEW PIPING TO BE HYDROSTATICALLY TESTED PER N.FPA 13. 12. OWNER IS RESPONSIBLE FOR MAINTAINING A MINIMUM OF 40' F TO PREVENT FREEZING. IN THE AREAS SERVED BY THE WET SPRINKLER SYSTEM. NICET LEVEL IV DESIGNER ERIC L. SLATER #90020 42 , HABITAT FOR HUMANITY Y - ROARING FORK 17 v "I , Please Recycle! PUMP CURVE CHURN: III PSI 100%: 1000 GPM. AT 100 PSI 150%: 1500 GPM AT 70 PSI PUMP LEGEND 1. AC VERTICAL TURBINE FIRE PUMP. 2. 6" GROOVED CHECK VALVE WITH FxG ADAPTER. 3.6" GROOVED TEE. 4.6" GROOVED BUTTERFLY VALVE WITH TAMPER SWITCH. 5.6" GROOVED 90. 6. 6" TEST HEADER WITH 4 2'/2" HOSE VALVES, 7.6"x4" GROOVED REDUCING COUPLING. 8. 1'W THREADED OUTLET FOR JOCKEY PUMP DISCHARGE. 9. 1" OUTLET FOR FIRE PUMP SENSING LINE. 10. V OUTLET FOR JOCKEY PUMP SENSING LINE. 11.4' FLOW SWITCH. 12.300# GAUGE ASSEMBLY. 13.2" TESTAND DRAIN ASSEMBLY WITH PRESSURE RELIEF VALVE. 14.4' GROOVED CHECK VALVE. 15.4"x2Y2'x2/2' FIRE DEPARTMENT CONNECTION. 16. JOCKEY PUMP CONTROLLER. 17. FIRE PUMP CONTROLLER. 18. HORN AND STROBE ASSEMBLY. 19.4"x2Y"x2%' TANK FILL INLET. SUBMERSIBLE JOCKEY RUMP NOT SHOWN PUMP DETAIL. SCALE: NO SCALE Mal ll AI V 149;j IFT11111 1' SCALE: NO SCALE rV tx + O` SYSTEM DESIGN CRITERIA Sprinkler Legend THIS DRAWING AND THIS DESIGN ARE THE PROPERTY OF EBS DESIGN SERVICES LLC. 138 S. PARK SQUARE SUITE 201 FRUITA CO 81621 AND Symbol Manufacturer SIN Model Quantity K-Factor Type SizeResponso FinishTmperatue Note THIS SYSTEM CONFORMS TO:N.F.PA. I3AND THE CARBONDALE FIRE DEPARTMENT. HAZARD CLASSIFICATIONS-1 MISC. STORAGE ANDARE NOT TO BE COPIED OR TO BE USED, DIRECTLY OR INDIRECTLY, BY ANYBODY WHOMSOEVER, WITHOUT THE WRITTEN CONSENT OF E65 DESIGN SERVICES LLC. NON-COMBUSTIBLE CONSTRUCTION DESIGN DENSITY: .282250 s . R. QUICK RESPONSE SPRINKLERS Q HOSEALLOWANCE: 0 GPM AREA PER SPKLR: 10050. FT. MAX. VIT1 SYS. DRY SYS. OTHER WATER SUPPLY: TWO -25.000 GALLON UNDERGROUND STORAGE TANKS Y TEST BY: WA DATE 02/17/17 SCALE NOTED JOB NO. SYSTEM DEMAND @ BASE OF RISER: SEE PLAN CERf.NO. 90020 %ffCETj.vLry DR1.RN ELS CHFCIKED 9 (15 zv 4 tO 60" DIA. CISTERN SCALE: 114" = 1'-0" I I Ili v-0" 4'-0' A 0- 138 SOUTH PARK SQUARE SUITE 201 FRUITA, CO 81521 970-812-6648 MARK F DATE 1 3.15.2016 DESCRIPTION SCHEMATIC DESIGN 4.07,2016 bidrevisions 5.23.2016 DD/Pricing Set 6.172016 cd coord. Set 7.1.2016 Bid Set 10.24.16 TANK REVISION 2.16.17 CD SET DATE PRINTED: 02/17/17 ��xuXwft "cDc EM LED HNS WTP�o ON DA Au (D TEARED C: COL I CkR.€.. �i`__ 'r NODES i 4f taia3iAFT TIA,UNi2YST0%N TO N A'iYANtO 01 Y E :+4x. Ow 9 w M WY �1me k T4 F Atk6E OErAoN ' >w wai^art ar,E +� X aaTaa AO.D` 3 t)koaloa%AM w S kke.M 00�o 010", 3 ` yv" 4 , x{1f Pa4#AF3J. t?I. r, Nit Pup "ty IE 9 0.'EkA"NTt Ab6.Ni kL Pd2 YEV$ XCT'J&.`R'4 �'^ RftY.A�4E44AiiF9ka. OIA. S(- 52SPSC-P'A" X Y1 A41t.�'E�••... } `x" A "VA rY I I -CrE B _ "CAD }X B 8.5@ B 55 t Ob tG z6 a r1.45 a 1'3 b 8 p.an C : A4Y 1 II0 e.a 2STf2 dB 1,, 14 "fi 25b�xH,v�ra s`iaNG�..�'�I . s" 8 %)e7 CIA. HOLE FOR MOUNTING GENERAL NOTES LL PIPE AND HANGER INSTALLATION SHALL CONFORM TO THE MINIMUM STANDARDS OF F.P.A. 13, N.F.PA.20AND THE CARBONDALE FIRE DEPARTMENT. DATER SUPPLY IS FROM BURIED TANK INSTALLED AND FILLED BYOTHERS. RE PROTECTION CONTRACTOR TO BEGIN WORKAT THE TANK OUTLET PAD. COPE OF WORK IS INSTALLING SPRINKLER SYSTEM THROUGHOUT THE ENTIRE BUILDING. YSTEM IS DESIGNED TO PROVIDE EXTRAHAZARD GROUP I DENSITY FOR S-1 OCCUPANCY.. LL THREADED PIPING 1'h" AND SMALLER TO BE THREADABLE THINWALL BLACK STEEL. .L GROOVED PIPING WITH WELDED OUTLETS 2"AND LARGER TO BEASTM 795 THINWALL PIPE. F1fi40ICATESHYDRAULIC REFERENCE POINT, INDICATES CENTERLINE ABOVE FINISHED FLOOR. INDICATES CENTERLINE BELOW TOP OF STEEL. ---#-INDICATES HANGER, LOCATION. INDICATES EXISTING PIPING TO REMAIN. ALL PIP AND HANGER DIMENSIONING IS CENTER TO CENTER EXCEPT FOR THREADED PIPE VHICH ISA CUT DIMENSION. kLL NEW PIPING TO BE HYDROSTATICALLY TESTED PER N.F.PA 13. )WNER IS RESPONSIBLE FOR MAINTAINING A MINIMUM OF 40° F TO PREVENT FREEZING. I THE AREAS SERVED BY THE WET SPRINKLER SYSTEM. NICET LEVEL IV DESIGNER ERIC L. SLATER #90020 ReStore 2,0 habitat for humanity - roaring fork r-ner) line A R C H I T E C T S Carbondale, CO 81623 T 970.963.6689 www, g reenlinearch Rects.com PUMP DETAILS d U7 a m 0 N P. PANIC HARDWARE 4'-0" X 4'-0" CONCRETE ON DOOR-\ /'-SLAB-ON-GRADE ts EXIT ' 15'-0" RAMP, SLOPE 5/5" PER FT. DN. NG T Please Recycle! TACCESS15LE ROUTE W/ADA THRESHOLD FIRE SPINKLER EQUIPMENT ROOM", ADA COMPLIANT SIGN PER ICC/ANSI 103 "STAFF ONLY", ADA COMPLIANT SIGN PER ICC/ANSI -103 TRAVEL DISTANCE = 205"-(c" I u Ilu Z Q N to } - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F- ---- I 1 I I I I I I I i I — EW Off, NEW VIDE — L— SRO ID MG PROVIDE — — — — — ADA "RESTROOM", SIGN PER ICC/ANSI 103, ON DOOR ADA "RESTROOM" , SIGN STAFF ONLY", ADA COMPLIANT PER ICC/ANSI 103, ON DOOR SIGN PER ICC/ANSI 103 STAFF ONLY", ADA COMPLIANT SIGN PER ICC/ANSI 103 MECHANICAL ROOM", ADA COMPLIANT SIGN STAFF ONLY", ADA COMPLIANT SIGN PER ICC/ANSI 103, ON DOOR "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS", ADA COMP ACCESSIBLE ROUTE W/ ADA THRESHOLD, TYP. "TH15 DOOR TO REMAIN �W ~ UNLOCKED DURING BUSINESS HOURS", ADA COMPLIANT PANIC HARDWARE EXTERIOR SIGN PER ICC/ANSI 103 ON GATE MATERIAL SALES PANIC HARDWARE ON ENTRY DOOR NOTES 1. PER 2012 AND 2015 I5C SECTION 101 To.2 250'-0" MAX. EXIT ACCESS TRAVEL DISTANCE WITH SPRINKLER SYSTEM 2. ALL DOOR THRESHOLDS TO BE ADA COMPLIANT PANIC HARDWARE ENTRY DOOR GARDEN MAIN A LESS FURNITURE SALES GARDEN f�,foicaplq Appi DOw'�o IN I SIGN W/ACCESS SYMBOL AND TEXT THAT READS "VAN-ACCESIBLE" 80" A.F.F. PER 4.4.2. II GARDEN "'CONFERENCE ROOM', ADA COMPLIANT SIGN PER ICC/ANSI 103 ACCESSIBLE ROUTE W/ ADA THRESHOLD, TYP. "MAXIMUM OCCUPANT LOAD 613 OCCUPANTS", SIGN P ENTRY "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS", ADA COMPLIANT SIGN PER CC/ANSI 103 ACCESSIBLE ROUTE L 'V�� "STAFF NLY , ADA COMPLIANT SIGN PER ICC/ANSI 103 L4 PANIC HARDWARE ON DOOR "STAFF ONLY", ADA COMPLIANT ® SIGN PER ICC/AhI161103 IAA EGRESS AND ACCESSIBLE ROUTES PLAN 1 SCALE 3/32" = t'-0" Srrf- of plug. � `J`i MARK DATE DESCRIPTION QI 3.3.2011 CD / PERMIT 4.1.2011 EGRESS REVISION 1.13.2011 DR. 112 RELOCATE 1.18.2011 POS REVISIONS......._ A 10.24.2011 BAY DOOR SWINGS DATE PRINTED: 10/25/11 FILE: RESTORE2.0-11 POS REVISIONS.PLN I+ ACCESSI�ROUTE W "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS", ADA COMPLIANT SIGN PER ICC/ANSI 103 L— EGRESS ROUTE, TYP. GARDEN ACCESSIBLE ROUTE, TYP. SIGN W/THE INTERNATIONAL ACCESS SYMBOL DESIGNATING SPACE FOR ACCESSIBLE PARKING A ALL DESIGNATED LOCATIONS 80" A.F.F. PER 4.4.2., TYP. m HABITAT RESITORE HABITAT FOR HUMANITY — ROARING FORK VALLEY`( 11 0 LOADING AREA (ON GRADE) C reen line T E C T S 65 North 4th Street, Suite 5 Carbondale, CO 81623 T. 970.963.6689 www.greenlinearchitects.com EGRESS, ACCE5515LE ROUTES AND SIGNAGE-P-LAN AMN03. SAWCUT R-R APPROX. 17 S. Y,- ASPHALT FOR GAS LINE & DRIVEWAY REMOVAL II FIELD LOCATE EX. DRIVEWAY CUT APPROX. 24' WIDE, REMOVE EX. DRIVEWAY CUT & SW, REPLACE WITH NEW CG & SW TO MATCH EX. SECTION INSTALL SWALE, 6" DEEP W/3.-1 SIDE SLOPES 268 L. F. t/- REMOVE EX DRAINAGE BOX-,. ` & PIPE AS NEEDED FOR NEW VP DRAIN INLET INSTALL. SEE THIS SHEET FOR DETAILS DAYLIGHT SWALE VP 11vLET RIM For Construction Abbreviations - AS ASPHALT "'::��°•., BEG/N SWALE- - ASPH BW ASPHALT BOTTOM OF WALL "•....... RELOCAT/ON CG CURB AND GUTTER • N70763'¢g CL CENTERLINE ... . ... ""E70458.99 CO CONCRETE CONC CONCRETE .. CRB CONCRETE REACI70N BLOCK .. DR DRAIN - .. G$.N1011Z4.-�!se E E� EASTING ELEVATION STING BADE .... ,: Lily ,.... ........ .. Eq.0465,3i''.;.. RIM F.C.IiQ 5b,�.... ..s•Y.... ' ........... ,ems ...`. ELEV EP ELEVATION END PROJECT .6020• UT (SW) ,' — ' j: ............ ... - -.,�. ----- FL G FLOWLEE GRID '. .' .... 6027 �••rj �I ! rt:'''. '. .. ... ... 3 )rP. .. „fie `s..._ . HP HI HH POINT LINEAL Pi .................... E1O546. 19 6022........ '•5023 ... �'.•a LP OW POIF IEET G NT L_ eT -.. TANK {VENT - _ .. •. •• .................. .••••• o,.. ....... - � CL 3 • � .. � N9969.74 6D .. 24 26 . ` I I rl '�• E704B2.26 � E70567,91 s027 -- ACCESS I BLD O-. G END CL 3' V iI- - COR ry' NY0055, 47 IV9811., El OsaT. 1 E70481.04 ••• L EL. 602200........ CL 3' V,P'•. l 1 , —�'� �.. :.�; h, :: I I -. I I�% 8• P6C` T _ A�'9VPPLY "•., LOAD/NG N9994 41 E10557.84 I: .-•AP pO '� ''.BLOC C N986 E77336 06 ASPHALT \ .PARKING ' LOT Q i�`; O N783 0036. I 1044222 -- — N NORTHING NLS NOT TO SCALE NW NORTH WEST O/S OFFSET PL PROPERTY LINE ANT POINT SW SIDEWALK ON FIRE HYD. TW TOP OF WALL TYP. TYPICAL VP. VALLEY PAN W/ WITH WL WATER LINE OTRANSITION CURB/GUTTER OR VALLEY PAN RAISE ASPHALT 3/8" MIN/MUM ABOVE ALL CONCRETE EDGES, PROVIDE CLEAN, SMOOTH FINISHED EDGE OF ASPHALT, t NOT£. ON INVERTED CURB/GUTTER, ASPHAL T TO BE FLUSH WITH GUTTER. TYP. ASPHALT/CONCRETE CONNECTION SCALE- 1 " = 1 '-0 49 -REGRADE EX Cl-,All APPROX 165 C.F. SEE CHANNEL SECTION AP P LOADING DOCK FINISHED _--__��•A' N97 BPIa 8EG11V EL FLOOR `•. _ ' ` •",._/ h ..� —'��. AIRS, 5' WIDE TIO/11 6022 _ N. E7047z o. �- ;:.. �64t}-.�.�.-3-;-.. �'. `. .. .. 1067„•• ®FA DRAIN INLET RIM 15,:'SO, INV /N (W) 1-3.40 INV IN (E) 13.40 INV OUT SEESW) 13.33 C7 SAWCL/T ° ''� i °,,. `� I� II , '. I I,-..., - 7r /r ..5E .9 i' — - ._Ili ,• ;: ::•.'r FOR DETAILS /: EX. A.4PH \ �.... : I Graphic Sca 0 15 30 In Feet: 1 " = 30' 3 SWALE/ /'!'•o1SK1�� N9638.06'..'' 05i�•35 /'• OVED d / P33'CT TO NO'ED a AT CURB/GUTTER TERMINATION TRANSITION CURB FROM 6" HIGH�I TO 0" HIGH AT END T� 6" CURB FL GUTTER PAN I — — — — — — — — - 2' CURB TAPER DETAIL NOT TO SCALE 2' W6"�- 3/4" v c 1/4 R 1/2 R F/4 R , to 18" CURB & GUTTER NOT TO SCALE //4 1 CURB/GUTTER VINATION TRANSITION 1B FROM 6" H/GH TO O" VATEND CURB AND GUTTER TERMINATION CURB AND GUTTER 1/2 R a 0 /2'R 0 INVERTED 18 " CURB & GUTTER E' '-O" SCAL7 1/2" = l B PRE -CAST CONCRETE BASIN I RAPE EX CHANNEL 02p..'•'•' / EXCL. i' 6IOtvJ ix Il i��v I IONS APPROX 465 [.F - ;% FLOWLINE L — — — _ _ J 'SEE CHANNEL SECT/ON r(; A p CFI_ LD COUN' 26CENTENE� OX REFERENCERLIPOIN TON L B �l PLAN VIEW ® STA../OFFSET PLAN TRANSITION TO MATCH FLOWLINE NOTE GRATE GEOTEXTILE TO BE INSTALLED PER /'. EROSION CONTROL NETTING DETAILS REFER TO SPECS FOR RIPRAP MATERIAL, ' GRADATION AND INSTALLATION REQ'TS W =CHANNEL WIDTH f D = RIPRAP DEPTH 2"' + REFER TO PLANS FOR SWALE D5o = MEDIAN ROCK SIZE J4 BARS DIMENSIONS IN EACH LOCATION. H = S/DESLOPE x - C = MIN. CONTAINMENT DEPTH EA H WAY NOTE.- 1. ALL CONCRETE FLAT WORK TO BE 6" THICK CONCRETE W/FIBERMESH IN TRAFFIC AREAS, 4 " THICK CONCRETE NON TRAFFIC AREAS W/FIBERMESH. 2. ASPHALT SECTION TO BE 4" OF ASPH. ON COOT CL.6 ROADBASE 6" THICK. SEE GEOTECH REPORT FOR SPEC. SGM 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sam-inc.com CONC. BASIN NOTES: 1) CATCH BASIN INLET GRATE & FRAME TO BE DEETER FOUNDRY, INC. 2501-L OR AS SPECIFIED ON PLANS, OR APPROVED EQUAL. 2) FRAME & GRATE SHALL BE ASPHALT PAINT -DIPPED BY MANUFACTURER. 3) PRECAST CONCRETE ADJUSTMENT RINGS (IF REQUIRED) SHALL BE GROUTED /N PLACE. 4) PIPE ENDS ARE TO BE TRIMMED FLUSH WITH THE INTERIOR WALLS SEE PLAN VIEW FOR FLOWLINE OF GRATE LOCATION AND ELEVATION GROUT PIPE /N PLACE to AND TRIM PIPE AT INSIDE EDGE OF INLET k W DSO + "-PIPE SIZES, LOCATION / e TrT� & INVERT ELEVATION X 6 AS SHOWN `O OWN e oucfys / 40" 24" �p •LFF•1F F /+ Q . GEOTEXTILE (MIRAR 14ON 1 52" %y 99' 6" 6" R 36"It �'. ;'. --'-' OR EQUAL) OR IMPERVIOUS 7sxD� U1 H SECTION A —A SECTION B—B 42729• + LINER AS SPECID t k......5/181L tc OA RIPRAP SWALE VALLEY PAN DRAIN INLET DETAIL FSSFOrypLE NOT TO SCALE NOT TO SCALE # Revision Date By Job No. 2016-1 15.001 MINIMUM 111101� Habitat for Humanity Roaring Fork F or Construction 2 13 Bid Set 7//1 /17 CL Date: b/8/2016 RM Drawn by: G16 C Habitat ReStore 2.0 - Glenwood Springs, CO p,3vised parking limits 4/06/17 "I Dimension Plan QC: RM I PE: CLL Of �t File: HR-DimenPlan `i Abbreviations AS ASPHALT N NORTHING CURB/GUTTER ASPH ASPHALT MT.S. NOT TO SCALE OR VALLEY PAN RAISE ASPHALT 3/8" MINIMUM ABOVE BW BOTTOM OF WALL NW NORTH WEST ALL CONCRETE EDGES, PROVIDE CLEAN, BeG/N SWALE CG CURB AND GUTTER 0 S OFFSET RE[ocgnoy SMOOTH FINISHED EDGE OF ASPHALT "'••N7076349 CL CENTERUNE PL POI LINE ° CO CONCRETE PVT POINT E7.0458. 99 CONC CONCRETE SW SIDEWALK CR@ CONCRETE REACTION BLOCK ON FIRE NYD. DR DRAIN TW TOP OF WALL _ E FASTING TyP. TYPICAL SAWCUT R-R APPROX. 17 S. Y. r ... G[ . Nlny yi EL EIEVA77ON STING BADE WIT EY PAN d '`" " ,,.. ECEV ECEUA770N WATER LINE ASPHALT FOR GAS LINE & Flo4s53r " " " ,., WL fC 6Q I l RIM EP END PROJECT •NOTE. ON INVERTED CURB/GUTTER, DRIVEWAY REMOVAL sb • .- « FF FINISH FLOOR .U�u••TRANSITION c •......„;........ .. FG FINISHED GRADE OT ASPHALT TO BE FLUSH WITH GUTTER ....... .. �Y __ __ ... _ HP HIGH Fr NE ': ..: VEL ... ... .. ...60?7 ...C. POINT .. .L .3 1?'P :: .. i"-",'atf.. ,",� LF CI�NEAL FEET ( •--. _ ...... N7000805 . ':11^ € LP LOW POINT SCALE 1" NCRETE � TYP. ASPHALT/CO CONNECTION E7054679 6022 Qba''•60?3., �T.�.c� ........ 1 'I -.. f TANK BENT - I 24 - 5 .... .. CL 3 'V. B£GYN�G N9969 74 _ ................... 60,96 . SO...... 602 .. ........... e,0567 I CC `I 1 ♦ E7D4822s -- 0 ACCESS _ FIELD LOCATE EX. DRIVEWAY Btoc. EN _ „ '`N7007068 CUT APPROX. 24' WIDE, '' , ,; � MANvo[E { 1 i � 55a7 1 I - — - "� �, I / E7046204 06 REMOVE EX. DRIVEWAY CUT & EL.602200 CL 31 VP•. SW, REPLACE WITH NEW CG & I h, I 8' PVC TANK N9994.41 E70680 _ �..; ; qp SUPPLY ".,. E7055184 SW TO MATCH EX. SECTION '� Io[ 7 _. . LOAD/NG DOCK 49 } 5 AP P6`198 INSTALL SWALE, \ Q° 6" DEEP W/3.'1 SIDE SLOPES "''z672F6 90 A PRO E 7 X CHANNEL T 268 L.F. t� \, ,%� AS�HALr C G >_ G SEE CHANNS L1. E PAPKING ?� (-.,,.., ,oJ6.83 �'A'..• _ _-__ �_ •. .. .,. .,. -�--� �--.,__ __ ,�,��y �. � EC SFCT/ON 6 . 8 o - -- __-- _ -_ /�- LoT Q. <i44222 1 REMOVE EX DRSpH AINAGE BOX ', FF/N/S - iaB 18 �i-& -JADING sDGCK L 4T/ QED & PIPE AS NEEDED FOR ��R = - 08s FL \ EIosB . EEy1. A NEW VP DRAIN INLET INSTALL. wiDF ^ 6022' 7 SEE THIS SHEET FOR DETAILS �`, V ��_ A71o0? E7047381 Pi'.-:`_ 6 - 3708 7 , DAYLIGHT SWALE '• :.. ..-� 0 VP INLET RIM . NEW CG EX STORM MH E70299.40AP ASPN PKG N99J2 .96 ' \ i N9636.87 , RIM ft. 6015. 00 f 10519.27 BEGIN i N9638.06,:SWALE/ �r E7051$-J5 j CURB/GUTTER VINATION TRANSITION 'B FROM 6" HIGH TO 0" Y AT END CURB AND GUTTER TERMINATION AT CURB/GUTTER TERMINATION TRANSITION CURB FROM 6" HIGH 24" TO 0" HIGH AT END CURB AND GUTTER 6" CURB TERMINATION FL GUTTER PAN --------------- 2' CURB TAPER DETAIL NOT TO SCALE 2' 1/2 OR 1/4IR 1/2R 3/4 OR 0 e IN �v 18" CURB & GUTTER NOT TO SCALE 2' 18" 6" 3/4' 1/2 "/? ° } 1/4 lei? ; 1/2 ORR o I a �o � v d JINVERTED 18" CURB & GUTTER FQ. KQ 71 -� B PRE -CAST CONCRETE BASIN END FL / i — — N9806.88 Ef0220.94 _AFIPR OVED 1 U!3JrCT I O NOTED - EXCL ijIY NS & INSPECTIONS 00.71 8 RAD.PNT .SEE CPPROX 465 L.F. N98321J HANNEL S£CT/ON (�•�t�'1� 1 n (�{1f it,l'y-Y FLOWL/NE x •'. I o 26" CENTERLINE BOX . 'g£ E60ND TO REFERENCE POINT ON x PLAN VIEW 0 STA../OFFSET PLAN �Q �a :X 24" RbY q'I TRANSITION •.."••..... TO MATCH RAD. PNT -/ i ' GRATE FLOWLIN£ N9B0281 N9�54.6„ N0 1 Y �.�� {'�l.r., �.+ Ji'3 D f Graphic Scale 0 15 30 60 In Feet: 1" = 30' For Construction E10.786.47 E10144.58 { NOTE: 1. ALL CONCRETE FLAT WORK TO BE 6" THICK CONCRETE W/FIBERMESH /N TRAFFIC AREAS, 4" THICK CONCRETE NON TRAFFIC AREAS W/F/BERMESH. 2. ASPHALT SECT/ON TO BE 4" OF ASPN ON COOT CL.6 ROADBASE 6" THICK. SEE GE07ECH REPORT FOR SPEC. SGM 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com Gl GEOTEXTILE TO BE INSTALLED PER / EROSION CONTROL NETTING DETAILS. -- -a REFER TO SPECS FOR RIPRAP MATERIAL SCALE.- 1 1/2" = 1'-0` NOTES.- 1) CATCH BASIN INLET GRATE & FRAME TO BE DEETER FOUNDRY, INC. 2501-L OR AS SPECIFIED ON PLANS, OR APPROVED EQUAL. 2) FRAME & GRATE SHALL BE ASPHALT PAINT -DIPPED BY MANUFACTURER. 3) PRECAST CONCRETE ADJUSTMENT RINGS (IF REQUIRED) SHALL BE GROUTED IN PLACE. 4) PIPE ENDS ARE TO BE TRIMMED FLUSH WITH THE INTERIOR WALLS. SEE PLAN VIEW FOR FLOWLINE Of - GRATE LOCATION AND ELEVATION GROUT PIPE IN PLACE h AND TRIM PIPE AT INSIDE EDGE OF INLET GRADATION AND INSTALLATION REQ7S j W = CHANNEL WIDTH D = RIPRAP DEPTH 2" + REFER TO PLANS FOR SWALE D50 = MEDIAN ROCK SIZE J4 BARS DIMENSIONS IN EACH LOCATION. H = SIDESLOPE 12'O.C. C = MIN. CONTAINMENT DEPTH EACH WAY " D r 6O RECAST CONC. BASIN N LOCATION PIPE SIZES, LOCA&INVERT ELEVATION GEOTEX77LE (MIRAFI 140N OR EQUAL) OR IMPERVIOUS LINER AS SPEC D Habitat for Humanity Roaring Fork Habitat ReStore 2.0 - Glenwood Springs, CO H 75KDSO RIPRAP SWALE NOT TO SCALE # Revision I [aid Set I or Construction Kevised parking limits `n AS SHOWN P�pO UC 6" 40" 6" 6' 24" �q...*� Lf. 1 LEF(i%.' 52' 36- SECTION A —A SECTION B—B 42729 VALLEY PAN DRAIN INLET DETAIL ASS/ownO�N NOT TO SCALE Date By Job No. 2016-115.001 Ill 7/7/2016 RM Drawn by: GBB 2/13/17 CL Dimension Plan Date: 6/8/2016 4/06/1, QC: RM PE: CLL Of 4 File: HR-DimenPlan Graphic Scale SAWCUT R—R APPROX. 17 S. Y. ASPHALT FOR GAS LINE & DRIVEWAY REMOVAL FIELD LOCATE EX. DRIVEWAY CUT APPROX. 24' WIDE, REMOVE EX. DRIVEWAY CUT & SW, REPLACE WITH NEW CG & SW TO MATCH EX. SECTION INSTALL SCALE, 6" DEEP W/3.• I SIDE SLOPES 268 L. F. 4-1— REMOVE EX DRAINAGE BOX & PIPE AS NEEDED FOR NEW DRAIN INLET IN57ALLAT/ON SEE SHEET C1 FOR DETAILS I. 3 3000 PSI CON4. 0 5 30 60 _ 1 r r 1-:1 W/ FIBERMESH '8'° n ^tom � � r n.. In Feet: 1 = 30' --- - c: >7 o; ..i9. J4FL O KFi� i�/�, �7/ �f.nj c.,_^r F ,V• ��,ru rc� ,.,�c0 _._ . ... ...... CL N7017740 -. . E1046537 PROPOSED 3' STRIP ALL TOPSOIL SCARIFY & AGGREGATE S .. � - VALLEY PLAN 4" CLASS 6 AGG ATE BA E ALL N oui �shj fs /4 ........ 0% GRADE DEPTH RECOMPTO 95%ACT BMOD�FIED PROCTORS" MODIFICOURSE ED PROCTOR TO 95% .. .:::. ... LEY PAN DET AIL TAIL Tw.0 SCALE. 1 "= 1 '-0" �12" BALL RUNS TO HAVE EQUAL RUN MIN. 4" .STOFWAL --L`l TOPSOIL p44 BARS AT 12" C.C. z BOTH WAYS � �.�/ CLAY LINED DITCH 70 LINE WITH GRASS ri / 12 DEPTH 2 N 2 , ,/ + 3/4 SCREENED ROCK - h C �i o ERFOP ATED DRAIN PIPE o EXPANSION 14 NOSING BARS (7YP.) N PELEV19.00 ®s. END o ✓DINT 2"' CONCRETE STEP DETAIL y SCALE 1 "= 1'-0" 0 a 2° h Forb N Construction N CHANNEL SECTION SCALE 1"— 4' f76SGM 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com Habitat for Humanity Roaring Fork Habitat Restore 2.0 - Glenwood Springs, CO PERF. PIPEISWALE SECTION SCALE 1 4' # Revision Date By 1 Bid Set 7/7/2016 RM 2 For Construction 2/13/17 CL 3 Revised parking limits 4/06/17 C_ 4 Revision to Tank Placement/Grading 4/28/17 AVC OMP• 2 DOWN \-- PROVIDE 6" CURB AROUND RAMP (PER PLANS) HANDICAP RAMP DETAIL SCALE.- 1`--- 5' cc 8' CLASS 6 BASE COURSE AGOR£G4TE COMPACTED TO 95R �. l / COMPACTED ML DE ROADWAY PRISMROR Dio.-F 18' CLASS 6 AGGREGATE W/TH/N R040WAY PRISM W/ COMPA07ION DENSITY OF 95R PER ASTM D698. m �I CLASS 6 AGGREG47F BASE COURSE O COMPACT/ON TO 95R PER ASTM D698 e 1. PAVEMENT REPLACEMENT SHALL MEET EX/5.77NG THICKNESS AND KIND WITH THE FOLLOWING MINIMUMS: ASPHALT SURFACING = 4' MIN., AGGREG47F BASE COURSE _ 6" MIN. 2. BASE COURSE REPLACEMENT SHALL MEET EXISTING THICKNESS WLTH THE FOLLOWING MINIMUMS: AGGREGATE 84SE COURSE = 8" MIN. J. DIRT / TOPSOIL PLACEMENT SHALL MEET EXIS77AIG THICKNESS AND KIND WITH THE FOLLOWING MINIMUMS: 4' TOPSOIL. 4. SELECT MATERIAL AS FOLLOWS: 6' MAXIMUM SIZE IN TOP 12' OF BACKF/LL 12' MAXIMUM SIZE /N REMAINDER OF 84CKNLL STORM TRENCH CROSS SECTION NOT TO SCALE PLANS 1/2" EXPANSION JOINT BROOM FINISH WHERE REOUIRED q. COMPACTED SUBGRADE 2 COMPACTED CLASS 6 AGGREGATE LEVELING COURSE NOTES: 1) EXPANSION JOINTS: 100' ON CENTER AND AT DRIVEWAYS. 2) DUMMY JOINTS: 1" DEEP BY 1/8" - 1/4" WIDTH AT INTERVALS EQUAL TO SIDEWALK WIDTH. 3) USE 114" RADIUS ON ALL EDGES. 4) USE 6" DEPTH OF CONCRETE ON ALL DRIVEWAYS 5) CURE FOR 72 HOURS USING CURING COMPOUND, PLASTIC COVERING OR MOISTURE. 6) USE 3750 PSI CONCRETE WITH FIBERMESH ADDITIVE AT 1-112 LB g�90 L1C MAXIMUM SLUMP 4" �d ••"""• �p.Y Quit LFflr CONCRETE SIDEWALK 42729 SCALE. 1" 7'-0" ' S/181201 Grading & Drainage Plan Job No. 2016-115.001 Drawn by: GBB , Date: 6/8/2016 QC: - PE: CLL Qf 4 File: HabitatRe toreGradingPlan23 0 ° SECURITY FENCING ALONG BACK OF EX SIDEWALK EARTH—SAVi STRAW WA For Construction CONCRETE WASHOUT -.., DUMPSTER _ CONNEX � l I + SECUR/TY FENCING ALONG PROPERTY LINE ° STORMWATER ' DETENTION POND F7 APPROX. 90 ° STRAW WATTLE INSTALLATION DETAIL N. T. S. \SIP \SF SILT FENCE VD SF� SF \SF SECURITY FENCING ALONG PROPERTY LINE _--o Graphic Scale 0 15 30 60 In Feet: 1 " = 30' 12'MiN. EXISTING GROUND GEOTEXTILE EROSION CONTROL (CLASS 2) (SEE NOTE 3) SECTION B-B NOTES: / AGGREGATE SHALL CONFORM TO SUBSECTION 208.02 W. 2. THE CONTRACTOR SHALL PROTECT CURB AND GUTTER THAT CROSSES THE ENTRANCE FROM DAMAGE. PROTECTION OF THE CURB AND GUTTER SHALL BE INCLUDED IN THE COST OF WORK AND NOT PAID FOR SEPARATELY. 3. GEOTEXTILE SHALL CONFORM TO SUBSECTION 712.08. 4. ALL MATERIALS AND LABOR TO COMPLETE THE VEHICLE TRACKING PAD SHALL BE INCLUDED IN THE COST OF WORK AND NOT PAID FOR SEPARATELY. 5. THE PAY ITEM NUMBER FOR VEHICLE TRACKING PAD (EACH) IS 208-00070. y \ VEHICLE TRACKING PAD N.T. TI -' Ih /> 0 �- SECUR/TY o FENCING ALONG —�� o PROPERTY LINE �F SILT FEA 5� 5� GEOTEXTILL ANCHOR&/ IN TRENCI I EXISTING GROUND i AGGREGATE /crr unTr 11 EXISTING PAVEMENT � IV PLAN VIEW SHALL EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION. EXISTING 70' MIN. — --� GROUND 6+1 GEOTEXTILE EROSION CONTROL (CLASS 2) ELEVATION SECTION IV. T5- STANDARD NOTES FOR CONSTRUCTION SITE MANAGEMENT PLANS: 1. CONTRACTOR IS RESPONSIBLE FOR STORMWATER PERMIT 2. CONTRACTOR TO RECLAIM AND REVEGETATE STAGING AREA AT END OF PROJECT J. THIS PLAN SHALL BE KEPT ON SITE AT ALL TIMES AND UPDATED TO REFLECT ANY CHANGES. 4. CONCRETE WASTE AND WASHOUT WATER FROM MIXING TRUCKS SHALL BE CONTAINED ON SITE, REMOVED FROM THE SITE, AND PROPERLY DISPOSED. MATERIALS SHOULD NOT ENTER STATE WATERS. 5. CONTRACTOR /S RESPONSIBLE FOR INSTALLING AND MAINTAINING TEMPORARY EROSION AND SEDIMENT CONTROL DURING CONSTRUCTION AND ESTABLISHING ANY REQUIRED PERMANENT BEST MANAGEMENT PRACTICES (BMPS). 6. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE, AND FEDERAL LAWS. IN ADDITION CONTRACTOR MUST OBTAIN REQUIRED PERMITS. 7. CLEARING OR GRADING SHALL NOT BEGIN UNTIL ALL SEDIMENT CONTROL DEVICES HAVE BEEN INSTALLED. 8. THE CONTRACTOR SHALL PROMPTLY REMOVE ALL SEDIMENT, MUD, AND CONSTRUCTION DEBRIS THAT MAY ACCUMULATE IN THE RIGHT OF WAY, PRIVATE PROPERTY, OR WATER WAYS AS A RESULT OF THE CONSTRUCTION ACTIVITIES. 9. ALL INGRESS, EGRESS POINTS AND VEHICLE ACCESS POINTS ONTO DISTURBED SITE MUST BE STABILIZED WITH A VEHICLE TRACKING CONTROL PAD. ACCESS SHALL ONLY BE VIA APPROVED LOCATIONS AS SHOWN ON APPROVED CSMP. 10. SOIL STABILIZATION MEASURES SHALL BE IN PLACE AND AREAS ARE TO BE REVEGETATED:(1) FOR STOCKPILES, IF INACTIVE FOR MORE THAN 30 DAYS (2) FOR AREAS OF LAND DISTURBANCE WITHIN ONE GROWING SEASON. 11. INLET PROTECTION SHALL BE INSTALLED /N CONJUNCRON WITH STORM DRAIN INLETS WHERE DRAINAGE AREA /S NOT VEGETATED. 12. BMPS SHALL BE USED, MODIFIED, AND MAINTAINED WHENEVER NECESSARY TO REFLECT CURRENT CONDITIONS. BMPS SHALL BE INSPECTED WEEKLY AND AFTER EVERY PRECIPITATION EVENT ACCUMULATED SEDIMENT SHALL BE REMOVED FROM BMPS WHEN THE SEDIMENT LEVEL REACHES Y THE HEIGHT OF THE BMP. 1,J. EMERGENCY ACCESS MUST BE KEPT OBSTACLE FREE AND PASSABLE AT ALL TIMES. GEOTEXTILE— 12" -BURIED IN TRENCH & FIRMLY ATTACHED TO POST 0 N 6" x 6" TRENCH FLOW N EROSION CONTROL NOTES: 1. GEOTEXTILE SHALL BE ATTACHED TO WOOD POSTS WITH THREE OR MORE STAPLES PER POST 2. STAPLES SHALL BE %2" J. WOOD POST SHALL BE 1 %2" X 1 %2" NOMINAL. 4. REFER TO CDOT M-208-1 SIL T FENCE DETAIL N.TS. PAVEMENT (DEPTH VARIES) GEOTEXTILE POSTS (TYP.) LI U I GEOTEXTILE SHALL BE FOLDED AROUND TWO POSTS ONE FULL TURN. SECURE GEOTEXTILE TO POST WITH THREE STAPLES MINIMUM. PLAN VIEW END SECTION DETAIL POST A POST B GE07FX7ILE A �GEOTEXTILE B FOLD GEOTEXTILE AROUND EACH POST ONE FULL TURN. SECURE GEOTEXTILE TO POST WITH THREE STAPLES MINIMUM. POSTS SHALL BE TIGHTLY ABUT77FD WITH NO GAPS TO PREVENT POTENTIAL FLOW —THROUGH OF SEDIMENT AT JOINT. PLAN VIEW IGRETE SLAB REVISIONS SYSTEM DESIGN CRITERIA Sprinkler Legend p 9 THIS DRAWINGAND THIS DESIGN ARE THE PROPERTY OF EBS DESIGN SERVICES LLc. 512 QUEBEC CT. FRUITA. CO 81521 AND Dynamk Fire ProtecEon Systems, S mbol Manufacturer SIN Model Quantit K-Factor Type Size esponse FinishT rneratueNote NO. DATE DESCRIPTION THIS SYSTEM CONFORMS TO:N.F.PA. 13 AND THE CARBONDALE FIRE DEPARTMENT. 1 5-23-16 DO PLAN HAZARD CLASSIFICATION:S-1 MISC. STORAGE Tyco TY5339 14 11.2 Sldewall 1 Standard Chrome 200°F ANDARE NOT TO BE COPIED OR TO BE USED, DIRECTLY OR INDIRECTLY. BY ANYBODY WHOMSOEVER, WITHOUT THE R CONSENT of Ees DeslcN S Llc. SERVICES 1 2-16-17 GO PLAN NON-COMBUSTIBLE CONSTRUCTION Tyco Fire Product5 TY3331 4 5.6 SldeWall '/I Quick Brass 155°F DESIGN DENSITY: .262250 sq. It QUICK RESPONSE SPRINKLERS Tyco TY323 17 5.6 Pendent Quick Chrome 155°F HOSE ALLOWANCE: OGPM AREA PER SPKLR: 100 SO. FT. MAX. Tyco TY313 2 5.6 Upright 1 Quick Brass 155°F µ1;T SYS, S DRY SYS. OTHER WATER SUPPLY. 30,000 GALLON UNDERGROUND STORAGE TANK Tyco TY4131 TY-FRB 418 6 Upright 3/. Quick Brass 266°F TEST BY. NIA rotal = 455 DATE 05f12/17 SCALE. NOTED JOB NO. SYSTEM DEMAND@ BASE OF RISER: SEE PLAN CERT. NO. 90020 ICTT LN-1,1< DRAWN ELS CHECKED MARKI DATE DESCRIPTION 3.15.2016 SCHEMATIC DESIGN 3.29.2016 site revision EB5.23.2016 S 4.0 7.2016 bid revisions DD/Pdcing Set 6.17,2016 cd coord. Set DESIGN SERVICES LLC. -- 7 1 2016 Bid Set 512 QUUEBEC Or FRUITA, CO 81521 970.812-6648 1024. 16 TANK REVISION 2.16 17 CD SET REV. TANK LOG. 5.617 DATE PRINTED: 05/12/17 I "RESTORE 2.0 TANK PLAN 6" REINF. CONCRETE CHAIN LINK FENCE - TANK VENT BEYOND - ----- ACCESS MANHOLE — - 25,000 GALLON ; 25,000 GALLON STORAGE TANK STORAGE TANK -- - 8 __---- __ ---------- --- ........... --- 8" CPVC CISTERN SUPPLY SECTION "A— A' 1000 GPM THROUGH 30'-0 SCALE: 1/4" = V-0" H 1II N'-'1I H { I LOSS PER FT. = .005 PSI o-aw a-m TOTAL LOSS = .15 PSI FOR REFERENCE ONLY SEE SHEET C2 FOR EXACT DISCHARGE AT 4 PSI =4090 GPM PLACEMENT OF TANKS AND SITE FEATURES. DISCHARGE AT .5 PSI =1446 GPM SYSTEM DESIGN CRITERIA Sprinkler Legend THIS DRAWING AND THIS DESIGN ARE THE PROPERTY OF EBS DESIGN SERVICES LLC. 1685. PARK SQUARE SUITE 201 FRUITA. GO 81521 AND THIS SYSTEM CONFORMS TO:N.F.PA. 13 AND THE CARBONDALE FIRE DEPARTMENT. _Symbol Manufacturer SIN Model Quantit K-Facto Type SIZB eS 0nS FinishT m eratu eNote HAZARD CLASSIFICATIONS-1 MISC. STORAGE Tyco TY313 2 5.6 Upright 1 Quick Brass 155'F ANDARE NOT TO BE COPIED OR TO BE USED, DIRECTLY OR INDIRECTLY, BY ANYBODY WHOMSOEVER, WITHOUT THE WRITTEN CONSENT OF ERS DESIGN SERVICES LLC NON-COMBUSTIBLE CONSTRUCTION Total = 2 .0G250 sq. ft. QUICK RESPONSE SPRINKLERS HOSE ALLOWANCE: HOSEALLOWANCE:OGPM AREA PER SPKLR: 100 SQ. FT. MAX. ' WATER SUPPLY: TWO. 25,000 GALLON UNDERGROUND STORAGE TANKS WETSYS. X DRPSYS. OTHER TEST BY: WA - SYSTEM DEMAND @ BASE OF RISER: SEE PLAN DATE 05/12/17 SCALE NOTED JOBNO. CERT. NO. DRAWN CHECKED cETLULry ELS {15 �) <Y? Please Recycle! MARK I DATE DESCRIPTION - 3.15.2016 SCHEMATIC DESIGN EBS DESIGN SERVICES LLC. 138 SOUTH PARK SQUARE SUITE 201 FRUITA CO 81521 870-812-6648 site revision 4.07.2016 bid revisions 5.23.2016 DD/Pricing Set 6.17.2016 cd coord. Set 7.1.2016 Bid Set 10.24.16 TANK REVISION 2.16.17 CD SET 5.6.17 REV. TANK LOC. DATE PRINTED: 05/12/17 Restore 2,0 habitat for humanity - roaring fork reen line A R C H I T E C T S -- _ 65 North 4th Street. Suites Carbondale, CO 81623 T. 970.963.6689 www.greenlinearchftects.com TANK SECTION W N U CV FP-4