Attachment_1_-_Info_-BOR_Rio_Chama_Trail_Staircse_As-Builts_0002.pdf

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A---- 1 .1 i j, o2'` E `

Y- 2,060, 90928 o

Trail and foot bridge

01130 location across X= 367,965./ 1

Rio Chama.

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I I

1 Heron Dom

R. 0.W

1 NOTES

I All distances are c ni Q ground distances and

0 bearings are true bearings.

rno0 Coordinates are in New W Mexico State Plane

1 Coordinate System, Central

I Zone.

1 Coordinates where token

0 from U.S. S. R. drawing number 465- 528- 1139 doted June

N. 1 30, 1967.

o0

N

100 9 290 400 600 800

SCALE OF FEET

1 C ALWAYS TUInK SAFETY

I UNITED STATES

DEPARTMENT OF THE INTERIOR

BUREAU OF RECLAMATION

SAN JUAN- CHAMA PROJECT, NEW MEXICO

39 • HERON- ELVADO, TRAIL AND FOOT BRIDGE

LOCATION MAP

DESIGNED_

r

SUBMITTED_________

DRAWN ie*. l...4--_ RE GONNE NO£ 0_____

CHECKEO APPROVED____

ALBUQUERQUE, N. M. OCT. I, 1979I 4 6 5— 518— 8

1- 1 E i PAM 6 VZ ( 95

Gr4TID%

MAISVAN

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12 -

INDEX TO DRAWINGS

Title Sheet and Index to drawings

2 , Site Layout Plan and Profile

3. Details for Cables

4 . Details for Single- Say Layout

5 . Details for Abutments

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ABUTMENT I

Conneiction Elev, -x 21 4 01 OD OD Co cq

0 CM

14BUTMENT NO . 3'

Coiarvection Elev ,-:: 26 , 0

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QD

ontrzi 0 j th Slope -u I R'e bi r

A t,1\ p Po i ev ,=uj1-

0Rebar, Y 21 22 23 24 25

E 1, 12 f 3 1, 4 2 3 1E 1 e v 17 , 161 7 t, le V , 17 c U q ABI TMENTINO , / 6r G1

MVTMkNT k) K L m s 0 IP

L wer lbprio 4but . No rt "a)r,L., ol 6, r pp I I0' a c e 92 , E 101

4", u t A)

A& LIT" NT NO 4

ABUTMENT NO , 2

Conr e t i on E I e v ,- 20 , OC,anrm,, c i on El e v , 18 5 ZFE

LIZUIJ ALL LUSTANGES ARE MEASURED TOSCALE: 1 " 110" Horizontal THE ABUTMENTS CONTROL POINT , SEE' ABUTMENT DETAIL SHEE"

Verti cal fo t- 11111-

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PLATE I SINGLE PLAN PROFILE DOTTED

CHARLES BRUMING COMPANY SITE LAYOUT PLAIN and PROFILECHAMA FOOTBRIDGE MAK M UiSA SHE E 71'

421OF 5

Uipper Primary Cables 1 12" clip 3 at 3141", CABLES wr

7=, 7, IT"-

1=

77,77,7117,177, 117/1,17711171- I M

8RZDGr DZMEUSZONS: The bridge has a clear span of 1741 4 his measurement is from lower abutm nt face to

T 17' i Sopposite lower abutment face , The bridge consist of 31 identical bays, each 51 - r 11'2111NOR S" I distance is measured between vertical support cables ( Cradle Cables) . All other dimensions can be taken off the detail sheet provided with this set 0plans , oint " C" Z'

UPPER PRIMARY'

GABLESCUP, C) These 04" diameter cables carry the entire weight of the bridje , They are attached to dead weight footings ( See abutment detail sheet) , located on the side slopes of the canyon walls , Thimble , Once the cables are in their proper position, ' the UPC,' s, CC' s and the staple connection into

Point " C" the 4" x 4" ( one side only) , will all be sharing the same planer alignment . The planes J ll(,?ff clip one for each side) are at a 30" outOerd orientation (It .& NJ . The UPCIs attach directly

14''' thimble connecting to the closedto the south abutments by placing the cable over aheavy S swaged sockets ( abutment connection and end of UPC) See details this sheet . CableM groupings shaD be pre- tensioned and clipped with 1 12" clips before being raised inioplace , A_ 30 LOWER PRIMARY

92" diameter cables that do not support the structure . They" re primary purpose is

02H Cup CABLES ( LPG) These are to act as a stiffner and construction aid , They attach to the lower approach abutments as shown on the abutment detail sheet , Theie two cables are attached to the structure by use of U- balt connections against a clip- base .

CRO& V SUCTION OF

cAsix PArTERN CRAXE CABLES These are 112" diameter cables ( fiber core) that link the UPC and the wooden structure together ,, Uj

They are fastened to the UPC as shown by the detail an this sheet . These CC' s attach to the structure similarly to the LPC, by use of U- bolts and clip , bases , The lengths of these cables

Cradle Cable are listed in the table below, The A cable is eaual to the length of the AA cable and so on , to

1/ 2" Diaj Cable identifilcatipn is from sheet No , 2, site layout , TURNBUCKLES The turnbuckles are requ4red for the fine adjustment of the bridge" s vertical alignment

The placement of the turnbuckles and their designated sizes are specified in the table below , CRADLE CABLE CONNECTION

Typical)

LL

CABLE CONNECTION

leiDetail similar for each ( 3 total each abutment)

3/ 4A diameter cable . Cable shall be separated A

121 - 0" back from abutment connection

D /

NCE

Uside of eye( P,t4" x 4" toCOUP 1. IF 8") to inside a3/ 411' Turnbuckleinside of turn-

1 VlSu b- T a t a I Total Length j buckle( Pt W) with reouiredliclIP( Pt " Q) one side) cable only)Overlap N opening overlap 1' 10

4, ' Y 11 . 0") A, 3 14" 91 - 11 " , ( 21 - 6") IF 1 -, 5" 341 - 10"

0, x 1 41 - 00, 0 1 - 01) A, 3 112 K- 47 , ( 21 - 6") 151 , 1001

31WITERR PRIMARY CABLE CONNECTION

AT SOUTH SLOPE ABUTMENTS

C, W 41 - 04 1 V - 01) A 3, //,Ppl V61 - 8", ( 21 - 6") 141,- 211 281 , 41P

0, V 41W, (1 1, 0") 4 3 51 - 4", ( 21 - 6") 121 , 1014 251

No Sicale E, U KnOu, ( 11, 01) A, 3" 41 - 2n, Ill - 81 23 1 Of

F, T 11 - 0") A, 3 '/ 2 Of 3' - 0", ( 21 - 6" ) 101 , p 211 - NO

G, ' S V Ox, ( JI - 0% A, J 5/ 8 21 - 3n, ( 21 - 6m) 91 , qf! 191

Pf, R 41 - 0", CK- 01) 4, 311 1 ' - 5", ( 2 1 W0 6, 11 A! 171

1, Q 41 - 0" , ( 11 - 01) C, 6 04" 0 V o'!

i, P 41 - 0" , .( I I QQ G, 201 01 0H oil 101

K, 10 31 .

0" , 1 1. w) 8, 4" 01 a" 90 - V TurnbucHe ( Jaw- Jaw)

L, IN B, 2 04 Lo 41 - 81' 91 , 4"

I Oil 41 - 91 9 - 4

31. 8", ( non) 0, 1 112

ISO

02" diamiter cable req . for cradles 5011 - V

7-, Z

TURNBUCKLES ( EYE and EYE)

314" CIJ p s 4 . 112" 6" Take up

UPPER P,RIMARY CABLE CONNECTION 8 518" V Take up

AT NORTH SLOPE' ABUTMENTS

Q 518" 9" Take vp

No Scale

JOB INC) Urs - 13

DATE jumE ws

SHEF a u 5 point " BU

HA RUWA R E NO TES

Prefabricated Plate: 5" WAS"; square holes punched to accommodate 290" carriage., w:

zi, E' Wm"' bal V Platelocatedboth sides of handrail/ guardrail

M2 Prefacricated Plate: Base - 3010% / 8" w i t h 9116" hole punched for U- bol S , 7777" - I Angle Zran welded to Base Plate wit 1116" hole for carriage bolt connection , Prefabricated Plate: 004'' X40% 1/ 9n;

round holes punched for U- bolt connection , Prefabricated PIM—ate - 6 1114_013

203916" ; round holes punched for U- bolt fitting , clip aaa-&'- "N"; to hold 00" lower primary cable snug with U- balt , F) Carriage Bolt; 2 02" - 2180 diameter with 248" hexagonal - head nut , poi n t

Carriage, Bolt; 4 11211 11", diameter With 200", hexagonal - head nut, U- bal t; 6 02" x 348" diameter with ?- "',18* hexagqnal - head nuts

41Machine Bolt; 8 3118" diameter with 2 washers and 18" hexamal - head nut , Lag Bolt; 4" x 31' 8" diameter ( head to be inset into 2" 1 10")

GalvanizedNails: 16 p . ( used for ini tial materi al posi U aning) L

Galvanized Staple : 2 02" ( located at end of Plated, tiopasitian cradle cable)

Z.- Galvanized Staple: 2 02" ( located mid- point, center of 4" x 4" for cable positioning) 1/ 2N Cable Clips:

CO) Turnbuckle, Eye and Eye, 1/ 2" diameter 6" take- up

Carriage Bolt; 6 02 IS" Diameter wi th 349" hexagonal - headnut .

Lag Bolt; 4" x ' 18" diameter at 11 - 0" an center , QjOcolsee noteVIN)

Uj 47 0

A Q 5 112U 40

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A` 111'

ON

A place Turnbuckle here, T botb sides, See note

V,1, IN

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5E C"r I ON B B

WOOD NOTES

SE 6 M"'TA IL lN

ELOW

A

Q> Full Cut Cedar 2 f

X 12" X 1650"', 3 Redwood ( Finish Citit ) 11211 x 3 1/ 2" x 54" Top

4 pre- drilled if; 2" diameter holes to be cut flush in place . One ( 1 ) pre- drilleq in plank before placement . 2 at hole at lower end . Hole to be centered and I , ' 4", each end as shown, in from the end, V F ill Cut Cedar - 2" x 4" x 42" , Four pre- drilled Y6" holes as shown on above plans, q: j

IN

Full Cut Cedar - 2" x 10" x 1340. Holes for U- balt are to be drilled a fter member is in place to, Turnbuckle ( See Not e placemen' t insure proper alignment , BoarKs ends are to be here, both sides Do located such that they will align with every other cradle cable , Opposite side member shall have its Points staggered, therefore, one joint at every cradle cable connection , Ion At? Full Cut Cedar 4" x 4" x 72" . End rounded to TOWull Cut Cedar fsame as above) accommodate item \ IN Pre- dri12 holes forWbol t

8 pre- drilled 1/ 2" diameter holes , using item as the template . Pre- drill holes 4 at each end as dimensioned below, for, nrachimie- b' iolt '318" 1"

N dia . ) as showIrl , Notch X 112, cut so that

92" diameter cable . ( See details)

V1 78 - 1 3JOB

DATE JJNE 1979

R e d wo W f 1 n 1 s h c ti t 12 x J

2 x 51 - 7

1/

0 WEET 4

with ends notched to accommodate 4" x 4" , Redwood ( finish Cut) 1112" x 3 00" x

111. 2u , One ( 1 ) Pre- driZZed hole at each end as shomm .,, SECTION A - A jLtl

P ti t 0 V win r I to FK a p w, pae, u n

05 Rebar to run through closed pend

4# 4 at 12" ia ,& socket . Positioned such ' that opposite end has 3 of cable exioosed, rrw . r yw a.

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Abutment' s ' superstructure by4 anchor bolts . Salt spacing Abutment exterior which lies surface, does not sholl be as shown , After cables have need to be form. May pour in place , been strung, winchesarsao be removed and stared. arle Bolts to be set by use of woodtemplate , of cedar shall then be bolted down in its place , Rebar pattern for msimilar o front and back , of thread d SEC T1 ON THROUG ABUTMENT CROSSr SCHEDULE wE

QVITHGENERALNar'

ES 1 . Concrete mix design shall be a 1 (6) sack ndx, 2 , Concrete to be hand vibrated . jo[31178-

13Top US of 101 JUNE 1979 E with exposevi anchor bolts

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LAYOUT ANCHOR BOLT & FOUNDATION' PAN BEAM FRAMING PLAN

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JOB NO 1116- k3 DATE PrF-5. 1° 160

SHEET CSF

EAST ELEVATION SOUTH ELEVATION

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