89485 89485 89485 89485 CHRISTOPHER N. STORY CHRISTOPHER N. STORY CHRISTOPHER N. STORY CHRISTOPHER N. STORY 100 GLASS STREET 214.752.9098 DALLAS, TEXAS 75207 TBPE FIRM F-1294 JQ ENGINEERING, LLP JQENG.COM JQ PROJECT NO: shaping the built environment 3140155.1 PROJECT SITE PALO PINTO COUNTY BRAZOS RIVER AUTHORITY MORRIS SHEPPARD DAM TRASH RACK REPLACEMENT PROJECT BID DRAWINGS FOR JUNE 2016 POSSUM KINGDOM LAKE TEXAS IN ASSOCIATION WITH: PROJECT SITE PK LAKE OFFICE SHEET INDEX GENERAL SHEET SHEET# DESCRIPTION G-1 S-1 S-2 STRUCTURAL NOTE & ABBREVIATIONS REGULATING PIER 8, 14, AND 20 - PLANS & SECTIONS TRASH RACK PANEL DETAILS PALO PINTO COUNTY STEPHENS COUNTY YOUNG COUNTY JACK COUNTY GRAFORD 337 254 TO MIN ER AL WELLS 180 16 16 2353 LAKE KINGDOM POSSUM TO US HWY 180 BRA RFB NO.: BRA FILE NO.: OPERATIONS CONSTRUCTION ENGINEERING DATE DATE DATE SHEET NO. 1 OF 4 SHEETS THESE DRAWINGS HAVE BEEN REVIEWED BY THE BRAZOS RIVER AUTHORITY FOR CONFORMANCE WITH THE SCOPE OF WORK ONLY. THE ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR CONFORMANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS AND INDUSTRY STANDARDS. THESE DRAWINGS ARE NOT VALID FOR BIDDING OF CONSTRUCTION WITHOUT THE SIGNATURES REQUIRED BELOW AND APPROVAL BY APPLICABLE REGULATORY AGENCIES. ? ? ? 0 6 / 0 9 / 2 0 1 6 0 6 / 0 9 / 2 0 1 6 0 6 / 0 9 / 2 0 1 6 0 6 / 0 9 / 2 0 1 6 16-07-953
Transcript
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89485894858948589485
CHRISTOPHER N. STORYCHRISTOPHER N. STORYCHRISTOPHER N. STORYCHRISTOPHER N. STORY
THESE DRAWINGS HAVE BEEN REVIEWED BY THE BRAZOS RIVERAUTHORITY FOR CONFORMANCE WITH THE SCOPE OF WORKONLY. THE ENGINEER OF RECORD SHALL BE RESPONSIBLE FORCONFORMANCE WITH APPLICABLE FEDERAL, STATE, AND LOCALLAWS AND REGULATIONS AND INDUSTRY STANDARDS. THESEDRAWINGS ARE NOT VALID FOR BIDDING OF CONSTRUCTIONWITHOUT THE SIGNATURES REQUIRED BELOW AND APPROVAL BYAPPLICABLE REGULATORY AGENCIES.
????
06/09/201606/09/201606/09/201606/09/2016
16-07-953
100 GLASS STREET
214.752.9098
DALLAS, TEXAS 75207
TBPE FIRM F-1294
JQ ENGINEERING, LLP
JQENG.COM
JQ PROJECT NO:
shaping the built environment
89485894858948589485
CHRISTOPHER N. STORYCHRISTOPHER N. STORYCHRISTOPHER N. STORYCHRISTOPHER N. STORY
DATEBYREVISIONNO.
TRASH RACK REPLACEMENT PROJECT
MORRIS SHEPPARD DAM AT POSSUM KINGDOM
DATE
DESIGNED
DRAWN
REVISED
CHECKED
JLB
JMN & BD
CS
DRAWING:
www.brazos.orgWACO, TX 76714-7555
PO BOX 75554400 COBBS DRIVE
BRAZOS RIVER AUTHORITYPROJECT ENGINEER:
FAX (254) 400-2137PH (254) 761-3137ENGINEERING DEPARTMENTTECHNICAL SERVICESBRAZOS RIVER AUTHORITY
3140155.1
????
06/09/201606/09/201606/09/201606/09/2016
G-1STRUCTURAL NOTES AND ABBREVIATIONS
06-09-16
A. STRUCTURAL CONCRETE: CODE REQUIREMENTS FOR ENVIRONMENTALENGINEERING CONCRETE STRUCTURES, AMERICAN CONCRETEINSTITUTE, ACI 350-06
B. STRUCTURAL STEEL: MANUAL OF STEEL CONSTRUCTION, LOAD ANDRESISTANCE FACTOR DESIGN, AMERICAN INSTITUTE OF STEELCONSTRUCTION, THIRTEENTH EDITION.
D. CODE OF FEDERAL REGULATIONS, OCCUPATIONAL SAFETY ANDHEALTH ADMINISTRATION, LATEST EDITION.
B. DEAD LOADS INCLUDE THE SELF WEIGHT OF THE STRUCTURALELEMENTS.
A. ADHESIVE ANCHORS WITH THREADED ROD:1. ADHESIVE ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED IN
ACCORDANCE WITH ACI 355.4 AND ICC-ES AC 308. QUALIFYING
POST-INSTALLED ANCHORS
A. MATERIAL SPECIFICATION:1. STRUCTURAL STEEL CHANNELS, ANGLES, AND HSS SHAPES
SHALL CONFORM TO ASTM A276, TYPE 316L STAINLESS STEEL
B. SPLICING OF STRUCTURAL STEEL MEMBERS IS PROHIBITED WITHOUTPRIOR APPROVAL OF THE ENGINEER AS TO LOCATION AND TYPE OFSPLICE TO BE MADE. ANY MEMBER HAVING SPLICE NOT SHOWN ANDDETAILED ON SHOP DRAWINGS WILL BE REJECTED.
STRUCTURAL STEEL
ANCHORS SHALL BE THE FOLLOWING:a. EPOXY: HY-200-R (ICC-ES ESR-3187), HILTI INC.
2. THREADED ANCHOR ROD SHALL BE:a. HILTI ADHESIVE: TYPE "HAS" AISI TYPE 316 STAINLESS STEEL
MEETING THE REQUIREMENTS OF ASTM F593, CONDITION CWb. ANCHOR ROD SHALL HAVE A CHAMFERED END ON ONE END TO
ACCEPT A NUT AND WASHER; IT MAY HAVE A 45-DEGREECHISEL POINT ON THE OTHER END.
c. NUTS AND WASHERS SHALL HAVE A PROOF LOAD STRENGTHAT LEAST AS STRONG AS ANCHOR ROD. STAINLESS STEEL NUTSAND WASHERS SHALL BE PROVIDED WITH STAINLESS STEEL RODS.
B. ANCHORS INSTALLATION1. ANCHORS OF THE SIZE AND EMBEDMENT SHOWN ON THE DRAWINGS
SHALL BE INSTALLED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS,THE MANUFACTURER'S RECOMMENDATIONS, AND THE MANUFACTURER'SCURRENT EVALUATION (ICC-ES OR IAPMO-ES) REPORT FOR THE ANCHOR.IF CONFLICTS EXIST BETWEEN THESE REFERENCED DOCUMENTS, THEMOST STRINGENT REQUIREMENTS SHALL GOVERN.
2. THE INSTALLER SHALL LOCATE ALL EXISTING REINFORCING STEEL ANDOTHER EMBEDDED ITEMS CONTAINED IN THE CONCRETE USING NON-DESTRUCTIVE METHODS AND SHALL POSITION ANCHOR LOCATIONS TOAVOID CONFLICTS WITH EXISTING EMBEDDED ITEMS.
3. BASED ON FIELD VERIFIED LOCATIONS OF REINFORCING STEEL ANDEMBEDDED ITEMS, THE INSTALLER SHALL CREATE TEMPLATES FOR EACHANCHOR GROUP. SUBMIT TEMPLATE DIMENSIONS FOR REVIEW PRIOR TOFABRICATION OF CONNECTION PLATES.
4. HOLES FOR ANCHORS SHALL BE DRILLED IN A CONTINUOUS OPERATIONUSING THE DRILL-BIT TYPE AND SIZE RECOMMENDED BY THE ANCHORMANUFACTURER. HOLES SHALL BE DRILLED PERPENDICULAR TO THECONCRETE SURFACE AND SHALL NOT BE ENLARGED OR REDIRECTED ATANY POINT ALONG ITS LENGTH. HOLES SHALL BE DRILLED USING A HAMMERDRILL, CORING SHALL NOT BE ALLOWED, UNLESS NOTED OTHERWISE.
5. OIL FREE COMPRESSED AIR SHALL BE USED TO BLOW OUT THE HOLES;SHOP VACS, SQUEEZE BULBS, ETC. SHALL NOT BE USED. REFER TOMANUFACTURER'S INFORMATION FOR DETAILED CLEANING INSTRUCTIONS.
6. ALL ABANDONED HOLES SHALL BE FILLED WITH NON-METALLIC NONSHRINKGROUT CAPABLE OF REACHING A DESIGN COMPRESSIVE STRENGTH OF5000 PSI AT 28 DAYS.
7. HOLES IN CONNECTION PLATES SHALL BE NO MORE THAN 1/16" LARGERTHAN THE ANCHOR DIAMETER. IF LARGER HOLES ARE REQUIRED FORERECTION PURPOSES, INSTALLER SHALL NOTIFY ENGINEER SUCH THAT APLATE WASHER SIZE CAN BE PROVIDED.
8. CONCRETE AND MASONRY SUBSTRATES SHALL HAVE THE FOLLOWINGMINIMUM AND MAXIMUM TEMPERATURES AT THE TIME OF ADHESIVEANCHOR INSTALLATION:
MINIMUM (DEGREES F) MAXIMUM (DEGREES F) HILTI HY-200 14 104
C. THE FOLLOWING PARAMETERS WERE USED IN THE DETERMINATION OF THEADHESIVE BOND STRESS FOR ADHESIVE ANCHORS:1. CONCRETE TEMPERATURE RANGE:
a. EPOXY: HY-200-R (ICC-ES ESR-3187): TEMPERATURE RANGE "A" (MAXSHORT TERM TEMP = 110degF, MAX LONG TERM TEMP = 80degF)
2. DRILLED HOLE CONDITION: DRY
MANUFACTURE(R) MFRMATERIAL MATMAXIMUM MAXMINIMUM MIN
NON-SHRINK NSNOT TO SCALE NTSNUMBER NO OR #
ON CENTER OC
PENETRATION PENPLATE PLPOUNDS PER SQUARE FOOT PSFPOUNDS PER SQUARE INCH PSIPREFABRICATED PREFABPROJECTION PROJ
CAST-IN-PLACE CIPCENTER LINE CLCLEAR OR CLEARANCE CLRCONCRETE CONCCONNECTION(S) CONN(S)CONSTRUCTION CONSTCONSTRUCTION JOINT CONST JTCONTINUOUS CONT
DEAD LOAD DLDETAIL DTLDIAGONAL DIAGDIAMETER DIA ORDIMENSION(S) DIM(S)DOWEL(S) DWL(S)DRAWING(S) DWG(S)
EACH EAEACH FACE EFEACH WAY EWELEVATION ELENGINEER ENGREQUAL EQEXISTING EXIST
FABRICATOR FABRFAR SIDE FSFIELD VERIFY FVFOOT (OR) FEET FT
GAGE OR GAUGE GAGALVANIZED GALV
HOOK HKHORIZONTAL HORIZ
INCH ININFORMATION INFO
JOINT JT
KIP PER LINEAR FOOT KLFKIP PER SQUARE FOOT KSFKIPS (1000 LBS) K
LIVE LOAD LLLOCATION LOCLONG LEG HORIZONTAL LLHLONG LEG OUTSTANDING LSHLONG LEG VERTICAL LLO
ABBREVIATIONS
A. ALL WELDING SHALL CONFORM TO ANSI/AWS D1.6, LATEST EDITION.
WELDING
B. TYPE 316L FILLER METAL SHALL BE USED FOR WELDING ALL 316L METALS.
A. CONCRETE REPAIR MORTAR SHALL BE A POLYMER MODIFIED, CEMENTITIOUS
CONCRETE REPAIR MORTAR
PRODUCT EQUAL TO THE FOLLOWING:1. HORIZONTAL APPLICATIONS: "SIKATOP 122 PLUS" REPAIR MORTAR AS MANUFACTURED BY THE SIKA CORPORATION, LYNDHURST, NJ.2. OVERHEAD OR VERTICAL APPLICATIONS: "SIKATOP 123 PLUS" NON-SAG MORTAR AS MANUFACTURED BY THE SIKA CORPORATION, LYNDHURST, NJ.
B. ALL SURFACES TO WHICH CONCRETE IS TO BE APPLIED SHALL HAVE ALL LOOSEAND UNSOUND MATERIAL REMOVED. SURFACE PREPARATION SHALL BE IN ACCORDANCEWITH THE MANUFACTURER'S RECOMMENDATIONS. AT A MINIMUM PROVIDE A 1/16"SURFACE PROFILE (CSP-5) PER ICRI GUIDELINE 310.1R-2008.
C. IF MORE THAN ONE HALF THE CIRCUMFERENCE OF A REINFORCING BAR IS EXPOSED,CHIP BEHIND BAR MIN. 3/4".
D. WIREBRUSH, POWER TOOL BRUSH, OR SANDBLAST ANY EXPOSED RUSTEDREINFORCING STEEL TO REMOVE LOOSE RUST. COAT EXPOSED STEEL USINGANTI-CORROSION COATING, SIKA ARMATEC 110 EPOCEM OR EQUIVALENT ASDETERMINED BY ENGINEER.
E. AT PERIMETER OF AREA TO BE REPAIRED, SAWCUT THE EXISTING CONCRETE TO AMINIMUM DEPTH OF 1/2". DO NOT FEATHER REPAIR MORTAR AT EDGES.
F. COMPLY WITH ALL HANDLING, MIXING, PLACING AND CURING REQUIREMENTS AS SPECIFIEDBY THE REPAIR MORTAR MANUFACTURER.
G. EXTEND MORTAR WITH 3/8" CLEAN PEA GRAVEL AGGREGATE WHERE THICKNESS OFREPAIR EXCEEDS 1" AND AS REQUIRED BY PRODUCT SPECIFICATIONS.
H. APPLY ONE COAT OF SIKA ARMATEC 110 BONDING AGENT IN ACCORDANCE WITHMANUFACTURER'S INSTRUCTIONS.
I. FINISH CONCRETE REPAIR MORTAR TEXTURE TO MATCH TEXTURE OF SURROUNDINGCONCRETE.
C. STAINLESS STEEL: ASCE DESIGN STANDARD FOR STAINLESS STEELSTRUCTURES, AMERICAN SOCIETY OF CIVIL ENGINEERS.
4
1/
2"
4
1/
2"
3'-
3"
4
1/
2"
3"
3"
3'-
3"
(FV)
3"1'-
2"
1'-
4"
CLPIER
EX STOPLOG SLOT(BELOW)
EX GRATEDFLOOR OPNG
(FV)1'-0 1/2"
1'-0" 9" 1'-0"
FLOW(BELOW)
EX TOC EL =1004.00
EX TROLLEYRAIL ABOVE
DEMO PROJECTINGHORIZONTAL LEG OF EXGRTG SUPPT ANGLE ABOVEPROPOSED TRASH RACKSLOT -TYP 2 LOCPROPOSED
TRASH RACKSLOT (BELOW)
3S-1
EX 12" DIAVENT PIPE
EX TOC EL =
1004.00
EX TOC EL =1020.00
EX TOC EL =974.50
EX TROLLEY RAIL
4S-1
PANELTRASH RACK1
S-2
TYP GUIDECHANNELTO WALLCONNECTION
EX TOC EL =1003.50
TO GUIDECHANNEL EL=
9 PER PIER
(PIER #8)1014.00 (PIER #14
& #20)
ON
D
ETA
IL
4/
S-
1
GU
IDE
CH
ANN
EL
SEE
NO
TE
3
TOC EL =1001.50
TO TRASHRACK EL=
9
RAC
KS
@
3'-
0"
=
27'-
0"
1'-4"
1'-2"
3'-9" 5'-5"1'-4"
3"
CLPIER6'-6" 6'-6"
REPAIRCONCRETE5
S-1
CLPIER
FLOW(ABOVE)
S-14
3S-1
S-14 SIM
3"
3'-
3"
3"
6"
2'-
0"
1'-0" 9" 1'-0"
EX TOC EL =
974.50
EX STOP LOGGUIDE CHANNEL
EX 9"(W)x12"(H)CONC STRUT@ EL 981.00& EL 993.00
PANELTRASH RACK1
S-2
AS REQ'DCONC REPAIR5
S-1
9"
3"
7"
EM
BED
MEN
T
EXISTINGEMBED. SEENOTE 2
SHIM PL AS REQ'D FORFLUSH/PLUMB GUIDE MOUNT
3/4" DIA 316SS ADH ANCHOR@ 12" OC VERTBENT PL
3/8"x3"x6"x3"(316 SS)
EX CONC WALL
PLAN9 PER PIERTRASH RACK PANEL1
S-2
SEE NOTE
NOTES:1. C6 (OR BENT PL) GUIDE CHANNEL LOCATION
CAN BE SHIFTED AS REQUIRED TO MITIGATECONFLICT BETWEEN EXISTING WALL REINFORCINGAND PROPOSED ADHESIVE ANCHORS.COORDINATE LOCATION SUCH THAT GUIDECHANNELS ARE ALIGNED ACROSS CHANNEL.
2. REMOVE EXISTING CORRODED EMBED ANGLE ANDREPAIR DAMAGED EMBEDDING CONCRETE ATOWNER'S DISCRETION. NOTIFY ENGINEER OF FINALCONDITION AFTER EMBED DEMOLITION FOR FINALDIRECTION.
3. COORDINATE GUIDE CHANNEL SEGMENT LENGTHSWITH OVERHEAD CLEARANCES AND OBSTRUCTIONSIN THE GUIDE PIERS. ANTICIPATED GUIDECHANNEL SEGMENT LENGTH TO BE BETWEEN 6-FTTO 10-FT SEGMENTS.
APPLY REPAIR MORTARAS REQ'D TO ACHIEVESMOOTH, LEVEL BEARINGSURFACE FOR TRASHRACK PANELS. SEENOTES ON G-1
SAWCUT EDGE
EX TOC EL =974.50
PANELTRASH RACK1
S-2
1/
2"
MIN
8"
CHIP OUT EX CONCAS REQ'D
100 GLASS STREET
214.752.9098
DALLAS, TEXAS 75207
TBPE FIRM F-1294
JQ ENGINEERING, LLP
JQENG.COM
JQ PROJECT NO:
shaping the built environment
89485894858948589485
CHRISTOPHER N. STORYCHRISTOPHER N. STORYCHRISTOPHER N. STORYCHRISTOPHER N. STORY
DATEBYREVISIONNO.
TRASH RACK REPLACEMENT PROJECT
MORRIS SHEPPARD DAM AT POSSUM KINGDOM
DATE
DESIGNED
DRAWN
REVISED
CHECKED
JLB
JMN & BD
CS
DRAWING:
www.brazos.orgWACO, TX 76714-7555
PO BOX 75554400 COBBS DRIVE
BRAZOS RIVER AUTHORITYPROJECT ENGINEER:
FAX (254) 400-2137PH (254) 761-3137ENGINEERING DEPARTMENTTECHNICAL SERVICESBRAZOS RIVER AUTHORITY
3140155.1
????
06/09/201606/09/201606/09/201606/09/2016
S-1REGULATING PIER 8, 14, AND 20 - PLANS & SECTIONS
06-09-16
SCALE: 3/4" = 1'-0"S-1
UPPER PLAN AT EL 1004.001
SCALE: 3/8" = 1'-0"S-1
SECTION3SCALE: 3/4" = 1'-0"S-1
LOWER PLAN AT EL 974.502
SCALE: 3" = 1'-0"S-1
GUIDE CHANNEL TO WALL CONNECTION4
SCALE: 3" = 1'-0"S-1
CONCRETE REPAIR DETAIL5
FLO
W3/8"X3" PLTYP C4 TYP
TYP1/4
1/4
3'-6 1/4"
1 3/4"4 3/8"6 @ 5" = 2'-6"4 3/8"1 3/4"
C4 (BELOW)
1/4"X1"X CONTNEOPRENE BONDEDBEARING PAD (80DUROMETER THK) -TYPDOWNSTREAM FACE
4S-2
2S-2
3'-
0"
1
3/
4"
1 3/4"
5 3/8" 2'-4" 5 3/8"
1 3/4"
3'-6 1/4"
2-C4x7.25 ORPL OF EQPROPERTIES
C4x7.25 ORBENT CHANNELEQ
3/8"X3" PL-TYP
C4x7.25 ORPL OF EQPROPERTIES
(TYP OTHER SIDE)4 3/16" CLR OPNG
TYP 6 LOC4 5/8" CLR OPNG,
1/4TYP
GROOVEWELD
-TYP 3SIDES
1/4
4"x4"x3/8" PLTYP OF 3
4" 1'-0"4"
1'-0" 4"
3/8" DIAWEEP HOLEEA END
3
S-2LIFTING STUD TO MATCH EXSTOP LOG LIFTING DEVICE -TYP
FLOW
1/4
1/4
C4
3/8" PL
C4
2'-
6
3/
4"
LIFTINGSTUD -TYP
3/8" DIAWEEP HOLEEA END
1/4 2-6TYP CHANNEL TOCHANNEL WELDW/ SEAL WELDCONT BETWEEN
CHRISTOPHER N. STORYCHRISTOPHER N. STORYCHRISTOPHER N. STORYCHRISTOPHER N. STORY
DATEBYREVISIONNO.
TRASH RACK REPLACEMENT PROJECT
MORRIS SHEPPARD DAM AT POSSUM KINGDOM
DATE
DESIGNED
DRAWN
REVISED
CHECKED
JLB
JMN & BD
CS
DRAWING:
www.brazos.orgWACO, TX 76714-7555
PO BOX 75554400 COBBS DRIVE
BRAZOS RIVER AUTHORITYPROJECT ENGINEER:
FAX (254) 400-2137PH (254) 761-3137ENGINEERING DEPARTMENTTECHNICAL SERVICESBRAZOS RIVER AUTHORITY
3140155.1
????
06/09/201606/09/201606/09/201606/09/2016
S-2TRASH RACK PANEL DETAILS
06-09-16
SCALE: 3" = 1'-0"S-2
TRASH RACK SECTION4
SCALE: 3" = 1'-0"S-2
TRASH RACK ELEVATION1SCALE: 3" = 1'-0"S-2
TRASH RACK SECTION2
SCALE: 3" = 1'-0"S-2
LIFTING STUD DETAIL3
NOTES:1. ALL TRASH RACK FRAMING SHALL BE 316L SS.
2. FABRICATE SINGLE TRASH RACK PANEL PER PIERAND OPERATE THAT PANEL THROUGH FULL-HEIGHTOF GUIDE CHANNEL. ONCE PANEL HASSUCCESSFULLY BEEN TESTED, FABRICATE THEREMAINING PANELS FOR THAT PIER BASED OFFOF TEST PANEL DIMENSIONS.
