HomeMy WebLinkAbout86-5002-88 CONSTRUCTION PLANS GOLF CART UNDER PASS AT WHARTON WEEMS BLVD.0
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PROJECT LOCATION
N.T.S.
MORGANS
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CITY OF LA PORTE
MUNICIPAL GOLF
COURSE
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PROP GOLF CART z
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'PLANS
An ILI 11.W
WHARTON WEEMS BOULEVARD
PREPARED FOR THE
CITY OF LAPORTE
VICINITY MAP
KT. &
m
CLP PROJECT NO.:
11"
COUNCIL MEMBERS
Mayor: Norman Malone
Betty Waters B.Don Skelton
John Lloyd Jerry Clarke
Ed Matuszek Alton Porter
Deotis Gay Mike Shipp
City Manager; Robert T Herrera
A "(4) ( �� I
eESPEY, HUSTON & AS,SOCIATES9 INCe
hENGINEERING & ENVIRONMEATk- CONSULTAVS
HOUSTON,TEX,AS
MAY 1987
SHEET NO.
2
3
4
5
6
7
8
INDEX TO DRAWINGS
,DESCRIPTION
COVER SHEET
GOLF CART TUNNEL CROSSING
PLAN AND PROFILE
GOLF CART TUNNEL CROSSING -RETAINING
WALLS , STRUCTURAL PLAN AND SECTION
GOLF CART TUNNEL CROSSING- RETAINING
WALLS , STRUCTURAL SECTIONS
ELECTRICAL PLAN AND DETAILS
TRAFFIC CONTROL PLAN DURING
CONSTRUCTION
MISCELLANEOUS DETAILS
STATE OF TEXAS STANDARD GF(TD)-8o
METAL BEAM GUARD FENCE
Approved for the City of La Porte -
Robert T Herrera, City Manager
ae, - Soo Z r 4!�g Sheet No. I
97 4&
4" PVC SDR 26 FORCE
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PROP, TOP OF BERM--,__,
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PROP. SIDE SLOPE
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I NO. I REVISION
PROP CONTROL,,j
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PROP STM. SWR. INLET (TYP)
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DRAIN INV. (TYP) SLAB
EL.: - 4.31 INLET INV. EL.:-6.76
EL.: - 5.14 INLET INV. 10" PV.Q
EL.: -5.17 INV. EL: - 5.18
SECTION A -A
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DESIGNED BY'. NED
OF of
DRAWN BY:
DDC
CHECKED BY: ... L .. .. . .... R1 ... TY
APPROVED BY: W84f
.... ......
DATE MAY 1987 04% NAL h
By DATE
10 ..
PROP
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(TYR)
OVERHEAD
LIGHT (SEE
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INTERIOR OF
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TOP/SUMP
FL: -126
4 to UNDERDRAIN (TYR)
—PROP SUMP PUMP
SEE DETAIL, SHT 7
(E EXIST. R
NOTE: RETAINING WALLS ARE TYPICAL FOR
SOUTH SIDE OF CULVERT AS SHOWN ON
PLAN a PROFILE.
NOTE: FOR ELECTRICAL DESIGN a INFORMATION,
SEE SHEET 5 OF 7.
PROR SIDE SLOPE
GRADE (3: 0---�,
m
CE PROP 4!'PV.C. FORCE MAIN
SLOPE TO
NATURAL GROUND
PROP. TOP OF BERM
I I —SLOPE TO NATURAL GROUND
3
NAT"RAI GROI IND
ESPEY HUSTON ASSOCIATES. INC*
Enailyeerinea a Elwirmmental consultants
HOUSTON , TEXAS
CONCRETE NOTES
-1. CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR
REINFORCED CONCRETE", ACI 318.
2. DETAILINGt FABRICATION AND ERECTION OF REINFORCING STEEL
BARS SHALL COMPLY WITH THE ACI "MANUAL OF STANDARD
PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES"t ACI
315.
3. STRUCTURAL GRADE CONCRETE SHALL BE CLASS 1431, CONCRETE AS
SPECIFIED iAND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT
28 DAYSL OF 4000 POUNDS PER SQUARE INCH UNLESS NOTED
OTHERWISE. REFER TO CONCRETE SPECIFICATIONS FOR DETAILED
REQUIREMENTS.
4. DEFORMED STEF1 REINFORCING BARS SHALL BE GRADE 60 AND SHALL
CONFORM TO ASTM A615.
5. ALL REINFORCING STEEL SPLICES SHALL BE CLASS 1101 UNLESS
OTHERWISE INDICATED. STAGGER SPLICES SUCH THAT NO MORE THAN
25% OF BARS ARE SPLICED IN ANY GIVEN CROSS-SECTION.
6. THE FOLLOWING MINIMUM REINFORCING STEEL COVERAGE SHALL BE
USED UNLESS NOTED OTHERWISE:
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH .3il
CONCRETE E)�POSED TO EARTH OR WEATHER 211-
7. CONSTRUCTION JOINTS SHALL BE AS DETAILED AND AS LOCATED 6 N
THE DRAWINGS. ALTERNATIVE LOCATIONS SHALL BE SUBMITTED IN
WRITING TO THE ENGINEER FOR APPROVAL.
8. CHAMFER ALL E)(POSED EDGES OF CONCRETE 3/411 UNLESS NOTED
OTHERWISE.
9. CONCRETE PLACEMENT IN HOT OR COLD WEATHER SHALL CONFORM
TO THE REQUIREMENTS OF THE AMERICAN CONCRETE INSTITUTE AS
DESCRIBED IN ACI 305R FOR HOT WEATHER AND ACI 306R FOR COLD
WEATHER CONCRETING. REVIEW AND ACCEPTANCE OF THE PROPOSED
PROCEDURE WILL NOT RELIEVE THE CONTRACTOR OF THE
RESPONSIBILITY FOR THE QUALITY OF THE FINISHED PRODUCT.
10. FORMED SURFACES THAT ARE TO,BE EXPOSED TO VIEW DURING
NORMAL OPERATION OF THE COMPLETED STRUCTURE SHALL RECEIVE
A. HAND RUBBED SURFACE FINISH CONFORMING TO ACI 30 1, CHAPTER
10 PARAGRAPH ON GROUT CLEANED FINISH.
11. UNFORMED SURFACES SHALL RECEIVE A STEEL TROWEL FINISH.
CITY OF LA PORTE
MUNICIPAL GOLF COURSE.
GOLF CART TUNNEL- RETAINING WALLS
STRUCTURAL PLAN AND SECTION
SHEET NO. 3
OF 8
FILE NO. 10078
SHEETS
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RETAINING WALL
1/2o'PREMOLDED JOINT
FILLER
(PREMOLDED JOINT FILLER INSTALLATION)
CONSTRUCTION JOINT DETAIL
SCALE: 1/2 1 = f-O ..
DESIGNED BY: NED C17-Y OF, LA PORrE
SHEET NO.
4
DRAWN BY'. NED ESPEY HUSTON 81 ASSOCIATES. INC* MUNICIPAL GOLF COURSE
CHECKED BY: DDC W1 ...B .. ... ..... fl7goeering a f1wirawental Ca7SIROW5
8 GOLF CART TUNNEL- RETAINING WALLS OF 8- SHEETS
APPROVED BY: w8m . ................ . HOUSTON, TEXAS STRUCTURAL SECTIONS
NO. REVISION BY DATE DATE MAY, 1987 41 r FILE NO. 1007
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(TYR) CULVERT
PROR OVERHEAD
C PROP d CART PATH �rLIGHT (TYR)
(4 REQ D.)
PROP JUNCTION BOX-,
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PROP SUMP PUMP PROP dx Id CONC. CULVERI
2 11 C. W/ 11 -*12 THW
PROP 4, It DISCHARGE�,
—PROP CONTROL PANEL
PROVIDE 2 - 2!' PVC. LINES FROM �IV4 C.W/3-#6THWa[-#8THW
SUMP TO JUNCTION BOX FOR
PUMP CABLES SUPPLIED BY
MANUFACTURER.
\\,SERVICE POLE
LEGEND
CIRCUIT BREAKER
MOTOR STARTER
FLOAT SWITCH. (NORMALLY OPEN CONTACT)__
FS
CONTROL RELAY
CONTACTOR 120V COIL
MOTOR STARTER COIL
,Re
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RUN LIGHT
HO
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HAND, OFF, AUTOS WITCH-
AO�
TIME DELAY RELAY
0
ELAPSED TIME METER
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CONTACT (NORMALLY CLOSED)
—LTC
24 HOUR TIME CLOCK
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SITE LAYOUT- ELECTRICAL
SCALE: 3/16"= 0-0"
SERVICE POLE
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F
3P 60A
LIGHTNING
SURGE __4 ) 2P 20A
ARRESTOR
-/-+ %I. vy/ If- 35. le I rlVV7
I - # 12 THW` GND
T.C.
CONTROL PANEL
NEMA 3R ENCLSR.
) 3P 15A
-3
HIGH WATER
ALARM
I P IDA
TO
CONTROLS
JUNCTION BOX
WP 4 -
NORMALLY OPEN FLOAT
SWITCH (FS-1)
0 K)FS-2 INTEGRAL PUMP FLOAT SWITCH
SUMP PUMPS
ONE LINE DIAGRAM - PUMPS a LIGHTS
MANUAL
RESET
I FS4
(SEE NOTE 4)
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RECEPTICLE 43 HP
PUMP IN JUNCT BDX
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CONTROL DIAGRAM
NOTES-
1. FLOAT SWITCH #1 SHALL BE LOCATED IN BOTTOM OF THE JUNCTION, 1: — -------
BOX TO SHUT DOWN -POWER IF WATER SHOULD RISE INTOTF(E BOX.
CABLE TO FLOAT SWITCH #1 FROM CONTROL PANEL TO JUNCTION.BOX
SHALL BE WITHOUT SPLICES.
2. FLOAT SWITCHES #2 AND #3 SHALL BE LOCATED IN THE SUMP PUMP
WET WELL. R EVATIONS OF FLOATS SHALL BE DETERMINED BY THE
ENGINEER.
.3. CONTROL RELAY #1 SHALL BE LOCATED IN THE CONTROL PANEL AND
SHALL BE ACTIVATED BY FLOAT SWITCH #Ii WHEN AcrIVATEb, THE.
RELAY SWITCH SHALL SHUT DOWN ALL POWER TO TFIE JUNCTION BOX.
4. FLOAT SWITCH #4 SHALL BE LOCATED IN THE SUMP PUMP WET WELL
AND WFEN ACTIVATED WILL SET OFF THE HIGHLEVEI ALARM PLACED
ON TOP OF CONTROL PANEL-.
CONTRACTOR SHALL PROVIDE 10 1 OF SERVICE CONDUCTOR
OUT OF WEATHERHEAD FOR H.L.a P CONNECTION
TO 120/24OV, 30 DELTA TRANSFORMER BANK
I- T(
n--R,SE,R CONDUIT W/ WEATHERHEAD BY CONTRACTOR
1-1/4 C. W/ 4-#6
CONTROL PANEL W/ALARM LIGHT
2!� TREATED 12 1 TREATED WOODEN POLE
WOODEN POLE
ELECT METER UNISTRUT OR'EQUAL
INSTALLED PER
H.L.aR REQMTS.
I UN tllllj)IIL I'ANI
JE '2�
rS
SURGE ARRESTOR SQUARE 'D' #8 STRANDED BARE COPPER
J9200-10 OR EQUAL.
5 MIN. 3
V4 x 8 COPPER
L I
3/4%. W/ 3-#12 THW L_J Lj CLAD GND. ROD
2 It C. W/ I I - # 12 THW
ELECTRICAL SERVICE DIAGRAM
NTS
m
DESIGNED BY.' IVED ClrY OF LA PORrE
. ......... SHEET NO.
5
ESPEY HUSTON ASSOCIATES. INCO
DRAWN BY: NED III. * " "I, MUNICIPAL GOLF COURSE
*,****" * **-*** ** , . e,
A..... 0 .... ...... ..
CHECKED BY: DDC 67gifteril?g a EnVirOPIMM171 C=Ultaft ELECTRICAL
APPROVED BY: W84f OF 8 SHEETS
DAT3 DATE MAY, 1987 AU h HOUSTON, TEXAS PLAN AND DETAILS
I BY E
REVISION FILE NO. 10078
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LAPORTE CITY LIMIT
150't CONC. CART
PATH
1200 +
(SPUR 498)
WHARTON WEEMS BLVD.
130 PRECAST dxld CONC.7
BOX CULVERT
150 1 t CONC. CART
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THE SIGNS AND BARRICADES SHOWN ON THIS DRAWING CONSTITUTE:
MINIMUM REQUIREMENTS AND ARE NOT INTENDED TO COVER SPECIAL
CIRCUMSTANCES OR OTHER CONDITIONS THAT MAY'ARISE DUE TO�
UNFORESEEN FIELD CONDITIONS.
THE CONTRACTOR SHALL PLACE AND MAINTAIN SUFFICIENT
ADDITIONAL SIGNS, BARRICADES AND WARNING DEVICES TO WARN THE
- — PUBLIC AND PROVIDE FOR THE SAFE MOVEMENT OF TRAFFIC.,
3. WHERE PROJECT REQUIREMENTS ARE NOT FULLY SATISFIED BY THE;
STANDARDS SHOWN HEREON, THE ITEXAS' MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES" SHALL GOVERN.
.4. CONTRACTOR IS TO REMOVE DETOUR SIGNAGE AND BARRICADES
PROMPTLY UPON COMPLETION OF CONSTRUCTION.
5. SIGN SIZES, COLOR, AND LETTERING SHALL BE IN ACCORDANCE WITH
THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
6. THE CONTRACTOR SHALL NOTIFY ALL CONCERNED AGENCIES 48
HOURS PRIOR TO CLOSING WHARTON WEEMS BOLLEVARD (SPUR 498).
AGENCIES TO NOTIFY:
CITY OF LA PORTE ............... PAT OlMALLY ...... 471-5020
HARRIS CO. ENGINEERING DEPT, . LEROY HOWARD. ..*.487-2910
STATE DEPT. OF HIGHWAYS ........ BOB FRIZZEI ....... 869-4571
& PUBLIC TRANSPORTATION
DESIGNED BY NED ary OF LA PORrE
F SH T 6
ESPEY HUSTON 8k ASSOCIATES. INC,
DRAWN BY NED MUNICIPAL GOLF COURSE
Jr.!f ......... .... e,
CHECKED BY'. DDC d.w! IRA.- ..... E17giftelring a EnV*0nMe17t91 Ca7$l1#Wt$
w8m GOLF CART TUNNEL CROSSING OF 8 SHEETS
ROVED BY
DATE MA Y, 1987 AL HOUSTON, TEXAS TRAFFIC C ONTROL PLAN
NO. REVISION By 10078
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11 i Al"t - BANK SAND PLACED BEFORE PIPE IS LAID UP TO JOC3013001
FLOW LINE OF PIPE OR ABOVE MINIMUM DEPTH 511. 0.15 G
fIBII - BANK - SANDp_ --.THOROUGHLY RODDED2 PLACED AL./S.Y. TACK COAT
AFTER PIPE IS LAID. PLA" 6,
a CrRAIrfiff LIME STAB. COMPACTED
IICII - EARTH FILL PLA:CED TO NATURAL GROUND. ftt. SUBGRADE (6% LIME BY WT.)
Ml
s6crloN X_x -ASPHALT PAVEMENT
TYPICAL SECTION
NT.S.
(ALTERNATE BID)
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CHECK VALVE
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'IMIN. 5"
2%�
CONCRETE PAVEMENT
TYPICAL SECTION
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------- NT.S.
(BASE BID)
PIPE BEDDING DETA I L�
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STORM SEWER INLET DETAIL
N.T.S.
PROPOSED RAMP PAVEMENT DETAIL -
CULVERT
2,-0
PRECAST 10 X8,
4!'PERFORATED P.V.C. CONCRETE BOX
UNDERDRAIN CULVERT
(SDR 35 SEPTIC TANK BRIDGE COAT"
GALV. 1/4" It COVER W/ DRAINFIELD PIPE) INTERIOR
SIDE SLOPE GRADE 3IX2� HATCH W/ HINGE, HATCH
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NTS.
ClrY OF LA PORrE SHEET NO.. 7
DESrjt&D By NED
INC,
ESPEY HUSTON & ASSOCIATES. MUNICIPAL GOLF COURSE
N,
DRAWN BY:, — 0* F.
... : .... .... . ....... i. EnVftnMentOl Ca7SWOWS
BY: DDC IWIL I. .......... Engineering I
CHECKED GOLF CART TUNNEL CROSSING OF 8 SHEETS
J.
APPROVED BY: WBM Rs I
HOUSTON,TEXAS MISCELLANEOUS DETAILS
�FL E NO. 0078
DATE MAY 1987
NO. REVISION by DATE
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2 5`
��Terminol Anchor Post
and Anchor
Variable
'*NOTE This dimension measured to center of splice
when Terminal Connector is used,
Provide 4 additional Me! in end
of Terminal Rail Section,
8- 5/8" x 2" Bolts with 11111-2illilils 4* Washers
(2-2"x 3/iii'x I'-2W Platisis may be used)
C325crgocl�
700 2 12
Grade ? 4 .01 41 2
�x 4 '" 1 9-
Holes
-.0 4
;i3
L 6"x6"0/�'x It /'. " / I I I Top
Bent to 70' or 2 Es of 2 4
6 It x 6" x 5/f6" Welded to Anchor
It 11 5 ..
700 or 6 x 12 It Y16
Plate Bent to 700 '1 W 8 x IS
(2'- 4 " M I n.)
TERMINAL ANCHOR POST
NOTE: This Post requires 4 odditional Holes (Shop or Field)
in the Terminal Rail member with 8-%" Bolts and
V.osher Plotes as shown for attachment.
Grade 'Termino,
0,rec`1101' 01
Terminol Anchor Post
30" Squo re x 2'- 4" Deep
it
It or 35" Dict Round (Min)
by 2'-4" Deep Anchor
It
2'- 4
Place Face of Post approx.
on (� of Anchor
TERMINAL CONCRETE ANCHOR
-I
4
g
0
a.
I
7"Min Dio
Posts
Domed,
- - 6.0- a r
11�___10' Beveled
T_ One 5 " Bolt
hth 11/�A "OD
*Osr)er 7/8
`0' le in' post
(Min
Edge of
n
ul)
WOOD LINE POST
2 at 12 - 6"
Terminal
Rail
6'- 3"
ELEVATION
12 !/2
1/4 4 Post Bolt slot
3/a X 2
1/4 1
Y4
Oval Shoulder CP C;)
Directicin
Button Head 111111 15/8"
Variable - q*
c:) of Traff,c
6 - 3" 6 3 6-3- 6'- 3 5
ANCHOR OR SPLICE BOLT /8 NUT L ------
POST BOLT : Similar except length Slotted Holes Post
7/8 " Hex bolts required for Terminal Conne ctor)
Ground I ine -
RAIL SPLICE
l fif-Domed or 100 Beveled
F� 10" x '/4" x 1'- 3/2"'
,,,Grade
5'
Top Of/
Anchor
0
7"
Terminal
Roll
4�' 4rf'
I Holes:��. 12
2
4 - 7/�' Bolts
N��Terminal Connector
(See Detail)
16 1
fit
At q 11 � 1�
it
2 4
0 X to
2'- 4 " Min
OPTIONAL TERMINAL ANCHOR POST
NOTE This Optional Post requires the use of the IOGo
Terminal Connector with 4-�'�' Bolts for attachment
to the Anchor Post.
Terminal Anchor Post
12 1 X4"
Slotted Holes Sym Ab't
29/32" X1 �8"
10" 1 17
15; "R /32
3/. R
5/16"R Neutral Axis
2 5XI ra" 3 1 /4 � 9/16 It
NOTE Actual section may be slightly different
depending upon the manufacturer
SECTION THRU GUARD RAIL
I I I
e
-7- 'r
q- Post
POST CQNNEQTION
WOOD POST
Wood Post May Be Domed,
or Beveled
Tolerance
�Neutral Ams
3
1- 2'6"
Neutral 3/4 x 21/2" Post Bolt Slot
Axis 3" 4 4 4" 4 It 2"
_2�
W 6 x 8.5 a r W 6 x 9. 0 Spacer 14" long
100 Bevipled
One 5/8' Bolt 41;0 See Note
3 1. 31, X 29/32"Slots
with 1 74 O.D. 5/8" Bolt, Washer and Hex Nut, 3/4" 5 1. �,(� Beam Dia, Holes
Washer 1 7/8"0 If Eight Y8 Sp:ice bolts Element Four7/8" hex anchor bolts
0 ( 3/4 X 1-1/2" Slotted hole
IT 3A I hole in post a = I - required with nuts and washers
-IN - spacer (Min optional ) holes in post and spacer required
C .1
I I If 6 Each spacer to be attached
1-6 TERMINAL CONNECTOR
to Post with two 5/8"
W x
4
8
5'
Edge of c (10 GAGE MINIMUM)
to
Bolts, staggered
crown
0 0
Vill Edge of Crown 13'- 6
0 /2
C Post to be
1/4" 3
if X NOTE: 6 44 6'- 3" 6 3 6 Y4 X 2 /2 S,I,ots
1 notched 3/4 (D I .. 1 11 29 " I
Square top steel 4Z 47412 - 732 X1 /8
to provide f lot
posts may be used Slots
CD C:) C:) -T
surface for 1�0 in lieu of beveled
Timber spacer �0- posts. CD CD C:)
Cq
cz
1;7c) C\j
Pell 140-12" Dia. (Min.) C:)
r 6"x6"x14" treated C:)
I Timber spacer
CD C:) C:)
8.5 or WIS X 9,0
W6
NOTE: Either Post may be used with
either Anchor. No Construction Joint
is allowed in the Concrete Anchor.
Terminal Rail may be bolted to
Post and in twist position prior to
placing Concrete Anchor.
Upper 10" (Min.) of Anchor Post
must be Galvanized.
Grade
8
5_ 0
3'-2"
18" Dia. Round by
5'-0" Deep or 16"
Square by 5-0"
Deep Anchor
OPTIONAL TERMINAL CONCRETE ANCHOR
Posts
Domed
or If
rJ5T
POST CONNECTION
STEEL -POST
GENERAL NOTES
1. THE EXACT POSITION OF GUARD FENCE SHALL BE AS SHOWN EISEWFMRE ON THE PLANS OR AS DIRECTED
BY THE ENGINEER. GUARD FENCE SHALL BE TRANSITIONED TO A SMOOTH CONNECTION WITH OTHER GUARD
FENCE OR STRUCTURE RAILING AS SHOWN ELSEWHERE ON PLANS.
2. AT THE OPTION OF THE CONTRACTOR THE RAIL EUWNTS FOR THE GUARD FENCE MAY BE FURNISHED IN
EITHER 12 ]1 OR 25 FOOT NOMINAL LENGTHS WITH POST BOLT SLOTS FOR CONNECTION TO POSTS.
3. BOLTS SHALL BE OF SUFFICIENT LENGTH TO EXTEND THROUGH THE FULL THICKNESS OF THE NUT AND NO
MORE THAN 3/4" BEYOND IT.
4. THE TOP OF THE TERMINAL ANCHOR POST AND ALL STEEL FITTINGS THEREON SHALL BE GALVANIZED A
MINIMUM OF 10" AS SHOWN.
5. WHERE ROCK IS ENCOUNTERED OR WHERE SHOWN ON THE PLANS, THE DIAMETER OF THE HOLES AND THE
MATERIAL FOR BACKFILLING SHALL BE AS DIRECTED BY THE ENGINEER. TIMBER POSTS SHALL NOT BE
SET IN CONCRETE.
6. THE TERMINAL ANCHOR POST SHALL BE SET IN CLASS "A", "B" OR "C" CONCRETE IN ACCORDANCE WITH
ITEM "CONCRETE FOR STRUCTURES", OR SET IN CONCRETE IN ACCORDANCE WITH ITEM "CONCRETE PAVE-
MENT". CONCRETE SHALL BE SUBSIDIARY TO THE BID ITEM REQUIRING CONSTRUCTION OF THE 7ERMTNAL
RAIL SECTION AND ANCHORAGE SYSTEM.
7. TIMBER POSTS MAY BE BEVELED AT APPROXIMATELY 10 DEGREES ON THE TOP OR BOTH ENDS WITH HIGH
SIDE OF TOP OF POST PLACED TOWARD THE ROADWAY OR THEY MAY BE DOMED. WHEN"BLOCKED OUT",
THE UPPER PORTION OF THE POSTSHALL BE NOTCHED 3/4" TO PROVIDE FLAT SURFACE FOR TrMBE R
SPACER. A TOLERANCE OF + 1/8" WILL BE PERMITTED ON THE NOTCHED PORTION OF THE POST.
8. AN ANCHOR OTHER THAN TO A TERMINAL ANCHOR POST SHALL CONSIST OF A CONNECTION SIMILAR TO THE
RAIL SPLICE OR SIMILAR TO THE TERMINAL CONNECTOR.
9. SPECIAL FABRICATION WILL BE REQUIRED IN INSTALLATIONS HAVING A CURVATURE OF LESS THAN 150'
RADIUS.
10. 'POST SPACING WILL BE 6' - 3" EXCEPT THAT THE FIRST POST WILL BE 25' FROM THE TERMINAL ANCHOR
POST AND THE NEXT TWO POSTS SPACED AT 12' - 6" WITH A MINIMUM OF 8 POSTS ADJACENT TO STRUC-
TURES SPACED AT 3' - I
11. THE 10GACE TERMINAL CONNECTOR MUST BE USED WITH THE OPTIONAL TERMINAL ANCHOR POST. ZITHER
ANCHOR POST MAY BE USED WITH EITHER CONCRETE ANCHOR.
12. CROWN WILL BE WIDENED TO ACCOMIDDATE GUARD FENCE.
13. STEEL POSTS SHALL BE SET IN CONCRETE AND BLOCKED OUT, A W6x8.5 OR W6x9.O STEEL SPACER SHALL
BE USED WITH STEEL POSTS. CONCRETE FOR LINE POST F007INGS SHALL BE SUBSIDIARY TO THE BID
ITEM "METAL BEAM GUARD FENCE".
14. WHEN RLOCKOUT GUARD FENCE IS SPECIFIED ELSEWHERE IN THE PLANS, A 6" x 6" x 14" T111ATED TIMBER
SPACER OF YELLOW PINE SHALL BE USED WITH WOOD POSTS.
15. UNLESS OTHERWISE SHOWN IN THE PLANS, GUARD FENCE PLACED IN THE VICINITY OF CURM SHALL BE
BLOCKED OUT SO TEAT THE FACE OF CURB IS LOCATED DIRECTLY BEL40W OR BEHIND THE FACE OF RAIL.
RAIL PLACED OVER CURBS SHALL BE INSTALLED SO THAT THE POST BOLT IS LA)CATED APPR=rMATELY
21-INCHES ABOVE THE GUTTER PAN OR ROADWAY SURFACE.
Approved: (vim 610118-7 SHEET 8 of 8
40-11-AU STATE DEPARTMENT OF HIGHWAYS
. AND PUBLIC TRANSPORTATION
METAL BEAM GUARD FENCE
GF(TD) fiffiffit 80 1
21 P. I N
P - X 6". long Permissible square punching
�7 Min. Dio Post guide hole, max
WOOD LINE POST STEEL # LINIF POST ELEVATION OF NOMINAL
Doo DRAWING OATIE STATE FEDERAL PROACT 40
NOT E: (Blockout) (Blockout) 12 1/2 FOOT GUARD RAIL ICK DN 01*1161INAL
When undisturbed solid r (25 Foot sections may also be supplied) a* REVISED 6 TEXAS
,ock is encountered CK DW REVISED STATE
the minimum depth of the hole shall be 1'-6 f _R_ VISTRIC COUNTY KCT XXI
Cm T*
?6 -_50ae - X&