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HomeMy WebLinkAboutPOUDRE TRAIL BOXELDER DITCH CROSSING TRAIL EASEMENT LAND SURVEY PLAT H-047 - Filed LSP-LAND SURVEY PLATS - 2010-03-0992853 POUDRE TRAIL LEGAL DESCRIPTION A tract of land located in the East half of Section 20, Township 7 North, Range 68 West, of the 6th P.M. of Larimer County, Colorado. Described as follows: Commencing at the Southeast corner of said Section 20, North 20° 43' 560 West 2890.90 feet to the TRUE POINT OF BEGINNING of this description; thence North 55° 38' 55" East 40 feet. Permanent easement being 10' wide. The above described Tract contains 0.01 acre. CITY OF FORT COLLINS, COLORADO PARKS & RECREATION DEPARTMENT PLANNING & OPEN SPACE DIVISION 413 SOUTH BRYAN ST - FORT COLLINS, COLORADO B0521 BOXELDER DITCH CROSSING DATE Y/a DRAWN BY DES BY Ss, CHECKED REVISIONS TITLE P, INDEX TITLE SHEET PLAN a PROFILE DETAILS 2 3E4 RECOMMENDE57 RECCO�-/MMEND DD RECOMMENDED %. ,�le © - F-fie-8% AUTHORIZED AUTHORIZED AUTHORIZED AUTHORIZED AUTHORIZED AUTHORIZED SHEET I OF 4 lov— 412 92853 NO SCALE No Scale �1 134x3x3/16 1' - O" Minimum / G 2 x 2 x 3/16 41 1 112 x 1 112 x 1/ 8 Chamber Exposed Edges Prefab Bridge Provide 7/8" Hole Bridge Deck For Cable At All 1El 3 x 2 x 1/4 // , Bridge Corners. 3�8 2 `Iz 3011 Loop 3/4" Galvanized Cable R 3/8 x 3 x 3 e 24" i i x CARR/.96'E BOLT a Thru 3/4" Eyebolt & Bridge C 4 x 5.4 aN Plate. Provide Three Cable ; _ — ' I + I o Clamps. _ .,' Bearing Plate By Bridge Manufacturer. Provide 7/8" x 2" Slotted Holes � „ „ 2 m7 / / E 4 x 3 x 1 /4 oo _� m � I I I I 2 s /0 7_RE/97Z0 NO. 1 5. Y. R. _ o _ * _- _- 3" With 1" Drypack Grout. / I Y4 x 2 s'E4f TilPR/NG ScREw _ " ' I I I m 0 ^; 611 * * *� 3" Min. 3 x 2 x 1/4 � e• •I. •• 1 1 Min. * I y4,' „ I I I I I f 2, 3/4" x 1' - 6" Steel /'3/8 x 5 x 14 Rods, Galvanized 7 x 9 g ,„„ 2-7 2-7 2-5 , 2-7 Y 4 oil +' 1}-2 3/4" Rods i .'lof * 12" Mina 2' -80,L 41 _411 II i iI CAS * Verify Dimension With Bridge Manufacturer * CONTRACTOR TO VERIFY WITH BRIDGE MANUFACTOR. N DESIGN NOTES: I NOTES: 1. ALL ALLOWABLE DESIGN STRESSES IN ACCORDANCE WITH THE SPECIFICATIONS OF 1. CONCENTRATED LOAD: 10,000 LBS. AT CENTER OF SPAN PLUS 30% IMPACT. 3/4" Eyebolt With fQ 1/2" x 4" x 4" THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BY (AISC). 2. LIVE LOAD: 100 LBS. PER SQUARE FOOT. With Double Nut. Line Up Bolt Minimum 2. WELDING IN CONFORMANCE TO AMERICAN WELDING SOCIETY. 3. WIND LOAD: 30 LBS. PER SQUARE FOOT. 4 1/2" From Face Of Abutment. (Note: Bolt Is Below Bridge Hidden From View.) 3. ALL STEEL TO BE ASTM A242 OR A588 (WEATHERING STEEL, 50 KSI YiELD) BOLT TO BE ASTM A490 TYPE 3. 4. WELDING SIZE: 3/16 INCH FULL FILLET WELD. - NOTE: Provide one tie -down per bridge AS SHOWN ON PLAN DRAWING. 5. E70 SERIES ELECTRODES FOR WELDING. 6. FLOOR DECK 2" x 10" TREATED NO. 1 S.V.P., 0.4 PENETRATION. 7. FINISH TO BE COMMERCIAL SAND BLAST AFTER FABRICATION. VIEW LOOKING AT EDGE OF ABUTMENT VIEW LOOKING AT ABUTMENT FACE CITY OF FT. COLLINS CITY OF FT. COLLINS CITY OF FT. COLLINS CITY OF FT. COLLINS TRAIL BRIDGE TRAIL BRIDGE BRIDGE TIE -DOWN DETAIL PARKS AND RECREATION DEPT. BRIDGE CONNECTION DETAIL PARKS AND RECREATION DEPT. PARKS AND RECREATION DEPT, PARKS AND RECREATION DEPT. END TRUSS DETAIL FRAME DETAIL $TANDARD STANDARD STANDARD STANDARD b RAWING I DRAWING DRAWING DRAWING CITY OF FORT COLLINS, COLORADO PARKS & RECREATION DEPARTMENT RLANNING & OPEN SPACE DIVISION 413 SOUTH BRYAN ST o FORT COLLINS, COLORADO B0521 DATE 7/ e DRAWN BY DES BY C•. CHECKED REVISIONS TITLE Box EL DER DITCH CROSS/A/G DE 7-,9 /L 5 ?a�v r0y-0: 24438 20• o0 • `r� yN AE� SHEET PARKS AND RECREATION + OF 4 H-47