Loading...
HomeMy WebLinkAboutPOUDRE TRAIL RETAINING WALL NORTH SHIELDS STREET BRIDGE TRAIL EASEMENT - Filed LSP-LAND SURVEY PLATS - 2010-03-15O i i Z o W Q W � W Z W L /n v zJ L L Q a W W `W L L Wuj O L J L C° CC ' MIA m U II� J u u O O U Z Z _ a a m .s m PROJECT NO. 1471-JBIC- 34-4[02 ,o e' M r 1 A S'(EF L-. PC.ATE 114 + s44 O ��JJ T VP otT• 3" (�ONCv CATdLoy NO. 3: T IZ51Z OK F-40^L, W/ 4" EmBEpME.NT.CTyp.) m6 Na E y (Tyr. Of 4 DETAIL D' N•T.S. z'/z "O. o PoSI I 6"xb x;/C A4LY. S-rae[_ (TyP. of 4) PI✓TA)L'G N•T.S• TYPICAL- POST MOUNT 1 e mo' - o" -p 2'/2"0 D. PoST • 11• q' 6'A IA"..STTF -o '1�"/J HOLE-• (YyP of 4 ) PF TA1L'A N•T, T`1PICAL- RAIL MOUNT moo..— •T—T— ° •T- S£EALSp DETAIL:E �REGAST GoNLRETE NEW WAIL TON s I '� - -' '• t/2"o Nou- 4 VZ"O RAMSET TRUBoI--r ��•� i "/ J/ rUv ° O A. ;' x 034LDIy C.ATAL-o4 NO, T IZ51L aR .'•l ,I.IP . R _ '•• °:'• "UAL-,,o/¢"EMBEt;,mE-NT.(Tfp. l 4p, �. . L e i1.1 \ ' e . •n Ab 5ARS < I' D" .ONy EXLS'fiNG W 2%z"o.v FENCE. TOS1 O N y b" DETAIL F� N-T.S• FENCE POST FOUNDATION 11' .e(o SARS -fop 4 BoTTom Or, E5ARS ToP � BOTTOM FOOTINCy `rrE:l;L FooTINCI �lfEE-L �4 LSARS TOP4- no?7oM of 6ARS _rr SoTToM FOOTING STEAL FODTIN(q 'slEEL %L"FGpJ(13LE PREMOL.o6p JO/NT FILLERL��n EX PAN54ON .)0INTS, FVLJ- SOINY HE1yHT• _ o O ' T b' 315" WA-r (STOP (C.E-MTE/4 80L6 HOLcow) SERVICED OM AVPI[ovED EQUAL. .4 1 SFr, oJY/ N•T.S. Lr / JDINY'•X' ' b^ 6• r(ooRf4'BARS-VERT. WAL!_ STEAL. 'V¢gARS-I.10AZ WALLS-fEZ-A_ ti A e f0 e , to ♦ G a,•,, - I!2^� H01-E �1 -. 0'-b"c.oNbl X3"(.LV•Ir, CAT. 'a -; NO. T IZ511 oR PLAN - RETAINING WALL- uolLe ,. , a✓AL(Typ) N.T.S. (Typ'of4) 4" 4 tAl'AA 1 TAI�'8" G ' • 1 = D PRECAST CONCRETE- '°'-- N•T. S. PANEL - TAIL N.T.S. (o to -7"fp. 2�2•O'� P051-� /1S/S"O.D. TOPRAIL Ix y �r \\ o� i �— 44 E/AEEDM EN r .3 �T,hUvv�81' • 'tiQ.9 v ELEVATION- 4KETAIKIKC-4 WALL N.T.S. , NOTES: 1. CONCRETE SHALL BE CDOH* CLASS A. 2. VERTICAL EXPANSION JOINTS IN 'WALL SHALL BE AS SHOWN IN PLAN, SHEET 1 OF 2. 3. VERTICAL EXPANSION JOINTS SHALL BE 3 INCHES DEEP AND SHALL BE PLACED AT 30 FEET MAXIMUM HORIZONTAL SPACING. 4. STRUCTURAL BACKFILL, CLASS 2, PER THE CDOH* SPECIFICATIONS, SHALL BE USED FOR THE RETAINING WALL BACKFILL, ' 5. STRUCTURAL STEEL, EXCLUDING RAILS AND POSTS, SHALL BE ASTM A36, GALVANIZED AFTER FABRICATION. 6. SEE SHEET 1 OF 2 FOR ELEVATIONS OF TOP OF RETAINING WALL. 7. FENCE POSTS SHALL BE PLACED AT 10'-0" MAXIMUM SPACING, 8. ALL CONCRETE ANCHORS SHALL BE 1/2" DIAMETER RAMSET TRUBOLT WEDGE ANCHORS, COMPLETE 'WITH BOLTS, OR EQUAL. 9. PRECAST PANELS AND FENCE SHALL BE CENTERED ON RETAINING 'WALL. * CDOH = COLORADO DEPARTMENT OF HIGHWAYS j } O 0 3' _ 3" ° 1 i `'/8 "� HOLE (7yp. �f 4 ) 4 �^ r"e'v. sTBU, PL'aff- VE"TA I L S j e a "IC CoNCR MoR7 Ry/ Oa PR�CAS ETE .�\��j�j '•e' JOINTS 1. .I lo'Wl.Re ASPHALT 1 TRAIL ,o :, r•' L (CIA4'x4.4,L 3/S'�x 0=1o"(4Ni �\\\ •'O.G LVAN IZED eJ� r WH7o bE �% /Z e t e a `O e ` 2'ct. • RIP RAP e Z"CG, 2�6"SPLICE, •e •• + 2�0"Spuc% . ' e - ..••y, - •; GLtTOFFS To 6E POU)Re-P - .. - . •.' ' ' a •i; AGAINST FAR714 ToP 0 00rroM : -•' �4'S /2 "O.C. a * • . -. 4 CONT TYPICAL WAI.t, SECTION v2" 1=0° s A c o_ U) c U a� 0 0- DATE -Ob t SCALE As a NvTE O C DRAWN Rp1�i c° O CHECKED 0 — In APPROVED_ O N O r� J N 3 -Uo' 0 It- 11 N z o 0 a v h 3� T c ca Z z ui U U O tc •,�1 l ., ILitc tc a`1 11� 11n I tc c w ca E m '+ z v w J oT U F o a PROJECT NO. t 1477- JOIC-39-462 v+ 3 SHEET 2 OF 2. Lo H