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Home My WebLink AboutB08-0348 Plansm s a a. as cw a 0o a 0 0 c� 3 0 0 0 t 0 co 0 0 I a 00 0 CA W cD a m t co co O R oi ..a -- ------ -------------- - - -- - - - - - -- D1 A FIELD RIP END PANEL TO WIDTH AS REQUIRED (APP 9r), TYP. EACH END. - THE GLULAM DECK PANELS HAVE A RESAWN FACE AND ARE USUALLY INSTALLED WITH THE ROUGH SIDE UP. HOWEVER, IF THERE IS AN APPEARANCE PROBLEM WITH THE RESAWN FACE OR IF THE PANEL IS CUPPED, PLACE THE BEST SIDE FACE UP OR THE CUPPED SIDE FACE DOWN. THE DECK IS DESIGNED WITH A r GAP BETWEEN THE PANELS. LAY OUT ALL PANELS AND ADJUST TO A UNIFORM GAP BEFORE FASTENING ANY PANELS DOWN. FIELD TRIM END PANELS AS REQUIRED. S4 29' -9" IN TO IN ABUTMENTS 29' -7" OUT TO OUT BRIDGE S5 1 CUT -AWAY BRIDGE PLAN VIEW G1 BRILI CE ELEVATION VIEW r• 2 T. w ml Ow SYMM. ABOUT 3' -0' �-- 2j" GLULAM DECK STEEL BEAM BRACE I 5rx19j" GLULAM GIRDER STEEL BEAM SEAT STEEL DIAPHRAGM 2' -9j" „ BRIDGE SECTION @ MIDSPAN ABUTMENT " BACKWALLS MIN. 2" PROJECTION rO x, 7" ANCHOR BOLT -- to (BY OTHERS) *�. 1 4" 3 MIN. ,r 1.0 x 9r ANCHOR BOLT (BY OTHERS) S3 4 GIRDER TO ABUTMENT 1 BEAM SEAT - MARK S3 1 BEAM BRACE - MARK S4 2 lO ANCHOR BOLTS (BY OTHERS) 2 3/4 "0 ANCHOR BOLTS (BY OTHERS) 1 314 X 7" MACHINE BOLT 2 1 "O CUT WASHER 4 3/4'0 CUT WASHER (AT SLOTTED HOLES) ®2 DIAPHRAGM TO GIRDER 1 5/8 "0 X 7" MACHINE BOLT 2 5/8 "0 X 12" MACHINE BOLT 3 5/8 "0 MALLEABLE IRON WASHER 2 5/8 "0 CUT WASHER (0 SLOTTED HOLE) 48 DECK TO GIRDER 3 5/16'0 X 5' DECK SCREW 2' -94' 2' -94" Am DESIGN CRITERIA: DESIGN CODE 2003 IBC LIVE LOAD : 100 PSF A VEHICLE LOAD 5,000 LBS WIND LOAD 90 MPH - EXPOSURE C SEISMIC LOAD SITE CLASS D GLULAM SPECIFICATIONS: MATERIAL : WEST COAST DOUGLAS FIR 24F -V4 OR COMBINATION 2 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 -2004 / APA -EWS GLULAM MATERIAL INCLUDES GIRDERS AND DECK PANELS TEL ME 1 CATIONS: STEEL SHAPES : ASTM A36 HARDWARE : ASTM A307 HOT DIP GALVANIZE ALL STEEL SHAPES AFTER FABRICATION. HOT DIP GALVANIZE ALL HARDWARE. ALL WELDING TO BE PER AWS SPECIFICATIONS BY CERTIFIED WELDERS. TREAT ALL FIELD MODIFICATIONS W/ COLD GALVANIZING PAINT. TREATMENT SPECIFICATIONS: ALL DIMENSIONED CUTS AND HOLES IN TIMBER MATERIAL SHALL BE MADE PRIOR TO PRESSURE TREATMENT, TREAT ALL FIELD CUTS AND BORES WITH COPPER NAPHTHENATE IN ACCORDANCE WITH AWPA SPECIFICATION M4. TREAT GLULAM MATERIAL WITH PENTACHLOROPHENOL IN LIGHT SOLVENT TO A MINIMUM NET RETENTION OF 0.4 PCF PER AWPA SPECIFICATION C28. ISSUE CERTIFICATION OF TREATMENT. —NOTE — THE TILER 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 TILERS. AVOID DIRECT SKIN CONTACT WITH THE 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 BLOOMING 41" 4 1" WILL DISCONTINUE AS THE TIMBER REACHES EQUILIBRI WITH THE ATMOSPHERIC CONDITIONS. IT MAY BE DIFFICULT TO APPLY CERTAIN PAINT OR STAIN FINISHES TO PRESSURE TREATED TILERS, 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 I 1 COATING ON THE WOOD SURFACES, IF BRIDGE MATERIAL IS TO BE STOCK PILED AT THE SITE, IT MUST BE STORED IN A LEVEL AREA AND STICKERED APPROXIMATE..Y EVERY 6 FEET. IF THE MATERIAL IS 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. � I a 14' -9� 14' 2r 7' _3r 7' -3 ' 7' -3 ' 7' -3r 2r 'o 3" 5$ „ X192„ GLULAM GIRDER MARK G1 3” G1 29' -7" 2 REQUIRED INDUSTRIAL S3S 3500' R. CAMBER 24F -V4 " 5' -6r M r 2 j" 2A" r IE I 2' 4j• 4� 1 2" le x 2" SLOTTED HOLE ! 1 ! A 0 m y MARK S3 4 REQUIRED STEEL ASSEMBLIES DO NOT REQUIRE SPECIAL INSPECTION. NOTES: S4 r 2r 2r • , ! i 4" " sOL k. EQ. 12" EQ. 4 "0 - SLOTTED HOLE z ARCHITECTS GINEER /CONTRACTOR: THE WELDED STEEL ASSEMBLIES ON THIS PROJECT MAY REQUIRE SPECIAL INSPECTION AS REQUIRED BY THE BUILDING CODE. THE SPECIAL INSPECTOR SHALL BE EMPLOYED BY THE OWNER OR THE ARCHITECT /ENGINEER. PLEASE PROVIDE THE FOLLOWING INFORMATION: STEEL ASSEMBLIES REQUIRE SPECIAL INSPECTION NAME OF INSPECTION AGENCY: CONTACT NAME: PHONE NUMBER: NOTES: x Lo _[ i 2§040101 N ca a me IL \ \"�►�� ` • M a r as STEEL DIAPHRAGM -- MARK S5 MARK S5 1 REQUIRED ?" 4P 44" 2" 3" L. 3" Y co 0 CL 00 40 C) C) C> 0 DESIGN CRITERIA DESIGN CODE 2003 IBC LIVE LOAD 100 PSF VEHICLE LOAD 5000 LB� WIND LOAD 90 MPH EXPOSURE C PER CODE ll'-2" IN TO IN ABUTMENTS SEISMIC LOAD SITE CLASS D 1" CLEAR ll'-O* OUT TO OUT GIRDERS ;CLEAR GLULAM SPECIFICATIONS MATERIAL WEST COAST DOUGLAS FIR 24F-V4 OR COMBINATION 2 AS NOTED. ADHESIVE 1007.WATERPROOF PHENOLIC. 2r 2-9r A 2'-9r& 2'-5� & 2r & FABRICATION AS SHOWN & NOTED. MACHINE INCISE ALL GLULAM MATERIAL. APPEARANCE AS SHOWN & NOTED. ,,r GAP, TYP. — - — - — - FINISH SEE TREATMENT SPECIFICATIONS. GLULAM GIROER — Gl AJO PROTECTION NONE, 0 Gl 0 31*xg - R-A CERTIFICATE A I TC 117-2004 APA-EWS. ---------------- ..... ...................... ------------------- ............. 0 GLULAM MATERIAL INCLUDES GIRDERS & DECK. \- vo lro 4 34 , Gl ll'-O" 2 REQUIRED INDUSTRIAL S3S CAMBER 5000'R 24F-V4 STEEL SPECIFICATIONS Sj_/ STEEL SHAPES ASTM A-36. HARDWARE ASTM A-307. HOT DIP GALVANIZE ALL STEEL SHAPES AFTER FABRICATION. FIELD RIP END PANEL HOT DIP GALVANIZE ALL HARDWARE. TO WIDTH AS REQUIRED D), I ALL WELDING TO BE PER AWS SPECIFICATIONS BY CERTIFIED WELDERS. (APPROX l'-Or) T?. TREAT ALL FIELD MODIFICATIONS WITH COLD GALVANIZING PAINT. TYPICAL, EACH END V TREATMENT SPECIFICATIONS ALL DIMENSIONED CUTS AND HOLES IN TIMBER MATERIAL SHALL BE MADE PRIOR TO PRESSURE TREATMENT. TREAT ALL FIELD CUTS AND 5'-8r BORES WITH COPPER NAPTHANATE IN ACCORDANCE WITH AWPA SPECIFICATION M4. 2x1 GLULAM DECK — MARK Dl ro --------- TREAT GLULAM MATERIAL WITH PENTACHLOROPHENOL IN LIGHT SOLVENT PENTA TO A MINIMUM NET RETENTION OF 0.4 PCF, PER AWPA SPECIFICATION Sl tn 7 C28. ISSUE CERTIFICATION OF TREATMENT. —NOT I CE— Gi ol — -------- -------------------------------------------- ---------------------- ---- — - — - — - THE GLULAM ON THIS PROJECT IS 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 THE Dl 6'-0 9 REQUIRED INDUSTRIAL S1S2E NO CAMBER COMBINATION 2 PRESERVATIVE BY WEARING GLOVES, LONG SLEEVE SHIRTS AND IN SOME CASES, A FACE MASK. TIMBER TREATED WITH PENTACHLOROPHENOL MAY EXHIBIT A BLOOMING OF THE DRIED CRYSTALS ON THE WOOD SURFACES FOR SEVERAL WEEKS AFTER INSTALLATION. THESE CRYSTALS CAN BE BRUSHED OR WASHED CUT-AWAY BRIDGE PLAN VIEW OFF THE SURFACES OF THE BRIDGE, SUCH AS RAILING OR OTHER 2 3� 3r 2" SURFACES SUBJECT TO PUBLIC CONTACT. THE BLOOMING WILL NOTE: THE GLULAM DECK PANELS HAVE A RESAWN FACE AND ARE USUALLY DISCONTINUE AS THE WOOD REACHES EQUILIBRIUM WITH THE INSTALLED WITH THE ROUGH SIDE UP. HOWEVER, IF THERE IS AN APPEARANCE PROBLEM WITH THE RESAWN FACE OR IF THE PANEL IS ATMOSPHERIC CONDITIONS. CUPPED, PLACE THE BEST SIDE FACE UP OR THE CUPPED SIDE FACE 4 CARDER TO ABUTMENT! x ir IT MAY BE DIFFICULT TO APPLY CERTAIN PAINT OR STAIN FINISHES DOWN. THE DECK IS DESIGNED WITH A r GAP BETWEEN THE PANELS. SLOTTED HOLE TO PRESSSURE TREATED WOOD. WOOD TREATED WITH LIGHT SOLVENT LAY OUT ALL PANELS AND ADJUST TO A UNIFORM GAP BEFORE 1 STEEL BEAM SEAT - MARK Sl PENTACHLOROPHENAL SHOULD NOT BE CONSIDERED AS PAINTABLE FASTENING ANY PANELS DOWN. FIELD TRIM END PANELS AS REQUIRED. 2 3/4*0 x 9 1/2* ANCHOR BOLT (BY OTHE 1 3/4*0 x 5* MACHINE BOLT UNTIL ALL SOLVENT HAS ESCAPED , AWSIRECOMMENDS USING A PENETRAT PIGMENTED STAIN THAT DOES NOT FORM A COATING 4 3/4 CUT WASHER ON THE WOOD SURFACE. IF BRIDGE MATERIAL IS TO BE STOCK PILED AT THE SITE, IT MUST BE 18 DECK TO GIRDER STORED IN A LEVEL AREA AND STICKERED APPROXIMATELY EVERY 6 FEET. iF THE MATERIAL IS STORED IN A HOT, DRY CLIMATE, IT MUST BE 3 5/16 x 5 DECK SCREW COVERED WITH PLYWOOD OR OTHER MATERIAL TO PROTECT IT. FAILURE r t ul l4 A re 11 3* il 3" t, TO STICKER AND COVER MAY CAUSE WARPING AND EXCESSIVE SEASONING CHECKS, N to N x @ Gi @ SLOTTED HOLE Si BEAM SEA MARK S Si MARK Sl 4 REQUIRED BRIDGE ELEVATION ARCHITECTLENGINEER 11'-2" IN TO IN THE WELDED STEEL ASSEMBLIES ON THIS PROJECT MAY BACKWALLS REQUIRE SPECIAL INSPECTION AS REQUIRED BY THE 2' -104* BUILDING CODE. THE SPECIAL INSPECTOR SHALL BE EMPLOYED BY THE OWNER OR THE ARCHITECT/ENGINEER. MIN. 31* 31" BRIGE 3j" 31' PLEASE PROVIDE THE FOLLOWING INFORMATION: ABU ENT STEEL ASSEMBLIES REQUIRE SPECIAL INSPECTION NAME OF INSPECTION AGENCY: CONTACT NAME: cl PHONE NUMBER: 4" 3 MIN. NOTES: 6 I m SYMMETRItL ABOUT STEEL ASSEMBLIES DO NOT REQUIRE SPECIAL INSPECTION. P 6N rO x 9r ANCHOR BOLT NOTES: q (BY OTHERS) 21" GL LAM DEC K CL ROUGM SIDE UP) 3rx9" GLULAM CARDER C14 T —STEEL BEAM SEAT ABUTMENT WITH ANCHOR BOLT LOCATIONS T _ SIGNED: (YESIGN BY OTHERS) FIRM: 2'-10 --- 7w % ml&ll *u. at MANUFACTORM *wm. 00*14" BRIDGE SECTION 0 .MIDSPA A BUTMENT PROXCT• ALPINE BRIDGE REPAIRS zo� R LOCATION: VAIL, COLORADO '., #p, WESTERN WOOD 11' BRIDGE `'� STRUCTURES, INC. ARCHITECT. - ENGINEER: 10/10/08 PER APPROVAL JB P.O. BOX 130 TUALATIN, OREGON 97062 CONTRACTOR: BETTY FORD ALPINE GARDENS 9/09/08 PER CUSTOMER FAX JB 503/692-6900 FAX 503/692-6434 DRAW BY: JB DATE _97�08 084041 9 ADD CODE PER CUSTOMER REQUEST RBK AFFILIATE 800/547-5411 CHECKED BY: SP DATE 08L01/08 NO. MEMBER PLOT DATE I SHT. 14 INO. DATE REVISIONS By DATE PRINTED: 1�08� 1 1 OF 2 Date Printed-, 10/10/08 JB J_ RE CD EL 0 co cli CD co ui co cm � HELD RIP END PANE TO WIDTH AS REQUIRED TYPICAL, EACH END 1" CLEAR Eno lor 17'-2 IN0INABUTMENTS �� ,� S2 C2 / � � 5rxl2 GIRDER STEEL BEAM SEAT rmx9r ANCHOR BOLT (BY OTHERS) m RE 7' �ACKWALLS �n -J | a. S2 m �:L - Fi t - __ - - — - — - "^ 4 GIRDER TO ABUTMENT 1 STEEL BEAM SEAT - MARK S2 3 1 8]Y 4 3/4 CUT WASHER 28 1 DECK TO GIRDER 3 | 5/16 w 5" DECK SCREW ! ABUTMENT WITH ANCHOR BOLT LOCATIONS BY ` � | min � �� STEEL ASSEMBLIES DO NOT REQUIRE SPEC INSPECTION 2003 PER APPROVAL ADD DESIGN CODE PER CUSTOMER DESIGN CRITERIA DESIGN CODE IBC LIVE LOAD |OO PSF. VEHICLE LOAD � 5000 Lk WIND LOAD 90 MPH EXPOSURE C PER CODE SEISMIC LOAD SITE CLASS D GLULAM SPECIFICATIONS MATERIAL WEST COAST DOUGLAS FIR 24F-Y4 OR COMBINATION 2 AS NOTED. ADHESIVE 100% WATERPROOF PHENOLIC. FABRICATION AS SHOWN & NOTED. MACHINE INCISE ALL QLULAW MATERIAL. APPEARANCE AS SHOWN & NOTED. FINISH SEE TREATMENT SPECIFICATIONS. PROTECTION NONE. CERTIFICATE A|TC 117-2004 / APA-6WS. GLULAW MATERIAL INCLUDES GIRDERS & DECK. STEEL SPECIFICATIONS STEEL SHAPES ASTW A-36. HARDWARE ASTM /-307. HOT DIP GALVANIZE ALL STEEL SHAPES AFTER FABRICATION. HOT DIP GALVANIZE ALL HAR0WUlE, ALL WELDING TO BE PER AWS SPECIFICATIONS BY CERTIFIED WELDERS. TREAT ALL FIELD MODIFICATIONS WITH COLD GALVANIZING PAINT. TREATMENT SPECIFICATIONS ALL DIMENSIONED CUTS AND HOLES IN TIMBER MATERIAL SHALL BE MADE PRIOR TO PRESSURE TREATMENT. TREAT ALL FIELD CUTS AND BORES WITH COPPER NAPTUANATE IN ACCORDANCE WITH AMPA SPECIFICATION hN. TREAT &LULAW MATERIAL WITH PENTACHLQROPHENDL IN LIGHT SOLVENT PENTA TO A MINIMUM NET RETENTION OF 0.4 PCF. PER AWPA SPECIFICATION C28. ISSUE CERTIFICATION OF TREATMENT. —NOT |CE— THE QLULAW ON THIS PROJECT IS 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 THE PRESERVATIVE BY WEARING GLOVES, LONG SLEEVE SHIRTS AND IN SOME CASES, A FACE MASK. TIMBER TREATED WITH PENTA8HLORDPUENOL MAY EXHIBIT A 8L00W|NG OF THE 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 BLOOMING WILL DISCONTINUE AS THE WOOD REACHES EQUILIBRIUM WITH THE ATMOSPHERIC CONDITIONS. IT MAY BE DIFFICULT TO APPLY CERTAIN PAINT OR STAIN FINISHES TO PRE3S8URE TREATED VN}0D. WOOD TREATED WITH LIGHT SOLVENT PENTACHLOROPHENAL SHOULD NOT BE CONSIDERED AS PA|NTABLE UNTIL ALL SOLVENT HAS ESCAPED. WWS| RECOMMENDS USING A PENETRATING PIGMENTED STAIN THAT DOES NOT F08W A COATING ON THE WOOD SURFACE. IF BRIDGE WATER/AL IS TO BE STOCK PILED AT THE SITE, IT MUST BE STORED IN A LEVEL AREA AND ST|CKERED APPROXIMATELY EVERY O FEET. |F THE MATERIAL }3 STORED IN A HOT, DRY CLIMATE, IT MUST BE COVERED WITH PLYWOOD OR OTHER MATERIAL TO PROTECT |T. FAILURE T0 STICKER AND COVER WAY CAUSE WARPING AND EXCESSIVE SEASONING CHECKS. ' 0 SLOTTED HOLE BEAM SEAT - MARKS2 MARK S2 4 REQUIRED SLOTTED HOLE THE WELDED STEEL ASSEMBLIES ON THIS PROJECT MAY REQUIRE SPECIAL INSPECTION AS REQUIRED BY THE BUILDING CODE. THE SPECIAL INSPECTOR SHALL BE EMPLOYED BY THE OWNER OR THE ARCHITECT/ENGINEER. PLEASE PROVIDE THE FOLLOWING INFORMATION: 0 STEEL ASSEMBLIES REQUIRE SPECIAL INSPECTION NAME OF INSPECTION AGENCY- CONTACT NAME: PHONE NUMBER: COP PROJECT: ALPINE BRIDGE REPAIRS la m aem� i 17' BRIDGE ARCHITECT- coNTRAcToR: BETTY FORD ALPINE GARDENS DRAWN BY. JB DATE 07L31/08 CHECKED BY: SID DATE 08LO1 L08 DATE PFUNTED: 3 " 3 * SYMMETRItL ABOU boyle engineering, inc. 1650 e. vail valley drive falldd8f, unit c-2 vall, colorado 81657 (970)47 ' 6-2170 fax (970) 4,76-4383 September 22, 2008 Ann Kurronen Betty Ford Alpine Gardens 183 Gore Creek Drive Vail, Colorado 81657 Subject: Footbridge Concrete Abutments Betty Ford Alpine Gardens Vail, Colorado Dear Ann: At your request I have, made a physical inspection of the existing concrete abutments for the footbridges at the Betty Ford Alpine Gardens, Specifically, I studied the ' three bridge locations at the primary water feature in the gardens. The bridge has been removed at the longest span over the pond, but the other two short bridges are still in place over the cascade above this pond. Cast-in-place concrete abutments have supported all three of these bridges. I scrutinized two abutments at all three of these bridge locations during this inspection. The purpose of this investigation was to determine if these abutments have the structural' integrity to support new bridges at all three locations. I was unable to Visually assess 100% of these concrete structures during this inspection due to stone and wood that was partially covering the concrete, However, I was able to observe enough of the concrete at all six of the locations to arrive at a reasonable assessment of their structural condition. Based upon what I observed, I am 99% certain that the concrete in all of these abutments is structurally sound and that they will be capable of supporting the new bridge structures. Since this conclusion is based upon a partial observation of these structures, it may be prudent for me to make one more visit toy the site once the existing bridges are removed and I can view all of the exposed concrete in these abutments. Feel free to give me a, call if you have any questions or comments on this Sincerely rs 0% T. Boy ngine Timothy President TMB/dn . ... .... TR R 6' ENI.W� D, A] N TO IALK AND MOTH OF W C-R 1 V G E MCKING« K 7-r- CICNCIRJ�-i E RAVEMEKIT *SA IFIZEF-1111^ 'AY qP ;2 O.C. E.A. tN 4-4� ISLIP JOiN DONE 7. � .3f Y ........ .. . ... 1 �P,4, 1/0d� j 4$4 0 12' -C, N1 CONT. *PA1.^^1'NG DRAUN �C%ROaVE$ FORMED A '% 0 A " AWTM 'V 1 sA[.L END INTO T0F OF ALL BETWEEN • • E.A. '14" LOG STRINGER, . 'ONCRETF A.5U*rM-N N-Al L- ;, BU-100 Psi CONCIRMIre MIN, . #B RE AR es 124' WORUZONTAL. 141 Q " V" MIN, OF 3/4' K, UN C)F.R 504- FA15R.IC 0 (2 MESH 1 6 04. FAC �U A, 2 2 4 10" EA. DIRIECTIO'N NI! ItA1 Now M I ♦ A 4"' -SOCKED DRAIN T I L E WONP'f" 'G5 RE F-1 URAMN .01`-1PACTFr,) TO 1 16% SPD i COMPAQ! ED 6UDGRADF. b T S k.J A UTMEN ECTle%N F 1/2 P-00 P0, $ 5%r1v f, A' L- U- 11111 S . ...... .. IIN O.C. t �� - CONCRET5. ABUI'MENT KIAL.I.. W* " �-W •WAP oft" .1500 PSI CoWc*R i-!,'Nr OWN Mao -IM ftm am bow Mift "M MW 4 T, Va 0;W ... ......... 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