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HomeMy WebLinkAboutDRB100071 PlansZ a. C � tti L L LL D raw i n I ndex P roiect Directory Cover Project Location Map, Drawing Owners: Index, Project Directory, Site Epic Resources LLC Coverage, Gross Residential Floor Allan & Diana Heinle, Managers Area, Square Footage S ummary, 1490 West Canal Court Suite #3000 Legal Description, Code Data, Littleton, CO 80120 4P 4 GS I Site Plan 4 J, GRFA Gross Residential FloorArea Architect: X_ e P Calculations & Diagrams Tomas A. Hart, AIA 46 % r x z '0 D. I Demolition Plans The Architecture Studio LLC C) - T Contact. Torn Zavadil -48 A1.1 Main Floor Plan Tomz@thearch-studio.com ICY) A 1.2 Lower Level Plan RO. Box 460003 cl� V A 1.2 Roof Plan Glendale, Colorado 80246 c y ) Vail Villa e g _ A2.1 East & North Elevations 0: 303.394.14 10 F: 303.388.9195 . . ..... Vail Cascade Resort A2.2 West Elevation; Building Section ISSUED FOR: DATE: General Contractor-, Progress 4 December 2009 _7 __J e; Site: 128SWesthaven Circle E 1.1 Main Floor Lighting & Electrical Plan; SRE Builders, Inc. Progress 12 January 201 \p V 7 Plumbing & Electrical Schedules Progress 08 February 20 0:970- 845 -6359 C:970-390-5776 Construction Set A", E 1.2 Lower Level Lighting & Electrical Plan -- F: 970 748 6452 Desir Review Board k "J" % Plumbing & Electrical Schedules I March 201 -4- 7 7 1 1 Structural Engineer. J.R.Whipple LAN,] V547 RMG Engineers Group X - �� 0: 970-949-1970 C: 970-904-6219 � A N ' J 0 > NOTICE DUTY OF COOPERATION Release of these plans contemplates further cooperation among the owner, his contractor and the architect 3 Land Surveyor: Design and construction are compley- Although the Architect and h consultants have performed their services With due care and diligence, they cannot <1 'I Mark Luna RE. guarantee perfection, Communication Is imperfect, and every contingency cannot be anticipated, Any ambiguity 0 Y2Mile Mile or discrepancy discovered by the use of these plans shall S S Peak Land Consultants, Inc. be reported Immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a True North Plan North ' 1000 Lions Ridge Loop simple notice to the architect shall relieve the architect from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized and shall relieve the architect of Vail, Colorado 81657 F e e t.Title responsibility for all consequences arriving out of such changes. 0: 970-476-8644 F: 970-476-8616 @ COPYRIGHT 2010 THE ARCHITECTURE STUDIO ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT l . P roj ect Location Map I 1000'-0" IN BE COPIED OR REPRODUCED THE EXPRESS ANYFORM WITHOUT WRITTEN PERMISSION OF THE ARCHITECTURE STUDIO. Site Covers ge Gross Residential Floor Area "GRFA" Toots Square e Summar L e 2al Description Lot measures .4534 Acres or 19,750 Square Feet Lot measures .4534 Acres or 19,750 Square 12, Chapter 15, Section 2 of the Vail Town Code explains that the lot may contain total Gross Residential FloorArea ("GRFA") as follows: = Lot 47 Amended Plat Glen Lyon Subdivision 0 Existing Main Floor 1224 SF , , 10 The property is zoned SDD#4.Title 12, Chapter 6,Article D of the Vai Town Code states that the Site Covers e is g For the first 10,000 Square Feet of Site Area: 46% of the Site Area = 4600 sf Garage Conversion to Laundry/Mudroom 97 SF according to the map therof recorded in the a Subtotal = 1321 SF not to exceed 20% of the site's square footage. However, For 10,00 1 thru 15,000 Square Feet of Site Area: 38% of the Site Area = 1900 sf office of the Eagle County, Colorado Clerk and Ln b this property includes a provision for 5% additional, or a For the remaining 15,001 thru 19,750 Square Feet of Site Area: 131 of the Site Area 618 sf Recorder, containing .4534 acres, more or less total of 25%, Site Coverage. This yields a total GRFA of 7,118 Square Feet for the entire lot. The Primary Unit may contain 601, or 4271 sf, of the Total GRFA and the Secondary Unit may contain 40%, or 2847 sf, Remaining Portion Existing Garage 449 SF ,V b4 Cd 0 .2 V 0 25% of 19,750 yields 4938 square feet allowable site of the total GRFA Existin Basement (includin Mechanical 10 18 SF g g > 2 so - (1) S r.7 - coverage. Exclusions and Provisions to GRFA: 1. Garage Space. Enclosed garage square footage is excluded at the rate of 300 square feet per vehicle space. With two vehicle spaces, GRFA calculations may exclude up to 600 square feet ofthe Garage. Addition to Basement = 195 SF Code Data 4L fy) 0 cr_ 2. Basement Space: Total of exterior wall surfaces unexposed and below existing or finished whichever is more restrictive, shall be the of the horizontal of the lowest level deducted Subtotal = 1213 SF U The "Primary" unit covers 2479 square feet of the lot (1 814 percentage grade, percentage area from om the GRFA calculations. The percentage deduction calculations shall be rounded to nearest whole percent The lowest level's exterior waft surface area shall be measured from the finished floor elevation of that sf at house, 95 sf at front porch and 570 sf at Garage), and level to the underside of the structural floor members of the floorIceiling assembly above. For the purposes of these calculations, retaining walls and site walls shall not be considered part of lowest level's exterior walls. b4 r— tw 1 22 this, the "Secondary" unit, covers 1863 square feet (1 32 1 sf 3. Covered Deck Space. Covered decks with no more than three (3) exterior walls and a minimum opening of not less than twenty five percent (25%) of the linear perimeter of the area of said deck, provided the is to inches in height diameter inches less Subtotal Existing Living Space: 2242 SF > 10? t; % -, o at house, 93 sf at front porch and 449 sf at garage) for a opening contiguous and fully open from floor to ceiling, with an allowance for a railing of up forty four (44") and support posts with a ofeighteen (18") or which are spaced no closer than ten feet (10) apart. The space between the posts shall be measured from the outer surface of the post Subtotal New/Converted Living Space 292 SF Building Code: I RC 2009 to 8J '0 d to total site coverage of 4342 square feet.This is LESS THAN 4. Vaulted Space: There are vaulted ceilings in a good portion of the Main Floor. However, with a maximum ceiling height of 13!-6 " or less, these spaces need only be calculated as GRFA as a single level. Grand Total Living Space: 2534 SF 0 V . X A:! the 4938 square feet allowed by ordinance. The Primary unit contains the following GRFA (No Change Proposed): The Secondary unit contains the following existing or proposed GRFA: Zoning: SIDD #4 (A U Note: Underlying Zoning is "Two-Family Primary /Secondary Residential" with 4 Notes: Existing Main Floor = 1814 SF Existing Main Floor = 1224 SF Existing Front Porch Space 57 SF an additional 5% (Total 257o) Lot Coverage; this is the "Secondary" unit ( u at W , /. There is no change proposed to the Site Coverage as the additions fit within Existing Front Porch in excess of 4'-0" OH = 47 SF New Laundry/Mudroom Interior Conversion = 97 SF Deck is 682 SF but * EXCLUDED * = 0.00 SF Existing Front Porch in excess of 4'-0" OH = 37 SF Occupancy Group: R-3 S F _!s > Z �Iu Q or beneath existing space Garage is 570 SF but *EXCLUDED* = 0.00 SF Deck is 552 SF but *EXCLUDED* = 0.00 SF Deck Space at Main Floor: 0 >1 4; -1 0 2. The Main Floor deck and a portion of the Lower Level deck are uncovered Main Floor Subtotal = 1861 SF Garage is 449 SF but *EXCLUDED* 0.00 SF Main Floor Subtotal = 1358 Existing = 534 4-0 V, -G and not included in the calculation of Site Coverage. The code also specifies that a deck projecting from a higher elevation may extend over a lower balcony, SF Existing Basement = 1372 SF New = 18 (U 0 ;j i a U (U z SF (1) W 0 deck or walkway, and in such case the higher balcony or deck shall not be deemed a roof or covering for the lower balcony, deck or walkway. This Existing Basement 10 18 SF 43% Basement GRFA is EXCLUDED (See Elevation/Diagram Below) leaving 782 SF Basement Addition = 195 SF New Deck Space at Lower Level 615 SF P10 E 50 -Z Ln -<c describes the remainder of Lower Level Deck thus excluding it from the Deck(s) are 293 + 144 = 437 SF but *EXCLUDED* 0.00 SF Basement Subtotal = 1213 SF Basement Subtotal = 782 SF Total Deck Space 1167 SF co 0- C 4 .64 3: calculation of Site Coverage as well. 38% Basement GRFA is EXCLUDED (See Elevation/Diagram Below) leaving 752 SF Grand Total Primary Unit = 2643 SF Deck is 615 SF but *EXCLUDED* = 0.00 SF Basement Subtotal = 752 SF SF **Less than 4271 SF Allowed" TY5, 0 W IE D Grand Total Secondary Unit = 21 S Silt IV E IGN REV1911 ex4 STAFF APPROVAL MAR 1'/ 2010 "Less than 2847 SF Allowed" 3 - io t EP TOWN OF VAIL The Total GRFA for both units totals 473 I.Therefore, the overall Lot, as well as the Primary and Secondary Units fall Cover within the allowed Gross Residential Floor Area. P� CO e . • • Ali► ISSUED FOR: DATE: Progress 4 December 2009 Progress 12 January 2010 e t0 be Progress 08 February 2010 nain Construction Set - Desir Review Board 10 March 2010 NOTICE: DUTY OF COOPERATION Release of these plans contemplates further cooperation among the owner, his contractor and the architect Design and construction are complex, Although the Architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a simple notice to the architect shall relieve the architect from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized and shall relieve the architect of responsibility for all consequences arriving out of such changes. O COPYRIGHT 2010 THE ARCHITECTURE STUDIO ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED IN ANYFORM WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECTURE STUDIO. a 0 0 cc . 25 20 15 10 5 0 25 50 T T APPR(.,N, L M11 �i� F 1� I r True S ite ��tl w North Plan North GS I v LA Q w ® cc o C u >1 w (d 8 O E U 0 16.0 lIMI��M b4 C L. O Q� Q) ok � d » C V _ W/ RTC^ v h LA CO a- cn GS I ri U_ Gross Residential FloorArea - "GRFA" Lot measures .4534 Acres or 19,750 Square Feet.Title 12, Chapter 15, Section 2 of the Vail Town Code explains that the lot may contain total Gross Residential FloorArea ("GRFA") as follows: For the first 10,000 Square Feet of Site Area: 461 of the Site Area = 4600 sf t TAT --------------- -------------- For 10,001 thru 15,000 Square Feet of Site Area: 381 of the Site Area = 1900 sf For the remaining 15,001 thru 19,750 Square Feet of Site Area: 13% of the Site Area 618 sf This yields a total GRFA of 7,118 Square Feet for the entire lot. -A4- 4 4_ The Primary Unit may contain 601, or 4271 sf, of the Total GRFA and the Secondary Unit may contain 40%, or 2847 sf, k 4-1 r HE - p-E r 5 s if of the total GRFA Tom' vin e It L I 4- - t- Exclusions and Provisions to GRFA: I. Garage Space: Enclosed garage square footage is excluded at the rate of 300 square feet per vehicle space. With two vehicle spaces, GRFA calculations may exclude up to 600 square feet ofthe Garage. �1� ft tots, S 7 sq pace 2. Basement Space: Total percentage of exterior wall surfaces unexposed and below existing or finished grade, whichever is more restrictive, shall be the percentage of the horizontal area of the lowest level deducted from the GRFA calculations. The percentage deduction calculations shall be rounded to nearest whole percent The lowest level's exterior wall surt6ce area shall be measured from the finished floor elevation ofthat 'P "FM 7 5 All covered deck space at the Lower 17, or4to- OM level to the underside of the structural floor members of the floorIceffing assemb� above. For the purposes of these calculations, retaining walls and site walls shag not be considered part ofthe lowest level's exterior walls. Level meets there quirem ents for A`1� 1� exclusion from calculation of GRFA 1 4'4D" H + 0) 3. Covered Deck Space: Covered decks less linear deck the / L with no more than three (3) exterior walls and a minimum opening of not than twenty five percent (25%) of the perimeter of the area ofsaid provided opening is contiguous and fully open from floor to ceiling, with an allowance for a railing of up to forty four inches (44) in height and support posts with a diameter ofeighteen inches (18') or less whkh are spaced no closer than ten feet (I 0a) apart. The space between the shall be measured from the outer surface of the -4 L - - - - It 4- 0 ( posts post 4. Vaulted Space: There are vaulted ceilings in a good portion of the Main Floor. However, with a maximum ceiling height of IX-6" or less, these spaces need only be calculated as GRFA as a single level. ft_ # -j+ 6s ' Al," t LL 4 4'� --T -------------- - - -- - ---- -- - "T " __j The Primary unit contains the following GRFA (No Change Proposed): The Secondary unit contains the following existing or proposed GRFA: � ,..� � � .N ♦ ♦, �: l' ��� � , � �,. � � ;, , 1 >� , �� 1 Existing Main Floor 1814 SF Existing Main Floor 1224 SF Existing Front Porch in 4'-0" OH 47 SF New Laundry/Mudroom Interior Conversion 97 SF tike ISSUED FOR: DATE. excess of Deck is 682 SF but *EXCLUDED* 0.00 SF Existing Front Porch in excess of 4'-0" ON 37 SF .J. if 4- ------------ 1 ;­j Progress 4 December 2009 Progress 12 January 20 Garage is 570 SF but *EXCLUDED* 0.00 SF Deck is 552 SF but *EXCLUDED* = 0.00 SF ** 4- P j J �&77777 Garage space may be excluded at the rate of Progress 08 February 2010 Floor Subtotal 1861 SF GaEa EXCLUDED 0.00 SF Main - ge is 449 SF but Main Floor Subtotal 1358 SF 300 sq it per parking space. Each Garage + T provides 2 Parking Spaces for an exclusion up to 600 sq ft Garage. Both Garages contain Construction Set Existing Basement 1372 SF per less than 600 sq it so ALL Garage Space is t -4 e calculation of GRFA ldd f Desi6n Review Board Existing Basement 10 18 SF X - ------------- March 201 43% Basement GRFA is EXCLUDED (See Elevation/Diagram Below) leaving 782 SF Basement Addition = 195 SF T " Deck(s) are 293 + 144 = 437 SF but *EXCLUDED* = 0.00 SF Basement Subtotal = 1213 SF r 144- YYV"' Basement Subtotal = 782 SF , T Y 41. b 38% Basement GRFA is EXCLUDED (See Elevation/Diagram Below) leaving 752 SF exce&; of4t0-uHj GrandTotal Primary Unit = 2643 SF Deck is 615 SF but * EXCLUDED * = 0.00 SF Basement Subtotal = 752 SF SF V* 'E, "Less than 4271 SF Allowed" L -------------- L -------------- j Grand Total Secondary Unit = 21 SF **Less than 2847 SF Allowed" NOTICE: DUTY OF COOPERATION Release of these plans contemplates further cooperation among the owner, his contractor and the architect Design and construction are complex Although the Architect and his consultants have performed their The Total GRFA for both units totals 473 I.Therefore, the overall Lot, as well as the Primary and Secondary Units fall services with due care and guarantee perfection. Communication Is imperfect, and within the allowed Gross Residential Floor Area. every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported Immediately to the architect Failure to notify the architect compounds misunderstanding and Increases construction costs. A failure to cooperate by a simple notice to the architect shall relieve the architect from responsibility for all consequences. Changes made from the plans without consent of the architect am 11 1 Lower Floor Plan - Primary and Secondary Units 1/16 1 If 1-011 Main Floor Plan - Primary and Secondary Units 1/16 1 unauthorized and I shall relieve the architect of for responsibility a] consequences arriving out of such changes. @ COPYRIGHT 2010 Calculation of Basement Space, Primary Unit: THE ARCHITECTURE STUDIO ALL RIGHTS The Basement of the Primary Unit contains 1372.19 Square Feet of living space/horizontal area RESERVED. THESE DRAWINGS MAY NOT Total percentage of exterior well surfaces unexposed and below existing or finished grade, whichever is more restrictive, shall be the percentage of the hontrourtal area of the lowest level deducted from the GRFA calculations. The percentage deduction calculations shaft be rounded to nearest whole percent the lowest levers BE COPIED OR REPRODUCED IN exterior wall surr"e area shag be measured from the finished Poor elevation ofthat level to the underside of the structural Poor members of the floor/ceiling assembly above- For the purposes of these calculations, retaining walls and site walls shall not be considered port of the lowest levers exterior walls. ANYFORM WITHOUT THE EXPRESS - The perimeter of the living space in the basement of the Primary Unit measures 161 Linear FeetWith a ceiling height of 9 this yields a total exterior wall area of ( x 9) 1 449 Square Feet. WRITTEN PERMISSION OF THE - Unexposed wall surfaces in the Basement total 627.65 Square Feet (Please see Elevations below for calculation ofthese unexposed areas). ARCHITECTURE STUDIO. - 627.65 sq ft is 43% of 1449 sq ft-Therefore, 43% of the Basement FloorArea may be deducted from to Gross Residential FloorArea Calculations. - 43% of 1372.19 Square Feet is <590 sq ft> which yields 782 square feet of Gross Residential FloorArea at the Basement of the Primary Unit Perpendicular North-facing Wall Segment measures: Dahtd Una mficatet 1 6'-0' 26 11 x 9'-0" or 242.3 sq ft Madm mW.lt6dCiliogHight Unexposed Wall - - - - - - - - - - - - r - f 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a e - - - - - - - - - - - - - - - - - - 7' --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- - - - - - - - - - - - - - - - - - - - 7;k7 - - - - f - - - F� "" 4 Tj 0, S + B. 2 t A C!" 2 t"' ?, - J ; .' i Main Level so Su r - - - - - - - - - - - - - - - - - - - - - ^ ^ ^-- - - - - -- - - - - - - - - - - - - - - - - - - - - - + EL- 10Y.1 I%* (SUS.04) - - - - _-- -_- -_-_- - - -- ^- -- 7 7 TZ. = Z= - - - - - - - - - - - - - - I M 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7F 77: - - - - - - - V �::�onned _Lk*_1nd j :4 U LA B L Calltniljoists at Lo~ LAvolTypical 1 1 L J i'; Owned Una indicates Bottom of�: Catilftjoists at Lower Level.Typical 1 7.36 sq ft 177.36 sa UnexposedW&H Unex�q ed. all + 7 EL 90`4 1%* (BOSS.041 4-A A Z ' 4, Dashed U pamclicatas dMdfng mil berttasen CraMsF4ceindLMngSpa"Bqond Perpendicular North - facing Wall Segment measures: TJ 1/2" x 9'-0" or 50.63 sq ft to 0 0 V > North Elevation West Elevation'""",-.1 WEaT Unexposed Wall South Elevation SOUTH Gi > b Not&AH North-facing wall surfaces on the Lower Level are exposed NORTH NoteAl[West-facing wall surrgc" the Lower Level are exposed Now Exterior Basement Wall segments are unexposed as diagramed. 0 177.36 sq ft + 50.63 sir ft + 157.36 sq ft + 242.3 sq ft = 627.65 sq ftTOT AL If El (No Change) 1116 1 3 evations Primary Unit U c, *� b4 Z > Calculation of Basement Space, Secondary Unit: Wet The Basement of the Secondary Unit contains 1212.36 Square Feet of living space/horizontal area, including the proposed addition. Total percentage of exterior wall surfaces unexposed and below existing or finished grade, whichever is more restrictive shall be the percentage of the horizontal area of the lowest level deducted from the GRFA calculations.The percentage deduction calculations shall be rounded to nearest whole percentThe lowest levers exterior wall surface area shag be measured from the finished Poor elevation of that level to the underside ofthe structural floor members of the flooricefting assembly above. For the purposes orthese calculations, retaining wags and site wails shall not be considered port of the lowest levers exterior wells. The the living in basement Secondary Unit 160 Linear FeetWith height T-0 9) 1 440 Square Feet. � .N - perimeter of space the of the measures a ceiling of this yields a total exterior wall area of (160' x � - - Unexposed wall surfaces in the Basement total 547.41 Square Feet (Please see Elevations below for calculation ofthese unexposed areas). � - 547.41 sq ft is 38% of 1440 sq ft.Therefore,38% of the Basement FloorArea may be deducted from to Gross Residential FloorArea Calculations. - 38% of 1212.36 Square Feet is <460.7 sq ft> which yields 752 square feet of Gross Residential FloorArea at the Basement of the Secondary Unit. LU J , cashed Una indicates 16'4r MvJmUm Ceiling Height ----- - U 4j 'ZI tz) - - - - - - - - - - - _- - - - - - - - - - - - - - - - ^ - - - - - - --- ^ - ^ ^ - - --- - - -_ - - _- - - - - - - - -- - -- - - -- - - - - - - ----- - ^ ^ - - - - - - - ­ - - - - - - .__. - a --- - - - - - - - - - - - - - _- - - - - - - - _- - - -- - - - - - - - - - - - - - - - - - - - - - - - --_.__. __.__._^.,._.^...,_. ^_. ^._ ^,_,..,..._,....... ^ ^.-•^ - - - - - - - - - - - - - - - - - - - - - - - - - cb- Ea I flu a ID Ffl LED (U L U _Mla Leval lbdad� Subficiar 01 - --------- --- - - - - - - - - -- - - - - - 1 02.54 sq ft UneKpose - - - - - - - - - - - - - rl �D_ah_ed U _1nds�_8_=omo ----- - ----- ---- - - - - --- - - - - ^ - - - - --- ----- - ------------- __ ^^ -------------------------- T1 , - - - - - _---- - - - - - - - - - - - - - - - - - - - - CO (U V) C4 -5 V) 222.37's :wih joists a Least L�i.Typkw Unexposed 9 aaw Ceiling joists a Lower LmlTyp)cW edthl M&M. --- -------- ------ --- -------- - - - -- - ------- _ _ _ _ _ ___ __ _ ___ _.____ _ __�_�_._ _ __ _�__- __��__ _ _._�_�_�.__r___�__.Y___ ..__ "-" Perpendicular Perpendicular North-fa cing South - facing Wall Wall Segment measures: 20'- 2 x 9'-0" or 181 *5 sq ft Segment measures: UnexposedWall V- 0 x 9 or 36.0 sqft East Elevation North Elevation W nst Elevation UnexposedWoll Note, Exterior BosententWolf segments ore unexposed as diagramed 1813 sqft + 227.37sq ft +36.0sq ft + 102.54 sq ft=547.41 sqft7orAL NoteAll North-faclng wall surfaces on the Lower Level are exposed Note.All West facing wall surfim on the Lower Level are exposed F AF PR 4 Elevations - Secondary Unit with Proposed Addition) 1/16 ll 1 1-011 C GRFA Wall Key - Existing Wall /Feature to Remain r L J - Existing Wall to be Demolished ___ Remove Existing Windows and Exterior Doors for Replacement,Typical a N N tV �L tL Remove Existing Windows and Exterior Doors for Replacement,Typical Take Care to Preserve Existing Stone Veneer,Typical Dashed Lines indicate Existing Main Floor Deck Above — -- 7' / Marge opening for New Door t _ — i I i t i i t I Existing Stairs to Remain I i 1 { -____ ___________________ -1 I ti -- -- - _ _ _ I/ - - -- --------------------- -j - _ 1 Take Care to Preserve Existing Stone Veneer this Area Adjacent House \ *NOWORK* Note: See Separate Submittal for Existing Floor Remain Unchanged 5 4 3 2 1 0 J � 1 It � r r � L l d N Remove Existing Patio on Grade — i III 1 1 u1 1 'iui , lr. fit/ l , II I J r- I t it t 1 1 ' Remove Exterior Wall in this Area 1 � for New Addition; Saw -cut and t i t remove Top of Foundation Wall for t ' I new /flush floor Framing atAddition �? Note:Take disturb # care not to structural members at existing Main �Z i O ! j Floor /Deck Framing above F--- },�___� �" L r---- _-- I , t 1 (4) Existing Stone Veneer Columns tj Remair� r t `TL_____ s i I 4 Q I ! It t\ , ! ILJ�_ ! � I I I ( 1 I - - - ,__- -_ - -_. Remove Existing Stone Veneer this Area I i 1 { -____ ___________________ -1 I ti -- -- - _ _ _ I/ - - -- --------------------- -j - _ 1 Take Care to Preserve Existing Stone Veneer this Area Adjacent House \ *NOWORK* Note: See Separate Submittal for Existing Floor Remain Unchanged 5 4 3 2 1 0 1 , i 1 I I i L___J Remove Carpet r - - - i "= �' - 0 11 1/4 Demo Bathroom; Remove Gyp Board and walls for new layout Remove and re- locate crawlspaceAcces Panel /Ladder Note:All Mechanical Equipment is to be removed and replaced with new systems Note:Take care not to disturb existing Structural posts (b Places) Remove Washer /Dryer Hook -ups Remove All Existing interior Doors for Replacement Remove Gyp Board and walls for new layout Demo Bathroom; Remove Gyp Board and walls for new layout N FI� L IJ S Infill Window Opening E nlarge opening for New Door — — ( I I --- ---- - - -° _' II II tn'I I,I I II I I I� I If I II I I� I Ci _ I \ 1 \ 1 � I � 1 i Existing Vaulted ( i Ceiling and Ridge Beam to Remain ( i Ii I i ( I it IE n - - II I I I i IL J `- 11 _ _ _ t 1 \ I I I I i New Opening for New Window Demo Entire Bathroom; Remove Fixtures,Tile, Flooring and strip Walls to Studs � i I VII i VII I i i l „ -- Existing Vaulted Ceiling to Remain �` Ilhi r, 11 I I I I I l p i I illl t 1 i I m I Note:Take care not to disturb existing 1 Structural posts (6 Places) Remove Existing Decking and Railing /'\ I I t i `` _•: i I to l D kf R I P II ) I _ — — � iltll Existing Stairs to Remain I VIII ilhl iml New Opening for New Window — t Ill , III I I at ec or ep acement reserve a I Structural Members I I � r i • : r I \\ I I ?3 \ Y Enlarge Opening for New Windows Ir 1 I i (4) Existing StoneVeneer Columns to Remain I i I r - -- - - --t r - -__ -- — - - - - -- — _ _ - , i, r ' j il t " \ i-1I �1 - L___..! ------ 1 Infill Window Opening \ � T -- _ \ Il Remove Fireplace and all existing stone or river rock nI at fireplace surround and hearth; Remove existing chimney on roof above I IIi i Remove Stair Railing for Replacement — — — — — — — — — — — Existin — t,.�Ceiling.�nand,& Ridges I Beams to Remain "' I IM I I / I ° ----- I Ij I i r Infill (1) Existing Skylight � — - -- I I 1 � r 1 I x 1 L—-— .— .—__.� r \ Infill Window Opening / / Demo for new Door / r / r I r I J I rJ I i 1 � Adjacent House *NO WORK* Note. See Separate Submittal for Existing Floor Plans to Remain Unchanged 5 4 3 2 1 0 1/4 = 1 - off N 7 f F G i I; _R:Z FF APPROVAU,, L J c S • ISSUED FOR: DATE: Progress 4 December 2009 Progress 12 January 2010 Progress 08 February 2010 Construction Set - Desiggn Review Board I 0 March 20 10 NOTICE DUTY OF COOPERATION Release of these plans contemplates further cooperation among the owner, his contractor and the architect. Design and construction are complex. Although the Architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a simple notice to the architect shall relieve the architect from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized and shall relieve the architect of responsibility for all consequences arriving out of such changes. © COPYRIGHT 2010 THE ARCHITECTURE STUDIO ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED IN ANYFORM WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECTURE STUDIO. 1 It r � L l d N 1 r t I 1 1 1 1 , II I J r- it t 1 1 is r > (d 2 to O F--- },�___� �" L r---- _-- I , 1 , i 1 I I i L___J Remove Carpet r - - - i "= �' - 0 11 1/4 Demo Bathroom; Remove Gyp Board and walls for new layout Remove and re- locate crawlspaceAcces Panel /Ladder Note:All Mechanical Equipment is to be removed and replaced with new systems Note:Take care not to disturb existing Structural posts (b Places) Remove Washer /Dryer Hook -ups Remove All Existing interior Doors for Replacement Remove Gyp Board and walls for new layout Demo Bathroom; Remove Gyp Board and walls for new layout N FI� L IJ S Infill Window Opening E nlarge opening for New Door — — ( I I --- ---- - - -° _' II II tn'I I,I I II I I I� I If I II I I� I Ci _ I \ 1 \ 1 � I � 1 i Existing Vaulted ( i Ceiling and Ridge Beam to Remain ( i Ii I i ( I it IE n - - II I I I i IL J `- 11 _ _ _ t 1 \ I I I I i New Opening for New Window Demo Entire Bathroom; Remove Fixtures,Tile, Flooring and strip Walls to Studs � i I VII i VII I i i l „ -- Existing Vaulted Ceiling to Remain �` Ilhi r, 11 I I I I I l p i I illl t 1 i I m I Note:Take care not to disturb existing 1 Structural posts (6 Places) Remove Existing Decking and Railing /'\ I I t i `` _•: i I to l D kf R I P II ) I _ — — � iltll Existing Stairs to Remain I VIII ilhl iml New Opening for New Window — t Ill , III I I at ec or ep acement reserve a I Structural Members I I � r i • : r I \\ I I ?3 \ Y Enlarge Opening for New Windows Ir 1 I i (4) Existing StoneVeneer Columns to Remain I i I r - -- - - --t r - -__ -- — - - - - -- — _ _ - , i, r ' j il t " \ i-1I �1 - L___..! ------ 1 Infill Window Opening \ � T -- _ \ Il Remove Fireplace and all existing stone or river rock nI at fireplace surround and hearth; Remove existing chimney on roof above I IIi i Remove Stair Railing for Replacement — — — — — — — — — — — Existin — t,.�Ceiling.�nand,& Ridges I Beams to Remain "' I IM I I / I ° ----- I Ij I i r Infill (1) Existing Skylight � — - -- I I 1 � r 1 I x 1 L—-— .— .—__.� r \ Infill Window Opening / / Demo for new Door / r / r I r I J I rJ I i 1 � Adjacent House *NO WORK* Note. See Separate Submittal for Existing Floor Plans to Remain Unchanged 5 4 3 2 1 0 1/4 = 1 - off N 7 f F G i I; _R:Z FF APPROVAU,, L J c S • ISSUED FOR: DATE: Progress 4 December 2009 Progress 12 January 2010 Progress 08 February 2010 Construction Set - Desiggn Review Board I 0 March 20 10 NOTICE DUTY OF COOPERATION Release of these plans contemplates further cooperation among the owner, his contractor and the architect. Design and construction are complex. Although the Architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a simple notice to the architect shall relieve the architect from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized and shall relieve the architect of responsibility for all consequences arriving out of such changes. © COPYRIGHT 2010 THE ARCHITECTURE STUDIO ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED IN ANYFORM WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECTURE STUDIO. throughout Lower Level 1 t 1E Remove All Existing Interior Doors for Replacement Exiting Mechanical Flue to Remain Demo Powder Room and Closets Remove Carpet/Hardwood or Tile Flooring throughout Main Floor - Strip Floors to Subfloor for new gyperete and radiant heating Remove Door and Sidelite; Enlarge opening for replacement with new unit Existing Porch Columns (Stone Veneer) to Remain Existing Skylight to Remain Remove Bay window and shift opening for new Flush Window Unit Remove Cabinets, Counters, Appliances and Baeksplash at Kitchen 1 J II i Remove Overhead Door for Replacement �A � f i I I II � I i II II II � I 5 20 Lower Level Demolition Plan r � L l d N > (d 2 to O o �" L Q Q (U 4 Q ! � III■ ,� .� N a n o W C 3: throughout Lower Level 1 t 1E Remove All Existing Interior Doors for Replacement Exiting Mechanical Flue to Remain Demo Powder Room and Closets Remove Carpet/Hardwood or Tile Flooring throughout Main Floor - Strip Floors to Subfloor for new gyperete and radiant heating Remove Door and Sidelite; Enlarge opening for replacement with new unit Existing Porch Columns (Stone Veneer) to Remain Existing Skylight to Remain Remove Bay window and shift opening for new Flush Window Unit Remove Cabinets, Counters, Appliances and Baeksplash at Kitchen 1 J II i Remove Overhead Door for Replacement �A � f i I I II � I i II II II � I 5 20 Lower Level Demolition Plan E 0- N C -C E 2'.6" Dashed Lines Indicate Existing Roof Overhangs to Finished Remain Throughout Face of Existing Stucco,Typical Existing Stone Veneer and Metal Cap BelowTypical New/Re-courecl Windows in F nfig— FE)�is; - ting Rough Openings Direct-vent Gas Fireplace U 9j z- New Window in New Opening and Flue Cap - ---- - - - - -- - - - - - - - - - F Infill Abandoned Window/Door KohlerArcharl Openings for Uniform Appearance W-O" Drop-in Electric Heated Towel Rack Flush Hearth -Tile L - -C C 0 Dashed Lines indicate New Decorative Wood 0 Beams at Drywall Ceiling I (See Interior Elevations) I I , N Deck Maste o at room + Top of Deck BT-9 (8063.92) Note. Remove Existing 2x Wood Decking and - F C Bathtub ,J M ' athr 0 Dashed Line indicates Centerline of Existing Replace with new Synthetic Deck; Provide New Patio Door and III 0 Glu-lam Beam and New Post Below_ New "Under deck Drainage System" Below. Sidelite in New/Modified -------- - - - - -- — - - - Opening J 0 — — — A New/Re-configured Windows in Howr4ew Door tight Existing Rough Openings VO I of 4 Existing Stone-Veneer I to Existing Post etiba C Columns to Remain I 3 a a Master Bedroom S�-6114 T_ 1 314 L. 4 - New 36" High Tubular-steel 0 Guardrail at Existing Deck Rough Opening to eX, - 4'-6- < 0SO W to rn (n Shelv Wall Key New M/2A Frame Wall with 4" Brick Veneer New 2x612A Frame Wall with 4" Brick Wainscot E== - New Frame Wall: 2x6 @ 16" o.c. at ExteriorWalls 2A @ 16" o.c. at Interior Walls U.N.O. New Concrete Foundation L 4 s 1 Existing Wall to be Demolished 1 4m , R 5 E — - — - - - — - — - — - — - — - — - — - — - — - — -- - — - — - Closet ------ (E) Mechanical Flue 4) U E: 0 V Infill Window for Storage Cabinet to 7 Down Shelves "d atch Vani 7-4 C4 Uniform Appearance P-6"w x I' -0 x 3-6'h Ln (D 6" x 7'-0 Powder P A- T-6" x .1 11L Room Align ao 36- Q) 0 (D 0 Hold New Door F —E Fireplace Flue from �� I :i ' j :, + i i . � tight to Existing Post Face of Existing Stuc A ,� `0 oTypical W b l • Below, Continue Up and ==3 La y . — - — - - - — - — - — - — - — - — - — - — - — - — -- - — - — - Closet ------ (E) Mechanical Flue 4) U E: 0 V Infill Window for Storage Cabinet to 7 Down Shelves "d atch Vani 7-4 C4 Uniform Appearance P-6"w x I' -0 x 3-6'h Ln (D 6" x 7'-0 Powder P A- T-6" x .1 11L Room Align ao 36- Q) 0 (D 0 Hold New Door F —E Fireplace Flue from �� I :i ' j :, + i i . � tight to Existing Post Face of Existing Stuc A ,� `0 oTypical W b l • Below, Continue Up and ==3 La (U • LO . N , I Top-vent Gas 'Fireplace Uniq Ruff through Roof Flue up and 0 kit',through Roof\ f Existing StoneVenee and Met I] Cap :7 Oulu Rod & She] 18" High Raised 'Hearth - Slab Swine,\ 0 11 N 0 Parking Space Existing StoneVeneer Column (I of 2) ba Rod & "elf I 3' -I 3 1 � MEqL, Ea CL 0 E 0 — Entr 2 0 W•2 '0 314- 7 T.-P I Nrw Gyperete 1 00'-0 314* 064.17) .2 — - — - — - — - — - — - — - — — - - — - — --- ----- - — - — - — - - - — - — - — - — - 7 T Porch 4, New/Re-configured Win d ti El 0 and Pation Door in Exis4ng L Rough Openings Driveway If (E) Skylight Remove Existing Skylighl & X F Infill Opening L - - - - -- - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - — - — - — - - - - - - - Dashed Lines In cate Existing Roof Overhangs to :J L: RemainThrou out -- i r 4.3 ' r Kitchen i !, T S Great Room /Dining 0 Top of New Gyperete I W-0 r X 0 - - - - - - - r I - - - - - lRange - - - - - 0 0 =4— d Ity InfillWindowfor + r Uniform Appearance — — — — — — — � ( X40 - - - - - - - - L - - 1 Provide Min hour Fire Separation r - 1 C 1�1 ,- - r - -0 , / Between living e and Garage Grill A A Replace Existing Overhead Door with 7; Cantilever/Extend By Owned 1 i I I :7 New Door in Existing Opening �41 Z r- Decking for Grill Space — Whole-houseJAttiF Fan; - < 1 d Vent thru Roof 9 K 18 Laundry/ Parking Sp e Mudroom 17 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Waghert Dryer ___� Adjacent Deck *NO WORK* --Align co pr Adjacent House 'ENO WORKS` Note: See Separate Submittal for Existing Floor Plans to Remain Unchanged 5 4 3 2 1 0 JE 1% X CZ Closet + V-011 x 18'- Parking Sp e �' I � i \( i f I I 7'-0" 4-3 1 1 1 T-9- ?r ?r 6' -I 51• Note that EXISTING wall intrudes �TE) Electrical Service /Meter upon second parking space. \ (E) \ Gas Service/Meter (x2) Existing Fire Separation Wall: (2) 2x4 ype X Gyp " o.c. w/ 5/8" TUIVIN 04F Studs at 16 Board Between; FieldVeri T f� NEE S I G N R E V E3`rAFF APPROVAL A , / 0 N F1 L I S ISSUED FOR: DATE: Progress 4 December 2009 Progress 12 January 201 Progress 08 February 201 Construction Set Desir Review Board I March -2010 NOTICE; DUTY OF COOPERATION Release of these plans contemplates further cooperation among the owner, his contractor and the architect Design and construction are compim Although the Architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is Imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect Failure to notify the architect compounds misunderstanding and Increases construction costs. A failure to cooperate by a simple notice to the architect shall relieve the architect from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized and shall relieve the architect of responsibility for all consequences arriving out of such changes. @ COPYRIGHT 2010 THE ARCHITECTURE STUDIO ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED IN ANYFORM WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECTURE STUDIO. 5 20 Main Floor Plan 4) U to.. Ln (D ao 36- Q) 0 t o 0 > W b La (U • 0 Ln "It QJ b4 C 4) > • U 4) U 0 911111111111111111 (D U > U 4J no Q 64 r3 Ln LtJ Go N 5 20 Main Floor Plan 0- c� W / New Steps down to Grade +/_ I I _I 3u. 3112' Adj t as Required to Align with (E) Soffit/BeamAbove r ` New 36" High Tubular-steel Guardrail at New Deck/Stairs 4' - \ +Top of Ne Patio = BY- V"' (8049,25')' f � r \ / 'Direct -vent Gas Fireplace \ Down Unit and Flue Cap \ ` 3R @7" 2T @ 12" r-, r , New SyntMetic � 1011 Wicking r°- Spa Deck Pre - fabricated o �p Mantle /Surround + ` Top of New Deck = 86'- 10 1.02' ° Lavatory Bat Flush Hearth -Tile < / lsO r r N Q . ° Aligi — — — — — — — — — — — / tV - 1 - Dashed Line indicates Centerline of Existing / fj Glu -lam Beam Above and New Post a C -C . r r r / r r 7' irvxe e sx- f 4 -�� r r rr r c Ln *o m New Synthetic ~ Decking I Is 'i III C E 0o - r _ ____ _ _ — ..._._. — — — ___. _ �-._. — — — — _,__.__ _ —.4. — _ 14 `� . Q ILL. m tL m _ o New Synthetic O Decking ` y-- p w to 0 a ., ti c \ C E 0o - r _ ____ _ _ — ..._._. — — — ___. _ �-._. — — — — _,__.__ _ —.4. — _ 14 `� . Q ILL. m tL m _ o New Synthetic O Decking ` y-- p w to 0 Adjacent Patio *NO WORK* New Synthetic Decking — 'f n'— _ __. — _.. — — — — 5R @7" 4T @ 12" t Top of New Deck = 89' -9 (8053.92') 1 of 4 Existing Stone - Veneer Columns to Remain New 36" High Tubular -steel Guardrail at New Deck Deck/Walkwa Tap of New Deck = 89' -9 (8053.92) Provide 42" Wide Step /Steps— as required down to Grade — Face of Existing Stucco,Typical — — — — Existing StQne Veneer and Metal -- Cap Below;Typlcal Infill Abandoned Door Vest. Opening for Uniform Appearance x 01.l - ¢}-Top of New Gyperete = 90' -0 (8054.17) Bedroom 2 I Existing Crawlspace Access Panel to J Remain Sur T -11 (SHED *To Align with Existing Great Room Wall Above Ad House jacen t *NO WORK* Note: See Separate Submittal for Existing Floor Plans to Remain Unchanged 5 4 3 2 1 0 I I I UP I I I I I -Opgn Raitfng I I Rod &Shelf A +� Closet Rod & Shelf T -8" x 7'-0" 3sed Doorw, Bench I \ ! I \ / 1 1, \ I Mechanical Note; Shower as shown is minimum size acceptable; Field Verify mechanical` requirements with HVAC Subcontractor and shift shower wall south if possible Re- locate Existing or Provide New Access /Ladder to Crawlspace Below Note. Line all walls and ceiling of Mechanical Room with 28 Guage Galvanized Sheet Metal over Drywall M ♦ M ♦ :r ♦ F � to `. ♦ ♦ \ M ♦ ♦ ♦ NOTICE DUTY OF COOPERATION `♦ Release of these plans contemplates further cooperation H ` among the owner, his contractor and the architect. 3' Wide ` ♦ ♦ Design and construction are complex Although the ♦ Architect and his consultants have performed their I ♦ services with due rare and diligence, they cannot I o guarantee perfection. Communication is imperfect, and I F every contingency cannot be anticipated. Any ambiguity I Q I � � or discrepancy discovered by the use of these plans shall — -- — _ _ _ _ _ _ _ _ _ ____ _ — be reported immediately to the architect Failure to ail jl notify the architect compounds misunderstanding and B 8' x : b" o / increases construction costs. A failure to cooperate by a simple notice to the architect shall relieve the architect from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized and shall relieve the architect of — Rod & Shell' 'o responsibility for all consequences arriving out of such / cv changes. / @ COPYRIGHT 2010 THE ARCHITECTURE STUDIO ALL RIGHTS f�. of 1 x RESERVED. THESE DRAWINGS MAY NOT X o / BE COPIED OR REPRODUCED IN `? 0 I 0 " ANYFORM WITHOUT THE EXPRESS M Vestibu / WRITTEN PERMISSION OF THE ARCHITECTURE STUDIO. 31W Bath 4 � + h b1 / K9 /LJ / 3 Ur T -7• / 31/r 6 ' -1 .. / / 9' -9" / / / r / / / Q Crawlspace / a v �a w \ / Tr GF_ 7VArC\\ \ 3 FF APPROVAL v Ln aU O _a t V E � V °' .b, lwww � a 0 w � O to ` -At p 4 2 �. o a_ U ? u Ln a ..a cc It N _: -.J F1 1 S A 1 *2 0 A/V Closet gi Top -vent Gas Fireplace Unit; Run M 0 i Flue up and out through Roof Vestibule Flush Hearth -Tile Pre - fabricated Mantle/Surround i Bedroom 4 +Top of New Gyperete = 90' -0 (8054.17) Pre - fabricated Mantle/Surround Flush Hearth -Tile Direct -vent Gas Fireplace Unit and Flue Cap Note: Hold New Furringlinsulation tight to Existing Foundation Wall at Bedroom 1n- ♦ c Wall Ke - New 2x6/2x4 Frame Wall with 4" BrickVeneer - New 2x6/2x4 Frame Wall with 4" Brick Wainscot New Frame Wall: 2x6 @ 16" o.c. at Exterior Walls 2x4 @ 16" o.c. at Interior Walls U.N.O. ( - New Concrete Foundation Existing Wall to be Demolished Q c " �• ♦ C'r ` M ' , \;0, ♦ S. ISSUED FOR. DATE: Progress 4 December 2009 Progress 12 January 2010 Progress 08 February 2010 Construction Set �ba ,� Desiggn Review Board % l0 March 2010 5 20 Lower Level Flan a ., c \ Adjacent Patio *NO WORK* New Synthetic Decking — 'f n'— _ __. — _.. — — — — 5R @7" 4T @ 12" t Top of New Deck = 89' -9 (8053.92') 1 of 4 Existing Stone - Veneer Columns to Remain New 36" High Tubular -steel Guardrail at New Deck Deck/Walkwa Tap of New Deck = 89' -9 (8053.92) Provide 42" Wide Step /Steps— as required down to Grade — Face of Existing Stucco,Typical — — — — Existing StQne Veneer and Metal -- Cap Below;Typlcal Infill Abandoned Door Vest. Opening for Uniform Appearance x 01.l - ¢}-Top of New Gyperete = 90' -0 (8054.17) Bedroom 2 I Existing Crawlspace Access Panel to J Remain Sur T -11 (SHED *To Align with Existing Great Room Wall Above Ad House jacen t *NO WORK* Note: See Separate Submittal for Existing Floor Plans to Remain Unchanged 5 4 3 2 1 0 I I I UP I I I I I -Opgn Raitfng I I Rod &Shelf A +� Closet Rod & Shelf T -8" x 7'-0" 3sed Doorw, Bench I \ ! I \ / 1 1, \ I Mechanical Note; Shower as shown is minimum size acceptable; Field Verify mechanical` requirements with HVAC Subcontractor and shift shower wall south if possible Re- locate Existing or Provide New Access /Ladder to Crawlspace Below Note. Line all walls and ceiling of Mechanical Room with 28 Guage Galvanized Sheet Metal over Drywall M ♦ M ♦ :r ♦ F � to `. ♦ ♦ \ M ♦ ♦ ♦ NOTICE DUTY OF COOPERATION `♦ Release of these plans contemplates further cooperation H ` among the owner, his contractor and the architect. 3' Wide ` ♦ ♦ Design and construction are complex Although the ♦ Architect and his consultants have performed their I ♦ services with due rare and diligence, they cannot I o guarantee perfection. Communication is imperfect, and I F every contingency cannot be anticipated. Any ambiguity I Q I � � or discrepancy discovered by the use of these plans shall — -- — _ _ _ _ _ _ _ _ _ ____ _ — be reported immediately to the architect Failure to ail jl notify the architect compounds misunderstanding and B 8' x : b" o / increases construction costs. A failure to cooperate by a simple notice to the architect shall relieve the architect from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized and shall relieve the architect of — Rod & Shell' 'o responsibility for all consequences arriving out of such / cv changes. / @ COPYRIGHT 2010 THE ARCHITECTURE STUDIO ALL RIGHTS f�. of 1 x RESERVED. THESE DRAWINGS MAY NOT X o / BE COPIED OR REPRODUCED IN `? 0 I 0 " ANYFORM WITHOUT THE EXPRESS M Vestibu / WRITTEN PERMISSION OF THE ARCHITECTURE STUDIO. 31W Bath 4 � + h b1 / K9 /LJ / 3 Ur T -7• / 31/r 6 ' -1 .. / / 9' -9" / / / r / / / Q Crawlspace / a v �a w \ / Tr GF_ 7VArC\\ \ 3 FF APPROVAL v Ln aU O _a t V E � V °' .b, lwww � a 0 w � O to ` -At p 4 2 �. o a_ U ? u Ln a ..a cc It N _: -.J F1 1 S A 1 *2 0 A/V Closet gi Top -vent Gas Fireplace Unit; Run M 0 i Flue up and out through Roof Vestibule Flush Hearth -Tile Pre - fabricated Mantle/Surround i Bedroom 4 +Top of New Gyperete = 90' -0 (8054.17) Pre - fabricated Mantle/Surround Flush Hearth -Tile Direct -vent Gas Fireplace Unit and Flue Cap Note: Hold New Furringlinsulation tight to Existing Foundation Wall at Bedroom 1n- ♦ c Wall Ke - New 2x6/2x4 Frame Wall with 4" BrickVeneer - New 2x6/2x4 Frame Wall with 4" Brick Wainscot New Frame Wall: 2x6 @ 16" o.c. at Exterior Walls 2x4 @ 16" o.c. at Interior Walls U.N.O. ( - New Concrete Foundation Existing Wall to be Demolished Q c " �• ♦ C'r ` M ' , \;0, ♦ S. ISSUED FOR. DATE: Progress 4 December 2009 Progress 12 January 2010 Progress 08 February 2010 Construction Set �ba ,� Desiggn Review Board % l0 March 2010 5 20 Lower Level Flan 1: CL ry O C� cC iE ry New window Unit in existing Opening, preserve existing 2x exterior trim New Synthetic Shake Shingles at Existing Roof. Roof Ventilation, Overhang, Fascia, and heated Copper — Gutters /Downspouts to Remain as-is *TYPICAL* _ Existi Gara e kiclg2te to Remain EL = 117'-3%2" Adjacent House Beyond I I II f i'NOWORK* Existing El mi rical Meter/S ice to Remain Existing G s '-leters/Servic e Jo Remain New front door and sidelite in enlarged opening - natural-finish select alder; Provide 2x6 trim to match existing Existing Stone Veneer wainscot and metal cap to remain New insulated overhead door in existing — opening; Overlay door with I x6 vertical ceadr planks (smooth) stained and finisehd to match new select alder front door. 5 4 3 2 1 0 10 New Synthetic Shake Shingles at Existing Roof. Roof Ventilation, Overhang, Fascia, and heated Copper — Gutters/Downspouts to Remain as-is *TYPICAL* Existing Skylight to Remain At East Elevation provide new Half-round coppper gutters and cylindrical downspouts (heated) to match existing at West Elevation Provide Bylin "Rim" heat panel roof ice-melt system at eaves and valleys, finish to blend with new shingles,Typical Remove Existing Bay Window at Kitchen; Patchlinfill stucco, vertical siding and soffit above for uniform appearance New window in new openingTrim windo) with 2x6 Casing to match existing Existing StoneVeneer wainscot and metal cap to remain Dashed Lines indicate Existing Basement beyond Existing Front Porch/Roof to emain Stabilize and provide shoring as req to stop/reverse settling; refer to structural — — — — — — — — — — — — — — — — — — — L — — — — — — — — — — — — — — — — — — — — — — — New Synthetic Shake Shingles at Existing Roof. Roof Ventilation, Overhang, Fascia, and heated Copper Gutters/Downspouts to Remain as-is *TYPICAL* Existing Ridgeline to Remain — — — — — — — — — — — — — — — — — — — — EL = 115'-7%" (4) new/reconfigured window Units in existing Opening, preserve existing 2x exterior trim Existing Stucco to remain — - — - — - — - — - — - — - --- Main Level -Top of New GYPSre+ EL= 100 Main Level . Existing Subfloor EL = 100' -O "' Existing StoneVeneer wainscot and metal cap to remain Existing Grade and boulder retaining wall to remain Note:There is NO change to the existing Grade at the East Side of the House, take care to restore existing grade at completion of construction Lower Level -Top of New Gyp C + - Lower Level Exist — — — — — — — — — — — — — — — iqg�ubfl OL S + EL = 9W-O" Spa Deck/Stairs Railing beyond Existing Roof, Roofing, Overhang, Fascia, and Gutters to Remain as-is *TYPICAL* New chimney: 2x framing with stucco to match existing, Provide Cap similar to that at adjacent house; Finish of chimney cap shall blend with new roof shing . . . . . . . . Existing Garage/Garage Roof Beyond Existing Porch/Porch Roof Beyond Provide Bylin "Rim" heat panel roof ice-melt system at eaves and valleys, finish to blend with new shingles,Typical Existing Stucco to remain New window Unit in new Opening, provide 2x6 trim to match existing windows 1' 7 6. New window Unit in new Opening, provide 2x6 Powder-coated Metal Ra! " I Note. New Railing is siAlairtarexistin adjust-bottom4oil and baluster spacing to meet current code requirements N Existing Garage/Adjacent House RidZe!!ato Remain EL = I 1 7' -i %" _JXL ti2g RLdgELIine to Remain EL = 11 -T /" + NOWN11011110111►411p►a � I�I � I Iii I II __ _1 (6) new/reconfigured window Units in existing Opening, preserve existing 2x 1 2 exterior trim Existing Stone Veneer wainscot and metal cap to remain New window Unit in existing Opening, preserve existing opening at stone, stone lintel and sill Existing Grade 5 4 3 2 1 0 10 Align 0 to r_ 2 ........................... Dashed Line indicates Existing Grade New Boulder Retainage Note. Refer to Landscape Architect for retaining wall and changes to grade at the East Side of the House New Patio on Grade; Refer to Landscape Architect New Steps (Synthetic Decking) and Powder-coated metal railing down to grade C�� �� L EL = 100'- N." -I r — - — - — - — - — - — ---- — - — - — - — - — - — - — - — - — - — - Main Level - Existiniz + (I of 4) Existing Stone-veneer C) 0) cl (Y) 0 CY) I ISSUED FOR DATE: Progress 4 December 2009 Progress 12 January 201 Progress 08 February 20 Construction Set Design Review Board I March 20 NOTICE DUTY OF COOPERATION Release of these plans contemplates further cooperation among the owner, his contractor and the architect Design and construction are complex Although the Architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a simple notice to the architect shall relieve the architect from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized and shall relieve the architect of responsibility for all consequences arriving out of such changes. O COPYRIGHT 201 THE ARCHITECTURE STUDIO ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED IN ANYFORM WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECTURE STUDIO. Ln 0 %0 New window, Provide 2x6 0 b 0 0 (V) trim to match existing A 0 b.0 SIM bo r— > 4) _t7 4) .A Stucco to match existing 42 -�E Z "to Q New Lowe A evel Deck beyond; 2x Synthetic De:king & Powder- if > M 4J 4-1 t 2�- LLJ coated M kailing to match that at Main Flo )r if t-xo �� +J 4L t...r v 4 LLJ Lower Level -Top 2f New Py "cre - — - — - ----- - — - — - — - — - — - — - — - — - .®_ - --- New Spa Level Deck; 2x Synthetic Decking Powder- -- EL 90'- 1 " 2 coated Metal Railing to match that at Main Floor Lower Level Existin 9 qbflo(jr -- S + EL = 90'-0" Note. There is NO change to the existing Grade at the addition or below the Lower Level Deck. Restore original grade at completion of construction D E—;_ So I G N R F4 i BON Spa - �Recess into deck �sothat �Uipof Spa C - TAIFF APPROVAL Unit sits 1'-6' above Spa-Level Deck 2x Spa Platform beyond Addition Beyond (E) Boulder Retainage I,—) 6x6 Wood Posts; Ref Struct C) 0) cl (Y) 0 CY) I ISSUED FOR DATE: Progress 4 December 2009 Progress 12 January 201 Progress 08 February 20 Construction Set Design Review Board I March 20 NOTICE DUTY OF COOPERATION Release of these plans contemplates further cooperation among the owner, his contractor and the architect Design and construction are complex Although the Architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a simple notice to the architect shall relieve the architect from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized and shall relieve the architect of responsibility for all consequences arriving out of such changes. O COPYRIGHT 201 THE ARCHITECTURE STUDIO ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED IN ANYFORM WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECTURE STUDIO. A 2. . 5 20 East Elevation 5 20 North Elevation Ln 0 %0 0 b 0 0 (V) U 0 b.0 SIM bo r— > 4) _t7 4) (A 42 -�E Z "to Q U is > M 4J 4-1 t 2�- LLJ (3 0 t-xo �� +J t...r v 4 LLJ A 2. . 5 20 East Elevation 5 20 North Elevation New Picture Window, Patio Door and Transom in existing/modified opening; repair or replace 2x trim to match existing New chimney: 2x framing with stucco to match existing; Provide Cap similar to that at adjacent house; Finish of chimney cap shall blend with new roof shingles New Synthetic Shake Shingles at Existing Roof. Roof Ventilation, Overhang, Fascia, and heated Copper — Gutters /Downspouts to Remain as-is *TYPICAL* O L Existing R_ iclgeIine to Remain EL = 115' — – — – — – — – — – — – — – — – — – — – — – — – — – — – — – — – — – — – — T New windows with 2x6 trim to match existing; infill/re-stucco for uniform appearance --------- \ Remove Window, Infill opening and re- stucco for uniform appearance — New Door & Sidelite with wood trim to match existing, infill/re-stucco for uniform appearance Main Level -Toaaf 1 – — – — – — – — – — – — – — – — – — – — – — – — – — – — – — – — – — – -- EL = 100 (8064. 1 r) Main Level - Ex i& - - — ist StLbf_oor . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. EL = 99 ' -1 1 %" (8064.04') Existing Stone Veneer wainscot and metal cap to remain Existing Main Floor Deck with new synthetic Decking and Powder-coated Metal Railing Note. New Railing is similar to existing; adjust bottom rail and baluster spacing to meet current code requirements New Door & Sidelite with wood trim to match existing, infill/re- stucco for uniform appearance New Spa Level Deck; 2x Synthetic Decking & Powder- coated Metal Railing to match that at Main Floor Lower Level -T ots of _ New GypSret EL = 90'-0 (8054.17') Lower Level Existing Su�bfloor . . . . . . . . . . . . . . . . . . . . . . . . . v. . . . . . . . —. . . . . . EL = 89 l' /" (8054.04') Spa - Recess into deck so that Lip of Spa Unit sits 1'4' above Spa-Level Deck _�y�tIie (Synthetic Decking) and Steps (Synth_ �t 5 4 3 2 1 0 10 New St rowder-coated metal railing clown to grade New Patio beyond; Ref to Landscape Arch - Existing Boulder Retainage Provide Bylin "Rim" heat panel roof ice-melt '\ system at eaves and valleys, finish to blend with new shingles,Typical III Stucco to match existing (2) new patio doors with I x 1 2 trim to match that at Great Room doors/window above 2x Spa Platform beyond 6x6 Wood Posts; Ref Struct Existing Stone-veneer Columns With stone caps to Remain Lower Level Addition Beyond (Existing) Columns New Synthetic Shake Shingles at Existing Roof. Roof Ventilation, Overhang, Fascia, and heated Copper Gutters/Downspouts to Remain as-is *TYPICAL* New Door and Window in Existing Openings; Preserve existing exterior trim New Deck Extension Beyond W Existing Garage Ridgeline to Remain + EL = I IT-31Y2" 11 rr - t ± - H" m Ir -,Z/111 - - Il - TT -- I) - tr Adjacent House ti II Ji II II fl *NOWORK*' A Dashed Lines indicate Existing Deck in Foreground at Adjacent House Stucco at addition to match existing Existing Crawlspace access panel to Remain Existing Stone Veneer wainscot and metal cap to remain Note.-There is NO change to the existing Grade at the addition or below the Lower Level Deck Restore original grade at completion of construction New Lower Level Deck; 2x Synthetic Decking & Powder- coated Metal Railing to match that at Main Floor • • ISSUED FOR: DATE: Progress 4 December 2009 Progress 12 January 20 Progress 08 February 20 Construction Set Desi6n Review Board I March 20 NOTICE:- DUTY OF COOPERATION Release of these plans contemplates further cooperation among the owner, his contractor And the architect Design and construction are complex Although the Architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a simple notice to the architect shall relieve the architect from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized and shall relieve the architect of responsibility for all consequences arriving out of such changes. @ COPYRIGHT 20 THE ARCHITECTURE STUDIO ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED IN ANYFORM WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECTURE STUDIO. 2: a to Remain; Dashed Line indicates existing Ridge in Foreground Ex isting Ridge Beam(s) r - - - - - - - - - - - - - - - - - -------------------------- to Remain - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Lxi Re line to Re y W1 EL 11 Y-7 %0 0 0 00 V E (U L b (U t Existing Rake Overhang to Remain 1 11 Existing Front Porch/Roof to Remain 4) 0 E Zd r _ . _$ Decorative New Beams Beams Stabilize and provide sharing as required to ------- stop/reverse settling; refer to structural V a) t>4 New/Replacement Windows at Existing Openings at Existing Ceiling ho r: New 2x Sleepers and 1 Gyperete Overlay Overlay Floor Typical at Main Floor > 0 tj 0 gl � Main Level -To ew - p Sf _PMc;rqe . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . aC EL = 100' -1 /z I Existing Beam(s) to Remain r i reat Room/Din Main Level - Existing Subfloor F - — - — — — — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - y___ - — - — - --- — (U EL= 100' I L-4 ILI A \L Existing Main -loot Structure to Remain Throughout Existing Deck Structure to remain with new synthetic Decking and Metal Railing c 4J (U New Synthetic Deck & Metal Railing_ at Lower Level New 2x6WaI In 1i I Below x sting Main Floor Wall b4 LU Lower Level -Top of New Gyperete - — - — - — - — - — - — - — - — - — - — - — - — - — - — I r— - I New 2x Sleepers and 1 Gyperete Overlay Cc 4.4 EL = 90'- 1 Y2 B B droo 3 Typical at Lower Floor Deck B­1 Hall .3 4d3 _ Lower Level - Existin — - — — -- LSul�fliaor . . . . . . . . . . . . . . . . . . . — — — . . . . . . . . - - — - - - — - ---- - 7 (1 of 4) Existing Post(s) to Remain ----_" INA Fl 5 3 2 1 10 New Floor Structure 4 0 East-West Section cu Ln b4 Ina O tAi 4 e LU +-J 5 20 Ele vation \VAV/ ; s t E I e V 5 20 Z a . co -------------------------- - - - -- I lb� 7 _D_ 0 (I of 4) Existing column fixtures to remain; re- locate switch at Master Bedroom NOTE-These fixtures are LESS THAN 40w Existing Fixtures and relocated switch to remain I F - — — — — — — f � � I ...... ....... 0 it it it A it New Pendant fixture at existing location; Relocate switch Existing Motion Detector to be eliminated Plumbing Fixture Schedule - Main Floor Room Fixture Manufacturer Style/Number Color/Finish Comments Kitchen Sink --- --- --- Sink Faucet --- --- --- ... Garbage Disposal Laundry/Mudroom Sink - - - - - - Sink Faucet --- --- Master Bath (2) Sink Basins - - - (2) Sink Faucets --- --- Toilet --- Bathtub --- --- Tub Faucet --- --- --- --- Tub Filler/Trim --- --- --- --- Showerhead/Trim Hand Shower/Trim Powder Room Sink Basin - - - - - - - - - ... Sink Faucet --- --- --- Toilet I I --- I --- I I I of 2 Existing Flood Lights at Rake above; Remove /eliminate BOTH 1 10 ex*rl"'Or A (2) New Wall Sconce fixtures at existing locations; Relocate switch to Laundry/Mudroom Note:The lot measures .4534 Acres or 19,750 Square Feet and as such may contain 19 exterior light fixtures (one fixture per 1000 so in excess of 40 watts or mounted greater than 18 inches above the ground.The Primary Unit shows 8 fixtures and this unit shows 9 for a total of 17 exterior light fixtures. In addition, the proposal includes the elimination of 3 exterior fixtures at the secondary unit 5 4 3 2 1 0 I Main Floor Li Zing • Electrical Plan ZMIM�il Existing Gas Meters/Service to remain 15 I of 2 Existing Flood Lights at Rake above; Remove/eliminate BOTH N _iiN L J 7- E l ectrical lect SYM bols Recessed Downlight jamb Switch Recessed Wallwasher Switch with Outlet Ceiling Mounted Fixture Duplex Outlet F0 Wall Sconce + Fourplex Outlet ---------------- Ventilation Fan or Fan/Light Floor Outlet Track Light Split-Wired Outlet Undercabinet Task Light =E) Ground Fault Interrupter Outlet (0 Low-Voltage Puck Light Disposal Switch inside Water-Proof Outlet Recessed Fluorescent 220-V Outlet Surface-Mounted Fluorescent Telephone Jack Pull-Chain Light PC D Door Opener Floor/Step Light 0 El Television r Push Button Wall Switch (J) Thermostat 3 Three -Way Wall Switch GID Smoke Detector D Wall Switch with Dimmer Q Heat Detector L / , { �- ��� E01 t- _j I of 2 Existing Fixtures and switches to remain 0 0 r r - - - - --- I r 0 0 Lj Bmonv, Utility L _ — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — T7 Plumbing Fixture Schedule - Main Floor Room Fixture Manufacturer Style/Number Color/Finish Comments Kitchen Sink --- --- --- Sink Faucet --- --- --- ... Garbage Disposal Laundry/Mudroom Sink - - - - - - Sink Faucet --- --- Master Bath (2) Sink Basins - - - (2) Sink Faucets --- --- Toilet --- Bathtub --- --- Tub Faucet --- --- --- --- Tub Filler/Trim --- --- --- --- Showerhead/Trim Hand Shower/Trim Powder Room Sink Basin - - - - - - - - - ... Sink Faucet --- --- --- Toilet I I --- I --- I I I of 2 Existing Flood Lights at Rake above; Remove /eliminate BOTH 1 10 ex*rl"'Or A (2) New Wall Sconce fixtures at existing locations; Relocate switch to Laundry/Mudroom Note:The lot measures .4534 Acres or 19,750 Square Feet and as such may contain 19 exterior light fixtures (one fixture per 1000 so in excess of 40 watts or mounted greater than 18 inches above the ground.The Primary Unit shows 8 fixtures and this unit shows 9 for a total of 17 exterior light fixtures. In addition, the proposal includes the elimination of 3 exterior fixtures at the secondary unit 5 4 3 2 1 0 I Main Floor Li Zing • Electrical Plan ZMIM�il Existing Gas Meters/Service to remain 15 I of 2 Existing Flood Lights at Rake above; Remove/eliminate BOTH N _iiN L J 7- • • I ISSUED FOR: DATE: Progress 4 December 2009 Progress 12 January 20 Progress 08 February 20 Construction Set Des n Review Board I March 20 NOTICE. DUTY OF COOPERATION Release of these plans contemplates further cooperation among the owner, his contractor and the architect. Design and construction are complex Although the Architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and _ very contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported Immediately to the architect Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a simple notice to the architect shall relieve the architect from responsibility for all consequences. Changes made from the plans Without consent of the architect are unauthorized and shall relieve the architect of responsibility for all consequences arriving out of such changes. @ COPYRIGHT 2010 THE ARCHITECTURE STUDIO ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED IN ANYFORM WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECTURE STUDIO. E l ectrical lect SYM bols Recessed Downlight jamb Switch Recessed Wallwasher Switch with Outlet Ceiling Mounted Fixture Duplex Outlet F0 Wall Sconce + Fourplex Outlet Ventilation Fan or Fan/Light Floor Outlet Track Light Split-Wired Outlet Undercabinet Task Light =E) Ground Fault Interrupter Outlet (0 Low-Voltage Puck Light =gip Water-Proof Outlet Recessed Fluorescent 220-V Outlet Surface-Mounted Fluorescent Telephone Jack Pull-Chain Light PC D Door Opener Floor/Step Light 0 Door Chime Television 111i Push Button Wall Switch (J) Thermostat 3 Three -Way Wall Switch GID Smoke Detector D Wall Switch with Dimmer Q Heat Detector • • I ISSUED FOR: DATE: Progress 4 December 2009 Progress 12 January 20 Progress 08 February 20 Construction Set Des n Review Board I March 20 NOTICE. DUTY OF COOPERATION Release of these plans contemplates further cooperation among the owner, his contractor and the architect. Design and construction are complex Although the Architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and _ very contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported Immediately to the architect Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a simple notice to the architect shall relieve the architect from responsibility for all consequences. Changes made from the plans Without consent of the architect are unauthorized and shall relieve the architect of responsibility for all consequences arriving out of such changes. @ COPYRIGHT 2010 THE ARCHITECTURE STUDIO ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED IN ANYFORM WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECTURE STUDIO. 101 • 4 101 Plumbing Fixture Schedule - Lower Level Room Fixture Manufacturer Style /Number Color /Finish Comments Lavatory /Bath Two (2) Sink Basins - - - --- - - - --- (2) Sink Faucets - -- - -- - -- - -- Toilet - -- - -- - -_ - -- Showerhead/Trim --- - - - --- _ _ _ HandShower/Trim - -- - -- - -- - -- Steam Unit - -- __- ___ ___ Bath Three Sink Basin --- - - - --- Sink Faucet - -- - -- - -- - -- Toilet - -- - -- - -- - -- Bathtub - -- - -- - -- - -- Showerhead /Tubfiller --- - - - --- - - - HandShower /Trim - -- - -- - -- - -- Bath Four Sink Basin I --- --- --- --- Sink Faucet - -- - -- - -- - -- Toilet - -- - -- - -- - -- Showerhead/Trim --- - _ - --- - - Hand Shower /Trim --- - - - --- - - - NOTICE: DUTY OF COOPERATION Release of these plans contemplates further cooperation among the owner, his contractor and the architect Design and construction are complex. Although the Architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a simple notice to the architect shall relieve the architect from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized and shall relieve the architect of responsibility for all consequences arriving out of such changes. T" CL LL 0 N IJ . 3 exfer 1��Nf N F L I I F b4 1 L..VY L..G L.1611LI116 wx 1 %..a 1 1 1 I /`t -- I "V Electrical Sy mbols C Recessed Downlight Jamb Switch Recessed Wallwasher Switch with Outlet Ceiling Mounted Fixture =E)= Duplex Outlet In Wall Sconce Fourpiex Outlet Ventilation Fan or Fan /Light Floor Outlet Track Light Split -Wired Outlet - - - — Undercabinet Task Light Ground Fault Interrupter Outle Uo Low - Voltage Puck Light p Water -Proof Outlet Recessed Fluorescent o 224 -V Outlet Surface- Mounted Fluorescent A Telephone Jack 0 Pull -Chain Light Door Opener Floor /Step Light Door Chime ® Television jUi-. Push Button Wall Switch O Thermostat 3 Three -Way Wall Switch Q Smoke Detector D Wall Switch with Dimmer Q Heat Detector w • • ISSUED FOR: DATE; Progress 4 December 2009 Progress 12 January 2010 Progress 08 February 2010 Construction Set - Design Review Board 10 March 2010 OO COPYRIGHT 2010 THE ARCHITECTURE STUDIO ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED IN ANYFORM WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECTURE STUDIO. 4i O Ln N h b O � R a� 0 ' . � rZ .y 0 j.„ �R V tU o U W o 06 td AD 4J a v +� bp r W • 11■�■11 Ln -�Z Uj -J E I.2 macDesi LANDSCAPE ARCHITECTURE NOTE; NW CORNER OF PROPOSED DECK (FURTHEST POINT OF ENCROAC ENT) EXTENDS 10' INTO SETBACK/EASEMENT. THE MAJORITY OF NEW DECK IS ABOVE EXISTING GRADE, AND NO MORE THAN V ABOVE EXISTING GRADE AT NW CORNER OF DECK (WORST CASE SCENARIO). VOF BUR OF , 42 G Q W CO E 15TI NG 5TE L E GI R DAY -LIGHT DRAIN / OUTCRINk , PIPE -FIELD LOCATE (TYP) i !'E•k�0 NCI}'..,... " •. ; J� . �`� 4 w -4. �°'~ '..�XIBTING`L.AWN' ,• • ' • • `^.•' J "r• }} •M { �M Ma may,., : �./, ° �'k CSC.• .. *w:,:,; , NO BOULDER BACKDROP AT FIRE PIT) r "TING BOULDER AWING WALL `ERGREEN TIN QLORADO OOD (TYP) S AY- (TYP,) I�.N���. x:28 PEC I� PTA I VLM� LA • / / 3 GXG f / f' / 3 H55 / f r� AIN PIPE BELOW E S TINE SOUL (TYP.) E f TIN ASPEN REF P.) 3 VLM 50C .) TREE (TYP �' � � . , ; bc�. • , � / / 15AW - EXISTING ASPEN TREE (TYP � 55u- EXISTING SHRUB TO BE REMOVED (TYP) COBBLE UNDER NEW DECK DRAIN INLET/FIFE TBD -FIELD LOCATE-- ®--� -e UN 2 5A ­5 LIH PROVIDE 4" SCHEDULE RR COBBLE -1 050 I • " ' I # ,,air,.• =,=: arr. KEY COMMON NAME BOTANIC NAME SIZE DEGID TREE � 3 PTA G2UAKING ASPEN POPULUS TREMULOIDES B" CALIPER DEGIDUOU51 EVERGREEN SHRUBS B GLP PEKING GOTONEASTER GOTONEASTER LUGIDUS B GAL. CONT. "7 050 COLORADO DOGWQOD GQRNUS STOLONIFERA GOLORADENSE "I GAL. CONT. B GXG BLUE MIST SPIREA GARYOPTERIS X GLANDONEN515 'BLUE MIST' S GAL, CONT. B LIH TWINBERRY HONEYSUCKLE LONIGERA INVOLUGRATA 5 GAL. CONT. 6, PBP CREEPING SAND CHERRY PRUNU5 81 =55EYI 'P�,WNI =1 BUTT85' S CaAL, CONT. '! "R R NATIVE WQODS ROSE RASA WQ057511 5 GAL. CONT. 6 SAW SILVER CREEPING -� WILLaW Sr4L1X Ai�NARIA 5 GAL, GaNT, B 50C RED GORALBERRY 5YMPHORIGARPO5 ORBIGULATUS B GAL, CONT. 4 505 MOUNTAIN SNOWBERRY 5YMPHORIGARPO5 OREOPHILUS B GAL, GOVT. 6 5PN DWARF ARCTIC WILLOW SALIX PURPUREA NANA B GAL. GQNT, q BSU URAL FALSE SPIREA SQRBARIA SORBIFOLIA 5 GAL, CONT. 4 VLM WAYFARING TREE VIBURNUM LANTANA rt GAL. CONT. 12 H58 BLUE AVENA 6RA55 HELIGTOTRICHON SEMPERVIRENS i GAL. CONT. 2 P85 SGHaaD {G JACK PINE PINUS 5ANK5IANA 'SGHOQDIC' la GAL. CONT. PNM SLOWMaUND MUGa PINE PINUS MUGO 'SLOWMOUND' IO GAL. CONT. 4 PPM MESA VERDE SPRUCE PIGEA PUNGENS 'MESA VERDE' la GAL. CONT. } WALL- LO T0lllPPN OF / 1 H5B PERENNIAL FLOWERS AND 1 GROUNDGOVER (TYP.) r 3 SAW r / # # LANT 5CHELXLE GiTY. KEY COMMON NAME BOTANIC NAME SIZE DECIDUOUS TREES 5 PTA G2UAKING ASPEN POPULU5 TREMULOIDES 5" CALIPER DECIDUOU51 EVERGREEN SHRUBS 5 CLP PEKING COTONEASTER COTONEASTER LUGIDUS 5 GAL. CONT. 7 050 COLORADO DOGWOOD GORNU5 5TOLONIFERA COLORADENSE 'T GAL, CONT. 5 CXC BLUE MIST SPIREA CARYOPTERIS X GLANDONEN515 'BLUE M15T' S GAL. CONT. 5 LIH TWINBERRY HONEYSUCKLE LONICERA INVOLUCRATA 5 GAL. CONT. 6 PBP CREEPING SAND CHERRY PRUNUS 5E55EY1 'PAWNEE BUTTES' S GAL. CONT. "t RWR NATIVE WOODS ROSE R05A WOOD511 5 GAL. CONT. 6 SAW SILVER CREEPING WILLOW SALIX ARENARIA 5 GAL. CONT. 3 50G RED CORALBERRY 5YMPHORICARP05 ORBICULATUS 5 GAL. OONT. 4 505 MOUNTAIN 5NOW15ERRY 5YMPHORICARPOS OREOPHILU5 5 GAL. CONT. 6 SPN DWARF ARCTIC WILLOW 5ALIX PURPUREA NANA 5 GAL. CONT. cl 55U URAL FALSE SPIREA SORBARIA SOR51FOLIA 5 GAL. CONT. 4 VLM WAYFARING TREE VIBURNUM LANTANA 't GAL. CONT. 12 H55 BLUE AVENA 6RA55 HELIGTOTRICHON SEMPERVIRENS I GAL. CONT, 2 PBS SCHOODIG JACK PINE PINU5 BANK51ANA 'SCHOODIC' IO GAL. CONT. 2 PNM SLOWMOUND MUGO PINE PINU5 MUGO 'SLOWMOUND' IO GAL. CONT. 4 PPM MESA VERDE SPRUCE PICEA PUNGEN5 'MESA VERDE' IO GAL. CONT. GENERAL NOTES I. CONTRACTOR TO VERIFY FIELD CONDITIONS AND NOTIFY THE OWNER OF ANY D15CREPANCIES PRIOR TO PROCEEDING WITH THE WORK. 2. CONTRACTOR SHALL HAVE UTILITIES LOCATED AND STAKED AT LEAST 4a HOURS PRIOR TO BEGINNING CONSTRUCTION. 5. FURNISH AND INSTALL PLANT MATERIAL AS NOTED. ALL PLANT MATERIAL SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. SHOULD A DISCREPANCY IN QUANTITIES OCCUR, PLANT OUANTITIE5 ON PLAN SHALL TAKE PRECEDENCE OVER THOSE IN THE PLANT SCHEDULE. 4. PROVIDE A STAKED LAYOUT OF ALL PLANTING AND EDGER LOCATIONS FOR REVIEW BY LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK. 5. PLANTING BEDS SHALL CONSIST OF ORGANIC MULCH EDGED WITH STEEL EDGING. MULCH SHALL BE SHREDDED CEDAR AT 5" DEPTH, EXCEPT IN FLOWER AREAS WHERE MULCH SHALL BE 501L PEP AT 2" DEPTH, 6. PLANTING BACKFILL MIX SHALL CON515T OF 50% NATIVE TOPSOIL, AND 2O% EKO- COMPOST. 7. ALL TREES TO BE STAKED PER PLANTING DETAIL. 5. LANDSCAPE CONTRACTOR SHALL AMEND PLANTING BEDS AND LAWN AREAS WITH 4 CU. YARDS SOIL AMENDMENT AND 5 LBS. FERTILIZER PER 1000 a. PREPARATION OF NATIVE GRASS AREAS TO INCLUDE THE FOLLOWING; - LOOSEN SOIL TO A MINIMUM OF 4" DEPTH. REMOVE STONES OVER 2' IN DIAMETER, AND ANY STICKS, ROOTS, RUBBISH, OR EXTRANEOUS MATTER. - GRADE AREAS TO A SMOOTH, FREE DRAINING EVEN SURFACE W1TH A LOOSE, MODERATELY COARSE TEXTURE. REMOVE RIDGES AND FILL DEPRE55ION5 AS REOUIRED TO DRAIN. lO. ALL DISTURBED AREAS TO BE REVEGETATED WITH A "LOW GROW" NATIVE 6RA55 SEED MIX - AVAILABLE AT PAWNEE BUTTE SEED COMPANY (SOO) "tat -5147. SOWN WITH THE FOLLOWING MIX AT A RATE OF 42 lbs. PER ACRE: 10% CANBY BLUEGRASS 10% 5ANDBER6 5LUE6RA55 40% ROCKY MOUNTAIN FESCUE 40% SHEEP FESCUE II. ONE APPLICATION OF A DI- AMMONIUM PHOSPHATE FERTILIZER 1a -46 -0 AT THE RATE OF a lbs. PER 1000 s.f., SHALL BE BROADCAST PRIOR TO SEEDING. 12. MULCH ALL SOWN AREAS WITH 2" -5" OF WEED FREE STRAW, TACKIFY STRAW MULCH AREAS WITH AN APPROVED ORGANIC TACKIFIER AT THE RATE OF 120 lbs. PER ACRE. 13. ALL SEEDED AREAS WITH A SLOPE OF 2:1 OR GREATER SHALL BE CONTROLLED WITH EROSION CONTROL NETTING. 14. AFTER SEEDING, RAKE OR DRAG SURFACE OF SOIL LIGHTLY TO REINCORPORATE SEED INTO TOP I /S" OF SOIL. 15. LANDSCAPE CONTRACTOR SHALL COORDINATE WITH THE LANDSCAPE ARCHITECT THE APPROVAL OF FINISH GRADES PRIOR TO THE INSTALLATION OF IRRIGATION SYSTEM, AND ANY PLANT MATERIALS. 16. ALL BOULDERS SHALL RANGE IN SIZE FROM 25-5' IN DIAMETER. BOULDER TYPE TO MATCH EXISTING ON SITE. ALL BOULDERS TO BE APPROVED BY LANDSCAPE ARCHITECT. 1"7. ALL LANDSCAPING SHALL BE IRRIGATED BY AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. LAWN AND PERENNIAL AREAS TO BE IRRIGATED BY MEANS OF POP-UP SPRAY HEADS. TREES AND SHRUBS TO BE DRIP IRRIGATED. 18. LANDSCAPE CONTRACTOR SHALL CONNECT EXISTING GUTTER DOWN - SPOUTS TO SUBSURFACE DRAIN PIPE. SUBSURFACE DRAIN PIPE TO DAYLIGHT IN STONE BASIN AWAY FROM BUILDING, AS DIRECTED BY LANDSCAPE ARCHITECT. AT THE OWNER'S DIRECTION, DOWN - SPOUTS MAY DRAIN TO STONE SWALE DIRECTED AWAY FROM BUILDING, IN LIEU OF A SUBSURFACE DRAINAGE SYSTEM. Ia. ALL STONE USED WITHIN FOUNDATION DRIP EDGE, DRAINAGE SWALES AND BASINS, TO BE LINED WITH FILTER FABRIC. STONE SHALL BE PLACED UPON FILTER FABRIC SO THAT NO FABRIC 15 EXPOSED. 20. PAVER DRIVEWAY TO CONSIST OF BELGARD "MEGA BERGERAC" PAVERS, 5 PIECE RANDOM PATTERN. COLOR TO BE A 50 -50 BLEND OF ASHBURY HAZE AND BRITTANY BEIGE, COLORED CONCRETE BORDE"ANDING TO BE DAVIS COLOR "CLIFFSIDE BROWN" #6a04. 21. LANDSCAPE CONTRACTOR SHALL SUBMIT A WRITTEN DOCUMENT REGARDING ITS POLICY ON PLANT GUARANTEE AND REPLACEMENT TO THE OWNER. EACH GUARANTEE SHALL CONFORM TO THE MINIMUM STANDARD OF REPLACING ALL MATERIAL INCLUDING LABOR, DUE TO SICKNESS, DEATH, OR UNSATISFACTORY CONDITION OF A PLANT FOR A PERIOD OF ONE YEAR FOLLOWING THE PLANT'S INSTALLATION. 2X BALL DIA. NOTES: MIN. 1. DECIDUOUS TREES TO BE PLANTED AT OR SLIGHTLY ABOVE FINISH GRADE. 2. WATER THOROUGHLY AT THE TIME OF PLANTING. DO NOT FERTILIZE AT THE TIME OF PLANTING. 5. SAUCER RIM 15 TO BE ON DOWNHILL SIDE WHEN PLANTS ARE PLANTED ON SLOPES, BUT SHALL SURROUND PLANT WHEN ON LEVEL GROUND. DO NOT PRUNE OR DAMAGE LEADER NYLON WEBBING STRAP BITUMINOUS IMPREGNATED TREE WRAP - FASTEN TOP $ BOTTOM (FALL INSTAL- LATION ONLY) 6 LONG METAL "T" POST PAINTED GREEN MULCH SAUCER RIM (51=E NOTES) FIN15H GRADE EXISTING UNDISTURBED SUBGRADE REMOVE TOP 1/5 OF BURLAP $ ALL WIRE /METAL, ETC. BACKFILL AS SPECIFIED COMPACTED SPECIFIED BACKFILL FOR SETTING OF ROOTBALL NOT TO SCALE '� I ►�= t I `I I�::�,� 4' MAX. HEIGHT FACE OF WALL TO BE BATTERED BACK LANDSCAPE BOULDERS: BOULDERS RANGING IN 51ZE FROM 2' TO 5' IN DIAMETER, ALL BOULDERS TO APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION, LOWER COURSE OF BOULDERS TO BE BURIED A MINIMUM OF 1/2 WIDTH INTO GRADE. — ii - ir I. NOT TO SCALE NOTE: TOP OF BOULDER TO BE A MIN. OF 4' ABOVE GRADE. a► BOULDER TO MATCH EXISTING BOULDERS ON 51TE BOULDER TO HAVE ADDRE55 SANDBLASTED COPPER c INTO FACE. BOULDER TO BE JUNCTION BURIED A MIN, OF 1 /3RD IT'S WIDTH INTO GRADE. ADDRESS MARKER LI6HT -5PJ LIGHTING SPJWM_SOO REFLECTOR kCE EAOFT A PPROVA L V t l t uE OTY. SERIES MODEL LAMP VOLTAGE EIN15H I 5PJ 5PJ- WM -aoo 20 WATT 12V AG NOT TO SCALE rya e. NOT TO SCALE 5" MULCH PLANT ROOTBALL GRADE WHICH SHRUB GREW IN NURSERY SAUCER RIM FINISH GRADE r� ROOTBALL (REMOVE CONTAINER) BAOKFILL MATERIAL UNDISTURBED SOIL ON BOTTOM OF ROOTBALL Ql'i'. SERI E5 MODE LAMP VOLTAGE F I N15H 1 4 5PJ 5PJ11 -04 26 WATT 12V AG Im-mg NOT TO SCALE NOT TO SCALE • • v Illl I �� 1 VIII �� I� IM 1 2 - X BALL DIA, MINMIN. CJ SUR UND ANY , D011 DER AKDROP 04�. REFER TO TW LA4lDS APE PLAN'S FOR ALL GR DING; DRAMAGE DE,rAILS, IN ' THIS AfEA x 047. , / 047, , - ' J f I 51.5+ f / SPA ,-° 0 5 C 49 C) / / NEW IV- / l / Q ) co j 1 X J / +51.. l / r 54.4+ NEW DECK ABOVE GROUND J DECK COBBLE UNDER NEW DECK r� COLUMN (TYP,) 0 wah ON l 9 - Mai 10 .4 t 3 r Xj.5 (TOP OF BOULDER BACKDROP AT FIRE PIT) 8049.1 804. � 8045.8 / T R A C TC�.� 8045.7 / 8 8049 GENERAL CONSTRUCTION NOTES: PROPOSED STORM DRAIN LINES AND AREA INLETS MAY REQUIRE FIELD ADJUSTMENT TO ACCOMMODATE EXISTING CONDITIONS. THE SOILS ENGINEER IS TO INSPECT THE SUB- -GRADE CONDITIONS FOLLOWING DEMOLITION AND MAKE RECOMMENDATIONS FOR SUB -GRADE RE- -COMPACTION AND /OR REMOVAL /REPLACEMENT. THE SUB - -GRADE IS TO BE SCARIFIED TO A DEPTH OF 8" AND RE- -COMPACTED TO NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED TO 95% STANDARD PROCTOR DENSITY. IT IS RECOMMENDED THAT HEAT TAPES BE INSTALLED IN ALL STORM DRAIN LINE INSTALLATIONS EXCEPT SUB -- DRAINS. UTILITY LOCATIONS FOR SERVICE LINES WILL BE REQUIRED. SLEEVES FOR UTILITY SERVICE LINES MAY BE REQUIRED IF PRACTICAL UNDER DRIVEWAY LOCATIONS. SEE CONSTRUCTION DETAILS SHEET FOR DETAILS SECTIONS & NOTES. , �' ,s 8051 5 r j /Ll�_ gib_• , '- ° C? © ` » '/ �- ' ` - �✓' / / / I 0 C7 , / {( 9.25;, o , P r ROPOSED r /� '� " � 52 (TOW) � -PROPOSED j 6 NIGH CURB 18 "CMP INV. = 8064.25 / 0 8" SDR �, 7 35 INV =59x25 TAPERED FOR AT / 25 THRU EXISTING BOULDER WALL 80TH ENDS ITH / OPENINGS IF PRACTICAL / PAN RUIfNG l �` � / BEYOND TO DRAIN FLAGSTONE � O �,.�' -- / � 8058.2 TERRACE 1---- 8057.0 (SAND -SET) 8058.5 _t- t 4 PATIO 8059.2 TONE 0 8056.8 o ,ICJ*2` ` � / "� 8070.9 �-7 C EXTER CON E LO T 4 / ---- ` --8 4 / r 3 �� PROPOSED EXTER t7 0 � � J 8070.7 ©- g062, g S ARE TO BE bEE _. �. BANDf� -Ea�D IN O 8061x6 8063,3 TH AREA TO MIT*`ATE SETTLING NORTHEAST PARCEL (�Y „-' ,f 8063. `,,, 8070.5 d 0. 2267 ACRES 0 _ b ,,'� .-'; ADDRESS: 1 285 WESTHAVEN CIRCLE 0 ' -°' `\ � 8 70.4,i$ ,r' SED °a0 �.� 7,-:DER/BAN COL ORED PROPOSED 4" 0 i /' PERFORATED ° ._� CONCRET SDR 35 PVC ES 8070.7 SUBDRAIN ..I ��' � ��" C�tNG _ ('� r �.. ., j('ry� ! •° 4x 00 v V 67. T 1a q I,.� f L 1 € f 3 t+ FLAGSTONE s 6 } /§l - N1E t1UL� U. PATIO , • [ r i iqr ,,. ) '� w.. 1 .�iLE� _x (`` �-^� i } Iif`�� ..i -,M• f a k � �, t ,,. -d _: S .#� ' ; ,r r✓5 a' N'tc's.'g q ...c__„, ,...... < -wr .7:...- a t ,. ENTRY FINISH FLOOR �r � ' "" .b` t,PAN O . x 1 �...r. 8 {6 3 5 py �+ �i r f f Y t � may' {{'' "(� � / { ..6`9 V . . � SF q Iz t �, r a tr s ar t EI�tUIrJ °1 4 I I a.. _.i •- # z, d ire L 1 N x } »: § K r C g r ry - ELEVATION - 8064x10 ( EE,�^DETAIL _ 'IZ OI��b . � ''� � � � �, � ��a o �, �A.SIB + I�Af7A7� ��i�l o w , .6x4 e , 681 o i ! .jS0 DET AIL) pAR� Tf-tl SNt- 1fI.�TY s E T � v.L.^« � � � .�.,,..•• -�,, � y,..�.�... 1. l � � ,v,..•� -. � 1 t' � ,J'�"'i �.-.• ;�° W ��'" �,+I�IR5D.�"�0�'�"` N Y " -t x9 _ 4 4"T I t � , ( 08' PART` Wf�I1N PROPOSED 4 6 _ � �"� x .., ; .1.. t �._ j �.... -r- t tr � € � � � ..,� � �� s.... �' � ..w. ��, t � � �. �,•� ~� �I ,.�._.. } ,ate PERFORATED � t ... - Ft RIGHTrt7FfWAY tit c z ..w•. s ! c+r�€` SDR 35 PVC I� ! 4 05 ^" ry M t 1 4 {! ,� ..�' t�'j� , M Ib..., ., n-K 1- 4. L1 ' SUBDRAIN 0 1� z8..� '� MINIMUM SLOPE -- 6 i s t; . 8 -6) o " 0.9 ; k'` ; " ; r ya � t '� j 4 , f j 1.5'X1.5 COLUMN (TYP.) Q�t)f;� y LL a (�} t € d t ;> " K r 5 t y s i s x V PvY6"' I...� -{ kq s k d,....•...l.:y t _ f � 4 � . ., ,.r 5 . ,s`� y a3 $ s� t« �' t� �+ 3, � z 3 7�rr r ,� 70 =kli tny jyjt g YS ! Er ai r'F tY r jr +yhy x a 'i.Y PROPOSED 12 INLINE INLET x7 . [« , l S x �>''fsa . tt�`Y: r-YfSI (FIEL TO PROVIDE ! 1 jL ,� #EXIS�II�I't+OIVCR''AN Sri ff;tn'`, ', i ' 4x 1,,,,.a '", (a7Vx� .+a a fi t :r3.1 i,y 1`�}., I YMK >x POSITIVE GRADE TO GRATE) �� C .L� d �'r +f'i'g T r REIuA_ MATOHt <NEW r� t3 k# p, p1f' "R r * ... RIM ELEVATION - 63.05 63.5 I {" r + ' �aRIVEWA�Tb f�X15TING ate {{ . »€. i-«. S z r' ;�f 5 k � z S• � �a 3 �' + f.s r zY.+��� € r� ' �` *� 'w try F ,?# !! � � �` WITH 6 SDR 35 PVC - �- �+ _ r p>DGE} IA Gr° tr K L7•�- I f s S ,k £ .,a . t ,+a.. t r °' ,..,: 2'�+L s i t: tf , � "Sf, �a3y d' r't'�.t a � A q rs + s�,•, , ' ' r ,' S'' f.,: } .»-^5 11 "`"°'� 1� MIN INV -59x72 5 ,�.�" t..- -- ! x� � "" }""_ - " e Q i� ,•� ; r����t � �����' �a �;�4 }'�>'v � ��xs k� r� �t'r�+� t r# �r`� x r ,�p��,�`ak� �s;� � �! � r xt� i r � i � } tt�K 5 § *' S f Kra :r �, fr'�� F € li y rl r 5 .S zs ✓ 'S 5 1 4r'� S' '§ Y�� 7 d ... .` ... , . j }i_ .»t•a � � � >� i Js t' � r f k s. at s s d - ' �', � �' ?' 1 , l ', .^p ✓ xia S'e£ - .s�`t' �. s t{�`�1�� e��F,�.,1s�"'�¢7i' y. t { +l }��r��,�'��i� M fg �f�� a,�-1 ,?7:�' ? i}.�1.7J.,�... - ,� . >•_ X > tt_ z k1z z3 Y nd a fi �r r.YFa TRENCH DRAIN +..,».,..� `` �„� �.�.;4:t �:. e# � d� »c.wx r. s •.» .� �• „"` `"t' 0 GARAGE FINISH FLOOR - • rK +,. .,, +jF , y >K tr.ctr GRATE 8063.3 d € k 's t 7e 7i`, €x t s t - :.. (t + t s .t 5 { ( . t r.' sif r r' r P 7 3 r ELEVATION 8063x60_. y 1 _ ..L•.*.^'h"." �.{ r.5ts i # 'i� { $ ' - .v s J i, 5 r rc a y:p^^;1,..,a t2 ' A 4 k s ".1 5 3 ti ,S,i7 cy t.>sf ,s x.. r + }:� ,r. rt14 ..z}. �^}n: 1- M y ..«-E 1 �^T" 5 �37iJT• � _ ...T -M r ; �$ ,a <;r. ql�� - �J f t tF �.t 'a' !¢� r�S t�: { Pe��f 3 �s,' x � ° +€ s,.[;�'>S'.v.F""1'x y�ta �r 1?.�ttiF�t,�1 >u�t�/�+ J, t. 9 -t . +dry s �f. d r lg.�� Y,,.- 1.....«§ iy � 1 L.6. 1 y ::K�s } �.5 �l.Pv...l� i.�d%S rl.$f �.` � �'. t y 9 v� � /�"F � �+�' i^ j 5:. 3 rrr+>;S+,x#,''' s :?,��� F�r, t , ✓! r`d t�,� � � " PROPOSED 4 TRENCH DRAIN ,J.,� -E � }� ... =t ..w ...t"9�..�- { °`:•�" � Q ��:� k } �t �f ail �,�a' (SEE DETAIL) 1 8" ! P G GRATE Iy qtr 1 f '^i } L f O Q f 6 N SDR 35 �4 „.-., t,�.. M 4 5 r ;r r r r ,, + g rr,a 5 s rr F ,7 Apr r. Hr }.b lrt I fr- t 4 ra fi �{ rh { - 8063x47 * w i{ _ IN if :i 9.- Z > PVC INVERT OUT= 59.77u'` 1 L!s t f y x 5 ��� "$ t t flt4 5 f5 j s : J�;„ {ij�y� { r y, j a v x dx F� ' ll ' ° `�, rY l { K ¢S at {1 =iFtr, PROPOSED 4 3 t FsrJK j rF? Srur } {j } ,Fdf r', ts' r €s * 's .-.,. ..3• "-• �'`d ..- 1 � a � }r t t T" "1 "7�'a trto d.. ,�s;. r1 �- ;� '' 7.. �e ``,� }• # t. - +{-d` } + t 7t' kb"'' PERFORATED I1 SDR 35 PVC d"fi.r 3 FS.t PROPOSED 12 INLINE INLET 2.5• < R � t Y � ,? : d SUBDRAIN t f x jt* rttti 1 s' ;Ab € rt r , rt{ v {FIELD ADJUST TO PROVIDE t t . i�a' y t ,, i t F r a r e r t ft rti•S` r "`" w.{ . r } 3 t i y 5> r r �,ry+ 1 ...•.•- ^,...t•. d`t f "�fii t Fa "t a c K { J d4 " < POSITIVE GRADE TO GRATE) 65,8 rt } Nr " RIM ELEVATION - 63.05 Y! WITH 6 SDR 35 PVC O �ZJ -- �'"� 0 1% MIN INV =60.01 8015 K r x rFr fi t yj Yl 3+ r + a i ; t b $ ` r ' >' c r .1 t.+•�^` . { y; �� 1�F �a,..a�,. ;i "� w'�.1 Si n+m'y y �� "�. "?t. , ^.d,. � 4:1 6 PVC ,I �IY / 64.86 FLAGSTONE STEPPING STONES [m EXISTING CONCRETE PATIO & WALK I LOT 47 SOUTHWEST PARCEL C Ll 4,4 2.5:1 / 6 x1 4 / d d � / a s�? ��',: X" t yx`FK�zt s Y yP i 7 r trlr ry e �S.j, � .'I�' t �r ri '�t f - SF���� � � 4� �•N � r� SANITARY SEWER MANHOLE RIM ELEV.= 8070.7 8 "(NE) INV. IN= 8058.8 8 "(SW) INV. IN= 8058.8 8" (NW) INV. OUT = 8058,7 R l Mi 1 CONTOUR INTERVAL 1 i SHEET cl no �c�7x86 u y ,i rf' `' 3 - .rx Jtta g r i a is CE 'S t e' t S" t ti i F4 b 5 F } r F T T ,!t 1: 2: rY 4, 3b { b IC G• 3 S 5 � ✓' 3 f •7•." s s��Y4 {y T 1, y t a „?�`r t e s� f r' i gr ' k , # ur�'�.J r [b✓ i r��rt t " Jj y r8 � �x � r �s �1 ' fix?• �' +t $ ���f i :+'� J Y" € K � ���� r � 5 }� 3 ��.� i3 , s K P ° �� t st} a ,�4 tr 't;.} 3a '���tY. ���� 7`p�w�r: �f�� �} '' +x rr�( e �{ C.,�' �n'�1'1�. fir_,.- ' #rE �'�j t }+,� �' T zr'xr"raK I } � K c r) K t pf� r +�r� Yt yp'�'4`,pt�t�, , `t ^ '*..3 Ta '. a � + „��` xa �,� ,�T�'�t °^ �� � K •f'E" k a i'w � r a ? `.- S SANITARY SEWER MANHOLE RIM ELEV.- 8071.3 8 INV. OUT = 8062.7 (PROJECT BENCHMARK) YV V kAA/ NA A 8070.9 P STORM MANHOLE RIM ELEV. =8070.8 I'N i t 3 r Xj.5 (TOP OF BOULDER BACKDROP AT FIRE PIT) 8049.1 804. � 8045.8 / T R A C TC�.� 8045.7 / 8 8049 GENERAL CONSTRUCTION NOTES: PROPOSED STORM DRAIN LINES AND AREA INLETS MAY REQUIRE FIELD ADJUSTMENT TO ACCOMMODATE EXISTING CONDITIONS. THE SOILS ENGINEER IS TO INSPECT THE SUB- -GRADE CONDITIONS FOLLOWING DEMOLITION AND MAKE RECOMMENDATIONS FOR SUB -GRADE RE- -COMPACTION AND /OR REMOVAL /REPLACEMENT. THE SUB - -GRADE IS TO BE SCARIFIED TO A DEPTH OF 8" AND RE- -COMPACTED TO NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED TO 95% STANDARD PROCTOR DENSITY. IT IS RECOMMENDED THAT HEAT TAPES BE INSTALLED IN ALL STORM DRAIN LINE INSTALLATIONS EXCEPT SUB -- DRAINS. UTILITY LOCATIONS FOR SERVICE LINES WILL BE REQUIRED. SLEEVES FOR UTILITY SERVICE LINES MAY BE REQUIRED IF PRACTICAL UNDER DRIVEWAY LOCATIONS. SEE CONSTRUCTION DETAILS SHEET FOR DETAILS SECTIONS & NOTES. , �' ,s 8051 5 r j /Ll�_ gib_• , '- ° C? © ` » '/ �- ' ` - �✓' / / / I 0 C7 , / {( 9.25;, o , P r ROPOSED r /� '� " � 52 (TOW) � -PROPOSED j 6 NIGH CURB 18 "CMP INV. = 8064.25 / 0 8" SDR �, 7 35 INV =59x25 TAPERED FOR AT / 25 THRU EXISTING BOULDER WALL 80TH ENDS ITH / OPENINGS IF PRACTICAL / PAN RUIfNG l �` � / BEYOND TO DRAIN FLAGSTONE � O �,.�' -- / � 8058.2 TERRACE 1---- 8057.0 (SAND -SET) 8058.5 _t- t 4 PATIO 8059.2 TONE 0 8056.8 o ,ICJ*2` ` � / "� 8070.9 �-7 C EXTER CON E LO T 4 / ---- ` --8 4 / r 3 �� PROPOSED EXTER t7 0 � � J 8070.7 ©- g062, g S ARE TO BE bEE _. �. BANDf� -Ea�D IN O 8061x6 8063,3 TH AREA TO MIT*`ATE SETTLING NORTHEAST PARCEL (�Y „-' ,f 8063. `,,, 8070.5 d 0. 2267 ACRES 0 _ b ,,'� .-'; ADDRESS: 1 285 WESTHAVEN CIRCLE 0 ' -°' `\ � 8 70.4,i$ ,r' SED °a0 �.� 7,-:DER/BAN COL ORED PROPOSED 4" 0 i /' PERFORATED ° ._� CONCRET SDR 35 PVC ES 8070.7 SUBDRAIN ..I ��' � ��" C�tNG _ ('� r �.. ., j('ry� ! •° 4x 00 v V 67. T 1a q I,.� f L 1 € f 3 t+ FLAGSTONE s 6 } /§l - N1E t1UL� U. PATIO , • [ r i iqr ,,. ) '� w.. 1 .�iLE� _x (`` �-^� i } Iif`�� ..i -,M• f a k � �, t ,,. -d _: S .#� ' ; ,r r✓5 a' N'tc's.'g q ...c__„, ,...... < -wr .7:...- a t ,. ENTRY FINISH FLOOR �r � ' "" .b` t,PAN O . x 1 �...r. 8 {6 3 5 py �+ �i r f f Y t � may' {{'' "(� � / { ..6`9 V . . � SF q Iz t �, r a tr s ar t EI�tUIrJ °1 4 I I a.. _.i •- # z, d ire L 1 N x } »: § K r C g r ry - ELEVATION - 8064x10 ( EE,�^DETAIL _ 'IZ OI��b . � ''� � � � �, � ��a o �, �A.SIB + I�Af7A7� ��i�l o w , .6x4 e , 681 o i ! .jS0 DET AIL) pAR� Tf-tl SNt- 1fI.�TY s E T � v.L.^« � � � .�.,,..•• -�,, � y,..�.�... 1. l � � ,v,..•� -. � 1 t' � ,J'�"'i �.-.• ;�° W ��'" �,+I�IR5D.�"�0�'�"` N Y " -t x9 _ 4 4"T I t � , ( 08' PART` Wf�I1N PROPOSED 4 6 _ � �"� x .., ; .1.. t �._ j �.... -r- t tr � € � � � ..,� � �� s.... �' � ..w. ��, t � � �. �,•� ~� �I ,.�._.. } ,ate PERFORATED � t ... - Ft RIGHTrt7FfWAY tit c z ..w•. s ! c+r�€` SDR 35 PVC I� ! 4 05 ^" ry M t 1 4 {! ,� ..�' t�'j� , M Ib..., ., n-K 1- 4. L1 ' SUBDRAIN 0 1� z8..� '� MINIMUM SLOPE -- 6 i s t; . 8 -6) o " 0.9 ; k'` ; " ; r ya � t '� j 4 , f j 1.5'X1.5 COLUMN (TYP.) Q�t)f;� y LL a (�} t € d t ;> " K r 5 t y s i s x V PvY6"' I...� -{ kq s k d,....•...l.:y t _ f � 4 � . ., ,.r 5 . ,s`� y a3 $ s� t« �' t� �+ 3, � z 3 7�rr r ,� 70 =kli tny jyjt g YS ! Er ai r'F tY r jr +yhy x a 'i.Y PROPOSED 12 INLINE INLET x7 . [« , l S x �>''fsa . tt�`Y: r-YfSI (FIEL TO PROVIDE ! 1 jL ,� #EXIS�II�I't+OIVCR''AN Sri ff;tn'`, ', i ' 4x 1,,,,.a '", (a7Vx� .+a a fi t :r3.1 i,y 1`�}., I YMK >x POSITIVE GRADE TO GRATE) �� C .L� d �'r +f'i'g T r REIuA_ MATOHt <NEW r� t3 k# p, p1f' "R r * ... RIM ELEVATION - 63.05 63.5 I {" r + ' �aRIVEWA�Tb f�X15TING ate {{ . »€. i-«. S z r' ;�f 5 k � z S• � �a 3 �' + f.s r zY.+��� € r� ' �` *� 'w try F ,?# !! � � �` WITH 6 SDR 35 PVC - �- �+ _ r p>DGE} IA Gr° tr K L7•�- I f s S ,k £ .,a . t ,+a.. t r °' ,..,: 2'�+L s i t: tf , � "Sf, �a3y d' r't'�.t a � A q rs + s�,•, , ' ' r ,' S'' f.,: } .»-^5 11 "`"°'� 1� MIN INV -59x72 5 ,�.�" t..- -- ! x� � "" }""_ - " e Q i� ,•� ; r����t � �����' �a �;�4 }'�>'v � ��xs k� r� �t'r�+� t r# �r`� x r ,�p��,�`ak� �s;� � �! � r xt� i r � i � } tt�K 5 § *' S f Kra :r �, fr'�� F € li y rl r 5 .S zs ✓ 'S 5 1 4r'� S' '§ Y�� 7 d ... .` ... , . j }i_ .»t•a � � � >� i Js t' � r f k s. at s s d - ' �', � �' ?' 1 , l ', .^p ✓ xia S'e£ - .s�`t' �. s t{�`�1�� e��F,�.,1s�"'�¢7i' y. t { +l }��r��,�'��i� M fg �f�� a,�-1 ,?7:�' ? i}.�1.7J.,�... - ,� . >•_ X > tt_ z k1z z3 Y nd a fi �r r.YFa TRENCH DRAIN +..,».,..� `` �„� �.�.;4:t �:. e# � d� »c.wx r. s •.» .� �• „"` `"t' 0 GARAGE FINISH FLOOR - • rK +,. .,, +jF , y >K tr.ctr GRATE 8063.3 d € k 's t 7e 7i`, €x t s t - :.. (t + t s .t 5 { ( . t r.' sif r r' r P 7 3 r ELEVATION 8063x60_. y 1 _ ..L•.*.^'h"." �.{ r.5ts i # 'i� { $ ' - .v s J i, 5 r rc a y:p^^;1,..,a t2 ' A 4 k s ".1 5 3 ti ,S,i7 cy t.>sf ,s x.. r + }:� ,r. rt14 ..z}. �^}n: 1- M y ..«-E 1 �^T" 5 �37iJT• � _ ...T -M r ; �$ ,a <;r. ql�� - �J f t tF �.t 'a' !¢� r�S t�: { Pe��f 3 �s,' x � ° +€ s,.[;�'>S'.v.F""1'x y�ta �r 1?.�ttiF�t,�1 >u�t�/�+ J, t. 9 -t . +dry s �f. d r lg.�� Y,,.- 1.....«§ iy � 1 L.6. 1 y ::K�s } �.5 �l.Pv...l� i.�d%S rl.$f �.` � �'. t y 9 v� � /�"F � �+�' i^ j 5:. 3 rrr+>;S+,x#,''' s :?,��� F�r, t , ✓! r`d t�,� � � " PROPOSED 4 TRENCH DRAIN ,J.,� -E � }� ... =t ..w ...t"9�..�- { °`:•�" � Q ��:� k } �t �f ail �,�a' (SEE DETAIL) 1 8" ! P G GRATE Iy qtr 1 f '^i } L f O Q f 6 N SDR 35 �4 „.-., t,�.. M 4 5 r ;r r r r ,, + g rr,a 5 s rr F ,7 Apr r. Hr }.b lrt I fr- t 4 ra fi �{ rh { - 8063x47 * w i{ _ IN if :i 9.- Z > PVC INVERT OUT= 59.77u'` 1 L!s t f y x 5 ��� "$ t t flt4 5 f5 j s : J�;„ {ij�y� { r y, j a v x dx F� ' ll ' ° `�, rY l { K ¢S at {1 =iFtr, PROPOSED 4 3 t FsrJK j rF? Srur } {j } ,Fdf r', ts' r €s * 's .-.,. ..3• "-• �'`d ..- 1 � a � }r t t T" "1 "7�'a trto d.. ,�s;. r1 �- ;� '' 7.. �e ``,� }• # t. - +{-d` } + t 7t' kb"'' PERFORATED I1 SDR 35 PVC d"fi.r 3 FS.t PROPOSED 12 INLINE INLET 2.5• < R � t Y � ,? : d SUBDRAIN t f x jt* rttti 1 s' ;Ab € rt r , rt{ v {FIELD ADJUST TO PROVIDE t t . i�a' y t ,, i t F r a r e r t ft rti•S` r "`" w.{ . r } 3 t i y 5> r r �,ry+ 1 ...•.•- ^,...t•. d`t f "�fii t Fa "t a c K { J d4 " < POSITIVE GRADE TO GRATE) 65,8 rt } Nr " RIM ELEVATION - 63.05 Y! WITH 6 SDR 35 PVC O �ZJ -- �'"� 0 1% MIN INV =60.01 8015 K r x rFr fi t yj Yl 3+ r + a i ; t b $ ` r ' >' c r .1 t.+•�^` . { y; �� 1�F �a,..a�,. ;i "� w'�.1 Si n+m'y y �� "�. "?t. , ^.d,. � 4:1 6 PVC ,I �IY / 64.86 FLAGSTONE STEPPING STONES [m EXISTING CONCRETE PATIO & WALK I LOT 47 SOUTHWEST PARCEL C Ll 4,4 2.5:1 / 6 x1 4 / d d � / a s�? ��',: X" t yx`FK�zt s Y yP i 7 r trlr ry e �S.j, � .'I�' t �r ri '�t f - SF���� � � 4� �•N � r� SANITARY SEWER MANHOLE RIM ELEV.= 8070.7 8 "(NE) INV. IN= 8058.8 8 "(SW) INV. IN= 8058.8 8" (NW) INV. OUT = 8058,7 R l Mi 1 CONTOUR INTERVAL 1 i SHEET cl no �c�7x86 u y ,i rf' `' 3 - .rx Jtta g r i a is CE 'S t e' t S" t ti i F4 b 5 F } r F T T ,!t 1: 2: rY 4, 3b { b IC G• 3 S 5 � ✓' 3 f •7•." s s��Y4 {y T 1, y t a „?�`r t e s� f r' i gr ' k , # ur�'�.J r [b✓ i r��rt t " Jj y r8 � �x � r �s �1 ' fix?• �' +t $ ���f i :+'� J Y" € K � ���� r � 5 }� 3 ��.� i3 , s K P ° �� t st} a ,�4 tr 't;.} 3a '���tY. ���� 7`p�w�r: �f�� �} '' +x rr�( e �{ C.,�' �n'�1'1�. fir_,.- ' #rE �'�j t }+,� �' T zr'xr"raK I } � K c r) K t pf� r +�r� Yt yp'�'4`,pt�t�, , `t ^ '*..3 Ta '. a � + „��` xa �,� ,�T�'�t °^ �� � K •f'E" k a i'w � r a ? `.- S SANITARY SEWER MANHOLE RIM ELEV.- 8071.3 8 INV. OUT = 8062.7 (PROJECT BENCHMARK) YV V kAA/ NA A 8070.9 P STORM MANHOLE RIM ELEV. =8070.8 A IN : W'M FINISH GROUND OVERLAP (SEE PLANS) 12' MIN GENERAL NOTES: ,"c'; �" ,, ; ,�ti� SEE PLANS FOR ' s. > 12" MIN. PROPOSED FINISH ". ". '- 4 `. `,4 ..{ SURFACE. PESAKLAND .TANTS INC, u >• ,� >' 047600 FAX971)#7"MO ALL SITE CONCRETE SHALL BE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4500 psi �' +orrouo�rsux vA�,coe +e67 NOTE: FILTER MATERIAL 2" TO MATCH A CONCRETE PAN, THE AND BE AIR ENTRAINED (ABOUT 5% TO 7 %). THE CONCRETE SHALL BE REINFORCED WITH (CLASS A) :f ar 18" DIMENSION FROM EDGE TO EITHER 1.5 POUNDS OF REINFORCING FIBERS PER CUBIC YARD OF CONCRETE W 1.4 x W ��' " CDOT CLASS P ` 7 � 2,5" MIN., TYPICAL FLOW -LINE REQUIRES A 1 -1/2 DEPTH. / GUTTER 1.4, 6" x 6" WELDED WIRE MESH OR #3 REINFORCING BARS AT 18" ON CENTER BOTH 4" PERFORATED �� ��' RIGID, SDR 35 PVC UN r n N WAYS SET AT THE BOTTOM OF THE- SLAB. SEE DE a INVERT ELEVATIONS; �} M a THE CONTRACTOR IS TO SUBMIT A CONCRETE MIX DESIGN TO THE ENGINEER FOR APPROVAL ( CLASS IL (DRAINAGE) SAX, PRIOR TO THE PLACEMENT OF ANY SITE CONCRETE. 1$ MIN. LU t COMPACTED CLASS THE CONTRACTOR IS TO VERIFY SUB -GRADE CONDITIONS WITH THE SOILS ENGINEER FOR PIPE UNDERDRAIN FIIIIIIIIIII 1 (�� 6 ROADBASE ' RECOMMENDED MATERIAL AND COMPACTION. 0 f �i,'•� /f \ �% \ �rr \ �;�, \ \ /,��/ / .��, \,� /�\ ,� �,\ \ , \ f \ f \ ,f�,1 \ , \ ./j.�/,� \ /,f \ \ /, ; THE CONTRACTOR IS TO COORDINATE WITH THE SOILS ENGINEER FOR ALL CONCRETE PROPOSED EXISTING GAPS i \ \/ ��` \ f�j��f��/ \ f �f ; �ff�t r � /�frf�✓ \\ f \ / \ / f \��1� f j� f \ f\\\ COMPACTED SUBGRADE r TRENCH BACKFILL D BETWEEN BOULDERS SPECIFICATIONS AND ADD MIXTURES. GRADE �.'-' f `� /N' I' N. CLASS C THE CONTRACTOR IS TO COORDINATE WITH THE SOILS ENGINEER FOR INTERIOR AND ROADBASE \,' z EXTERIOR PAVING STONE BAND DOWEL REQUIREMENTS INTO THE ADJACENT CONCRETE `,-' '�'` w PROPOSED STORM DRAIN SUB -- SLABS, VERIFY SPACING, LENGTH AND MATERIAL SPECIFICATIONS. o PIPE OUTFALL SEE NOTES: �/. r � PLANS FOR PROPOSED PROPOSED CONCRETE DRAINAGE PAN INVERT ELEVATION LU WITHIN THE TOWN OF 1. CONCRETE SHALL BE COOT CLASS P REINFORCED WITH FIBROUS TO BE INSTALLED WIT THE CONTRACTOR IS TO COORDINATE WITH THE MECHANICAL PLANS FOR SNOW -MELT ZONE % '" CONCRETE REINFORCING AT THE RATE OF 1,5 LBS /CY, a VAIL RIGHT OF WAY AT THE TOP OF SIZE AND TUBING SPACING AS W %' �� ELL AS MATERIAL SPECIFICATIONS. ,--\ s «� cry 2. SUBGRADE AND ROADBASE SHALL BE COMPACTED TO 95 % OPTIMUM THE PROPOSED DRIVEWAY IF REQUIRED f > w PROPOSED STORM DENSITY IN ACCORDANCE WITH AASHTO T99. BY THE TOWN CODE. STORM t° Q DRAIN PIPE APPROX. 1.0' Uj . 0 SEWER' /� SEE PLANS a 3, IN SOME SITUATIONS, ASPHALT MAY BE USED FOR PAN, HOWEVER, THE CONTRACTOR IS TO COORDINATE WITH THE MECHANICAL PLANS FOR INSTALLATION AND PIPE {" THE MEASUREMENTS MUST MEET THESE REQUIREMENTS. MATERIAL SPECIFICATIONS FOR HEAT TAPES IN PROPOSED STORM DRAIN LINES. � '1 ��\� ��� EXISTING � _j �� IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE WITH THE TOWN OF VAIL FOR ALL -,-- r GRADE K °�`T°�"�""' Department of Public Works /Transportation °A 3 / 1 /96 PERMIT REQUIREMENTS AND CODE COMPLIANCE. U NDIST O U N R ED f TRENCH SUBGRAaE 0 0 MAL "UMBEL: V .. Z 4VA11 DRAINAGE PAN r IVW CONCRETE GUTTER PAN 240 STORM SEWER PI BEDDING BO ULDER WALL WITH STORM DRAIN OUTEALL U Q Z ' PROPOSED 0 1.L 2" WEEP SAND SET EXISTING GARAGE FLOOR 24" HOLES, SEE PAVING STONES, 2" DIA, WEEP HOLES 0 UPHILL EDGE OF tS -1 2" 1 (SEE PLANS FOR ELEVATIONS) NEXT DETAIL. RE: LANDSCAPE CONCRETE FILLED W/ PEA GRAVEL 012'" ON 1 ;' PLANS, CENTER SPACING. COVER ALL HOLES WITH MIRAFI M 140N GEOTEXTILE FABRIC. om ( i A y .. . ,., •.. .. A '" BARRIER 1' % ' • 6 GUTTER Uj ;.. • ac ..-0 IN V ,+ ERT ;�� "t ;.' �':',�:.��::'— rl; : 1 1 y PROPOSED 6 1�:• -�— 1 PROPOSED COLORED CONCRETE PAVING STONE SAND SET : "•, ..�.` ...,�• : , „ a... ; • <'; :. ; • '; . F ...� ; ' • a... ,• •A':. !� •.; . ' ' • d ° ' ''� ' .. 4 , . d SEE �� PAVING STONES, : ': �: ' :: ' : y - ::' '' : :� rt : •' < p�S 1 I j „ ` --� BAND, SEE LANDSCAPE PLANS FOR COLOR & SEE FINI RE: LANDSCAPE t • y • 9 • .: t .. .. :• < .4 <' E , ' t. i •' d�• ¢ .d •AV •A. 2 . i„ SH, SEE PLANS FOR LOCATION, 1 . ✓ 6 Fam A :' .. ,, " AV Aft , PLANS PLANS. s. .: AA �x E• Y• < 3 �V ,r( f / \� 1 �i. [' • •.t. *. A .a. • a. �A li •y. 7. 4 MINIMUM COMPACTED . r. • 1 < e .a T :i is' CLASS 6 BASE COURSE. c7 Q ll, ll f/ // l/ i ` ` 4 "� CAST IRON H -20 \\' \ \ / \\ :.. © a d4 r� Q RATED GRATE BLACK IRON BAR GRATE 4 » MINIMUM COMPACTED f\ /�r / ,�` / \ \ f\fff \ff \/ » MINIMUM Q f f \� O�ACBGRADI\��`r \\� \\ \``�� \ \�`� \� \��\�\ / / \\ \\\ \ \� MINIMUM \t >' . 12 , > CLASS 6 BASE COURSE. \r\'\/' \./\. ` \ /\. ' /' \r� \ /`\ \/�\ �' SAND BED WITH SNOW 4 CLASS s J f f \/ \/ \/ �/ / /�/ /1r. //,.,/,��/ ,/ /, » \"I N / \�f \�'� \�`'' \ \ / \�`f \ \/�` .f'` \ �`i \/ /\ ' j \\ TUBING, RE: MECHANICAL AND 13ASE COURSE N \�r \ \f � f \\ / \ \f`\\f `\ / BASE COURSE \x `. `,\\���/ LANDSCAPE PLANS. /,�' /'/ ''/ // /,/ 'f /� \// f \ / / \ //� \ //� // SAND BED WITH SNOW -MELT --_ TUBING, RE: MECHANICAL AND LANDSCAPE PLANS. PROPOSED DOWELS INTO BAND AND 5" CONCRETE SUB -SLAB PER THE SOILS ENGINEER IS TO INSPECT THE ADJACENT SUB —SLAB, #5 EPDXY COATED SOILS ENGINEER WITH FIBER 5" CONCRETE SUB —SLAB PER C SUB —GRADE CONDITIONS FOLLOWING DEMOLITION RE —BAR 12" LONG AND AT 24 "" ON REINFORCEMENT, WELDED AND MAKE RECOMMENDATIONS FOR SUB — GRADE. WIRE MESH OR REINFORCING SOILS ENGINEER WITH FIBER COMPACTION AND /OR REMOVAL /REPLACEMENT, m CENTER SPACING. RE SOILS ENGINEERS BARS AS APPROVED BY THE REINFORCEMENT WELDED EXTERIOR PAVING STONE BANDS AND CURB WILL REQUIRE RECOMMENDATION FOR LENGTH, SPACING ENGINEER, E MESH OR REINFORCING AND MATERIAL SPECS, BARS AS APPROVED BY THE DOWELS INTO THE ADJACENT CONCRETE SUB -SLAB. ENGINEER. VERIFY SPACING, LENGTH AND MATERIAL SPECIFICATIONS COORDINATE WITH THE PROPOSED LANDSCAPE PLANS FOR CONCRETE COLOR, WITH RECOMMENDATIONS FROM THE SOILS ENGINEER, ADAPTOR FINISH AND TEXTURE. INSTALL ZURN HDPE Z -886 4" WIDE FOR 5"' COORDINATE WITH LANDSCAPE PLANS FOR TYPE AND SPECIFICATIONS FOR PERMA— TRENCH TRENCH DRAIN or equivalent. SDR -35 PVC PAVING STONES. ADHERE R MANUFACTURER INSTALLATION SEE PLANS FOR FINISH GRADE, VERIFY CONCRETE SPECIFICATIONS WITH HUB OUTLET LOCATIONS, TUBING SIZE AND SPECIFICATION AND ZONE AREAS. COORDINATE WITH THE MECHANICAL PLANS FOR SNOW MELT SUPPLY LINE INSTRUCTIONS LOCATIONS AND ELEVATIONS. RECOMMENDATIONS BY THE SOILS ENGINEER. Z ', 6 $$ O TRENCH DRAIN . 6" CONCRETE BARRIER CURB WITH PAN NYLOPLAST IN --LINE AREA GRAIN w 24" PROPOSED COLORED CONCRETE PAVING STONE 12" PROPOSED DOWELS INTO BAND AND ADJACENT SUB —SLAB. #5 ., 2 i BAND, SEE LANDSCAPE PLANS FOR COLOR & EPDXY COATED RE —BAR 12" LONG AND AT 24 "` ON CENTER MA FINISH, SEE PLANS FOR LOCATION. S SPACING. RE: SOILS ENGINEERS RECOMMENDATION FOR P LENGTH, SPACING AND MATERIAL SPECS, 12 "" SEE PLANS FOR GRADING. CDOT CLASS P ROANS CONCRETE GUTTER 0 0 o 0 0 0 o L G� 0.5:1 BATTER TYPICAL c; 3.5 MAX, Z v. .<. "• ' I MINI HEIGHT Cie, 4 " CLASS 6 • v. N b' g A n 6 r \� \�� , BASE COURSE \f COMPACTED sUBGRADE/ / 3/4 WASHED ROCK 2-,3' BOULDERS 4" MINIMUM `\` �� \ �� �� `,\ \�*• NOMINAL SIZE / / /� MIRAFI 140N OR I �• ��.� � COMPA /j /f ,/,/ / / / \.'/ /f \/,/� SAND BED WITH SNOW —MELT • CLASS 6 �f \ \ if f�' TUBING, RE: MECHANICAL AND EQUIV. GEOFABRIC `'"`� �� •, z » MINIMUM ROAD BASE �1 �,,.,j\ , LANDSCAPE PLANS. % BASE COURSE //'\f/ \./ \' \ /\f1 \�� r� �`� \. � 5 CONCRETE SUB -SLAB PER WITH FIBER \ \ \ \ COMPACTED SUBGRADE \ /f� \ ,�,�fi ,�,f \ ,r�/, ,.f , �,`/�f/ ��, \f f�; ,•, REINFORCEMENT, WELDED \ \�'`�, / \/\ �``. /\ / \/�\ /\/�\ / \ / \�` WIRE MESH OR REINFORCING OR DOUBLE—SIDED \ \f \ \f \\ \`� \ \ ��` \ \`� j ; \ f \\ M I RADRAI N EXTERIOR PAVING STONE BANDS AND CURB WILL REQUIRE BARS AS APPROVED BY THE DRAWN RSH THE SOILS ENGINEER IS TO INSPECT THE DOWELS INTO THE ADJACENT CONCRETE SUB - -SLAB. ENGINEER. DESIGNED BY: RSH SUB —GRADE CONDITIONS FOLLOWING DEMOLITION VERIFY SPACING, LENGTH AND MATERIAL SPECIFICATIONS BURY V INTO REVIEWED: LML AND MAKE RECOMMENDATIONS FOR SUB —GRADE WITH RECOMMENDATIONS FROM THE SOILS ENGINEER 4 }� PERFORATED PVC NATURAL SOILS COORDINATE WITH THE PROPOSED LANDSCAPE PLANS FOR CONCRETE COLOR, COMPACTION AND /OR REMOVAL /REPLACEMENT. DRAIN TO DAYLIGHT OR SITE PLC JOB #: 1 720 FINISH AND TEXTURE. STORM LINES � 1 � MIN. SLOPE DATE: 02/1 S /2010 COORDINATE WITH LANDSCAPE PLANS FOR TYPE AND SPECIFICATIONS FOR „rya VERIFY CONCRETE SPECIFICATIONS WITH SEE PLANS FOR FINISH GRADE, PAVING STONES, NOTE: THE CONTRACTOR IS TO INSTALL MIRAFI 140N FILTER COORDINATE WITH THE MECHANICAL PLANS FOR SNOW MELT SUPPLY LINE RECOMMENDATIONS BY THE SOILS ENGINEER. LOCATIONS AND ELEVATIONS. I�E R�?� ��� >,, LOCATIONS, TUBING SIZE AND SPECIFICATION AND ZONE AREAS, l ► "'}j F APP rm� FABRIC (OR EQUIVALENT) FOR FULL HEIGHT BEHIND SHEEN' `" ly t0 BOULDERS. SEE PLANS FOR BOULDER WALL LOCATIONS. 2 ' __ ,24"; CONCRETE DRAINAGE PAN THICKENED EXTERIOR PAVING STONE BAND TYPICAL BOULDER RETAINING WALL SE TION C" 2 0 GENERAL NOTES 1. DATE OF TOPOGRAPHY. DECEMBER 01. 2009. ` 2 PROJECT BENCHMARK: S�IT���W�H0£|N�=0���(�DR�N� ` ` ' 3. BASIS OF BEARI THE FOUND MONUMENTS MARKING THE NORTHEAST CORNER OF 0T47 AND THE NORTHWEST CORNER OF LOT 49 BEING S58*56'22"W— 392.42' (NOT SHOWN ON DRAWING) 4. LOT 47 IS SUBJECT TO RIGHTS AND EASEMENTS FOR NAVIGATION AND FISHERY IN FAVOR OF THE PUBLIC MICH MAY EXIST OVER THAT PORTION OF SAID LAND LYING BENEATH THE WATERS OF GORE CREEK. 5. PEAK LAND SURVEYING, INC. D0 NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS—OF—WAY OF RECORD. RECORD DOCUMENTS UTILIZED IN THIS TOPOGRAPHIC MAP WERE PROVIDED BY LAND TITLE GUARANTEE COMPANY, ORDER No, V50023954 DATED DECEMBER OQ 2008. AT 5: 00 P.M., O. N0110E: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT |N THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON, SURVEYOR'S CERTIFICATE | BRENT BIGGS, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. FDTLW BRENT8IGGS COLORADO P.LS.No. FOR & ON BEHALF OF PEAK LAND CONSULTANTS, INC. .'e� ��� �� �,�" — r, SOUTHWEST PARCEL LOT ��� �^ ��� " -rx� PEAK LAND CONSULTANTS, DgC ^� ma(970)4768644 nuz:(970)476-8616 ,^ mnocoONNS RIDGE LOOP v^u^Cnu16Dr LINE TABLE 8049.5 SANITARY SEWER MANHOLE RIM ELEV.=8071.3 (PROJECT BENCHMARK) 8059.2 4� "42.9 8070.7 R WITH FOUND #5 REBA\ 8063.4 .80 .5' ALUMINUM CAP L.S.# 11648 4 FLAGS NE 8070.4 / /8070.8 PATIO STORM INLET GRATE ELEV.=8070.2 COLUMN (TYP. 8069.5 CONCRETE IV DRIVEWAY 4 � 1 4 -8066.1 A STORM MANHOLE 6064.8 8074D.9 SANITARY SEWER MANHOLE RIM ELEV.=8070.7 -8064.2 4 TRENCH DRAIN GRATE 8063.3, 43.9 8071.2 lb COMMON UTILITY EASEMENT (RECEPTION No. 445859) Z-- 8071.7 MAR 17 2010 GRAPHIC SCALE 10 0 5 10 20 IN FEET �� -~---- --~ 1 R ." ' , ` PARTIAL TOPOGRAPHIC MAP �������� ����������' m�u=n����m� wm��mn��m* � NORTHEAST PARCEL OF A ���� ���� � ~�",", , °�= = °" ��� a � w � PLAT GLEN LYON SUBDIVISION, TOWN / SANITARY SEWER MANHOLE \ 0W ELEX=8071.7 ~'' ^^'�''� -- � VAIL, EAGLE COUNTY, COLORADO — E |N\( |N=BDG5.� 8 `~~v 2�x�0' COLUMN (TYP.) / FOUND #5 REBAR � < ~ � ~ '^ 8049.5 SANITARY SEWER MANHOLE RIM ELEV.=8071.3 (PROJECT BENCHMARK) 8059.2 4� "42.9 8070.7 R WITH FOUND #5 REBA\ 8063.4 .80 .5' ALUMINUM CAP L.S.# 11648 4 FLAGS NE 8070.4 / /8070.8 PATIO STORM INLET GRATE ELEV.=8070.2 COLUMN (TYP. 8069.5 CONCRETE IV DRIVEWAY 4 � 1 4 -8066.1 A STORM MANHOLE 6064.8 8074D.9 SANITARY SEWER MANHOLE RIM ELEV.=8070.7 -8064.2 4 TRENCH DRAIN GRATE 8063.3, 43.9 8071.2 lb COMMON UTILITY EASEMENT (RECEPTION No. 445859) Z-- 8071.7 MAR 17 2010 GRAPHIC SCALE 10 0 5 10 20 IN FEET �� -~---- --~ 1 R ." ' , ` PARTIAL TOPOGRAPHIC MAP �������� ����������' m�u=n����m� wm��mn��m* � NORTHEAST PARCEL OF A ���� ���� � ~�",", , °�= = °" ��� a � w � PLAT GLEN LYON SUBDIVISION, TOWN / SANITARY SEWER MANHOLE \ 0W ELEX=8071.7 ~'' ^^'�''� -- � VAIL, EAGLE COUNTY, COLORADO — E |N\( |N=BDG5.� 8 `~~v 2�x�0' COLUMN (TYP.) / FOUND #5 REBAR � < ~ � ~ '^