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HomeMy WebLinkAboutB07-0069 PlansWATER & SE EASEMENT F BOOK 201, PA{ low GR�I��T� �/���� �� ���� ~�^���^��' 10 0 5 10 20 ( IN FEET ) l inch ' = 10 ft. 'FOUND PLAIN #6 REBAR ELECTRICAL METER FIRE HYDRANT--------- WATER VALVE SANITARY SEWER MANHOLE OOS RIMBEV. =Q178,2' INVERT ELEV. =' 8172,0' (BASIS OF ELEVATIONS) Aml PEAK LAND CONSU INC'. PE, wilillill 97 0-4/6-8644 FAX 976- 1000 LION'S RIDGE LOOP VAIL, CO 8t657 LOT �� ���� � �� � 1' PROJECT BENCHMARK* '~.._-_ (SEE DRAWING), �""nnv�c �oca/�D SOUTHWEST CORNER OF LOT 1 ` vxnxmG), mM ELEVATION = 8178.2`. INVERT ELEVATION = 8172.0'. 2. BUILDING TIES ARE INDICATED IN PARENTHESIS, 3. PEAK LAND SURVEYING, INC. O/Q NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECDRD ~EC°"u uD UTILIZED �u��m/� UTILIZED � ZED IN THIS IMPROVEMENT LOCATION CERTIFICATE WERE ' ,"w,mcu ur LAND AU TITLE GUARANTEE COMPANY, ORDER No Y5O017712 DATED "".`°""r 3 2007, | 5:00 P.W. ' ^ 4, LOT 1 IS SUBJECT TO ANY EFFECTS OF THE POND TO THE UTILITY EASEMENT ALONG THE NORTH PROPERTY LINE, 5. LOT 1 IS SUBJECT T8 THE BUILDING RESTRICTIONS IN RESTRICTIVE COVENANTS ncCoxuEu IN BOOK 482 AT PAGE 473. 8. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION U B"acu 'u~um ANY DEFECT /N THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST uxSCovcx SUCH DEFECT. IN NO EVENT, MAY ANY AC�0N BASED UPON ANY ucrEc/ IN THIS SURVEY BE COMMENC '' MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. IMPROVEMENT LOCATION CERTIFICATE / HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR-_ MICHAEL HERMAN THAT IT IS NOT A LAND SURVEY PLAT OR NOT /« U� RELIED UPON FOR THE EST&BU�H|nmIMPROVEMENT ""`,=' ru°' AND /H«T|T/8 - IMPROVEMENT LINES. xu»T OF FENCE, BUILDING OR OTHER FUTURE / FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, 10/18/07. EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN - ATTHERE ARE NO ENCROACHMENTS ",m, THE DESCRIBED PREMISES 8 Y/WPROYEMENTS - �N ANY ADJOINING PREMISES, E^uEr/ AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY =°ocmEm' cxuuu|wg OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. RENT BIGGS --- OU0RAD0 P.L.S. N{\ 27598 SAN SEWER MANHOLE 068 RIM ELEV. =070.5' - Delta 0: ��� �� ����"��w � ~= " -r ~ry ^�^� ���� � �� �� � "~ v����,«��� � �� �����* � . _ ��°���� � �� -��� K�-� �� ���°�v / �www U� IMPROVEMENT LOCATION CERTIFICATE LOT 1, BLOCK 3, VAIL VILLAGE - THIRD FILING TOWN OF VAIL EAGLE COUNTY, COLORADO D RAWN:KD REVIEWED: BB DATE: 11/05/07 PLC JM#: 684 SHEET I of I MATERIAL SYMBOLS: DRAWING INDEX: 11=1 I ICI I i £ART14 T PLYWOOD A1.00 COVER SHEET LANDSCAPE: 0 0 PERVIOUS FILL �jr _- FINISH WOOD 343 BEAVER DAM ROAD L1 SITE PLAN STONE MASONRY WOOD -ROUGH VAIL, COLORADO L2 LANDSCAPE PLAN A d STRUCTURAL CONCRETE BLOCKING ARCHITECTURAL CONCRETE MASONRY UNIT GATT INSULATION V1 711 STEEL/METAL AS NOTED A4.ot BUILDING SECTION REFERENCE DETAIL REFERENCE F.F. I LEV. �.. Y lU0 _0 HEIGHT REFERENCE Ai REVISION REFERENCE GRID BUBBLE 4 A&M 2 INTERIOR ELEVATION REFERENCE 1 0 GYPSUM HOARD RIGID INSULATION n�iu��nEinuiuni ni iEin�nti CARPET A3.d 7 ELEVATION REFERENCE DETAIL REFERENCE A4.d1 SECTION REFERENCE Roots NAME ROOM NAME WALL TYPE REFERENCE WINDOW TAG WD. - ��= TILE FINAL CONSTRUCTION DOCUMENTS A PRIL 13, 2007 .r --- ..:... � '� � t � � ��� � � � k .; � �r P �< SITE 9 FS t r t x r A y x "MY E, yt ;; .: x z� ka`` .a�. , '.? er #a`�*i41 , '•.: `°..,.'° ..arm✓ " :.+ .' kn 3...>' % VICINITY MAP A2.00 SITE PLAN A2.01 FLOOR PLANS A2.02 FLOOR PLANS A2.20 REFLECTED CEILING PLANS A3 01 ELEVATIONS A3.02 EXTERIOR ELEVATIONS A4.01 BUILDING SECTIONS A6.01 WINDOW & DOOR SCHEDULES A7.01 DETAILS STRUCTURAL. 52.00 FOUNDATION PLAN FRAMING PLAN 52.01 FIRST FLOOR FRAMI 52.02 SECOND FLOOR FRAMING PLAN S2A3 ROOF FRAMING PLAN S3.00 GENERAL NOTES � W �` �. W � E a � o LO o J9- 2 a . LL oco ° `� `° a T- 4) @ E XTERIOR cvu) >rn0) E a v o u� o. E 0 > Q DOOR TAG MATERIAL BREAK ' 1 SCALE: i = - 1000 l0 ABBREVIATIONS: GENERAL NOTES: PROJECT SUMMARY: w ABV ABOVE AFF ABOVE FINISHED FLOOR AP ACCESS PANEL AC ACOUSTICAL FUR GA GV GC FURRED (ING) GAGE, GAUGE GALVANIZED GENERAL CONTRACT (OR) PSI PL QT REF POUNDS PER SQUARE INCH PROPERTY LINE QUARRY TILE REFERENCE 01 DO NOT SCALE DRAWINGS 08 PLAN DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE, UNLESS OTHERWISE NOTED. SECTION AND ELEVATION DIMENSIONS 02 VERIFY ALL DIMENSIONS, CONDITIONS AND UTILITY LOCATIONS ON ARE TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL THE JOB SITE PRIOR TO BEGINNING ANY WORK OR ORDERING PLATES OR BEAMS UNLESS OTHERWISE NOTED. THE PROJECT CONSISTS OF ADDITION OF 841 SQ.FT. GRFA TO THE EXISTING RESIDENTIAL STRUCTURE. CONSTRUCTION WILL ADD SQUARE FOOTAGE TO THE FIRST AND SECOND FLOORS. E Q W ADD ADDENDUM ADJ ADJACENT" ALT ALTERNATE ALUM ALUMINUM ARCH ARCHITECT (URAL) BASMT BASEMENT BRG BEARING BVL BEVELED IT HITUM►NUOUS BIT BLOCK BLKG BLOCKING BOT BOTTOM BLDG BUILDING CPT CARPET (£D) CSMT CASEMENT C CAULK (ING) CLG CEILING CT CERAMIC TILE CLR CLEAR COL COLUMN CONC CONCRETE CMU CONCRETE MASONRY UNIT CM CONSTRUCTION CONT CONTINUOUS CJT CONTROL JOINT CPR COPPER CUST CUSTOM DT DRAPERY TROUGH DTL DETAIL DIM DIMENSION DR DOOR DWG DRAWING DF DRINKING FOUNTAIN R G F ELEC ELECTRIC (AL) EL ELEVATION (S) ELEV ELEVATOR EQ EQUAL EXH EXHAUST EXG EXISTING EXT EXTERIOR FOG FAGS OF CONCRETE FOF FACE OF FINISH FOM FACE OF MASONRY FOS FACE OF STUDS FIN FINISH (£D) FF FINISHED FLOOR ELEVATION FE FIRE EXTINGUISHER FDC FIRE DEPARTMENT CONNECTION FHG FIRE HOSE CONNECTION FEC FIRE EXTINGUISHER CABINET FPL FIREPLACE FP FIREPROOFING, SPRAYED FP FLG FLASHING FLR FLOOR (ING) FD FLOOR DRAIN GL GYP BD HB HDW HDR HTG HVAG HT HC HM HOR HW14 INCL ID IBC IHO INS TNT JC KIT LAM LAV LH L LDT LT LTL LVR MH MFR M a MTL MAX MECH MC MMB MET M MM MIN MIR MI5C MULL NAT NR! NOM NIC NITS OPG Opp 0 OH PR PK PVMT GLASS, GLAZING GYPSUM BOARD HOSE BIB HARDWARE HEADER HEATING H£ATINGNENTILATING /AC HEIGHT HOLLOW GORE HOLLOW METAL HORIZONTAL HOT WATER HEATER INCLUDE (D), (ING) INSIDE DIAMETER INSTALLED BY CONTRACTOR INSTALLED BY OWNER INSULATE (D), (ION) INTERIOR JANITORS CLOSET KITCHEN LAMINATE (D) LAVATORY LEFT HAND LENGTH LIGHT AND DRAPERY TROUGH LIGHT TROUGH LINTEL LOUVER MANHOLE MANUFACTURE (ER) MASONRY OPENING MATERIAL MAX ►MUM MECHANIC (AL) MEDICINE CABINET MEMBRANE METAL METER (S) MILLIMETER (5) MINIMUM MIRROR MISCELLANEOUS MULLION NATURAL NOISE REDUCTION NOMINAL NOT IN CONTRACT NOT TO SCALE OPENING OPPOSITE OPPOSITE NAND OVERHEAD PAIR PARKING PAVEMENT REFR REINF READ RE5 REV REVS RH R R+tS RD RDT RFG RM RO R/S S SHTG SM SIM SC SPEC 5Q STD ST STL SD STIR TEL TV THR T*G T5 TSL TW TB TR T TYP UNO VB VIF VERT VCT WC WP WWF W WOW NO WD REFRIGERATOR REINFORCE (D), (ING) REQUIRED RESILIENT REVISION (D), (ING) REVERSE RIGHT HAND RISER ROD AND SHELF ROOF DRAIN RECESSED DRAPERY TRACK ROOFING ROOM ROUGH OPENING ROUGH SAWN SEALANT (EXTERIOR) SHEATHING SWEET METAL S SIMILAR SOLID CORE SPECIFICATON {S) SQUARE STANDARD STAIN STEEL STORM DRAIN STRUCTURAL TELEPHONE TELEVISION THRESHOLD TONGUE AND GROOVE TOP OF SLAB TOP OF STEEL TOP L WALL TOWEL BAR TRANSOM TREAD TYPICAL UNLESS NOTED OTHERWISE VAPOR HARRIER VERIFY IN FIELD VERTICAL VINYL COMPOSITION HATER CLOSET WATER PROOFING WELDED WIRE FABRIC WIDTH, w I DE WINDOW WITHOUT WOOD ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. Og PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL 03 AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY MOUNTED FIXTURES, TOILETS, TOILET ACCESSORIES, GRAB BARS, RESOLVED WITH WRITTEN APPROVAL FROM THE ARCHITECT BEFORE CABINETRY, COUNTERTOPS, SHELVES AND CLOSET RODS. CONSTRUCTION CONTINUES IN THOSE AREAS. 04 IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE iS 10 (�`� DENOTES DOORS. REFER TO FLOOR PLANS FOR LOCATIONS. �J REFER TO DOOR SCHEDULE FOR DOOR TYPES. NEEDED BY THE CONTRACTOR FOR CONSTRUCTION of ANY ASPECTS OF T NH H ARCHITECT. PROJECT, THE CONTRACTOR SHALL 11 O DENOTES WINDOWS. REFER TO FLOOR PLANS FOR LOCATIONS. IMMEDIATELY NOTIFY THE AR. REFER TO WINDOW SCHEDULE FOR WINDOW TYPES. OS THE CONTRACTOR ALL BE RESPONSIBLE FOR SATISFYING ALL SH APPLICABLE CODES AND OBTAINING ALL PERMITS AND REQUIRED 12 COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT APPROVALS. THIS PROJECT IS GOVERNED BY THE 2003 WITHIN CEILING, FLOOR AND WALLS SPACES. VERIFY LOCATIONS INTERNATIONAL RESIDENTIAL CODE (IRC). CODE COMPLIANCE IS WITH ARCHITECT. MANDATORY. THE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TO ALL RELEVANT 13 THE CONTRACTOR SHALL FIELD COORDINATE AND OBTAIN CODES INCLUDING IRC AND ALL LOCAL AND REGIONAL CODES. APPROVAL FROM THE ARCHITECT ENGINEER BEFORE ANY CUTTING, NOTCHING OR DRILLING OF ANY CAST - IN - PLACE 06 IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE CONCRETE STEEL FRAMING OR ANY OTHER STRUCTURAL CONTRACTOR AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, , , ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF MATERIALS, TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC. TO THE BUILDING. OBTAIN A COMPLETE J05 WITHIN THE RECOGNIZED STANDARDS OF THE INDUSTRY, 14 THE CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AND 07 ALL BUILDINGS TO FIT WITHIN PROPERTY LINES WITHOUT CROSSING STAKE OUT THE BUILDING FOOTPRINT FOR OWNER AND ARCHITECT EASEMENTS. NOTIFY ARCHITECT OF ANY DISCREPANCIES. APPROVAL PRIOR To BEGINNING ANY SITE WORK. GRFA SUMMARY: EXISTING GRFA = 5,400.5 SQ.FT. ALLOWED GRFA = 7,57q SQ.FT. PROPOSED ADDITIONAL GRFA = 841 SQ.FT. TOTAL PROPOSED GRFA = 6,241.5 SQ.FT. LOT .AREA: 23 SQ.FT. CODE: INTERNATIONAL RESIDENTIAL CODE 2003 OCCUPANCY CLASSIFICATION; TWO - FAMILY PRIMARY /SECONDARY RESIDENTIAL (PS) DATUM ELEVATION: ARCHITECTURAL = ACTUAL USGS ^` j r APPROVED Community Develo ment Department t W Fulling Bafty ark Inspection Services PY Se ction international Building Codetlnternatlonal Residential Coe a °ldlty of permit. The issuance or granting of a permit c,�U31 not be c '" d to be a permit for, or an approval of any violation of any of tho provisions o f this coda or of any other ordinance of the jurisdic on, Porrnits presuming to give authority to violate or cancel the provis c'13 cf th is code or outer ordinances of the Jurisdiction shall not be valid. Tho izousnco of a permit based on construction documents and other data el all not prevent the building official from requiring the correcti ct c-t or3 in the construction documents and other data. The building c, u.wl s'� .moo authorrxzed to prevent occupancy or use of a `, c '� the Jur�sdic # in vic' ion of this code or of any other ordinances of .icy �° >.'� -�tt`7 PLANS E EXAMINER: : = W m d' C' ISSUED FOR: DATE: ......,_..._.._ OWNER REVIEW 92.22,06 100% DD SET 02.09.07 50 %DRBSUBMITTAL 02.12.07 DRB SUBMITTAL 02.26.07 BUILDING PERMIT SET 03.12.07 FINAL CD SET 04.93.07 PERMIT COMMENT REV. 04.25.07 Cal PROJECT DIRECTORY: ,` ARCHITECT LANDSCAPE ARCHITECT STRUCTURAL ENGINEER CONTRACTOR it MORTER ARCHITECTS SAMURA * ASSOCIATES, LTD MONROE t NEWELL ENGINEERS, INC. BOLES CUSTOM BUILDERS, INC. ` 2271 N FRONTAGE RD W, SUITE C P.O. BOX 2805 70 BENCHMARK RD. SUITE 204 0210 EDWARDS VILLAGE BLVD. SUITE 6 -101 VAIL, COLORADO B1657 AVON, CO 81620 P.Q. BOX 15017 P.O. SOX 426 0170.476.5105 0170.331.45 AVON, CO 81620 EDARDS, CO 81632 W 0 170,476.0710 FAX CONTACT: TERRILL SAMURA 0170- C14g•776B g70.g26.5202 CONTACT: JIM MORTER, FAIR C170. FAX C170.0126.2078 FAX MATT LEE CONTACT: HANNES SPAEH CONTACT: BRAD FOSTER CHRIS PHY DON KEL LEOY REVISION 00,oa.aa SHEETSCALE': N/A DRAWN B CHECKED BY. JM PROJECT #.0812 COPYRIGHT 2007 � naoRTeRnRCHTecrsP.c. COVER SHEET A1,00 FTG FOOTING PL PLASTIC LAMINATE FND FOUNDATION PT POINT FBO FURNISHED BY OTHERS PSF POUNDS PER SQUARE FOOT FPHB FREEZE PROOF HOSE 515 i. LOT , 1 (36 , _4 ) TEL EPHOAE PED ESTAL WATER & EASEMENT P E R O i SEWER m w LOT 6 � S8 4 0 10'38" --- \� \` 220.15' U PS' 'EAWEMIEW �\ 0.537 ACRES {CAC} ADDRESS• 343 BEAVER DAM ROAD O EDGE OF POND El F T I t-J n� 0 0 1.0' 2. r ♦ ti ! .. ♦t O ; *• r �r 0 O 1.7' O V) 1.0' BUILDING t + I SETBACK IN,, 0 1 = 1 -- (4) 0.6' 8172 B FOUND PL AIN #5 REBA ELECTRICAL METER TELEPHONE N 9 0 ° 0 0' 0 0 " E- 5 f -_ L/ PEDESTAL -- _. _. -- --- _ ,- °1 ) 0.5 ` �. � 'i , / 8176 FIRE HYDRANT `. -- "--• --. - 8x 0 WATER VALVE ~ `` �. j� � \` � ~ x O ° •... \ -- — __ CONCRETE APRON TO / ( ) \1. E NSSFORMER METAL AUTO DECK. -- - "L BOX — - — / ` 05 "1 .may` / / ~• _" �•" .°.'• �... Delta = 30 °00'00" ` -_ - ---_ BEAVER DAM ROAD (50 R.O.W. _ a I---------- _.— ______� R= 211.60 � T= 56,70' ` �� EDGE OF ASPHALT L= 110. EDGE OF A SPH 1 l 1 GENERAL NOTES; 1. PROTECT EXISTING TREES TO REMAIN WITH STRAW BALES SECURED AT DRIP LINE PER TREE, APPLY 4 -6" OF MULCH MATERIAL FROM BALES TO TRUNK. WHERE NECESSARY 2. DEEP ROOT WATER UNDER SEVERE CONDITIONS. u 0 0 E 1 D ° 1.2' 0 0 0.8' 1.2' 9065.00' � \ \. 0 CD } �1 t t t i 1 . f j t t i r t � r 0 W LL- O v`' © 00 8 168 / 0 --� i J f ! t 0 t f f 2.4' 0 0.8' f O 1.5' / t .� 0.7' t 0 O .., f 1.2' t 0 1.2 t 8+72 �-- i 0 ! SEW ER SANITARY MANHOLE 1.: Delta = 14 °41'06" R= 155.95' T= 20.03' L= 39.97' 1 1, 1 ILLE G I B LE :J • ` IWiiW •' , , , Bil c:- om r r � EXISTING EVERGREENS i t r EXISTING TREE ' TO BE REMOVED (SIZE OF TRUNK LISTED) i DRIP LINE AS SHOWN. CUT STONE PATH WAYS EXISTING DECIDUOUS ( TRUNK D) FLAGSTON RP L.INEAS SHOWN. PATH WAY SYSTEMS WAYS /SYSTEMS -- - "L BOX — - — / ` 05 "1 .may` / / ~• _" �•" .°.'• �... Delta = 30 °00'00" ` -_ - ---_ BEAVER DAM ROAD (50 R.O.W. _ a I---------- _.— ______� R= 211.60 � T= 56,70' ` �� EDGE OF ASPHALT L= 110. EDGE OF A SPH 1 l 1 GENERAL NOTES; 1. PROTECT EXISTING TREES TO REMAIN WITH STRAW BALES SECURED AT DRIP LINE PER TREE, APPLY 4 -6" OF MULCH MATERIAL FROM BALES TO TRUNK. WHERE NECESSARY 2. DEEP ROOT WATER UNDER SEVERE CONDITIONS. u 0 0 E 1 D ° 1.2' 0 0 0.8' 1.2' 9065.00' � \ \. 0 CD } �1 t t t i 1 . f j t t i r t � r 0 W LL- O v`' © 00 8 168 / 0 --� i J f ! t 0 t f f 2.4' 0 0.8' f O 1.5' / t .� 0.7' t 0 O .., f 1.2' t 0 1.2 t 8+72 �-- i 0 ! SEW ER SANITARY MANHOLE 1.: Delta = 14 °41'06" R= 155.95' T= 20.03' L= 39.97' 1 1, 1 ILLE G I B LE :J • ` IWiiW •' , , , Bil c:- om TELEPHONE PEDESTAL WATER & SEWER EASEMENT PER BOOK 201, PAGE 31 LOT 5 LOT 6 S84 °10 X3 E 220.15 W unuTY EASEMENT LOT 1 0.537 ACRES (CALC) AnnRFqq: 343 BEAVER DAM ROAD •ot� W Wei � 2 0 0 0 0 0 1176, Cn 9965.00' 0 AR EA OF NEW PLANTINGS 0 EDGE OF POND DUE TO NEW CONSTRUCTION ca f, ra C3 RB n '. y f .:.� r I.. �•: BUILDING DA RB DA ❑ �___._! D SETBACK 0.5 ( 15'CS Al X\ RB, DB � WE// �• os ' 4 f as o �- . ' . .- ' - -.-- r 1 �f Or ° y }. °•P;'65 , °�1. ` `> � �: • ''`. •' .'.• ' ..--' • ! : °" "° r f 16'CS. DA 2. • 0 0 D B DC • 1 CS. - 0 0 Ile 1.7' .1e \ b (o CD CD 0 0 1.5' 1.0? LL_ 2. BUILDING IN, SETBACK IS, LL_ ly >/ 0 LJLJ 0 , 0 1.0 0 0 Oq 0.6' 1 i 00 8 168 -J 8172 0 ' -2.4' 0.8 0 '<C B174 V 0 0 FOUND PLAIN #5 REBAR ELECTRICAL METER 7. TELEPHONE N90*00'00"E 56.7 k PEDESTAL X 0.5 ' 0.8 8176 wV FIRE HYDRANT 0 0 WATER VALVE --f\ 0. CTRICAL CONCRETE APRON TO 0 1.2' 0 0 0.8 NSFORMER METAL AUTO DECK. 1.2' M ML BOXES -11") - ---) ------------------- 1.2' --------------------------- 177" - - - - - - - - - - - - - - - - - - - - BEAVER DAM ROAD (50' R.O.W.) EDGE OF ASPHALT \ PLANT LIST - LEGEND 16'.CS (3) Picea pungens Colorado Green Spruce (2) 0' Full Spread (1) 0" Full Spread RB (8) Betulo occidentalis Western River Birch B&B, 8-10' Ht Multi-trunked, full crown 0.7' 0 0 0 1. 2' 0 Delta 30*00'00" 0 ---------- R= 211.60' ---------- T= 56.70' L= 110.80' EDGE OF ASPHALT -! GENERAL NOTES: 46. DB (22) Corpus seticea - vaFiegafed� Dogwood (Bailey, Cardinal, Kelsey, Alba B&B, 5-6' ht (Kelsey: 3 gal pot) Multi-stem, full spread 'DB, DC, DK, DA' (DB = Dogwood Bailey) (85 ) F32 Inca Minor 8 triangular spacing 2.5" plugs fully rooted total area of coverage: 1200 sq ft 1. Irrigation is existing. Heads located under the area of new construction will be shut off or adjusted to spray along the perimeter of ground covers as planted below the drip line of new construction. 2. The water table of this site fluctuates given winter runoff and the irrigation is adjusted as needed based on this flow. Existing ground cover within this area and surrounding areas is Vinca Minor. All areas disturbed by construction will be re-planted with Vinco Minor. SANITARY SEWER MANHOLE 068 RIM ELEV. = 8176.5'_ Delta = 14"41'06" R= 155.95' T= 2 0.03' L= 39.97' 1.5 rl rj r. iC 0 1.2' ----8172 i FOUND PIN & CAP L.S. NO. ILLEGIBLE 8 176 50&E: I" = &-0" 0 2 4 6'-0" L WU • U! C " rA_ I REVI5I0N5 • L WU • U! C " rA_ I REVI5I0N5 IHOLE 066 = 8178.2' = 8172.0' -EVATIONS) e j TELEPHONE PEDESTAL WATER & SEWER EASEMENT PER BOOK 201, PAGE 31, 4 , 15.0 LIMITS OF DISTURBANCE 0 0 0 0 b W, SA FOUND PLAIN #5 REBAR ELECTRICAL METER FIRE HYDRANT wv WATER VALVE —N 8178.0' I • V) 0 M Ld n w Ld 8177.8' BUT I 0.537 ACRES (CALC) ADDRESS 3 B VER DAM ROAD WATCHED AREA INDICATES ADDITION 0 FIRST FLOOR , T.O. WALL EL 818ql- 0 8 166 STONE VENEERED FOUNDATION WALLS 0 CRAWL SPACE T.O. FA (GROUND) LEVEL THE ADDITION WILL NOT ALTER ANY EXISTING GR T.O. P z V411, SECOND FLOOR ADDITION FOLLOWS THE LINE OF WALL OF THE EXISTING FIRST FLOOR GARAGE T.O. PAR PARKING aPACE F.F. ELEN % 8175.2' % BUILDING SETBACK d L - I - - - - - - - - - - - - - - - ,71 — — — v v asN^ �i_ P f N v% v N, 7,\ (21.3') f \Z1% IV DUMPSTER 'STE LOCATION SU 0 D TELEPHONE y PEDESTAL � -� {�- x 2.0 C.M.P. 8175.9' (20.3') . . . . . . . . . . EDGE OF CONCRETE k11, DRIVEWAY J J y CONDUIT STU f` TYPICAL) COLUMN BEAVER DAM ROAD (50 R.O.W.) Delta = 30*00'00" R= 211.60' T= 56.70' 2 8178.3' EDGE OF ASPHALT -\, L= I I U. OU ------ ----------------------------------------- 8177.1' - - -------------------------------------------- 8176.6' 11 i S84 I p I 220.1f 0 38t E�-� I "*J't "j 0"' 220.15 UTILITY EASEMENT 101.6 15.0' F POND ------------ wAnn WALK BUILDING LIGHT FIXTURE SETBACK (TYPICAL) FLOWLINE 8163.9' it OF CREEK % % W, 00D WAS > C6 15.0' TWO OOD FRAME ry SINGLE ILY RESIDENCE STILTS F.F. ELEV 8175.5 v lb- I > SN ALLS THROUGH G T E F, __ o � �o (KWILE 1 0 D W 'POLOW ) AND I RE ON THE GROUND BELOW.— P <; Q� v V� - 7 , Z w j\ - N A ;k X \7\ 2 N 4 i3 /V 1v �A ��STEEL GRATE y A N i\ �A SUSPENDED DRIVEWAY / 'N � '� W 1 \1\1VY IP� ,b' A P IR ,AA K, tA 'T p, /1 71 ea 0., 9 c+ 8176 EDGE OF ASPHALT --/ 8176.2' S AN I TARY NII, SEWER MANHOLE 068 14*41'06" RIM ELEV. = 8176.5' R= 155.95' T= 20.03' 8176.4! L= 39.97' 8176.8' 8176.7' OW4 11 i 8177.1' Qn E 0 m 0 fl� Uj 0 cw,) LL o kq 0 It Nt Mtn> E U 0 w O 0 00 En (A IL < • • 0 ISSUED FOR: D DATE: OWNER REVIEW 1 12.22.06 100% DD SET 0 02.01.07 50% DRB SUBMITTAL 0 02.12.07 DRB SUBMITTAL 0 0226.07 BUILDING PERMIT SET 0 C-) FINAL CD SET 0 0413.07 PERMIT COMMENT REV 0 04.26.07 0 < ` � 816 0 R IPE , ` 8198.6' PARKING SPACE IN 00 0 ----------- Z BA .2 -Z 0,7' 3 10.0 .89 2' 8172 .01 20.0' 8176 EDGE OF ASPHALT --/ 8176.2' S AN I TARY NII, SEWER MANHOLE 068 14*41'06" RIM ELEV. = 8176.5' R= 155.95' T= 20.03' 8176.4! L= 39.97' 8176.8' 8176.7' OW4 11 i 8177.1' Qn E 0 m 0 fl� Uj 0 cw,) LL o kq 0 It Nt Mtn> E U 0 w O 0 00 En (A IL < • • 0 ISSUED FOR: D DATE: OWNER REVIEW 1 12.22.06 100% DD SET 0 02.01.07 50% DRB SUBMITTAL 0 02.12.07 DRB SUBMITTAL 0 0226.07 BUILDING PERMIT SET 0 031207 FINAL CD SET 0 0413.07 PERMIT COMMENT REV 0 04.26.07 REVISION 00.00.00 SHEETSCALE• DRAWN BY ML CHECKEDBY. im PROJECT* 0612 @ COPYRIGHT 2CC7 MORTER ARCP.TECTS P.G. wz No �iI�] 1 V.I.F. 1 12 -0 t� t r �r > A4.01 1 A3.02 r� �r t�} �r r � � �r t�r 81 1 A3.01 ' NEW FOUNDA7 1 STONE VENE R EXIST. RE: 1 t� i I N WALLS W/ NEW CONSTRUCTION ABOVE TO MATCH 1 EXIST. CONSTRUCTION ABOVE J AL L EXIST. I CONS�ON LATCHED AE� Z OPEN CRA NLSFACE 2 A3.a2 f f f f 4 i 2 ' A4.01 NEW FOUNDATION WALL W/ STONE VENEER TO MATCH E RE STRUCTURAL L t 1 ) I II-L i t � �r t �r r �r i' T� 0 r� r GENERAL NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. NOTIFY ARCHITECT OF DISCREPANCIES IMMEDIATELY. 2. NEW CONSTRUCTION, FINISH, CABINETRY t FIXTURES MOULD MATCH MST. UNLESS NOTED OR DETAILED OTHERWISE. 3. BATHROOM 202 CABINETRY t FIXTURES TO MATCH EXIST. IN BATHROOM 204 W/ THE FOLLOWING EXCEPTIONS: A. STANDARD DEPTH TUB INSTEAD OF SOAKING TUB. B. SINGLE LEVER FAUCET". C. CUSTOMIZE VANITY CABINETRY TO INCORPORATE A CHILD STEP STOOL. COORDINATE W/ ARCHITECT. D. INSTALL SCALD -GUARD SYSTEMS 0 ALL FIXTURES. 4. ALL NEW FLOOR CONSTRUCTION TO INCORPORATE HYDRONIC INFLOOR RADIANT HEAT. INSTALL ELECTRIC RADIANT HEATING MATS UNDER NEW TILE IN BATHROOM 203. SUPPLEMENTAL HEATING /AIR CONDITIONING MAY BE INSTALLED AT THE RECOMMENDATION OF THE MECHANICAL CONTRACTOR PER THE HEAT LOSS CALCULATION. COORDINATE W/ ARCHITECT. l � V.I.F. 8' -5 t� � r 12' -02 t� t � r m-u . fie" ' 1 u v m v W U. o �R� ZG E cv =mot. -m E C'4tt7 >Imrn E ui Lo 0 CL o U CCU c 0 w a 0 cl z 9 o 0 F- 0 00 d J W > z c o U) w W w Z (y- > W d m M ISSUED FoR: DATE: OWNER REVIEW 12.2206 100% DO SET 02.01.07 50% DR13 SUBMITTAL 0212.07 DRB SUBMITTAL 02.26 07 BUILDING PERMIT SET 03.1207 FINAL. CD SET 04.13.07 PERMIT COMMENT REV. 04.2507 REVISION 00.00.00 SHEET SCALE.' 114"=1' -0" DRAWN BY ML CHECKED BY: JM PROJECT#: 0612 C COPYRICiFT 2CC€ MORTER ARO -TEOTS RC. FLOOR PLANS A2,01 2 A3.01 t J t r V.I.F. 8 1 -5 11 12 NMI NEW WD. SIDING TO MATCH EXIST ZINC SIDED AWN ROOF W/ RECEV CAN (TYPE A) CENTERED IN SC V.I.F. GENERAL NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. NOTIFY ARCHITECT OF DISCREPANCIES IMMEDIATELY. 2. NEW CONSTRUCTION, FINISH, CABINETRY 4 FIXTURES SHOULD MATCH EXIST. UNLESS NOTED OR DETAILED OTHERWISE. B. BATHROOM 202 CABINETRY 4 FIXTURES TO MATCH EXIST. IN BATHROOM 204 W/ THE FOLLOWING EXCEPTIONS: A. STANDARD DEPTH TUB INSTEAD OF SOAKING TUB. B. SINGLE LEVER FAUCET. C. CUSTOMIZE VANITY CABINETRY TO INCORPORATE A CHILD STEP STOOL. COORDINATE N/ ARCHITECT. D. INSTALL SCALD-GUARD SYSTEMS 0 ALL FIXTURES. 4. ALL NEW FLOOR CONSTRUCTION TO INCORPORATE 14YDRONIC INFLOOR RADIANT HEAT. INSTALL ELECTRIC RADIANT HEATING MATS UNDER NEW TILE IN BATHROOM 205. SUPPLEMENTAL HEATING/AIR CONDITIONING MAY BE INSTALLED AT THE RECOMMENDATION OF THE MECHANICAL CONTRACTOR PER THE HEAT LOSS CALCULATION. COORDINATE W/ ARCHITECT. LIGHTING 15 SHOWN ON THE SECOND FLOOR PLAN * THE EXTERIOR ELEVATIONS. RE: ATTACHED CUT SWEETS FOR FIXTURE TYPE, LUMENS OUTPUT 4 LUMINOUS AREA. ma 121 2 x un E 0 0 r� (o uj tL ul 6 w q 0 co a CD E u 0 uj 0 E_ 0 0 m r _ 0 EL 0 0 9 Zo 0 J F— 0 C, z uj 00 (n ty W2 W < Z < uj > uj < 7r III ca cy) lot cy) ISSUED FOR DATE: OWNERREVIEW 1222.06 100% DD SET 02.01.07 50% ORB SUBMITTAL 0212.07 DRO SUBMITTAL 02.2607 BUILDING PERMIT SET 03.12.07 FINAL CD SET 04,13.07 PERMIT COMMENT REV 04.25.07 ,&REWSION 00.00.00 SHEET SCALE. 114"4'-Ow DRAWN BY' ML CHECKEDBY: im PROJECT #. 0612 @ COPYRIGHT 2CC7 M0RTERARD-,TECTSP.0 FLOOR PLANS A2.02 � /2) 'f/ 15 ) LL: 8 121-0 5i lill i" �� i 12) �lf/ l 3 1 �lt / LL : ON u. V.I.F. GENERAL ELECTRICAL# LIGHTING NOTES= 1. MATCH EXISTING RECEPTACLES, FIXTURES 4 LIGHTING CONTROLS 2. PROVIDE ELECTRICAL OUTLETS PER CODE. 3. PROVIDE CABLE * ETHERNET @ T.V. LOCATIONS SHOWN ON FLOOR PLANS. 4. INSTALL WIRELESS INTERNET HUBS IN NEW ADDITION 50 THAT ALL SPACES HAVE A STRONG SIGNAL. 5. UNLESS DIMENSIONED OTHERWISE, LOCATE LIGHTING FIXTURES WAN THE CENTER OF A ROOM OR HALL. 6. ARCHITECT TO REVIEW SUBCONTRACTOR'S ELECTRICAL LIGHTING PLAN FOR CONFORMITY H/ DESIGN INTENT. FIXTURE LEGEND: FLORESCENT LIGHT FIXTURE EXHAUST FAN 0 RECESSED LIGHT FIXTURE on 12 -02 x E 0 m 0 r*� C:) uj 2 c) in C3 d (o (6 0 r- E CV m E U w M 0 EL 0 0 IL 0 Z o 0 — 1 00 uj < z 0 uj < Do C/) uj • < z a < ce uj > LLJ < 1:111 co cy) 111" cle) ISSUED FOR: DATE: OWNER REVIEW 1222.06 100% DD SET 0201.07 50% DRB SUBMITTAL 02.12.07 DRB SUBMITTAL 0226 07 BUILDING PERMIT SET 031207 FINAL CD SET 04.13.07 PERMIT COMMENT REV 04.26.07 1 Al. REvistoN 00.00.00 SHEET SCALE, 114"4 DRA BY ML CHECKED BY im PROJECT& 0612 @ COPYRIGHI XC7 MORTr=R ARCI-TECTS P.C. REFLECTED CEILING PLANS A& I K ELEVATION 11� �- 1111141 = if-al / 2 / 7 ' -11 E • • m Ld C a l g U. • LQ CR r- 0 E ca CD C) m in E u :0 • ui 0 • • 0 U) CL ------------- - - - - - - - - - - a 1 4 1 12 1 8 1 -5 0 I t� T.D. PARAPET I -IF BIC18 NEW SCUPPER T.O. PI YND T 8 lqv-2p NEW WD SIDING TO MATC14 EXIST. NEW ROPE LIG44TING (TYPE 8} RECESSED INTO TWE WALL CAP TO LIG14T T14E INTERIOR OF THE DECK. NEW SCUPPER T.0 * CONC. -V i T.D CONC. NEW FOUNDATION WALLS EXIST. GRADE DOES NOT CHANGE ISSUED FOR: DATE: OWNER REVIEW 12.2206 100% DD SET 122.01.07 50% ORB SUBMITTAL 02.12.071 DRB SUBMITTAL 02.26 07 BUILDING PERMIT SET 03.12.07 FINAL CD SET 04.13.07 PERMIT COMMENT REV Oi�07 REVISION 00.00.00 SHEETSCALE: NIA DRAWN BY ML CHECKED BY' im PROJECT k 0612 @ COPYRIGFT 2CC7 MORTER ARC14ECTS RQ EXTERIOR ELEVATIONS U i K i T.O. PARAFET 8I88 1 T.O. PLYND 6, 81%'-4" 'V NEW ZINC SIDING TO MATCH EXIST. NEW ZINC SIDED AWNING ROOF W/ RECESSED CAN (TYPE A) T.O. CONC. J 8185 IV BOTTOM OF NEW ZINC SIDING TO ALING W/ EXIST. # EASTERN GARAGE. T.O. CONC. 8175 6 EXIST. GRADE DOES NOT ':HANGE r� r� f � r r� S lit ON= IN E 0 m 0 r� 0� U cu > 4 se 00 uj w 0 PENN-ow o C) ,N 04 o3a) E u 0 W rn o rn D- 0 Z 0 01 F- 0 uj > L u 00 U) 0� Lu Z w > LLJ< Z III CIO (Y) 1qT cle) ISSUED FOR: DATE: OWNER REVIEW 122206 100% DO SET 02.01.07 50% DRS SUBMITTAL 122,12.07 DRB SUBMIT 02.26.07 BUILDING PERMIT SET 03,1207 FINAL CD SET 04.13.07 PERMIT COMMENT REV. 04,25.07 ,& REVISION 00.00? 00 SHEETSCALE: NA DRA WN BY ML CHECKED B' im PRa1ECT,f 0612 @ GOPYRIGHTZU MORTER ARD-TECTS P-C EXTERIOR ELEVATIONS A3.02 V) E 0 m 0 • C) LL C3 (o w 0 C"4 N E ui 0 IWO, 0 m 0 NEW Ra STRUC ROOF, SL( CUSTor FRAME HEAD CONTR NE 1 4, NEW FLOOR CONSTRUCTION. RE: STRUCTURAL EXISTING CONSTRUCTION IN WATCHED AREA. NEW FLOOR CONSTRUCTION. RE: STRUCTURAL. FINISH SOFFIT TO MATCH EXIST. T.O. PARAPET,,L BiCla I V NEW ROOF CONSTRUCTION. RE: STRUCTURAL. WATERPROOF ROOF, SLOPE TO DRAIN, MATCH EXIST. CONSTRUCTION. NEW 1/2" GYP. PER 2005 IRC AT GARAGE HALL NEW 5/8" TYPE X GYP. PER 2003 IRC AT GARAGE CEILING NEW FLOOR CONSTRUCTION. RE: STRUCTURAL. T.O. CONC. L CONTRACTOR TO VERIFY ALL ELEVATION WEIGHTS. T.O. CONC. ROPE LIGHTING (TYPE B) RECESSED INTO THE WALL CAP TO LIGHT THE INTERIOR OF TH£ D£CK. i NEW HALL. BEDROOM 201 RALL � 47.01 F 0- 0A7.01 NEW WATERPROOF ti DECK. SLOPE TO DECK DRAIN. INSTALL 7 IFE DECKING ON A7 .01 SLEEPERS. � I 5� -1 /� T.O. DECKING NEW FLOOR wl CONSTRUCTION. RE: STRUCTURAL SPIRAL STAIR MODEL 765 BY PLAYROOM STAIRWAYS INC. IFE TREADS TO MATCH ]EXIST. FINISH TO BE DETERMINED. NEW FLOOR CONSTRUCTION. RE: STRUCTURAL. -- -- - ------------------------ ---- -- ------------ --- -------- FINISH SOFFIT TO NEW FOUNDATION HALLS. MATCH EXIST. 'a RE: STRUCTURAL • ISSUED FOP, DATE: OAWERREVIEW 12=06 100% DD SET 02.01.07 50% DRB SUBMITTAL 02.12.07 DRB SUBMITTAL 0226,07 BUILDING PERMIT SET 031207 FINAL CD SET 04,13.07 PERMIT COMMENT REV 04.25.07 1 Zi\REVISION 00.00.00 SHEET SCALE NIA DRAWN BY ML CHECKEDBY- im PROJECT* 0612 @ COPYR16FT 2CC7 MORTER ARCkTECTS RQ u 'WWI