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Eleni Zneimer Lot 5 plans
It O3-0 U.S.F.S. (UNPLATTED) FOUND NO. 4 REBAR W /ALUMINUM CAP — L S NO 16827 RADIUS 325.00' / ,,- DELTA 17'20'46" , ARC = 98.39' r� j TANGENT = 49.58' CHORD 98.02' EDGE OF ASPHALT / / �°o'�� ROADWAY BRG N57'19'28 "Eo� N 8'24'(1 "W �148C' 2.53'\ t GG•� AA� O'J �1 169.63' 1j39 S 24@59'51" �0.5� 74.01' RADIUS = 135.00' DELTA = 7'48'36" ARC = 18.40' TANGENT = 9.22' CHORD = 18.39' BRG = S67'07'21 "W FOUND NO 4 REBAR W /ALUMINUM CAP L S NO 5933 RADIUS 169.63' DELTA 24@59'51" ARC = 74.01' TANGENT = 37.60' CHORD = 73.42' BRG = S58'31'43 "W o• �� P� �JP GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft SAMUEL H. ECKER COLORADO P.L.S No 30091 NOTES. 1) LOCATION OF IMPROVEMENTS SHOWN HEREON ARE BASED UPON THE MONUMENTS FOUND MARKING -HE BOUNDARY OF LOT 5, AS SHOWN HEREON 2) GORE RANGE SURVEYING LLC DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS OF WAY OF RECORD THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD PLAT FOR THE SUBJECT PROPERTY AND ALTA COMMITMENT PREPARED BY LAND TITLE GUARANTEE COMPANY, ORDER No. VTF50003387, DATED OCTOBER 29, 2003. 3) NOTICE- ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN 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. 4) THE EXISTING BUILDING ENVELOPE SHOWN HEREON IS TO BE VACATED AND REPLACED BY THE AMENDED PLAT FOR THE SUBJECT PROPERTY YET TO BE RECORDED. 80 TOWN OF VAIN, DESIGN REVIEW STAFF APPROVAL DATA: STAFF: C Ld Ci Ln Lm I_ 0 0 0 0 QO 0 0 to I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS (/) PREPARED FOR SCOTT A BRANDT AND CLAUDINE S BRANDT, THAT IT IS V NOT 9 w A LAND SURVEY PLAT, AVD THAT IT IS NOT TO BE RELIED UPON FOR J o THE ESTABLISHMENT OF FENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT 0 LINES bA to U° Irf 0 00 N I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED fLf •5% v c PARCEL ON THIS DATE, 02/1C/2004, EXCEPT UTILITY CONNECTIONS, ARE (v ,n 9 ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, i Z�<0 THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJONING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. Q G LL UwOI- a O Z N J 3: SAMUEL H. ECKER COLORADO P.L.S No 30091 NOTES. 1) LOCATION OF IMPROVEMENTS SHOWN HEREON ARE BASED UPON THE MONUMENTS FOUND MARKING -HE BOUNDARY OF LOT 5, AS SHOWN HEREON 2) GORE RANGE SURVEYING LLC DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS OF WAY OF RECORD THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD PLAT FOR THE SUBJECT PROPERTY AND ALTA COMMITMENT PREPARED BY LAND TITLE GUARANTEE COMPANY, ORDER No. VTF50003387, DATED OCTOBER 29, 2003. 3) NOTICE- ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN 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. 4) THE EXISTING BUILDING ENVELOPE SHOWN HEREON IS TO BE VACATED AND REPLACED BY THE AMENDED PLAT FOR THE SUBJECT PROPERTY YET TO BE RECORDED. 80 TOWN OF VAIN, DESIGN REVIEW STAFF APPROVAL DATA: STAFF: C Ld Ci I_ Z 0 0 QO 0 0 U (/) 0 z e 0 > o 0 Q 0 Irf wm U Q4 O V V J J Z�<0 Owe Q G LL UwOI- O Z N J 3: O I- _ ZOU w_j w :2w � w p� Q w �O Ci ,^ 0 0 0 0 N 0 z e 0 W � o 0 Q4 V 2 O U U.S.F.S. (UNPLATTED) FOUND NO 4 REBAR W /ALUMINUM CAP L S NO 16827 e wy V C� ?° w ml ow CD LO Cn wU-) Q Y/ mM z° MA i i i RADIUS = 325.00' DELTA = 17'20'46" ARC = 98.39' TANGENT = 49.58' �Q) ' CHORD = 98.02' ' '°�' � EDGE OF ASPHALT ° ROADWAY BRG = N57'19'28 "E /''' �`� i LOT 4 / ,tip 8276 8\` </ < � N I / �g a ff cP N$8'24'01 "W e 1 1480 Gn 2.53' `JV' Ii O� 15.00' i- Z w W w J to Ic LO I` 0 in I RADIUS = 169.63' ' °o 5��2C1.5A� 2Q � RADIUS = 135.00' DELTA. -= 7'48'36" ARC = 18.40' TANGENT = 9.22' CHORD = 18.39' BRG = S67'07921 "W J 1`0I O S88'40'36 "E 33.24' S33'40'36 "E / /55 9 °. N / \ 82641 �+ 500' ff dQ Indicates \ o1 Ridge Lines vyfElevations� a,1✓ � 1g ti 4 r"" LOT 6 N �J 12 35' / OUTLINE OF STRUCTURE / (UNDER CONSTRUCTION) / / LOT 5 / o, 0 651 ACRES / `J QO / FOUND NO 4 REBAR W /ALUMINUM CAP FOUND NO 4 REBAR �( LS NO 5933 W /ALUMINUM CAP L.S. NO. 5933 + DELTA ARC = 74.01' TANGENT = 37.60' CHORD = 73.42' BRG = S58'31'43 "W 20 0 O ' P� lQ GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR SCOTT A BRANDT AND CLAUDINE S. BRANDT, THAT IT IS NOT A LAND SURVEY PLAT, AI`D THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE BUILDING, OR OTHER FUTURE IMPROVEMENT LINES I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, 08/21,12004, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. SAMUEL H -ECKE COLORADO P.L S l V A�R` NOTES- 1) LOCATION OF IMPROVEMENTS SHOWN HEREON ARE BASED UPON THE MONUMENTS FOUND MARKING -HE BOUNDARY OF LOT 5, AS SHOWN HEREON 2) GORE RANGE SURVEYING LL-, DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS OF WAY OF RECORD THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD PLAT FOR THE SUBJECT PROPERTY AND ALTA COMMITMENT PREPARED BY LAND TITLE GUARANTEE COMPANY, ORDER No VTF50003387, DATED OCTOBER 29, 2003. 3) NOTICE- ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN 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 DOTE OF CERTIFICATION SHOWN HEREON. 4) THE EXISTING BUILDING ENVELOPE SHOWN HEREON IS TO BE VACATED AND REPLACED BY THE AMENDED PLAT FOR THE SUBJECT PROPERTY YET TO BE RECORDED. 80 x� q� MWN OF VAIL� DESIGN REVIEW STAFF APPROVAL �T4'FF. 'Vl�� -- .� wz Ln Ln 0 0 Q0 a, rl U V) 0 s e 0 W 0 o 0 r/ W U � X U J o �' man w �+- �p 00 Z�QOU a 00 ool �._ Ln w a M Q L rnc'n >9 O > L L Z O � � O I— z 0 cU wz 00 Q0 o � U V) 0 s e 0 W o 0 r/ W M)M W �< L.L_ U � O J Z�QOU 0 LL Q L O N Z � � O I— z 0 cU Lv J LLJ � Lu CD > Lr Q 0 L 0-O >J 00 o � 0 s e 0 W o 0 m � o v � Z rn u' r - 6 a.© Town of Vail, Colorado Building Safety & Inspection Services 75 South Frontage Road Vail, Colorado 81657 (970) 479 -2139 FAX (970) 479 -2452 Project Number: Project Name: Address: Occupancy: R3 Construction: V -N Plan analysis based on the 1997 Uniform Building Code Date: September 12, 2003 Contractor: Architect: Engineer: Report By: GREG DENCKLA NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by b w & a. (719) 599 -5622 Portions of the material contained in this program are reproduced from the Uniform Building Code with the permission of the International Conference of Building Officials. DIRECTION BOUND, NOR _Property ` EAST Property SOUTH Property WEST Property %RY line line line line SEPARATION AREA INCREASE 0.0 Feet 28.0 Feet 100.0 Feet 28.0 Feet FIRE PROTECTION 0.0 Feet 28.0 Feet 100.0 Feet 28.0 Feet 9y Code review for: Project Id.: Address: Page # 2 EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION 10.15 - No Table 5 -A NORTH ,� 2 upper level 904 90.4 45.2 For Bearing Non - Bearing Opening Construction Parapet Occupanc t Wall Wall_ Protection Material Required " R3 1 hour _ 1 hour Not Allowed Any Yes EAST 1 B lower level 1140 For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No SOUTH For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No WEST For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No None -- No fire protection requirements for openings. 3/4 hour -- Openings are to be protected with 3/4 hr fire assemblies. 50% of the area of the wall maximum. -- Table 5 -A, Footnote 5 & Sec. 503.2.2 Maximum single window size is 84 sq.ft. with no dimension greater than 12 feet. -- Sec. 713.8 Not Allowed -- Openings are not permitted in this wall. FL NAME AREA MIN.LIGHT MIN.VENT NO.EXITS EGRESS ------------------------------------------------------------------------ 3 office 203 20.3 10.15 1 No TOTAL FOR FLOOR 203 1 2 upper level 904 90.4 45.2 1 No TOTAL FOR FLOOR 904 1 1 middle level 2190 219.0 109.5 1 No TOTAL FOR FLOOR 2190 1 B lower level 1140 114.0 57.0 1 No TOTAL FOR FLOOR 1140 1 Yes BUILDING TOTAL 3297 2 1kj 1 Code review for: Project Id.: Address: Page # 4 STAIR REQUIREMENTS: 1) A stairway in a dwelling must be at least 36 inches wide. -- Sec. 1003.3.3.2 2) The maximum rise of a step is 8 inches and the minimum run is 9 inches -- Sec. 1003.3.3.3, Exception 1 3) A handrail is required on one side a stairway 34 to 38 inches above the nosing if there is 4 or more risers. -- Sec. 1003.3.3.6, Exceptions 4) Provide a guard rail where drop off is greater than 30 inches. The minimum height is 36 inches and the maximum opening size is 4 inches. -- Sec. 509.1 & 509.2, Exception 1 5) The minimum headroom is 6 ft.- 8 inches. -- Sec. 1003.3.3.4 6) Enclosed usable space under the stairs is required to be protected as required for 1 hr. fire - resistive construction. -- Sec. 1003.3.3.9 at Code review for: Project Id.: Address: Page # 5 GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 2406.3 & 2406.4 Locations: 1) Glazing in ingress and egress doors except jalousies. 2) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 3) Glazing in storm doors. 4) Glazing in all unframed swinging doors. 5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. 6) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24 -inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 7) Glazing in an .individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: A. Exposed area of an individual pane greater than 9 square feet. B. Exposed bottom edge less than 18 inches above the floor. C. Exposed top edge greater than 36 inches above the floor. D. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8) Glazing in railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in -fill panels. 9) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edges is less than 60 inches above the pool side and the glazing is within 5 feet of the pool or spa waters edge. 10) Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surface. a1 • Code review for: Project Id.: Address: Page # 6 SMOKE DETECTOR REQUIREMENTS: 1) A smoke detector is required on the ceiling or wall at a point centrally located in the corridor or area giving access to each sleeping area. -- Sec. 310.9.1.4 2) A smoke detector is required on the ceiling or wall in each sleeping area. -- Sec. 310.9.1.4 3) A smoke detector is required on all stories. -- Sec. 310.9.1.4 If the upper level contains sleeping room(s), a smoke detector is required in the ceiling of the upper level close to the stairway. -- Sec. 310.9.1.4 NOTE: A smoke detector is required in the basement. -- Sec. 310.9.1.4 4) Smoke detectors are required to be wired to the building's power source and shall be equipped with a battery backup. -- Sec. 310.9.1.3 5) Detectors shall sound an alarm audible in all sleeping area of the dwelling in which they are located. -- Sec. 310.9.1.4 FIREPLACE REQUIREMENTS: FACTORY BUILT FIREPLACE: 1) Unit must be an approved unit. -- Sec. 3102.5.1 2) Clearances and hearth size must be per manufactures approval. -- Sec. 3102.5.1 3) Chimney height must be per manufacturer's approval and Table 31 -B SHAFT ENCLOSURES: 1) Chutes and dumbwaiter shafts with a cross - sectional area of not more than 9 square feet may lined on the inside with not less than 26 gage galvanized sheet metal with all joints locklapped. The outside must be 1 hr construction. All openings into any such enclosure shall be protected by not less than a self - closing solid wood door 1 3/8 inches thick or equivalent. -- Sec. 711.6 2) Gas vents and noncombustible piping installed in walls passing through 3 floors or less do not need to be in 1 hour shafts, provided the annular space around the vents or piping is filled at each floor or ceiling with noncombustible materials. -- Sec. 711.3 3 ) All other shafts are required to be enclosed in a 1 hour assembly. -- Sec. 711.1 & Table 6 -A '0j i Code review for: Project Id.: Address: Page # 7 CRAWLSPACE REQUIREMENTS: 1) Provide ventilation either by mechanical means or by openings in exterior walls. opening shall provide a net area of not less than 1 square foot for each 150 square feet of area in crawl space. openings shall be distributed on two opposite sides and be located as close to corners as practical. -- Sec. 2317.7 Note: Vent openings may be reduced to 10% of the above if ground surface area is covered with an approved vapor barrier and the building official approves. For a 500.0 sq.ft. crawlspace area: Ratio Minimum sq.ft. of vent 1/150 3.33 2) Provide 18 -inch by 24 -inch access opening to the crawl space area. Note: opening may be required to be larger if mechanical equipment is located in the crawl space. -- Sec. 2317.3 3) Unless the wood is listed as an approved wood of natural resistance to decay or treated wood, the minimum clearance between exposed earth and floor foist is 18 inches. The minimum clearance to beams and girders is 12 inches. -- Sec. 2317.3 1) Provide a window or door to the exterior from every room used for sleeping and basements. -- Sec. 310.4 A window must provide a clear open area of 5.7 sq.ft., a clear height of 24 inches(minimum), and a clear width of 20 inches(minimum). -- Sec. 310.4 4) The minimum ceiling in a habitable space is 7 feet 6 inches except kitchens, halls, and baths may have a ceiling height of 7 feet. -- Sec. 310.6.1 5) Provide a smoke detector in all sleeping rooms and areas having access to sleeping rooms. -- Sec. 310.9.1.4 6) If there is a basement, provide a smoke detector that is connected to an alarm audible in all sleeping areas. -- Sec. 310.9.1.4 7) Provide a smoke detector on all floors that is connected to an alarm audible in all sleeping areas. -- Sec. 310.9.1.4 I , , . . , -^ . , �� I' ^. , , ( ' , I . _ ' I " " I , ' . ! f r _ + • w , ' E , r' c• z - 4 J - -�_.. - - �_..._ •-' n I J ra... -, _ - _ - i -_ ' 1 I 11 ,_„ , , _ L LEGEND , , , - ' _ - ; . . .4 _, ' 11 , ,, , "' , . s .'. SECTION N0. O C "o�NSTR.U(�r�`� O cum� D RAWING LIST• t ' =�`. BU C 1 ION I �D� N 1 S� • _ ,;'' . IDING _ _ r , x - , r SECTION CUT - , ' MATCH °LINE . , _ - _ _ . . . - . . , r _ �� _ - , I$'SUE,-,- ' 0. �� PER _�.- s`" `\��' SHEET I_', -'`�� �� �. ° I" - - �„ r " Apt , , . < 1 - ��� _ 0 ER ° S,� t. A1.1 COVER HEET N0. REFERENCE GRID LINE „ - , - ' , Z S S ll . AU , O Q �� �� ; I 3 e • ust 4, 3 �y,�� , , , - ",-, 1. - `, , ' ` V , • - x x >.` >��� _ L -1.0 SITE GRADING PLAN � " "', '", , I `C ;,' r I ' ` I 11 , _ - _ . , _ , - _ LANDSCAPE PLANTING PLAN I I _ ` `' r . ., 11 - ' T.o Pub. I` - ' x x L -3.0 LANDSCAPE DETAILS ` '`; ,I ` .DETAIL N0.' SPOT ELEVATION �' ELEv. ice' -mil ' ',, "° "' ,'�, ,y DETAIL CUT " �� l - SITE ELEV. = 1161 -O" , A2.1 SITE LOCATION PLAN �t�� '. " °� . �, ` SHEET . N0. �Ab.t h �,__ _.�> I I I �� . , n }`,+, I - . LOWER R N - �`� A3. i LEVEL FL00 PLA ,r - .;� _ __ ___ ,,� 11 I A3.2 MIDDLE LEVEL FLOOR PLAN I 11 ° = , ' . 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I I I I I I - I I � I I I - - I I � , t I :I ; II I I , I - I I , _ � _ I I , I I _ " ,I � _ � . � I il l I I I - I - I � I , , HN I " " I I " I � 1, - I I I I , - �, � 1I 1I a , A4.1 EXTERIOR ELEVATIONS 1 , , - , . . � �� I - I I I I '. � E I ' I I I , �I , , -I I ' I I . I 'I I I I I I I . - I I I � I 1,_ I . , I I , I I 1I I I 1 - I - , -I I � - - I I I � I I . ' I I � I 1I 1 - I , I I I I � I I " , I I I ' I 1 � I I � , 1 . I � '� I S r I ' - � . I � � � I ', I I I I I - I I � . I 1. I � I , I I I I � I - I I I I � I I - I I I I I ' , I - I . I � I I I I I I � I I I , �I � � � I I I - I II - , � I I - I I -I � � I 1 I I - I � I ,I _ , I I ' I I I . - � I- I I '- � 1 I I I I I I ". I I I I I i I , J-, I I 1 I , 1 I , I I I , I , I . - II 'I I , , I ' , , , , I I I ' - - . " ' , , ' , ' , I ' I I " I I - " I - , . " - � I I I I ' . I I I � I , 1 . I I I 'I J I- . , - I A, I I I , I � PI I I , , � - - � , I I - , , � I � - ;I , I I I , I I . - - I , ,� � I I 1. I , I I --. - I , 1 I I I , - I I " - - I � � - - I 1 I ' - - I I � - . 1 I I , , I - , ,, _ I I . I � � ' 1 . -1 I, I I , - � ' B "I � I 'I I '.' I I I 1 1 , I / ' I � , I L . � I I L I I - - - I - - 1 , ' I II -- C -. � ' T � ; " , , ' _ . - _ _ _ _ _ _ _ - -- V e ,. -,. , , -- it A4.2 EXTERIOR , 'I - 'I,' EXTERIOR ELEVATION i ' i . ' -1 I _ T' �h , ELEVATIONS °;', `, _ � � - I � I INTERIOR ELEVATION I . - ' . I. L -- I - `; , A4.1 _ s ,��, ; 1 I M1 -1- I I I A5.1 BUILDING SECTIONS z .,, _y�. u, C I , I t i, p 1' n ,. I I 1 ° '� - . , , - , I I i - A6. I /WALL °D A `¢ 1 FOUNDATION ETAILS , LIMN ` ` RA , D- E S I D N C E I f A6.2 ROOF DETAILS "I - `. , .ROOM NUMBER;- ' 6 W MARK , I , , .- i _ i - . ' ° ` I - ;i WINDO I I I: I I A6'.3 MISCELLANEOUS DETAILS A LL 100 OO I i , - i " �,' � , I 1 I - I I- _I Vail Colc1raCI�O� I i A6.4 MISCELLANEOUS DETAILS ' , .. , i ,. , , - , , , a - ., I ' , - ,, � ,. . , - I 1 ' , - ``, `1' - ' - " - f - ' " ' ' ' " A7.1 ENLARGED STAIR PLAN AND SECTIONS ,' ; �" , `DOOR MARK ' a° ' - - - ' WALL TYPE MARK i'i , ," I I - - r` ,,, - F , ' * , , , - .. ° - - - ` - A7.2 ' STAIR DETAILS (N.I.C.) , '*,.` k MATE E D E N ,'. I I h - PROJECT DIRECTO R 1 A7.3 ENLARGED FIREPLACE PLAN I,, ," RIAL L D AND SECTIONS ;. ,fit`:' `,=�., . r , t, ,' SECTION I� ' PLAN I _ ' ' ` , - . . . ' > � ti� � � � � , - , , � I I � _ . . , � ., , A8.0 WINDOW / DOOR SCHEDULE (N.I.C.) ; , • . SECTION . PLAN I . . , . . _ - - " A8.1 WINDOW /DOOR 'DETAILS _' , r , _ OWNER , LANDSCAPE ARCHITECT' „ - G - I �,4 F ENE CONTRACTOR STRUCTURAL ENGINEER A8.2 WINDOW / DOOR DETAILS (N.I.C.) j �, " ' ., - - CONCRETE - 4. • I --:: SOIL COMPACTED .FILL 1=ii�� l ��� /�� / % /i;�, ;SCOTT AND C LAUDINE �BRANmTCOTTLE GRAYBEAL BONES MAC � `I INTEGRATED RESO �` ,��/ �� /���! URCES MONROE & NEIPELL i _ ,`,. " ,' , - �� /�� //� /i��/ 1200 N. Latsyette Street ; ��' ARCBITECTS PO $oz 115 „ 70 Benchmark Road Suite 204 A9.1 ROOM FINISH SCHEDULE ' ` _ Denver, CO 80128 37347 US I pry 6 � Avon, Co 81620 - Avon, Co 81620 - A9.2 ENLARGED KITCHEN PLAN AND ELEVATIONS Phone: (970)'468 -4717 Po Box 305 ' �,' :: • , CONCRETE MASON I / ROCK/ _ - ' Avon, Co 81620 -' - Ph ;, (970) 262- Minturn, CO 81645, ' I ' A9.3 ENLARGED BATH P RY B '2162 Phone: (970) 949 -7768 LANS AND ELEVATIONS , . , ,' . I I 1 NON- COMPACTED FILL " Phone: (304864-9016 Phone: (970)'748-1516 " ` - S , I Phone: (970) 827 -4101 ' Fax: 97 94 ° .. „. I I _ Fax: (303)814 -902 Fax- (970),746-15 - . - ,F ,(g 0 8 ( 4) 9 -4054 A10.1 ECTED C 1 18 aa: 7) z7 -5644 LOWER LEVEL -EFL EILING PLAN I I I - I I I - I I 'I � I - I _ - " �I -." -� ' ` STONE _ I ` . - _ I A10.2 MIDDLE LEVEL REFLECTED CEILING PLAN � I I ' ' - 1 I I I . I - - I � - I � I - I I a SAND - , , , I A10.3 UPPER LEVEL REFLECTED CEILING PLAN �`� L=-_1 ' ,; .` ` ` ., - ° , = I _ ° , , , - I I _ CIVIL`�ENGINEER ` - GEOTECHNICAL ENG'R I 53.1 ' -% �_, . ,, , _ . FOUNDATION PLAN -_ . 53.2 MIDDLE LEVEL FLOOR FRAMING PLAN ` I FRAME WALL FINISHED WOOD, �^''��'' \� , KOECHLEIN CONSULTING ENGINEERS, INC. 53.3 UPPER LEVEL FLOOR FRAMING PLAN ;,.; ��e 'I �,, - - I I - �..�G -may � I , , � ' I , _ - I 123641►.` Alameda Pkwy S3.4 OFFICE LEVEL FLOOR FRAMING PLAN - , � ° y'' - ` 1- - Suite 115 S3.5 ROOF FRAMING PLAN ;xN - x' TILE , . - V I ^ I I ° - Lakewood, CO ^ 80228 -2845 S4.0 GENERAL NOTES AND DETAILS _ I ROUGH' FRAMING OR Phone: (303) 989 -1223 _ $4.1 FOUNDATION DETAILS ';, , - ' ROUGH SAWN TRIM - - , ' I ° _ Fax: (303) 989 -0204 . , 54.2 e; , • FOUNDATION DETAILS c GLAZING , , WOOD BLOCKING P R OE C T INFORMATION - S4.3 FRAMING DETAILS � _ . I , _ I t I , . .. , _ , BUILDING CODE INFORMATION 54.4 ROOF DETAILS I 1991 UBC WITH TOWN OF VAIL AMENDMENTS THE PROJECT CONSISTS OF ONE ''.` _ i,` STEEL GLU -LAM. WOOD ' I. PROJECT DATUM - BUI I NSI T E LD NCx CO S iNG OF A MAIN RESIDENCE, ATTACHED TWO CAR �" - I _ , , ,' ELEuATIOiI ItaO 0 SEA LEVEL ELEVATION 8252 -3 AS BAS�p' GARAGE, ATTACHED CARETAKER, AND ATTACHED CARETAKER GaizAGE. r , . tt ,' � � . - , . I _ "� ON sURVE*r INFORMATION PROVIDED BY GORE RANGE SURVEY 1 . s I . i r ,f II�AL / ✓ Pr E LINE STONE GZ UJMN / IN INS WALLS PER / ✓ ' ✓ ✓ 046INEEICS DRAKN86 fr / % • , rIxTURE ' / / SA I - t � o TOE R 1`- � ✓. ` � RETAININS rrALl.b t 20' S T� ACX -' . /' , ,8 .- P6* TOV :4' — , /! J �' � ,RE�JI -ATIow t�� .-- LIMITS C�ZF''GI5'TIJRBATJGE �r / J - / J / s f / °• t RETAININ& YV&L5 df� .C.OLUNM ° ! d ° ` $T IS RI°.rER9 • t/- b.'1S" Etc. . f i - IFFY %IN LIGHT ,//�` Cel � ,. „�,, � ..-• � 1 � `�►'� J / Itt- -� ,r7�1� 3.9 � COLORED GONGS _ 1 r -� LANDINb� 1 J / 1yra`� / / �.1i r?,r' - O t,.r®iR/E 7 r ./ ` -/' r� _, '' • t /' t / � ' � \J�"' `j•/ P'''r, a tr 1- Y r°�., RI. -7�.IV • I" 1��A � ` / f^ . ' 1 .% '/ �./ w f � . +` e ' / � • ` .fie ♦ • . CJ / J / J • ,• ,� c' -STEPS. 14 RISERS *+/-'I" r V /s � T / / J ~ '! °'b ° • �.' �! LAW r Q rQ / J • ' STEEL DRAIN - /,/ f • ` °� < ♦ ,, ' ° `= ORATES PEaltt�CIVIL ENGINEER RETAININS t%4:L .r CD W rr r / / '\ / •�, •� IRON HANDRAIL ' i �y� B -2 / ! t IRON HANDRAIL vI • r " .O / GONGRCTE STEPS AND LANDINGS 501-01 i Dri '76 / DRAIN INLET WITH DRAW 6RATE CoLQR26cONCRETE / WATER FEA _*Taft. 10RiSeRs — ' - SA 1 I r I / PLA65TONE ,%� / - COLOR£p_ GONGI�TE 8 0 / " BUILT IN D -B-Gt ,- : / f /` �� / ✓ y f _ GOWGRL'TE _--- --- WATER FGTIIRE ✓ /Y4 , • • a ``''_+« a" • ° 1- r a • ,.✓'� STEPS D RISERS , • • • �// i / / , / ,. _.' • • /'' 4 STONE ECNOH a, • / J /J ° / / r "' ✓, ' . / ' • • ... , e AIRON HNDRAIL _ 7 _ r BOULDER RETAINING WALLS . f a ' • `. SGOLORED RISERS " f r' / COLORt:D b '- . y r //• ` / '- -- STEM. 5 RISERS 11 ZA. 1 n RET ININS WALT. / / ! J5TEP5. 5 RISERS / / ' - 62-0 .2 RISM . ,/ � / / / ' . TOIL VENl�9l i / .,,,, --' ..-- , " i '• ., _ .... BOULIPM RETAINING WALLS / / / / / ` 'f ✓ __. -- "" °" ` ' 62 r 1 l 3 V GENERAL NOTES I . ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. 2, CONTRACTOR(5) SHALL STAKE OUT ALL AREAS AND ESTABLISH ELEVATIONS FOR ALL WALKS, STEPS, WALLS, FENCES AND SHALL OBTAIN THE APPROVAL OF THE LANDSCAPE ARCHITECT PRIOR TO PROCEEDING WITH WORK 3. NOTES AND DETAILS ON SPECIFIC DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 4. CONFLICTS OR DISCREPANCIES WITH GRADES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT IMMEDIATELY AND PRIOR TO PROCEEDING WITH WORK. 5. GRADES SHOWN ARE FINISH GRADES. 5UBGRADE5 NEEDED TO ATTAIN FILL OR TOPSOIL PLACEMENT ARE NOT REFLECTED. HOLD FINISH GRADES FOR PLANTING AREAS 2" BELOW TOP OF ADJACENT PAVEMENT UNLESS OTHERWISE NOTED ON THE DRAWINGS. G. EXISTING TREES TO REMAIN SHALL BE PROTECTED WITH SECURED STRAW BALE5 AND /OR 3 WRAPS OF SNOW FENCE PER TREE. A G' FENCE SHALL BE ERECTED AT DRIP LINE OF TREE. G" OF MULCH MATERIAL SHALL AL50 BE SPREAD FROM BASE OF TREE TO DRIP LINE OF TREE. 7. THE CONSTRUCTION LIMITS LINE 15 THE CONTRACT LIMIT LINE. DO NOT DISTURB ANY EXISTING TREES OR VEGETATION DESIGNATED TO REMAIN OR LOCATED OUTSIDE THE CONSTRUCTION LIMIT LINE WITHOUT THE APPROVAL OF THE LANDSCAPE ARCHITECT AND THE TOWN OF VAIL AUTHORITIES`. 8. ROAD CUTS AND ANY OTHER CONSTRUCTION IN THE ROAD RIGHT -OF -WAY SHALL CONFORM WITH TOWN OF VAIL REQUIREMENTS 9. ALL FINISHED GRADES SHALL PROVIDE FOR NATURAL RUNOFF OF WATER WITHOUT LOW SPOTS OR POCKETS. PROVIDE A MINIMUM 3% AND MAXIMUM 33% GRADIENT UNLE55 OTHERWISE NOTED. 10. ALL COMPACTION SHALL BE IN ACCORDANCE WITH THE SOILS REPORT PREPARED BY THE GEOTECHNICAL ENGINEER. TEMPORARY ER0510N CONTROL I . THE CONTRACTOR SHALL PROVIDE EROSION CONTROL IN CONFORMANCE WITH BEST I'AANAGEMENT PRACTICES. 2. A "GEOFAD" SILT FENCE 15 TO BE ERECTED AT LIMITS OF DISTURBANCE DOWNHILL OF CONSTRUCTION AND IN PATHS OF DRAINAGE PRIOR TO EXCAVATION AND KEPT IN PLACE UNTIL FINISH GRADE 15 ACHIEVED. 3. Ai THE BASE OF TOPSOIL OR FILL501L STOCKPILED ON 51TE , A "GEOFAB" SILT FENCE OR STRAW BALE SATURATION BERM SHALL BE ERECTED TO CONTROL SILT AND SEDIMENT. 4. TIE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING THE RELEASE OF SEDIMENT - LADEN WATER (MUD) FROM THE 51TE AND SHALL BE REQUIRED TO INSTALL ADDITIONAL CONTROL FACILITIES AT THE DIRECTION OF THE LANDSCAPE ARCHITECT OR APPROPRIATE TDWN OF VAIL OFFICIALS, IF PROBLEMS OCCUR. 5. ALL SLOPES GREATER THAN 2:1 SHALL RECEIVE JUTE MESH EROSION CONTROL FABRIC UNTIL REVEGETATION GRASSES ARE ESTABLISHED. NMI ALL DOULDER ARE TO CONPOW TOT Old OF VAIL DEVEL0PM5rr STANDARDS. 4' MINIMUM 8154HING TO BE MELD AFFROVED BY LANDSCAPE ARCHITECT OR OWIVRS REPR 51WATIVE A I -0 / / r 52 /15, ILITY EASEMENT i / / % � / /° � / jT % / ! / f ! // / +e �verou� 3) 0%5 k, _ l °I3TIM�CS TREE'�,.�NE - / / � j f j / j f i ` / / j j / j � / f _ . �ve� 44 ► /` / / Gl'iE' 5(A',1AjA f � 42 / / % % / / �` / t' � / j y '�700 k X, 10 -70� 6RAPF1IC LEGEND SYMBOL OE5CRl PTION PROPOSED CONTOURS EXISTING CONTOURS BOULDER RETAINING TO MATCH HOUSE 5TONE VENEER -o TOP OF WALL On '77-0" BOTTOM OF WALL TG 88'-6" TOP OF COLUMN 30 00 3AVO 5-t01X0e a ,Snago _ APPROVED BY THE •1 TOWN OF VAIL �`� DESIGN REVIEW BOARD j` / ' f ' / /`, ` ." '•— .__% ! / / ',/ / / 1 V I ; Cnuelcx + �3 5 �WDAT"E I r �A1//' f PIJ�N- v i S O N E S Landscape Architecture . Site Planning . Urban Design P.O. Box 115 Avon, Colorado 61620 9'70 -4149 -6490 41'70- 262 -2162 (fax) € Email studio @Son0SmaC'.com LLJ Z �O � N Q m hj NQ D-( vn � � =o � Zo z Nv � ~c � o> DATE: DESCRIPTION: 5 -2T -05 FINAL SUBMITTAL 6 -16-05 REVISED FINAL $ -4-05 CD 5ET 6 -15 -05 REVISED CD SET 0 10 70 74'+,'k7 Scale 1"=10' North SITS PLAN 1 _ z R FROFERTY LINE 20' 5E7E3ACX 4 k I A / M 8,-5 82 .8 1 LIMITS PF-01STURBANGE ,. / ' / / it +,� / %' 'r✓ .� �, r-r f /�% f.. "' � i ( /J j ,.--' / 4. CP / it J / , < f .. a ur 5YM50L QTY BOTANICAL NAME COMMON NAME S O N E S Landscape Architecture . Site Planning . Urban Design PICEA PUNGEN5 P.O. Box 115 12' HT Avon, Colorado 81620 S�Qi�a 9"70-949 -6490 COLORADO SPRUCE 9 10 -262 -2162 (fax) PLANT LEGEND Email POPUW5 TREMULOIDE5 studlo®sonesmoazom 5YM50L QTY BOTANICAL NAME COMMON NAME - 51ZE I PICEA PUNGEN5 COLORADO SPRUCE 12' HT S�Qi�a PICEA PUNGEN5 COLORADO SPRUCE 14' HT 13 POPUW5 TREMULOIDE5 ASPEN 2' Caliper 27 POPULU5 TREMULOIDE5 ASPEN 3" Caliper 13 POPULU5 TREMULOIDE5 ASPEN 4" Caliper � j/ 500 ASSORTED GROUND COVERS I Gallon � ' '/ , ' 35 AND PERENNIAL FLOWER5 32 ct F1at5 REVEGETATE ALL DISTURBED AREAS WITH " NATIVE GRASS AND WILDFLOWER SEED MIX, PLANTING NOTES I THE PLANT LIST IS PROVIDED FOR THE CONVENIENCE OF THE ,° ° •, y ° ` ° ✓ ✓ CONTRACTOR. THE CONTRACTOR SHALL VERIFY ALL PLANT COUNTS AND IF A DISCREPANCY EXISTS THE PLAN SHALL GOVERN. , —" 2. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR BECOMING AWARE OF ALL UNDERGROUND UTILITIES, PIPES, AND STRUCTURES. THE LANDSCAPE �''`�, ' • • �- CONTRACTOR SHALL BE HELD RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES FOR FIELD LOCATION OF ALL UNDERGROUND UTILITY LINES MOP, TO ANY EXCAVATION. —' 3 LANDSCAPE CONTRACTOR TO RECEIVE SITE GRADED TO +/ -0.33 FOOT OF FINISHED GRADE. 4. FINAL LOCATION AND STAKING OF ALL PLANT MATERIALS SHALL BE AT THE DIRECTION OF THE LANDSCAPE ARCHITECT LANDSCAPE CONTRACTOR SHALL NOT PROCEED WITH PLANTING OPERATIONS UNTIL STAKING IS FULLY APPROVED 5. PLANTING BACK FILL MIX 15 TO CON515T OF 80% NATIVE TOPSOIL, AND 20% COMPOST. / - f4'�j G SHRUB BEDS AND TREE WELLS ARE TO BE MULCHED WITH 3" 5HREDDED MULCH MULCH SAMPLE TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION 7. ALL PLANTING BEDS SHALL BE SEPARATED FROM NATIVE GRA55 AREAS BY 118 "X4" GALVANIZED STEEL EDGING. TACK EDGING IN PLACE WITH 12" EDGING / PINS AT 40 MINIMUM SPACING .r/ / _ 8 ALL DECIDUOUS TREES ARE TO BE STAKED WITH 5 STEEL "f' STAKES AND % GUYED WITH # 12 GALVANIZED WIRE AND 1 -1/2" WIDE, GREEN, NYLON TREE STRAPS. ALL EVERGREEN TREE ARE TO BE STAKED WITH THREE 5 STEEL T STAKES AND GUYED WITH # 12 GALVANIZED WIRE AND 1 -1 /2" WIDE, GREEN, • y NYLON TREE STRAPS . / ♦ �� / i -- r- 9. LANDSCAPE CONTRACTOR SHALL SUPPLY AND DISTRIBUTE 80 CUBIC YARDS -'° * • i TOP501L TO PROPOSED PLANTING BEDS. CONTRACTOR SHALL AL50 SUPPLY 12 !- - r - / AND DISTRIBUTE 24 CUBIC YARDS OF COMPOST TO PROPOSED PERENNIAL �...�] •Y . �' '!,� /f / / / AREAS. MIXTURE TO BE CULTIVATED TO A DEPTH OF G" AND FINE GRADED TO PROVIDE POSITIVE DRAINAGE EXPORT EXISTING SOIL IF NECESSARY. j`� f / • ,/, .° / ! r' �, , --'' ✓-- "" 10. PERENNIAL FLOWER BED5 ARE TO BE AMENDED WITH 4" OF DEBRIS FREE �O !� •� /! '' °. f!/ s _ '` '''� J TOPSOIL AND 2" ORGANIC COMPOST. MIXTURE TO BE CULTIVATED TO A ,/ „���i . ' ` i 0 ' L� ♦ / `� �' % 'r f' r "- -'`'� M -- T DEPTH OF G" AND FINE GRADED TO PROVIDE POSITIVE DRAINAGE. 1 1. PREPARATION OF NATIVE GRA55 AREAS WILL INCLUDE THE FOLLOWING. 68 /�/ j/ y' /,� �,', "/ !f r 14/ .; f,'� / / �' ' -_ -- " - LOOSEN SOIL TO A MINIMUM OF 4" DEPTH. REMOVE STONES OVER 2" IN DIAMETER AND STICKS, ROOTS, RUBBISH, AND EXTRANEOUS MATTER. DISTRIBUTE I" OF TOPSOIL TO BE CULTIVATED INTO NATIVE SOIL. / / `�" ; / ! ,✓ / / ' _ - GRADE AREAS TO A SMOOTH, FREE DRAINING EVEN SURFACE WITH A i %� �'" ' . ,t ' ! f !� -' / / / _- LOOSE, MODERATELY COARSE TEXTURE. REMOVE RIDGES AND FILL DEPRESSIONS AS REQUIRED TO DRAIN. fry /� . " ! ,. � •ti .+• , 12. ALL DISTURBED AREAS TO BE REVEGETATED WITH NATIVE GRA55 SEED MIX • ,f " ` " , ; /' //' / / _. -" r _ SOWN WITH THE FOLLOWING MIX AT A RATE OF 42 I125 PER ACRE 60, 15% CREEPING RED FESCUE i •,: : L 5% SHEEP FESCUE y; • � • ; � r � .,✓ - / � 25% ARIZONA FESCUE / / • , ' / �% / r e i 30% CANADA BLUEGRASS -- �' 10% IDAHO FESCUE f / 15% SLENDER WHEATGRA55 13. ONE APPLICATION OF A DI- AMONIUM PHOSPHATE FERTILIZER, 18 -4G -0 b� • " , ' ,•: %j v / / AT THE RATE OF 8 Ibs. PER 1000 5,f , SHALL BE BROADCAST PRIOR TO r SEEDING. 14 MULCH ALL SOWN AREAS WITH 2 " -3" OF WEED FREE STRAW. TACKIFY ,,� j f /' _- STRAW MULCH AREAS WITH AN APPROVED ORGANIC TACKIFIER AT THE so, r % RATE OF 120 Ibs. PER ACRE , �, �, f - 15 ALL SEEDED AREAS WITH A SLOPE OF 2:1 OR GREATER SHALL BE 56 ' f r CONTROLLED WITH EROSION CONTROL NETTING. I G. AFTER SEEDING RAKE OR DRAG SURFACE OF SOIL LIGHTLY TO REINCORPORATE SEED INTO TOP 1 /8 OF 501L 56 / /' ' /' _--- 17 LANDSCAPE CONTRACTOR SHALL INSTALL AN 18" WIDE RIVER ROCK DRIP .` / LIM115 OF �51URSANGE 18 ALL ROOF NEWLY PLANT TREES P L K ERIC TREESAND SHRUBS SHALL BE IRRIGATED WITH / AN AUTOMATED DRIP SYSTEM PERENNIAL FLOWER BEDS AND LAWN AREAS SHALL BE IRRIGATED WITH POP -UP SPRAY HEADS. 12" POP -UPS AT FLOWER 1 Aa �� BED AND 4" POP -UP5 AT LAWN AREAS SEPARATELY ZONE SUN AREAS AND /` r l p f _S -_ AND SHADE AREAS SEPARATELY "-4 t / / / , , / / (` G 19. LANDSCAPE CONTRACTOR SHALL SUBMIT A WRITTEN DOCUMENT REGARDING q400'W5 X l idQ� - ITS POLICY ON PLANT GUARANTEE AND REPLACEMENT TO THE OWNER. EACH GUARANTEE SHALL CONFORM 70 THE MINIMUM STANDARD OF REPLACING ALL MATERIAL INCLUDING LABOR, DUE TO SICKNESS OR DEATH OF A PLANT 32 / / /� `/ /f ` .� / / y / ` // / / 4L FOR A PERIOD OF ONE YEAR FOLLOWING THE PLANT'S INSTALLATION loe (10 f/ % / / • <<. j : �`• _ ,_ / J�,- .-� ___/ �, / �EXISTIAld5 TREE�I.INE / j j / % / ,%' 1 / �/ �� / - • -' : � 42 ""e TOWN OF VAIJ. DESIGN REVIEW �M ` STAFF APPROVAL UM M NffT 1114=1101W AS GATE: DATE:-0-RI-0y �r �eerrx� Fwvs� STAFF: �!"� - - I v APPROVED BY THE TOWN OF VAIL DESIGN REVIEW 80ARD DATE' P L M N M 1 � Z ZO Q m �Q �Q W� ZD Z NU Q N J ~Q � �i DATE: DESCRIPTION: 5 -21-03 FINAL SUBMITTAL 6 -16 -03 REVISED FINAL 8-4 -03 CD SET 8 -15 -03 REVISED CD SET O 10 Scale 1"=10' North PLANi I NG PLAN F 1....11E 20' SETE3ACX _ g k t s loll tb / loll loll LIGHT FIXPOK OLU" a �, '' ✓ '� - f ` f 5EE 61RCHITE D WING5 / LIMITS _OF'DISTURSANCE r / d / 1 / // O • d ! ✓ ,.i / / % / '/ % / / / i• . , �' • - ' a / / ` %J — 101, 4 ell / 'o - -- • ',00000e 16 64 / 'fir / /. . / 60 / Ole / 62 � ' /✓ \ice" / y., .-- 1 /I 1Z /LIMIT"5 or- loo, / /0- / // 54 ol ,r 44 i EXIST TRMLINE % . f U LIGHTING LEGEND DESCRIPTION: CITY DE5CRIPTION MANUF MODEL LAMP COMMENT R 3 PATHLIGHT Shaper 902-MM-INC- 120- 40W SURFACE MOUNT ON TO I A A19 8'X 18"CONCPETF PFQFSTAI 23 RECE55ED WALL LIGHT BEGA 2226p 18W 1200 Lumen i APPROVED BY THE TOWN OF VAIL DESIGN REVIEW BOARD PLMNM- W G S O N; E S Landscape Architecture . Site Planning . Urban Design P.O. Box 115 Avon, Colorado 81620 9'10 -q4q -6490 9'10 -262 -2162 (fax) Email studio ®sonesmoc.com Lu Z z -° � N � y Q J) m Lu � o wQ � ZO z Nv � ~Q � oy DATE: D DESCRIPTION: 5 -27 -05 F FINAL SUBMITTAL 6 -16 -05 R REVISED FINAL 6 -4 -05 C CD SET 5 -15 -05 R REVISED CD 5ET r 1"=10' North L A N 1:;) 5 r..., A F E LIGHTING FLAN L -3 0 5 a 8;51% 3 vffi.3 M�06 s %Y60 � 6 .s '4e - I,f 1 on; 5, .6 �.aG U3. go,. � %7`63 aH.a3 `547.3 �as s � a4.3 33.0 A GRAYBEA YAW / arcbitects Z P.O. Box 529 iA 228 Midland Avenue BASALT, CO 81621 tel 970 927.4925 / / fax 970 927.8578 /"� / / /'�► / �' f / / / �, / � / / 510 East Hyman / / // / / / 1 �' / ASPEN, CO 81611 / / tel 970.925.2868 ~' ✓ ' ' ,� / / .// / EfQAL NOT ' / � fax 970 925 2877 / / ! 'o AININ // P 0 Box 3507 LO / / / f / ` 107 North Fir Street TELLURIDE, CO 81435 '-ol ,/ FRO NA IT /� / f f �,"�_ ��� tel 970 728 3037 AyN• _ ^ _ / / - fax 970 728 3236 / P.O Box 6337 / 37347 US Highway #6 �, /'.�' � / I " / / • ' / / /4'�NC' TE PANS / � � / -/ � g Y /,� / / 1 / / / / Suite 200 / I / / D 1NACiE "St�ALE / / 1 / AVON CO 81620 tel 970.748 1516 �-1" / ° % / / // / SLIGHT / r / '� / / / / / / f / ' / / `�-� PIER i ( ! / /� / / ' / / / / / fax 970.748 1518 / T I / � / ; C PROPCS I /' / / / t / / vail @cgyarchitects com / / H ED J LOCATI % , AREA � ACE- IN. � / / � t i LD D LL 64 � � / / / !- BRANDY a // / // / / ► ''' 9 / 62 / / / /_ RESIDENCE HT PIE ' + / 6 0 / 1 / AT PAvII11 AT 0. E Zoo, EL. +9280' / o / , N EL. +52 EL 2%' -, 2 EL. +829 40 REFER TO AND A / L SCAPE PLAN FOR SITE '� ALL INFORMATION. / Z\7; X e / / /� / 1 / ,/ -- `/ 184 TA EAVE EL VAIL t-- / '� / �" / COLORADO � \ Z .482 (� / / / / / / / / — / / � /' / / / � -�'� /� // / / / / / / / FILE: 03320 -A2 -1. / DATE: 814/: LIJ \ / � / / / / � DRAWN BY: CHECKED BY �\ / / ' / W / / / // / / / / / �/ 0 / / �/ _ 3 ISSUE ISSUE FOR PERMI' REVISIONS- 8/115/03 FINAL TOY C \ I / I i -- ,...� 9 ,- E,, e o �, _ / 0410 _ ; / / I, L0 EAL NOTES• IV -+ 15. E Y V / /I,REFER TO LANDSCAPE opAWINGsFcR ALL 8179 -� ♦ GRADING AND DRAINAGE INFORI'"IATION. , /� - CONTRACTOR TO COORDINATE ALL SITE UTILITIES. / / / y� / , 04#40 3. Rt�R TO LANDSCAPE DRAWINGSAOR ALL HEIGHTS / _ _�� / / �♦ AND L ATION OF DRY STACK AyD BOULDER SITE WALLS / 4. CONTRACT29R TO COORDINA-rE DRAINS INDEPENDENT SITE PLAN \ I / =r / / / / / / ♦ OF FOUNDATION INAGE XfO DAYLIGHT, AS INDICATED / I / IN KOECHLEIN CON TII ENGINEERS PRELIMINARY SOTED ILS LS REPORT, DA/20/03. .0 \ 5. DATUM ELEVATION 1V.'V'0 EQUALS 825225 USGS i SCALE 1 "= 10' -0" APPROVED THE / / ; ' VAIL ' TOWN � ' / DESIGN EW t-- 80 / �� ♦ - - / ,� coo'-, / I - 51TE FLAN / /7 F f ' / , / / / ° { / / ♦ �6' \ SCALE: 1 — 10'-01' / � � r _ / / ©COPYRIGHT 2C1D2 CO7RE GRAYBEAC YAW ARi + 'r� ' �a � , : ., ' - , - , _ , q k r . , • z 'I _.� ,, ,4 r; ,>,t c. a t .. . - - .. a . '� ` r r• - , ^ f - •. r r ! _ .1 Y 't' � t•� .. ..r _ _ , -. ., t ' s' . - \ � K , e. ,. , i,.y t . ! , , - , C TILE r O ,r• ,r e ,rx ^. t' r \ 'w. ' � ,. 't ` ., . , _ + -sr - ~� <e,`_, ^ a .. _ t" ,t ._ , . :' - �4 -tY ' -' % <, y`' , a , ., ,1 t a .. „ ,. , }, ^y`\ �� _ tom, • 'e . _ " _ ,s . s, _ ?q ", r _ > ,1 . > r '�., F _ 9 � , f , r t 1 K •S , i , ♦ y' i YBEAL �t ,,5 .. !. 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IRtVEAL IIIWALL mTr.% YOND, SekVIt4rz BUFFET BE IIIII IIFLUSH CABINET OPEN _SHELYES BELOW MEIIAL: BASE -APP IW/ I, 015 '4� A 1'� Iri Ic to Ir%#V_ II-W IIIIII-ENLARGED IP 'KITCHE IIIIN IIIILANS SCALE: AS SHOA I!L IIA ON% L E NL E L E \/AT I IIIIIEN L"A E P,- KITC 71 T ENLARGE VT E EVATION IV2 AII4' 1 IIA9m IN L) IIIIIICOTMEGIZAnM YAW ARCMECR IC6PY�GW III14 IIIIII II,4 IIIII Ic to Ir%#V_ II-W IIIIII-ENLARGED IP 'KITCHE IIIIN IIIILANS SCALE: AS SHOA I!L IIA ON% L E NL E L E \/AT I IIIIIEN L"A E P,- KITC 71 T ENLARGE VT E EVATION IV2 AII4' 1 IIA9m IN L) IIIIIICOTMEGIZAnM YAW ARCMECR IC6PY�GW III14 IIIIII AOTME -GRAYBEAL T, YAW 'a rc bit cts AA-1, P.O. Box 529 228 Midland Avenue B ALT; CO�81621 AS tel 97 'fax 970.927.8578 6.927.4925 '510 ma East Hy 1970.925.2808 ASPEN, CO 81611, te y faj 970.925.2877 t 4 P.O. 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' � > • ; ., - ,.r-� „ r-IUnf r . 5 a^ _ a , Y 1 r5" r , Ci , > , F , af' en•'t's , , -GuTTrzp, JAN 1\ \\ r,,' r Y rp, F r C 4i^ t , Y trr ` s} , 4, v ,i_ , t k i✓ .3 r r , r r i•, ", h` a ,. _ - R •- r ' , ' , r , + , , , r • _ !' . v r e '• r - , ^ - , r ^ r , _ .< , a , 'v > - r , t \ ` � ,`, rY { ' - P 2 . . , ,,- .. a ,. x i i . r c ,. t -x - �. I` S _ , "n - - e - r " , v - _ r r , ^ .. , _ . > n r r , a t , , )�' " ` r Tr r r t _ „ , _ r 4 , a •I' ¢ ,Fti i i _ , Ni+ r a a a + f , , . c y , ♦ > , I .., r r r v , ,. 5 ^ , > 1 r , 1 rK `4 _ 1" ,1 , n r 4 5 { .� „ `5 r , t• , ,. 1 '° , r ^ r E. Y, _ 5 r ar A ✓ J , _ r w co�rrLE YBEALRA AW, r - architect , ` J P.O,: Box 529» i r , 2� 8 Midland Avenue BASALT CO 81621 te19709 7 . 4925 _ r -w ' fax 970.9 7.85 8 2 7 l 510 East Hyman - « ASPEN, CO 81611, + tbl 370.925.2868 " fax 970.925.2877 - r P.O. Box 3507 ' F `107 North Fir Street - ' < t r r~ TELLURIDE, CO 81435.'_ 7a Aei 9 .728.3037;' _ - , - fax 970,728.3236 P.O. Box 6337 37347 US Highway #6 ' r <Suite 200` AVON,, 'CO 81620 • ` 16 ttel 970.748.15' . fa)C97048.15:18 vail@cgyarchitects.com - ae e v + � a r of r - r _ , S x E c , ,r r � {' _ r I B i�IDT , �r r RA �r�\ • L4 > _ , A CG 'r , . e rx + S , _ w a Ei r Sri +•1Y T ." tr - Y r 3^ rR N , f i ta, t r t ,It, - r ♦ , . v ,. . 1! v ,n f§ , ^. it f - , - , - . r 1, „ ' , * 4 ��P ^ ' a eJr it Jr� r y•1Yi•r . - r• rA - -�• ` .,1�- ' 4 kyyk'+ y -8`a� /d 'i _ ,;✓ 11 x , ,- r r, h'Y , , t r a _ ,- „ _ - a - - x a r - r f . • _ . v , - rL+.r, r i a , - - - + " , < iY a " ' , ., �' , f r , ^ f4+ ' r ' ' , _ • el i4`; S o-. "nµ , _ ' 3 t k r vJ " _ s - , - t r S, J _ < ,. t , r w a _ _ - t R _ ,,. ,. x ,. t • < , r r - , v ,- ' - ^ , .. , R ° #'• rf J ' v L`' f n w 4 _ _ r ,. ,' ! i , . .. , ., z - - „ k i + i ' ^ ^ , r - < ` r r I J a . 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( e �•VaE r} 2n, I §` a _ , I ]J e, _ _ ` *- 5 < \ • ST _ ` . < ` ' \. `i � _ T` Ir r - v ; <, `4 Ar l� 'A +il <,` , " r �I ` ' n' . t s , , r r l _ , , "- a . t l . . ,C _, ,( , , n ru , ° , r .rt, r I ^ , , ri r 5_ Y ',� cote r „ ,. , • - ' r t y >, ., i , 4 ' . 1, _ , - ° ^ ' IY r ,.. - 4 P tr _ -- �f ,¢f c ,k. ,+ Y � , y , t , _- s � t R ` " t , . , _ , r , ' ♦ e ° r ` , v W , I77 7x I y, 4 p'a' r r - 'c` 4 rra• r ' r '• _ to ": r , _ - c r ., . < . a r` ''�� , , , ,. .. , - - f ° 1 , r , ' ' _ > _ n r •• ,(F SY' vla F' ''" _ _ _ r - r t. r t `6 r • - " ` a i - ✓ - o , ,, r, , *�Yn� , �+R ` 11`1-1_. ''Ir , t ' ^ - ,. ' C` f•� _Y - .. [IlrylA!R + .A� , �'�� - IT ^' • _ ti , - •' i`, r ;+ " n . .. r r � - + ♦ „ , > b' t�Y r ), as r f , _ } '{ v , n • \ r , t 3 , 6 e r - s `{ i 3- 1 > 1 T r4a 'x r �k r J V .T. t - _ w , Y , 1r , I v � trF i. r r v wl a .. t, •i a4c r, t :t f k , 6- r '1� _ , , r v_ , 7 J . Ol,- -- *r.�r�►1 < wIr t ^�rli-tln " „r ' n11Y,i1� ' �yu.l� 1 ' q 1 ♦ _ ' , k- F .d »� • ” ., , v, ' ° r r I ,} 'f - a'y r },. j1y111•�rl• 'Yr -� _ - r i , t, h "' S\ v { ' , S ' , _ �`, r A ♦ ,• * , , „ r F v -. . J ^c 1 , , t ', t a i 'v , V 4 . t ^ 1 ., ., , v _ •5> x r , 7 W 'r - r 3' 1 'T 1 G z 'z . i •t; 'Y i f n r St lea r r 1 s Y' 'Y L. 1 f' a `1 S , 4 A Y r - r 'Aa A r R i P' ni ♦ r , j° ,t °o '.i "`F { 'i•x ,5. .i., t „ 's , r n Y { F \* r yr _ i' s , .x r•'. .dc r 1 N r r a' '! A r E < } Y f , < v e t Y< < , 2 I !^ r C'� 1, , t• n t 1n r 1 st , 11 f Y I r i t4 - ', _ r h <( `GF i r[ t{ Y S " J ` s✓a f ^ r (ice i} > , r t .'f ' f -- t • X- t• F' r r� „ itl xa4 1 t• K s' f r a• 'rr L7 , F v,Y _ d . i t ^ h rf f r+ C g •n , 'ro ' , r n r i - t _ + 'd .I 1' t #v c ✓t ` r '� + 11jjrrrr r M' < , 4R t ' Y n y" �' ✓4�x ',i ,fr r 3 r a , _. r r h�•, v , r r q ♦n iw f' r4 , 'SJ '1 t 5 "> , Pr Y r 'a > i ` x eFi nEiY f > f I~ u n ,1s _ ♦ I J\ , , 4 . F^ J n �` Rj F' I ••i r n n tla , k I r Jr .!' �r r s , �f'r _ 1♦ I , . , 1 r b` v 1 A -' Y v f of , f �► 10.5 a f . J F` , r` "Jr v i t` Y at r �t � ♦ , , r - ✓ - r P re , !4 , r r r • t , _ a 1 , A V IL n _ •4 . E 1' 'ir d4i irh` , r i " , 3J r ri ` �T 1 l• .tx . ar 1 - - • `AL _ L A ♦ t 1 E , MY � la I rr • , eR , .x '� >Y r ` r .. rt a ,C i _ t .t � "C 1 S `$ - , hr, arr 1 - , fr _ r i '1 <' F 1 r 8r _ 5, n _ f » r 1 , _ > t _ k �` , , v c , r4' — rF f , s !H Y c ,- ' 9 ♦ s '4 n r a A CEILING ,F "u r '; � > r r r f+ r _ a V �� , . a r 1 # rTT;A r ;� , t 1 N �- r ( , 22 * ,^ _ a i -5 eff , 1_ 0 { , -fa lir r ♦n c r - A r r r t at - r 'I , rtv^ Y .- r y<.n ♦ ` r Jf" ♦ 1 « "4 y F>3 I dr « . , _ DATE:, 8 4 2003 f' , l' l `r _ '4 ca {" '4 1 <fj r , r , . , C' rtA� iVIN C� �Iy v M} •1 r Rar I ' vb i' - _ 1 _ N BY• v, ` RAW AD ra, , k r ' a- - � � - _ .D J a , < .T i L A� tr 3 tP} . , , 5 f ' ;' , f # s r � ry - { n < x�F7a 0 e } fd x , .,l s s L, t i v L' at , a 1 t r - , - 'CHECKED •Y. D rt , _ E d f > 4r i` �V S Y � I.- ! _ '-- , " r t. • e _ ff - 1J,d p, >F t - r r , , , .. x , , ' t J•r< If t 1( I ' J f . r _ 0E. ISSUE: ISSUE FOR PERMIT * ' _ 'y '_ < fr " , QI %.,. A -r l � " rt , a P "> Y r `�t r t _ r, 1 r c „rr r ,. v _ ♦ ,. - • , d, r s; y Y . M r r -f ^ .t , 1v , R 'r { t R G, r f , 't Y � - S „`.`f r (,• �. , a t , ,. -' 'a e. ' - ' , , r. ` C , / t, v Y r ° , • } ° � _ . s G r , r ' r , ` } - ' ., _I - , _ r , _ ^ 4r C -._ „ ♦ t r rii v' ; , r . _ e # F . ,., , '- it e„ z $ ,- . ♦ ' ' , ' ^ ` ' ,. N - t �, ,- s ': ' ' J � >° - , „ ' ` ,Y - � a ,. _ ♦ 3 °' :r' , } - - ' , r ,. '1 - ° - REVISIONS: r) '+° < „af . '' - t " , , J r - " . 1 • - s .r f "4 f , 4' , _ i � Ala * ' ..I.... ' _ , t �- „ -� EL. +10' -5 aft 1,tf -1 LLll ' , - , - _ ' . � ,_.((�� ' • - - , `} � v5G1'l � 4 �� x r fa- - 1 r , L r 4 •'1 . : k . rN ,a , 4 a , , - , r ~ J ,. w n , _ r y , s{ - , - .�/ C I 11 Rv1 n - - "a, r .. s i e r y , .- , 1 Y ,. r Y , 3 (t c 3 r6` , , a , 4X6 WOOD` SEaM C; , . 6 �= i`r ri +' k` ♦ , < i` - '" ' ]: t' - r _ . , � r _ - , }•• i. \', ,. - " , I - _, r t r ,r5 f , _, >... + s _ , ^ , , ' } . r ' , J ` , ` k.A;`'� <r;='�° ,r . - , > #'' >'tr r _ „ >. ., r • -, - � r ) �,' ��r`, #f ="� r _ '.:A ,y ' {� >+ r . + � ' , � „ _ • . J � - - ' � r , � ' - ` - '_ ` << - , . , r , „ , WOOL) Y4Cs , , 4 ` . ' - '� t < . r , , , - '- , . _ +1 _ r' r _ . , " + - > t •r , at %` �• ` : c _ . + _ , + ate. I fir• 1/.>lb-�1 "r �� - -I �� _ „�,�r A 4 i +• I r ^t < r,d M1 % t �• P ,_ ^ a -_ t - 4 , , Y r , - ' ✓ � ` , ' ^ t _ i 1 - _ e , _ =s -, ; , ` ,.r rtl�, aw • t J _ ,t 5`> r � "i 'r 4 _ • "® , "iryry,: t; F dY >4,6 h r , r . ' � > • ; ., - ,.r-� „ r-IUnf r . 5 a^ _ a , Y 1 r5" r , Ci , > , F , af' en•'t's , , -GuTTrzp, JAN kw >``44 F , i:R 3 . 'i ` f ' ri 8� , . - ,_ rx r _ - x 1' fY rl v •d , , r!, 'r, 1 - a , A IY r ' n ` - ! . • , �;.`~ ^ice t`r• ri` `1r .'£ , _ r. _ - r + .. - a . t 7 ,jai _ o- 4 _ ` R _ ' P - i , � , I K _ , . , fi = F .. • a r a `r' ,h +rrL,,,, t tr64 rb` 4 .,'J r °'-' r Y r n ` L - YS f- �'`` "y, {� 5� °`' a ° r `i. v ^ ,rt- 't Y,. .r " ♦ \' a ,,,'� , rt d' Bi , f d- r S5 `' s, r , v� v ., . _ aY, , , •• - �' v °3 ' x F<s''r[ .. }� , �; r , ._ < _ _' r r ^' ,c - ., r s - I; , r 1 ^ tt .«.. 4, r e ti fY` i., G l T � , •rye w,.t' � - , .' >" • I r r J. , s , k i , i,' _ , a , 7 r w p. , R " " '`*i '' } ' >A > ^ r'^i ' ^ -i'a , r < .7 ` "', i , 2 1 ^ l , ,, J , . , � , , ,• - , Y, x , k.�' n _ < -. e, Y_ , 1 r , r , < . r f J A e Y `Y` ,- � r .i �'a v t ' {. f F }` • {' S, rrr , , l .Y' . '^z-k .6 v ' ,� v , n 43 r r - , c L ' .< r J J ,I 't, '�'` rf 'x n a ' ` " t ,3' M1 ,_ •r r 6'r _ , -r / f , ' , Y >�r'U^ a f ,�. .r r , , :k d + , , a+ i i+ it 1 '9i r r rJ `fq r '' � « rr.- d` ,t T _ `C 'tt` _ , ° •' ., r rt 1. ' „`f > aFt - `4 a . "t,.�,. _ r _ r ` ir" _ ° - t' e r , . ..+ > .. :e , _ ,rr” ,'• - ,{... r )a .. ~t _ � " - r + i''t t 7 rn - 4 v a s I p + ' t'r' •a' -? k +v , > S �'r' ., > a i r , _. . + " r f,,, r �' L t •. r v ' s` " , , ,. { , - - , _ r > ' ' , `r/ 1- t. - s # ,Yz' s l,. S } t ` , 44 : rc1 i ' ' - ''.A 3 " >>., , „ x , ' i 'h ' . , ' +„ , -" r t -' i I w r - _ a r - x - , r „ x ,. !' r n r _ - , t L � F 5 v ]' • r , ' r ) �t{ ; _xr , , r', fa '''•�' - w .r -- f,'r [, vi ,r ^.,A, "i•1r •:t r. , s r`, _ , t,?_ t rh t Frr',,A _ ,. < < r c r , ` r t r +\ P _ `!" s1 '.I ,'I +}" ✓ ` - , {. '+' ... ^ '-# dIt + 4. - {rr a - , s , I -' ^`t " n . {J .,J r , 1 r-''1'+,. r, .-. r s , t � x r c -. , ' ' N r r r,h ri , r ' rf "r' a. r rn. "1 . , 't , ♦`y „ s ti , P _- . r J, ' > • - T _ a _ ' "t J , r , - • t ^ rv-. ` 'ir '+, f ` 'ta n r . z- t , tJ r , , . v r , ^ , ' ° , , , a _ - d ,.. r + • , s, Xv ! _ Y rf k it" } _y L,` f' ^ Iy ! ' <" -, .,r _ r r - , r, , _ f - -,.) .- >' r k,l` f v , .Y � r `' ,/' Y #� ' x:^ r_ Yt< ,.rt , , Sq n it r-t } n x "f ° ti> > _ f , , _ • . r r * r r • j ,�, , , r 1 _ t ^ 1 r Y`+ - 1 R ' T , -• 1 ,. , ! r ` <: r . r , t. . ' .r _ ' - - ` <a ' , • , r , , _ '_` '' ^ r ,i 3,� " i � ' k ' = ;lr$^ �f z w - k ' - > ' r t � r Sr r • S r + r f •y '1 nr.{ ' - ,. `i ' - ♦ , , n . _ r 3 n - '- ^ " + c r 1 , ir- .'Y T 4 , r . a _ _ ,t r , , ,E• w - _ ^ > r ," , ]- f° ., ` , y r`fr, .., 1- r 5 "Yr . ` aa�i. ' , n _ -' , , _ _ 7 , w I " ., . r , A , rd 'IF` t 'r''y ^^S vdr^ 'y,r '� _ - I t a_ ><f , Y r .,i v . r , , Ir _ a _ - < , r ' i•' } N,. `R " `• , Jy nf.` s 4 - i ` .. 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Box 6337 37347 US Highway #6 ' r <Suite 200` AVON,, 'CO 81620 • ` 16 ttel 970.748.15' . fa)C97048.15:18 vail@cgyarchitects.com - ae e v + � a r of r - r _ , S x E c , ,r r � {' _ r I B i�IDT , �r r RA �r�\ • L4 > _ , A CG 'r , . e rx + S , _ w a Ei r Sri +•1Y T ." tr - Y r 3^ rR N , f i ta, t r t ,It, - r ♦ , . v ,. . 1! v ,n f§ , ^. it f - , - , - . r 1, „ ' , * 4 ��P ^ ' a eJr it Jr� r y•1Yi•r . - r• rA - -�• ` .,1�- ' 4 kyyk'+ y -8`a� /d 'i _ ,;✓ 11 x , ,- r r, h'Y , , t r a _ ,- „ _ - a - - x a r - r f . • _ . v , - rL+.r, r i a , - - - + " , < iY a " ' , ., �' , f r , ^ f4+ ' r ' ' , _ • el i4`; S o-. "nµ , _ ' 3 t k r vJ " _ s - , - t r S, J _ < ,. t , r w a _ _ - t R _ ,,. ,. x ,. t • < , r r - , v ,- ' - ^ , .. , R ° #'• rf J ' v L`' f n w 4 _ _ r ,. ,' ! i , . .. , ., z - - „ k i + i ' ^ ^ , r - < ` r r I J a . A > r ` j f - i, ' -'S RT f a i ♦ , r , rf _ , t t , _ , , _ v r � , , r , f „ , .. _ rT i r )5 f. >{ _ v ,_, - ' L +.'3 - Al r Y "• _ . r r k , r. _ x,` rr��•aa� _ �., .,� ' F � _ - . �. c. Cr wl s P ac es accessible through , »i ., n v , M1 • . . r r 3 4X • 'rte an opening not reater than twelve r - 1 r _ _ • - ', (12 ) square feet in area, with five feet ;' 5 ,. r } • �t "' , ` _ _ ` Y` p , i - ra or less of ,ceiling height, as mea , r,,.t'Px "''t" F'x• d },' >, , t , , ,.c _ _ - ,a _ a . .... rir .i`r - t ,r ,t € _ " r• < ,. - t 9 , : sured from the surface of the earth to T _ rX, underside Y the o f struc ur I fl oor rnern- hers of the floor /c eili ng assembly ,. #3 _ , I ♦ r r r. F• r s s ' "� „ -, i .. � .r, , ` t , }' ♦ ,) , u F t , C ntr. r ,figg , 4 ,. c - , v_, , r , ' , .. r ' ,, ♦ above. ( e �•VaE r} 2n, I §` a _ , I ]J e, _ _ ` *- 5 < \ • ST _ ` . < ` ' \. `i � _ T` Ir r - v ; <, `4 Ar l� 'A +il <,` , " r �I ` ' n' . t s , , r r l _ , , "- a . t l . . ,C _, ,( , , n ru , ° , r .rt, r I ^ , , ri r 5_ Y ',� cote r „ ,. , • - ' r t y >, ., i , 4 ' . 1, _ , - ° ^ ' IY r ,.. - 4 P tr _ -- �f ,¢f c ,k. ,+ Y � , y , t , _- s � t R ` " t , . , _ , r , ' ♦ e ° r ` , v W , I77 7x I y, 4 p'a' r r - 'c` 4 rra• r ' r '• _ to ": r , _ - c r ., . < . a r` ''�� , , , ,. .. , - - f ° 1 , r , ' ' _ > _ n r •• ,(F SY' vla F' ''" _ _ _ r - r t. r t `6 r • - " ` a i - ✓ - o , ,, r, , *�Yn� , �+R ` 11`1-1_. ''Ir , t ' ^ - ,. ' C` f•� _Y - .. [IlrylA!R + .A� , �'�� - IT ^' • _ ti , - •' i`, r ;+ " n . .. r r � - + ♦ „ , > b' t�Y r ), as r f , _ } '{ v , n • \ r , t 3 , 6 e r - s `{ i 3- 1 > 1 T r4a 'x r �k r J V .T. t - _ w , Y , 1r , I v � trF i. r r v wl a .. t, •i a4c r, t :t f k , 6- r '1� _ , , r v_ , 7 J . Ol,- -- *r.�r�►1 < wIr t ^�rli-tln " „r ' n11Y,i1� ' �yu.l� 1 ' q 1 ♦ _ ' , k- F .d »� • ” ., , v, ' ° r r I ,} 'f - a'y r },. j1y111•�rl• 'Yr -� _ - r i , t, h "' S\ v { ' , S ' , _ �`, r A ♦ ,• * , , „ r F v -. . J ^c 1 , , t ', t a i 'v , V 4 . t ^ 1 ., ., , v _ •5> x r , 7 W 'r - r 3' 1 'T 1 G z 'z . i •t; 'Y i f n r St lea r r 1 s Y' 'Y L. 1 f' a `1 S , 4 A Y r - r 'Aa A r R i P' ni ♦ r , j° ,t °o '.i "`F { 'i•x ,5. .i., t „ 's , r n Y { F \* r yr _ i' s , .x r•'. .dc r 1 N r r a' '! A r E < } Y f , < v e t Y< < , 2 I !^ r C'� 1, , t• n t 1n r 1 st , 11 f Y I r i t4 - ', _ r h <( `GF i r[ t{ Y S " J ` s✓a f ^ r (ice i} > , r t .'f ' f -- t • X- t• F' r r� „ itl xa4 1 t• K s' f r a• 'rr L7 , F v,Y _ d . i t ^ h rf f r+ C g •n , 'ro ' , r n r i - t _ + 'd .I 1' t #v c ✓t ` r '� + 11jjrrrr r M' < , 4R t ' Y n y" �' ✓4�x ',i ,fr r 3 r a , _. r r h�•, v , r r q ♦n iw f' r4 , 'SJ '1 t 5 "> , Pr Y r 'a > i ` x eFi nEiY f > f I~ u n ,1s _ ♦ I J\ , , 4 . F^ J n �` Rj F' I ••i r n n tla , k I r Jr .!' �r r s , �f'r _ 1♦ I , . , 1 r b` v 1 A -' Y v f of , f �► 10.5 a f . J F` , r` "Jr v i t` Y at r �t � ♦ , , r - ✓ - r P re , !4 , r r r • t , _ a 1 , A V IL n _ •4 . E 1' 'ir d4i irh` , r i " , 3J r ri ` �T 1 l• .tx . ar 1 - - • `AL _ L A ♦ t 1 E , MY � la I rr • , eR , .x '� >Y r ` r .. rt a ,C i _ t .t � "C 1 S `$ - , hr, arr 1 - , fr _ r i '1 <' F 1 r 8r _ 5, n _ f » r 1 , _ > t _ k �` , , v c , r4' — rF f , s !H Y c ,- ' 9 ♦ s '4 n r a A CEILING ,F "u r '; � > r r r f+ r _ a V �� , . a r 1 # rTT;A r ;� , t 1 N �- r ( , 22 * ,^ _ a i -5 eff , 1_ 0 { , -fa lir r ♦n c r - A r r r t at - r 'I , rtv^ Y .- r y<.n ♦ ` r Jf" ♦ 1 « "4 y F>3 I dr « . , _ DATE:, 8 4 2003 f' , l' l `r _ '4 ca {" '4 1 <fj r , r , . , C' rtA� iVIN C� �Iy v M} •1 r Rar I ' vb i' - _ 1 _ N BY• v, ` RAW AD ra, , k r ' a- - � � - _ .D J a , < .T i L A� tr 3 tP} . , , 5 f ' ;' , f # s r � ry - { n < x�F7a 0 e } fd x , .,l s s L, t i v L' at , a 1 t r - , - 'CHECKED •Y. 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"► 1 ry LAB 5LA15 H. VE IFY (40'_0 ") - 5 f (4) -2X6 STONE \ _ - COLUMN ____rr -_- ., 1 I "I ` \ '' - - -- -- - - - - -- -.. r 15 " .. r_ - ,.;:- _r,._,",.r _ r - - = -- -- - - -r_r .. -- _- _.':.r wrr_r_fi.rr ,- q0' -O N ,. STEP t0" _ _ _ , i = ' ` 24 I ,s ��a / -- - - -_ _ -- - - - - _ -.r - __ ... , -�... ... _ ,... .., _ _ _ P (QO -o�J- �� -0 [10-►' -II 1 /�_ ry Q lkqlm , yi -Cf05 TOP 17 X100'- " I 2 - . -,. q '-1 7 " $"I ! = - ���9« / WAL SLGPErS _ x ` ��• ... ..w .... ... - - - .... _ -. - - - - - -- q qA' -10 i/2" I g'T - ,�_G ` .. - = / , a , � I N � ,. - ` , [100' -O ") _ Q �q8' -01 WALL ry 8X8 ♦ r ° ,r � . WALL WALL » r r r d TOP r I I STEP r -,` tZ » I 4 0 VERIFY WITH - I g , " - ` _ ' , . , OOTi ' _ q , , - COLUMN- 6 SLAB -ON GRADE , ' STEP,, - y � STEP - _ r , � - SLAB ' - - I a 4 _ S P r 3`'3/ t 54. WITH Ng AT • O" 11 ry ,� LANDSCAPE = ?5 4X4Xi/4 - , - 54,1 4 t , EAOH WAY - , , I S' -$ 3/4' , l I 1418' -o ") , COLUMN ` _ , , _ ' � _ , I _ , ± f_,�" . - I& 5 "' ., _ . +ci' t /2 "`i, F J 24' -10" v r r Vii' -il" VERIFY WI H 2' -O 1 ' LANDSCiA r t I 11 �i� ' -5 '1/5 t` t 14' -3 3/4" .2'-q" • 7' -!q tlZ y - ,� ;y - r 13. -,g. , ' 5I- 4.1/?" 1' -It" 3' -0- I& I/2 , '1 41' -5 1/2" 'J` -8' S'_2" { _ - « I6' -4 5!9" ' - - . - '71' -b 1!2" , ' ` - , Ir 11 I t` . " A . - - I d - l _ 6" CONCRETE I FOUN AT1QI�1 NOTES: 1 ' = .35 = 4.l g SLAB -oN- GRADE` 9 ice' 11 1* I , - ' ,` - . - , , , , r , , , I .. ` ' ` , _ WITH �5 I -O �, I ' 1. - DATUM ELEVATION 100' -O" EQUALS 8251' -3" U.5.G 5. ACTUAL ELEVATION, ` - . , - _ , ' - ; - ' - . . _, ^ . ,EACH WAY lTYPJ ' - r „ _ - ' 2. XXX -X INDI ATE T P F F , I , - , , - _ _ __ ' ` r - [ "} G 5 O 0 OUNDATION WALL ELEVATION, ,`" , 1 ` _ - ' , . IXXX' -XX "} INDICATES TOP OIF,STONE LEDGE ELEVATION. , , _ ' ' �` r „ - - - _ ` . ` _ _ _ I 4 1 ' 3. lXXX' -X ") INDICATES TOP OF FOOTING ELEVATION, �,. r ;. ' , -, �� . - " " 4. CONTRACTOR SHALL FOLLOW ALL REOJIREMENTS LISTED IN SOILS - " , - ,_ - ' ' : , ` '- a. , `'' _ - � � _ ` _ ' - ti - ' , , ' REPORT. _ , - , . - , „ _ , - ` - - r - 5. CONTRACTOR SHALL PLACE (3) -06 VERTICALLY FULL HEIGHT OK , = ` ,. ` ' r _ .r - ' " ° _ 1 , ° ' - - - _ i -, ''` I - WALL AT HI5H 51DE OF ALL WALL STEPS HI&HER THAN 4' -O" 1N " . o- _ , ' p ; ` " - , I _ , - - - ADDITION TO WALL' REINFORCEMENT SHOWN OTHERWISE. - , ' - , m - - ' a -V I ' - - ' ' , - 6. FLOOR ELEVATIONS SHOWN ARE" AT TOP OF SLAB OR AT TOP OF . " . . > - - , ' - I T ' - y ' ' ' > , ' , ` , , PLYWOOD FLOOR SHEATHING. , I - - ` - y _ . - - , _ - - r I . 1. FOOTING ELEVATIONS SHOWN ARE MAXIMUMS AND MAY NEED TO , , ,. _ , , - , - ' __ . " - � � '� ' I , BE LOWERED DUE -TO SOIL CONDITIONS. VERIFY GHANSES WITH I • , - I _ , , ' "✓✓�� "✓✓ - , � ' STRUCTURAL ENGINEER: ALL FOOTINGS SHALL BAR ON BEDROCK - ' '' , . • • . j�j - - - AS DESCRIBED IN THE SOILS REPORT. 4 " - 1 � 1/4" _' I' -O" - " <' � � ' 6. PLACE 5LA5 ON GRADE ON STRUCTURAL COMPACTED FILL OR - - . _ , t. . - - . _ ' ' - ' - _ - i NATURAL GRADE A5 OUTLINED IN SOILS REPORT„ - - _ i - � - A. CONTRACTOR TO COORDINATE ALL DIMENSIONS, TOP OF EXTERIOR SLABS xtV AND TOP OF EXTERIOR WALLS AND DETAILS WITH ARCHITECTURAL DRAWINc55. _ I I I ` Y �• 10. GENTER,FOOTIN<55 UNbER WALLS AND COLUMNS UNLESS J .-0 - - f - _ I 11 I • I DIMENSIONED OTHERWI5E ON FOUNDATION PLAN. _ -' - < l _ _ x -I - `, - r , I , , } - - - * r - �t ` ` 11. REFER TO ARCHITECTURAL DRAWINGS FOk STAIR FRAMIN& DETAILS - - - ' ' AND LANDING SLAB ELEVATIONS. UNLESS SHOWN ON THE CONSTRUCTION ` I - . - c , ` • DOCUMENTS. ' _ - I - I " - I . - Nil Y• a r, I * ) , f n r . a ' ' h r - t ' ^y , V ` 5 -i / A y , - ' ' , , ' .. , I -:e 1. „ , CO LE GRAYBEAL YAW arcbitccts P.O. Box 529 228 Midland Avenue BASALT, CO 81621 tel 970.927.4925 - fax 970.927.8578 510 East Hyman ASPEN, CO 81611 tel 970.925.2868 fax 970.925.2877 P.O. Box 3507 107 North Fir Street TELLURIDE, CO 81435 tel 970.728.3037 fax 970.728.3236 P.O. Box 6337 ` 37347 US Highway #6 Suite 200 AVON, CO 81620 tel 970.748.1516 fax 970.748.1518 ' aspen @cgyarchitects.com BRANDT . RESIDENCE .- K . VAIL ` COLORADO' -.-, FILE: " ,. ,6064 DATE: 1 08 -04 -03 DRAWN BY: AVN CHECKED BY: KEF /HS ISSUE: REVISIONS: DD Progress Set Permit 5 -28 -03 7 -21 -03 8 -4 -03 1 FOUNDATION PLAN SCALE: AS SHOWN • (CJ COPYRIGHT 2002 - COTTLE GRA) BEAL YAW ARCHRECT5, _ ` y - . - - ' , .l ', , , . '^ . ^ , r tY ` ` t ) ` I , •� , , . e,ry + +` - a ' , , � ti�,L ' , } - 4 a ' ` C ;. _I AlJ`• ` ,, s ', ' a 3 I 4 ,. _ t . ' ,a r, , „. r s ~ , ` . ' , , ;`y , ' ` , a I " , I ` . 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'S4 1 UF' 01 'r r t - "� " � - t �• ' 1` ^ . 1, r , REVIEWED BY THE ENGINEER OF REGORb. _ , _ , 10� , ' ,7,.�, : `_ - , , - Y' , -� ° �� t 1 11 z, a . ` , - ,y ', ' ` '• ,» - " e >r , I F t . Y '� .. .. y I ° .r • . ,- , • , t , s � ' , �" _ 1i ,, " 1 � • , , , r r . r , ° . , , , . , a � ry � , t' f °' 4 , r. , (L " " y ' ' . r " -�� - ' ' .7T"J a� A e r _ I i . � ,I ..I., . nl� , - . y1 f , - , , I , - . . ,�i, YI I , o I Z. "V.L. INDICATE VERSA =LAM BEAMS. AS M,4NUFAGTURED BY BOISE i a " - ° CASCADE CORPORATION, `'ALTERNATES SHALL HA -VETHE SAME C(2 - ' 4 _ r� t ,� ; r' ` ;; q t,° t' r , ,` 1, �t t ' GREATER CAPACITY_ AS' LISTED IN THE STRUCTURAL GENERAL ' - , - - - w t� I r a , , • , , z e , „ ,t . -t ' 'z_, .r r -° r, ,. r ,, � t`a , _ - ,; , t - - r - - _ •1 n' -' __ _. d, - ' ' 1, f , NOTES, a . , _ . , , . , > . - ` . _ _ _ _ . , , _ , r _ - , ti - . , , , , - . , _ - y w.r I - _ - ;r ` r , " ' y ' `, r, "�6 - - 4y r y�I ` ' . 3. 1NDIGATES COLUMN DOWN ONLY - MULTIPLE 2X P°RAMIN6 NOTED• , , _ - , _ ' - . - ! i - "' .f . „ , a , , ON PLANS" c , z ., - I . + Y ' ' _ c - 7. ° ; 4w T , , " -f i " n1 i _ ' ' _ , . , r , + ' l,. J - C ;'_ _ ' r , , , , 2 ; a , a ru :i" - i �` S 9` lam" - i L` -' ,% ,_ " , , '. - ,, 4. 0 INDIGATE5 COLUMN UP AND DOWN UNLESS' IT' BEAk5 ON _ � -X • - I , ° , - r 5 . ,. , _ ' _ , - _ 1 ' + 11 ' ` " CONCRETE WALL OR FOOTING BELOW. OR IT l5 LABELED UP ONLY.' M - _ ' , w ,. + f, - 11 5. t > INDICATES TOP OP° BEAM ELEVATION. _ I , ". , - . , � . ` ,. - ` I ' , - ' ^ - � - , ,' ' -- ` ` , • _ , , - s' r x '; ''It ' `, y,., .. , - : ,, I - 6 b. '-`"' INDICATES TOP,OF STRUCTURAL FLOOR SHEATHING ` .' . , , a` I _ ` ' ` _ ELEVATION. . . - ''' r - }^ - , I 1. , f ` t` - - ' '1. HEADERS SHALL BE (3)r -3X8 UNLESS NOTED'OTHERW15E. -ALA. , , , ° _ , , , _ , . _ _ _ ' HEADERS SHALL BE BUILT' OUT TO 5 1/3" WIDTH BY - ' ` " ' - r 1 ` " ` r . , ' < ADDING PLYWOOD SPAGER5 A5 REC*IRED. - - I r I I • 8. ALL GOLVMNS SHALL Be C3� -3Xb UNLL55 NOTED OTHERWISE. , . , , r r .. ` , q. WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR - " - - - - , ' f , " ' " TO FLOOR OR FLOOR TO ROOF, TRIMMERS SHALL BE ADDED TO • - - y ` ! ' I - ' , _ , , ' , ` - NOTED COLUMN SIZES A5 !'REQUIRED. . t , ' - , • - , ` ` ' , ' , " " , , - . . - • f` r' , , , _ t - , ", -, " , ' I , , - ' . , I e ' r , " , r 11 I_ t ' ' . ° ` 10. ® INDICATE5 INTERIOR BEARING WALLS.. FLOOR JOISTS ' - ' 9 I I + T (�..�ii I I I 1 1, � BEARING LOCATIONS SHALL -LINE UP WITH STUDS BELOW. � f D D L J.... ' - L EVE ice. -FLOOR � I `� 1 1 � ' �1\.rrN i � �� I I I , , ^ 11. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED U51WG•3X6 - „ 1 v ztf4" . I " -O» -- , STUDS. REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL , I I - - , I i ' INFORMATION. EXTERIOR STUDS CAN BE SPACED 3' -O" MAXIMUM - , — ; ' t . " " ' ` ' ' ,, - ' , ` , , I I FOR WALLS SHORTER THAN 10' -O" _ STUDS SHALL BE SPADED 1' -4" a ` _ .. , MAXIMUM FOR WALL SHORTER THAN 14' -O" AND TALLER THAN ° � I . ; - - " , - I ' , r , ` 10' -O ". STUDS' SHALL BE ALIGNED UNDER JOIST BEARING LOCATIONS ^ - ` - + ' ,— ., , - / AND, THEREFORE SHALL HAVE THE SAME SPAGIN6 A5 THE J015T5 ' . ` `'4# _ , BEARING ON THEM. - . , - _ - , 13. ALL BEAM/BEAM AND BEAM/COLUMN CONNECTIONS SHALL BE , „ _ _ . , , I - ` I " MADE' WITH 51MP50N 5TEEL PLATE CONNECTORS UNLESS NOTED I I � ' - ` I ,.t , . OTHERWISE. _ _ - , ,it 13. REP ARCHITECTURAL DRAWIN65 FOR LOCATION AND SIZE OF - _ , - i ROUGH OPENIN65 IN WOOD STUD WALL5. , , � � I I - � I 4) __ I I CO IL GRAYBEAL YAW ,' ', a-rcbifec #s , . P.O. ,Box 529 ` 228 Midland _Avenue BASALT; CO 81621 0 . tel 970.927.4925 , fax 970.927.8578 510 East Hyman ASPEN, CO 81611 , , tel 970.925.2868 '' fax 970.925,287,7 . P.O. Box 3507 107 North Fir Street TELLURIDE, CO 81435 , tel 970.728.3037 , < fax 970.728.3236 P.O. Box 6337 , 37347 US Highway #6 Suite 200 , AVON,,60 8'1620' tel 970.748.1516 1 fax 970.748 "1518 - Iaspen@cgyarchitects.com - BRANDY RESIDENCE -, , I I . I � � . I � I I I I - � , I I - I - - I COLORADO r ` ` _ -f , 11, P FILE: , 6064 ,DATE: ' 08 -04 -03 - DRAWN BY: I ' AVN . CHECKED BY: - . • �, ' KEF /HS - ISSUE" -_ -. . s - - - I - 1 ' REVISIONS: - DD ` 5-28-03 - Progress Set' -, 7 -21 -03 Pe_ rinit" I ' - , 8 -4 -03 MIDDLE LEVEL, - FLOOR FRAMING - PLAN 1 SCALE: AS SHOWN S3m2 " I 14. ALL EXI T ERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM I I , I _ ^ _ , - , h _ FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE WALLS). - xo< 1 I (D COPYRIGHT 2002 - COTTLE GRAYBE4t YAW ARCHTECT , , , I f r , , • r 1, " . I' r , Y " • , , r " ' ' . , .~X -' - �_ ' ,� , ' , , • ` . ,' ,-' , ' ' y - 1 V ` . , . ,' np `T I , r , V ,_ , r ,, ' . e _ e i ' I s ' , ry - „ s - . ` - I ` , , - 11 ' . � ' - - r. >,4.j +it .. ♦ ; y,4 F r _ . ,. ' . , - - V ^,J ^1 /j' ' ' ` n, „ _ ,' ; ' ' . ., ,1 - ° ' I . , ,,1 n ' . r , . N -, , . , , '.- . " - - ., - ° - , » " r t > . , = , ; ` " . ' ' . `_ l ° '` j s ^ . , ` " ' • ' 3 , \ I - �,i , - ' r 14 �' ` _ - " _' ' p " - . - ' ~ , r . -c , ..t + - . e . - . , ' r _ * - ., _ , . .. I , a r� -, , ; ;• _ ^ , { ", „ „ - + i i v . ry . ' 3 -•V • _ , s- , 1 '` , r yr - ,~ ,,, •,4 ` ` t, - ' / . 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I- e--.., - - � - .- ,.r- -. � t a 4 .- .; v* � I�11 ", , ` , , r a \ ' , _ , 1 r ,• w 0y ]t0,/ry 3 ` S ,., - "-J 1, •, Yr _ , r 1 1_ . , '� ' , _ Y( ° ,'`�,} , �.i r S / _ r ,* r 1 �T ,'�iiV l/V r - r ' r M.. y + t nt , + , ' ' -+, ' r T• ^ ^ , _ % (, t 'Y �` j / t /4T 11 -4 ". , 1 „ v 54.$ ;I a i - I 1� I M TI4 i , I , , - , F _ ,A I 5 MP50N 5 b I, t 11 �� .._" ..'." - . , , STRAP TO SHEAR rk3,q R WALL .ABOVE I t ` / - T5 X Xt 5 X3XIt 1, n s } I - - - - Go UM - ' I _ - t _ a , , I < r " ' .. ' ,' - , O MN . r n _ _ :�.- _' _..:.- :r, 1= 1 " "!14" V.L. lGON3'a y - _ - - ° i w ' 11 tQOC3 FRAMlNCx' NQTE • _ ` -- - , ----- - --- - - - - _.� Y_`" .. - _ " - - _ -�-°- xl I. - '�` „ , t -� - � '° S'.� , ` , - a " , f. ALL WOOD FRAMING JOISTS SHALL BE BGI TYPE JOISTS I _I UP. - , , r47 -7X6 .I t , R „ I I 3 , , I I_ ` 11. 11 ' ' ; ' . , • MANUFACTURED BY1 BOISE CASCADE CORPORATION. ALTERNATES ' - 'I - ' - „ Y .� COLUMN , , - ' ' _ SHALL HAVE EQUAL OR'GREATER CAPACITY ANQ`SHALL BE' - ", y' 4 " ' "' ,A _ i4,1 -2X6 _ } }' I v `, . REVIEWED BY, THE ENGINEER OF RECORD, ' - ' - _ a _ "' , , t 3' ..OLUMN 1 . , , '�� s` _' ' i ,I _ ! „ .y - r" -I� � "_� d '_, I ) ' I I ��, -t ., -1 - ' "• ' , . ' - 7: "V.L.•,- INDIGATE5 VERSA -LAM BEAMS.,.AS MANUFAGTUl:LED BY BOISE , " ' • ^ , - - ... _ - ' _ - , 1 - , ` , ' - - CASCADE CORPORATION. - ALTERNATES SHALL HATE THE SAME OR } I , . }, , x - ,- . "� ,' . -1 ... I , t"', " • " � ` }' ' ' ' GREATER CAPACITY A5 LISTED IN THE STRUCTURAL GENERAL. " - - ' NOTES. _ I I , I ; . �' < _ . t t _ I t - 1 t 1 ' : " ' 3. NDIGATES COLUMN DOWN ONLY- MULTIPLE 2X FRAMING NOTED - I I � _' I . . _ , , ,^ f ' ` r I - , ° t " , ` ' >` " - ,,, ON PLANS. , . ' " ' ° , < ' � " J . - - , - ' _ ' 11. , -_I ' - .4: �� INDICATES, COLUMN UP AND DOWN UNLESS IT BEARS ON _ , - ,2 ; . -4, , , ' ,.I �7" , (0_ - r '�, < _ , S , �� . ' 11 _ I CONCRETE WALL OR FOOTlN6 BELOW. OR IT 15 LABELED UP ONLY. LLx y - „ _ I �, f, , 5. t > INDICATES TOP OF BEAM ELEVATION, e ' ' .. . `. . , , ` , - - , _ " ''" _ ` � - ,�,. ''� INDIGATE5 TOP OF 'STRUG+YRAL. FLOOR SHEATHING , n _ - , , ° -_ r' r : _ ' ;' , "' _ _ , , ' _ , r _ 11, ' k 4'_ ' ' `' EIEVATION� „ „ , .' " ° , , , , ' - ' - , . - , { , _ . ,, . . , - , , � - , , " . " , 1. ", "I 1. HEADERS' SHALL BE C31�2xB UNLE55 NOTED O'CHERW15E ALL ` - 'R ' , ; ` n _ r _ y ° - _ . _ , a, _ At , ' - HEADERS SHALL' BE BUILT OUT TO 5 1/2" WIDTH BY> ' � - ' J ' ° - ` +, " - ' _ <_ - I - , ADDING PLYWOOD SPACERS A5 REQUIRED. " t r . - �. ,�� - ; 8: "ALL GOLUMN5�5HALL BE (3� -2X6 UN1�E55 NOTED OTHERIN15E. ;.� , �; , . , > , _. _ _ - , , Y .., - , A r , ' ,. , " ^- , ) tV+^` , -�. .:.'st +o•. •,' , ' " -, , ' i ' " . - , - - r - ' w = ,, , 4. W000 COLUMNS SHALL BE CONTINUOUS FROM FLOOR `., r . » - • • ` TO FLOOR OR FLOOR TO ROOF. ' TRIMMERS SHALL BE ,ADDED TO , I ' � ° i " I 1-1 - ' ' , ° ` ` _ ' ,' _ r - ' . `' ' , , - , - , - - - ' r . : , NOTED COLUMN SIZES -AS REOU11RED. - ' ' r , . . . . , , ' , ' r - , , - ' - ` r ^ , , ✓ , 10. INDICATES INTERIOR BEARING WALLS. FLOOR JOISTS _ _ � I - - I',- � - ^ ` " _ ' ' , - . -• BEARING' LOCATIONS SHALL LINE UP` WITH STUDS BELOW. , ` ,. . ` , ., .- I , r . . , " , ' .` _ ; , � s z r- .. ` _ , I Uf=f=EfR _L. E VE L . FL OOiR FfRA * I Nr�= �'L AN � " , It. ' ALL EXTERIOR WALLS SHALL' 6E CONSTRUCTED USING 2 X6 - - , �%' i/4" _ I' -O" ` ' - , ' " ' . STUDS. REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL ` - - - ' . ` - ' - ' ' , ' ' ` , , - . r - - „ ` ` - ' ' ' • INFORMATION. EXTERIOR -STUDS CAN Be SPACED 2' -O" MAXIMUM a - ' ' I , - ` ` , - ` FOR WALLS SHORTER THAN 10' -O ". STUDS SHALL BE SPACED I' -4" - ' " r ' • ' - - . I - - ` - ' ' ' . ` ^ ' ` ' I MAXIMUM FQR' WALL SHORTER THAN 14' -O" AND TALLER THAN , ` ' • -1 I 10' -O" STUDS SHALL BE ALIGNED UNDER JOIST BEARING LOCATIONS • . , _ - > Y ' - - _ , , ` _ a , y - • ' ' - AND THEREFORE SHALL HAVE' THE, SAME 5PACING'A5 THE JOISTS - ^ . " , " i "' r BEARING ON THEM, } - + 12. ALL BEA -IMEAM AND BEAM /COLUMN CONNECTIONS SHALL BE M :_ I •4 - , ' I . „ , - . ' , . . MADE WITH SIMPSON STEEL PLATE CONNECTORS UNLE55 NOTED , f - ' . . , r . , - , _ - ` 11 , OTHERWISE. - - . I - I - . , 13. RED ARCHITECTURAL DRAWIN65 FOR LOCATION AND SIZE OF - ' - - - , , r K ` ' ' ' ROUGH OPENINGS IN WOOD STUD WALLS. + I - _ _' - - - , ' 1 �4c , _ . ° ' I i4. _ _ ' ' a ' - I ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM ^ - r ' - - + ' I ° ;R, ' - - " FLOOR TO FLOOR-OR FLOOR TO ROOF (1NGLUDINC5 RAKE WALLS).` ' , ' „ ' ` , - ' " ' ^ h - ' ` _ , „.,� ,w _ - , ' -1 'co '�' I LE I - GRAYBBAL YA\V� . - ,, arcbitects' r P.O. Box 529 - ' 228 Midland Avenue ' BASALT, CO 81621 tel970.927.4925 + x 8578 970.927. fa 10 East Hyman 5 an , ` , ASPEN, CO 81611 , tel070.925.2868 - r fax 970.925.2877 ` ,P.O. Box 3507 - 107 North Fir Street TELLURIDE, CO 81435 _ 'te1970.728.3037 r - fax 970.728,3236 P.O. Box 6337 ' 37347 US Highway #6 S u'te' 200 I ' . AVON, CO 81620 tel 970.748,1516 ° fax - 970.748.1518 , aspen@cgyarchitects.com , I I - BRANDT - SIDENICE , t - I I , I , I I I I - - I � I � , I - J I I I � � - - I I I I I - - . - - . -- � I - 1_. -11 I I ,� I I I � I I I -I - I" I I I � I ''I � - 1 - - I I '' -1 VAIL `" .. _ - COLORADO - - - . FILE, - , 6064 E: 3 , DATE: ' ` , 08- 04-0 YDRAWN BY: AVN CHECKED BY: ' KEF /HS , ' ISSUE' REVISIONS:' r bD '' , . - 5 -28 -03 _ Progress Set 7 -21 -Oa , Permit - - 8 -4 -03 ` . , , - � , 1� I I - , . - _ - UPPER LEVEL FLOOR FRAMING - PLAN ` - 'SCALE: AS SHOWN 53.3 Q COPYRIGHT 2002 - COTTLE GRAYBEAL YAW ARCHITECTS 6TF ," M1 , ,r ^" J I . - . . .A_ . f _ = -,r _ .., A" , � I I . , ` I+ , , ` _ t _ y ' - t ' I I I 1 { r ~ , , t h - , v T ~ ' ` ? ' 4 T • + ' \ ` _ +. : ♦ - 1 , f ' , r - r . s a r y '. ,, ` - ? Y ` 'r i ' - `' 1 r " t , . a . '� ' � + I ` Y } J I , `+ ' ' ' , , ' , ' + A I , 4 f , '(` ' ,.'l. ' ' Y ( s ^ V . v , + , - ` , , } , Y , " y , ( - - y . 1 ` -{ " + ; - " ° ; y ' - _ p , , ` , �. , r - ' ' . , , -, • .� ' - ` v a " Y ` - - ' , , * _ " _ , - , , y . v • ,. , , { , - r , } ' o , / � �, - , , 1. �1_ , I � I ',',,-" -_ 11 .�,,, I I -"-, I " I I I -AL , I , t I I , - . , - ; ,` , , , , i. ALL WOOD FRAMING JOISTS 5l�ALL BE BGI TYPE JOISTS A5 I � I 11 11 � _ .' n .� , ' l - "i MANVFACiTURED- SY BOISE GASG,ADE CORPORATION ,A1,.TERNATES 21 I , , I .'-,,, � , '" 5HALl. HAVE.* EQUAL OR GREATER CAPACITY AND M � , . . - - , - ' - REVIEWED THE ENc51N 5HAE.L BE t - , , , � I ' , ' EER d�1. REi'.ORD. �' , , , -W . I ,,,- w "' , +' , , . , ' . , - ' • - - - ° , ' _' ' .. ' . ' r , , 2, -- "V.L." )NDIGATES VERSA -LAM SEAMS. A5 MANUFACTURED BY BOiSE ' I , . ' \ - / 2 2 , . ' `, , " CASCADE GORPORATION.X ALTERNATES SHALL H%VE'THE SAME OR' - a ' ;; OkREATER GAPAGITY AS,L,iSTEQ .iN THE STRUGTURAU,0ENERAL , " , a r`c b i<.f a C t S r_ , ,> _ , I - . , .,< I , ' ^ NOTES. � - - . • ` ' _ _ " , - �, / - _ / ° - „ _ ' _ _ = - _ 2 3 P.O. Po eoX 529' `'' - ' . . - ' . v 3, 1 -INDICATES GOLt}MN DOWN ONLY' MULTIPLE 2X 1�RAN11NQr NOTED ' r - - ,I � , - _ - ' ' ' I , ON. PLANS. _ - - . � , . , , , , , 228 Midland Avenue -- , ,, , - , . . " ' .. ' _ - , - , ' , . , . , ' , , ' - •(_ BASALT, CO 81621 ' . , , , , . c ' ` - r I . I , , .. 4. INDICATES COLUMN UP AND DOWN'UNL'E5S IT SEARS ON ' _ , • t - tel 970.927,4925 - - , r , , z' RETF- WALL -OR FOOTING, DEL.OW, OR IT IS LABELED UP ONLY. , �� - , �/ I , _ r ��� �� , fax 970.927:8578 F_ ' � , , _ , ' - , - , I • _ . 5. < - r INDICATES TOP OR BEAM ELEVATION. I " ` t�`� 'AT r _ ` ° , ', F I'll ' ,° } ' `, . r ".= L. . '6, "`"" ",F1Nt71GA'i'E5 TOP OF 'r�TRUGTURAL` FLOOR SHEATHIPtiS , M , ♦ ♦ y , ' . - ` r 510 East Hyman �, ' ' , - - , - 1 _ �� - , ' - . - ,L'LEVATfON.- .. f ( - , CC ' f , -,. - � " . ' , ASP9N CO 8161�� % _ _ : ` ;��„ . , � ._ _, - . ,1. , HEADERS SHALL Be t3) -�X8 �JNL`E55 NOTED OTHEAWiSE, ALL � � ♦. � ��- - r � tel 970.925.2868 - F -" f - - ' , _ - r L . HEADERS O A" BE" BUILT OUT TO 5 1/2" WIDTH BY " l � \ � \ r �� � • , , . .ADDING PLYWOOD SPACERS,A5 REWIRED., _ _ ' \ � _ \,, j� `p Q � ♦ � a� /��`' fax 970.925.2877 I I ' ` " . 8. ALL" C-OLUMNS SHALL BE C31 -2X6` �NLE55 NOTED OTHERWISE. _ - � � � � Q ) , - P.O: Box 3507 + " „ - �' '� _ " ; " - - �1. tNOOD COLUMNS SWALL BE GONTINUOUr� FROM FLOOR , ,���' : �' ♦ 2 1.07 North Fir Street , ,;- , ' - ` ' t' ' - ' - - , - - ' ' ' - • TO FLOOR QR` FLOOR TO ROOF. TRIMMERS SHALL BE ADDED . - - X11, ` ` ♦ ' . ^ - , ' ' ' , . - ' , - t _ ' , , " , Y - - NOTED COLUMK SI&S -A5 REWIRED. - - ' N. �' r `� '��,. ��', ♦ TELLURIDE, CO 81435 , _ I � ' � � - 10, n� INDICATES INTERIOR BEARINGS WALLS. FLOOR-'JOISTS, r ' . . ��1�` n _ . + _ tel 970.728.3037 °` I - - , I - _ , . ' r ».A I f _ BEARIN& LOCATIONS SHALL LINE UP WITH STUDS BELOW. ° - �P y ry ♦ ' fax 970.728.3236 I 1, 1, 11 r _ , ' , I - I 1 - + , , , ' , - ` - i t. ALL EXTERIOR WALLS 1444 . . . , , Lt- pE GONS'FRl1GTED U51NG Z'Xb I " ` ' STUDS. REFER,TO EXTERIOR WALL DETAILS FOR - ,ADDITIONAL �, • ♦ P.O. Box 6337 11 , s INFORMATION, EXTERIOR STUD$ CAN BE` SPACED 2' -O" MAXIMUM I 'r ' �'_ , , , � I " - ` - ' , ° , - , , , . f - ` , ^ ' ' " ," � FOR_WALir3.5�10RTER THAN 10' -O% STUDS SHALL EIE SPADED !' -4" ' ` - ' ' " � ?� • °, � .?� . I 37347+ US Highway #6 C, MAXIMUM FOR WALL SHORTER THAN !4' -0' AND, TALLER THAN p / ` °� , `� - Suite 200 ' 10' -O•' STUDS SHALL BE - ALIONED UND R' i T" AR I �, r , 1 AND THEREFORE SHALL HAV T E JO 5 BE INS LOCATIONS AVON, CO 81620 t- E HE SAME SPAGiN6 A5' t'HE JOISTS' � � `- . - ' ' � - , , - r ; $EAMINS ON THEM.° ° ° `�' ', �,h,��_ ?'" ���i�, +� tei'970.748.1515 . _ _ ' � , '� , , `y - - ' - I - _ . r t } , . , : , - 12. ,ALL BEAM/BEAM' AND BEAM /COLUMN CONNECTIONS SMALL BE ' / , , i K, \��'� >w `1v .4. _ fax 970.748.x.518 , <. MiADE WITH 51MP50N STEEL' PLATE GONNEGTORS, UNLESS NOTED 3 , { _ ,, _ OTHERWISE: / �' `i 1 T = „ -.. aspen @cgyarchitects.com , - tl.: RED` ;A,HITEGTURA�. ORAWIN55 FOR LOCATION AND SIZE OF ' ' ' `� ,� >,r.<, , Y y - . f . " - - , _ "I ,,. - ROi�sN OPENINGS IN W0017 STUD WALLS: _ / - � s r ! _ -1 I - - 1 , , ' 14. ALL EXTERIOR WALLS SHALL HAVE cONTIMJ0U5 STUDS FROM ' ` �Q �sv ° `: B R� N DT - . , , . , , ' FLUOR TO Fi:0012 OR FLOOR TO ROOF fINGLUDING RAKE WALLS). p , .'��� t v �, _ h.3 RESIDENCE I I I I - I - 1� - t, I �, I f- rz ^ , ` - - . - - - � ' . `, , ' ' . , �.. „ ; - STEEL, BERM - , _ - , . - - ` ' I 2' 3!4 9i ` ' ...��... ,PLAN �p , , _ . , , . " j I /4" 51Nc°3LE PLATE - 1 , , " . " 2` - T5 bX9X1 /4 • ( i _ SHEAR CONNECTION .. � � . ` -, - _ , - " „ , , , _ r - COL,UMN . , _ I r 1/4" BENT PLATE-, - " ° - , I _ 1 I BEAM SEAT WITH - - � / ' ' . `, R r , . , ` t r , a 1 r , r . } `, J ' - . + y ' + r t _ ` P .. e ~ * .. M , ' .. . , ' < _ + y -1 - f , �' - 61) -'!/4" �" Ti�1RU -BOLT - �/ - - _ - 1 n A r , , , ' ' , '' - " ` _ ' ,r v . ° , , r , „ � A , • j,- " � - } , . n " . ` ,I" „ • . - " Y 4 - , } , . ' - . .,^ Nr , Y � - ° I r ' M l,fn - ' ~ . -` ^ ` `^ i -11 f, `^ •ay „ r 5' + a , 3 ' ' ,w , - • , - w f T' Y , ' 4 LL xl +" '+' t e, • , - . .r 1 r•! ,, , t " , " r _ " l.' + `, ` , 4 - _ - � 'I -E ^ E L F OOfR~ F' ' ' �� �� Y I , , __ _ 5 " , ., WINDOW REf AiRCH .. . . nt V 't - , ° , -'- - ; , , r ' .. , _ , ' . " y n , , , i ., , -5 . t r ,Zt v x - j , ,. ( " , f '`.. y 9` ` -, w r r. ` y ry ` ' r r + .+ Z ' - Y - - v �� ^ •LY - , is .� . - ry " T ' { -' 11 - " z „ . , , , I/4" KNtFi�, PLATE , j ? � � I ' - I , . -,^ .'_ , , r VAI L k s ; s WITH �2I -!J4" @ \l.L $EAfN R� PL;tV Via,, ` ' - ' 4 �, ` < _ ", 1, r N F1..00R. J019T , NOT `` ; s _ �, 11 o- i , .� % ^ 51- �',iWl'� fe0R C,,t.AR,IT,Y ,;. , , , y u . , . Y , , «€ I I' .. _ . _ - . „ . " , .°�ri= :, °'�s;'� �' °, �'„ <,�`( t" r /�" GONGRErE 0 -( - - " _ •'� ;u 7�OPPING f, �" ,= �;' . - , _ �r I . L1� -_ ri . ,' -' ,F �''�, '" �1LE:. 6064 '' REr 'P4 =�" LOdR.5H@ATHING' - .i. - - . ' ' ' ,..- r , t , t s - ,� , y' }Y + s , ` !L �� , r r _ - ,.WITH 2X,`, ~C as< +`' l,,, - .1, - , , ' �.�t' ' i , .k's [ ' , 11 f A TIj ',�._, ;� -� rc�P r L.ATI* -4 k , ,, `t: ,_ DATE: 08 -04 -03 -11 , - I . , - , - . % - .j WI TH !/7 "; P P - r .1► k .� x - � , �`_ ''�- , _ - �z,a. " �', I , ,, , DRAWN BY: - - AVN , _ ,.,_ fir. -o, _ z.; �r �. „�' , ° , - v . ' t - _ (: t T (. i " /R.'., rt , ,. M , I n .r ,�, ' ,,i3 , , �- ' z . - ' r t _ e , . t - t a • - - , , . 4 + �„' . ('� `� y ' 'v ' ,_l t '`l ttlt + ', - 1 r , " .} ` - , , , ', , - - r k - ,�,.,.., ., , 3 V2 R161D r, «., 1,'` 1 '1' X TRIM ` - , - - . ` , ; _ ,`, 1 z'rt ', !�'h „, ; �� ,,, °� �`' ,. =ate: - '_� , r ��'`' �,; �� �' CHECKED BY: KEF HS r' +' , <, , _ . , , , a - -1, - �' _ f� . , , ° INSULATION WITH ., ;,; . , ' ,' ' - ' ' � ' _ - t i "tip =1" , - _, � r ., s " ''' '�� - , .., r �, 11" ' „ NAIL ARD,, �, " 2X10- . ' 1. 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I "� z, ,' N ' L' .. , , tt) -5/4 ", ,0, SCUT - , Ili% 1 Pro ess Sefi 7 -21=03 • I FI-0CM SHEATE^'11Nt , F/4" X 4" � - sWELD:TO STEEL '� , ,- , , . , ,., , , _ _ - y , - ' ,,, _ _ �r,'. , 616E PLATE ' ' , K ° ,'` BEAM , '' iX SOFFIT - Permit $ -4 -03 f , - - ' ' , , - , , ' f ', WITH 12)- 3/4" � � r T i k. _ - s . + _s' , THRU' SOLT5 r - � i TS bXb BEAM REr q/54.�4 r 'u r , - , . .y :r i, ' + x WITH KNIFE PLATE SHEAR , , ; , _ _ , ' , , - . , �, , ; ;c —'. I , �` � _, � ,2X6 INTERI01� L, � CONNECTION TO STEEL ,- '' , � I ` ' , , . ' , ;. _ - . ''' _ NON- BEARINO � , „ - , • SEAM WEB STIFFENER 11 y ` WALL V.L. JOIST REe PLAN r „ 80 O r ' , - - I - . d , b .' WITH 51MP50N W 7„ f2X TOP AND TT M . 1-1 F ~:;` . , „1J ,- 4 x , STUDF�AGIG' HANFsER SLOPED AND , ` PLATE .NpT SHOWN) 1 „ - ;'' - - . ;{ L," . SKEWED WELD TO , =' , , . , _ � . 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PLAN _ .FLOOR FRAMING , ' ~ t - I I I I - ' ` - , - - C�1� =314 - m ` , - .` STUD PACK COLUMN y wITH' S1MP5DN LBV . - , PLAN AND DETAILS , LAO ' - STEEL BEAM RED PLAN RE, PLAN HANGER SLOPED ` „ BOLTS INTO TOP ' RE, 4/54.4 PLATES I PLUSH WITH FLOOR ' i - J015t WITH ?X TOP _ " SCALE: AS SHOWN 1/4 X b BENT PLATE PLATE WITH 112" m SWAM SEAT WELD TO I 11 ,, - . _ BOLT AT �' -O" - , TS COLUMN WITH fl)- - ' - . '( ' ' , . ' ' I _ , < -STUD- PACK COLUMN - 3/4" N THRU -BOLT - ; � - , "� , ' ' . , I . - RED PLAN _ ` (//�� //� /]i" - /�'� 1 ' 11 - 11 � � I I „,� , U-1 I I , , - I , .. ji , _ , L y . _ , _- � - H f I _' F , , ,' r , 3/4” m 1' —O" 3/4" I' -0" - -, 11 9 ' r h 4 - , , A ' , ` x 5 � , _ ., ' . , , - Y _ + M , - "_ j 1 , ' ; ' - ` i , t x - S3-114 - „, r , , , ..',., 6....CTON& .. _ _ _ . 11 3 Y " r . 9/4" s I' -O" , . , - _ © COPYRIGHT 2002- COTTLE GRAYBEAL YAW ARCHITECTS ' - - , --.-- _a_y..et _ ., �,. rs •aaMW.}sw+~'�W.Y+sHww�+,w`4�+.. ,•L. +...,e.uw+i�wi. I, - r ' r .r' _ y f < , ' : � a ' e ' _ ' ; - ' + ' - Y ; ' e a F , J ~ . - t 1 .Y i,' ' r _ 1 - _ ¢ F_ r "` +r j Y 6 l F A , 3 - F ` _ .. ^ _ L2 _ " 1- . I I . I I I_ I I _,,`, 1. I I I 11 1 11 . , I I 1, _''11_ 1, � '' I ~ . ' � - , , - v . , •' , , " ' w , ' , , - R20F FROM (NG NO E S: - - ` ' I " , - I I I I _ _ _ ". - ,. � _ . - ' - , r - ^ . - I GR, YBEAL I .1 , r t, RQOF SHEATHINS 5/8 ( 40/20 SPAN RATING). 5TA66ER PANEL END .101N75 AND FASTEN WITH IOd NAILS AT 6" MAXIMUM ALL EDGES AND I' -0'' MAXIMUM I I ,►iy. OTHER` SUPPORTS. ; I I " _ . . " , , - _ . " y YAW'I 2. RED ARCHITECT FOR ROOF SLOPES AND BEARING Pt..ATE HEIGHTS a f 1 ` ` i ?- a NOT NOTED. r i s ' ' .� _ " - , < - , , , , ° . v . , 3.' AC.L HEADEI�CS SHALL BE XI , 11 ,� _ _ E M)-� O'UNLE55 OTHERWISE NOTED. ALL ' _ , ' ' - H ApERS SHALL 8E ENJILT OUT 70 5 i/2" OR 3 1/2" WIDTH C3Y ADDING P.O. BOX 529 _ ' r _ _ , t PLYWOOD SHIMS AS REOUIRED. _ I r - A " 228 Midland Avenue [ , _ ' - , ' , " _ , , . Y M1 ' _ - - 4. 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J " • a ° • e , r t , • ` - � , , ' i ,, K , F n `3 . • - ` i� GENERAL NOTES (N'GESt w _ , r .. , , , • •, ` > , z. -, - L. " - ,. > , -'t, %_ , Y +ry 'f • „ - ..,SY•t n+ °S^ , Y .},•, ` > , ,: a - a , • r , , C �� ' , . . Yy -, + • , -' i s. `LIVC'LoAOS U9Efl C►Tt .r COTTLE �' " ,, , - 7. ST:1{i.i +.TAL' StEEt: - v > , _ _ o . n , . . = rr ° • _ , • _ , -, , , *" , t . - _ , , A. ROOF LESS THAN AND EQUAL 3:1� 100 PS _ ` A: ALJ: STRUCTURAL STEEL. SHALL ,CONFORM M t0 AST1t A M .EXCEPT' WIDE FLANGE E04S { ` a B. ROOF SLOPE LARGER' 3 12 Bo PSF WN tCN 'SHALL CONFORM. TO ASTM 992. (SQ KS I ANq EXCEPT PIPE COL S MUCH ~ ° s SHALL" CONFORM TO ASTM, AS3 AM TUBE COLUMNS TO ASTM ASbo. 'CRAIDE- B. LATEST a - . _ MY 8 EA L . C. RESIDENTIAL FLOOR, ,40 GIBE ` - ° •,`�` , ,' EDITIONS: I R MAY 1 E TM ,' HIS » _ STEEL �SUPPL E Y PROV 0 AS A172 GRACE SD AT OT fOu M18f.ElLANEOUS EAIKCOEO ITEMS SHALL-SE AM STEEL. 2X12 TREATED' SILL rtD. GARAGE FLOOR so PSF _ " T P ' , r - ., _, » ., ; _ 9. ALL STRUCTURAL DOLTS SHALL,BE A325N INSTALLED TO'A MINIMUM SMUG TIO4T '5 O PINt3 SLA$ , ,k K DECK „ ° tOt1 °PSF CONDiT'ION. Atl1 IANt7u0R DOLTS SHAH COIfORY TO ASTM A307 UNLESS lgtEG' .' WITH W.W.F4 REI ARCH. , „ YAW ,A +:.ONGRETL _ AN0 Ill m LID I . , OTHERWISE. "' L•XTERIOR STUD ANGFiOR BOLT AT I' -O" rt. WIND F A 'Tc'aPPmkq 5L'AB' WtT°H W {T WALLRWITHS'ND „ w i . BASIC WINO E - D`MPH w C, STRUCTiAtA4 STEEL SHALL BE ETA E 1 t T ACCORDANCE', t E 1 - , EACH WA y SP ED 8 - 0 EL 0 ANO ABR +CA EO IN MI 1F( -YH -O ETA sl B •-s5> AT t " Y 43HEA F 2. •EXPOSURE, D' LATEST PROVISIONS Of AISC 'MMIUAL OF STEEL CONSTRUCTION.' ON- ISRADE WITH Mb AT. _ _ ,{ 5HiATHI SHEATHINGS 1 I!� ` CONCRETE NFa- t TOt�P,NKs a ,r o b� t e C t s _ » $ .i�►GH WAY BOTTOM t WATEt�PROOFtNGS'AND - . - 6 EARTHQUAKE ZONE 1 C.,' UNLESS RW T T EL * T -4° EAG S OT E tSE`NO EO US! 5 ANDAI�'fRAiEO BEAM CONNECTIONS WITH StE AND 5 A 1 H =RE PLAN fRE� PLAN BOLTS PER AISC IMAMUAL �Or STEEL CONSTRUCTtONl,TABLE It -A AND /OR AISC SIMPLE ,WAY'TOP Pt�{7TEGTION BOARD ° , - ' FLOOR SHEATHING P.O. Box 529 41VE LOADS ARE REDUCED PER COOS If,APPLICADLE. SHEAR CONNECTION MANU WiTH A32S -N BOLTS OR'NELOEO £OUIVALENT, SELECT' + A1� t { ' 228 Midland Avenue CONNECTION TO SUPPORT GOX THE TOTAL UNIFORM LOAD CAPACITY FOIL EACK G IVEk • - { X t'XX~ i c 2. TESTINO..INSPECTIONS AND OBSERVATIONS: Fr BEAM AND SPAN, STEEL SUPPLIER MAY SUBMIT `ALTERNATE CONNECTION DETAILS _ SL.OPE + , = ACCOMPANIED BY CALCULATIONS STAMPED BY THE REGISTERED PROFESSIONAL, Rey` ` r A BASALT CO 81621 CONTRACTOR SHALL PROVIOCCOOROINATtOy FOR SPECIAL INSPECTIONS of THE , ENGINEER RESPONSIBLE FCR'TH DESIGN OR ENG EE S REVIEW.- - CONSTRUCTION WORK ` (PA 10 FOR BY ORNER) AS, OUTL INED IN THE PROJECT E` COFMIECT iON 1 F IN Rf V i V - y i : jf • - 4 Tel 970.927.4925 4 SPECiFICATONS AND LISTED BELOW iN CONFORMANCE WITH THE PROVISIONS Of E. ALL WELDERS SMALL HAVE EVIDENCE Of PASSING THE AMERICAN WELCING'SOCiETY x`.*w'x"`X" � � � "' _ • fax 970.927.8578 -• , , CHAPTER 17 OF THE UNIFORM BUILDING CODE. `SPECIAL INSPECTION SHALL "BE PROVIDED STANDARD QuALIfICAT101u5 TESTS AS OUTLINED iN Aws -ot,I. • "' • . ° . • + • » STONE VENEER 9 �.• ' _ 'BY A QUALIFIED SPECIAL INSPECTING AGENCY AS APPROVED BY ,m LOCAL BUILDING R OFFICIAL, M r+ F. + MINIMUM T PER At T BUT, LESS THAN 3/16" CONTINUOUS _ - a ♦ v t WELDS O BE E SC ABLE J2,4 UT Y • " FILLET, UNLESS OTHERWISE NOTED,' •4 • +' , . ' , • . ; r .+ B. THE FOLLOWING WOiRIK SHALL BE INSPECTED BY THE SPECIAL 'INSPECTOR: _ .4 , 510 East Hyman `+ x C. FOR ALL BEAM/COLUMN OR BEAM/DEAM CONNECTIONS. PROVIDE t10i 12ONtAC SORT •+ • • ¢ *' STONE VENEER e. �' 4 ASPEN, CO 81611 t':" SOIL PREPARATION . SLOTS iN CONVECTION MEMBER ONLY �iMt- SECTIOMSt_ANGLES OR SHEAR PLATES). ., •. - • ! I ° s _ _ • ; X W ' -O" MAX Tel 970.925.2868 VVV EARTMWOtK EXCAVATIdur_ FILLING APD iPACT101 BELOW FOOTINGS, H� STRUCTURAL STEEL SUPPLIER TO FURNISH LINTELS FOR ALL MASONRY OPENiPGS,PER a.. 0•.0 • . Q= E10t1LDER .,` FLOOR JOIST, RE, PLAN fax 90.925.2877 AND SLAB ON GRADE. 1005E LINTEL SCHEDULE OR SHOWN OTHERWISE ON STRUCTURAL DRAWINGS, ONE Qo�. O Od d • •. E BOULDERS 'WIDTH . WITH SIMPSON ITT END OF THE NT FREE T ON ALL TO ALLOW OR ILONGATI "=f1 •• - - _ BEAR ON a • HANGER E L INTEL SMALL DE F E 0 MOVE NOR IZ T Y A f ON '' a I 2. CONCRETE - APO SHORTEN ING - V EILOGIC NLS " GRILL AND EPDXY L. .L.` I +, 'j p ILI STRUG'NRAi.' + P.O. Box 3507 a. THE TAKING OF TEST SPECIMENS TO DETERMINE COMPRESSIVE STRENGTH. , ' I. PROW JOE ANCHOR BOLTS FOR SEAMS SEARING ON CONCRETE. UNLESS OTHERW M NOTED, •' r- �' - L 3- "•X 3 1/,2" X 3 "'''x~ ` • SLAB REt ARCH. b. PLACEMENT OF REINFORCEMENT: SPECIAL;" INSPECTION NEED NOT BE t BOTTOM REINFORGIN6 lA3 t =ter -° .` I V�r GLR. I' L 1/2*, GLR. 107 North Fir Street b~ INTO- WITH 3/4" P x b• TELLURIDE CO 81435 CONTINUOUS. BUT MUST BE DONE ,ONCE PLACEMENT IS COMPLETED AND ,r. PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO WITHSTAND M4 :' 4 _ _ ' : ° H6 AT I' -O" EACH WAY •° » H6 AT t`-O" EACH WAY " ' vR10t TO CLOSING THE FORMS. ITEMS 70 BE CHECKED INCLUDE BAR SIZE. �. " ° EXPANSION ANCHOR ' EACH FADE tel 970.728.3037 CONSTRUCT iON AND /OR WINO LOA05 UNIT IL ALL F tELD' CONNECT IONS ARE COrtfLETED 2 Q GRADE. QUANTITIES. SPACING, LAP SPLICE LOCATIONS AND LENGTH. BARS AND PERMANENT LATERAL SYSTEMS AND DECKS ARE IN PLACE. ' % AT It -4" AND 2X4 .`• EACH FACE • •" , ` SHOULD SU CLEAN AND FREE OF ORGANIC MATERIAL AND EXCESSIVE RUST t O - ' AND MUST HAVE PROPER CONCRETE' COVERAGE, 8. NCN- SHRINK GROUT: >i� AT I' -0" XkI ` r,. ^ TREATED 7 �P PLATE . ° • • y • fax 970.728.3236 c. EMBEDDED ANCHOR BOLTS NO STUDS,'SPECIAL INSPECTION SHALL BE � . WITH -0 m • " DONE ON A CONTINUOUS BASIS. ITEMS TO BE CHECKED ARE PROPER A, NON - SHRINK GROUT SHALL BE PROVIDED: .. - ' AT 2i -O" - ... + _ ° ; • ` ANCHOR DIAMETERS, EMBEDMENT LENGTHS. SPACING BETWEEN ANCHORS. t. BETWEEN STEEL COLUMN BASES AND CONCRETE OR MASONRY SUPPORTS. • _ • P.O. Box 6337 4 » EDGE DISTANCES AND CONCRETE CONSOLIDATION AROUND ANCHORS. > 2 ... BETWEEN BEAMS OR BEAM BEARING PLATES,AND CONCRETE OR MASONRY • ` _SUPPORTS. ' � , _ , _ - - •` , 3 STRUCTURAL WELDING 2. GROUT SHALL BE COMPLETE AND HAVE A MINI i STRENGTH T • , vE A�AMI COMPRESS vE,$ E OF, �" `•, I'-Q" 37347 US Highway #6 ALt WElOINO,SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION EXCEPT' 6000,PS1 PRIOR TO ADDING BUILDING LOADS ABOVE. _ _ ` GLR. 1 " THE FOI�LOwtNC: 9, ROOD:` t I/2." GLR 8" GONGRETE Suite 200 1.) WELDING OOZE` IN AN APPROVED fABRICATORTS SHOP (N r` -r ' I WITH 06 AT 1'- DE • • • AVON, CO 81620 ACCORDANCE WITH SECTION 1704, - ti," ALL FRAMING AND TRUSS LUMBER SHALL, BE DAY DOUGLAS F'iRE LARCH. ORAOID`8Y tMb AT 1' -O" EACH WAY_ • a EACH WAY ii O" • b. THE SPECIAL INSPECTOR NEED NOT BE 'CONTINUOUSLY PRESENT DURING " WESTERN` WOOD PRODUCTS ASSOCIATION AND' CONFORMING TO UNIFORM BUILDIPO. • ; '� ; EACH FACE T tel 970 748.1516- I WELDING OF THE FOLLOWING ITEMS. PROVIDED THE MATERIALS. CODE AS FOLLOWS: c • Wb,X 3' -Q" AT I` -O" fax 970.748.1518 I ' ' QUAL I F ICAT IONS OF WELDING PROCEDURES AND WELDERS' ARE VERIFIED • EPDXY DOWEL 6" ` PRIOR-70 THE START OF WORK; PERIODIC INSPECTIONS ARE MADE Of, 2' THICK - 4'`TO 6f WIDE (WALL STUD ONLY) STUD Fb • 700 PSF - ••' ' WORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL WELDS IS MADE : 2' TO 4' THICK - 6" Ak WIDER NO. Z Fb + ° 900 PSI "` w . r • DEEP INTO WALL' ° as en@c architects.com 6 PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP WELDING. 5' TH ICK -. 5' At WIDER NO, 1 fb +• 1350 PSI • p gy ' t, SINGLE PASS FILLET WELDS NOT EXCEEDING 3/16" IN SIZE.; NOTED ALLOWABLE STRESSES ARE MINIMUMS APO FOR MONREPETITIVE'uSES PFIOR TO • • . 2. WELDING -OF STAIRS AND RAILING SYSTEMS. - ALLOMIBLE °STRESS INCREASES. ,. ..` ° - _ r ^ ' , -• - " - " • ` ' BOULDERS ` ''' _ _ 2 " - ' • • , 3. THE WELDING OF SPECIAL MOMENT RESISTING STEEL FRAMES. . ` - - - •a ! I' -O"` ", „ BEAR ON BLit. c. ITEMS TO-13E 04CKW ARE THE CERTIFICATION OF THE WELDERS, WEI.DINIC B. PROVIDE CROSS BRIDGING NOT OVER 8 "ON CENTER FOt`ALL 4X w0(D .gIsT9 AND • BRAND? PROCEDURES. MATERIALS, VISUAL `INSPECTION OF WELD SIZE, LENGTH. 2X ,SQLIO, BLOCK LNG BETWEEN JOISTS AT ALL SUPPORTS AND ENDS OF CANT iiEVERS. , » • STRUCTURAL • • • DUALITY, QUANTITY ,APO SPACING. ; , ,' . SLAB RE: ARCH. r C FASTEN AL'L WOOD MMEMGERS WITH COMMON NAILS ACCORDING'TO THE UBC SCHiDULE ' r % s- 4. NIGH - STRENGTH BOLTING, TABLE 23- 11 -8 -1 UNLESS,OTM I NOTED. " _ ERW 5E ..` 4 RESIDENCE o. WHILE THE WORK IS•IN PROGRESS TNE_SPECIAL INSPECTOR SHALL" ` > - 0. LAMINATED BEAMS • 4, 1 DETERMINE REQUIREMENTS FOR BOLTS, NUTS. WASHERS AND PAINT;" 1. ALL LAMINATED MERGERS SHALL BE FABRICATED OF 00tICLA5 FIR LARCH AT 12 • _ ' I - BOLTED PARIS: AND INSTALLATION AND TIGHTENING IN SUCH STANDARDS PERCENT MOISTURE CONTENT IN ACCOROANCE'WITH WCLIS. +ALL SIZES SHOWN ' -O" MAX ARE MET. - SUCH INSPECTIONS MAY BE PERFORMED ON A PERIODIC: BASIS IN ARE NET, „ .` - - ,. • a' . _ < LU BOULDER •a • • 4 t ACCORDANCE WITH THE REQUIREMENTS Of SECTION 1701 6. THE SPECIAL 2. `LAMINATED MEMBER SMALL BE- DETAILED AND`FABRICATED iN'ACCORDANCI WITH ,, Q _ i WIDTH • °: r INSPECTOR SHALL OBSERVE'THE CALiBRATION PROCEDURES WuEM SUCK INC STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF � •. PROCEDURES ARE REQUIRED BY THE PLANS OR SPECifICATONS AND SHALL µ 'STRUCTURAL GLUE LAMINATED TIMBER. LATEST EDITION AS PUBLISHED EY AITC. `• s , W g' STONE PAVERS > ' MONITOR THE INSTALLATION OF BOLTS TO DETERMINE THAT ALL PLIES OF, 3. 'PROVIDE UNITS CONFORMING TO AITC 117. 24FVB, D.f. FOR CONTIMOM- MEMBERS Q9 AND GROUT AT ' � • CONNECTED MATERIALS HAVE BEEN DRAWN TOGETHER AND THAT THE AND CANT ILEARS AND 24FV4., 0. F. FOR S IMPLE SUPPORT t1EMBERS. MEMBERS ., ' 4, I . a, . • r s SELECTED PROCEDURE IS PROPERLY USED TO TIGHTEN ALL BOLTS. "' SMALL BE DESIGNED WITH ZERO CAMBIA WITH 70P SURFACE CLEARLY $WED . LOWEST LANDIi�kS C. STRUCTURAL OBSERVATIONS ON EACH MEAGER. f " V I ONLY ; t 1/2" CONCRETE "� t - I- I/2 GONGRETE ' E. PLYWOOD OECK AND /OR ORIENTED STRAND BOARD tOpPiNG ' •• TOPPING 1 1. STRUCTURAL ENGINEER MAY MAKE PER IOD iC OBSERVAT IONS OF THE t. PANEL TH ICKNESS'SMALL BE AS, SHOWN ON THE DRAWING, APPL ICAT IOM SHALL BE e , a -• �� r' a' p ° FLOOR SHEATHING i • , CONSTRUCTION. •SUCH OBSERVATIONS .SMALL NOT REPLACE REQUIRED - ,IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD + _ 'o FLOOR SHEATHINGS, • '• a �= INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS 4SPECIAL- ASSOCIATION. ` - •, • INSPECT IONST' AS MAY BE REQUIRED BY CHAPTER ,17 OF THE UNIFORM BUILDING 2. -EACH PANEL SHALL BE IOENY 1 F IED WITH THE GRADE - TRADEMARK OF, THE ` ' • y ` ' COME. AMERICAN P ASSOCIATION L T t REQUIREMENTS » ;' LYWOON S ON AND SMALL MEET HE Of U S. '�RE� PLAN • ° - ' PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL'PANELS WitCM - +~ a RED PLAN ' 3, FOUNDATIONS, HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER 9H 1- '' •' _ ., BE OF THE EXTERIOR TYPE.- W • ' s, , W tu • ' t A= MAXIMUIt SOIL' OESION PRESSURE 3500 PSF (ON SANDSTONE BEDROCK) `3. 'FOR FLOORING USE 3/4 T11G STURO= I' -FLOOR SHEATHING CLUED AND JIAILED WITH i00 NAILS AT 6" O.C.ALONG PANEL EDGES AND AT 12" ALONG - V •O :. . ~ Y B. CONTRACTOR TO FOLLOW ALL RECOAbENOATtONS IN SOILS REPORT N0. 03 -014 INTERMEDIATE SUPPORTS.' 3 - 8" CONCRETE BY KOECHLEIN CONSULTING ENGINEERS. INC GATED FEBRUARY 20, 2003, 4. F R F (4 / iNGj EXPOSURE SHE NG NAt.EO " �. _ o •'a ; �, t, x OR OD USE S(8" 0 20 SPAN RAT 1 SHEATH WITH �- r SLAB- ON- GSRADE w iOD NAILS AT 4 O.C. ALONG PANEL EDGES AND At 12' ALONG INTERMEDIATE, WITH H6 AT I' -O' ` Q '. Z. ALL FOOTING BEARING ELEVATIONS SHOWN ARE'ASSUMED. EXACT BEARING ELEVATIONS SUPPORTS. - � � = EACH WAY Q Q • F. SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY CONTRACTOR WITH 5. EXTERIOR WALLS SHALL HAVE ONE= LAYER of 1 /2" EXPOSURE( i PLYWOOD OR 058 , E„ • F -! i- a " • ' APPROVAL OF SOILS ENGINEER AM LL BOTTOM OF FOOTINGS SHALL BE A MINIMUM OF SHEATHING wA1LED AT 8" O.C. ALONG PANEL EOGES. • a Q � t 48• BELOW EXTERIOR GRACE. " 6. FLOOR AND ROOF SHEATMINWSHALL ANT WITH THE FACE CRAM' + It EL BE $ ALLED' £ E ' d'H Hb` X'3`�O" AT l' -O" Q ' H PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. •' s ..w., EPDXY DOWEL b` i - + 0 •�. . D.- -ALL' FOOTINGS ARE TO BE PLACED ON FIRM; UP>t1iSTURBEO, NATURAL SANDSTONE: ` INSTALL SUITABLE EDGE SUPPORT tSY< USE OF PL1"CL1P5, TONGUE ANO - ° - n1a °. DEEP INTO WALL y m H VAi L KGROCK, APPROVED BY THE SOILS ENGINEER. BACKFILL SHALL BE COMPACTED ' GROOVE PANELS OR- SIX 10 WOOD BLOCKING VETIMEEN'S"CRTS. , ' , ' 4, • TO 951 (MINIMUM) MODIFIED PROCTOR DENSITY, PER ASTM 01557, UNLESS - c 4 • FLOOR J015T REt PLAN g Or11ERwISE RECt7AMENDEO IN THE $OILS REPOit= IF.SOfT SPOTS ARE ENCOUNTERED F. PREFABR)'WTED WDCO MEMBERS SHALL BE THE TYPE`MMTEO DN`TME DRAWINGS 'I• FLOOR JOIST REi'PLAN ; • �';~ co�oRAQO " REMOVE SOLI AND RECOAPACT Wt1M APPROVEO,FILL. (RE: `SOIL REPORT FOR w SHALL DE "BCC JOIST' AS MANUFACTURED BY BOISE CASCADE CORPORATION.- t. - . �w • M DESCRIPTION OF SEARING SOIL.) ALTERNATES SMALL BE REVIEWED BY THE ENGINEER. TO BE'CONSIDERED; AL`ERNATfS. - SLOGK'IN& PANEL ` GLR. j SLOCKINK3 I ' SHALL HAVE A LOAD CAPACiYy IN 9ENOING, SHEAR. AM DEFLECTION MAL,TO'rFt ,� !� FIELDS) AT, 21-0" t. ' A o' E. CONTRACTOR SHALT BACKPILL EQUALLY ON EACH,%1OE of FOUNDATION WALLS` IN' 12 INCH GREATER THAN -THE 31ZE 54004 ON THE ORAOINGS, VIES BLOCKINC;AND,80IMING.TO, '5X6 TREATED WITH MAXIMUM VERTICAL L -IFTS OR AS RECOMMENrDEO IN THE 'SOILS REPORT. REFER TO SOILS' ` DE AS REQUIRED BY'THEi`JOIST WwuFACTURER4 - ^ REPORT, FOR BACItf ILL MATERIAL. 'ZXR�. TREATED WITH ` v _ G:, LAM II MATED' VENEER, HAVE THE FOLLOWING STRESS ' `'' _ ' 3/4" m x fir• 6064 k F: NO BACKFiLLING SHALL 8E PLACED AGAINST flRSTYLEVEL WALLS UNTiL THE FIRST CAPACiTIES:.FB . 2800 PSI. E a 2.000-.000 PSI. FC 0 750'PSI• FV s'i85 PSI,.=. ; ' EXPANSION ANCHOR •" , • ' EXPANSION ANCHOR FILE: LEVEL FLOOR AND SECOND LEVEL FLOOR ARE IN PLACE AND PROPERLY ANCHORED. BUILT' UP MEMBERS SMALL BE CONNECTEM< iN ACCORDANCE WiTH K4mfACTURERS! AT_ �' -0 "" ° w .a+ AT i' -4` i - CONCRETE SCABS SHALL iSE PROPERLY CURED, WHERE FOUNDATION WALLS ARE RECOMMENDATIONS. CONTRACTOR SNAIL I1AVE_rt)E OPTION OF USING 3 t'/'2'tCR ' • DATE: OS -04-03 TWO STORIES TALL SACKF iLL ABOVE THE SEC" LEVEL 'SMALL COMMENCE'ONLY S 1/4- WADE MEMBERS. �• A ►TER THE THIRD LEVEL FLOOR IS IN PLACE. , . _ to +' io. NON- STRUCTURAL ELEMENTS' __ _ 6 " ` RE: 13/54.1 FOR •4 . DRAWN BY , AVN 'G. CENTER ALL' FOOT LNGS'UNDER'lALLS. COLU443 OW GRID LiNE51ALESS m •�`• r . EMBED PLATE AT . OTHERWISE NOTED ON PLANS. A. ELEMENTS SUCH'AS ' I PARTITIONS, ETC. T T s I OOR CHECKED BY. KEF /HS NON -GEAR Nc AR DNS, E C: ACHED 0 AND /OR 9LPPOR ED , AM NFL • - H. CONTRACTOR to PROVIDE, AT MIS "EXPENSE.. FIELD DENSITY TESTS EO LL _ By OVEME, S RUCTURE SHALL TAKE INTO - ACCOUNT, DEFLECTiONS A1'D OTHER 3TWTURA4 ;, . Y`- _ r .. r , ' �,� t,Zi- PLACES. i j V - d • t . ES S 04 COWACT F i - • UNDER FOOTINGS AM INTER IOR.SLABS -0?1 `-GRADE. A MINIMUM Of 2 REPRESENTATIVE "•_ >''4 - t fi ° TESTS SHALL BE TAKEN FOR EACH fOOT ING. ANID. SLAB 'CN GRACE. 9. -FIRE PROTECTION FOR'ALL., STRUCTURAL' PARTS' SHALL BE PROVIDED AND SMAt4 ._ ALL CONE REOItrREMENTS FOt THE ,TYPE OF CONSTRUCTION SPECtfIED BY +tHt ' n, +` ' 1 • ° ISSUE: r• NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED to THAI CONDITIONS MAY BE - ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL,MEMGERS SMALL BE>CONSIOENED' Nb T b" HORIZONTAL - ~ " + H6 AT -6" SO' RIZONTAL i INSPECTED`PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE, UNRESTRAINED UNLESS OTHERWISE NOTED. s _ H6'AT .b HORIZONTAL _ EACH FAGS BELOW EACH FACE F3ELOW EACH FACE BELOW J. SHORING Oi THE EXC/1VAt1ON MAYBE REQUIRED. THE SOILS ENGINEER SHALL REVIEW t/, GENERAL: Y °. SeWND FLOOR LEVEL, ' 4 t` THE EXCAVATION PLAN AND CONSULT RE SHORING REQUIREMENTS. - 5E�DND FLOOR LEVEL Ay SECOND FLOOR LEVEL �` y� A. ENGINEER'S' ACCEPTANCE'm4sT'9E SECURED FOR ALL STRUCTURAL SUBSTITUTOARS. ; * . c 3x • ,; ? • RGYISIVNS: :. .SLAG ON'GRADI : , .` . •: 1 _ :, r DD 5 -28 -03 B. VERIFY AL1. �ENINOS,THAMOH FLOORS. ROOF �T WALL$ WITH MECHANICAL AND : - .i s a •° w t ., I= ,_ w ARAT 1 F • TH AD F 56118 ON GRAD SHALL 8 IN STRICT iCT ELECTR ICAI TRACTOR VER IF ICAT ION OCAT ION S IVES L INT LS AND W ` , Mri, AT i -O VERTICAL . �, a H6 AT t -© VERTICAL A THE PREP ONO E'SUGGR E FOR THE E E , CON S. OF L 5 E ,`Q _ 7 -21- 3 T 1 R T F R THE REQUIRED 1 T T R r 1 1 1TY f ''tN',SIDC- FACE . ' �; x' L .A b AT I O VERTICAL ACCORDANCE WITH-THE PROJEC SOILS EPOR , RE E [NICEO ABOVE. E REQU ED CONNECT ONS ARE CONTRAC OR S COMPLETE ESPONS B t . T • " IN51DE FAG!*, , INSIDE FAGS' PCOgreSS Set O t CONTRACTOR SHALL DIRECT QUESTIONS REGARDING T EP _ "a - + ;'r, -" ! „ .. I ', • ' • - t S EGARO NO THE SUBdRAOE PR ARAT ION ` H AT " X C - N8 AT b" X C F a^ _ 8 T 6 X F _ REQUIREMENTS TO THE GEOTECHNICAL ENGINEER. C. PRIOR TO INSTALLATION OF ME�tiANICAI ANDJELECTRICAL EQUIPMENT OR OtAER i -< w r' _ , _ �, : - r G w Permit 8 -4 -03 ITEMS TO B TT 0 E STRUCTURE, EKG EER'S APPROVAL Oi CONNIC ON5 tt �; E A ACHED T THE N IN T i E ;B MOVEMENT OF,THE'SLM ON GRADE MAY E DAMAGE TO ANYTHING CONNECTED t0 APto SUPPORTS SHALL BE bBtA1NEQ_ �UNLESS SPECIFICALLY DETAILED EJH - "' J4' TH THE L OTHER PORTIONS OF THE' S TUR ISOLATION TAILS ARCHITECTURAL AND TUR DRAWINGS. RESPECTIVE SUBCONTRACTOR , BO E S AD AND 0 E 5U'ER TRtAC E ON OE TRUG AL OR NG SP VE _ a, FOR PARTtTiON MNltS, BASEBOARDS, PIPtNG`AND OTHER ITEMS MAY BE REQiIIREO, SMALL FURNiSH,ALL HANGERS. CONNECTIONS. ETC., REQUIRED FOR'INSTALLATJON OF _. K: +' t, :�< ~ ;' _ -r • - w ;' a'• ' » REFER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE RESPONSIBLE MEAGER MIS ITEMS. �` 4 t " OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO I . ` ,'.. _ *•' • ;. 130TH THE SLAB ON GRACE AND' OTHER PORTIONS Of ; ThtE SUPERSTRUCTURE . t fl .° PROVIDE ALL EMBEDDED ITEMS IN' STRUCTU RE As NOTED ON ARCHITECTURAL, � "' r;.° « __ , �•' ; �, t { � , � 'c' ; t�' . - ` ' . ' �• , , 1 , t " ♦ At "`'�„ 4i' r .. ' - ,. �r.. -_ "a. . . ''�'S,iJ ' _ ° , _ , , , . , 1 4'' 1'i _ , ° _ , MECHANICAL. •ELECTRICAL. AND STRUCTURAL DRAWINGS-, MISCELLANEOUS— 5. CONCRETE: EMBEDDED ITEMS AND ANCHOR BOLTS SHALL BE, FUNK iS 40 BY STEEL SUPPL ICR . _ M_ , , _ °;,� �'' "'� " . ;.• ; " " "AND INSTALLED BY CONCRETE CONTRACTOR. STEEL SMALL.FULFILL ASTM A36.1-' �' •' "-~ A.` ALL CAST -IN- PLAICE CONCRETE SHALL BEMAOE,WITH TYPE I II PORTLAND CEMENT. STONE ." ? <r r•` a -;, ,a:i,,. „ .r,'`��. - _ AT A SATISFY T f IR NTS 1 ,ASPH TIC MA Tt OATI XP TO EARTH t`'° • . '. %`. a. �. , 'AGGREGATE M6 SMALL SAT S THE OL40WiNG'RECU EME , E PN01f OE AL S C -C NG.ON ALL STEEL iW0 1I1000'E -EXPOSED THE AR, , , t„ ;r � , �� , '- `, `'i'�'• � "r,.�xr',- .. -�,`4 _ „ , 't '• "r :� _ _ ,. , _ > ,. _ , - , - r .a r � s . , ., •b P"' - .ta `f , , ' 3"tr, - �"' `' r ., _ , , „ . a• t r. j • � ,, , -'CONCRETE ITEM F'C mix TYPE MAX W/C RATIO S AIR RED. F_ SU9MIIT SHOP ANO ERECTION ORAWINf'$ TO ENGiNEEA FOR REVIEW Of ALL ISTtttCTURAf. .° F �`• STEEL. THE MANUFACTURING OR FAIIIR ]CAT ION Of ANY ITEMS PRIOR TO wR rTEN REVIEW,, 'FOOTINGS 3000 psi STO � SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK Of THE CONTRACTOR,' - , c n- . --,. �,' -- .r ' t , , ' . r ' , Y t x �+ . . , - •5 >I i�{Ii'• r'y• , ✓ -•i J• • , C X , " , ` •i'd , • 1. `! . - "\ FOWDATIQN WALLS 4000 pst'STO . GRACE Bp��� 4000 i STD - - - - - 0. WATERPROOFING VAPOR BARRIERS WAT STOP ETC. SHALL BE A$ SHOWN " +.;' �, `) • , �' i r ' ALOE 6••-J pf . . ER . . k 1 _ 1 ` . , - MTH ARCHITECTURAL DRAWINGS I 1 r I THE F 1 r t t INTERIOR SLA9S•CN GRADE ' < 3000 ps STD O.SQ . - ~ ON E CHI ECTURAL OR W NGS AND AS NO CA E>} N E SPECI CA ONSr• INTERIOR $TRUC AL SLAB$ , , _ EXTERIOR CONCRETE ( )', 500 psi $TO , 0.45` 8B 8B� H. ALL.MASd1RY AND STONE VENEERS SMALL DE ATTACHED TO, INTER 10t AND EXrE ICR' 'WALLS AS SPECIFIED IN .',SECT IONS, f 403.6 :4 2 'AND 14 .8 , 4 , 3 � 14E UN WOW FORAM BUILDING « „ T EXCEED _ - CEEO MIA IMlJA1 SMALL NO E , SLUMP .` .. , • , S. If CONCRETE SUPPLIER PROPOSES USE OF FLYAS14 HE SHALL PROVIDE OWNER WITH I. ALL 0IMIENISIONS ON STRUCTURAL DRAWINGS SMALL BE CHECKED AGAINST f1Et0 „ T F ELASTICITY - I DRAWINGS. s' , - , _ • :i, _' . ' _ ` a- +' �. -"'° s.`• , , - , - - - , '`" k•,, ' _' . , , r _ LETTER', ONO ICAT ING COST REDUCTION ION AT TIME O B 10. THE MODULUS IdODUWS OF ELMS IC OF ARCHITECTURAL „ L CONCRETE SHALL EXCEED WC1.5 33 'C' OR 57,000 F C NORMAL WEIGHT " yt , . a t , .. ! v .. � =lc�, ~Zx. .. J, ... 5`" 3k:1 _ n - r ,F`'r ,, P , r '4« -,., , , _ r' } ^' •+y+ - CONCRE E). , +r I ATI N INT .j u l ♦ - ! ISOL .]O 50i,�AttON ;wrNr_ =t; "t _ " -,� < �s' i /,� ,150LAT1oN J�iNT; .- _ _ , r t• - , dr _ -_ . r` •` -•'' "t 'tai > C - CONTRACTOR SHALL SAWCttt' OR TROWELCAT JOINTS IN SLABS ON GRADE. JOINTS SMALL « BE SPACED io`PEET AND �t MCUT`OR TRoK4WT 1/4 Of SLAB DEPTH X'3/ 6 DE' . , 4 SOME -ON -GRADE WITHIN 12 HOURS AFTER POURING, CARRY L SLAB REINFORCEMENT tHROUGM JOINT. t. Cr! -R.` WITH X W2 IXW2.t W.W.F. AL -` - , �_ Gt,i:t. WITH +dXb �i.2.iXW2.1 W.104P ` �,; GLR, WITH 6X6 H2AXW2.) W.W.F.` W T 6 6 0. . SLADS TOPPING.- i•OOT INCS 4 BEAMS AND WALLS SHALL NOT HAVE' JOINTS iN A - _ , 6 AT (_ O .' . . "b AT I O - WAY jryr-Q" , - ;., `i AGH' Y t00' -O" ' �t - EACH, WAY' REt PLAN _ ,HMIZONTAL PLANE. ANY STOP IN CONCRETE'110RK MUST BE MADE AT THIRD POINT OF EAGkt _ N'I'4 OTHERWISE ' a . ; N , 4 .- ..n.r...+r i E '' • •` d .�r�.. r� ' ' • SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SMEAR KEYS UNLESS A "� ; • :, SHOW, ALL CONSTRUCT ION JOINTS SHALL '8E. AS DETAILED OR AS REV IVIED BY THE - + ;:' F -f t - >x' ;° - +' � r ` - r � . ©,� ENGINEER. �'i, r t •'�- t; S �••a » ` E. ALL CONCRETE AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WiTH� (XXX -itX t. � • d � {XXIC' -XX~ _ + _ AC Bu ILO LNG CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE - STANDARD 'HOOKS FOR DOWELS UNLESS OTHERWISE -NOTED. ALL EXPOSED EDGES OF'CONCRETE �t �. » " � • � �_ `, I • 4 � �~�� ��., o .. , • - WORK SMALL 1t%vE 3/4 INCH CHAMFER. - � „ i �Ii r - 7�-++,r�l�Yt++irry►x` +r:�►iM� .�_ , � a � •-_.' - --, •ice �S'fiw��R".rZhll�wi•�Ii�II . �� • i` t v `t n`��w`w��.- "�!1'i±W + ..rte , �V •: •o . m. .o . 0•.0 . Y+ (,> p.• • o•.o a: •.o . - p. : a.o0 0•.0� _ 6. RE INFORCEMENTs ,O O 0 O .0 O .� .� 0 0 .� :. •o IL A. All REINFOtCtNG`SHALL BE MICA- STRENGTH DEFORMED DABS CONFORRMING"TO ASTM • • • - • • A 615. GRADE 60 EXCEPT TiNAT STIRRUPS APO PLATE ANCHORS WHICH SMALL BE s • ° - • • DEFORMED BARS, ASTM DESIGNATION A61S. GRADE 40 OR ASTM A 706 GRADE 60. " + `s ' y ' °. ,. ' ' s d ° ' - ±' fi GENERAL NOTES ti • w • •d �. , • 4 • d , 4 . • a ��_._ - - - •• • •i May •.. ° , rf "r •-• r�, t -,• •,- i �. d` `� •• r *, ,,e r tv • w • •• a ' '., !`, ,fir' a •• 1 @ < B. WELDED WIRE FABRIC SMALL CONFORM TO ASTM A185 GRADE 63 AND SHALL 8E LAPPED ' � a. • • a ' • ' '• " � • � `•6. • 1• ' � • e • • r . • • • ; • • � • s' + � ' ' • • r • ! 4 • s • , • • • � • •1 8 � ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER • AND FOUNDATION C. `REINFORCEMENT PROTECTION: t ° • , •° a' • o :, • ' • f 1. CONCRETE POURED AGAINST EARTH . '� - - DETAILS r " 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" - _ ' 3. COLUMNS A NO 'BEAMS (TIE BARS) r t -1 /2' - 5 3 -6 1 O" • w I� . , w 1 • •�, -611 - 4. SCABS AND YW LS (MOT EXPOSED TO WEATHER) 3/4" i r RE PLAN I' -O" �1 ` RE; PLAN F r IN WITH _ _ - ' . „ , - , _ _ SCALE: AS SHOWN 0, REIN ORCEMEuT PLACEMENT AND TOLERANCES: SHALL eE ACCORDANCE ` SECT [ON �3 -2 E. NG SPLICES OF REINFORCEMENT SHALL BE MAOE'EXCEPT AS�OETAlLEO OR AUTHORIZED 5�EGTION 1 BY THE STRUCTURAL ENGINEER~ LAP SPLICES. WHERE PERMITTED, SMALL BE A MINIMUM OF 48,BAR DIAMETERS FOR 26 BARS AND SMALLER AND SMALL BE A MINIMUM OF 80 BAR 3/'4' = 1'-O" x DIAMETERS FOR /7 _AND 18 REINFORCEMENT UNLESS OTHERWISE NOTED. MAKE ALL f 3/4" ' 1' "Ow t BARS CONTINUOUS AROUND CORNERS. - 3/4" F. PLACE TWO /5 (PER 8" THICKNESS) WITH 2' -0 PROJECTION AROUND ALL OPENINGS IN I - - S4nO EACH C�WALLS, SLABS, AND BEAMS ALSO PROVIDE TWO /S X 4 -0 DIAGONALLY AT G. CONTINUOUS ,TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED AS - a FOLLOWS: TOP BARS AT MIDSPAN. BOTTOM BARS OVER SUPPORTS CIO © COPYRIGHT 2002 - COTTLE GRAYBEAL YAW ARCHIIECT4 3 11 Y ` e r, V' < � , _ - ' ' .` } b ' < ` - '}e e . i i _ .. , r ' + . - £ e , , L < i _ ,_ 4 .. , ri, ` t- . _ , : x 4 __ " > �, , ....,I , - ' ' „ ` r" ' }i , - r - ' , ,. r' r , ' .."". , I z " , . , G ' r , - , _ , ' ` a" ".( ' -' _ ' - . . s ` " ' - ` - r - i ` ° ' - - ''' . '` a ' , - , 1` x ' n .. - , ` , , + " x , I ,- L ' 1 �' q'�"�._ ' e i CO UE, 11 I ' ' - t < I , . b CONCRETE SLAB - , _ � ' ' ' . , , , , - - ' - ` - , - , - . s _ _ GN -6RADE WITH K5 - - _ " - . r = ' , RE PLAN - „ AT t' -O" E H' WAY _ , ' . ' _ _, _ mf . , , � w 1 , r ' . , , , _ - . , I i YBEAL 11 _ , . , . a " ` - - - , , r I - _ . -• -=- -I STONE VENEER, , - 1. 1/4" X b" , KNIt°i@ PLATE 8X6 TIM BER COLUMN , ~' ' ` _s r ;`',, .. _ " • •. - i a RE, ARCH. . . " ' THRU -BOLTS ' , ' I /? ";X 'i 1 / ?" X '�A i / ?" BASE _` t ' - , ' , ?Xb EXTERIOR BEARINtS NX ?N E►EARIN6UMN` ` e ( ?) - «6 YAW , . " - ' . PLATE ON T5 5X5Xi /4 ON _ - , - °• : x • 5TONE "VENEER _ , , ` I -1 ° 3/4" BASE °PLATE WITH , Obo Obo O14 O•op IN 51M. SECTION - ' • F WALL WITH SHEATHINt5' WALL RE. ".PLAN iQ ,. !2)- 3/4 "1P EPDXY, ANCHORS - • �• . �' •t, -.'• •t, - ', _ I • C f S ( ?),, «g , y _ , „ ..` X6 TREATED PLATE ?Xb TREATED PLATE WFTH - ' 4 1 / ?" �1 AT E30ULDER5 BEARINU , - ON I SHIM AND VZOUT' - - ;' " '' a , ' , - s, - " , , _ , _ _ „ NI 1/? -�,X 10 '3/4 "O X b" EXPANSION _ ON,. TRUGTt)RAL SLAB 11 r ` - TYP. 'r AP GUT' ROUND ?�_O _ ANCHOR EACH SIDE 4, ", SLAB ON tSRADE MOT SHOWN) RE, SEC. P.O. BOX 529 11 S TONE c A ,' _ _ , tiANGi�,- BOLT AT' ?' -b" H 1 A RE. PLAN . 228 Midland Avenue_ " ' - ° , - ~ , ` _ COLUMN BASE.. RE. ARCH. - ' " z . ^- ._ , - - ,b" SLAB -ON- GRADE°, - - ' :p ` I " ISOLATION , , _ - - WITH W.W.F. LA 4 6RAYEL Y , ^ - t AND 2/54.0 Y 11 ' %I ' , - ' «5 AT I -O -X; - , " , - ' ' WITH "«aj Al- -- - - * /? 50L ON JOINT OF STUD PACK COLUMN ' B , F + . 8 "a CONCRETE SLAB ` - BASALT, CO 81621 I, I AT, i -O 1.4 •' - - 4 - - ; - - EACH �r ', r = 4" SLAB -ON -GRADE , ^ b AT i' -O' HORIZON L ON GRADE WITH «b 9 _ ° = « TA _ tel 970. 27.4925 ` , r, ,. 4 NOTE: BUILT -VP BENCH r • _ } •'j - .x , ; i ; WiTH,W.W.P. REt'i"PL"AN' ,`- x•x`•�•�•s- #--- :•- ..:..+� i x�e••�It- .= .- i._:"�. :-=- x�--,x EACH FACE AL _ _ +.' a DRILL LAND EPDXY Y , z PiEt "PLAN �:__ o. o•. • o :•o b° INTO WALL fax 970.927.8578 „ _ AT OVTDOOR L.iVINQr Q ° SHALL BE 150LATEG? „ «3 AT i` -4" '�/ERTIGAL M x;.o•ir i 40- _ >� ! ?) - «5 r ` FROM WALL (NOT 1, ° AND HORIZONTAL ' ♦ `.�".�.. ° •4 . a0 .. °a0 R ` >r y' a.o . a. o•, _ a 510 East Hyman ` .�' SHOWN) _ - Da oa•0 Dad �- ° ' ' 1ri - t t RE. PLAN ASPEN, CO 81611 . -, I oaf. adjo oa;�.o oa . �� - • •• , _ ° - _ , , _ �T . RE= PLAN , r 8 tel 970.925.2868 T VENEER + a .z , ' ' ' SEONE G E ' . • ; - ' A ` _ < - - _ . - REINFORCING - ° ' fax 970.925.2877 I. s , I a R AR H. _ " b" - , , I _ i , , (?) - «5 . i RE t PLAN' • a: o a.o . • a: o .:o • I I- ' 0 0. ' „ ,,, - «5,AT I` -4" VERTICAL - I Do .. d�.0.� .Od .D,� O,d�A. d1 P.O. BOX 3507 �-' , . I- , I - I _ .',, ^ T ,, , ` < 1/ ?" ISOLATION - -_ ' ' ' - - -�' -o~ - t. - r, - — �.✓ 1 �./t``� ` - - -' 107 North Fir Street I .K71NT DOWELS TO MATCH - . AND HORIZONTAL ` , ` . . , ` VERTICAL REINFORCEMENT ' ' «I • . ' . _- I 3/4" 9 1' -O' - , ' • ,' • - 4" GRAVEL B SE " - • ON GRADE' WITH AT -I' -o" X A TELLURIDE, CO 81435 •INFOacING ON 4 < - �' 4' I/Z s i / ?" �, - tel 970.728.3037 GRAVEL BASE RE► "PLAN REt PI:AN , - , " 2" GLR '' Z" GLR. I . DowELS To MATCH 9 fax 970.728.3236 ' ' , ; , • I - _x ," VERTFGAL' REINFORCEMENT , • . Y IRE. PLAN IO" - ?X6 INTERIOR IC?" • wl ��...�:Y.��yu•; >( � _ � < � ` . - ; ' � , . - - - - � s ' ' ° - _ BEARING OR NON- _ . BEARING WALL P.O. Box 6337 • _ - WiTH COLUMNS REs PLAN - '' 37347 US Highway #6 , F ` �O'a��0•"r Od�•On, Od ..� °� .. • . a - a - - a ' X EIO'rEANGHOR YVITH IJptNT50LATION „ _ .° Suite 200 11 " <V< , " 'r , •, (a) -!!S • . ,• BOLT AT ' -b" A I x ` AVON, CO 81620 • , m ^ ; •' ., �,' ' z - REt PLAN = 4" SLAB ON GRADE «6 T ' -O" tV tel 970.748.1516 ' _ L5X5X5 /b X CONTINUOUr - - -y •, ° (2) -M5 WiTH 1N W F. ON 4., . z - WITH 3/4 "4� EXPANSION • - - X - '' •' - GRAVEL BASE REt PLAN b" fax 970.748.1518 I ' •r, , , , , - ANCHOR AT 3 =0" WITH - - " " ' _ = ` , I. I I- , a , . 11 °' !i)rb GMV BLOCK , REt i�LAN , " ' _ p n gyarchltects.com ', " , ,, ' ., ` .• t t ' " G SUPPORTING STONE , . , I - � - � - , ', as a @c , . 1 AT 1' -4 "1, ' t � VENEER , > ° , I ' , - - , tiE. P_ LAhi , ` C ?) - «6 _...� :,._ x —� I x =' ° , r V R I AL AND I - r. - a: o 0•T o0 0•: o 0•: o . RE t PLAN • • ' I HORIZONTAL w1 ON Od O6Q. Od,Q.O.0 " , , , , ` _ _ • , •1 I'- -- 6" GMU STONE a - - < h VENEER SUPPORT ' , . t ' • • •• L 3/4" r-o" ' , Y N M M "� °' - . 'r .. ' B RAN D�' '' , , . I - 3/4• . 1' -00 ` _ , _ - - _ I _ (�) - «5 RESIDENCE 41 - n tv C� - ' I � .'y_ , _ . I - - 1�' , I - - I I I , , ?5 COLUMN RE. PLAN ,� ` r . t - - , r - • • «b ,AT I' -O" � REr PLAN � - REa`PLAN DOWELS TO MATCH ? 3/4" WITH;3 /4" BASE PLATE , y - - - EACH WAY '�` ( 1 E , .. VERTICAL REINFORCING WITW { ?) -3/4" m u.^ f ! N 1 ` • ANCHOR BOLTS ON i" , - , 11 " F i 0 < , _ a . ° ^: , STONE VENEER - ° HIM AND GR I > . , - _ - ° , 3/4~ r -O" • C ?) - «5 - RE r- ARCH. - , . " ," 1 , - R , . . I i - , _ , ' - - , - -. • - - - , - - ` .. , _ , , , r , , _ _ , R ° _ . ' . . ARC` + ,•4 h I J - ^ 1ZEt PLAN <, - , I Y • ! , i _ " - 4 T _ WINDOW AND'FRAME t /�' ISOLATION -, `. _ , •• , • , ' ' _ - - ; r � ' I RE: ARCH. JOINT ° ° ` . ` < " - , I O t - �a - , , , , _ /T5 6X3X1 /4 GONT. - - 4 . t ` - - , . - • ' , - - , t2Et t2/54I AT 4" BETWEEN T5 << T5 bX'„1Xt /4 COLUMN •4» SLAB ON GRADE ' OL �• ' , 3/4" ■ 1' -O" ` - SLAB WITH W.W.F. ° COLUMN.(ft#AA5, `FLUSH WITH OUTSIDE A - - '+ ' , ,' ON PLYWOOD , " WITH W.W.F. ON 4" DOWELS TO G - - . • PAGE OF CONCRETE GRAVEL, BAr.�E MA7 H ' - '" F4.00R SHEATHINt5 - - I 7 ' WALL VERTICAL REINFORCING • • 1 1 / ?" CONCRETE a ' ` `SL.AB -ON -cS I WE , BETWEEN COLUMN$) ' , , " - ' W' REs" PLAN - , , - «4 AT EACH NOSE - 1 - - , 11 . h11TH REINFORCING ' __ 3/4 X b BASE PLATE " ° , ' - _�, - _` TOPPING - • ' WITH (Zr -3/4~ -0 BOLTS - - - REt PLAN, ?XS TREATED, PLATE ON 3/4" SHIM AND - x . x:•� - -x-.w x�»•-�'• i-.0 ° • 11 N FLOOR SHEATHING - I - ' ' -r � ti , ,. X O ANCHOR HI >rtti , ' . GROUT . , 5 �•0 • .•O ,0 � , - - . FLOOR; J015►T5 Ot ' - - ' - , , AT�?'}b "'(NOT'5HOV�U . - . " - ' �•0.a0 ,M �a0 O• RE, PLAN ,' 6` a ° < VAIL - ` 5M WN IxOR CLARITY _ , RE, PLAN / - - ,, ' 9 CONCRETE TOPPING , O Gc b GMU STONE , , • VENEER SUPPORT ,{ • - _ ' • „ , ' f ; ' REi ARCH. .•° ° •' 4 b" OR 6" MIN. ' ' , , TO, FOOTING • ° , , 1 'REi PLAN' - ` . , _ r. - - : ° a ' - R a PLAN TH COLORADO -1 r N p - _ , , . = -_ FLOOR 5HE;4THiNS § _ • ( ?) - «5 a . E � _ ". A ' WALL AND FOOTItkS • . 0..0 0yp . o. . - - � .tip` > qq o •, ,i a REt x/54.1 OR IZ/'S4.irt1'n��tS..r1•n ofenS'Oi�oti�al. _ - , , . - -� ✓ c . :`• ^`i:` " ..' - _ a , I. , - r" ' < • t'' - - I , - ,� - . - , {,. . , _ _ ' PLAN - , _ ;I ,�: _r .. , ° ,, FILE: 6064 ' - #, y . . . I •' • , : , , - ` ' '� - , ' " ' ` - r, „ t?i "« ' - . , ' - .:-. :. <'` , - , - „ , -r,- I °' - <,i , _ t ' " . . , : ,' . ' - ' 'r►'3< t;, , ' - « R #5-AT I' -o" DATE: 08 -04 -03 11 11 b. . . � T ION' I < _ :� __ ` �' AGH -WAY < I. 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BEAM _ ' ,. �, - r ; , - - RE; PLAN LOOR - JOISTS • - , - - - , , &ECTION REr PLAN w G l , BLOCKING . , - . ` . ,. . , 3/4' = 1'-�O" " - - u , 5IMPSON IUT . , , "' - , , - . , t FLOUR JOIST REt PLAN - ' _ . . HAN6ER5 - ,, ` " C TI I .. 2X BLOGKINF3 AT - . �, - WITH SiMP,7N ITT - 5ECT' - 4 1 - OVER - RAMING AT ? O Ri HANGER _ v . , , I �N - 3/ " a ' O" " DS , _ Xi IPF?Ep OVER- . REt PLAN , . 4 -O AND AT EN - , . - • : FRAMINS ALIGNED (NO CANTILEVER VERSA -LAM BEAM 3/4" I 1' -O" I ,}' I V.L. BEAM REt PLAN . ` ,,T OVER MAIN JOIST _ AT SIMILAR) , RED PLAN REr PLAN - ; r . - - , , „ ` - FLOOR JOIST REt PLA I - , ` • 2X JOIST REt' PLAN ,' - I - : . - I -1 - ` WITH SIMPSON ITT � - { , , - _ 'KITH SIMP50N U HANGER - " • 4 � , i ` • . - I , _ - _ w HANGER _ , , STEEL ORIYA .- _ _ _ _ , ` " _ " ' I ` � _1 , BEAM FLU5l� REI PLAN' > ROOF SHEATHING 1 3/4 "X 14 L.V.L. VERSA -LAM BEAM LE06ER= NAIL .' - t, . r - TI - - „AT" SIM. SECTION _ STEEL` SEAM REi PLAN - WAtERPROOFIN6 THROUGH SHEATHING REr ARCH. REr PLAN r WITH 2X TOP KATE _ AT 6" INTO STUDS I I I I _ . 3/4" x t' -O' L i . ' WITH��1 /2 "-m BOLT AT - - , 1 I` 1/2" CONCRETE , , I I I I I I I I I I I ` , -, , , - d - 2--O lSTA6GER) 2X6 EXTERIOR BEARING TOPPING 1 NTERIO - ° ` ' . ' I - , - , - ; WALL- WITH SHEATHING BEARI46 t I 1/2" CONCRETE - . • < . , Gam ` �` { - - FLOOR SHEATHING STUD WALL TOPPING ' -t, Y" , u y 1 " 4„ V C 1 f ON VERSA -RIM W/ PLYWOOD 3/4" * i'- SHEATHING FLOOR SHEATHING I , ',_ , , 3 / J ' STONE , w - ^ : _ s . , , , : ". , VENEER - ' t - REt ARCH. DOUBLE f `° ` s " x; = - r ROOF .JOISTS () , �_ , i = , , , ' I t ' -° 2X6 INTERIOR BEARIN( RE i PLAN . . , " , ' . ' ' - 2X6 EXTERIOR ' 3" CONCRETE.?`OPPtN® WALL REt PLAN, , ' , _ - _ BEARING WALL WITH REt ARCH - , ` ` ` ,' ` N6 V.L. BEAM , _ - SHEATHI - ' .. , , r. " , � ` ' a _ ` I 4" 6ARASE SLAB - � A - FLOOR JOIST RE: PLAN RE, PLAN r 5/2 ` V.L. BEAM v. ` ` ' _ ` I FLOOR SHEATHINGS- _ 1 , , _ WITH 05 Ai, 1,,0 EACH - .. . -, . ' � , , 3 I REr PLAN 1`' I WAY' ` RE, PLA a . ,_ " . • i, _ , r BLOGKIN6 PANEL 1/4" BENT STEEL - ; , " WATERPROOFING v AT 4' -O" (2 FIELDS) I ' S" U- SHAPED BEAM , -I 1 _ - REt ARCH: - ; . 3 /b" X 12" BENT SADDLE W/ 3/4" m - STEEL BEAM RE+ PLAN "I , I ' "I - , 2X6 EXTERIOR . , , -- STEEL PLATE BEAM _ ' I . . THRU -BOLT _ Y WITH 2X TOP PLATE WITH r° I , - - ,1 • FLO��t , 1 , IIN"I _ Y BEARING. WALL WITH SEAT` iM/ (2)•3/4" m x 4 "'' ', Y ' - , , , , _ 1/2" m BOLT AT ATE - - :_.° i' _ , _ SHEATHING LAG -BOLTS , ,,I >,, i, . , , r r - . . _ ' ` a (STAGGER) :' _ . . � r , , > � , 5E10. , :. �'` " ` , ,' , , ' 1 t /2'` +GONC►RETi� ' : _ . , _ _ - ` I . _ . ,, _ _ C ! ° N ' - SHIM TIGHT I - w ' STEEL BEAM SHALL TOPPJNCi _ " RE, PLAN F '.�/ L -O - _ 1 �e r =' - BEAR ON FULL 8X8 fe,LOOR ;JCS {5T REr ' Pt,AN' ' FLC±Oi SHEATI^itN6j - � „ , ti , „ ; �- (' , COLUMN I � - , .,, �, � _ r,.t ,, _ 3/4` x,I' -O* -' _ - 1 ��.,',, 5 r Z ^ ., - t ' , . : - .a > - . , _ ' . - } ,- F , Y3 - +. ' { L. , • t ' 1 ° t w ' ' .. r • ° + 11 _. , .. . A' } ., x I I - _ a ' 4 r. f, R , , , i < BL6GKiN6 RE, PLAN r , , 1 °^ : ' _ N : ,y .° ," - I t T - _ - - , _ aj x;,A' 6 - , , WEB STIFFENER EACH 3: ,�`. r _ �I �.' . 4.,' '<'' _ : ` �, , ' ` - , , . '.n" SIDE ABOVE' C.f�LUMN ' - ' , �� " `_�. 4 f - 1 ;:�,, ,, - .. ' �� ; . �* ,z "I p ° . , ' ` . , , , , . �_ _ `" ' _ . " - 1 V , . ''' ., t k` .. e> ,`.'a,, kE- °, "i , '�,= "'�N,t^ i r>s« .4s _ r -. #\ ,. i , Yt`:.�j' ` ,` •� _ , ' , . , , - . e Q , ', ,. '- � a "" _ � a � ,.. I , ' , EXTERIOR , r y, ! i /2" CONCRETE x" ' , " d , . t I' >D r ' �� -;. ��r'•��t .. STUD WALL' .o , 1 . , ,, , Y ;TOPPING MIN. RE: ARCH. .. - . , _ - ,. , - . - - -_ ' - _ t �,' .7 e. , , , , :r .`J 1, 'r, y , -. .a`, - , , W/ SHEATHING, o v s ' . s , e . r ,� . , "" , .. . ' 't 'i r f F F 3 ' 't ". _ e ,_ ', a " 'a Y 4 L . , i , , , , '. . 5 t; ,,, , -!' , , G r j , r 1D �:'= a �� ;,r.�x., , =, r "u Y r „ r I ` FLOOR SHEATHIN r ' - 1/4" X 6" KNIFE PLATE 8X8 'TIMBER- COLUMN , , �,.-�� i ., ;�,r� =�,; ? 1 t/2 ",CONCRETE ���, �� ' , WITH (21 -3/4' Q0 THRU - • .. - . r" . "1 , ,. � ''' = TOPPIIsIG, �, n - BOLTS r ,. � - ��.QCK1NS,�:A Ek,,9. t'"z: ...� , -',' ;. t ` w W ., ry - ; � - - I ) , , . . , , I . " I I I I I I I , - , e + ♦ < • { ,. • , ' , - - x . r i �J1 ~ _, , '- ' ` • °, �( ' ..t - '• y - + ° : �. '• ' , ! ` . Y' r 'I ' ! + ' ' ' '`P Iy \ COTTLE 11 I T _ ' I 5TEE =� BEAM RLr PLAN Y : , , - - ' _ - . - _ ','.3 1/2" R1451Pr " 3 I /�„ RIGID - , ,, , , . , WITH 2X-TOP PLATL� - , INSULATION' WITH . ;' INSULATION WITH 1„ , I , .' .. . I ', ' - I ° . . , .. - . _' � ' _ ' ANa WE13 faAGK E.�►GH' . , , , NAILBOARp " NAILBOARD (NOr , , .t , r • _ i REr 1,54.4 FOR. . ' WITH 1/2" 0, BOLT AT' - - , , . - y. AT 51M. SECTION) GRA'�BEAL w ABOVE,. 3 t/2 "' i�16ID <.� 2'-O" lSTA6GERJ r r _ ROOF SHEATHINGS �'� - * WATERPROOFING IN5l1L AT10N AND ' i `., AND DRAINAGE - ' E3LOGI�ING -"'"" Y ROOF SHEATHING 12 REr ARCH NAIL'•BOARD pl� ", BEYOND' YAW I 4 . . , , . . . 1 , 12 k - I ` 1 ' . + RE', PL. �' - x ROOF SHEATHING, _ ' ` _ - ' A ' '. : , - r - , b.. ' t' 11 ' , ' STONE VENEER 2X6 EXTERIOR-IBEARIN& - I ,�`" - , - 2 3l4 "' BLOCK - 'PLAN, - d r c b t c c t S A y _ REs ARCH. ' WALL WITWSHEATHIN6 2x TRiM I :ARCH. - V r. „ Ib V AT TOP IM 5', , - _ ., t _ _ - f --I�"~ RIP AT TOP AND x I, - , ' a ,,. , r ' . .z 1 - I BOTTOM T I ' F - . ROOF SHEATHING - _ < rtl. BO O TO P.O. Box 529 t - �,��I , I ' _ _ 12 , BEVELED PLATE I . �'� - -- - , I V1 , Y , . , 228 Midland Avenue I ` �� E L FASCIA .,a I ` BASALT, CO 81621 t - ^ R : P A VERSA -RIM , - _ . - 2X6 POST EACH - r - - t � _ -_ R ` - � -K I - OUTRIGGER �x wooer - ' , _ tel 970.927.4925 ` } , ` - ' ` I A A p - - " 2XIO ` , - „ " . TRIM ", , ROOF JOISTS faX 970.927.$578 I RE+ PLAN _ - I till • • • - , . - - • ROOF JOISTS - , - I _ � mill ` - .- ., _ r REx PLAN WITH __ il - u , ARCH, Ix SOFFIT ' t^ CONTINUOS 510 East Hyman % r + 1111 a BLOCK SOLID AT STONE 2X8 X 6 -O r _- u u VENEER- 2XIO OUTRIGOER5` 3x BLOCKING -- ASPEN, CO 81611 i, ' - - ° . ` - . { RE# ARCH 3 I -°-' I . . ' . � IX SOFFIT ' _ - t BEVELED {, S1MP50N CONTINUOUS a TOP PLATE tel 970.925.2868 t T5 bXb BEAM REcr PLAN r HU HANc3ER ' \ BEVELED TOP PLATE c =- fax 970.925.2877 - , WITH 2X TOP AND BOTTOM _STONE VENEER ----�^ - ROOF JOIST PLATE WITH U2" m ?t 2" V.L: JOIST RE, PLAN WHERE OCCURS i EXTERIOR EXTERIOR STUD . = P.O. Box 3507 • REr PLAN BEAR 2X6 INTERIOR BEARINFr THREADED RODS AT 2' -O" WALL WITH SHEATHING REr ARCH. T^ _ STUD WALL t, ' FULLY IN WALL - r _ • � BLOCKING I - - - - - - , 3 WALL" WITH SHEATHING WITH SHEATHING 107 -North Fir Street 0 „ ' - - , - - . - , -- , f � - _ . M1 . _ ` } . 1% _ . , TELLURIDE, CO 81435 ' I } INTERN STONE � ' - - , , , , I I I I I „ , - I VENEER REr ARCH. T I - _ ` _ • - �./ I �./ I �l � I + I - tel 970.728.3037 11' , ' ` I 4 _ � . ` - ' • WINDOW RED ARCH. - 3/4" . I'.0" , _ fax 970.728.3236 1, I 11 w,'° ' .. . , r C f ' I O ! �l � P.O. Box 6337 , 5ECT j /�"� ( 12' , , - INSULATION W/ 11 -" ' ° ION 1 �[ ROOF 5HEATHINS .� � w �. "2X6 EXTERIOR WALL— p „nk.., NAILBOARD +' 3/�4” = I' -0" { ` ► 11, W {TH SHEATHING 37347 US Highway #6 � - , � I 3/4" = i•_O" , , - - ROOF SHEATHING Suite 2OO I _ _ , - , 12 , _ A , - , _ AVON, CO 81620 , •. - _ } - ' Er ALAN( '....._. _ ` v.L. BE M RED, PLAN 2Xb 12 _' , tel 970.748,1516 I „ • - I - - r r >. - .I •` t . , FA$GIk � RE, PLAN (�� - _ fax 970.748.1518 ' I F � ,r "111 + � I - IX DECKING , r ' - . r - RE ARCH. BLOCK N6 ' t` r !ROOF SHEATHING 12 'I _ . _ 5 1/2 R1610 aSpen@CgyarChlteCtS.COm I -1 , AT 51MJ I I , , , _ • _ A _ , . I 11 ' - - ' - RE: ARCH. �� - `°' . _ , r INSULATION , . _ 2x FASCIA WITH NAILBOARD � I .. , - 2X FASCIA' , , , ,. , . .. _ , _ _ REr ARCH � B RAN DT �,, , RE r ARCH. I , _ _ _ - I . .1 11 f', . .. ROOF ,JO15 T" . y t , , , ` , : ' V.L. ROOF I RESIDENCE ° 'A . . 1 , . , , , :. . - RE, PLAN - , .JOISTS RE* PLAN ROOF r'. • - - 2X BLOCKINep , ° f tt ii OVERHANG BLOCKING SHEATHING -11 I bX8 BARTERS REr PLAN SIMPS ON LBV e" _ - _ tiMBER BEAM REr PLAN 12X8. WITH' H�°+N6ER 5LOPEG r - 2X10 U TO 7 i /4" DEPTH ; ' ' I • TIM PLAN • • IX SOFFIT AT 51MJ I CONTINUOUS X IU V.L, , < . . , , C `` f�'�` C IX SOFFIT - _ - , u EXTERIOR CONTINUOUS F, , - � , l21 -S/4" LAG -BOLTS i j' `f err= C:T -I ONr �, rr► _ u u SYSTEM WALL 11 I ' �T1MBR COLUMN u _ RE ARCH SYSTEM RE. ARCH. ROOF JOISTS ;, . , - , �` -4/4" I' -O" ^ REr PLAN , ' ' - ` , � r , " ; RE+ PLAN I _ , _ TUBE STEEL BEAM T5 COLUMN W/ 2x TOP PLATE WITH - . BEYOND ,, � • < I � - , , - - - , I _ �7E!E'.L BEAM RE +' PLAN 2" 2" BEADED z 11 ' . . - ' r ' ' - - 1 ' , ` ` . , _ WITH 2X TOP PLATE'. RODS AT, 2' -O` - < EXTERIOR k, . �T; - . •�" ' AND WEB PACK EACH STUD WALL • - WITH !/2" m BOLT AT WITH SHEATHING - , . �`` '�` (/�" { . `� - 3 1/2" R161D - - 2' -O" i5TA6bERJ ` &EC;T-ION IG/ ° - - ' - :. �.i' ° 1 t V t �� 3 INSULATION AND , _ - I , ,,, I 1� " 3/4" = I' -O" NAIL BOARD • '� © 3/4" . t' -O" i „ - " , ROOF SHEATHING - ' - t ` ` ` , < , ' , , - • . _ I • - i ZX TIS2IM'REs ARCH: t 2 3/4" - 3 V2" RlG10 INSULATION t , . , ` , - . _ • - - 1 ' , I - , - _ 1, r , WITH NAILBOARD . - r ' I "I . 3 • t2 - - .. . r - - _ , - ROOF SHEATHING _ , V ECTION,2. .. . _ , , . 1 � , .1 . I . , - " VAIL R; _ - 3 i/2 ", RIGID 'INSULATION ° REr PLAI4 j L - 3/4 = 1 O" I , , , . WITH NAIL, BOARD Y.- _ fi � ` - - c��oRap�' °� , f - `� _ , - „ - ROOF - SHEATHING ,.' , -; " - , .,� u � - BLOGKINtS BEYOND ,_ REr PLAN ` ' - r;:,j' , -,_ , , .r ' , ,�,r Y ' , � , �u" � 2xlo CARGH.. I r'. , - BLOGKiNS 4 - - FILE: 6064 �;, - 1, ' ti , y 13C 5C>FFIT � T , � _ , z , \ 51MP50N 1 ; t 6" 3 V2 RIGID DATE: 08 -04 -03 r , _ -, i HU HANGER` - - 2X6 FASCIA III , Y INSULATION DRAWN BY: - - AVN "I I s_ _ . , I � . . '- ` V.t.. 'F3EAM REr PLAN V.L...i015T RE PLAN. I s I WITH NAILBOARD - } . T t „ t , - ' - - ROOF JOIST REr, PLAN STRAP EACH -END WITH; : 1 t - ` I 2x FASCIA CHECKED BY: +- t2J- 5LMP50N RP5 _ RED ARCH ICEF /HS ` ' •.� , . , , . - < : , , • < _ BLOGKIN& r' STRAPS , _ q E3LOGKING , < ' V.L. ROOF JOLT I d' �' _ - ' REr PLAN NOTCH n 11 I r - ,' BEVELED PLATE < _ , 2X10 BOTTOM AT 6�/ERHAN6 , - - , - t. - A5 SHOWN - ROOF ISSUE: .i a r , _ 1X 50F1=IT • .2X6 E`XTE RIOR 51!AKIN& ' , ` r h � BLOCKING SHEcAtHIN6 11 . `WALL' WITH SHEATHING ` WINDOW RE:r ARCH, 3C SOFFIT FUR GOWN GEILiN6 , I ,' { , . ".4,1- I - - _ 2X& ROOF ,.JOIST - , m - . � f i � , ' ' ` RE ARCH. 1 5/4" X 14" V.L. 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JOIST REr PLAN ` ' 5 r - V E C T t ON I I , - - 2X6 BEARING WALL _ I I I I . �' . - _ • 3/4" =`!' -O" WITH SHEATHING 1�k - 1- . , SECTION � , SECTION 4 , 3/4° = 1' -D" 3/4" a (' -O° © COPYRIGHT 2002 - COTTLE GRAYBEAL YAW ARCHITECTS ti O } _ - ` • i ,- .- - - _ , ' r r f - , w _ •' _ - , , , • _ . , , CO �r-rL,E I I """''fi - " ,< , " t ' - .. 3 ' ' I I , - _`, - _ , - , , , REs ARCH �FIN6 ` , _ , I Vl� , �,.�• . ' , . , _ ' _ , - , ... s - _ ' _. - _ . '` - . 1 _ _ , .. , . - GRAYBEAL 3 CONCRETE 4: r "', , • - , TOPPING • „" _ + FLOOR SHEATHING' _ _ `, ..s , _ 2X TREATED PLATE' �, _ YANV ' y T WITH "1!2" 40 X IQ,""ANGHOR REt PLAN - - TREATED �X6 4 ' "• , , 13OLT AT 2' -6" , - I + - , tRE, PLAN) :t _ _ AT 2' -O" STUD" ,. 2X6 EXTERIOR L 11 ' - - y ,° , - WALL WITH I/2 4� r E►I =ARING WALL" a r C D i f C C f S ''I I ANCHOR BOLT AT' ;, WITH 5HEATWIN6 .11 ',�_ � - - J ' ,f , - y _ T , y.. . «^ • . &; ` + . • -; ` 2' -O" WITH STONE , '` P.O. Box 529 ` - , . _ • , E - 2X6 TREATED _ _ �_ ��m`- = = =- , _ , VENEER R s ARCH PLATE W17H I/2" m 228 Midland Avenue ",, - - , - _ ,. , ,' ' • - - , * i - ' I , X 10" ANCHOR BOLT • ' a , ` AT `2' -8" BASALT, CO 81621 . , _ ° . . _ _ I , ' , _ , ' , ;1 , ° 14 V - 1, , , ; ; _: . ' - � , ; = _ ' 'REi.hLAN BUILD uP ; `' v2" ISOLATION .�, tel 970.927.4925 ' " - - _ h , , ,, � Y , WITH WOOD r ..JOINT INTERIOR fax 970.927.8578 _ _ , _ « • - j• t ", Y - FOR SPA .. ` ` - , . - r _ ` - a ^ — T.���,i.� Z:C��O ( •7f' 'x c ^ , , . , } �� - ':A" `y`` ° s i J Y ) ` , . : F ,ll _ ✓ e f ' '' ' — • I c 11 w e' SPA S ARCH �„ INTERIOR SLAB ON I "I STEEL BEAM • , `, ' . _ ` , , - Y - + - BEYOND, I AM FLOOR 1ST , „ . - ' " - , ?, ,;•,. :^ 2^ , GRADE WITH W.W.F• 510 East Hyman BE O D N BE �, JO z '` REs PLAN , _ - ASPEN CO 81611 ' , _ POGKET,l4 "'BEARIN6i • I •," ' , w RE+ MAN ° 1 "' ' ':.; > �; t21 -MS' •, : -,-..x Y ON I" SHIM ANDRC>I+IT y t :s �' , = ;` �� .f ;,; , , I _ • ;. �, ;.,'4 .I . ,, ,, - �° REs PLAN • • tel r KITH C2i -3/4" •� ANCHOR , f2) -+�b GOIVTIN�JOU5 `' `` � ;u ,' _1 - ; ', ,:? s: , 1, ^ _w i' .. r - 0••0 0' o , - _ -- BOLTS P , • f: , AROUND BEAM "PQIGKET - ' '4. s _ _}> . , ` RE+ PLAN ,�' , , .oa��.,, o•i,o� fax 970.925.2877 % ` - - •a,. , ' - - ; t . t, . , . _ ;,, ` y.'•^ ` Q�oO!n.4 c • If2" ISOLATION +` ` a F , , `' , 11 ' .r, , , , I -- i - - BUTTRESS w�a•.tis �: ;' � - " '' , , "' :y ', ::; r.{ . � - •` JOINT , - -, , P.O. x 3507 _ F - - REINFOR IN& , . , "0 .., f, t, �!`r' n, ; } <. k .0 B 4 " - . , _ r J . v . lM.Y • ` J ,'„a* r _ •' ,f , ..1_(y4 w'S 1•> _.•, `f " „ , ` RE,' 4/54.5" E - ;y 't •'' ° > 6„ STRUCTURAL m •, ,'' Y . - - i _ ' -,: ",..., .„ .y , .,. :ter `' t, `': SLAB WITH K5 , f` f . - - r, .t . � » ° Mw . 107 North Fir Street 11 _ 4 ; . .. , `= f. ,;� _ _ H ,,.•....� -.-..: TELLURIDE CO 81435 t . �., A 1 -0 E'AG _. a' - 19h ' u Y ' d , . _ , ' I,.O. 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' .. . _ -° , ;PiANT)wR' I RED ARGHK ) ' ;t i tel " % .- _ r . . '.. ' • - .. ,. ,' f _ - - t�I - 4 R,E, F LAN (RE+• PLAN) , " , DOWELS TO fax 970.748.1518 itt ,y Y ry ' t y RE, PLAN , .: _ _ 4 , , ' . , 4 . .. '�J�N'CERS-p' �j . a I. _ � v $1— • , . VERTICAL ! _', , . , REINFORCEMENT aspen @cgyarchitects.com ' .v ° ' 5" TQPFIN6 _ I ` - ' ,, 5LA>g WITH _ - - „ • I , , SLOPE 'COP oP {RE +'PL�ANI`t W= �, , V : ?f� . _ Y1.W.P�� R� ARCH. . _ i2� - »6 4 • . •b • y B RAN DT - I ,, `, . ' _ STONE LEDGE ,' f . , , _ I . - �` Q 4 � •'' A ' ` i . WITH DRIVEWAY ' � _ , A ' - ' : ,I!' • ' ° • ; _ - - C2J -05 - _,-,�- -,, � __,-1 I , I I � I " I � I . I I 1 I 11 � _ 11. I ''I I 1, , , "I I I I ,t0 - , - I I - ''I , - , - , '"", '' � I -0"', , I'll , I I . I - I . I I -1 I .� , , ", %�i' I I 1, I 1 5/4" a I' - �L,14 - � , , . 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A' I ` f '} _ ' �b AT 1' -O" `X 0 ; • 1' -O' ' - ' - - _ • LEGS + , ' 1/2" ISOLATION 2X6 TREATED PLATE 1. ^ i'-o" THICK 1�I;ANTER I ALTERNATE m 1` -O" JOINT WITH I/2" X IO" o' • ,'a - (RE+ PLAN} SIDES - r . , FLOOR JOIST ANCHOR BOLT AT 2' -8" . , _ DRIVEWAY SLAB ° . � , 3 • - REs PLAN DRILL ° I REt PLAN ''�" INTERIOR SLAB ' ° ' - - _ -AND EPDXY BOTTOM q . - BUTTRESS r ' - (0- 5 ` ,, ` ' - REINFORCEMENT 6 ' _ , - - WALL 4 • ON GRADE WITH tt ' "I , . INTO CONCRETE' ° = ` - - RE: 7/54.2 W.W.F. ON 4" GRAVEL ' ,'`' - _, � - 7 • - WALL, a 06 AT i -O BA5E ELEVATOR PIT , 11 ` :` - ' !2I•�5 EACH WAY , % . $ ; wb' AT I' -O" s� EACH FADE: FUb:- , _ ,. ' REs PLAN ' - HORIZONTAL AT A. • _ -• HEIGHT OF WALL —p -11 - SITE WALLS °'_ . �� x _� :�-•. a—T* 5 AT I' -O" EACH VAi L AT I' -4" DOWELS TO FOOtIN� WAY TOP AND BOTTOM rr ' - M6 AT 2' -0" •. ra EACH WAY :1 SHALL MATCH VERTICAL 0 °, o ° QD °�.p�:)p:•o _ r _ .. . , ' ' ' I � - .. . 3_ 6' CONCRETE ,.._, a,» MIEN "MUM LAP . 'L GEI ANd - RE, PLAN VaL�RAD4 . Y VERTICAL AT °'' w ° � `SITE WALLS =• SLAB WITH +�5 `° SHALL HOOK AROUND 0 ° 'l" ' ' . _ - AT I' -O" EACH YVAY FOOTING RtriNFORGIhkS - n I , . • • 11 - � I, ' = . i0� "6 I "� - � .� - ` s -" - .. _ FILE: 6064 "_ - , '� ' - ' _ ' r •,, . , ., - &EC;T10N 4� , s _ _ , r DATE: 08 -04 -03 ° � - - 5 , . .' ' * . 3/4" =' I' -O'• +�5 AT !' -O" EACH , _. _ ' , = - , , ; `" • f •.° ^ - WAY TOP AND BOTTOM DRAWN BY: AVN - � �I � w .O REs PLAN 6" ' o °.o•�oa . 'Tel a Ico 5 05 AT I' -4" X CHECKED BY: KEF /HS - ( ' 4I,. ' , , , DRILL AND EPDXY a , 6» , , ' "` - - REINFORGIN6 6" _ . +' I ' , - _ , INTO WALL , , . _ ISSUE: - _ GONSTRUGTON BOULDERS AROUND 5ECTION I i h JOINT t PLANTER RE, ARCH. I- -, I , ,, ._ , _ �! �t ,, _ 5" �-oPPINi3 SLAB 3/a" _ r -o" REVISIONS: TOP OF SOIL IN PLANTER ' DO ej -28-03 _ 5!a "' = 1`•0- , wITH w.w.F. Progress Set 7 -21 -03 �., . _ . _ , RE, ARCH. I f11 -4 EACH NOSE �;,; Permit 8 -4 -03 i- _ . ' . - , . . • ' , - . , - , I ' - - . , . , •: ,_ • . - ° I ` - + A� STONE VENEER x I . ' " r, .. - - ` - ' .' ` 1 ' . +, , . . , _ , . BEYOND REs ARCH. ' ° -' . , - , _ ` r `+ RE s 3/54.2 � . n 'i' . -; � ' , , o ° : ode. o• y, •' " ° I ' Q '1/2" ISOLATION r- - , 11 {- _ , , . , i _ . , � - , " I _ .° ,. 1 JOINT , I` ° i,> r ' - Od .. •' , • r � 2X6 EXT I R AKIN �'+i'. ' ' ' �' • < EXTERIOR SLAB -ON +'� ER O BE 6 - �_ ", �`�` _ - r, , ' - - '_ -' x - WALL — O'ti° •° �° - �6RAD1 RE, ARCH. WALL WITH 5HEATHIN6 " - - _ _ - -1 - ` ` BEYOND + _ . ° � $. - _ . , 1 ' ' r - ' ' RE s 4/549 I 1�'o f� ° 4 •a ', ..e ' ' ' RE s PL' AN +' ;. - • 3 , " - , - . , - , , ry. • _ • ' , - • a . , . , - I' -O" DRIVE - . - ,� r .. . , - I 1, y , . ' _ _ _ ` " 4 ' - 1 ' . - f ' > ;. ' . • ' , _ WAY SLAB •° ��Q . F ,w QVERFRAME STEPS ^ I ,'`� u _ - - , . _ . RE PLAN , �� - ©" - d , , + osP. a• o••o � t O "a .� od .� Od FLOOR 5HEATHIN6 k; j . . I - - ` ` - w 6 AT 1 -0" X `1' _ I s . a -_"- % s - •-";-- � ' s - - r - - _ ���0. 2X10 RIPPED OVERFRAMIN6 µ I - " _ °; 0.•0 .0 0:0 0:•0 AL16N OVER MAIN JOIST t 1 +-O" .SLAB STAIRS �•Q °a�'�,,.�.�a0 „�.°�d0'� �•. 6 �p h ', _ „ - _ , , - - - - , WITH #6 AT 1'-O" EACH ll of 11 ' ,,, t F WAY TOP AND BOTTOM , 1 -1 µ t t , • I _ - . I - AND RE ARCH. a � : "---4 x �•- a L I = I ; � , � ., I - - I � - � 5EC;T10N. 5 .11 I I 10 - i '-:,�":"" 11 I I I , , I I j I 1p I _� I I -1 , . - . , ° ,x , _ , , „ _ F - , - . 3/4" _ ;1'-O" - _ 4 ' .ai 40 , �, , - ' , - _ k , r , i ,^ - . _ • , BLOCKING :. - , I_ ; µ 5' ' , +, ` Y, rr ' ,• 1 ` _. r - ' [ e - . y .. - . - ' r J • -' • .• , • ` r , t , , ` - _ . I' ' • r ` _ " .- I - - ° , , . , , _ 1 REs 3/54 ? FOR +� D ETA1 LS 11 ',i -' - - - - . _ , • - , ' � FOUNDATION ' e ,d: ,. - 1 j - . - -, ° V ' L v ' _ f ` • , 'r ' • a o .'F - _ -4 ( I , + ` '' I - , `f- • ` • I 41, f - - ' - ". ' ' , _ - . , , ` r FLOOR J015T REs PLAN , . . - - ` . , , • � _ ' } - ' 1, < < i ' ^ . L5X5X3 /8 WITH 3/4" 4p - ^ A _ - fi i, , • T _ r + ,+, ' i� EXPANSION ANCHOR AT SCALE: AS SHOWN r J _ 2' -O" WITH 2X TOP - - r - - , - , , . , I _,- ,,, PLATE WITH t /2" m - . _� , `� _ .A , BOLT AT 2' -O" I I � - 1. - � .- �'', . I ,. ,,,, ... ` '' t,4 ^,, - I '. I 11 " �.,, - I . , I I 1�1 I � 2' , , , ., , M I . • , Es , , J , ; ' a COPYPIGH' 2002- CO','+'E "` "'IL YAi': APCHiTECTe ,.. _, i , , - , - :- , NOTES 1) DATE OF TOPOGRAPHY: MAY, 2003 2) BASIS OF ELEVATIONS: SEWER MANHOLE RIM ELEV. = 8200.5', INVERT ELEV. = 8193.6' (SEE DRAWING). 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN 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. 4) GORE RANGE SURVEYING LLC DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS OF WAY OF RECORD. THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD PLAT FOR THE SUBJECT PROPERTY 5) VERIFY CURRENT BUILDING SETBACKS AND RESTRICTIONS WITH THE PROPER GOVERNING AUTHORITY. FOUND No. 4 REBAR W /ALUM CAP, L S No. 16827 U.S.F.S. (UNPLATTED) rN coy /��144 A 's LOT 5.- 0.651 ACRES /' — S48'39'05 "W — 52.28' 47 28' S�1.01'39•, o.s4, 00 UTILITY EASEMENT 8210 I SANITARY SEWER MANHOLE RIM ELEV. = 8200.5' INVERT ELEV. = 81936' (BASIS OF ELEVATIONS) –_ — C1 EDGE OF PAV ME ENT (TYPICAL) BUFFEHR CREEK ROAD (70' R.O. W. SANITARY SEWER MANHOLE RIM ELEV = 82091' INVERT ELEV = 8204.3' 8270 cn W 0 w 0 "'— _'8260 0 10 I� 8250 8240 8230 INDICATES FOUND No 4 REBAR WITH ALUM. CAP, L S No 5933 S56'19' 24 "yy_ 9000, B ELOP�S-9ENV�24 "EU L _ 90 Z 6' 10 01'48 "W — 0.59' ACCESS, IL UTITY & ROAD AINTENgN EASEMENT WATER VALVE (TYPICAL) wv X FIRE HYDRANT (TYPICAL) IZ lw C CA 10 0 0 I` W co V O LOT 4 0 A eN' N 2 \ LOT 6 SURVEYOR'S CERTIFICATE I, SAMUEL H. ECKER, 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. SAMUEL H. ECKCR�' - -�� _ COLORADO P.L.S. No. 30091 FOR AND ON BEHALF OF GORE RANGE SURVEYING LLC e e e �® q • e � a O o � O CURVE TABLE Lm Ln N O CURVE RADIUS DELTA ARC TANGENT CHORD BRG CHORD Cl 169.63' 24 °59'51 74.01' 37.60' S58 °31'43 "W 73.42' C2 135.00' 7'48'36" 18.40' 9.22' S67 °07'21 "W 18.39' C3 325.00' 17 °20'46" 98.39' 49.58' N57 °19'28 "E 98.02' SURVEYOR'S CERTIFICATE I, SAMUEL H. ECKER, 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. SAMUEL H. ECKCR�' - -�� _ COLORADO P.L.S. No. 30091 FOR AND ON BEHALF OF GORE RANGE SURVEYING LLC e e e �® q • e � a z 0 W v; W F O a In °o O o � O Lm Ln N O o a a � W v E ° N O O m V V Z o 0 x w W bo ho 00 0 o p � V C� Ln z 0 W v; W F O a In °o O o � O � � N O o o Z Z Q O � W v ° N O O m V V Z o c� 1 FP x / 21 22 \ 23 V / N" f ' ?J\ i \ ROOF FRAMING NOTES: I ROOF SHEATHING 5/8" ( 40/20 SPAN RATING) STAGGER PANEL END JOINT5 AND FASTEN WITH IOd NAILS AT 6" MAXIMUM ALL EDGE5 AND 1' -0" MAXIMUM OTHER SUPPORTS. 2. RE= ARCHITECT FOR ROOF SLOPES AND BEARING PLATE HEIGHTS NOT NOTED VERIFY ALL PLATE HEIGHTS WITH ARCHITECT 3. ALL HEADERS SHALL BE (3) -2X10 UNLE55 OTHERWISE NOTED. ALL HEADERS SHALL BE BUILT OUT TO 5 1/2" OR 3 1/2" WIDTH BY ADDING PLYWOOD SHIMS AS REQUIRED 4 ALL HEADERS LONGER THAN b' -0" SHALL REQUIRE TWO TRIM STUDS AND TWO KING STUDS EACH SIDE 5. ALL JOIST HANGERS SHALL BE SIMP50N LUP, WP OR LS5U TYPE UNLESS OTHERWISE NOTED. 6 ALL BEAM TO COLUMN CONNECTIONS, BOTH TOP AND BOTTOM SHALL USE 5IMP50N PLATE CONNECTORS UNLE55 NOTED OTHERWISE ON DETAILS 7. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM FLOOR TO ROOF (INCLUDING RAKE HALLS) 8 < > INDICATES TOP OF ROOF BEAM q. I I INDICATES TOP OF WALL PLATE ELEVATION. D LOCATIONS NOT NOTED ON STRUCTURAL PLANS. I� OVER F�P.MING SOHALLHB�N2X6MINIMUM BE POSTED DOWN TQ MAIN TRUSSES ON A GRID NOT TO EXCEED 2' -0" X 2' -0" (4 FT2) 12 RE. SCUPPERITECTURAL SCUPPER P +C-7 IN� FOR THE LOCATION OF FLAT ROOF 6X6 TIMBER 13 COLUMN I 1 1 I ALL CO UMN5 SHALL BE 3) -2X UNLE55 rTHERk4I5E NOTED TOP 0= STEEL AT GRID I <12q' -el I/8 "> TOP 0= PLATE PN APPROVED Community Development Department Mit Building Safety & Inspection TOM OF V 917 Services Section 106 43, U11NO i DOW11mg.Code, Validity or Permit. The issuance or granting of a permit or approval Of plans, specifications and compula Ions shall not be construed to be a permit for, or an approval cf. any v iclatX-i of any of the provisions of this Cade or of anY Other Ordntance of the junsdiction. Permits rresuming to give authority to violate or cancel the provisions of this codz c- c ',cr ordinances of the jurisdiction shall not be v--.,d The i-- i -ze of a pernut based on plans, specifications and other data shall not rretie -t the ba.l.lirg official from thereafter requinng the correction of errors 1 , - I c,,ec,fications and other data, or from preventing buildtn9 operatic- , � ; d i d on thereunder when in violation of this code or of any c,, _ _ . cf t,us funs ion --6 f., INITIALS. DATE: I —5" NAIL SPACING AT PLYWOOD PANELS EDGE5 14 e ❑ice F 0 INi I � 1 in Monroe & Newell Engineers, Inc. Avon P.0 Box 1597 70 Benchmark Road, Suite 204 Avon, Colorado 81620 (970) 949 -7768 FAX (970) 949 -4054 EMAIL avon@monroe- newell com Denver 1701 Wynkoop Street, Suite 200 Denver, Colorado 80202 (303) 623 -4927 FAX (303) 623 -6602 EMAIL denver@monroc -newell com Dillon 765 West Anenome Trail, Suite 202 Dillon, Colorado 80435 (970) 513 -1600 FAX (970) 513 -7272 EMAIL dillon @monroe - newell com BRANDY RESIDENCE !va�,ENo COL d® _ 41101 ON n r VAI L COLORADO pi FILE: DATE: DRAWN BY: CHECKED BY: ISSUE: REVISIONS: DD Progress Set Permit CD 6064 4Q ' L ti ROOF FRAMING PLAN SCALE. AS SHOWN S3.5 V COPYRIGHT 2002 - COP LE GRAYBEA L YAW A RCI-, 7ECTS V J ®I ' L ti ROOF FRAMING PLAN SCALE. AS SHOWN S3.5 V COPYRIGHT 2002 - COP LE GRAYBEA L YAW A RCI-, 7ECTS so AW dP 0 WS Mai rd Wilk Ak Vw llo� 0 w •�' r 1� d► ► _ 20' SP'TBACK • �® - l CIO RE-- .� .d% ,fit' fir'' • ��' ; _�'� • `�:f�� � �► C P� �: "� � � ,A .fir+' �,,,,,,/� r •: * ±fit *'jam ��� n �► i���� • 1 .:��1, MEAN E 1♦ r 'AMP .M V 4 ♦�iw - -- ' -- - • , ... G Alp HATMXA C4LORADO BUM SLAS SW STEPS. 5 RISERS, 5YI 67-0" _ RUNIC WARIMA 1`1,1 r fi 7 I + k '#gym ! q,.i i9 J���A,' • gm 4 �� � r. rt� �rSf IWPJAr NOTE. gOW- RML�TOY4N OOPS VAIL V9VM 0PM1W STANDARDS. 4` MINvIUM BENGHIN& To Be FIELD APPROVED BY LANDSCAPE ARCH TEGTWO REPRESENTATIVE ALL BOULDER OVA 20'T3GK MM / IZ T BE DEVELOPMENT STANDARDS. 5 / , / FIELDIAPPRO mI B L °ANDW �� .� / f / ,� / ,� , ,- ONa REPRE' SENTTIVE � / f / / r / / /' '' , f �^"" r _ -- — ' FROPERT"'r L. I M= Ile % e -o 52 15' ILITY NT 44 / / �19TI TREE/LINE: �' " / OWN OF VAIL DESIGN RE-VIEW STAFF APPROVAL \ 42 ,' ,' �' / / / / ,'Q—IL-l-dq DAT 0,1 d,0 GRAPHIC LEGEND SYMBOL DESCRIPTION ,_.,. PROPOSED CONTOURS EXISTING CONTOURS BOULDER RETAINING TO MATCH HOUSE STONE VENEER ' TOP OF WALL COMM ° BOTTOM OF WALL _TG 85'-6° �, TOP OF COLUMN GRAVITY BOULDER &%Dog RETAINING WALLS RE: KOECHLEIN SECTION 615104 ENGINEERED BOULDER FACED REINF. aloft SLOPE AND BOULDER WALLS RE: KOECHLEIN SECTION 615104 Qmft BOULDER WALLS, WE5T SIDE. RE: KOECHLEIN SECTION 615104 .T Y a• S O N E S Landscape Architecture a Site Planning a Urban Design P.O. Box 115 Avon, Colorado 61620 4170 - 41441-64410 4110- 262 -2162 (Pax) Small stud io ®sonesmar zom � z z O LLJ N Q y�ry N O� � z� z Nv LoJ ~ Q DATE: DESCRIPTION- 57-71-03 FINAL SUBMITTAL 6 -I6 -03 R:V: 15ED FINAL _6 -4 -03 =1 SET 8 -15 -03 REVISED CIS SET k - 8 -I - 4 EN6. WA LS � O- IO rok 7j-,7 5ade 1"=101 North 517E PLAN Ik e_ml� C) LLJ n ft I V) - PROPOSED- LIMITS -120 HDPE OF DISTURBANCE- (TYP)- 0 40 -7- woo -INV OUT - 8248.5 woo woo NVW --8259.6 2X2 INLET 30() woo- STA: -0 +65,`12.758-- won _50� .-AMCOR 2'ff-INLET, ATE ELEV -=--8251.8-- _2+Q4r-12.-75R ------120 8248.5 V ENVELOPE- (TYP) __ - - -BUILDING GR -woo --oam -141f &.5% 2�,HDISJE 0 STA, INV ---IN-V IN -6 82-70.-5 -GRATE-ELEY. 8263.8 8290-- E RO- _bOBBLE DRAINAGE - -6RFA- 6566SF -4 SWALE (1:0 - TW BW 8258.6 OUT'=,-8258.6 __1 r- INV -,.(OEFL Cf'ARouN SEWER MH SEE- SHEET 2) 72 --EI4VEL_0PE- 0 TW E Tw BW FA 6500SF TW--BW _Tw _9W -71-65- 'ECvE_LbI5L_=_ _5400-SF 7 2 77 5 59 TW B W T 64 b8 J GRFA 65OOSF' TW BW 69 645- TW BW T� TW _'BW 8280 ENVELOPE'- 5400 §F -58, 5 Tw___B ' 7 TW_ BW 69 65 TW_ BW - - - 51 81 Z7- 57 69 64 TW WMI'm BW TW BW 0100 im GARAGE 8340 THREE- CAR--- �R ` f- I" - / PROPOSED- 546 73 _70- W_ 58 A TW BW -E4.5 7 7& 70 a mww'"-" Own- 1W `BW fw B - - 'AMCOR 2'X2" INLET 7, F 9330 -1 10-0 -In C) MM -SR 11 STA:,3-1�40,-8. -,- q Poe 50 -55-- to LO to 00 - 1 00 LO (3 r, 0 Z Q) > QZ X < HE < 15 Ld U- 0- Ld 0 0 Z z 3 0 z 0 0 LLI 0 0 _j Z 00. I z LD 0 4 _j 10 00 d - r� 1 0- m - LIMITS ALTERNiAlly IVY DYT GRATE ELEV =-Z27 -d8.5- 72 Tmw TW BW ENGINEE"E 6.- 54--- 0?,0, -' - , r \\ 4.1' _4' - 11 - I , /I jH: 0.- SLOPE (TYP TW BW' N- 87 5 "-SD -7 C) 5D, 0000 2 Tw, B -11 1 - 0 82 �5 -7 5� A I to, - - " - - - - - 0 9320, woo Cq "2*60 L1 --GRFA =.6500SF- .00p Z ENVELOP 5�4�S F .0 1W BW .010 85.5 C 4 39977 % - J Lr) 0 045- Q7 IV, 0 Tw 9 62 56 wwwo 0 A\,13W mmwm " a _SE-TI3-A 19 66 20 bK 52� > < 1w -law- B - -fw V;!!!! uj Tw hw 59 0 851 74 w 41(l 61 -40RON V) B� RIP RAP 67- -�� \ 1'�- - UJ z -TW BW' ,e ", . . - - V TW BW If I.,- D -Y 7 PROPER! AVG. DIA. 6w 75 71 " 11 1 - -, - CL m 0 0 3' CONC. BA, S 67 -1 N_ --;;i' IT 0 f BVr .00 - LINE 85 5 79 5,'l 12" HDPE W/FF-5 --___�'WOPOSED STRAWS 1 40' 6 2.5% COBBLE AINAGE' PAN (TYP) INV 8248.5 op _j T BW s 68 000 (STA: _6+_5 5, 2 6'1 z)u fal 7b- > La SW ALE 6 63 INV OUT ;4-824,7-5 18- HDPE /FE CL .(L - - RETAINING w 00 14 - - - - - - - - PROPOSED 4! 0+01,17.3R Uj LL- - _j IT JTW BW 10 IN=81�� 6 TW B �V 68 INING TW BW' "�P(STA (STA: WALL �TYPY 7 -Cy+- 56 53 50 KIP RAP OUTLET CONCRETE PAN INV OUT=82,fS.6(STA: Q+W,.30_7L)- Li C) a 0 SLOPE 1:4 ........... AVG. DIA. 6" M -55 51 D La T_ W GRFA' 4006SF I ITW, BW, LIMITS -OF -ALTERN > VELqRE 4000 SF ------ _11-1: 1V ENGINEERED EN NSTALL STABILIZED CONSTRUCTION ENTRANCE TW,-' BW- 'SLOPE-( Ityp) Ld LLJ -7, ___1V\S89*5 79.5 3., N31*33'01"W-26.62' W BW 1__0 I ......... 130,- 77 1 V, I 4 \.T,W- ALBW -218.47 0.5, 9'33!`W '72.5J/69.5 --r_Z�2F '0 N84043'Q"W-126.59' LL_ 4 -W LIMITS 0 5 , -0� - 5 1 !H 1VE G 54-50- 7_ /,- /_/7 0 7,4 V) SF W, bw z z w n Ile, TW 6 ��) v 73 qq % _ - 2� SETSA�K / - J ,, O ,• �-- , , X, ' r / - / / / O ' - EX. SEWER MANHOLE sk A 6s6oSF 8228 4' .00 ___-----RIM ELEV F i - "1 -1 P //"• INVERT ELEV 8220 4' ENVELOPE 5400 SF,-" oe \A ~ ( / '� � i; <; = / PROPOSED -LIMITS z -15. z 'Ile 15. Z OF DISTURBANCE �TYPY j PROPOSED SILT fi LLJ' lt_l Z) X FENCE--(TYP) jl CO V) < LLj Y 230 leo, A ool\ 1 11 01 10, r Oil _,0 0/ LINE TABLE LINE LENGTH BEARING L10 3000' N27'40'09"W L11 128 76' N87*39'37"W L12 7511' S84-55'44fW:] 15. 0 GRAPHIC SCALE 4 TO MOST 6 10, /I /SOUTHWESTEW( PROPERTY "CORNER, 7- '4 01 CURVE TABLE CURVE RADIUS LENGTH TANGENT ICHORD I EEARING DELTA C10 36 00' 37 69' 20 78' 1 36 00: N57*39'53"W 59*59'28 2 1 100.00' 12.93' 6.48' 1 12.931 SB8'38'04"W 7'24'39"1 C12 325 00' 205.78' 106 47' 1 202 36'1 566-47'25"W 36. 16',39"1 20 0 10 20 40 80 IN FEET NIJ I inch = Zu ft. / / j IP" 8280', 8270 - ---------------- -- - - - - - - - qt - - ------------ LO LO N +r____00 N (D PLC JOB#: 00 ri LO 00 DATE: uj _j III Lu II uj > 8260 a - in _3 uj--- uj _j Lu F - _j LL > 0 0,% 5: < > > 1-- bj V) 8250 ---- --------- - ------- ---- - -- ------------- - --- - ------ - ---- ---- 8.60q CL 60 8240 0) It r� 0 I,* U') r-- .04 00 r- 0 00 ON Or_ 0; 0006 vi CO 1-- r_ I'- r., r- N 0000 04 m N 00 00 N Cq CO co N 00 4+90.28 4+00 .I._ I 9 _A_N_ _C0_R --- 2_'X2_' INLET ___ __L2 HDPE -140' 0 8.5% SlA: 3+40, 8.5R INV IN - 8270.5 GRATE ELEV = 8274.1 INV OUT = 8258.6 12" INV = 8270.5 (DEFLECT AROUND PRO SEWER MH SEE SHEET 2) 00 0-) ci LO r- C*4 CN 0000 3+00 0)0 .0 �0 CN CN co co A --------- ---------- qt - - ------------ -- --- --- --- --- +r____00 N (D PLC JOB#: 00 ri LO > DATE: uj _j III Lu 5; > C-4 PROPOSED 0 00 a - _A_N_ _C0_R --- 2_'X2_' INLET ___ __L2 HDPE -140' 0 8.5% SlA: 3+40, 8.5R INV IN - 8270.5 GRATE ELEV = 8274.1 INV OUT = 8258.6 12" INV = 8270.5 (DEFLECT AROUND PRO SEWER MH SEE SHEET 2) 00 0-) ci LO r- C*4 CN 0000 3+00 0)0 .0 �0 CN CN co co A --------- ---------- MT qt - - ------------ MT EXISTING Lo PLC JOB#: CO + ri LO 698-SIT DATE: INV IN = 8248.5 III 00 SQ C-4 PROPOSED 0 00 Lo GRADE (TYP) II uj _j Lu F - _j ---- -------- ---- --I[ 0 0,% 5: < > M.N.00 I IN _11 11 1 1 1 11 W•E AMCOR 2'X2' INLET STA: 2+04, 12.75R GRATE ELEV = 8263.8 12" INV = 8258.6 2+00 I\ 00 0'p i LO 0) In (14 N 0000 120 HDPE .6 W,; 140' 0 7.2r°5 wnpr w/Fr--; INV IN = 8258.6 INV OUT = 8248.5 .009 v- (0 Lo LO N N 0000 1+00 40' 0 2.5% INV IN = 8248.5 INV OUT = 8247.5 LO Cq V_ c0 N Ln 00 (N 00 8270 DRIVEWAY PROFILE HORIZONTAL SCALE 1"=20' VERTICAL SCALE 1 $$ =10' 8250 DATUM ELEV 0 8240.00 N (N 00 N 00 0+00 REVISIONS; - ,�� 04-03-03 ROAD ALIGNMENT TIES TO BNDRY A205-05-03 RETAINING WALLS DESIGNED: MT AMCOR 2'X2' INLET MT EXISTING STA: 0+65, 12.75R PLC JOB#: GRADE (TYP) 0 GRATE ELEV = 8251.8 698-SIT DATE: INV IN = 8248.5 C-4 PROPOSED 0 00 Lo GRADE (TYP) II + 0 00 F - _j ---- -------- ---- --I[ 0 0,% 5: < > > 1-- bj V) 5; --- - ------ - ---- ---- 8.60q CL 60 120 HDPE .6 W,; 140' 0 7.2r°5 wnpr w/Fr--; INV IN = 8258.6 INV OUT = 8248.5 .009 v- (0 Lo LO N N 0000 1+00 40' 0 2.5% INV IN = 8248.5 INV OUT = 8247.5 LO Cq V_ c0 N Ln 00 (N 00 8270 DRIVEWAY PROFILE HORIZONTAL SCALE 1"=20' VERTICAL SCALE 1 $$ =10' 8250 DATUM ELEV 0 8240.00 N (N 00 N 00 0+00 REVISIONS; - ,�� 04-03-03 ROAD ALIGNMENT TIES TO BNDRY A205-05-03 RETAINING WALLS DESIGNED: MT DRAWN: MT REVIEWED: EW PLC JOB#: 698 DWG #: 698-SIT DATE: 4/2/03 SHEET 1 of 5 f i- i ell BUILDING / ENV L_ OPE- (TYP� E_ -^- ` _PROPOSED MANHOLE-1 W / ~BAR SCREEN _1 ~ _ '� r - / - r r °, . •. - - 1 " ~ "(STA: 2 +06:32, 6, 42L�_ - - - - _RIM ELEV._= -- 8264.25 - - - - ' r , ?f , , - INSTALL -8'®1 S.69e - INVERT" 1N = „$244-.6,OW INSTALL INSTALL 21-'®29;4%-- _ - - , � { } I 4"PVC SDR35 - INVERT --W- = 8244.60E- " " - 4"PVC SDR35 L� �-'� - - - - 8X8 'TEE - - _ - - - -- -- - - - - -- - -- -- - - - ~^ •- .- - _ - M .' - �,� "' SEWER SERVICE - INVERT QUT- 8244,40 - -SEWER SERVICE - , -` : - ' •- = -- (STAr- 1 +87.14, 4.63Ra - -_ - - Q _-a- CLEANOUT' `" " °" - - - - -- "' "" �& CL.EANOUT" JI - - J - ., - J ,,•'` - ' i -A �' j - - - /, - - ,- - ` - - - - - -- -- - �' -- - - - --- - JNS.TALL- FIRE PROF�OSED- MANHOLE. "3 ° " - ~- - _ _ _ _ _ - - - - _ - - - -- - _ HYDRANT ASSEMBLY -- ,,,r _ - - - - - -($TA--0-+ 59, 13.71 R) 4 / ell - - - - - r (STA:' 2 +5� 3fr;' "$. t OR)- _ 55 V31.;i ' ' -- -- _ J _ - - - - _ -- - - - -- - _ _ - - - -- ,r`` f r -RIM FI�EV."= 8267.73 - - 8'� Y€LOMINE 1 - _ - -- - _ 4r -}rr - ,--' w - " 1,�V�RT OUT - _ 8261,80 - - - - - - - _ - - - -- - - (STA- o+ets�► e.7aR) _ _ _ _- - -- - -- -- - - i- -- -- - -- _ _ - -- -- - -- - / / A - 'ter,, - - - f "r '" _ - / - - - - - ,....,1� �~ - -- - -- - - - INSTALL 40'®2.090 1 - - ~% -' - f, \ ' - ' r -,, _ ," ' (�� - - _ '/ / _ - P� - -- - °"^ _ _ _ _4 "PVC SDR35 - ' - - - - - - - -/ i / " - -- - ~ r � "' !°-- SEWER SERVICE _ ._ - - - &- CLEANOUT- - _ - _ - "" - -- ... - - -- -- -- INSTALL 1130V_9 .9A - _.__,_ i ••`--"' 4 n 4 PVC DR - ,. - � � :.:::::.. s <� , i ,,, SEWED SERVICE- ' ,, `' r ! - ,. 2+31.44 7►10k) � - .. � & cLEANOUr .� ,.' _ .� ,3,1.�):� � � m g�`vv ~ � C7 " r >'' r = /�,,/ - r - 1 "CSC �a 7 0 +50 °° WATER_MA1N 3 i3 W ,,. _ _ - - ^ /` __ - - - - -' _ t ! '` ' '�' + / rc ..• " 0 ._ , 'n wig- 0 � _ -/- ,u,,, �.✓ \' /r Ja,. J, e «. "'.7�c,�" . -�? . _ - ! / '` , r r -r, /„`. i - '' >+^ r+e '1' r� - ,.• V� «C} X a-,. ,may -. �%i - �!�+i.x 7� - ��� I - - _ _ _ - • - _ ,/_ woo ,r ` r .`'` MAifr' z (45.6) 0 3-53 o1 -0°!0- PVC ` . - -- �. . �2 2 ! $5' ...... _ T PV C SOR 35 .NDICATES WA tsTK Vie,, a7 1 2$.5 z+i6 3 - _ _ _ SERVICEAND SEWER MAIN 1_ - CU R8 S C. (TYP) , i l `- •` /" � " - '' - ,''' r (704 - -' -- zcr ,,''` - - W -� _- - --- 5 - _ -- /' 7 ETBA�K I , , //' - r'\ _ '- (STA �+7Z. y 5p .' �+ : , r _ INSTALL THRUST 52 �/ � 1 -''' /= �� _ BLOFOK (TYP) - p - �,...... »» _ - - - - - - - - - - - - - - -- - - -` TA - / � IN _ S 8 r _C- - -GATE VALVE /- /'• ,'`' /'' % ~ .' / ' / - - -- /` �- 22.5'+ � _._� ».,... ,_ __.- -..... .. ... t` / - I . r - " /' ✓`` y '"" - "" e! d- (STA: 1 #1115.91, 40.4V _ _ - - - - - - - - - - - -- - --•� /// w. - I i / - -I lee INSTALL -'FIRE r' // " "'� _ vym, - -- - -_ - - -- .ro. * /•y, ,,,,-- .s"'_. 1 \ /// - - ' - 'r," • ' ,// ' , '% ` - rI ' f '' ' f,1 r ,/' r ',' ` �- ,.r ' '- / f r ` ,-r' r /r - - - - - ' '` - / ° - /- �. - ,•f'.-w - ' !- ' - r -' J - / ` -- ' ° �, = % / + ° HIDRANT ASSEMBY CP . " - " / / / y (STA: 3 +80.37, ;37I - PROPOSED MANHOLE 2 E j ----------- (9TA 0 +70.77, 6.88L) ` K / RIM ELEV. = 8252.41 / O INVERT OUT = 8245.95 ( 2)30 / NTdL 7 ,, / 100p' 4 "PVC S?�35 ! / - /// - SEWER' SERVICE / EX. SEWER MANHOLE -_ /j' EX. ELECTRI `\ - - ,, �,'' , ^ ✓ °' Y / ' ' / - - - do ELEAIVDUT / ,f/`' RIM - ELEV= 8243.5 / /�' 'o- rn1 �., MANHOLE `. aNV IN= $232.2 - �,' (40.0)- / - / ` ° // INV OUT= 8232.0- / ,�(FrORM ENERGY INVERT DISSIPATER j �1 �� / - - - / INSTALL 75 ®31.1% f ' - / ,:'' , / / i ' /'/ CUT IN 10 "X8" TEE / 4 "PVC SDR35 - -- /. �-- 'f ', ,/' �.'' INSTALL 8" GATE VALVE .... / / I SEWER SERVICE - t' f?� ' ' / /` / ` / "/ & CLEANOU f .�`` _ - `2�' SETBACK- ell /% / / ! ,r / / -, ELECTRICAL �� / / / / ' / ' /' / ' SWITCHGEAR ool< / / EX SEWER MANHOLE `\ RIM ELEV = 8228 4' CTV PEDESTAL �� ��- - _GRAPHIC SCALE INVERT ELEV. = 8220.4' TELEPHONE �\ - as PEDESTAL zo o 10 zo IF �, • / '/ ' , ' ,' / / , ' '' ` // i �'� � / - ( IN FEET ) 00, /' MANHOLE 1 8280 -_ ._ __ __ _________�__________ - -- - -_ - - -- -r - °� 8280 1 inch = 20 ft 'Z �' STA. 1 +50.1 EXISTING MANHOLE 3 ,� PROPOSED ' STA. 1 +54.81 RIM - 8264.25 a GRADE I / ' 7 I GRADE E RIM =8267 73 / I , ' / - - - 1 INV IN = 8244.60W _ L� `� , '� �. , ' /'f r' 2 EXISTING $" SEWER _ __ -- - / ' / .'-, , '' ` i i INV IN = 8244.60E _ - _ -_ - �- INV OUT= 8261,80 Q . " ' r. - -~ CLEANOUTS INV =8216:7 // _ - -, = ' /� �/' INV OUT = 8244,401 # / Lil r / / f"° � � 8260 __------ ---- -- - -- ____ -- , - -_ ____ -- _ 8260 8260 of R ` ,��` / % I / 3t YJ r ✓ / - / �' - /� /� 3.0' CLEARANCE 8" WA R [MAIN I t 1 \ I ` ♦ ` / / ` ` , °`' - - �/ P� - %� �. i DATUM ELEV 8240 \ `I '� ' ` -' " -' - ' ! 15. o' _ __ _ 8,240.00 - _ ' SEWER MAIN 2 6 i , / �'r /�� ' ' / / HORIZ. SCALE 1"=20' i', EX. WATER / ' ,.'' / aNO VERT. SCALE 1"=20' co fJ ! N �, ; EXISTING MAIN i;TYP); ,, /_ f° vi SEWER MAIN Wt C 1+00 0- 1 +54.81 00 l✓ / � 2 EXISTING SIDE 12Y SIDE 8260 8240 / / _I - , / Q) / / . ; . / - / SEWER SERVIC WITH ' / STUBOUT 55X4 . 0 12,54% 1 +00 1 +50 2 +00 2 +50 2 +85 4" PVC - SDR 35 / � -- -'- / � � / 8270 lo, 8260 // // r, v, ,/ /�, �/' EX WATER 8250 VALVE (TYP) r ` 8240 / „-- 7 / / -- -- -'� I� FIRE H'(DRANT (TYP) DATUM ELEV I 8230.00 ::ZEX SEWER MANHOLE LO RIM ELEV = 8209 1' (O �,' / INVERT ELEV = 8204 3' 04 82801 82701 8260 r t` CIS 0C 3ED DRIVEWAY PROPOSED DRIVEWAY HORIZ, SCALE 1 " =20' GRADE (TYP) GRADE (TYP) PROPOSED INSTALL I? = = INSTALL 198LF- o a DIP GRADE EXISTING MIN. 7,0' • GRADE STA: 1 +98 GRADE (TYP) COVER DEPTH INSTALL 8" „$ ISTING MH / GATE VALVE-" WATER MAIN 3 PROPOSED PROPOSED " HORIZ. SCALE 1 " =20' co A. 1 +00 ELEV. - 32415 C 4 SEWER MAI ^ to INSTALL 8" WATER MAIN I j N V. IN =,§zar20 VERT. SCALE 1 " =20' 001 135' 01.0 -8 "PVC SDR35 00 V. T = 8232.00 O PEAK CIVIL ENGINEERING INC ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS IT IS THE CONTRACTOR'S RESPONSIBILITY REVIEWED: EW I MAN OLE 2 Q " `MINE g I MANHOLE 1 ; 9. ST 2 +85 !A 5� - STA. 1+.toU.1 N STA: 0 +74 RIM 3252.41 LO RIM = 8264.25 CUT IN 10 "X8" TEE 00 ` INV OUT 8245.95 00 INSTALL 8" GATE VALVE INV IN = 8244,60 I ALL PIPE SHALL BE CONSTRUCTED WITH STANDARD PIPE BEDDING AS SHOWN IN THE DETAILS. IF ANY GROUNDWATER IS ATUM ELEV ENCOUNTERED, THE OWNER'S REPRESENTATIVE AND PEAK CIVIL ENGINEERING, INC , IS TO BE NOTIFIED IMMEDIATELY PRIOR TO INV IN = 8244,60E I I SHEET 8236:00 INV OUT = 8244.40 ALL SEWER MAINS AND SEWER SERVICES SHALL HAVE A MINIMUM COVER OF 4.5 FEET. 14. THE CONTRACTOR SHALL TAKE ALL APPROPRIATE PRECAUTIONS TO SIGNIFICANTLY REDUCE ANY POTENTIAL POLLUTION CAUSED to SEWER MAIN 1 0 � o N HORIZ. SCALE 1 " =20' N N N N to to Cq VERT, SCALE 1 " =20' 00 10 00 00 8260 8240 / / _I - , / Q) / / . ; . / - / SEWER SERVIC WITH ' / STUBOUT 55X4 . 0 12,54% 1 +00 1 +50 2 +00 2 +50 2 +85 4" PVC - SDR 35 / � -- -'- / � � / 8270 lo, 8260 // // r, v, ,/ /�, �/' EX WATER 8250 VALVE (TYP) r ` 8240 / „-- 7 / / -- -- -'� I� FIRE H'(DRANT (TYP) DATUM ELEV I 8230.00 ::ZEX SEWER MANHOLE LO RIM ELEV = 8209 1' (O �,' / INVERT ELEV = 8204 3' 04 82801 82701 8260 r t` CIS 0C 1 +98 1+50 1+00 0 +50 8280 8270 8260 DATUM ELEV 0 +00 !Z.bY /� /III WATER MAIN 1 PROPO 3ED DRIVEWAY PROPOSED DRIVEWAY HORIZ, SCALE 1 " =20' GRADE (TYP) GRADE (TYP) INSTALL I? = = INSTALL 198LF- o a DIP INSTALL INSTALL HYDRANT AND GUARD VALVE EXISTING MIN. 7,0' • - �' = = = STA: 1 +98 GRADE (TYP) COVER DEPTH INSTALL 8" „$ 5 M GATE VALVE-" WATER MAIN 3 �i PROPOSED " HORIZ. SCALE 1 " =20' co WATER MAIN 2 N C 4 SEWER MAI ^ to INSTALL HORIZ. SCALE 1 " =20' N N N " " 8X8 TE N VERT. SCALE 1 " =20' 001 00 00 00 1 +98 1+50 1+00 0 +50 8280 8270 8260 DATUM ELEV 0 +00 !Z.bY /� /III WATER MAIN 1 PROPO 3ED DRIVEWAY U HORIZ, SCALE 1 " =20' GRADE (TYP) VERT SCALE 1"-20' INSTALL I? = = GATE VALVE MIN. 7.0' / MIN. 7.0' EXISTING COVER DEPTH 8"x8" TEE COVER DEPTH GRADE (TYP) O „$ 5 M AND GUARD VALVE M WATER MAIN 3 �i STA: 1 +33 od HORIZ. SCALE 1 " =20' co co C 4 VERT. SCALE 1 " =20' 00 00 00 7 LL� DRAWN: MT PROPOSED � s, Q Ld CL 8" SEWER J PEAK CIVIL ENGINEERING INC ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS IT IS THE CONTRACTOR'S RESPONSIBILITY REVIEWED: EW MAIN Q PLC JOB #: 698 INSTALL 22.5' 9. INSTALL 22.5' rn VERTICAL BEND rn VERTICAL BEND N STA: 0 +74 11. STA: 0 +08 LO CUT IN 10 "X8" TEE 00 8%8" A TEE 00 INSTALL 8" GATE VALVE 12. 0 +00 8270 8260 8250 DATUM ELEV 8240.00 cfl N 00 8270 8260 8250 8240 WATER & SEWER NOTES 1 ALL SANITARY SEWER AND WATER LINE CONSTRUCTION SHALL CONFORM TO EAGLE RIVER WATER AND SANITATION 'S (ERWSD) STANDARDS AND SPECIFICATIONS. 2 ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE DISTRICT OR ITS REPRESENTATIVES THE DISTRICT RESERVES THE RIGHT TO ACCEPT OR REJECT ANY MATERIALS AND WORKMANSHIP THAT DO NOT CONFORM TO DISTRICT STANDARDS OR SPECIFICATIONS 3. COMPACTION OF ALL TRENCHES MUST BE ATTAINED AND COMPACTION TEST RESULTS SUBMITTED TO THE OWNER, PRIOR TO ACCEPTANCE SEE SOILS REPORT FOR COMPACTION REQUIREMENTS P T FULLY 0 +50 0 +77 0 +00 0 +50 1+00 Z Q J 1.1. Ld 3: Ld N w W F_ Q icon I 2r, toN co 10co U Z Z to 0_1 a Z a L J W �O w rn Z o Z 3 LL, O U w o 0 J � Z j ao to zo g uj a- o N O 0 .a O Z O J O PROPOSED DRIVEWAY U CEXISTING GRADE (TYP) GRADE (TYPE INDICATE AS -BUILT CONDITIONS. SAID DRAWINGS SHALL BE PROVIDED TO THE OWNER'S REPRESENTATIVE AND PEAK CIVIL INSTALL I? = = GATE VALVE LL. INSTALL MIN. 7.0' Z 8"x8" TEE COVER DEPTH TO ALL FITTINGS, VALVES, MANHOLES, AND THE END OF ALL SERVICE LINES. O INSTALL HYDRANT 5 M AND GUARD VALVE M WATER MAIN 3 �i STA: 1 +33 od HORIZ. SCALE 1 " =20' co co C 4 VERT. SCALE 1 " =20' 00 00 00 0 +00 0 +50 1+00 Z Q J 1.1. Ld 3: Ld N w W F_ Q icon I 2r, toN co 10co U Z Z to 0_1 a Z a L J W �O w rn Z o Z 3 LL, O U w o 0 J � Z j ao to zo g uj a- o N O 0 .a O Z O J O LA_ V) O w 7 Z O� 1 O REVISIONS: 02 05 -05 -03 RETAINING WALLS U U �a_j INDICATE AS -BUILT CONDITIONS. SAID DRAWINGS SHALL BE PROVIDED TO THE OWNER'S REPRESENTATIVE AND PEAK CIVIL Ld J LL. V) Z _ ///��U /// ^ Z TO ALL FITTINGS, VALVES, MANHOLES, AND THE END OF ALL SERVICE LINES. O O 5 N 6. W W LL. J0 8270 J Q CHLORINE TESTING SHALL BE DONE IN ACCORDANCE WITH ERWSD STANDARDS m 7 PROVIDE 10' MINIMUM HORIZONTAL SEPARATION BETWEEN WATER AND SEWER LINES OR ENCASE PER COLORADO DEPARTMENT DRAWN: MT OF HEALTH REQUIREMENTS OR PROVIDE OTHER PROTECTION AS SPECIFIED BY ERWSD. Q Ld CL Ld J PEAK CIVIL ENGINEERING INC ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS IT IS THE CONTRACTOR'S RESPONSIBILITY REVIEWED: EW 8260 Q PLC JOB #: 698 9. MARK ALL SERVICE ENDS WITH FENCE POSTS SPRAY PAINTED PER THEIR RESPECTIVE COLOR. LA_ V) O w 7 Z O� 1 O REVISIONS: 02 05 -05 -03 RETAINING WALLS 1+33 4. THE CONTRACTOR SHALL AT ALL TIMES KEEP TWO (2) SEPARATE FULL SETS OF CONTRACT DRAWINGS MARKED U 0 INDICATE AS -BUILT CONDITIONS. SAID DRAWINGS SHALL BE PROVIDED TO THE OWNER'S REPRESENTATIVE AND PEAK CIVIL ENGINEERING INC. UPON COMPLETION OF THE WORK AS -BUILT DRAWINGS WILL BE COMPILED BY PEAK CIVIL ENGINEERING PRIOR TO FINAL ACCEPTANCE WHERE PRACTICAL, THE CONTRACTOR IS TO PROVIDE AT LEAST TWO TIES FROM PHYSICAL MONUMENTS TO ALL FITTINGS, VALVES, MANHOLES, AND THE END OF ALL SERVICE LINES. 5 ALL WATER MAINS AND WATER SERVICES SHALL HAVE A MINIMUM COVER OF 7 FEET 6. ALL WATER MAINS SHALL BE HYDROSTATICALLY TESTED IN ACCORDANCE WITH THE REGULATING ENTITY'S (ERWSD) STANDARDS. DESIGNED: MT 8270 CHLORINE TESTING SHALL BE DONE IN ACCORDANCE WITH ERWSD STANDARDS 7 PROVIDE 10' MINIMUM HORIZONTAL SEPARATION BETWEEN WATER AND SEWER LINES OR ENCASE PER COLORADO DEPARTMENT DRAWN: MT OF HEALTH REQUIREMENTS OR PROVIDE OTHER PROTECTION AS SPECIFIED BY ERWSD. 8 PEAK CIVIL ENGINEERING INC ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS IT IS THE CONTRACTOR'S RESPONSIBILITY REVIEWED: EW 8260 , TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. PLC JOB #: 698 9. MARK ALL SERVICE ENDS WITH FENCE POSTS SPRAY PAINTED PER THEIR RESPECTIVE COLOR. 10. THE CONTRACTOR SHALL VERIFY EXISTING PIPE OR MANHOLE INVERTS AT TIE -IN POINTS PRIOR TO CONSTRUCTION. DWG 698 -UTL #' 8250 11. MANHOLE RIMS SHALL BE SET AT AN ELEVATION RELATIVE TO THE PAVEMENT IN ACCORDANCE WITH DISTRICT REQUIREMENTS. PRECAST ADJUSTING RINGS SHALL BE USED TO ADJUST RIM ELEVATIONS TO FINAL GRADE. THE MAXIMUM ACCEPTABLE VERTICAL DATE: 4/2/03 ADJUSTMENT IS 14 INCHES 12. ALL PIPE SHALL BE CONSTRUCTED WITH STANDARD PIPE BEDDING AS SHOWN IN THE DETAILS. IF ANY GROUNDWATER IS ENCOUNTERED, THE OWNER'S REPRESENTATIVE AND PEAK CIVIL ENGINEERING, INC , IS TO BE NOTIFIED IMMEDIATELY PRIOR TO PROCEEDING WITH CONSTRUCTION. SHEET 13. ALL SEWER MAINS AND SEWER SERVICES SHALL HAVE A MINIMUM COVER OF 4.5 FEET. 14. THE CONTRACTOR SHALL TAKE ALL APPROPRIATE PRECAUTIONS TO SIGNIFICANTLY REDUCE ANY POTENTIAL POLLUTION CAUSED BY HIS ACTIVITIES, INCLUDING VEHICLE FUELING, STORAGE OF FERTILIZERS OR CHEMICALS, ETC THE CONTRACTOR SHALL HAVE IDENTIFIED PROCEDURES FOR HANDLING POTENTIAL POLLUTANTS AND HAVE IDENTIFIED SPILL PREVENTION AND RESPONSE n O L PROCEDURES PRIOR TO ANY ACTIVITIES AT THE PROJECT SITE. 15. ALL EXCAVATIONS, UTILITY LINES AND OTHER TRENCHES SHALL MEET OSHA REQUIREMENTS. 1+33 a F_ Q J n z V) LL_ Co I i I I I I I I I 1 I I I I INSTALL I (3)4 "CONDUITS I STA: 3 +47 I PROPOSED I GAS (TYP) to r� to LO co 00 1 �0 r Z z *U I ' O J BUILDING 17 Z c� ° > >< ENVELOPE (TYP) —� �' J E a LJ 0 V) z o z O w o INSTALL 2 < o J (3)4 "CONDUITS PROPOSED ELEC, CAN, < > z STA: 2 +10 AND TELE SERVICE IN PROPOSED J 0 w o _- — --- JOINT TRENCH (TYP) GAS (TYP) O a Q i o PROPOSED INSTALL a NO GAS (TYP) I (3)4 "CONDUITS EMPTY �-- �--� _J STA: 0 +97 -� / g Q — 1.7u"• —�' .fir , • rr.•- r . c= jivi • rrr. • . rr.r . ._. ♦ • r.�. I mo, • +++•• s • •r+• . r ♦ • r • G„•' • • +w•.r i .4 . . .+rr.. • • ...�.mr••�, r••i —. • i +..+ + • J / • / • Ili 0 000 0 doo r•✓ '' �� - _ - - - - EI�_ ;:... �'� TELEPHONE 20 SETBACK I /" �'` o PROPOSED T / / /• 1) -4" CONDUIT 'ff ,' V INSTALL (2) STEEL G ... -- INSTALL ( Q j �.� �- APPROX. 500 LF Q_ — I • ✓'C' / / PROPOSED CAN BOLLARDS (TYP) k,�� (3)4 CONDUITS EMPTY TO EX. TELE ,,, W U. --f STA: 0 +32 ,, J PROPERTY I J . '' �� (1) -4' CONDUIT � Z LINE 3:0 Z loll OL i • IN TALL (2) STEEL / / CONNECT GAS TO G/• PROPOSED TRANSFORMER, I BOLLARDS (TYP) / EX. GAS HSTUBOUT CATVL_AIjD_SE6E- PEDESTAL - I / / �,,_ ---- - -SANS PAD ELEV= 8254.0 W LL- (CENTER J Lj _ - '' I / TRANS PAD J D _ -- STA: 1+00.4, 17.OL) _ - - -'" (2) 30" CMP = o E m Q I PROPOSED TRANSFORMER, / / / Q1 �' -- _ __________ _ __ ' r � Q E. D W I AND TELE PED =STAL , / �� PROPOSED ELECTRIC _____ ______ > CATV, EX ELEC -RICAL (2) -4" CONDUITS -'��\ I TRANS PAD ELEV= 8273.0 / o, MANHOLE - - - -- I Q J (CENTER TRANS PAD / �' _ - - -- `� , / L�J CL W — I /i , J STA: 3 +28.7, 15.8L) � /•' � ,- - -'' `� i �/ _ Q 2 EXISTING, o - -' • — �•_ \ �-�� i i (n LL. I / / 6" CONDUITS • � �/� O 20 SETBACK // P� �° ELECTRICAL � I I � ,- iG --- CONNECT CATV EL c � � I / .��,.' _ TO EX. PEDESTAL SWITCHGEAR ��� `�` Z Z / 10 1 -4" CONDUIT C - _ , ,' � EX SEWER MANHOLE RIM ELEV. = 8228.4' CTV PEDESTAL � _ ,/ /� ' P / //' • INVERT ELEV = 822C.4' TELEPHONE _- PEDESTAL�� I / f S I S CONCRETE , 15.0 I / / / MAILBOX PAD I LLI // G ,' � I / / / / PROPOSED GRADE (TYP) I UJ I , / LEGEND Q I / EXISTING / / G�j °f -- REVISIONS: w 6" CONDUITS // /' \ EXISTING PROPOSED ,i CATV, TELEPHONE& ELECTRIC _ _ _ _ _ _ _ ®05 -05 -03 / 0 / V / / PROVIDE I -FOOT OF 3/4" ROADBASE MINOR CONTOUR 136 :3 I ' ''� CABLE TV 1 -4" SCHD 40 CONDUIT � "' "` 40 MAJOR CONTOUR 140 _ � �� O ' '�� RETAINING WALLS ,/ 5 / TELEPHONE: (1) -4 SCHD 40 CONDUIT PROPERTY LINE — - - / ELECTRIC. (2) -4" SCHD 40 CONDUIT 12" MIN SEPARATION / / ---------- - - - - -- EDGE OF PAVEMENT , ,/ TELE TO ELEC I 1 5.0, / ✓ // - CENTER LINE I \ / / SHALLOW UTILITY LAYOUT Sp STORM DRAIN SD (NOT TO SCALE) ss SANITARY SEWER $$ FOUND PIN & CAP L.S. NO. 16827/ loll / ,/ /001 I I / 0s I / I / ' i / i i i[woo.. h �� , r o., �01 11 01 ,E 55 EX. SEWER MANHOLE / RIM ELEV, = 8200.5' / INVERT ELEV, = 8193.6' / / 20 GRAPHIC SCALE ID 20 40 ATE VALVE wv ( IN FEET ) COMCAST (CABLE TV) - FLOYD SALAZAR . ........................ pq G N / 1 inch = 20 Pt, PEAK CIVIL ENGINEERING, INC ASSUM =S NO RESPONSIBILITY FOR UTILITY LOCATIONS PRIOR �41 FIRE HYDRANT EX WATER TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL APPROPRIATE VALVE (TYP) / UTILITY COMPANIES FOR LINE LOCATIONS. HE SHALL THEN LOCATE ALL UTILITIES QS SEWER MANHOLE SO EX SEWER MANHOLE (INCLUDING DEPTH). ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION SHALL BE E RIM ELEV = 8211 5' BROUGHT TO THE ATTENTION OF PEA< CIVIL ENGINEERING, INC SO THAT LINE OR GRADE O ELECTRIC MANHOLE SIINVERT ELEV. = 8203.8' CHANGES CAN BE MADE TO ELIMINATE ANY CONFLICTS WITH THESE UTILITIES ALL EXISTING / FIRE HYDRANT (TYP) (BASIS OF ELEVATIONS) UTILITIES SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. DAMAGED UTILITIES El CATCH BASIN, CURB INLET OR FIELD INLET SHALL BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER, )� FT TRANSFORMER Q EX SEWER MANHOLE SHALLOW UTILITY NOTES ®In N, TELEPHONE & m®m RIM ELEV = 1 82 1' 09 ELECTRIC PEDESTALS INVERT ELEV. 8204.3' 1 COMPACTION OF ALL TRENCHES MUST BE ATTAINED AND COMPACTION TEST RESULTS SUBMITTED TO THE OWNER AND PEAK CIVIL ENGINEERING, INC., �, UTILITY POLE PRIOR TO ACCEPTANCE SEE SOILS REPORT FOR COMPACTION REQUIREMENTS SIGN mi ELECTRICAL 2. THE CONTRACTOR SHALL AT ALL TIMES KEEP TWO (2) SEPARATE FULL SETS OF CONTRACT DRAWINGS MARKED UP TO FULLY INDICATE AS -BUILT -C TRANSFORMER CONDITIONS. SAID DRAWINGS SHALL BE PROVIDED TO THE OWNER'S REPRESENTATIVE AND PEAK CIVIL ENGINEERING INC., UPON COMPLETION OF THE `�,/ STREET LIGHT �-' TELEPHONE WORK, AS -BUILT DRAWINGS WILL BE COMPILED BY PEAK CIVIL ENGINEERING PRIOR TO FINAL ACCEPTANCE. WHERE PRACTICAL, THE CONTRACTOR IS PEDESTAL TO PROVIDE AT LEAST TWO TIES FROM PHYSICAL MONUMENTS TO ALL FITTINGS, VALVES, MANHOLES, AND THE END OF ALL SERVICE LINES TREE LINE 3 PEAK CIVIL ENGINEERING, INC, ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY DESIGNED: MT THE LOCATION OF ALL UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. _ - - -_ -_ CULVERT 4. MARK ALL SERVICE ENDS WITH FENCE POSTS SPRAY PAINTED PER THEIR RESPECTIVE COLOR. - - _ - DRAWN: MT 5. ALL CONDUITS, VAULTS, AND APPURTENANCES INSTALLED FOR THE ELECTRIC SYSTEM SHALL CONFORM TO HOLY CROSS ENERGY, SILT FENCE SF —SF- STANDARDS AND SPECIFICATIONS AND SHALL BE ACCEPTED BY HOLY CROSS ELECTRIC ENERGY, PRIOR TO PROJECT COMPLETION, IT HAY BALE REVIEWED: EW CHECK DAM IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL WORK ASSOCIATED WITH THE ELECTRIC SYSTEM WITH HOLY CROSS ENERGY, E N $xis 6. ALL CONDUITS AND APPURTENANCES INSTALLED FOR THE TELEPHONE SYSTEM SHALL CONFOR4 TO QWEST STANDARDS AND SPECIFICATIONS PLC JOB #: 698 AND SHALL BE ACCEPTED BY QWEST PRIOR TO PROJECT COMPLETION, IT IS THE CONTRACTCR'S RESPONSIBILITY TO COORDINATE ALL WORK STONE CHECK DAM AT DWG 698 -SHL ASSOCIATED WITH THE TELEPHONE SYSTEM WITH QWEST CULVERT ENTRANCE x #' 7. ALL CONDUITS AND APPURTENANCES INSTALLED FOR THE TELEVISION SYSTEM SHALL CONFORM TO COMCAST'S STANDARDS AND SPECIFICATIONS AND DRAINAGE FLOW DATE: 4/2/03 SHALL BE ACCEPTED BY COMCAST PRIOR TO PROJECT COMPLETION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL WORK ASSOCIATED SLOPE 30% WITH THE TELEVISION SYSTEM WITH COMCAST. 8. ALL CONDUITS AND APPURTENANCES INSTALLED FOR THE GAS SYSTEM SHALL CONFORM TO EXCEL ENERGY'S STANDARDS AND SPECIFICATIONS AND TBR TO BE REMOVED TBR SHALL BE ACCEPTED BY EXCEL ENERGY PRIOR TO PROJECT COMPLETION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL WORK PVC POLYVINYL CHLORIDE PVC SHEET ASSOCIATED WITH THE GAS SYSTEM WITH EXCEL ENERGY, 9 THE CONTRACTOR SHALL TAKE ALL APPROPRIATE PRECAUTIONS TO SIGNIFICANTLY REDUCE ANY POTENTIAL POLLUTION CAUSED BY HIS ACTIVITIES, HDPE HIGH DENSITY POLYETHYLENE HDPE INCLUDING VEHICLE FUELING, STORAGE OF FERTILIZERS OR CHEMICALS, ETC. THE CONTRACTCR SHALL HAVE IDENTIFIED PROCEDURES FOR HANDLING 1 3 ®• � POTENTIAL POLLUTANTS AND HAVE IDENTIFIED SPILL PREVENTION AND RESPONSE PROCEDURES PRIOR TO ANY ACTIVITIES AT THE PROJECT SITE. UG UNDERGROUND UG 10. ALL EXCAVATIONS, UTILITY LINES AND OTHER TRENCHES SHALL MEET OSHA REQUIREMENTS. CORR CORRUGATED CORR 11 ELECTRIC CONDUITS, VAULTS AND TRANSFORMERS TO BE PROVIDED BY HOLY CROSS ENERGY CONTRACTOR TO COORDINATE INSTALLATION OF ELECTRIC WITH HOLY CROSS ENERGY, CMP CORRUGATED METAL PIPE CMP ----- 8 "w - - - -- WATER MAIN — � UTILITY CONTACTS - �- 8 — — —ETTV— — — U EAGLE RIVER WATER AND SANITATION DISTRICT - AGGIE MARTINEZ 970- 476 -7480 — —G— UNDERGROUND GAS • • --G-- TOWN OF VAIL PUBLIC WORKS - LEONARD SANDOVAL ................ 970- 479 -2158 — —ELEC— UNDERGROUND ELECTRIC • —ELEC - PEAK CIVIL ENGINEERING, INC. - ERIC WILLIAMS . .................. . 970 - 476 -8644 — — _ —TEL— - — UNDERGROUND TELEPHONE - TEL - TOWN OF VAIL FIRE DEPARTMENT - MIKE McGHEE . ................ . 970 - 479 -2135 — — -- CATV -- -- UNDERGROUND CABLE N--•-- ♦"ATV - -• -- 80 H HOLY CROSS ENERGY (ELECTRIC) - IED HUSKEY 970- 748 -4306 182DX S SPOT ELEVATION � XCEL ENERGY (GAS) - KIT BOGART ... 970- 262 -4024 1 QWEST (TELEPHONE) - JASON SHARPE . ........................ . 970- 384 -0238 0 0 TRAVERSE POINT 0 970 - 949 -1224 w wv A ( IN FEET ) COMCAST (CABLE TV) - FLOYD SALAZAR . ........................ pq G N / 1 inch = 20 Pt, PEAK CIVIL ENGINEERING, INC ASSUM =S NO RESPONSIBILITY FOR UTILITY LOCATIONS PRIOR �41 FIRE HYDRANT EX WATER TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL APPROPRIATE VALVE (TYP) / UTILITY COMPANIES FOR LINE LOCATIONS. HE SHALL THEN LOCATE ALL UTILITIES QS SEWER MANHOLE SO EX SEWER MANHOLE (INCLUDING DEPTH). ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION SHALL BE E RIM ELEV = 8211 5' BROUGHT TO THE ATTENTION OF PEA< CIVIL ENGINEERING, INC SO THAT LINE OR GRADE O ELECTRIC MANHOLE SIINVERT ELEV. = 8203.8' CHANGES CAN BE MADE TO ELIMINATE ANY CONFLICTS WITH THESE UTILITIES ALL EXISTING / FIRE HYDRANT (TYP) (BASIS OF ELEVATIONS) UTILITIES SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. DAMAGED UTILITIES El CATCH BASIN, CURB INLET OR FIELD INLET SHALL BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER, )� FT TRANSFORMER Q EX SEWER MANHOLE SHALLOW UTILITY NOTES ®In N, TELEPHONE & m®m RIM ELEV = 1 82 1' 09 ELECTRIC PEDESTALS INVERT ELEV. 8204.3' 1 COMPACTION OF ALL TRENCHES MUST BE ATTAINED AND COMPACTION TEST RESULTS SUBMITTED TO THE OWNER AND PEAK CIVIL ENGINEERING, INC., �, UTILITY POLE PRIOR TO ACCEPTANCE SEE SOILS REPORT FOR COMPACTION REQUIREMENTS SIGN mi ELECTRICAL 2. THE CONTRACTOR SHALL AT ALL TIMES KEEP TWO (2) SEPARATE FULL SETS OF CONTRACT DRAWINGS MARKED UP TO FULLY INDICATE AS -BUILT -C TRANSFORMER CONDITIONS. SAID DRAWINGS SHALL BE PROVIDED TO THE OWNER'S REPRESENTATIVE AND PEAK CIVIL ENGINEERING INC., UPON COMPLETION OF THE `�,/ STREET LIGHT �-' TELEPHONE WORK, AS -BUILT DRAWINGS WILL BE COMPILED BY PEAK CIVIL ENGINEERING PRIOR TO FINAL ACCEPTANCE. WHERE PRACTICAL, THE CONTRACTOR IS PEDESTAL TO PROVIDE AT LEAST TWO TIES FROM PHYSICAL MONUMENTS TO ALL FITTINGS, VALVES, MANHOLES, AND THE END OF ALL SERVICE LINES TREE LINE 3 PEAK CIVIL ENGINEERING, INC, ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY DESIGNED: MT THE LOCATION OF ALL UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. _ - - -_ -_ CULVERT 4. MARK ALL SERVICE ENDS WITH FENCE POSTS SPRAY PAINTED PER THEIR RESPECTIVE COLOR. - - _ - DRAWN: MT 5. ALL CONDUITS, VAULTS, AND APPURTENANCES INSTALLED FOR THE ELECTRIC SYSTEM SHALL CONFORM TO HOLY CROSS ENERGY, SILT FENCE SF —SF- STANDARDS AND SPECIFICATIONS AND SHALL BE ACCEPTED BY HOLY CROSS ELECTRIC ENERGY, PRIOR TO PROJECT COMPLETION, IT HAY BALE REVIEWED: EW CHECK DAM IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL WORK ASSOCIATED WITH THE ELECTRIC SYSTEM WITH HOLY CROSS ENERGY, E N $xis 6. ALL CONDUITS AND APPURTENANCES INSTALLED FOR THE TELEPHONE SYSTEM SHALL CONFOR4 TO QWEST STANDARDS AND SPECIFICATIONS PLC JOB #: 698 AND SHALL BE ACCEPTED BY QWEST PRIOR TO PROJECT COMPLETION, IT IS THE CONTRACTCR'S RESPONSIBILITY TO COORDINATE ALL WORK STONE CHECK DAM AT DWG 698 -SHL ASSOCIATED WITH THE TELEPHONE SYSTEM WITH QWEST CULVERT ENTRANCE x #' 7. ALL CONDUITS AND APPURTENANCES INSTALLED FOR THE TELEVISION SYSTEM SHALL CONFORM TO COMCAST'S STANDARDS AND SPECIFICATIONS AND DRAINAGE FLOW DATE: 4/2/03 SHALL BE ACCEPTED BY COMCAST PRIOR TO PROJECT COMPLETION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL WORK ASSOCIATED SLOPE 30% WITH THE TELEVISION SYSTEM WITH COMCAST. 8. ALL CONDUITS AND APPURTENANCES INSTALLED FOR THE GAS SYSTEM SHALL CONFORM TO EXCEL ENERGY'S STANDARDS AND SPECIFICATIONS AND TBR TO BE REMOVED TBR SHALL BE ACCEPTED BY EXCEL ENERGY PRIOR TO PROJECT COMPLETION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL WORK PVC POLYVINYL CHLORIDE PVC SHEET ASSOCIATED WITH THE GAS SYSTEM WITH EXCEL ENERGY, 9 THE CONTRACTOR SHALL TAKE ALL APPROPRIATE PRECAUTIONS TO SIGNIFICANTLY REDUCE ANY POTENTIAL POLLUTION CAUSED BY HIS ACTIVITIES, HDPE HIGH DENSITY POLYETHYLENE HDPE INCLUDING VEHICLE FUELING, STORAGE OF FERTILIZERS OR CHEMICALS, ETC. THE CONTRACTCR SHALL HAVE IDENTIFIED PROCEDURES FOR HANDLING 1 3 ®• � POTENTIAL POLLUTANTS AND HAVE IDENTIFIED SPILL PREVENTION AND RESPONSE PROCEDURES PRIOR TO ANY ACTIVITIES AT THE PROJECT SITE. UG UNDERGROUND UG 10. ALL EXCAVATIONS, UTILITY LINES AND OTHER TRENCHES SHALL MEET OSHA REQUIREMENTS. CORR CORRUGATED CORR 11 ELECTRIC CONDUITS, VAULTS AND TRANSFORMERS TO BE PROVIDED BY HOLY CROSS ENERGY CONTRACTOR TO COORDINATE INSTALLATION OF ELECTRIC WITH HOLY CROSS ENERGY, CMP CORRUGATED METAL PIPE CMP LO f\ 102 I DD U to Z (3 _ I O J Ln I, �> Z Z F x < JQ LAJ � O (n LLJ Z O J Z W U Ld C3 J DOD In Z g �o f\ J SIARHOLF am 3/r SST ROD « ` RAISE TOP 01 TROUGH TO •� . IV AT OUTSIDE OF RADIUS d t ' TOP OF-_ i a; ;, #, f's r ,�.' +mot t' - \ N GROUT +t.:, •••�, MANHOLE WALL GMT EPDXY 00 LAC SCREW HINGE AN OR BOLT PLAN VIEW DISPERSE LARGE ROCKS IN THIS ZONE PROVIDED ROCKS DO NOT INTERFERE WITH Q W � Q W � I O O O O O SLOPE BEACH O6%YK +..,- „• I e \ 4•yT+ ° ,, r NELSON sn10 f r - 1/2 PPE 1 AlE1ER ti„ • r =s ANCl10R SPRING LINE •,I C °lam TOP OF PPE S' t 1 /2`X1 /r SST BAR (TYP) BACK FILL COWACT1W REDUIREMENTS BOULDERS GREATER THAN 18 INCHES TO BE FROM BACK FILL AND DISPOSED OF OFF SITE. REMOVED '• e FLOW DFECTION I . - x SST ANGLE AT 1S' . *' _, •' --- - - •� 1/2 PIPE DIAMETER— • 0-C t iy• OR SPRING LINE , ° 4• s CLEARANCE N A ALLOWED GREATER THAN 6 INCHES • {� � : i • t r - , , rr. , „~ ,, t` �{ , r • � a r S M I ? � '`+ 2• LIKE NO • !tp ,V�p OMSPATOR CHANNEL AND BENCH TO BE HAND ^ SHAPE INVERT TO +.y r - A'. ' ^' S Y Y . y . • ri ` -. r •, •";'. I r • _ �• > • PROFILE AS " " * STANDARD MANHOLE HINGE BRACKET PPE dA. + 4- 12 SEE 9PECt1CAT10NS FOR CG►PACnaN ����0) RAM SHAPED AND GRADED BY CONTRACTOR THIS ANGLE MDp('4 CIEATE Y SEER SECTION D IS CARRY UP K BEYOND THE CIRLSHEL BAR SCREEN VARMS 1RO+cH BACK FLL .ti. • + THE TOP OF THE SECTION OF CHANEL OUTLET AND TO THE SPRING LINE �!t • . RAW TOP TROUCII tD . MANHOLE StEPB 1HP 00 aA WALL DF MANHOLE 22•'1 E (SEE PAYS 20 FOR DESCRIPTION) �• �° 12' -� \ `+ i O 10' AT OUTSIDE OF RADIUS SECTION PRE CAST REINFORCED CONCRETE MA*IOLE 11, sere OUT APPLMJDONS (NO CLEAN OU1) SWILL HA\E A 3A LOCATING OqK NO ROCK ALLOWED GREATER THAN 6 INCHES .�' + BEDDING 2711E ,, SEE BELOW AN PER ASTM -G478 BE ED 94' TD CLEARANCE RADII "'�� INSTALLED AT TNI END Cf 41IIBOUT. PPE $ue GRADE. STABRnAT1a1 • Q S' INSIDE CIA MAN 40 LE LlX A I MIN TAPE T O +'" i ABOVE PD'E OR ANY PROTRUS[dl CENTER OF N1E 9RAN04 YA7fAlAL F REQUIRED ^ p PRE CAST REINFORCED SE PLACED t1' CONCRETE MANHOLE BARREL aj "' Y MIN. ABOVE PIPE Olt ART PER ASTY DDSPATOR CHANNEL AND PROTRUSION 24'x1 1/2' TAPE TO BAR s 70 BE PLACED IN UPPER THIRD OF SEWER MAN 1 Z -0476 BENCH TO BE HAND , SHAPED AND GRADED BY ` PLACED ABOVE PIPE OR ANY - -- PROTRUSION \ y EN PROPERTY LINE ON TAPE TO TRENCH ZONES CONTRACTOR / ", Y BAR BE PLACED ADO PPE ZOR BE�PLAACCEDTA2P41 TO O LOCAt1aA TAPE TO GRADE BENCH O eft MINIMUM SE PLACED 24' ��- e d ,y' SPRING LINE 'M Sr STEEL FENCE POST- PANT TOP 1 OF POST DRIVEN PROTRUSION A DR ANY ( , V Z ABOVE PIPE dt AIIr PROTRUSION \ y�Y_:rCtiK'c, '_ r° �vaikKgs • � 1 111E DIAMETER OF THE PPE /y <; rx , . •.. '�C� �+ PIPE DIAMETER �1 a �OU� •PERSIA -JOKY 8TH at EQUAL- \ 6 F00T STEEL FENCE POST AT END OF LIE ID 4 FEET AN1VE GROUND- PAt11ED CREEK ^ J w ` -- ROW ONECIION tI�GUQf EL471 UIE p t'C* ..' �,_ , -ter 4 \7RENd1 W T ~ •R �. .� Mal 12" COMPACTED .'. +'•r+;'• , 'd.• �: Y d•r �', .a •� • 3/4' SCREENED ROCK ^� _4�_- � SECTIONAL VIEW FL BACK FILL J Z YnH. •� A y,. • PRE CASs MANHOLE BASE AND FIRST BARREL SECTION OUTIEi�Y u N� � ,R, ���•. x' , Y �V Q W taA .'J� . , Y : "� + ty'+ s •• •'' rh a, t' •Y • .• • .rF F " + •'T " . ,. : ?RE CAST MANHOLE BASE AND FIRST BARREL BECTKIN � •ELEVATION CAST M NO CAST MCVOIJ7HIC PER � T MONOLITHIC PER D p BAR SCREEN IS TO BE T4 .��^ __ _-2-4w _- _-'- --'-__ -- , - -.++- - _�'__-- _.�_.�__ __- _-__- --___� � _.n — LOCATE" TAPE 70 BE PLACED N• BERNCE SEE SPECIFICATIONS ADM PIPE DR ANY ORAOE 1/4 Npl PER Fool MN —* PLACE 3M LOCATING DISK APPROX• t FOOT ABOVE SERVICE ETO BUT DD NOT BURY AT COMPACTED MATERIAL Q a�'�• S` �ti�'I�� ;. � tir •ter „g . $ ..o 1Y a• +¢” U Z � p O { , ` .. r S ,� w 3M/W�12 THICK lON6 X 1 1 THICK AND GhG T .^ 4 r t * , , i y A DEPTH OF MORE 1HAN 4 3' MIN ...p. ti BEDgNO : ZONE \L / `/ BAIL MIDI a OI1r OF FLOM CHANNEL + 4' . a • BAR SCREEN CHANNEL AND t ,, • 120• FLOW �q y xr �, L +,\ IL \ W t" SHELF 4M1TH 1 , 1' 2'-17 BENOI TO BE HAND I /2'X 1 1/8'X1/4• 7 �' 1i N n �' I M+ / • GRADE BENCH O eX MINIMUM ' SIN SIIr1. SHARED AND GRADED BY CONRACTOR i- 24• a• , ' r STAINLESS STEEL ANFAJC EMBEDDED IN q �, H k � ' � � 4 aa' 30• PVC CAP OR PLOD `y Yr 'tl., T y" p PRE CAST MANHOLE BASE " AND FIRST BARREL SECTION 1 „, -- _ _EI.QN —� S a RING LINE FIVE SUB �'� / 1 0.0., N N S MIN. MI MIN Q V ED GENERAL NOTES SECTION —® OUT N• CAST MONOLITHIC PER AsTM -C473 w -...... »- _ W GENERAL NOTES / 1. ALLOW CLEARANCE FOR BAIL SCREEN TO SWING UP FOR IXEANINO. PIPE BEDDING ZONE ` • • • S. .� MM.. "+, • �" . t ` , ,• • • d EAGLE RIVER WATER AND ,. 1 e DIAMETER SIANHgES g�� 1 ALLOWED FOR •1 EAGLE RIVER AND SLOPE TO SLOPE AT ' 2. CONCRETE eEMdl FROM INLET TO OUTLET TO EdfN TO PPE gAMETER FORM A BENCH TO SLOPE UP AT S% TO MALLS OF MANHOLE AS REQUIRED FOR A STANDARD EAGLE RIVER WATER AND CAGLE RIVER WATER AND EAGLE RIVER WATER AIS SANITATO2/ DISTRICT , • , , , d� . , ,, • t •,— SAN[TAT7GN DISTRICT „ + . r • N a r < ' ~ ' • '' ATIGN T t SAMTAT[DN DISTRICT .W MIN,, MANHOLE. 3. FORM A r 'sm SENDMI ON Emn SIDE OF CHANNEL SANITATION DISTINCT A SAIUTATIGN DISTRICT W — `• • `~ ENERGY DISSIPATER MIN. 12 COMPACTED A 314 SCREENED Roal SECTION e • MANHOLE . 2. a YANNIQES SMALL / TYPICAL BAR SCREEN aA�s �� � PLAN MANHOLE SLOPE TO BE 0.30' MIN. AND FOLLOW SAYE SLOPE AS BAR scams• IMEIED =W /r ANGLES ALONG THIS BENCH FOR REST. TYPICAL BAR SCREEN MANHOLE DETAILS GENERAL NOTE V I. MINIMUM SEPARATION! BETNAEN TAPS SHALL BE IB NaIES, SEWER SERVICE CONNECTION SEWER PIPE BEDDING ALE' NONE DATE, 3-1 -00 = � C� Q Q SET ECCENTRIC EDGED RN SECTION 90 THAT THE R(Y n SCALE- NONE DATE.3 -1 -00 ANAY FRC1 Ti1E EDGE OF ASPHALT AS YUCM AS POSSELC. G D ran NONE — 3-1 -00 ( BAR 9CREFN TO BE 2r 1 1/ AND /r STOC IS A BE (aIAYETLR OF PPE + 4'} 1 1/2' X i/4` STOCK SHALL SCALE- NONE DATE, 3 -1 -00 SCALn NONE nATn 3 -1 -00 �snM•12/.'31/O1 — n� REVISION& 12 -31 -01 S -3 T:Io -12 -31-01 S -4 Fares THE LONG AXiS OF THE SCREEN AND 3/S• ROD SHALL FORM THE BARS slums-12-31-00 S -S REVIS106, i2 -31 -02 S -10 S -il APPROvEDCONST. -REV 2002 I� L_ !APPROVED, CONST: REV 2002 a CONST: REV 2002 D•CONST: REV 2002 Amovco. CONST. REV -2002 p 59 Sewer Specifications 51 Sewer Specifications 52 Sewer Specifications 53 Sewer Speclflcations 58 Sewer Specifications 0 w Z Z O � J O ALTERNATIVE 1H-1V ElsGINEERED SLOPE SYSTEM ti EXTEND GEOSYNTHETIC SOIL REINFORCEMENT • AS REQUIRED BY GEOiECHNICAL ENGINEER DESIGN, • 5D' MIN ° 36' MIN FENCE POST INSTALL PERMANENT STABILIZATION BLANKET LANDLOK ' ' 8$g, •• _ _ • _�' •• • TRM450• AMERICAN EXCELSIOR CO RECYCLEX TRM, - OR NORTH AMERICAN 9REEN P300, STRAW BALE DIKE - -� I i ~1 , I— 2 r o o �EXISTINC ° 10 MIN w EXISTING VEIN WIRE FENCE ((14 1 2 GA MIN T4 MAX 6�MESH SPACING) WITH FILTER CLOTH OVER 7 T ' • ' • r. � — +� —St -1• 1 FLOW a�A.r GROUND - pO PAVEMENT rl I I -1 I I —I I p T 20' MIN FLOW UNDISTURBED GROUND _ -4' VERTICAL FACE • ,' 4 5 PLAN VIEW MIN EMBED 8" IINTORGROUND 16" (MIN -- — �1 t'F. BEDDING DETAIL —L REVISIONS: • °.* SECTION GEOSYNTHETIC SOIL ,• r REINFORCEMENT AS r REQUIRED (TYP) ' —•-` -- - T - — �'�:tn �A ANGLE FIRST STAKE TOWARD • d i "9 PREVIOUSLY HALO BALE 'At 50' MIN EXISTING 3' PAVEMENT \ 6" MIN S• WOVEN HARE FENCE MIN 14 1 CAUCE. MAX. 6" MESH SPACING) 10' MAX C TO C 36" MIN FENCE POSTS. 02 05 -02 -03 RETAINING WALLS ' HEIGHT � FLOW , '� 'p !."t •� ` -�- •"-- � Jl o �NTA DRIVEN MIN 16' INTO I.. �� / GROUND )u'Fez i -T j.YK. s-5/8' O.D. STEEL PIPE IF - HOT-DIPPED GALVANIZED, PAINTED GREEN — — — :� A•"+�r '� ` .. ---- _� I �� 1 —� I FILTER FABRIC 12" 1 {, O.I,.,L'r•.t. i.,.!c,f'.�"r�'Y ✓' bi< N.' , 1�.jaY �f 'NII• kwz� t� � �� � }� q� �� 1 'H.� �� �: tea, �` { -FILLED WITH 2500 PSI CONCRETE _ Ar a BOUND BALES BERM MOUNTABLE BE PLACED ON EXISTING (OPTIONAL) PROFILE 1 rt, e' r� � „_,.. ,I pt 3, �� a -� i•. �� S_. 1 t °su' r r w 1 " .•t,� ': + �: f�' `�r r,'ixj";_ EXPANSION JOINT �w • ' '�'�, vr• rr _ CONTOUR GROUND -- d if. � _nutl _– 2 RE -BARS, STEEL PICKETS, OR 2 "x2' STAKES CONSTRUCTION SPECIFICATIONS ,t•I HEIGHT IN FILTER .Ir 16' MIN � nT��ay.S�,Y Ji �'s7l'•i • G I � "� }{ ''ti3x"r� % ( _ -In "€ FINISH GRADE BIT CONC PAVEMENT OR LANDSCAPE AREA (SEE PLANS do DETAILS FOR SURFACE 1 1/2' TO 2' IN GROUND, DRIVE STAKES FLUSH WITH BALES '= 1 STONE SIZE - USE 2" CRUSHED SCREENED ROCK _�� ; - j_ . " 4J:, ;� r�` t o� �s 8' MIN TREATMENT SPECS) 2 LENGTH - AS REQUIRED, BUT NOT LESS THAN 50 FEET 3 THICKNESS - NOT LESS THAN SIX (6) INCHES 9v .,, ti BURY BASE OF WALLS AS REQUIRED NOTES: ANCHORING DETAIL 4 WIDTH - TEN (10) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS 5 FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE PERSPECTIVE VIEW GRAVEL FILL •, 1) MODULAR CONCRETE BLOCK RETAINING WALL SYSTEM SHALL 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES WITH 5 1 rdJaTRUCnau NOTES FOR FABRICATED SILT FENCE ov: � , ti ^/ �� ZSOO PSI FOOTING CONSTRUCTION SPECIFICATIONS SHALL BE PIPED ACROSS THE ENTRANCE IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM 1. WOVEN WIRE FENCE i0 BE FASTENED SECURELY TO POSTS STEEL EITHER T OR U TYPE OR �'�j ^ -CONCRETE BE DESIGN BUILD MANUFACTURED BY AMASTONE, KEYSTONE SLOPES WILL BE PERMITTED FENCE POSTS WITH WIRE TIES OR STAPLES 2' HARDWOOD •a% OR APPROVED EQUAL DESIGN MUST BE STAMPED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO 7 MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING 1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A ROW OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY THIS MAY REQUIRE PERIODIC TOP DRESSING 2 FILTER CLOTH TO BE FASTENED SECURELY TO FENCE WOVEN MIRE. 14 1/2 GA 6' WOVEN MARE FENCE WITH TIES SPACED EVERY 24' MAX MESH OPENING. , r �'`` ' 2) ALTERNATIVE iH 1V ENGINEERED SLOPE SYSTEM TO BE CESIGNED WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND /OR CLEAN OUT OF ANY MEASURES 2 EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF (4) INCHES, AND PLACED USED TO TRAP SEDIMENT ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC SO THE BINDINGS ARE HORIZONTAL AT TOP AND MID SECTION 3 WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH FILTER CLOTH- FILTER X. MIRAFI 100X, 4. . 6• ,} AND STAMPED BY A PROFESSIONAL 50115 ENGINEER LIC =NSED 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR RE -BARS RIGHT -OF -WAY MUST BE REMOVED IMMEDIATELY, OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES STABILNKA Ti4ON OR APPROVED EQUAL, tot IN THE STATE OF COLORADO. Q DRIVEN THROUGH THE BALE THE FIRST STAKE IN EACH BALE SHALL BE DRIVEN 8 WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC TOWARD THE PREVOUSLY LAID BALE AT AN ANGLE TO FORCE THE BALES TOGETHER. RIGHTS -OF -WAY WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STAKES SHALL DRIVEN FLUSH WITH THE BALE STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. AND FOLDED 4 MAINTENANCE SHALL BE PERFORMED AS NEEDED AND PREFABRICATED UNIT GEOFAB. MATERIAL REMOVED WHEN 'BULGES" DEVELOP IN ENVIROFENCEL OR APPROVED 2 4 INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MADE LL AS NEEDED BY THE CONTRACTOR PROMPTLY PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. THE SILT FENCE EQUAL SLOPE RETAIN /NG SYSTELI 5 BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS NOT TO 10, STABILIZED CONSTRUCTION ENTRANCE MUST BE INSTALLED BEFORE BEGINNING CONSTRUCTION, 1 S SILT FENCE MUST BE INSTALLED BEFORE TYPICAL SECTION BLOCK OR IMPEDE STORM FLOW OR DRAINAGE BEGINNING CONSTRVCTION STRA W BALE DIKE STAB /L /ZED CONSTRUCTION ENTRANCE SIL T FENCE DETA /L STEEL BOLLARD 4 "- 8' COBBLES REVEGETATE AREA OF MINIMUM SEE PLAN FOR GRADING TRENCH BACKFLL REFER TO GRADING PLAN 12" DEPTH DISTURBANCE FOR CHANNEL SLOPE SLOPES 2 1 - 4 1 WITH NATURAL SEED MIX MIRAFl 140N FILTER FABRIC T I�' x• °� ;' '�a' 3 0' OR PER PLAN OR EQUAL 5” HBP J CLASS B ,1 �r�`h!i . 4L T ~.'•i MOAOBASE y`•_ks'" Ar q +�•, ,Qcs I 1J DWI REDOING I I -I I , I I —III ZONE 6 "- 1 0 —_ ASPHALT OR FINISHED GRADE ASPHALT OR FINISHED GRADE / FLOWLINE \ PER PLAN \ COMPACTED SUBGR DE GOTEXTILE FABRIC PER GEOTECHNICAL STUDY 3•• HBP SEE PLAN FOR GRADING —� oNasnlneEO .. t, N �. SOL ! OJT} {y�'4. SLOPE 10 1 SLOPE 10 1 _ r- \ \\ dl '. {'"•• ia.f:` '.� "�d', �i.cVl�Ci('c ,. '• .� 4 , ,,' •�• Aa • p /R �\. C.D. I I —III —I I �— III —III_ 4• ,•„ `� .. ,y , r AL1C DESIGNED; MT APE MAKRADE —_ —_ —_ —_ —_ COMPACTED 6• YN III - III -i i I -I I i -I 6X,6 W1.4 X W14 SUBGRADE GG OTECHNICALRISTUDY _ — I — WELDED WIRE FABRIC PLACED 2" FROM BOTTOM OF PAN DRAWN: NIT OR FIBER REINFORCED CONCRETE EQUIVALENT REVIEWED: EW CUL INERT BEDDING DE TA COBBLE DRAINAGE SWALE CONCRETE PAN ASPHAL T PA VEMENT PLC JOB #: 698 DWG #: 698 — DETAIL DATE: 4/2/03 SHEET 4 ®f 5 �Lr) U� (.0 CIO - IGo U Z (.3 �U _ I O J_ (.n ^ Q N (. OT > Z Z X J LLJ 0 LLJ 0 V) Z J c�� � \•e �.x \: O Z 0 U w 0 J Z CCoo N J U TD o ALL MANHOLE O � J PLASTIC COATED �- BE PLACED 24" / / APPPIOWATE Di1CY UK AT It MA INDUSTRIES LOCATION TAPE TO APPROVED BEODNfi r' / DISTRICT A _ OR EQUAL l TRENCH BACK FiLL ABOVE 70P OF PIPE , r " r • i , tl . ' �/ ALL IlEOOINC MATERIAL MUST BE s'G'cT p ,•1z r ` ! ' • "' , v B" COMPACTED TO DISTRICT 5�� : w : •` °7 ' : +T aG w %'y / ° ` r ` STANDARDS SEE 61s ! Cr` t� a ,,,,.,r+• S• +, > ,,�� '' • a t BEDDING �i4y t' Ft ..! *•"" a.. • -Atk4- t. - 90' / Ji' _ . +. •e' •! +, + r RAN, MATERIAL z* w y _fiE i3 _ >, 8010 BREAKER 4 Y0.^ • • COPPER ":A� . ' �` r� , •• "r , PBOOYE7THYIFHE 4 Y0. _ . 1 HIE CC (Typ¢ SEE M-ID FOR 92N0 . ) FLOYI °• A SERVICE ��?�'h- N- M1 * BEDDING .,r• � rQ'rV PLASTIC (TV) K LINE :0.13' s'. A+ �E tiUNdS11XtBED VERTICAL THRUST BLOCK - SECTION DISTRICT APPROVED EARTH COMPLETE AB90 °DTUF�1 , r IXIPACTEDa DEICING �� UNdS1UI1BED ! ; ,, PAR" LLEL BENDS - PLAN + • 4 Q L w N 5OL ;WW L SEE 1Y-30 FOR SONG 3/8' PLYWOOD FIRMS APPROVED BEDDIN PLAN 3/4' AL THREAD ANCHOR BqT PIPE SUB KattADE 6' 6' • THESE EO EEC O SIM FRAME 1OADINCG RAC DR EQUAL FOLLOWED E FITTING IN r , Z o 2! -0• PIPE CJWP RRIJLY ATTACHED TO PIPE Pau Fl �� � SERVICE STUB -OUT BEDDING- " w v n� INSrAw►na+ SIDE VIE 1 =QED NANO LL tDVEn -SET To FOIL CURBSTOPS UP TOP PAINT TROP 1 E POST BLUE r �Np�sTURBED +' , 4;'• +, ^t MUELLER M, 0314 M1H Il LID NTH I" SHAFT OR PROPERTY tilt �' " so0. Y4DONALD fiS601 MTM 5801L UD OR Mae OF EASEMENT FOR CUTLBSTOPS LARGER THAN i• POLY (itP1 4 •' + r� / Z �./ MINIMUM •e .. MUELLER H10314 WITH 80082 LID TRTH 1• SHAFT AND �� _ w 1 L; , MAX TOP VIEW TYLER 6800 SERIES BASE / 1Md09 DR 4 PLYWOOD FDA/8' BEND - PLAN SON ` AREA HEAD END - PLAN J SIR 3 1`-0• PRE CAST ECCENIRI6 CdE McDONALO �VD03 WITM S601L UD MINIMIIN 3/B' 110 • INSTALL 1. DIAMETER RAY Zr I r 0' " •• tiA NECK(OR EQUAL) ON INNER AND OUTER RHOS PROVIDE 1 b• 5 ��+ BE PLACED 24• MINIMUM BEARINO SURFACE LOCATION TAPE TO AREA - 8Q FT DIAMETER RAY MEd( ''� ABOVE TOP OF �I ON y PIPE OR ANY + Q N y MANHOLES LARGER THAN 4✓1•. LOCATION 7n ISO MAX PROTRUSION ABOVE PIPE Q ANT' PROTRUSION COPPER TIE TO MANHOLE TM 3/4• LOCATION TAPE TO LOCATION TAPE 10 WIRE ��A ) 4 YL / /'� � � ® O MEOALUQ \J/ • PRE CAST REINFORCED CONCRETE , ALL THREAD AND EXP. ANCHOR. 8E PLACED B/• tE PLACED 240 7'- '�� S I ! i MANHOLE BARREL. PER ASTY -C4% A ABOVE PIPE Olt ANY N YAMS 3` 5 ' '1 v DD S' MIN. 16N WITH STEPS \ MTM EPDXY GROUT " PR07RUSla1 PIPE OR ANY }� '00 PROTRUSION Y TO FINISHED GRADE r To FlNSHIED GRADE • ALL MANHOLE STEPS • ws • . FOR CURB STOPS FOR SEANCE IJNES s ' N BEARNfi PINE 5• .: /� N.� PLASTIC COATED 4 R DU 1HANEOUl115D�E ®UPFBCFHER AREA •:- .� • ' \` W LOCATION RACED TAPE• TO NA INDUSTRIES • t • ! TAPE CONTINUES TO PIPE CLAMP SERVICE ABOVE OR EQUAL CURS S10P ` -`gS1RDT ANNtOVED• + ^ 9ERNCE LINE „ • � A ABOVE PIPE OR ANT TOP OF BENCH PPE PE+ETRATION CA9KET COMPACTED SECOND / � MATM'u"B® PRC1'RUS101 PLACED N CORE TD ACCEPT ,a•S'Nr UNOISTIRIBm PLriDND FIRMS W O V HAND SHAPE AS M44 KOR -N -SEAL. A-LOK, v 10 OAUGEINSULATED EARTH Q J Ot ,FAY AND OR EQUAL d PLACE 3M LOCATING DISK 4' TO MINIMUM 3/6 TYPICAL CROSS SECTION COPPER TRACE MRE\ RA � � TEE -PLAN MINIMUM BEARING SURFACE (SF) Q s r PIPE TO PROVIDE . A • n \ STOP 16 4" 14M4 DRAINAGE b o • 4 MINIMUM BEARING SURFACE (SF) FOR 201 TO 250 PSI T P Vi W � W R X W GATE VALVE 1 4 , % 14 r , .•, _, .� , FOR 200 PSI AND LESS SIZE PO+E OVTM NO lE9! 1MM1 MINIMUM! FLOW I TEE OR DEAD DO OF PIPE • `� f.. • « , `.� �'': .. •r , =• `AA� o r «. i. :� i MN Y OF COMPACTI>A 22 -iN 480 TAP AT SPRING LINE OF WATER YAti - w` �-*�� • ` a , t; 1 N "� UNq� SOIL 10 GAUGE SULAIED COPPER 4' fA 15 2.8 o PRE -CAST MANHOLE BASE AND FIRST BAMEL ACTION CASE 6.4 6• 3/41 SCREENED ROOK PIPE BELL 15 a0 0t > • "'' RUN CONTINUOUSLY • • - 6.4 e 1.3 15 MN. 12• COMPACTED 3/4 • • ' • .: , - x . MONOLITHIC AM-C478 •* , '• a2 4 ELEVATION 1.9 3.8 M TO METER FROM }i1 \ / ' \ \ STRUCTURE FROM SL26 17.1 12• 17 rY• - SCREENED - A += ROCK » t 1 13.7 160 4.7 / \ MAN LINE TRACING \ \ ELEVATION \ WIRE 1At no 3,6 20• 7.2 14 3 2A0 51.8 35 6 46,8 l CURB STOP AND RISER ARE TO BE INSTALLED, RUMS AND LEVEL AND VALVE SHAFT EXTENSION SMALL BE INCLUDED AND CENTERED STUB OUT THICKNESS FORM MATERIAL SMALL HE 3111* PLYWOOD 4. BEARING AREA BASED ON SOL SEARING #6 k PIA- F O SCALE. NINE DATE, 3-1-00 rxc. NONE DATE 3 -1 -00 SCALE- NONE GATT, 3 -1-00 SCALE. NONE nee, 3 -1-00 SCALD NONE DATE 3-1-00 GENERAL NOTES GENERAL MOWS 4. WALK SHAFT SHALL O EXTENDED B X MAINE I8. IS :'MASH `�' WALK BOX NMl7H EVER M MCFER SIZE 9ENDS TEE OR DEAD DO OF PIPE 11 -1/ 22 -iN 480 000 4' fA 15 2.8 4 6.4 6• 1.3 15 a0 90 6.4 e 1.3 15 Al a2 4 100 1.9 3.8 4.7 SL26 17.1 12• 17 A4 t 1 13.7 160 4.7 013 1At no 3,6 20• 7.2 14 3 2A0 51.8 35 6 SIZE BEVDS TEE OR O PIE 11 -1/ 22 -1 460 000 4• 1.6 3.1 4 4 a0 6' 1.6 3.1 6.2 11.4 8.0 6• 1.5 Al a2 it 4 6.0 f0! 14 4.7 SL26 17.1 12.0 12' 3.4 6,7 13.1 262 17.1 WATER SERVICE aB 11.6 217 410 28.7 20 90 179 Sao 64.6 46,8 �� V) w W _I MERAL NOTES, 0 1 TEES SHALL BE CONSIDERED ON AN Q / INDIVIDUAL BASIS, ALL USES OF THIS N APPLICATION SHALL REQUIRE PRIOR DISTRICT I..Ll. APPROVAL t_,_ SURFACE INSTALLED H THE WATERLINE TRENCH, NO RICK ALLOWED GREATER THAR i• 14ot AaavED Q 05 -02 -03 BOXES A OUTSIDE THE MAINLINE WALK BOXES AND NEXT TO ALL FIRE HYDRANTS. �M rL02aE CAD -WELDS SMALL BE MELDED AT ALL ACE TO TRAVELED WAY) IF THE DISTANCE TO THE TOP OF THE OPERA WATERLINE JOIN73 AND FITTINGS AND PRO- NUT TO THE TOP OF THE VALVE COVER IS TECTED MTM COAL TAR THE CONTRACTOR OLIARD VALVE MLL GREATER THAN 9; AN EXTENSION STEP MLL BE � Pi NQTE! PIPE LARGER I" 18• TO BE SMALL TEST CONDUCTIVITY OF THE PIPE AND BEEELo F TT1D ON THE T o BE SECURED �T THE �K SDR -3S PVC PIPE FORMS SWILL BE 3/8' BY END RETAINING WALLS EXTENSION � SEE SPECIFICATIONS FOR �� LIME SDR -35 PVC PIPE SPECIFICALLY DESIpED BY E1IGDEER. TRACER OPERATX40 NUT. COMPACTION REQUIREMENTS TRENCH BACK FILL FORE VAL04 COUPLING «� T USE MEWALUG .ImNT RESTRAINT DEVICES Olt TMWrK ! \ \\ LOCATION TAPE TO �1 VARIES ORE VALDN SIMILAR UPON PRIOR DISTRICT APPROVAL - _ POLY WRAPPED PIPE TO SERVE AS BOND BE PLACED 24" FLANf>E , •� 9DR -3S OR Y0.0MNE 35 ABOVE PPE OR it ABOVE GROUND 2 -t/Y i d ANY PROIILUSION LIF BREAKER MALT TO INTERFERE WITH RESTRAINER SURFACE CONNECTION DEEP TYPE JOINTS) ALL SURFACES (IF THE RESTRAINED JOINTS SNMl REMAIN ACCESSIBLE AT ALL WIRE SHAM E>aT� WALK BOX LO V,k� *�!•„ \ SIDE VIEW anPPEa / Togics An THRUST 9 rru CONSTRUCTION rRm INTERFERENCE DUE TO 6' BELOW Im ROOM ALLOWED � gEATpt THAN 6• `(, . k. • 1. BtODDNC ZONE t'QYETH IM o�iAL� 72) V \ PPE sus �AeuzATION ` sE BELOW FOR CROSSING LINES IN 10' BUFFER RASnc<TYPD Sm MATER MANS TO BE MAIERIAL F REQUIRED r» IF WATERLINE 16 III INCHES OR LESS ABOVE A' 6TtNO 10 CADGE INSULATED n\ S J BURIED AT Y -ej VALVE BOX COPPER IRE TO SURFACE 'r, i ` 4 �- ; e SEWER OR IF WATER LINE IS ANY DISTANCE B10M MINIMUM COVER ANO GATE 7 9' tJNIWY COVER, AT ALL FINE HYDRANTS r r ,r l�,�H LOCATION TAPE 10 1E THE SEVER LANE, INSTALL 0000 r'VO PRESSUIE 1 SEE SPECIFICATIONS S 9PECIFICATION3 MO CONNECT TO MAN YRAP f0 0At10E N9UJIlEO tit PLACED 24• ABOVE f0 GAUGE NStLATED VALVE COPPER RISE OVER VALVE BOXES r r - v PIPE OR YELAYNE PIPE PRESS PIPE MUSE UNE TRACER UtE y L N w ,. ,• THE 1SP OF PIPE OR EXTEND UNTIL THE LINES ACHIEVE THE REQUOED PROVIDE 10.ACt GN YRRE 1M HIGHEST PRNTRUSIW TRACER WIRC- TRENCH ZONES LINE ARE OFFSET BY 10! HORIZONTALLY FROM THE WATER MAN r,L. •� ! • °wr „ SEPARATION AS MEASURED FROM EXTERIOR TALL YECALUD 10 EXTERIOR HALL! OR THE JOINTS OF THE 9'WER ' j CENTER OF THE wAim LINE 71BNE Na 4 EPDXY COAlI7 REDAR t ! ' • V. ' »• ! ,/ < ENDS DENT SIB AS SHOWN 4 r A. THRUSTS w' COMPACT BVCt FILL TO 9611 STANDARD CONCRETE ANCHOR BLOCK • e ° ° ° ^ -,t ` +� •'� . `' SEE TABLE FOR VNLUFE BLOCK r �-'-� PROCTOR V SURFACE TO SUPPORT "a •t 17.' ��'•_ yeti �� 't ;� +`, „`•I.° °��°,p ° ° e. °a% ''{ r "` •it 'y s: ,: ry'A'} VALVE BfAt TOP VIEW FOR PARALLEL LINES * • �' `: A: ,'r,'? F WATER MAN IS 18 INDIES OR LESS ABOVE 4 '� "� " ° ° ° • '�: w ' `TRE4Q1 BOOK FILL SEWER YAM OR If' WATER MAN At0 SENOR LAIN ° s ° ° CONCRETE HYDRANT DRAM \ ' - VALVE BOX BOTTOM -` INSTALLED SSEVIER MAIN M 70 BE CONSTRUCTID CONCRETE THRUST CATI ONS�i' i ° ho �A BASE OR THRUST \ :4 Lr » ra ti ; \� h *! r'.: gtt"K"a +q ` a BLOCK M• :'" 3 '�,b: 'Y•" "''r • ` r�1 =_ TRANSITION PREBSUHE PIPE. PRESSURE PPE LUST EXTEND 1'IdNSIDON Q UNTIL THE WATER AND $EVER PIPE ARE OF COW PVC PRESSURE PPE OR YELOMINE Q GUARD VALVES FOR FIRE HYDRANTS N�� -6N -+ HYDRANT DRAIN PITT � wor • -~`. i' DATE VALVE OMOACI � �{ � ``�� :•!r� •� K" �b» , � M OR SEPARATED ORIZONTALLY AND Olt MORE IMAM ID 000 H OAR 4 A A ! 4 / s•, t ! . .... EQUIVALUff EQUIVALENT Q SHALL BE RESTRAINED WITH MINIMUM -- SQUARE 27 CU C FT OF i - MATERIAL u,. ` Y,. •„ . VERTICALLY. MEGALUDS TO THE WATER MAIN. FIRE t -1 2"OR 3 4 "WASHED ROCK .�• „° "' ^ s �."'aV ~ R• •• HYDRANTS SHALL BE RESTRAINED ! / COPPERVEi TO OED `w : / ya' e x a °'' BEOONO 1eTH MEOALUGS TO THE GUARD F1XLgF wAi1R MAIN \� ; r� �'w T ZONE 9ENER LXVE MIER LINE 0-900 OR YELOOE SEVER UN VALVE. MEGAUIG RESTRAINTS ARE ,.. 5•; i t •.�. < ,tY .M aph CONJUNCTION WITH THRUST sDR-35 s9R-3a HYDRANT CLEARANCE DIAGRAM SOL THERE ARE NO ABOVE H,YtOIND OBSTRUCTIONS ALLOWED IN THESE AREAS / °`• '- " f w t0' 0 GREATER LESS THAN SPECIFIED LESS THAN SPECIFIED IO' 13R GREATER f. SECTION 8• MIN PPE SU I GRADE WATER LINE OF T FRONT 10 FEET OF CLEARANCE PIPE BEDDING ZONE 10 4' SDES ---7 FEET OF CLEARANCEEAGLC RIVER WATER AND EAGLE RIVER WATER AND �EMLE RIVER WATER AND EAGLE RIVER WATER MID EAGLE RIVER WATER AND fMlRAT]nN DISTRICT SANITATION DISTRICT 1. VALVE BOX 15 TO BE BiSTALLM MINES AND LEVEL AND CENTERED ON r NUT SANITATION DISTRICT SANITATION DISTRICT SANITATION DISTRICT REAR --4 FEET OF CLEARANCE 7• ABOYE-_2o nmr or CLEARANCE FIRE HYDRANT GATE VALVE AND WATER PIPE BEDDING ENCASEMENT DETAIL VERTICAL THRUST BLOCK ASSEMBLY BOX ASSEMBLY SCALE- SCALE, NONE DAtt• 3 -1 -00 SCALE. NONE a 3-1 -00 acvlslOm 12- 31-02 4 NONE DATE 3-1-00 SEWS 12 -31 -01 REwslv+s•1 !24/00 DATE 10 -17 -00 SCALE- NINE DATE - - REWISlDNS12-31 -01 W-11 W-16 REVIStoNS12 /31/00 _ APPRDvES CDNST -REV 2002 W -7 W -8 s CDNST -REV 2002 APPROVED• CDNST -REV 2002 .PPRD,res CDNST -REV 2002 APPROVED CDNST -REV 20D2 W Water Specifications 73 Water Specifications 74 G\RINQVRSV;N*NC6Vv0HNM3 Water Specifications 77 Water Specifications 84 Water Specifications 85 DESIGNED: MT DRAWN: M T REVIEWED: EW PLC JOB #: 698 DWG #: 698 - DETAIL DATE: 4/2/03 SHEET 5 of 5 GENERAL NOTES v EAGLE RIVER VATER AND SANITATION DISTRICT 1. ANCHOR MANHOLES ARE REQUIRED WHERE POE SLOPE EXCEEDS 20S EAGLE RIVER WATER AND SMnTATtDN DroTFOCT PRIDED ROCKS DAD r� RITE WITH TACK FILL COMPACTION REOUIRENE4TS VOLU)CAS GREATER THAN IS' TO BE REMOVED rm &-= rF01 AND DISPOSED OF C SITE. I- 1. CM STOP TO BE LOCATED AT THE PROPERTY LINE CR AT THE EDGE OF EASEMENT- NRRQEVER IS CLOSER TO THE MAN EAGLE RIVER WATER AND SANITATION DISTRICT GENERAL NOTES 1. MEGALLIO RESTRAINTS SMALL BE USED N CQNA NCTION WITH lHR1ST8LOCKS EAGLE RIVER WATER AND � SANITATION DISTRICT BENDS 11 -1/ 22-1 *0 000 2. MECALUG RESTRAINT DEVISES SHALL BE REQUIRED ON ALL TEE APPLICATIONS EAGLE RIVER WATER AND SANITATION MSIRmr t• O 0.4 1. ALL CONCRETE WOW SHALL COMPLY WITH LATEST AC -31e SPELTFTCATIONS. 1 MANHOLE TROUGH SHALL HAVE A MRi1UY OF r �P FROM 6• EXtTNO THE MANHOLE ONLY OA t.0 1 Oi WATER UNE OOAP STOP To K TAPPED AT SPRING tINE SE MATER E D 02 1 MINIMUM AREA REQUIRED WILL BE THAT OF AN 6 -NCH MAIN 3. ALL THRMT BLACKS SHALL BE FGRMEIX THE MINIMUM 1.8 M/A 3, THRUST BLOCI(S MALL NOT BE ACCEPTED AS RESTRAINT. 0.2 w Z Z STANDARD MANHOLE ANCHOR MANHOLE WATER SERVICE CONCRETE THRUST BLOCKS TEE DETAIL se E TRANCE THROUGH ENT STANDING, WCN �. TO BE SHAPED AS TO NOT ALLOW l CURB STOP AND RISER ARE TO BE INSTALLED, RUMS AND LEVEL AND VALVE SHAFT EXTENSION SMALL BE INCLUDED AND CENTERED STUB OUT THICKNESS FORM MATERIAL SMALL HE 3111* PLYWOOD 4. BEARING AREA BASED ON SOL SEARING O SCALE. NINE DATE, 3-1-00 rxc. NONE DATE 3 -1 -00 SCALE- NONE GATT, 3 -1-00 SCALE. NONE nee, 3 -1-00 SCALD NONE DATE 3-1-00 4. WALK SHAFT SHALL O EXTENDED B X MAINE I8. IS :'MASH `�' WALK BOX NMl7H EVER M MCFER PRESSURE � 2000 a /Fr REvIsool!2 -31 -01 S -1 SIDES 12 -31-01 S -6 sl0NS,12 -31 -02 W_2 Rnnsnaa• 12 -31 -02 W_3 REVtsroNS 12 -31 -02 W_5 APPROVED CDNST. -REV 2002 o CDNST. -REV 2002 D, ST-REV 2002 AITROVES CDNST -REV 2002 APPRINEa CON REV 2002 o Sewer Specifications 49 Sewer Specifications 54 Water Specifications 68 Water Specifications 69 Water Specifications 71 MNIMUM CUBIC YARDS OF CONCRETE SURFACE INSTALLED H THE WATERLINE TRENCH, NO RICK ALLOWED GREATER THAR i• 14ot AaavED Q 05 -02 -03 BOXES A OUTSIDE THE MAINLINE WALK BOXES AND NEXT TO ALL FIRE HYDRANTS. �M rL02aE CAD -WELDS SMALL BE MELDED AT ALL ACE TO TRAVELED WAY) IF THE DISTANCE TO THE TOP OF THE OPERA WATERLINE JOIN73 AND FITTINGS AND PRO- NUT TO THE TOP OF THE VALVE COVER IS TECTED MTM COAL TAR THE CONTRACTOR OLIARD VALVE MLL GREATER THAN 9; AN EXTENSION STEP MLL BE � Pi NQTE! PIPE LARGER I" 18• TO BE SMALL TEST CONDUCTIVITY OF THE PIPE AND BEEELo F TT1D ON THE T o BE SECURED �T THE �K SDR -3S PVC PIPE FORMS SWILL BE 3/8' BY END RETAINING WALLS EXTENSION � SEE SPECIFICATIONS FOR �� LIME SDR -35 PVC PIPE SPECIFICALLY DESIpED BY E1IGDEER. TRACER OPERATX40 NUT. COMPACTION REQUIREMENTS TRENCH BACK FILL FORE VAL04 COUPLING «� T USE MEWALUG .ImNT RESTRAINT DEVICES Olt TMWrK ! \ \\ LOCATION TAPE TO �1 VARIES ORE VALDN SIMILAR UPON PRIOR DISTRICT APPROVAL - _ POLY WRAPPED PIPE TO SERVE AS BOND BE PLACED 24" FLANf>E , •� 9DR -3S OR Y0.0MNE 35 ABOVE PPE OR it ABOVE GROUND 2 -t/Y i d ANY PROIILUSION LIF BREAKER MALT TO INTERFERE WITH RESTRAINER SURFACE CONNECTION DEEP TYPE JOINTS) ALL SURFACES (IF THE RESTRAINED JOINTS SNMl REMAIN ACCESSIBLE AT ALL WIRE SHAM E>aT� WALK BOX LO V,k� *�!•„ \ SIDE VIEW anPPEa / Togics An THRUST 9 rru CONSTRUCTION rRm INTERFERENCE DUE TO 6' BELOW Im ROOM ALLOWED � gEATpt THAN 6• `(, . k. • 1. BtODDNC ZONE t'QYETH IM o�iAL� 72) V \ PPE sus �AeuzATION ` sE BELOW FOR CROSSING LINES IN 10' BUFFER RASnc<TYPD Sm MATER MANS TO BE MAIERIAL F REQUIRED r» IF WATERLINE 16 III INCHES OR LESS ABOVE A' 6TtNO 10 CADGE INSULATED n\ S J BURIED AT Y -ej VALVE BOX COPPER IRE TO SURFACE 'r, i ` 4 �- ; e SEWER OR IF WATER LINE IS ANY DISTANCE B10M MINIMUM COVER ANO GATE 7 9' tJNIWY COVER, AT ALL FINE HYDRANTS r r ,r l�,�H LOCATION TAPE 10 1E THE SEVER LANE, INSTALL 0000 r'VO PRESSUIE 1 SEE SPECIFICATIONS S 9PECIFICATION3 MO CONNECT TO MAN YRAP f0 0At10E N9UJIlEO tit PLACED 24• ABOVE f0 GAUGE NStLATED VALVE COPPER RISE OVER VALVE BOXES r r - v PIPE OR YELAYNE PIPE PRESS PIPE MUSE UNE TRACER UtE y L N w ,. ,• THE 1SP OF PIPE OR EXTEND UNTIL THE LINES ACHIEVE THE REQUOED PROVIDE 10.ACt GN YRRE 1M HIGHEST PRNTRUSIW TRACER WIRC- TRENCH ZONES LINE ARE OFFSET BY 10! HORIZONTALLY FROM THE WATER MAN r,L. •� ! • °wr „ SEPARATION AS MEASURED FROM EXTERIOR TALL YECALUD 10 EXTERIOR HALL! OR THE JOINTS OF THE 9'WER ' j CENTER OF THE wAim LINE 71BNE Na 4 EPDXY COAlI7 REDAR t ! ' • V. ' »• ! ,/ < ENDS DENT SIB AS SHOWN 4 r A. THRUSTS w' COMPACT BVCt FILL TO 9611 STANDARD CONCRETE ANCHOR BLOCK • e ° ° ° ^ -,t ` +� •'� . `' SEE TABLE FOR VNLUFE BLOCK r �-'-� PROCTOR V SURFACE TO SUPPORT "a •t 17.' ��'•_ yeti �� 't ;� +`, „`•I.° °��°,p ° ° e. °a% ''{ r "` •it 'y s: ,: ry'A'} VALVE BfAt TOP VIEW FOR PARALLEL LINES * • �' `: A: ,'r,'? F WATER MAN IS 18 INDIES OR LESS ABOVE 4 '� "� " ° ° ° • '�: w ' `TRE4Q1 BOOK FILL SEWER YAM OR If' WATER MAN At0 SENOR LAIN ° s ° ° CONCRETE HYDRANT DRAM \ ' - VALVE BOX BOTTOM -` INSTALLED SSEVIER MAIN M 70 BE CONSTRUCTID CONCRETE THRUST CATI ONS�i' i ° ho �A BASE OR THRUST \ :4 Lr » ra ti ; \� h *! r'.: gtt"K"a +q ` a BLOCK M• :'" 3 '�,b: 'Y•" "''r • ` r�1 =_ TRANSITION PREBSUHE PIPE. PRESSURE PPE LUST EXTEND 1'IdNSIDON Q UNTIL THE WATER AND $EVER PIPE ARE OF COW PVC PRESSURE PPE OR YELOMINE Q GUARD VALVES FOR FIRE HYDRANTS N�� -6N -+ HYDRANT DRAIN PITT � wor • -~`. i' DATE VALVE OMOACI � �{ � ``�� :•!r� •� K" �b» , � M OR SEPARATED ORIZONTALLY AND Olt MORE IMAM ID 000 H OAR 4 A A ! 4 / s•, t ! . .... EQUIVALUff EQUIVALENT Q SHALL BE RESTRAINED WITH MINIMUM -- SQUARE 27 CU C FT OF i - MATERIAL u,. ` Y,. •„ . VERTICALLY. MEGALUDS TO THE WATER MAIN. FIRE t -1 2"OR 3 4 "WASHED ROCK .�• „° "' ^ s �."'aV ~ R• •• HYDRANTS SHALL BE RESTRAINED ! / COPPERVEi TO OED `w : / ya' e x a °'' BEOONO 1eTH MEOALUGS TO THE GUARD F1XLgF wAi1R MAIN \� ; r� �'w T ZONE 9ENER LXVE MIER LINE 0-900 OR YELOOE SEVER UN VALVE. MEGAUIG RESTRAINTS ARE ,.. 5•; i t •.�. < ,tY .M aph CONJUNCTION WITH THRUST sDR-35 s9R-3a HYDRANT CLEARANCE DIAGRAM SOL THERE ARE NO ABOVE H,YtOIND OBSTRUCTIONS ALLOWED IN THESE AREAS / °`• '- " f w t0' 0 GREATER LESS THAN SPECIFIED LESS THAN SPECIFIED IO' 13R GREATER f. SECTION 8• MIN PPE SU I GRADE WATER LINE OF T FRONT 10 FEET OF CLEARANCE PIPE BEDDING ZONE 10 4' SDES ---7 FEET OF CLEARANCEEAGLC RIVER WATER AND EAGLE RIVER WATER AND �EMLE RIVER WATER AND EAGLE RIVER WATER MID EAGLE RIVER WATER AND fMlRAT]nN DISTRICT SANITATION DISTRICT 1. VALVE BOX 15 TO BE BiSTALLM MINES AND LEVEL AND CENTERED ON r NUT SANITATION DISTRICT SANITATION DISTRICT SANITATION DISTRICT REAR --4 FEET OF CLEARANCE 7• ABOYE-_2o nmr or CLEARANCE FIRE HYDRANT GATE VALVE AND WATER PIPE BEDDING ENCASEMENT DETAIL VERTICAL THRUST BLOCK ASSEMBLY BOX ASSEMBLY SCALE- SCALE, NONE DAtt• 3 -1 -00 SCALE. NONE a 3-1 -00 acvlslOm 12- 31-02 4 NONE DATE 3-1-00 SEWS 12 -31 -01 REwslv+s•1 !24/00 DATE 10 -17 -00 SCALE- NINE DATE - - REWISlDNS12-31 -01 W-11 W-16 REVIStoNS12 /31/00 _ APPRDvES CDNST -REV 2002 W -7 W -8 s CDNST -REV 2002 APPROVED• CDNST -REV 2002 .PPRD,res CDNST -REV 2002 APPROVED CDNST -REV 20D2 W Water Specifications 73 Water Specifications 74 G\RINQVRSV;N*NC6Vv0HNM3 Water Specifications 77 Water Specifications 84 Water Specifications 85 DESIGNED: MT DRAWN: M T REVIEWED: EW PLC JOB #: 698 DWG #: 698 - DETAIL DATE: 4/2/03 SHEET 5 of 5 MOTE: VALVES SHALL NOT BE INSTALLED N BAR DITCHES FLAG ON HYDRANT TO PROPOSED LOCATIONS SHALL BE APPROVED BY THE DISTRICT LOCATE N UW47M MIEN PRIOR TO INSTALLATION, HYORWANT O COVERED N / /•/ N91tATM IO rMIGIE CWPER TRAMP MIRE fu PRIDED ROCKS DAD r� RITE WITH TACK FILL COMPACTION REOUIRENE4TS VOLU)CAS GREATER THAN IS' TO BE REMOVED rm &-= rF01 AND DISPOSED OF C SITE. I- SIZE OF PPE BENDS 11 -1/ 22-1 *0 000 REVISIONS: t• 0.2 0.4 1.3 6• 0.2 OA t.0 N/A 02 Oh 1.8 M/A d' 0.2 a8 17 N/A 12• a3 1.0 se N A SURFACE INSTALLED H THE WATERLINE TRENCH, NO RICK ALLOWED GREATER THAR i• 14ot AaavED Q 05 -02 -03 BOXES A OUTSIDE THE MAINLINE WALK BOXES AND NEXT TO ALL FIRE HYDRANTS. �M rL02aE CAD -WELDS SMALL BE MELDED AT ALL ACE TO TRAVELED WAY) IF THE DISTANCE TO THE TOP OF THE OPERA WATERLINE JOIN73 AND FITTINGS AND PRO- NUT TO THE TOP OF THE VALVE COVER IS TECTED MTM COAL TAR THE CONTRACTOR OLIARD VALVE MLL GREATER THAN 9; AN EXTENSION STEP MLL BE � Pi NQTE! PIPE LARGER I" 18• TO BE SMALL TEST CONDUCTIVITY OF THE PIPE AND BEEELo F TT1D ON THE T o BE SECURED �T THE �K SDR -3S PVC PIPE FORMS SWILL BE 3/8' BY END RETAINING WALLS EXTENSION � SEE SPECIFICATIONS FOR �� LIME SDR -35 PVC PIPE SPECIFICALLY DESIpED BY E1IGDEER. TRACER OPERATX40 NUT. COMPACTION REQUIREMENTS TRENCH BACK FILL FORE VAL04 COUPLING «� T USE MEWALUG .ImNT RESTRAINT DEVICES Olt TMWrK ! \ \\ LOCATION TAPE TO �1 VARIES ORE VALDN SIMILAR UPON PRIOR DISTRICT APPROVAL - _ POLY WRAPPED PIPE TO SERVE AS BOND BE PLACED 24" FLANf>E , •� 9DR -3S OR Y0.0MNE 35 ABOVE PPE OR it ABOVE GROUND 2 -t/Y i d ANY PROIILUSION LIF BREAKER MALT TO INTERFERE WITH RESTRAINER SURFACE CONNECTION DEEP TYPE JOINTS) ALL SURFACES (IF THE RESTRAINED JOINTS SNMl REMAIN ACCESSIBLE AT ALL WIRE SHAM E>aT� WALK BOX LO V,k� *�!•„ \ SIDE VIEW anPPEa / Togics An THRUST 9 rru CONSTRUCTION rRm INTERFERENCE DUE TO 6' BELOW Im ROOM ALLOWED � gEATpt THAN 6• `(, . k. • 1. BtODDNC ZONE t'QYETH IM o�iAL� 72) V \ PPE sus �AeuzATION ` sE BELOW FOR CROSSING LINES IN 10' BUFFER RASnc<TYPD Sm MATER MANS TO BE MAIERIAL F REQUIRED r» IF WATERLINE 16 III INCHES OR LESS ABOVE A' 6TtNO 10 CADGE INSULATED n\ S J BURIED AT Y -ej VALVE BOX COPPER IRE TO SURFACE 'r, i ` 4 �- ; e SEWER OR IF WATER LINE IS ANY DISTANCE B10M MINIMUM COVER ANO GATE 7 9' tJNIWY COVER, AT ALL FINE HYDRANTS r r ,r l�,�H LOCATION TAPE 10 1E THE SEVER LANE, INSTALL 0000 r'VO PRESSUIE 1 SEE SPECIFICATIONS S 9PECIFICATION3 MO CONNECT TO MAN YRAP f0 0At10E N9UJIlEO tit PLACED 24• ABOVE f0 GAUGE NStLATED VALVE COPPER RISE OVER VALVE BOXES r r - v PIPE OR YELAYNE PIPE PRESS PIPE MUSE UNE TRACER UtE y L N w ,. ,• THE 1SP OF PIPE OR EXTEND UNTIL THE LINES ACHIEVE THE REQUOED PROVIDE 10.ACt GN YRRE 1M HIGHEST PRNTRUSIW TRACER WIRC- TRENCH ZONES LINE ARE OFFSET BY 10! HORIZONTALLY FROM THE WATER MAN r,L. •� ! • °wr „ SEPARATION AS MEASURED FROM EXTERIOR TALL YECALUD 10 EXTERIOR HALL! OR THE JOINTS OF THE 9'WER ' j CENTER OF THE wAim LINE 71BNE Na 4 EPDXY COAlI7 REDAR t ! ' • V. ' »• ! ,/ < ENDS DENT SIB AS SHOWN 4 r A. THRUSTS w' COMPACT BVCt FILL TO 9611 STANDARD CONCRETE ANCHOR BLOCK • e ° ° ° ^ -,t ` +� •'� . `' SEE TABLE FOR VNLUFE BLOCK r �-'-� PROCTOR V SURFACE TO SUPPORT "a •t 17.' ��'•_ yeti �� 't ;� +`, „`•I.° °��°,p ° ° e. °a% ''{ r "` •it 'y s: ,: ry'A'} VALVE BfAt TOP VIEW FOR PARALLEL LINES * • �' `: A: ,'r,'? F WATER MAN IS 18 INDIES OR LESS ABOVE 4 '� "� " ° ° ° • '�: w ' `TRE4Q1 BOOK FILL SEWER YAM OR If' WATER MAN At0 SENOR LAIN ° s ° ° CONCRETE HYDRANT DRAM \ ' - VALVE BOX BOTTOM -` INSTALLED SSEVIER MAIN M 70 BE CONSTRUCTID CONCRETE THRUST CATI ONS�i' i ° ho �A BASE OR THRUST \ :4 Lr » ra ti ; \� h *! r'.: gtt"K"a +q ` a BLOCK M• :'" 3 '�,b: 'Y•" "''r • ` r�1 =_ TRANSITION PREBSUHE PIPE. PRESSURE PPE LUST EXTEND 1'IdNSIDON Q UNTIL THE WATER AND $EVER PIPE ARE OF COW PVC PRESSURE PPE OR YELOMINE Q GUARD VALVES FOR FIRE HYDRANTS N�� -6N -+ HYDRANT DRAIN PITT � wor • -~`. i' DATE VALVE OMOACI � �{ � ``�� :•!r� •� K" �b» , � M OR SEPARATED ORIZONTALLY AND Olt MORE IMAM ID 000 H OAR 4 A A ! 4 / s•, t ! . .... EQUIVALUff EQUIVALENT Q SHALL BE RESTRAINED WITH MINIMUM -- SQUARE 27 CU C FT OF i - MATERIAL u,. ` Y,. •„ . VERTICALLY. MEGALUDS TO THE WATER MAIN. FIRE t -1 2"OR 3 4 "WASHED ROCK .�• „° "' ^ s �."'aV ~ R• •• HYDRANTS SHALL BE RESTRAINED ! / COPPERVEi TO OED `w : / ya' e x a °'' BEOONO 1eTH MEOALUGS TO THE GUARD F1XLgF wAi1R MAIN \� ; r� �'w T ZONE 9ENER LXVE MIER LINE 0-900 OR YELOOE SEVER UN VALVE. MEGAUIG RESTRAINTS ARE ,.. 5•; i t •.�. < ,tY .M aph CONJUNCTION WITH THRUST sDR-35 s9R-3a HYDRANT CLEARANCE DIAGRAM SOL THERE ARE NO ABOVE H,YtOIND OBSTRUCTIONS ALLOWED IN THESE AREAS / °`• '- " f w t0' 0 GREATER LESS THAN SPECIFIED LESS THAN SPECIFIED IO' 13R GREATER f. SECTION 8• MIN PPE SU I GRADE WATER LINE OF T FRONT 10 FEET OF CLEARANCE PIPE BEDDING ZONE 10 4' SDES ---7 FEET OF CLEARANCEEAGLC RIVER WATER AND EAGLE RIVER WATER AND �EMLE RIVER WATER AND EAGLE RIVER WATER MID EAGLE RIVER WATER AND fMlRAT]nN DISTRICT SANITATION DISTRICT 1. VALVE BOX 15 TO BE BiSTALLM MINES AND LEVEL AND CENTERED ON r NUT SANITATION DISTRICT SANITATION DISTRICT SANITATION DISTRICT REAR --4 FEET OF CLEARANCE 7• ABOYE-_2o nmr or CLEARANCE FIRE HYDRANT GATE VALVE AND WATER PIPE BEDDING ENCASEMENT DETAIL VERTICAL THRUST BLOCK ASSEMBLY BOX ASSEMBLY SCALE- SCALE, NONE DAtt• 3 -1 -00 SCALE. NONE a 3-1 -00 acvlslOm 12- 31-02 4 NONE DATE 3-1-00 SEWS 12 -31 -01 REwslv+s•1 !24/00 DATE 10 -17 -00 SCALE- NINE DATE - - REWISlDNS12-31 -01 W-11 W-16 REVIStoNS12 /31/00 _ APPRDvES CDNST -REV 2002 W -7 W -8 s CDNST -REV 2002 APPROVED• CDNST -REV 2002 .PPRD,res CDNST -REV 2002 APPROVED CDNST -REV 20D2 W Water Specifications 73 Water Specifications 74 G\RINQVRSV;N*NC6Vv0HNM3 Water Specifications 77 Water Specifications 84 Water Specifications 85 DESIGNED: MT DRAWN: M T REVIEWED: EW PLC JOB #: 698 DWG #: 698 - DETAIL DATE: 4/2/03 SHEET 5 of 5 - _ ✓" �' " /r r"- ""''" J,. -„Y". -"` "'"'rte "`` -"` " '._' �— .....- .--. >.-- ----"_ '--- >- -`r - Ir) / --'mow O ,,• r /"` — -' y , -- r_. ---" _-- —./' _ ___ . _— — — '' —''— „' Z Z x —` WILDING o ENVELOPE (YP.) Z_ - ' I /'J / /"^ -"^' / / / /i / '"" -�' f ~I ..""/' ""'..- ✓"-. -- '` ,r• = ,.' --'"' I_ ,•• ""' tom. '^' —' —_ _ - -. ...+ -' r, " i _n : ; 0 W O - I / / /` ^-- ' /,f-.. �-- �J i-' .--'" �--'- -- .+•^' 1 -- •_• ----- ,5•,._ " ---- . ____ -- _ __..__ --- ..... ----_ ____ -- ;rye; z —> � Io CL CL a 8 ..�-- �` iEf2- 1-924 I _-- ,--'- -INV OIJT 8�� _ �--' _ T -- -GRATE- ELE„V = -8252. AMINE 8244. — T _ -- --- - -- ---- " '� ----- `'"� D _ �-- ! J. -- — G�RF� C--6 00SF, .--- ` "ENVE &---5400 _ _I / ✓ / /'� / ,�-' EU�iE/5/ 0 E -0-82 —� GRFA - 6500SF !YOM�ME,rm 8 - aw ENVELOPE 5400 -5F _ � uJ _ �/'' / ✓/ / / �� / /154:5 @ Z.`" �. — __. ---- --__ so --�— _l ?y4- I1�LE1�i / ,�'' QJ� "1t UT___ 8158 U / ✓ L t / �j � / �, / G = 82 7 r7.0 / �„ " ez , ctif Pte" -+ r " "' r - 1 __ w rLimu J / //� / /// ✓ w .;, s q „ �t =.La t 3 ;. 8253.5 ---- U. / / ^ �/' : , i" , i ^ ; , :,y =4 f a F" r'i W Z J , / i', ,�,.+' _ -(. ;iar,;F .7` , t,,,.,,,"' ` - �„r.�!'",' "" ' .rX- ..= a` "^'*""`r"'= i r- .""'^= ...."�`�.. - Q 1, e • a . / L.i� R�T GG ..� 5- � _ RII \11• b1 l T� _.iY rr .���' « t i� 3, t' , r Vii.. ' U ,s , Yu . pit _ vr; r� r` t , Q t 5 'L frx - 1 /r , o :j 0 f 0 ' 3 u I+� d" '�i r•lfn „ h '"W -+tip' SF 5�[ ti �F r 4 1 - zs a "JI.'• -- "ti "` ant r•..r ! )) / 4 „ter n!!Ar �"` - ,G, ..- -- ,,r- _ /�!'�"'Y`•, ,.i ` ;', r,l, 20�' S�TB I / e Tw Bw �-- _ - = - „ ,. ____ -- --�_ f -•- J M 7. ti - __-- -~ 57.5 04 __- -- / fli�' PROPERTY'- / / f '�•�,'` �' (L W — �' TW /eW °�`y,`r Bw / ` " Bw 8W t' `✓ 8247.74, J E l / --- -- --,'' �-- / �'' /� . / 3 827 68 60 ' ---_ ~- _V - .2X Q I iw�' B / � ,r � ' �` / / w Tw rw �� '�- �-- --- 8:2'` 90 - _ _ P &OSED STRA Q : ,-- B - -- _' _ �' ^lNY'II�t �8?44.2 B 'LES (TYP) >' 1tT =:. 18. ~C P /� % /k — 8247 2 . r -- RETAINING / 'r r ' . : ° `. ' : '� / / , �-� d /" �54 _� / _ -- - - 50 01.8% WALK �' /� ;�'' �, - � �% r0 / � j/ /� � / /� ?� �`� �-- / / �'% ------ - - - - -- -- - - - - -- - INV IN = 8244.5 in -SLOPE 4--Z / / '> - �/ o - / 1- �' , / /�j / - _ - tAM RIP RAP DRAT GE P POSED 4' INV OUT = 8243.6 __�"' Z - / /� 2 / / , / ,•/ .- RIP AP - » -�==- / /� R - 6 CON ETE PAN _ O ew � �- GRFA`= 4 SF / `' -�" _ _ _ - _' �'' i� <= 1QVELO 4W6 SF '�` '�/ -- �- % /,� _ - - - -- _rrSTALL PROPOSED STABILIZED 1 / / / _ - / �-' / 8 !'' / wg/ / / / �� - " \ �- - -- -`_; � ' CONSTRUCTION ENTRANCE. ;' ,; ^, 7 �� -�--�- / �'' ROP�ED-SILT -1-------------- 0 E ( - \ - - - - -- �_ _ I EE DETAIL SHEET _J ..--- SF � �' ,• , ___ _ ---- -- � \ / / / �� �'20 S' ETBA / / �'' / '� F L E 0054 S! \\� 15.0 ' / / _ _ ---- —''/ /! '/j G Ole E. ; 4 J. le Ld / W �� i 8230 -�' ; \ \C ZZ 'le ell __117 le - 15. Cu ---- ------ �r' e s 0 , / , cn Ole / •� : j C3. Of �' ,/ f ; ° /� - - , 4 ' - - -- { DESIGNED: MT DRAWN: MT REVIEWED: JE GRAPHIC SCALE PLC JOB #: 698 do r_1 , - s o o s .o eo —SIT I DWG #: 698 01 LO a �•� f - DATE: 4/3/00 -r/ / 'X i inch, - 120 it. _ �'� -�''� \T SHEET LIA ZNEIMER SUBDIVISION , '� ^ e �,,-.S • I J r `' - f r 1 * - r r r r , r ' i j x F w/ •F LD of 4 rn CL n .r �.... -�" __--- �- �- -- ../ .- -r'--" �-- -' ,r'- _ .,/"�- .•+' --` „�.-,. r---r -,� yam,"_..- '_,_. - ---- -- ..� ,... -- ---- �____ "~- ---'/ f/ ` Do CD I GRAPHIC, - '.- '''/'�.- r �---- j �''� -� -' .- -- - --'" -_ J---' --`- _.. -- --w - --- --- --- -- -- -- __ -_ _ ,� ' 0 10 zo •-' / aro ✓ / / �-� ✓ / r . -" �_ - . -r"-' _..-' =-"'�' _ _ , +"- r -_•_ - _ _ F- - _ _ -- -- ,/ --- Z ci r" 0 Ld Li 0 La - /� / /� -/ �' r'''i // -' -/ ✓ /` RIM -EtEV f .. ----- �._ ---- - ''- ____ _ Z 00 ✓ ! -' ''� / / / ,,/' / ,/�� :! �' ✓ -" --�- DIVE Its''= 8245:4*'' _ter ! `� - -T _ - --"' / > z -- -1i�,1(V1/ERT f 82 � _✓, -- IN TALL----- INSTALL 3,5.0.'_ _- Y o .----- t /' ^� / , / •- ,/// ! '' / ,r/' / ✓- ma'''r. / •✓ , - ..:`f �'`�' 1'.- -c. 8» » ' --�,� �. -- �-�- --- _.�., - - --'" -/. 'I Q Q o °o E"` �ERVICE ® 32.3% � _ - w w CL " .±.r_. -1--- ✓ .'� �/ �/ '` / ''� -,i '� .,✓ / �'�j�/ .--' / ""-- - ---'` �.. - �'r'"".- -•''� 1..,- - ----"` '-- - INSTaTC '--- 2 - _____- -- - -- ----` �' /,%' / ✓ -/ / / �� .-' `� /'� ''PROP- OSE�.- MANI�D�'3'f --ter 54.8- -ASSEM `� ✓ % /-J / / !� /'' ° - F21t�I ALE .f VC 867:8 / - _ / �/ ✓ i' " - / �,- -J ./�, -'' / % �/ r- T 55 T {8261.8 ''✓ --�c64 / �' ,,r -- / / ./i ✓' -.✓ 1.-- / /, / i:l j to INSTALL .0' ,-- _ __ _ / ,�' �,%� ✓ .-tNS L'C1 .0' / -� % / ,-' / /r' �� ✓/ -- . ,* °:. -- -. _ _- "" ` - SEWE�SI=R�/16E � .0% f 1 / / S ;4c ' t / R-SEftVICE ✓ _r--� �,. - - �-- / � ����;�' "� � � x "' _' ` O COVER W EE I KE •rte! f t ( ,i_..1."r,;s� i K„ , �.�:• * „ , , t,.''' .+ 4 i tl� / . kr u. 1 '1 -) t ,yl ij a . M C T iJ r� w O i { f / . r ry u 3 s •gyp,_ ^ a' ol Z E IN , WA z? iMM1 e ^ / `yam' /ups/ F,+ 'r - ' `u„'nl rr l:' i lµ -'c / � O CLJ >t 2 --"" .'%��"'" INST'Att LINE �-- / W J --_ / ✓ / % / �'' ,� / , Z / , ::v' _ „, .'"-: s v E.. / ! JUTE VAL� _ - -7 '' W Z STAL�FI(jF� --- Y / r%!�` /j RANT'" STALK -�00 S MAIN �� _-r' - y --- - __ ___ t' - -- W o O AS LY WH ( 6ROSSES�lVER" /�i i I ,-- y� P_RDPOSED 10 TO 8 ___ ____ -- - _- _ �� (� Q (� U / ✓' E EWER f'n. REDUCER CL. W R MM�{N``OR IS �Nl'1'HIN fOpRrI,Z�9NTAL�FPEI2ATI0 PROPOSED ANHOLE 2 L,L > ._.I '� % i' ✓ _" ` ` / --` ' , / �� Pa�POSED WV 1 - -- - - - -- - - - - -- RIM ELEV. 8251.0 -- / ' `'` / �- / �✓ - '' n 10» `� -- ____ - - - -- INVERT OU = 8245.4 ' Z O m �� �'"- � Q LLJ loe IN V) I SJA L�75 R i �/'� �• ERVic" 31.1 / / Q J CL STIN- G- mm1VHOL I RT I 8232.2 , 30 C,M.P. Q - // RLdU8232.0 V ` \ ELECTRICAL % S ��� » / ,� �- �- / 1. MANHOLE GUARD RAIL L� NST�cCL S.Orl4 i r// / i I- / / O - EXISTING --� O SI C 3. 7 - ' UTILITIES '� I�- - / � / ,/ � � -�" ELECTRICAL TRANSFORMER �. ��� `� O I� / /� '/ / _ -- `'✓/ �� / / SANITARY SEWER MANHOLE ` ,, ✓ I � � � / J/ �.. ---' n Lea j� / /i�/� ' O ',: _ � RIM ELEV. = 8228.4' ,/�/ : �,. CTV PEDESTAL PROIJ1TY -�' '� ; O , .,% INVERT ELEV. = 8220.4 SEOWz SCALE I"- f 1 VM. SCAM 1. -2, - / (w '�/ / /'/�•' XISxfNG 4 "EWMER ✓ `"` �/ / // I , %' /' - / , F Ld 1 '� -" � 82 � �� 8260 EXISTING M ` �. / STA. 1 +00 / , ✓ / f ---- / � , RIM ELEV. INS L 1" WA INV IN - h - {` \ �I ' / ✓� / /� / O y� /'„ / / / SER ONIVECT INV. W7 IN T - VVA --� , TO EXISTI� MAIN. / NRV(CONNECT. � � % '� - 824 ,/_ , /� � �. DATUM ELEV .:Z�/ e - 8230.00 'XI Vs m F , / WA�ER�IN Al / �. cu / n ci +� -oe000� ; EXISTING SEWER MAIN OD PROPOSED MA 4H PROPOSED EXISTING S w EXISTING GRADE GRADE INRik I OU GRADE MANHOLE I M w, 'A STA. 1 +5a1 .-r RI / RIM - 8264.2 00 IN it 8243.5 INV IN - 8245.4W 8232 Q�� INV OUT ■ 8244.4 152.7' - 8` SEW. MAIN O 0.571 I� m o cd (U tU 00 co OD 03 00 REVISIONS: XE 2 02.79 8251.0 T - 8245.4 i 1 +00 2 +00 3 +00 / / ,✓ / 2 EXISTING SIDE BY SIDE SEWER SERVICES WITH SEWER MAIN 2 - ' STUBOUT 55.84' ® 12.547 ' HORIZ SCALE 1` -20' ' ; ' 4" PVC - SDR 35 vERT. SCALE 1` -20' ~ I /' / / / / ___,- v 8280 * MANHOLE i ,,' , STA. 1 +50.1 \ ' WATER VALVE RIM - 8284.2 °o f ,' INV IN - 8245.4W N { r / / (TYPICAL) SANITARY SEWER MANHOLE INV IN - 8244,8E / INV OUT - 8244.4 cxi N" RIM ELEV. ' _ - 8211.5 { /' INVERT ELEV. = 8203.8' 826 I " I ��� / �' l FIRE HYDRANT TYPICAL BASIS OF ELEVATIONS) i ' M wv C3. / ,' i ' tiY0 _S ---� SANITARY SEWER MANHOLE DATUM ELEV °' ' RIM ELEV. = 8209.1' 8240, INVERT ELEV. = 8204.3' LIA ZNEIMER . SUBDIVISION co 3 54.8t 87.8 - 8281.8 WATER AND SEWER NOTES 1. ALL SANITARY SEWER AND WATER LINE CONSTRUCTION SHALL CONFORM TO EAGLE RIVER WATER AND SANITATION DISTRICT'S (ERWSD) STANDARDS AND SPECIFICATIONS. 2. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE DISTRICT OR ITS REPRESENTATIVES. THE DISTRICT RESERVES THE RIGHT TO ACCEPT OR REJECT ANY MATERIALS AND WORKMANSHIP THAT DO NOT CONFORM TO DISTRICT STANDARDS OR SPECIFICATIONS. 3. COMPACTION OF ALL TRENCHES MUST BE ATTAINED AND COMPACTION TEST RESULTS SUBMITTED TO THE OWNER. PRIOR TO ACCEPTANCE. SEE SOILS REPORT FOR COMPACTION REQUIREMENTS. 4. THE CONTRACTOR SHALL AT ALL TIMES KEEP TWO (2) SEPARATE FULL SETS OF CONTRACT DRAWINGS MARKED UP TO FULLY INDICATE AS -BUILT CONDITIONS. SAID DRAWINGS SHALL BE PROVIDED TO THE OWNER'S REPRESENTATIVE AND PEAK CIVIL ENGINEERING INC., UPON COMPLETION OF THE WORK. AS -BUILT DRAWINGS WILL BE COMPILED BY PEAK CIVIL ENGINEERING PRIOR TO FINAL ACCEPTANCE. WHERE PRACTICAL, THE CONTRACTOR IS TO PROVIDE AT LEAST TWO TIES FROM PHYSICAL MONUMENTS TO ALL FITTINGS, VALVES, MANHOLES, AND THE END OF ALL SERVICE LINES. 5. ALL WATER MAINS SHALL HAVE A'MINIMUM COVER OF 7 FEET AND ALL SERVICES SHALL HAVE A MINIMUM COVER OF 8 FEET. 6. ALL WATER MAINS SHALL BE HYDROSTATICALLY TESTED IN ACCORDANCE WITH THE REGULATING ENTITY'S (ERWSD) STANDARDS. CHLORINE TESTING SHALL BE DONE IN ACCORDANCE WITH ERWSD STANDARDS. - I I DESIGNED: MT 7. PROVIDE 10' MINIMUM HORIZONTAL SEPARATION BETWEEN WATER AND SEWER LIDS OR ENCASE PER COLORADO DEPARTMENT OF HEALTH REQUIREMENTS OR PROVIDE OTHER PROTECTION AS SPECIFIED BY ERWSD. DRAWN: MT ELECTRICAL TRANSFORMER 1 +QQ 1 +rjQ a PEAK CIVIL ENGINEERING INC., ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE REVIEWED: /� , / / LOCATION OF ALL UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. �/ ; ,/' / /� 9. MARK ALL SERVICE ENDS WITH FENCE POSTS SPRAY PAINTED PER THEIR RESPECTIVE COLOR. PLC JOB##• 698 10. THE CONTRACTOR SHALL VERIFY EXISTING PIPE OR MANHOLE INVERTS AT TIE -IN POINTS PRIOR TO CONSTRUCTIOR C6 / �% /� /' - �/ 1L MANHOLE RIMS SHALL BE SET AT AN ELEVATION RELATIVE TO THE PAVEMENT IN ACCORDANCE WITH DISTRICT REQUIREMENTS. PRECAST ADJUSTING DWG #; 698 -UTL r - / / ,// '' TELEPHONE PEDESTAL ., RINGS SHALL BE USED TO ADJUST RIM ELEVATIONS TO FINAL GRADE. THE MAXIMUM ACCEPTABLE VERTICAL ADJUSTMENT IS 14 INCHES. rn ✓// /' ' 12. ALL PIPE SHALL BE CONSTRUCTED WITH STANDARD PIPE BEDDING AS SHOWN IN THE DETAILS. IF ANY GROUNDWATER IS ENCOUNTERED, THE OWNER'S DATE: 4/03/00 I s f/ REPRESENTATIVE AND PEAK CIVIL ENGINEERING, INC., IS TO BE NOTIFIED IMMEDIATELY AND PRIOR TO PROCEEDING WITH CONSTRUCTION. L' t rn ✓ / ,/ Lo f -m `�-- S NITARY SEWER MANHOLE " CD ' RIM ELEV. = 8200.5' INVERT ELEV. = 8193.6' cn 13. ALL SEWER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER OF 4.5 FEET. 14, THE CONTRACTOR SHALL TAKE ALL APPROPRIATE PRECAUTIONS TO SIGNIFICANTLY REDUCE ANY POTENTIAL POLLUTION CAUSED BY HIS ACTIVITIES, INCLUDING VEHICLE FUELING, STORAGE OF FERTILIZERS OR CHEMICALS, ETC. THE CONTRACTOR SHALL HAVE IDENTIFIED PROCEDURES FOR HANDLING POTENTIAL POLLUTANTS AND HAVE IDENTIFIED SPILL PREVENTION AND RESPONSE PROCEDURES PRIOR TO ANY ACTIVITIES AT THE PROJECT SITE. SHEET 15. ALL EXCAVATIONS, UTILITY LINES AND OTHER TRENCHES SHALL MEET OSHA REQUIREMENTS. 2 OF 4 7 r " C . - -e n.. . ._ � - ��...pq'IIMT ✓'..y r r er _ - �w'i+" -� MA 4H PROPOSED EXISTING S w GRADE GRADE INRik I OU M w, 'A .-r 0 R1 00 3 54.8t 87.8 - 8281.8 WATER AND SEWER NOTES 1. ALL SANITARY SEWER AND WATER LINE CONSTRUCTION SHALL CONFORM TO EAGLE RIVER WATER AND SANITATION DISTRICT'S (ERWSD) STANDARDS AND SPECIFICATIONS. 2. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE DISTRICT OR ITS REPRESENTATIVES. THE DISTRICT RESERVES THE RIGHT TO ACCEPT OR REJECT ANY MATERIALS AND WORKMANSHIP THAT DO NOT CONFORM TO DISTRICT STANDARDS OR SPECIFICATIONS. 3. COMPACTION OF ALL TRENCHES MUST BE ATTAINED AND COMPACTION TEST RESULTS SUBMITTED TO THE OWNER. PRIOR TO ACCEPTANCE. SEE SOILS REPORT FOR COMPACTION REQUIREMENTS. 4. THE CONTRACTOR SHALL AT ALL TIMES KEEP TWO (2) SEPARATE FULL SETS OF CONTRACT DRAWINGS MARKED UP TO FULLY INDICATE AS -BUILT CONDITIONS. SAID DRAWINGS SHALL BE PROVIDED TO THE OWNER'S REPRESENTATIVE AND PEAK CIVIL ENGINEERING INC., UPON COMPLETION OF THE WORK. AS -BUILT DRAWINGS WILL BE COMPILED BY PEAK CIVIL ENGINEERING PRIOR TO FINAL ACCEPTANCE. WHERE PRACTICAL, THE CONTRACTOR IS TO PROVIDE AT LEAST TWO TIES FROM PHYSICAL MONUMENTS TO ALL FITTINGS, VALVES, MANHOLES, AND THE END OF ALL SERVICE LINES. 5. ALL WATER MAINS SHALL HAVE A'MINIMUM COVER OF 7 FEET AND ALL SERVICES SHALL HAVE A MINIMUM COVER OF 8 FEET. 6. ALL WATER MAINS SHALL BE HYDROSTATICALLY TESTED IN ACCORDANCE WITH THE REGULATING ENTITY'S (ERWSD) STANDARDS. CHLORINE TESTING SHALL BE DONE IN ACCORDANCE WITH ERWSD STANDARDS. - I I DESIGNED: MT 7. PROVIDE 10' MINIMUM HORIZONTAL SEPARATION BETWEEN WATER AND SEWER LIDS OR ENCASE PER COLORADO DEPARTMENT OF HEALTH REQUIREMENTS OR PROVIDE OTHER PROTECTION AS SPECIFIED BY ERWSD. DRAWN: MT ELECTRICAL TRANSFORMER 1 +QQ 1 +rjQ a PEAK CIVIL ENGINEERING INC., ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE REVIEWED: /� , / / LOCATION OF ALL UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. �/ ; ,/' / /� 9. MARK ALL SERVICE ENDS WITH FENCE POSTS SPRAY PAINTED PER THEIR RESPECTIVE COLOR. PLC JOB##• 698 10. THE CONTRACTOR SHALL VERIFY EXISTING PIPE OR MANHOLE INVERTS AT TIE -IN POINTS PRIOR TO CONSTRUCTIOR C6 / �% /� /' - �/ 1L MANHOLE RIMS SHALL BE SET AT AN ELEVATION RELATIVE TO THE PAVEMENT IN ACCORDANCE WITH DISTRICT REQUIREMENTS. PRECAST ADJUSTING DWG #; 698 -UTL r - / / ,// '' TELEPHONE PEDESTAL ., RINGS SHALL BE USED TO ADJUST RIM ELEVATIONS TO FINAL GRADE. THE MAXIMUM ACCEPTABLE VERTICAL ADJUSTMENT IS 14 INCHES. rn ✓// /' ' 12. ALL PIPE SHALL BE CONSTRUCTED WITH STANDARD PIPE BEDDING AS SHOWN IN THE DETAILS. IF ANY GROUNDWATER IS ENCOUNTERED, THE OWNER'S DATE: 4/03/00 I s f/ REPRESENTATIVE AND PEAK CIVIL ENGINEERING, INC., IS TO BE NOTIFIED IMMEDIATELY AND PRIOR TO PROCEEDING WITH CONSTRUCTION. L' t rn ✓ / ,/ Lo f -m `�-- S NITARY SEWER MANHOLE " CD ' RIM ELEV. = 8200.5' INVERT ELEV. = 8193.6' cn 13. ALL SEWER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER OF 4.5 FEET. 14, THE CONTRACTOR SHALL TAKE ALL APPROPRIATE PRECAUTIONS TO SIGNIFICANTLY REDUCE ANY POTENTIAL POLLUTION CAUSED BY HIS ACTIVITIES, INCLUDING VEHICLE FUELING, STORAGE OF FERTILIZERS OR CHEMICALS, ETC. THE CONTRACTOR SHALL HAVE IDENTIFIED PROCEDURES FOR HANDLING POTENTIAL POLLUTANTS AND HAVE IDENTIFIED SPILL PREVENTION AND RESPONSE PROCEDURES PRIOR TO ANY ACTIVITIES AT THE PROJECT SITE. SHEET 15. ALL EXCAVATIONS, UTILITY LINES AND OTHER TRENCHES SHALL MEET OSHA REQUIREMENTS. 2 OF 4 7 r " C . - -e n.. . ._ � - ��...pq'IIMT ✓'..y r r er _ - �w'i+" -� ►. LO °00 PROPOSED,GAS r' U o Z SERVICE (TYP) — z " C� °aa' > � PROPOSED ELEC, CATV, _ Z Z x AND TELE SERVICE IN a JOINT TRENCH (TYP) `� I - z z — I PROPOSED GAS W ° I MAIN (TYP) z z cD CID I v too r.:] a Q 100 1 4� c" ` I PROPOSED ELEC, CAN t I AND TELE MAINS IN I JOINT TREN -H (TYP) Raw cq ` I , - "r�'i tea ` r „fe ��' ,v.r,�' • z A / r , ` <`':, `a, . ° 'J wiq,.' `^ % n"4° .yty f i , `11 !• +,w' r ti a , •x ` r> ..r.G t Ir i r I � _ v 1 a i — - 1,11M _ - r _ i r r 1 'd ( L Z tia , r , f 5 ` •lid. - ,? , °r>. ` ,MGM►' - , t e t - •S `Y G'« r tiM k ` 1.011I Z e , V n r ry r < _ fir' � , _ ' S _ _ ,f . ' a .at k .`ss n 1, • • • y.y .T - , r Q 1 1 ' I r.. A ,rY >• ^1Mw!rt n • > "l, F f gar- i'..i '' `r .,� 1`ir r .-. - _ _ .. "1 7 20 SETBACK ': ;� -,—CONNECT GAS MAIN �,�J „ Z 'y' n` TO EXISTING GAS Q I;'x'" STUBOUT PROPERTY i LINE I i ,;,'"' �� Q — V PROPOSED TRANSFORMER, � — JCL CATV, AND TELE PEDESTAL >I > Li l000l wv PROPOSED TRANSFORMER, I Y i ,� CAN AND TELE PEDESTAL ✓ wv _ - -'" - -E _ — Q � M N (" yam,•' -�,,�► W ELECTRICAL \ % /� 30 C. O • - MANHOLE GUARD RAIL --- i 0 Q - EXISI1NG ��-- 2 EXISTING �� , � `' • - , - -- -' UTILITIES � —_ 20' SETBACK /j 6 � CONDUITS � - ELECTRICAL TRANSFORMER D I // SANITARY SEWER MANHOLE - �v/'�,v)A ,,per !=V.`-87M.4- _ � I PROPERTY .0 Q INVERT ELEV. = 8220.4' CTV PEDESTAL I LINE ' / ; , ('�� ,% TELEP E f ' I ' V %� P STAL 15.0 1 // o° �O ; ' CONCRETE / . % MAILBOX PAD IT I w I / / I I.0 i — REVISIONS: � I // / CONNECT ELEC., CATV, I EXISTING AND TELE TO EXISTING 1 1 I 4 / �� I 6 CONDUITS / r w / ' � UTILITIES � H I / i' i, 1 I10I I 15.0' I / I GRAPHIC SCALE 0 20 0 10 20 40 e0 I ( IN FEET ) 1 inch = 20 ft o CQ I , �, WATER VALVE ,, (TYPICAL) ' / SANITARY SEWER MANHOLE rl_ I �� ,.'' , ; RIM ELEV: = 8211.5' UTILITY NOTES LO '' '"v INVERT ELEV. = 8203.8' SHALLOW I / (BASIS OF ELEVATIONS) 1. COMPACTION OF ALL TRENCHES MUST BE ATTAINED AND COMPACTION TEST RESULTS SUBMITTED TO THE OWNER AND PEAK CIVIL ENGINEERING, INC., PRIOR TO N7 ,i ,i '� i ,' FIRE HYDRANT (TYPICAL ( �/� r �' ,, �, wv ACCEPTANCE. SEE SOILS REPORT FOR COMPACTION REQUIREMENTS. N K UP TO FULLY INDICATE AS -BUILT CONDITIONS. SAID 2. THE CONTRACTOR SHALL AT ALL TIMES KEEP TWO (2) SEPARATE FULL SETS OF CONTRACT DRAWINGS MARKED ° I I I DRAWINGS SHALL BE PROVIDED TO THE OWNER'S REPRESENTATIVE AND PEAK CIVIL ENGINEERING INC., UPON COMPLEMON OF THE WORK. AS -BUILT DRAWINGS WILL BE PRACTICAL, THE CONTRACTOR IS TO PROVIDE AT LEAST TWO TIES FROM PHYSICAL c ( .�'� �' ,, tiY0 COMPILED BY PEAK CIVIL ENGINEERING PRIOR TO FINAL ACCEPTANCE. WHERE " r r Ile J' �' �' SANITARY SEWER MANHOLE _ MONUMENTS TO ALL FITTINGS, VALVES, MANHOLES, AND THE END OF ALL SERVICE LINES. 03 r ' RIM ELEV. = 8209.1', - 3. PEAK CIVIL ENGINEERING, INC. ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ~ .. .'' r INVERT ELEV. = 8204.3' ALL UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ' 10 4. MARK ALL SERVICE ENDS MATH FENCE POSTS SPRAY PAINTED PER THEIR RESPECTIVE COLOR. 3 ,'' 5. ALL CONDUITS, VAULTS, AND APPURTENANCES INSTALLED FOR THE ELECTRIC SYSTEM SHALL CONFORM TO HOLY CROSS ELECTRIC ASSOCIATIONS, INC.'S STANDARDS 'O - ,,�' �' �' � ' ' L I Z N E I M E R. SUBDIVISION AND SPECIFICATIONS AND SHALL BE ACCEPTED BY HOLY CROSS ELECTRIC ASSOCIATION INC., PRIOR TO PROJECT COMPLETION. IT IS THE CONTRACTOR'S RESPONSIBILITY DESIGNED: MT ' /"\ TO COORDINATE ALL WORK ASSOCIATED WITH THE ELECIRIC SYSTEM NA1H HOLY CROSS'ELECTRIC ASSOCIATION. INC DRAWN: MT cv ,i' i 8. ALL CONDUITS AND APPURTENANCES INSTALLED FOR THE TELEPHONE SYSTEM SHALL CONFORM TO CENTURYTEL STANDARDS AND SPECIFICATIONS AND SHALL BE I ,, ,� ACCEPTED BY CENTURYTEL PRIOR TO PROJECT COMPLETION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL WORK ASSOCIATED WITH THE TELEPHONE r REVIEWED: JE ELECTRICAL` TRANSFORMER' sYSTEM WITH CENTURYTEL .', ' 7. ALL CONDUITS AND APPURTENANCES INSTALLED FOR THE TELEVISION SYSTEM SHALL CONFORM TO AT&T'S STANDARDS AND SPECIFICATIONS AND SHALL BE PLC JOB #: 698 FOUND PIN & CAP �,'' ' ;, ACCEPTED BY AT&T PRIOR TO PROJECT COMPLETION. IT IS, THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL WORK ASSOCIATED MATH THE TELEVISION'SYSTEM WITH AT&T. DWG #: 698 —SHL cn Lo L.S. NO, 16827/ TELEPHONE PEDESTAL,, 8. ALL CONDUITS AND APPURTENANCES INSTALLED FOR THE GAS SYSTEM SHALL CONFORM TO KN ENERGYS STANDARDS AND SPECIFICATIONS AND MALL BE DATE: 4/03/00 rn ,; �; / ACCEPTED BY KN ENERGY PRIOR TO PROJECT COMPLETION. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE , ALL WORK ASSOCIATED WITH THE GAS SYSTEM i a m / / ,- ,� % WITH KN ENERGY. 9. THE CONTRACTOR SHALL TAKE ALL APPROPRIATE PRECAUTIONS TO SIGNIFICANTLY REDUCE ANY POTENTIAL POLLUTION CAUSED BY HIS ACTIVITIES, INCLUDING / ' ,% VEHICLE FUELING, STORAGE OF FERTILIZERS OR CHEMICALS, ETC THE CONTRACTOR SHALL HAVE IDENTIFIED PROCEDURES FOR HANDLING POTENTIAL POLLUTANTS AND SHEET i ,, HAVE IDENTIFIED SPILL PREVENTION AND RESPONSE PROCEDURES PRIOR TO ANY ACTIVITIES AT THE PROJECT SITE. cn r to / i ' S NfTARY SEWER MANHOLE 10. ALL EXCAVATIONS, UTILITY LINES AND OTHER TRENCHES SHALL MEET OSHA REQUIREMENTS. CID ,,'' // %' '' 3 o f 4 , ; RIM ELEV. = 8200.5' j N �� ' ' INVERT ELEV. — 8193.6' �,� le ,; P Q � s l� ( c _ K I r. a t r I� 4 r' �j D C, o' 0 0 LO v 01 0 --t a � 0 ` L tZ 4 cu =3 - cm 3 U7 J I' Q 11J 0 tm 3 rn LLa rn 1 °r (ID CJ CD I U � N o ��1141101 SACKKL ---+- SEE PLAN FOR GRADING ° CLAN • b ; d' HBP -T ASPHALT OR FINISHED GRADE ASPHALT OR FINISHED GRADE ` »w COMPACTED GOTEXTIIi FABRIC PER SUBCRADE GEOTECHNXAL STUDY taPER FiAWUNE� o � � >� - fj PLAN r SLOPE 10 1 EL 4 SEE PLAN FOR GRADING �- 4' HBP L .r ' � r /4 Os. .: a iY» TXh� El..t•••..v'•..Y XS» ~ lai alaldtAtK / r 1/i, cs, HIND "ra - » ?v 7h r'- : w »�� {. � z � ttrorr arr• ntr:.r� vngz ' 6' ABC J 6XBW14XW14 - WELDED WIRE FABRIC ' PLACED 2' FROM BOTTOM OF PAN OR FIBER REINFORCED PER M r DUAL COMPACTED UBGRADE GE�CHN� � CONCRETE EQUIVALENT _ N.T.S 3' CONCRETE PAN t i I iri EEPARAIM DISPERSE LARGE NOOKS IN THIS ZONE ! I TAP$ SMALL IN 1 PROVIDED RR,tIS DO NOT INTERFERE VRTH DACKFILL COPACTION RMITREIENTS i _ TI4110D A� CAr BQLEM GREATER THAN W TO BE REMOVED 4-IL FROM �� AM DISPOSED CF OFF tM ' A NO ALLOWED GREATER THAN 6' ' SO' MIN . 1r GROUND - EXISTING �p -�m VEMENT 1 D0 vAl�t 0 IB101811 aNr+cPLAN VIEW , TD *� 7a-t tDlr GREATER TH01.4 6' Ir !YC � � N PR l�ADG Ip�RATIOI \/ 50' MIN. aoMrAl:Tm 7/r slBmm sDllt wtauL r t■DUA■D EXISTNC osaLU► AT D4 swe W �iic 3' PAVEMENT stmt W Wls UMN 6' MIN. l 1 ; 4 wAio�aFaotNEEA W. // + (� f �r TRENCH ZONES Ca a B11OO'n AlO I BEO�BNI U aaBW M >� Ia011 _ .TI FILTER -/ 12' MI EARTH Tow aa: uRN W'w11a wi As EXISTING FABRIC MOUNTABLE BERM . ' ° ds 14L1o■e M 4>Id. 14atL4/Ma- t■Rwso M AY Loa 1111ILY (OPTIONAL) L' , , • • • _ ` rW1R tar Y a rOaE almt GROUND PROFILE CONSTRUCTION SPECIFICATIONS r. PLAN r� ' PIDW r BEN_ IsOEO1L MFq{L -� 1 STONE SIZE - USE 2' CRUSHED SCREENED ROCK ' 2 LENGTH - AS REQUIRED, BUT NOT LESS THAN 50 FEET. �. sr` l :''r; Rte, Q° ° °'+ -Y•_, Ap y'; 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. - a0mtm aDOK 4 WIDTH - TEN (10) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS WI aA ° PLAOt >ti (,OG1M0 7Mr O R EGRESS OCCURStls �� A A o <° IeON/ 5 FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. WR 1Nw ��plI MAR .1 ° 6 SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES l41 M4 avN W MCI4 111Att r ! ; SHALL BE PIPED ACROSS THE ENTRANCE , IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5 1 12' Y MmN U44R1■m + SLOPES WILL BE PERMITTED. tIDL 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING 1t/W • ° °•D '- o OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING Fft CAP jY�J1hY MATH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND /OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC SEWER CLEAN —GUT 31r 30' m RIGHT -OF -WAY MUST BE REMOVED IMMEDIATELY. _ B. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC SCALErN S r1� Li Mr PIPE BEDDING ZONE RIGHTS -OF -WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED NTH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE 9 PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. 10. STABILIZED CONSTRUCTION ENTRANCE MUST BE INSTALLED BEFORE BEGINNING CONSTRUCTION SEWER SERVICE W 4 RoLIE SEWER PIPE BEDDING WNM W, �,l,o,E„OM„�,,,,,,, CONNECTION ` ' SCALE! NTS SECTIMM scmx.NTS _ � W-9 FIl1 pals �•srcN ■AaolL -..� VERTICAL THRUST BLOCK — SECTION 3i1' PLYVOOD F=MS arm t I } Df1lO1JS LAllt[ I 0 N N llas 7CK ` PNDVno Raols m NOT wreum RvS10IN � �W lO"" BO O� To LV Fall show" " zero= OF QF am L ALOWC 9[AT01 THAN Y '- /: smw BALE OKE � tai tsiDSICAIIDNt TOR c `MH. OqIPACTNdI IEgIFON11f FLOW � /> -}— ■ ..a' v.. 4' VERTICAL FACE L � \ �pNLM BEDDING DETAIL IRS DTAtRATRBI... ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE • TRENCH ZONES FLOW BOUND BALES PLACED ON CONTOUR __ ?_ �t �+-• s °� 2 RE -BARS. STEEL PICKETS. OR rxr STAKES E =�� A° S�za v,, 1R Ma WITH SALES. D. DRIVE STAKES 1110111310110 I= .14 o "`$` 1 aenoaw ANCHORING DETAIL 9 p a :w_ a01s oos ° of CONSTRUCTION SPECIFICATIONS 1 BALES SHALL BE PLACED AT TIME TOE OF A SLOPE OR ON THE CONTOUR AND N A ROW 1/4 00- WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. or m 2. EACH BALE SHALL BE EMBEDDED N THE SOL A MINIMUM OF (4) INCHES, AND PLACED P![ tlsallfk • SO THE BINDINGS ARE HORIZONTAL 3. BALES SHALL 8E SECURELY ANCHORED IN RACE BY OTHER TWO STAKES OR RE -BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE N EACH BALE SHALL BE DRIVEN PIQE BEDDING ZONE TOWARD THE PREVIWSLY WD BALE AT AN ANGLE TO FORCE THE BALES TOGETHM STAKES SHAM BE DRIVEN FLUSH WITH THE BALE 4. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED BY THE CONTRACTOR WATER PIPE BEDDING a BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS 50 AS NOT TO BLOCK OR IMPEDE STORM FLAW OR DRAINAGE SCALE,NTS STRAW BALE DIKE SCALENTS mom WNW 7 Q ZO[ 36' MIN FENCE POST l - L , , ♦ OOH O pfa i ow WI fr, CAD FII011 P!! 10 NI! (la EW?r 110 R � �...' f IO R !DO M { s, UL ■l R�1� OI M CrOYDM MU► WOVEN WIRE FENCE _(14 1/2 CA. MRP' MAIL , Is017t11� s MESH SPACING) TH FILTER CLOIi'H OVER 11171a8rm t0 GAUGE COPPOI TRW ow ,My 3Ar PLYWOOD FOAMa 1 n raS tllaBRAO[ r % � •. r MIN MILYt a0X LID WWII: EDGE Cr am SOW UNDISTURBED GROUND 9W1 LAO N M MN7Q ?x OI1O1. 1'�!p � ENBED•FlLro CLOTH 16• MIN WIN >IllUICSO OUgO[ M IIASI 184 111L1S < �wei°DS SHALLN Wlt� a BENDS —PLAN — 'SERVICE MR —OUT REDDNG MD I 1-=N WIRNESNPI C IMIN 14 1/2 GAUGE, vy >q•q /> .— • hv/ ia>>:: y'/ i" 9' ri' y 'f1yI7 /y /'— ,fiii;ry9,\ /i`�i`! > %/ p% Y�'.f �� �y ,� � ;e• iii i •/ i , i i • 1 II�N�IN ■1 i �II�iBBI•I■ ■1 �� � -.T..r i y ala tooa T4L a W Pat 11_11, U-I# 498 1109 r 1s 7s a0 01.0 at r 11.7 Its &o sA aA 1 111 1a 7A I&IF &7 / 7.7 L4 IDA 11&7 717 1r 4.7 63 &t no na 7r 74 1 141 UA sis 7aa sa W rot loot 11 -t/ 7s-1 46• p• O p an r iA &I as 11A as or 1A it L2 t1A as tir to 4A Ln 17.1 1170 Ir aA Ll ILI t7 t t Y t1M 77.7 470 7 &7 tlr t1s 171 3160 "a 4" BLOCK °--- -- -'-'• - GIs 3/: All!- iWl1EM IbD. �OFX IIDIl7t NKW`D�� WO 110 ITHEEEiM�L 2'7�14CK 1. IOL >n0 rsl NLBNILyPpEALS. BIQIpEB NOR Mlsm EIIOQII�1 � 1 f 7' �Mra��� Ntll 11NtE RlEll 711sN1 WM ! U10 - 1 1■MY JM INDAM VAL t'DW OF MI "MBI 111/1 l ALL 111111111111T ■Dols will, K F0111110, 114 1■MtM P N M N M Poll1 1I I A MU K 7/r rLrrIDDD 0. BMW ARIA 1111® Oa SM KA M FIRE HYDRANT ASSEMBLY Room W m eam CONCRETE THRUST BLOCI SCALE, NTS scALEVS ' f Y i CL 7' U=W" TINS K OOIr01 P!S �� 1� �YILZ 1/!i ' ^^ - �1a - I '_-L— =Rum sg4MW1 N AwI�A'.sp R 1102 B• MIN. l4DMOW Nis01 IY711 O � IMMESH{. r!� 71ML11t Oaa�dWEN aN •�001■YIDtm 7/r T''Y.'i '' `. > 110 ps alOr _ aC�01 bCIL�� Y •d :. ° •� • TAIw� MILLI/D THIN ML I!f! /tl' t PERSPECTIVE VIEW TA/rx/q WE TOJ NO S FOR F aril ..Tm CI T N 1 WOVEN WRLE FENCE TO BE FASTENED SECURELY TO POSTS, STEEL OTHER T OR U TYPE OR • FENCE POSTS WITH WIRE TIES OR STAPLES. 2• HARDWOOD DCfADW 11■A/ ILIMa1 N y - ELEVATION WATER SERVICE STUB OUT scALElNTS t. CISN tLd m s[ 1001sm AT M rRD141TT Las 011 AT T14 - , ■la W v s a -W1lmm s mm To Im wa LO n RO to 00 I � U Z Z �o _ I O J �> Z Z x J LiJ L O ''I O N Z J Z 3 W Q U LZ o _J N DD. J C7 ROO t` J 1 O L^d LJ O O a- a) O O N p - M 2. FILTER CLOTH TO BE FASTENED SECURELY TO FENCE WOVEN WIRE. 14 1/2 O LL • A ' WOVEN WIRE FENCE WITH TIES SPACED EVERY 24' MAX MESH OPENING ` 17' AT TOP AND MID SECTION. P� V 0 ' 3. WHEN TWO SECTIONS OF FILTER OATH ADJOIN EACH FILTER CL.OI}F FILTER X. MIRAFI 100X. OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES STABLINKA 714Oi OR APPROVED q,8 MILD FOLDED EQUAL 00 / NLgOIp 4 MAINTENANCE SHALL BE PERFORMED AS NEEDED AND PREFABRICATED UNIT CEOFAS. MATERIAL REMOVED,WHEN "BULGES' DEVELOP IN ENVIROFETNCE. OR APPROVED N AID�N�, THE SILT FENCE EQUAL GATE VALVE ASSEMBLY �i �r'� � WATER a BEGIN" MUST BECnai Im BEFORE 8� TAPPING DETAIL WW ' NTS LL_ H SILT FENCE DETAIL Q 0 ELEVATION sca r.NTS scALE-NTS LO n RO to 00 I � U Z Z �o _ I O J �> Z Z x J LiJ L O ''I O N Z J Z 3 W Q U LZ o _J N DD. J C7 ROO t` J 1 O L^d LJ O O a- a) O O N p REVISIONS: u� ` DESIGNED: MT DRAWN: MT REVIEWED: JE PLC JOB #: 781 DWG #: 781 DATE: 4/03/00 SHEET 4 of 4 O LL Z0 P� V 0 I 00 ,z Q WW I LL_ H Q 0 Lj QUZ::D ^Z =ry 00 w U J-O m0 (_ ' < Ul) L1J Q—; J Z = OF- Q - V) O O� :j— 0 I- REVISIONS: u� ` DESIGNED: MT DRAWN: MT REVIEWED: JE PLC JOB #: 781 DWG #: 781 DATE: 4/03/00 SHEET 4 of 4 ' 4 �1 ( k m :.0 1 N D 0 .Q 0 1 Z O N t r O O F r f e f I C/), Lo E h a 0 " Li F. f Li W w Z a O Cr �z0 � i I i d- r� d: CL to > > 1 CD p L _ D �Vw 0 � La W a , r f 1 Qo> I • L 0.507o Li- ' 4 �1 ( k • . i m :.0 1 N D 0 .Q 0 1 Z O N O O C/), Lo 0 Li F. !y Li W w Z O Cr �z0 � d- r� d: CL to > > LL_ On CD p L _ D �Vw 0 � La W a , ca Q Qo> I • L 0.507o Li- .z z fm o 3:: J O a o 00 a k 07 t cu } M - cn + Q cn g 0 cn • . i 8280 8260 8240 DA.7'I1M ELEV 82'35.00 N N 00 DRIVE,-,- P,-','R0FlLE HORIZONTAL, SCALE. 1 "= 20' VERTICAL SCALE 1 " =5' 0 0 0 + N d- o0 II II \l m :.0 1 N D .Q ( 1 Z O 8280 8260 8240 DA.7'I1M ELEV 82'35.00 N N 00 DRIVE,-,- P,-','R0FlLE HORIZONTAL, SCALE. 1 "= 20' VERTICAL SCALE 1 " =5' 0 0 0 + N d- o0 II II \l O 1 8280 8260 8240 DA.7'I1M ELEV 82'35.00 N N 00 DRIVE,-,- P,-','R0FlLE HORIZONTAL, SCALE. 1 "= 20' VERTICAL SCALE 1 " =5' 0 0 0 + N d- o0 II II \l 0 +00 1+00 2 +00 3 +00 i F A 4 +00 (D co 1w ci Z V ^� Z vv O J_ n Q Z C7 > Z_ x JQ <a W W O O (n Z J Z U w O Z U W o_ v� D J � Z > 00- J V ca o � J Q Q 10 a. 0- a)O O N D .Q O Z O O O C/), z Q Li F. Li W w Z O �z0 � d- d: CL to > > LL_ On > Q _ D �Vw 0 La W ca Q Qo> �LL. 0.507o .z z o 3:: J O oc 00 + Q Lu g 0 oc ~ J / - 6.�OO�a EXi TIN G o0 c� � GRADE 0 co Lo co 0 > 0 p�° � w o� II II (f) Lu Q > 5; /�- 1-- J CL (!) > pp% PROPOSED FINISHED GRADE e N 000-) 0�N 000 a00 '�?co (o� boo .0 d' 00 (o �t� of �� N �(�o CU cNco 0) c�0 (� �� 00 �� 00 �0c0 N � N N N N N N N a N N 0 +00 1+00 2 +00 3 +00 i F A 4 +00 (D co 1w ci Z V ^� Z vv O J_ n Q Z C7 > Z_ x JQ <a W W O O (n Z J Z U w O Z U W o_ v� D J � Z > 00- J V ca o � J Q Q 10 a. 0- a)O REVISIONS: _41- -1 1 DESIGNED: MT DRAWN: MT REVIEWED: PLC JOB #: 698 DWG #: 698 —PRO DATE: 4/03/00 SHEET 5 O N D .Q O Z O O O z Q Li F. Li W w Z O �z0 � d: CL to > J LL_ On > Q _ D �Vw 0 La W ca Q Qo> �LL. V) O .z z o 3:: J O REVISIONS: _41- -1 1 DESIGNED: MT DRAWN: MT REVIEWED: PLC JOB #: 698 DWG #: 698 —PRO DATE: 4/03/00 SHEET 5