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Home My WebLink AboutPEC030052 DRB040230 PLANSDESIGN CRITERIA 1 m 6 x 6 ROUGH SAWN CEDAR POST EXPOSED HARDWARE TO MATCH RAIL COLOR LIVE LOAD 100 PSF VEHICLE LOAD 13,000 LB. (OCCASIONAL LOADING - C = 1.333) WIND LOAD PER LOCAL BUILDING CODE SEISMIC LOAD PER LOCAL BUILDING CODE GL LAM I E911FICATION5 MATERIAL WEST COAST DOUGLAS FIR 24F -V4, COMB, 2 OR COMB, 5 AS NOTED. ADHESIVE WATERPROOF PHENOLIC FABRICATION AS SHOWN AND NOTED MACHINE INCISE ALL GLULAM EXCEPT RAILS. DO NOT INCISE RAILS, APPEARANCE AS SHOWN & NOTED FINISH SEE TREATMENT SPECIFICATIONS PROTECTION NONE CERTIFICATE AITC 117 -d93 f APA -EWS GLULAM MATERIAL INCLUDES GIRDERS, DECK PANELS, POSTS & POST BLOCKS >A..M WMD 2ECIFICATIONS MATERIAL WEST COAST DOUGLAS FIR #1 PER WCLIB GRADING RULES #16. FABRICATION AS, SHOWN & NOTED SUFACE AS NOTED FINISH SEE TREATMENT SPECIFICATIONS SAWN LUMBER INCLUDES DECK STIFFENERS JELI. 2FICADQN5 STEEL SHAPES ASTM A36 HARDWARE ASTM A307 HOT DIP GALVANIZE ALL STEEL SHAPES AFTER FABRICATION. MR HOT DIP GALVANIZE ALL HARDWARE. ALL WELDING TO BE PER AWS SPECIFICATIONS BY CERTIFIED WELDERS. TREAT ALL FIELD MODIFICATIONS Wj COLD GALVANIZING PAINT. Iff1"Tif ALL DIMENSIONED CUTS AND HOLES IN TIMBER MATERIAL SHALL BE MADE PRIOR TO PRESSURE TREATMENT, TREAT ALL FIELD CUTS AND BORES WITH COPPER NAPTHANATE IN ACCORDANCE WITH AWPA SPECIFICATION M4, TREAT GLULAM MATERIAL WITH PENTACHLOROPHENOL IN LIGHT SOLVENT TO A MINIMUM NET RETENTION OF 0.3 PCF PER AWPA SPECIFICATION C28, ISSUE CERTIFICATION OF TREATMENT. TREAT SAWN LUMBER WITH PENTACHLOROPHENOL IN LIGHT SOLVENT TO A MINIMUM NET RETENTION OF 0.4 PCF PER AWPA SPECIFICATION C2. ROUGH SAWN CEDAR POST ARE NOT TO BE TREATED. OWNER TO APPLY SEALANT AFTER BRIDGE INSTALLATION, -- NOTE -- THE LUMBER AND GLULAM ON THIS PROJECT ARE PRESSURE TREATED WITH PENTACHLOROPHENOL WHICH INSURES A LONG AND USEFUL SERVICE LIFE. WORKMEN SHOULD USE COMMON SENSE IN HANDLING THESE TREATED TIMBERS, AVOID DIRECT SKIN CONTACT WITH' TlIE PRESERVATIVE BY WEARING RUBBER WORK GLOVES, LONG SLEEVE SHIRTS, AND LONG PANTS, WHEN TREATED WOOD IS FIELD FABRICATED, WORKMEN SHOULD ALSO WEAR A FACE MASK AND GOGGLES, TIMBER TREATED WITH PENTACHLOROPHENOL MAY EXHIBIT A BLOOMING OF DRIED CRYSTALS ON THE WOOD SURFACES FOR SEVERAL WEEKS AFTER INSTALLATION, THESE CRYSTALS CAN BE BRUSHED OR WASHED OFF THE SURFACES OF THE BRIDGE, SUCH AS RAILING OR OTHER SURFACES SUBJECT TO PUBLIC CONTACT. THE BLOOM#4G WILL DISCONTINUE AS THE TIMBER REACHES EQUILIBRIUM WITH THE ATMOSPHERIC CONDITIONS. IT MAY BE DIFFICULT TO APPLY CERTAIN PAINT OR STAIN FINISHES TO PRESSURE TREATED TIMBERS, TIMBERS TREATED WITH LIGHT SOLVENT PENTACHLOROPHENOL SHOULD NOT BE CONSIDERED AS PAINTABLE UNTIL ALL SOLVENT HAS ESCAPED, WWS RECOMMENDS USING A PENETRATING PIGMENTED STAIN THAT DOES NOT FORM A COATING ON THE WOOD SURFACES IF BRIDGE MATERIAL 1S TO BE STOCK PILED AT THE SITE, IT MUST BE STORED IN A LEVEL AREA AND STICKERED APPROXIMATELY EVERY 6 FEET, IF THE MATERIAL 15 STORED IN A HOT, DRY CLIMATE, IT MUST ALSO BE COVERED WITH PLYWOOD OR OTHER MATERIAL TO PROTECT IT; FAILURE TO STICKER AND COVER MAY CAUSE WARPING AND EXCESSIVE SEASONING CHECKS, 2 STEEL PI RAIL, POW BLACK OWNER TO APPROVE: COLO� SAMPLE PRIOR TO AP 0 --GLULAM DECK ! O � *r STEEL BEAM SEAT GLULAM GIRDER -/ a jo f ., EVERGREEN TREE 00 (TYPICAL) Ni TELEPHONE VAULT s ON CONCRETE PAD 83 5p�,30 E 10.49 16.20' DECIDUOUS TREE co PEDE IAN BRI GE In 0 8188.9 81 9.6 8188.4 88.7 05 1 8186.1 co k WT I WT SAMPLE 1 WT- 5 100 YEAR 0) "ol cl FLOOD PLAIN co OVERHANG SEMENT 611 T-4 ED OF r WT K' ' ��~` �N- 36" C.M.P. INV. = 8187.8` m 8187. � � 8182.4' {] 0 WOOD FENCE cl � PEAK LAND CONSULTANTS, INC. PEAK LAND SURVEYING, INC, 970-476-8644 FAX 970-476-861 Im STORM MANHOLE \ RIM ELEV. = 8183.7' 36" INV. IN = 8187.3' 36 INV. OUT = 8187.2' x ___-__ r �� `� |Y{Y� ^�`� ^~ ~~ . �mN VVT_1� ,,/ /�� -�[�� -� K� �[�� V �_ 'Z - 7 ') ^rc=r � � ` � \ ^ CHRISTIANIA AT VAIL CONDOMINIUM (BOOK 604 AT PAGE 29611 { / | / ELECTRICAL TRANSFORMER n w ��*�� [� / 241.70 » =�� [_ � ~~� CHATEU CHRISTIANS TOWNHOMES (BOOK 216 AT PAGE 702] � \ ^� c�� u` ~- 5 . N W*A | irs, \+ --- I VVT_ � v,/ /2 0� WT v,/ /`/ . ~\ \ \ VVT ,, / 14 - \ �~ / \^ [� � ^ rt ` SURVEYOR'S CERT 1, BRENT BIGGS, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC M 10A%flyl MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP S ACC ' N CORRECT TO THE BEST OF MY KNOWLEDGE. DATE:-- f0W�22 COLORADO P.L.S. 27 98 FOR & ON BEHALF F PEAK LAND SURVEY] , INC. VAI _ _ _- --_' - -'_� , _-'_ 2 APPROXIMATELY 3" T0 4' OF SNOW ON LOT ON DATE OF TOPOGRAPHY, OTHER FEATURES MAY EXIST WHICH WERE NOT VISIBLE NOR SHOWN HEREON. 3 ORIGIN BENCHMARK: 3Y2" BRASS CAP IN BOULDER NGS (T.O.V) STATION 3PRADDLE SPC BJ HARN NAVD 88 ELEVATION = 8287.82'. PROJECT BENCHMARK: TOP OF 2" BRASS CAP NW Xo CORNER SECTION 8 ELEVATION = 8182.11'. 4 ALL UTILITIES SHOWN HEREON WERE FIELD LOCATED BY THEIR RESPECTIVE COMPANIES, ACCURACY PEAK LAND SURVEYING, INC, ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE LOCATIONS SHOWN OF FOR ADDITIONAL UTILITIES NOT 3H0NN, ALL UTILITY LOCATIONS SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 5 PEAK LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO ESTABLISH 00NERSH|P, EASEMENTS OR RIGHTS-OF-WAY OF RECORD. NO TITLE POLICY DR COMMITMENT WAS PROVIDED TO ESTABLISH THE EXISTENCE THEREOF, BOUNDARIES AND EASEMENTS SHOWN HEREON ARE PER THE RECORD PLAT. S NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DlSC0YER 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 CERT|F|�^JN SHOWN HEREON. 7 PROPERTY DESCRIPTION - TRACT E, A RESUBDlYlS0N OF TRACT [, VA|L VILLAGE AND GOLDEN PEAK HOUSE RECORDED AT RECEPTION ND, 582007. Q THIS TOPOGRAPHIC MAP IS A SUPPLEMENTAL MAP TO A TOPOGRAPHIC MAP FROM PEAK LAND SURVEYING JOB N0, 1143 DATED JUNE JO, 2002 AND A LAND SURVEY PLAT DATED APRIL 2002. GENERAL NOTES � ~~ 1 DATE OF TOPOGRAPHY: DECEMBER 2000, UPDATED SEPTEMBER 27. 2002, �~ FEVRUARY ?8� 908I AND MARCH 4� 000n � DESCRIPTION PARTIAL TOPOGRAPHIC MAP TRACT E, A RESUBDIVISION OF VAIL VILLAGE FIFTH FILING TOWN OF VAIL EAGLE COUNTY, COLORADO REVIEWED: BB SHEET 631.2T lim, ui _& EVERGREEN TREE -4 h 00 (TYPICAL) �� (�C� SEAE MANHO E RIM EL V. = 17.0' S 06*09'30"W x_; f ' � ��ti TELEPHONE ON CONCRETE VAULT PAD P S83'5 0 »E 10449 81 9.6 8188.8 818.0 -- SN 0 v 8188.4 8184.9 186.1 188,7 '44;, ____l I-- I,- Pi l l� �,,- "� ` ,-'8187.6' 8 + "'4 l b WT 1 WT- 2 8187,7 -3 WT -2 + WT - AMPLE-2 + WT-7 WT 4 110 WT- 5 101, r. SAMPLE 1 WT- 3 B6 + W 6 z 100 YEAR 0) FLOOD PLAIN co OVERHANG SEMENT t90 T-4 EDG OF -------- 8188.3' MILL C EK W �-7 + W -9 \+ + 36" C.M.P. INV. = 8187.8' 8192.4' mopm mm WOOD FENCE . 4 PEAK LAND CONSULTANTS, INC, PEAK LAND SURVEYING, INC, 970-476-8644 FAX 970-476-861 1000 UON'S RIDGE LOOP Y&U,-0e - moo B20 ti 8200.t� 1 CHRISTIANIA AT VAIL CONDOMINIUMS (BOOK 604 ATPAGE296) ELECTRICAL TRANSFORMER S89*27'59"E 241.70 m 5' UT j — — — — — BI 9 B CHATEU CHRISTIANS TOWNHOMES (BOOK 216 AT PAGE 702) 13 m m 0 • «w1 CC Z f; 0 1 CL i +e e LLJ LL `! z CL cc CL a