W911WN19B8011_Loyalhanna_Service_Bridge_Plans.pdf

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SOLICITATION NO.:

CONTRACT NO.:

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of Engineers

US Army Corps

AND APPROVAL OF ALL DRAWINGS LISTED ON THE INDEX SHEET.

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

SUBMITTED BY:

SECTION CHIEF

APPROVAL RECOMMENDED BY:

BRANCH CHIEF

APPROVED BY:

CONSTRUCTION DIVISION

CHIEF, ENGINEERING AND

DATE

DATE

DATE

THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF

DESIGNATIONS OF U.S. ARMY CORPS OF ENGINEERS INDIVIDUALS

THIS SHEET. THE INITIALS OR SIGNATURES AND REGISTRATION

U.S. ARMY CORPS OF ENGINEERS AND THE A/E FIRMS IDENTIFIED ON

THIS PROJECT WAS DESIGNED BY THE PITTSBURGH DISTRICT OF THE

Pittsburgh District

ALLEGHENY RIVER BASIN

LOYALHANNA DAM

SERVICE BRIDGE REHABILITATION

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W911WN19B8011

JULY 2019

CERTIFIED FINAL DOCUMENTS

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/s/ GREG N MEYER, P.E. 23 JUL 2019

/s/ JOHN E NITES, P.E. 23 JUL 2019

/s/ JEFF E FRITZ, P.E 23 JUL 2019

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CERTIFIED FINAL DOCUMENTS

DAM

LOYALHANNA

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BASE CONTRACT DRAWING INDEX

FILE NAME

NO.

INDENT.

SHEET

TITLE

GENERAL

038aa_100_G-0001 G-0001 COVER SHEET

038aa_100_G-0002 G-0002 CONTRACT AND REFERENCE DRAWING INDEX

038aa_203_G-0003 G-0003 ABBREVIATIONS

038aa_204_G-0004 G-0004 GENERAL NOTES AND STANDARD LEGEND

038aa_204_G-0005 G-0005 NOT IN USE

038aa_204_G-1006 G-1006 OVERALL PLANS AND ELEVATIONS

038aa_204_G-1007 G-1007 CONSTRUCTION SEQUENCE - BASE CONTRACT

038aa_204_G-1008 G-1008 CONSTRUCTION SEQUENCE - OPTION 1 PART A

038aa_204_G-1009 G-1009 CONSTRUCTION SEQUENCE - OPTION 1 PART B

038aa_204_G-1010 G-1010 CONSTRUCTION SEQUENCE - OPTION 2

038aa_204_G-1011 G-1011 LOYALHANNA DAM WORK AND STORAGE AND CONTRACTOR WORK LIMITS

038aa_204_G-1012 G-1012

WORK LIMITS

BUSH RECREATION AREA EXISTING SITE CONDITIONS AND CONTRACTOR

SURVEY

038aa_204_V-1005 V-1005 SURVEY CONTROL PLAN

CIVIL

038aa_993_C-5020 C-5020 PLAYGROUND AREA TEMPORARY SECURITY FENCE DETAILS

038aa_993_C-5021 C-5021 NOT IN USE

038aa_553_C-3022 C-3022 MONOLITH #5 DRAINAGE SYSTEM - PLANS, DETAILS AND SECTIONS

STRUCTURAL DEMOLITION

038aa_540_SD1001 SD1001 DEMOLITION MONOLITHS #5, #6 AND #7 - PLAN

038aa_540_SD3002 SD3002 DEMOLITION PARAPET WALL - SECTIONS

038aa_540_SD3003 SD3003 DEMOLITION BAY STAIRS - SECTIONS

038aa_540_SD3004 SD3004 DEMOLITION MONOLITH #5 - SECTIONS

038aa_540_SD3005 SD3005 DEMOLITION MONOLITH #6 - SECTIONS

038aa_540_SD3006 SD3006 NOT IN USE

038aa_540_SD3007 SD3007 NOT IN USE

038aa_546_SD3008 SD3008 DEMOLITION - PIER #7 - SECTIONS

038aa_546_SD3009 SD3009 NOT IN USE

038aa_553_SD3010 SD3010 NOT IN USE

038aa_553_SD3011 SD3011 NOT IN USE

038aa_553_SD3012 SD3012

SECTIONS

DEMOLITION - SPILLWAY SERVICE BRIDGE CONCRETE DECK - PLAN AND

STRUCTURAL

038aa_557_S-3013 S-3013 EXISTING GANTRY RAIL - SCHEMATIC & SECTIONS

038aa_540_S-1014 S-1014 MONOLITHS #5, #6 AND #7 - PLAN

038aa_540_S-3015 S-3015 PARAPET WALL - SECTIONS & DETAIL

038aa_540_S-3016 S-3016 WORK BAY STAIRS REPAIR - SECTIONS AND DETAILS

038aa_540_S-3017 S-3017 NOT IN USE

038aa_540_S-3018 S-3018 NOT IN USE

038aa_540_S-3019 S-3019 MONOLITH #5 AND #6 CONCRETE REPAIR - SECTIONS AND DETAILS

038aa_540_S-3020 S-3020 MONOLITH #5 - STAND BY UNIT WELL FRAME - SECTIONS AND DETAIL

038aa_540_S-5021 S-5021 CONCRETE REPAIR - DETAILS

038aa_540_S-5022 S-5022 CONCRETE OVERLAY - DETAILS

038aa_553_S-3023 S-3023 SPILLWAY SERVICE BRIDGE - DETAIL AND SECTION

038aa_553_S-3024 S-3024 SPILLWAY SERVICE BRIDGE - SECTION

038aa_553_S-3025 S-3025 SPILLWAY SERVICE BRIDGE CONCRETE DECK - SECTIONS AND DETAIL

038aa_553_S-1026 S-1026 STRUCTURAL STEEL SUPPORT @ ELEVATION 967.38 - PLAN AND SECTION

038aa_553_S-5027 S-5027 STRUCTURAL STEEL SUPPORT @ ELEVATION 967.38 - DETAILS

HYDROGRAPHS

038aa_314_V-6010 V-6010 POOL HYDROGRAPHS 1998 - 2007 INCLUSIVE

038aa_314_V-6011 V-6011 POOL HYDROGRAPHS 2007 - 2014 INCLUSIVE

038aa_314_V-6012 V-6012 POOL HYDROGRAPHS 2015 - 2018 INCLUSIVE

OPTION 1 CONTRACT DRAWING INDEX

FILE NAME

NO.

INDENT.

SHEET

TITLE

STRUCTURAL DEMOLITION

038aa_540_SD-1013 SD-1013 DEMOLITION PLAN AT MONOLITHS #7, #8 AND #9

038aa_540_SD-3014 SD-3014 NOT IN USE

038aa_546_SD-3015 SD-3015 NOT IN USE

038aa_546_SD-3016 SD-3016 NOT IN USE

038aa_553_SD-3017 SD-3017 NOT IN USE

038aa_553_SD-3018 SD-3018 NOT IN USE

038aa_553_SD-1019 SD-1019 DEMOLITION SPILLWAY SERVICE BRIDGE CONCRETE DECK - PLAN AND SECTION

STRUCTURAL

038aa_540_S-1034 S-1034 MONOLITHS #7, #8 AND #9 - PLAN

038aa_540_S-3035 S-3035 NOT IN USE

038aa_540_S-5036 S-5036 NOT IN USE

038aa_540_S-5037 S-5037 NOT IN USE

038aa_553_S-3038 S-3038 NOT IN USE

038aa_553_S-3039 S-3039 NOT IN USE

038aa_553_S-3040 S-3040 SPILLWAY SERVICE BRIDGE CONCRETE DECK - PLAN AND SECTIONS

REFERENCE INDEX

NO.

SHEET INDENT.

TITLE

038aa-U1-40_1.2 LOYALHANNA DAM PLAN, ELEVATIONS AND SECTIONS

038aa-U1-40_3A.3 LOYALHANNA DAM RIGHT ABUTMENT PLAN, ELEVATION AND SECTIONS W/ REVISIONS

038aa-U1-40_4.2 LOYALHANNA DAM LEFT ABUTMENT PLAN, ELEVATION AND DETAILS

038aa-U1-40_5A.1 LOYALHANNA DAM LEFT ABUTMENT SECTIONS, ELEVATION AND DETAILS W/ REVISIONS

038aa-U1-40_6.2 LOYALHANNA DAM SPILLWAY PLAN, ELEVATION AND SECTIONS

038aa-U1-40_7.2 LOYALHANNA DAM GALLERIES AND ADITS

038aa-U1-40_8.2 LOYALHANNA DAM MONOLITHS 11 AND 12 SECTIONS AND ELEVATIONS

038aa-U1-40_9.5 LOYALHANNA DAM MONOLITHS 11, 12 AND 13 SECTIONS NO. 1

038aa-U1-40_10A.8 LOYALHANNA DAM MONOLITHS 11 AND 12 SECTIONS NO. 2 W/ REVISIONS

038aa-U1-40_11A.5 LOYALHANNA DAM MONOLITHS 11, 12 AND 13 SECTIONS NO. 3 W/ REVISIONS

038aa-U1-40_13.4 LOYALHANNA DAM MONOLITHS 11, 12 AND 13 PLANS

038aa-U1-40_14.3 LOYALHANNA DAM MONOLITH 6 PLANS AND SECTIONS

038aa-U1-40_15.2 LOYALHANNA DAM STAIR DETAILS

038aa-U1-40_18.1 LOYALHANNA DAM SPILLWAY SERVICE BRIDGE TYPICAL PIER

038aa-U1-40_19.2 LOYALHANNA DAM PARAPET WALLS

038aa-U1-40_20.1 LOYALHANNA DAM MONOLITHS 11 AND 12 STEEL REINFORCEMENT NO. 1

038aa-U1-40_21.2 LOYALHANNA DAM MONOLITHS 11, 12 AND 13 STEEL REINFORCEMENT NO. 2

038aa-U1-40_22.1 LOYALHANNA DAM MONOLITHS 11 AND 12 STEEL REINFORCEMENT NO. 3A

038aa-U1-40_23A.2 LOYALHANNA DAM MONOLITHS 11 AND 12 STEEL REINFORCEMENT NO. 4 W/ REVISIONS

038aa-U1-40_24A.3 LOYALHANNA DAM MONOLITHS 11 AND 12 STEEL REINFORCEMENT NO. 5 W/ REVISIONS

038aa-U1-40_25.3 LOYALHANNA DAM MONOLITHS 5 AND 6 STEEL REINFORCEMENT NO. 6

038aa-U1-40_27.1 LOYALHANNA DAM SPILLWAY SERVICE BRIDGE PIER STEEL REINFORCEMENT NO. 8

038aa-U1-40_29.1 LOYALHANNA DAM CONCRETE REPAIRS PLANS, ELEVATION, SECTIONS, AND DETAILS

038aa-U1-40_30.1 LOYALHANNA DAM CONCRETE REPAIRS PLANS, ELEVATION, SECTIONS, AND DETAILS

038aa-U1-40_31.1 LOYALHANNA DAM CONCRETE REPAIRS PLANS, ELEVATION, SECTIONS, AND DETAILS

038aa-U1-53_1.2 LOYALHANNA DAM SPILLWAY SERVICE BRIDGE GENERAL PLAN

038aa-U1-53_2.1 LOYALHANNA DAM SPILLWAY SERVICE BRIDGE CONCRETE DECK AND DETAILS

038aa-U1-53_3.1 LOYALHANNA DAM SPILLWAY SERVICE BRIDGE DOGGING DEVICE

038aa-U1-53_4 LOYALHANNA DAM SERVICE BRIDGE DOGGING LEVER EXTENSION

038aa-U1-53_5 LOYALHANNA DAM SERVICE BRIDGE DOGGING DEVICE EXTENSION

038aa-U1-56_15.1 LOYALHANNA DAM ELECTRICAL RENOVATION POWER RISER DIAGRAM

038aa-U1-56_16 LOYALHANNA DAM ELECTRICAL RENOVATION EXISTING CONDITIONS DEMOLITION

038aa-U1-56_17.1 LOYALHANNA DAM ELECTRICAL RENOVATION POWER AND LIGHTING

038aa-U1-56_19.1 LOYALHANNA DAM ELECTRICAL RENOVATION OPERATIONS GALLERY AND STAIRS

OPTION 2 CONTRACT DRAWING INDEX

FILE NAME

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STRUCTURAL DEMOLITION

038aa_540_SD-1020 SD-1020 DEMOLITION MONOLITHS #9, #10, #11 AND #12 - PLAN

038aa_540_SD-3021 SD-3021 DEMOLITION PARAPET WALL - SECTIONS

038aa_553_SD-3022 SD-3022 DEMOLITION SPILLWAY SERVICE BRIDGE CONCRETE DECK

038aa_553_SD-3023 SD-3023 DEMOLITION MONOLITH #11 - SECTIONS

038aa_553_SD-3024 SD-3024 DEMOLITION MONOLITH #10 - SECTIONS

STRUCTURAL

038aa_540_S-1041 S-1041 MONOLITHS #9, #10, #11 AND #12 - PLAN

038aa_540_S-3042 S-3042 PARAPET WALL - SECTIONS

038aa_540_S-3043 S-3043 NOT IN USE

038aa_540_S-3044 S-3044 NOT IN USE

038aa_540_S-3045 S-3045 NOT IN USE

038aa_540_S-3046 S-3046 NOT IN USE

038aa_540_S-3047 S-3047 NOT IN USE

038aa_546_S-3048 S-3048 NOT IN USE

038aa_546_S-3049 S-3049 NOT IN USE

038aa_553_S-3050 S-3050 NOT IN USE

038aa_553_S-3051 S-3051 NOT IN USE

038aa_553_S-3052 S-3052 NOT IN USE

038aa_557_S-3053 S-3053 NOT IN USE

038aa_540_S-1054 S-1054 NOT IN USE

038aa_540_S-3055 S-3055 NOT IN USE

038aa_540_S-3056 S-3056 NOT IN USE

038aa_540_S-3057 S-3057 NOT IN USE

038aa_540_S-3058 S-3058 NOT IN USE

038aa_540_S-3059 S-3059 NOT IN USE

038aa_540_S-3060 S-3060 NOT IN USE

038aa_540_S-5061 S-5061 NOT IN USE

038aa_540_S-5062 S-5062 NOT IN USE

038aa_553_S-3063 S-3063 NOT IN USE

038aa_553_S-3064 S-3064 NOT IN USE

038aa_553_S-3065 S-3065 SPILLWAY SERVICE BRIDGE CONCRETE DECK - PLAN AND SECTION

OPTION 3 CONTRACT DRAWING INDEX

FILE NAME

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ELECTRICAL

038aa_556_E-1001 E-1001 DAM SERVICE BRIDGE ELECTRICAL - PLAN AND SECTION

038aa_556_E-1002 E-1002

DIAGRAM

DAM SERVICE BRIDGE ELECTRICAL - DAM LIGHTING PLAN AND POWER LINE

038aa_556_E-1003 E-1003 DAM SERVICE BRIDGE ELECTRICAL - LIGHTING POLE CONCRETE SUPPORTS

STRUCTURAL

038aa_556_S-5070 S-5070

ELEVATIONS AND SECTIONS

SERVICE BRIDGE- LIGHTING POLE SUPPORTS TYPES 1 AND 2 - PLANS,

038aa_556_S-5071 S-5071

AND SECTIONS

SERVICE BRIDGE- LIGHTING POLE SUPPORTS TYPE 3 - PLANS, ELEVATIONS

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STANDARD ABBREVIATIONS:

1P SINGLE POLE EA EACH LOC LOCATION STL STEEL

2P DOUBLE POLE EF EACH FACE, EXHAUST FAN LP LOWER POOL, LOW POINT, LIGHTING PANELBOARD STR STRAIGHT, STRUCTURAL

3P THREE POLE EJ EXPANSION JOINT LS LIMIT SWITCH STR STL STRUCTURAL STEEL

A AMP, AMBER EL, ELEV ELEVATION LSL LONG SLOTTED HOLE SV, SOL SOLENOID VALVE

AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY & TRANSPORTATION ELB ELBOW LT LIGHT, LEFT SW SWITCH

AB AIR BUBBLER ELEC, ELECT ELECTRICAL LTG LIGHTING SWP SERVICE WATER PUMP

ABT ABOUT EM EMERGENCY LW, L/W LAND WALL SY SQUARE YARD

AC AIR CONDITIONING, ALTERNATING CURRENT EMB EMBEDDED M MOTOR, METER SYM SYMMETRICAL

ACCU AIR CONDENSING UNIT EMT ELECTRICAL METALLIC TUBING M-8 MIDDLE WALL MONOLITH NO. 8 T, XFMR TRANSFORMER

ACE-IT ARMY CORPS OF ENGINEERS INFORMATION TECHNOLOGY EQ EQUAL MATL MATERIAL T/ TOP OF

ACI AMERICAN CONCRETE INSTITUTE EQUIP EQUIPMENT MAX MAXIMUM TB TERMINAL BLOCK

AF AMP FRAME RATING ES EACH SIDE MB/S MEGABYTE PER SECOND TEMP TEMPORARY

AFF ABOVE FINISHED FLOOR EST ESTIMATED MCC MOTOR CONTROL CENTER TF TOF FACE, TRENCH FLOOR

AGA AMERICAN GAS ASSOCIATION E-STOP EMERGENCY STOP MDS MAIN DISCONNECT SWITCH TH THERMOSTAT

AHU AIR HANDLING UNIT ESV EMPTYING SOLENOID VALVE MECH MECHANICAL THK THICK

AIC AMPERE INTERRUPTING CAPACITY EV, E/V EMPTYING VALVE MFR MANUFACTURER TM TILTMETER

AIEE AMERICAN INSTITUTE OF ELECTRICAL ENGINEERS EW EACH WAY MH MANHOLE TOC TOP OF CONCRETE

AISC AMERICAN SOCIETY OF STEEL & CONSTRUCTION EXH EXHAUST MIL ONE THOUSANDTH OF AN INCH TOG TOP OF GRATING

ALT ALTERNATE EXIST EXISTING MIN MINIMUM TOR TOP OF ROCK

ALUM ALUMINUM EXP EXPANSION MISC MISCELLANEOUS TOS TOP OF STEEL

APPROX APPROXIMATELY EXT EXTERIOR MJ MONOLITH JOINT, MECHANICAL JOINT TP TILT PLATE

ARCH ARCHITECTURAL F FUSE, DEGREES FAHRENHEIT MK MARK TRANS TRANSVERSE

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS F/F FACE TO FACE MONO MONOLITH TS TRAFFIC SIGNAL

ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS FA FIRE ALARM MTD MOUNTED TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR

ASSY ASSEMBLY FB FUSE BOX MTL METAL TYP TYPICAL

ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS F'C 28 DAY COMPRESSION CONCRETE STRENGTH GIVEN IN PSI MTS MANUAL TRANSFER SWITCH UFC UNIFIED FACILITIES CRITERIA

AT AMP TRIP RATING FCM FRACTURE CRITICAL MEMBER MW, M/W MIDDLE WALL UH UNIT HEATER

ATS AUTOMATIC TRANSFER SWITCH FD FLOOR DRAIN N NORTH, NITROGEN, NEUTRAL UL UNDERWRITERS LABORATORIES

AUX AUXILIARY FF FAR FACE NAVD NORTH AMERICAN VERTICAL DATUM UNC UNIFIED NATIONAL COARSE

AVG AVERAGE FH FLAT HEAD NC NORMALLY CLOSED UNO UNLESS OTHERWISE NOTED

AW AIR WHISTLE FIXT FIXTURE NEC NATIONAL ELECTRICAL CODE UP UPPER POOL

AWG AMERICAN WIRE GAGE FL FLOODLIGHT NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION UPS UNINTERRUPTIBLE POWER SUPPLY

AWS AMERICAN WELDING SOCIETY FLG FLANGE NF NOT FUSED, NEAR FACE US, U/S UPSTREAM

AWWA AMERICAN WATER WORKS ASSOCIATION FLR FLOOR NFPA NATIONAL FIRE PROTECTION ASSOCIATION USACE UNITED STATES ARMY CORPS OF ENGINEERS

B TO B BACK TO BACK FM FLOATING MOORING, FORCE MAIN NGS NATIONAL GEODETIC SURVEY USLW UPSTREAM LAND WALL

B.S. BLACK STEEL FMB FLOATING MOORING BITT NGVD NATIONAL GEODETIC VERTICAL DATUM USMW UPSTREAM MIDDLE WALL

B/ BOTTOM OF FO FIBER OPTIC NIC NOT IN CONTRACT USRW UPSTREAM RIVER WALL

BKR BREAKER FRP FIBER REINFORCED POLYMER NO NUMBER, NORMALLY OPEN UT ULTRASONIC TESTING

BL BASELINE FS FAR SIDE NOM NOMINAL V VOLTS

BLDG BUILDING FSV FILLING SOLENOID VALVE NPT NATIONAL PIPE THREAD VAC VOLTS ALTERNATING CURRENT

BLK BLACK FT FOOT, FEET NS NEAR SIDE VCP VITRIFIED CLAY PIPE

BLU BLUE FU FUSE NTRL, N NEUTRAL VDC VOLTS DIRECT CURRENT

BM BEAM FV, F/V FILLING VALVE NTS NOT TO SCALE VERT VERTICAL

BOT BOTTOM Fy YIELD STRENGTH O/O OUT TO OUT VFD VARIABLE FREQUENCY DRIVE

BRG BEARING G, GRD GROUND OC ON CENTER VOIP VOICE OVER INTERNET PROTOCOL

BRN BROWN GA GAUGE OD OUTSIDE DIAMETER W WATTS, WIDTH, WATER, WEST, WHITE

BSV BLOCKING SOLENOID VALVE GAL GALLON ODOT OHIO DEPARTMENT OF TRANSPORTATION W/ WITH

BT BENT GALV GALVANIZED OF OUTSIDE FACE W/OUT WITHOUT

BTU BRITISH THERMAL UNITS GEN GENERATOR OL OVERLOAD WF WIDE FLANGE

BYP BYPASS GFE GOVERNMENT FURNISHED EQUIPMENT OPG OPENING WH WATER HEATER

C CONDUIT, DEGREES CELSIUS, CONDUCTOR GFI, GFCI GROUND FAULT CIRCUIT INTERRUPTER OPP OPPOSITE WOF WELDED ON FEMALE INTERLOCK

C/C CENTER TO CENTER GFM GOVERNMENT FURNISHED MATERIAL OPT OPTIONAL WOM WELDED ON MALE INTERLOCK

CA COMPRESSED AIR GFRP GLASS FIBER REINFORCED POLYMER ORG ORANGE WP WATERPROOF, WEATHERPROOF, WORKING POINT

CAB CABINET GPM GALLONS PER MINUTE P POLE WT WEIGHT, TEE SECTION

CAD COMPUTER-AIDED DRAFTING GR GRADE OF STEEL PB PUSH BUTTON, PULL BOX WWR WELDED WIRE REINFORCEMENT

CAHU CONDENSING UNIT GRS GALVANIZED RIGID STEEL PC PERSONAL COMPUTER, PIECE, PROTECTION CELL YD YARD

CAM CAMERA GTG GRATING PENNDOT PENNSYLVANIA DEPARTMENT OF TRANSPORTATION YEL YELLOW

CAP CAPACITY GV GATE VALVE PF POWER FACTOR

CAT CATALOG GWB GYPSUM WALL BOARD PH PHASE

CAT5 CATEGORY 5 CABLE H.D. HEAVY DUTY PL PLATE

CB CIRCUIT BREAKER HC HEATER CONTACTOR PLC PROGRAMMABLE LOGIC CONTROLLER

C'BORE COUNTER BORE HD HEAD, HIGH DEFINITION PNL PANEL

CCTV CLOSED CIRCUIT TELEVISION HDG HOT DIP GALVANIZED POS POSITIVE

CD COFFERDAM HDLS HEADLESS POT POTENTIOMETER

CFM CUBIC FEET PER MINUTE HDPE HIGH DENSITY POLYETHYLENE PP POWER PANELBOARD

CFRP CARBON REINFORCED POLYMER HEX HEXAGONAL PR PAIR

CG CENTER OF GRAVITY HH HANDHOLE PS POWER SUPPLY

CI CAST IRON HID HIGH INTENSITY DISCHARGE PSC PRESTRESSED CONCRETE

CIP CAST-IN-PLACE, CAST IRON PIE HK HOOK PSF POUNDS PER SQUARE FOOT

CJ CONSTRUCTION JOINT HMI HUMAN MACHINE INTERFACE PSI POUNDS PER SQUARE INCH

CJT CONTROL JOINT HML HIGH MAST LIGHTING PSM POWER SUPPLY MODULE

CKT CIRCUIT HOA, H-O-A HIGH-OFF-AUTOMATIC PT PRESSURE TRANSDUCER

CL CENTERLINE HORIZ HORIZONTAL PTZ PAN TILT ZOOM

CLR CLEAR HP HORSEPOWER, HIGH POINT PVC POLYVINYL CHLORIDE

CMU CONCRETE MASONRY UNIT HPS HIGH PRESSURE SODIUM PWR POWER

CO CLEANOUT HPU HYDRAULIC POWER UNIT QTY QUANTITY

COAX COAXIAL HS HIGH STRENGTH R, RAD RADIUS

COMM COMMUNICATION HSA HEADED STUD ANCHOR R/C RIVER CHAMBER

CONC CONCRETE HT HEIGHT R-8 RIVER WALL MONOLITH NO. 8

CONN CONNECTION HTR HEATER RA RETURN AIR

CONST CONSTRUCTION HVAC HEATING, VENTILATING & AIR CONDITIONING RECEP RECEPTACLE

CONT CONTINUOUS HW HOT WATER REF REFERENCE

COR CONTRACTING OFFICER'S REPRESENTATIVE HZ HERTZ REINF REINFORCING

COV COVERAGE I/O INPUT/OUTPUT REQD REQUIRED

CPA CORNER PROTECTION TYPE A (HORIZONTAL) IC INCLINOMETER RMG RELATIVE MOVEMENT GROUP

CPB CORNER PROTECTION TYPE B (VERTICAL) ICP INTERLOCK CONTROL PANEL RR RAILROAD

CPU CENTRAL PROCESSING UNIT ID INSIDE DIAMETER RT RIGHT, RADIOGRAPH TESTING

CR CONTROL RELAY IE INVERT ELEVATION RW, R/W RIVER WALL

CS1, CS-1 CONTROL STATION NO. 1 IF INSIDE FACE S SOUTH

CSK COUNTERSUNK IN INCH SA SUPPLY AIR

CTR, CTRS CENTER, CENTERS INT INTERIOR SAN SANITARY

CTRL CONTROL INV INVERT SCADA SUPERVISORY CONTROL & DATA ACQUISITION

CU FT, CF CUBIC FOOT JB, J. BOX JUNCTION BOX SCH SCHEDULE

CU YD, CY CUBIC YARD JT JOINT SDR STANDARD DIMENSION RATIO

CW COLD WATER K KIP (1 KIP = 1,000 LBS) SECT SECTION

CWL CONTRACTOR WORK LIMITS KCMIL ONE THOUSAND CIRCULAR MILS SEL SELECT

CYL CYLINDER KSI KIPS PER SQUARE INCH SF SQUARE FOOT

DC DIRECT CURRENT KVA KILOVOLT AMPS SH, SHLD SHIELDED

DEG DEGREE KW KILOWATT SHT SHEET

DEMO DEMOLITION L ANGLE SIM SIMILAR

DI DUCTILE IRON L/C LAND CHAMBER SJ CONTRACTION JOINT

DIA DIAMETER L/D LOCK AND DAM SL SLOPE

DIAG DIAGONAL L-8 LAND WALL MONOLITH NO. 8 SLS SEWAGE LIFT STATION

DIM DIMENSION LA LIGHTING ARRESTOR SOL SOLENOID

DIP DUCTILE IRON PIPE LBS POUNDS SP SUMP PUMP, SPACE

DISC SW, DS DISCONNECT SWITCH LC LIGHTING CONTACTOR SPA SPACING

DL DEAD LOAD LCD LIQUID CRYSTAL DIODE SPD SURGE PROTECTIVE DEVICE

DN DOWN LCY LATCHING CYLINDER SPDT SINGLE POLE DOUBLE THROW

DP DEEP, DISTRIBUTION PANEL Ld DEVELOPMENT LENGTH SPEC SPECIFICATION

DPDT DOUBLE POLE DOUBLE THROW Ldh HOOK DEVELOPMENT LENGTH SQ SQUARE

DPST DOUBLE POLE SINGLE THROW LDT LINEAR DISPLACEMENT TRANSDUCER SS STAINLESS STEEL, SAFETY SWITCH

DS, D/S DOWNSTREAM LED LIGHT EMITTING DIODE CLUSTER LAMP SSP SHEET PILE

DSLW DOWNSTREAM LAND WALL LF LINEAR FEET SSPC STRUCTURAL STEEL PAINTING COUNCIL

DSMW DOWNSTREAM MIDDLE WALL LG LONG ST STL STAINLESS STEEL

DSRW DOWNSTREAM RIVER WALL LIN LINEAR STA STATION

DVR DIGITAL VIDEO RECORDER LL LIVE LOAD STD STANDARD

DWG, DWGS DRAWING, DRAWINGS LLH LONG LEG HORIZONTAL STG CTRS STAGGERED CENTERS

DWP DEWATERING PUMP LLV LONG LEG VERTICAL STIFF STIFFENER

E EAST LMC LATEX MODIFIED CONCRETE STIR STIRRUP

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STRUCTURAL STEEL:

GENERAL NOTES

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CONCRETE

EARTH

ROCK

GRAVEL

RIPRAP/DERRICK STONE

STANDARD LEGENDS:

SEE LEGENDS ON INDIVIDUAL PLANS FOR ALTERNATIVES OR ADDITIONSNOTE:

DURING CONCRETE PLACMENT.

MAINTAINING ALIGNMENT OF ALL EMBEDDED METALS WITHIN SPECIFIED TOLERANCES

17. CONTRACTOR SHALL SUBMIT FOR APPROVAL A PLAN FOR ANCHORING, ALIGNING AND

16. ALL HOOKS SHALL BE ACI STANDARD HOOKS UNLESS DIMENSIONED OTHERWISE.

15. ALL REINFORCING DETAILS SHALL CONFORM TO "ACI DETAILING MANUAL", SP66.

INDICATED ON THE DRAWINGS.

REINFORCEMENT WILL BE DICTATED BY THE CONCRETE GEOMETRY AND THE DIMENSION

14. BAR SPACING INDICATED ON REINFORCING DRAWINGS IS A MAXIMUM. ACTUAL SPACING OF

13. NO WELDING WILL BE PERMITTED ON ANY REINFORCEMENT UNLESS SHOWN ON DRAWINGS.

12. ALL REINFORCEMENT SHALL BE DISCONTINUOUS AT ALL MONOLITH JOINTS.

IN THE FIELD OR FABRICATED TO MISS EMBEDDED ITEMS AND OBSTRUCTIONS.

11. SUBJECT TO THE CONTRACTING OFFICER'S APPROVAL, BARS MAY BE SHIFTED SLIGHTLY, BENT

RECOMMENDATIONS.

10. INSTALL AND TIGHTEN POST-INSTALLED ANCHORS AS PER MANUFACTURER'S

THE REQUIREMENTS OF ASTM A193 GRADE B7 UNO.

" DIAMETER THREADED ROD MEETING 4

39. ALL POST-INSTALLED ADHESIVE ANCHORS SHALL BE

AS PER ACI 318-14 FOR DOWEL REINFORCEMENT.

8. UNLESS NOTED OTHERWISE, PROVIDE MINIMUM EMBEDMENT DEPTH IN EXISTING CONCRETE

APPROVED EQUAL FOR DRY CONDITIONS.

7. ADHESIVE FOR POST-INSTALLED ANCHORS AND DOWELS SHALL BE HILTI HIT-HY 200 OR

MANUFACTURER'S WRITTEN INSTRUCTIONS.

AND POST-INSTALLED ANCHORS. HOLE DIAMETERS SHALL BE ACCORDING TO ADHESIVE

6. REFER TO SPECIFICATIONS FOR REQUIREMENTS FOR DRILLING AND BONDING OF DOWELS

SHOWN ON THE PLANS IN ORDER TO ACHIEVE THE REQUIRED DEPTH IN SOUND CONCRETE.

AND POST-INSTALLED ANCHOR LENGTHS MAY HAVE TO BE INCREASED FROM WHAT IS

CONCRETE SHALL BE THE DEPTH REQUIRED INTO SOUND CONCRETE. REINFORCING BAR

ANCHOR DRILLED AND GROUTED INTO EXISTING AND PREVIOUSLY PLACED AND HARDENED

5. THE MINIMUM DEPTH SHOWN ON THE PLANS FOR REINFORCING AND POST-INSTALLED

APPROVED. VERTICAL REINFORCING MAY HAVE ONE SPLICE FOR EACH TWO LIFTS.

REASONABLE CONSTRUCTABILITY BY THE CONTRACTING OFFICER WILL NOT BE

WILL BE AT THE CONTRACTOR'S EXPENSE. ANY SPLICES CONSIDERED EXCESS TO

AND OTHER THAN ANY ADDITIONAL SPLICES REQUIRED BY THE CONTRACTING OFFICER

BY THE CONTRACTING OFFICER. SPLICES OTHER THOSE SHOWN ON THE DRAWINGS

DRAWINGS, WHERE ESSENTIAL TO CONSTRUCTABILITY AND SUBJECT TO APPROVAL

BE ALLOWED TO MAKE SPLICES IN ADDITION TO THOSE INDICATED ON THE

SHALL BE THE SPLICE LENGTH OF THE LARGER BAR. THE CONTRACTOR WILL

4. WHEN BARS OF DIFFERENT DIAMETER ARE LAP SPLICED, SPLICE LENGTHS

3. PROVIDE LAP SPLICE LENGTHS DETERMINE USING ACI 318-14,25.5.

2. REINFORCING SHALL BE ASTM A615, GRADE 60 (FY = 60,000 PSI)

UNLESS OTHERWISE NOTED.

1. THE MINIMUM COVER REQUIREMENTS FOR ALL REINFORCEMENT SHALL BE 2"

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CERTIFIED FINAL DOCUMENTS

CONCRETE NOTES:

REINFORCEMENT NOTES:

BRIDGE SUPERSTRUCTURE DESIGN:

DESIGN LOAD AND CRITERIA

REQUIREMENTS.

REFER TO SPECIFICATIONS FOR HOT WEATHER AND COLD WEATHER CONCRETE 7.

TO PLACING NEW CONCRETE.

WIRE BRUSH CLEAN AND MOISTEN ALL CONSTRUCTION JOINTS IMMEDIATELY PRIOR 6.

BE SECURED IN PLACE BEFORE CONCRETE IS PLACED.

ALL EMBEDDED STEEL, ANCHORS, DRAIN OUTLETS, EMBEDDED METAL, ETC. SHALL 5.

CONCRETE SURFACE FINISHES SHALL BE AS NOTED IN THE SPECIFICATIONS.4.

ALL EXPOSED EDGES SHALL BE PROVIDED WITH 1/2" CHAMFER, EXCEPT AS NOTED.3.

SEE SPECIFICATIONS FOR CONCRETE SLUMP AND AIR ENTRAINMENT.2.

SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRESS (f'c) OF 4500 PSI.

CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE SPECIFICATIONS AND 1.

9. ALL ELEVATIONS SHOWN ON THE CONTRACT DRAWINGS ARE NAVD88.

NGVD29. THE CONVERSION FROM NGVD29 TO NAVD88 IS -0.45.

8. ALL DAM ELEVATIONS SHOWN ON THE REFERNECE DRAWINGS ARE

OF CONSTRUCTION.

APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES

IT IS THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL 7.

DIMENSIONS ARE IN FEET AND INCHES.6.

STATIONS AND ELEVATIONS ARE IN FEET.5.

TEMPORARY BRACING OR OTHER ITEMS THAT MAY BE NECESSARY.

INSTALLATION. THIS INCLUDES PROVISIONS FOR ADEQUATE

OF THE STRUCTURE AND ITS COMPONENT PARTS DURING

CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE DESIGN SAFETY

STABLE AFTER THE STRUCTURE IS FULLY COMPLETED. IT IS THE

THE STRUCTURES ARE DESIGNATED TO BE SELF-SUPPORTING AND 4

THE SPECIFICATIONS FOR ENVIRONEMTNAL REQUIREMENTS.

CONSTRUCTION ACTIVITIES IS OF PRIME IMPORTANCE. REFER TO

PROTECTION OF THE RESERVOIR AND SURROUNDING AREA FROM

THE CONTRACTOR SHALL NOTE THAT DURING CONSTRUCTION THE 3.

TO REMAIN IN-PLACE.

THE CONTRACTOR SHALL PREVENT DAMAGE TO FEATURES OF WORK

SPECIFICATIONS. ALL DEMOLITION WORK SHALL BE DONE WITH CARE.

AND PROTECT EXISTING FACILITIES, IN ACCORDANCE WITH THE

VARIOUS ITEMS, PROVIDE ACCESS TO GOVERNMENT PERSONNEL

CONTRACTOR SHALL BE REQUIRED TO REMOVE AND REPLACE

IN CONJUNCTION WITH THE DEMOLITION ACTIVITIES, THE 2.

WITH WORK.

CONTRACTING OFFICER OF ANY DEVIATIONS BEFORE PROCEEDING

FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS. NOTIFY THE

ON EXISTING REFERENCE DRAWINGS. THE CONTRACTOR SHALL

ALL DIMENSIONS AND ELEVATIONS ARE APPROXIMATE AND BASED 1.

BRIDGE DEAD LOADS INCLUDES SELF WEIGHT ONLY.3.

BRIDGE LIVE LOADS H-10.2.

APPROX 300,000 LBS.

REFERENCE DRAWING O38aa-U1-53/1.2. NOTE THAT ACTUAL GANTRY WEIGHT IS

LOADING IS CONSISTENT WITH THE GANTRY CRANE LOADING. REFER TO

BRIDGE DECK LOADING IS CONSISTENT WITH AN H-10 TRUCK LOADING. BRIDGE 1.

REPLACEMENT.

ENCOUNTERED ON THE STEEL BRIDGE MEMBERS THAT WOULD WARRANT

LOSS AND DETERIORATION BY THE GOVERNMENT. DETERIORATION MAY BE

THAT SUPPORT THE CONCRETE DECKS SHALL BE EVALUATED FOR SECTION

OF THE STEEL MEMBERS ONCE CLEANING IS COMPLETE. ALL STEEL MEMBERS

THE CONTRACTOR SHALL PROVIDE ACCESS FOR INSPECTION8.

STAINLESS STEEL SHALL BE GALVANIZED UNO.

ALL NUTS, BOLTS, WASHERS, AND FASTENERS EXCEPT FOR THOSE MADE OF 7.

GRADE 50, Fy=50KSI MIN, UNO

SPECIFICATIONS: PLATES, CHANNELS, ANGLES, AND MISC STEEL - ASTM A572,

ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM 6.

EXISTING BOLTS SHALL NOT BE REUSED.5.

GR A325 BOLTS TIGHTENED TO SNUG-TIGHT CONDITION UNO.

ALL STEEL TO STEEL CONNECTIONS SHALL BE MADE WITH NEW ASTM F3125 4.

WELDING SOCIETY'S STRUCTURAL WELDING CODE AWS D1.1 OR AWS D1.5.

ALL WELDING SHALL CONFORM TO APPLICABLE PORTIONS OF THE AMERICAN 3.

WELD MATERIAL SHALL BE E70XX IN CONFORMANCE WITH AWS.2.

PRACTICE FOR STEEL BUILDINGS AND BRIDGES."

STRUCTURAL STEEL WORK SHALL CONFORM TO AISC "CODE OF STANDARD 1.

30'-0" 10'-0"

25'-0"40'-0"

BASE CONTRACT

105'-0"

OPTION 1

80'-0"

OPTION 2

135'-0"

SEE DWG S-1014 SEE DWG S-1034 SEE DWG S-1041

NOTES:

GATE #4

SLUICE

GATE #3

SLUICE

GATE #2

SLUICE

GATE #1

SLUICE

OVERALL PHASE PLAN

1"=40'-0"

S T

A

.0

S T

A

.0

S T

A

.0

S T

A

.0

LEGEND

MONOLITH NUMBER

TO START OF WORK.

AND NOTIFY THE COR OF ANY DISCREPENCIES PRIOR

2. CONTRACTOR TO VERIFY EXCISTING CONDITIONS AND

AND ARE SHOWN TO NGVD29 DATUM.

FROM THE REFERENCE DRAWINGS ARE NOT TO SCALE

UPSTREAM ELEVATION VIEWS ARE SCANNED VIEWS

1. ELEVATIONS SHOWN IN THE DOWNSTREAM AND

o n o n o n

1 on 3

S T

A

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1 on 3

NO. 4

ADIT

NO. 2

ADIT

NO. 1

ADIT

18 19

3 41 2

9 107 8

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LC LC LC LC PIER #10PIER #7 PIER #8 PIER #9

G-1006

40' 80'0

SCALE: 1"=40'

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0'-

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(S E E N

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BUSH

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RECREATIO

N

AREA

FROM

DAM

TO

10. AERIAL IMAGERY WAS FLOWN ON 04/2016.

LOADING RESTRICTIONS WILL REMAIN UNTIL SATISFACTORY COMPLETION OF BASE CONTRACT.

POUNDS PER SQUARE FOOT. THE GANTRY CRANE SHALL NOT OPERATE IN THIS AREA. THESE

9. LOADING ON TOP OF DECK BETWEEN STATION 4+10 AND 4+30 SHALL NOT EXCEED 100

THE CONTRACT DURATION AS DIRECTED BY THE CONTRACTING OFFICER.

THE TRASH BOOM, PRIOR TO DISCONNECTING THE TRASH BOOM AND AS NEEDED DURING

8. ONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF FLOATING DEBRIS AGAINST

FLOATING TRASH BOOM IMMEDIATELY AFTER EACH PASSAGE.

THE FLOATING PLANT TO AND FROM THE DAM. CONTRACTOR MUST REASSEMBLE THE

REMOVE AS MANY SECTIONS OF THE FLOATING TRASH BOOM AS REQUIRED TO FERRY

GATE TOWARDS THE LEFT CENTER OF THE RESERVOIR. CONTRACTOR IS PERMITTED TO

7. THE FLOATING TRASH BOOM IS COMPRISED OF 10-FOOT LONG LINKED SECTIONS AND A

BY THE TIME THE POOL REACHES ELEVATION 940.0 FEET.

MOORING AREA AND SECURED AT AN AREA UPSTREAM OF THE FLOATING TRASH BOOM

6. THE CONTRACTOR'S FLOATING PLANT MUST BE COMPLETELY REMOVED FROM THE

TIME THE POOL REACHES ELEVATION 935.0 FEET.

SECURED AT THAT LOCATION, OR BE REMOVED FROM THE RESERVOIR ENTIRELY, BY THE

MOVED FROM THE BOAT DOCK TO THE BUSH RECREATION AREA STAGING FACILITY AND

BOAT DOCK DURING THE DURATION OF THE CONTRACT. THE WATERCRAFT MUST BE

5. ONE SMALL WATERCRAFT (UP TO 20 FEET LONG) MAY BE STORED AT THE FLOATING

GRAVEL ROAD.

SMALL WATERCRAFT. CONTRACTOR SHALL NOT BE PERMITTED TO DEVIATE FROM THE

4. CONTRACTOR MAY USE GRAVEL ROAD INDICATED ON DRAWING FOR LAUNCHING OF

SHALL MEET ALL REQUIREMENTS IN EM 385-1-1. SEE SHEET C-5020 FOR DETAILS.

SURROUNDING THE OPPOSITE SIDE OF THE PLAYGROUND. THE FENCE

AS INDICATED ON THE DRAWING. THE FENCE SHALL EXTEND TO THE GUIDERAILS

3. FENCING WITH ONE ENTRY GATE SHALL BE INSTALLED AROUND THE PLAY-GROUND AREA,

SECURITY MEASURES AND FENCING IN ACCORDANCE WITH EM 385-1-1.

THROUGH THE UPPER PARKING LOT AT ALL TIMES. CONTRACTOR SHALL PROVIDE ALL

2. CONTRACTOR MUST ALLOW FOR A 16-FT WIDE UNOBSTRUCTED LANE FOR TRAFFIC

TRAFFIC. SEE SPECIFICATIONS.

TRAFFIC CONTROL MEASURES PRIOR TO STARTING ANY ACTIVITY THAT WILL OBSTRUCT

OBTAIN APPROVAL FROM THE CONTRACTING OFFICER AND IMPLEMENT APPROPRIATE

SITE ACCESS ROUTES SHALL REMAIN FULLY OPEN TO THE PUBLIC. CONTRACTOR MUST

ZONES FOR CONSTRUCTION STAGING, STORAGE OF EQUIPMENT, OR VEHICLE PARKING.

1. CONTRACTOR SHALL NOT BE PERMITTED TO USE THE IDENTIFIED ACCESSWAYS OR

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G-1011

LOYALHANNA DAM SITE

LOYALHANNA LAKE

LOYALHANNA CREEK

NOTES:

LO

Y A

LH

A N

N A D

A M R

O A D

FLOATING TRASH BOOM

WORK LIMITS

CONTRACTOR

WORK LIMITS

CONTRACTOR

WORK LIMITS

CONTRACTOR

(APPROX LOCATION)

GRAVEL ROAD

(SEE NOTES 1 & 4)

GATE

SECURITY

EXISTING

UPPER PARKING AREA

OF DAM

U/S FACE

PARKING AREA

LAYDOWN/

CONTRACTOR

(SEE NOTE 5)

FLOATING BOAT DOCK

LAYDOWN AREA

CONTRACTOR

(FOOT TRAFFIC ONLY)

FLOATING BOAT DOCK

CONTRACTOR ACCESS TO

WORK AREA (SEE NOTE 1)

ACCESSWAY TO PROJECT

DESIGNATED CONTRACTOR

WORK AREA (SEE NOTE 1)

ACCESSWAY TO PROJECT

DESIGNATED CONTRACTOR

PLAYGROUND AREA

100' 200'0

SCALE: 1"=100'

F L O

W

(SEE NOTE 3)

PROPOSED FENCE

(SEE NOTE 3)

PROPOSED GATE

B S

A K

M A

R

(SEE NOTE 6)

MOORING AREA

FLOATING PLANT

LAYDOWN AREA

CONTRACTOR

EXISTING SITE CONDITIONS AND CONTRACTOR WORK LIMITS PLAN

1" = 100'-0"

C O

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SEE NOTE 9

(SEE NOTES 7 AND 8)

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CONTRACTOR WORK LIMITS

LEGEND

USACE PROPERTY LINE

EDGE OF WATER/SHORELINE

EXISTING GUIDE RAIL

STAGING AREA

CONTRACTOR PARKING/LAYDOWN/

FLOATING PLANT MOORING AREA

PROPOSED FENCE

'-0

'-0

" C

P P

BEACH AREA

TREE

(GRAVEL)

PARKING

(GRAVEL)

PARKING

TREE

SYCAMORE

TREE

SYCAMORE

TREE

(GRAVEL)

PARKING

(GRAVEL)

CAMPING AREA

TREE

TREE

TREE

TREE

(GRAVEL)

CAMPING AREA

TREE

(GRAVEL)

CAMPING AREA

(GRAVEL)

PARKING

(SINGLE-ARM)

GATE

TREE

TREE

TREE

TREE

(GRAVEL)

PARKING

"STOP"

SIGN

ENTER"

"DO NOT

SIGN

(GRAVEL)

PARKING

INLET

TREE

TREE

MAPLE

INLET

12" CPP

8" MAPLE

4" MAPLE

4" MAPLE

ELEC BOX

ELEC BOX

TURN"

LEFT

"NO

SIGN

BBQ

TREE

TREE

FOLLOW RT 981N"

LOYALHANNA DAM

"LEFT ARROW

SIGN

RECREATION AREA"

"USACE - BUSH

SIGNTREE

PINE

"BOAT DOCK RD"

SIGN

"STOP"

SIGN

TREE

LP

(REMOVABLE)

BOAT DOCKS

(CONCRETE)

BOAT RAMP

DUMPSTER

AND REFUSE

CONC PAD

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019 13:0

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G-1012

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N D

EXISTING SERVICE DOCK

(SEE NOTE 3)

(SEE NOTE 4)

EXISTING STONE PAD

(SEE NOTE 2)

STAGING AREA

EXISTING SECURITY GATE

EXISTING SECURITY GATE

EXISTING SECURITY GATE

(SEE NOTE 5)

PARKING AREA

CONTRACTOR

BOAT DOCK ROAD

B U

S H R

O A

D

A C

C E S S T

O B

O A T R

A M P

WORK LIMITS

CONTRACTOR

WORK LIMITS

CONTRACTOR

WORK LIMITS

CONTRACTOR

WORK LIMITS

CONTRACTOR

WORK LIMITS

CONTRACTOR

WORK LIMITS

CONTRACTOR

SEE NOTE 1

SEE NOTE 1

SEE NOTE 1

NOTES:

30' 60'0

SCALE: 1"=30'

N

BUSH RECREATION AREA

LOYALHANNA LAKE

LOYALHANNA LAKE

T O D

A M

EXISTING FENCE

EXISTING SITE CONDITIONS AND CONTRACTOR WORK LIMITS PLAN

1" = 30'-0"

C O

N T

R A

C T

O R W

O R

K L

IM

IT

8. AERIAL IMAGERY TAKEN 04/2016 DOES NOT REFLECT ADDITION OF STAGING AREA.

(MEASURED IN 2015). DO NOT OPERATE MARINE EQUIPMENT WEST OF THE BOAT RAMP.

AND TEMPORARY MOORING AREA WITH THE TOP OF SEDIMENT AT APPROX. EL. 915 FEET

7. CONTRACTOR IS NOTIFIED OF SHALLOW POOL DEPTHS IN THE VICINITY OF THE BOAT RAMP

6. TEMPORARY MOORING AREA TO BE USED DURING HIGH WATER EVENTS. SEE SPECIFICATIONS.

5. THE IDENTIFIED PARKING AREA MAY BE USED FOR CONTRACTOR PERSONNEL PARKING.

4. CONTRACTOR MAY USE THE STONE PAD AS A LAYDOWN AND STORAGE AREA.

THE TIME THE LOYALHANNA LAKE POOL REACHES ELEVATION 925.0 FEET.

3. CONTRACTOR SHALL EVACUATE ALL EQUIPMENT AND MATERIALS FROM THE SERVICE DOCK BY

EXISTING FENCE WITH GATES.

ACCESS LOOP, SERVICE DOCK, AND A STONE PAD. THE STAGING AREA IS SECURED BY AN

PLANT AND FOR STAGING OF MATERIALS AND EQUIPMENT. THE AREA CONSISTS OF A PAVED

2. CONTRACTOR MAY USE THE IDENTIFIED STAGING AREA TO ASSEMBLE AND LAUNCH THE FLOATING

STARTING ANY ACTIVITY THAT WILL OBSTRUCT TRAFFIC.

CONTRACTING OFFICER AND IMPLEMENT APPROPRIATE TRAFFIC CONTROL MEASURES PRIOR TO

SHALL REMAIN FULLY OPEN TO THE PUBLIC. CONTRACTOR MUST OBTAIN APPROVAL FROM THE

CONSTRUCTION STAGING, STORAGE OF EQUIPMENT, OR VEHICLE PARKING. SITE ACCESS ROUTES

1. CONTRACTOR SHALL NOT BE PERMITTED TO USE THE IDENTIFIED ACCESSWAYS OR ZONES FOR

NOTE 6, SHEET G-1011

THIS SHEET, AND

AREA - SEE NOTES 6 & 7,

TEMPORARY MOORING

R T

Y S

Z K

IE

W

IC

Z

J

R U

S N

A K

/s

G R

E G N M

E Y

E R P .E

J

U L

CONTRACTOR WORK LIMITS

LEGEND

USACE PROPERTY LINE

CONTRACTOR PARKING AREA

CONTRACTOR STAGING AREA

TEMPORARY MOORING AREA

M2

LOYAL

M4

M3

M1

M5

DESIGNATION

MONUMENT

NORTHING

GRID

EASTING

GRID

HEIGHT

ORTHO

STATION OFFSET DESCRIPTION

LOYAL 414386.47 1494748.50 991.64 13+61.31 -34.24 USACE BRONZE DISK

M1 413570.98 1495196.29 987.12 4+31.59 0 PEDESTAL

M2 414660.75 1494649.09 --- 16+51.03 0 PEDESTAL

M3 414296.49 1494549.87 995.81 13+70.03 -252.12 PEDESTAL

M4 414746.87 1494883.69 --- 16+22.72 248.30 PEDESTAL

M5 414194.99 1495226.90 912.46 9+75.52 307.37 PEDESTAL

0+00 413185.28 1495389.96 --- 0+00 0 NONE

FL

OW

N

B

B A

K

V-1005

U

R V

E Y C

O N

T R

O L P

L A

N

SURVEY CONTROL POINT

LEGEND:

60' 120'0

SCALE: 1"=60'

B P

R

IC

E

MATCH

LIN

E

- T

HI

S

SHEET

MATCH

LIN

E

- T

HI

S

SHEET

0+00 BEING THE COORDINATE DENOTED IN THE ABOVE TABLE.

8. THE ALIGNMENT IS DEFINED AS A LINE RUNNING FROM M1 TO M2, WITH

0.99991644.

7. THE AVERAGE COMBINED SCALE FACTOR FOR THE PROJECT IS

CONCRETE FILLED VERTICAL PIPE.

OF THE 5/8 INCH ALL THREAD PROTRUDING FROM THE TOP OF THE

6. THE DATUM POINT FOR THE PEDESTAL MONUMENTS IS THE TOP

PUBLISHED ORTHOMETRIC HEIGHT OF THE PPC, LOYALHANNA.

SURVEY OBSERVATIONS (DIGITAL LEVELING), HOLDING FIXED THE

FROM AN ADJUSTMENT OF MULTIPLE YEARS' OF DEFORMATION

5. THE ORTHOMETRIC HEIGHTS (AKA ELEVATIONS) WERE DERIVED

ARE US SURVEY FEET.

4. THE VERTICAL DATUM ON THIS SHEET IS NAVD88 AND THE UNITS

LOYALHANNA.

FIXED THE PUBLISHED HORIZONTAL POSITION OF THE PPC,

SURVEY OBSERVATIONS (ROBOTIC TOTAL STATION), HOLDING

SQUARES ADJUSTMENT OF MULTIPLE YEARS' OF DEFORMATION

3. THE HORIZONTAL COORDINATES WERE DERIVED FROM A LEAST

3702), THE UNITS ARE US SURVEY FEET.

COORDINATE SYSTEM IS PENNSYLVANIA SPCS SOUTH ZONE (FIPS

2. THE HORIZONTAL DATUM ON THIS SHEET IS NAD83(2011), THE GRID

LOYALHANNA DAM IS “LOYALHANNA”(NGS PID DL1909).

1. THE PRIMARY PROJECT CONTROL (PPC) STATION FOR THE

NOTES:

1" = 60'

SURVEY PLAN:

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CERTIFIED FINAL DOCUMENTS

FLOW

LC

LC

LC

LC

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0+

1+

2+

3+

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+0

+0

+0

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.0

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+0

+0

+0

+0

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(M

IN

/2 (M

A X

/2 (M

IN

16" DIA (MIN)

10'-0" MAXIMUM

LINE POSTS TO BE EQUALLY SPACED

10'-0" MAXIMUM

10" DIA (MIN)

F E

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(M

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16" DIA (MIN)

HINGE

HINGE

DROP ROD

AND GATE POST

END, CORNER

(T

Y P

C-5020

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SHEET ID

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CERTIFIED FINAL DOCUMENTS

USE AND SECTION

MINIMUM OUTSIDE DIMENSIONS (NORMAL)

STEEL POST SCHEDULE

FABRIC WIDTH72:

FENCE WITH TOP RAIL AND TENSION WIRE AT BOTTOMTBR:

CHAIN-LINK FENCE WITHOUT BARBED-WIRE APRONFE-5:

FENCE LEGEND:

TUBULAR - ROUND

CORNER, END & PULL POSTS

TUBULAR - ROUND

LINE POSTS

TUBULAR - ROUND

TOP, BOTTOM, & BRACE RAILS

TUBULAR - ROUND

GATE POSTS

SUPPLIED.

RESPONSIBLE FOR THE PROPER RIGID CONSTRUCTION OF ALL GATES

BRACE ALL-WELDED GATE FRAMES. THE CONTRACTOR SHALL BE

A WELDED HORIZONTAL BRACE MAY BE USED IN LIEU OF TRUSS RODS TO

OR SHALL BE ASSEMBLED USING HEAVY FITTINGS. AT CONTRACTOR'S OPTION,

1.90" NOMINAL (ROUND). GATE FRAMES SHALL BE OF WELDED CONSTRUCTION

3. ALL GATE FRAMES SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM F900

PLACED ON THE SIDE OPPOSITE THE SECURE AREA.

SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK FABRIC SHALL BE

2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE

THAT COMPLY WITH THE SPECIFICATIONS.

TO LIMIT OTHER TYPES OF FENCE SECTIONS AND METHODS OF INSTALLATION

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED

NOTES:

2.375" OD

1.90" OD

1.66" OD

2.375" OD

FABRIC WIDTH 72"

LINE POST

CONCRETE BASE

OR PULL POST

CORNER, END

LINE POST

TIE WIRES OR CLIPS (TYP)

HOG RINGS (TYP)

TIE WIRES OR

GRADE HOG RINGS (TYP)

OF FABRIC

BOTTOM

TOP RAIL

(7 GAGE)

TENSION WIRE

NTS

CHAIN LINK FENCE TYPE FE-5-TBR-72 DETAIL

THRU FENCE

GREEN SLATS

COATED (GREEN)

2" MESH, VINYL (PVC)

FABRIC - 9 GAGE,

CHAIN-LINK FENCE

HINGE

POST

GATE

HINGE

GRADE LINE

TENSION WIRE

TOP RAIL

TRUSS ROD

GATE POST

GATE LATCH

FORK-TYPE

COATED (GREEN)

2" MESH, VINYL (PVC)

FABRIC - 9 GAGE,

CHAIN-LINK FENCE

NTS

PERSONNEL (SWING) GATE

OPENING FOR 8'-0"

(2) 4'-0" GATE LEAFS

COPPER WIRE

#8 AWG SOLID

OF COPPER

CLAMP-TYPE FITTING

WELD OR APPROVED

MOLDED EXOTHERMIC

STEEL GROUND ROD

3/4" DIA COPPER-CLAD

NTS

GROUNDING DETAIL

TENSION WIRE

CONCRETE BASE

(3/8" MIN DIA)

TRUSS ROD

TRUSS ROD AND BAND

BAND

TENSION

(3/8" MIN DIA)

TRUSS ROD

ROUND POST

BRACE RAIL CLAMP DETAIL

FABRIC LINK

ENGAGE EACH

TENSION BAR TO

FABRIC

TENSION BAR

CARRIAGE BOLT

END OR GATE POST DETAIL

NTS

FASTENING DETAILS

RAIL

BRACE

BOTTOM OF FABRIC)

4" FROM TOP AND

OC MAX AND WITHIN

TENSION BAND (15"

NTS

STANDARD SWING GATE HINGE

FABRIC

NTS

TOP OR BRACE RAIL ATTACHMENT

WIRES (2'-0" OC MAX)

9 GAGE STEEL TIE

ROUND POST

NTS

LINE POST ATTACHMENT

OF FABRIC)

TOP AND BOTTOM

AND WITHIN 4" FROM

WIRE (12" OC MAX

9 GAGE STEEL TIE

2'-6" 9'-3" 15'-10" 4'-2"7'-0"

7'-1 1/2"

EXIST 6" PIPE

SEE NOTE 4.

6" AREA DRAIN,

SEE NOTE 4

6" PVC PIPE,

SEE NOTE 4.

AREA DRAIN,

EXISTING CONCRETE

/2

/2

13'-0"2'-0"

4" PVC PIPE

DRILL FOR

5" DIA CORE

SEE NOTE 4

6" PVC PIPE

INSTALLING DRAIN

GROUT PATCH AFTER

FILL VOIDS WITH CONCRETE/

CONCRETE REMOVAL LINE

EXISTING CONCRETE

DRAIN

TRENCH

NEW

6" 22.5° EL

RAIL

CRANE

GANTRY

RAIL

CRANE

GANTRY

RAIL

CRANE

GANTRY

5'-9"

PVC PIPE

NEW 6"

NOTES 4 THRU 6

DRAIN. SEE

NEW AREA

SEE NOTE 4

AREA DRAIN,

SEE NOTE 4

AREA DRAIN

SEE NOTE 4

AREA DRAIN

SEE NOTE 4.

AREA DRAIN,

NOTE 4.

AREA DRAIN, SEE

12'-6"

GFRP LINER

PATCH (WHERE REQ'D)

NEW FRP CONCRETE

8 3/4 "

6 3/4 "

11 3/4 "

1'-5"

GFRP LINER

PATCH (WHERE REQ'D)

NEW CONCRETE

SHALL BE APPROVED BY CONTRACTING OFFICER PRIOR TO CONSTRUCTION.

PEDESTRIAN LOADS. PATCH VOIDS AROUND NEW DRAIN WITH CONCRETE OR GROUT. DRAIN

10. PROVIDE NEW TRENCH DRAIN TO CONNECT TO 4" PVC PIPE. DRAIN SHALL BE ABLE TO SUPPORT

UPSTREAM PARAPET, INSTALL DRAIN PIPE AND SEAL AROUND PIPE.

REMOVAL TO BE DETERMINED BY SELECTED TRENCH DRAIN. CORE DRILL OUTLET THROUGH

CHIPPING CONCRETE FROM THE DRAIN AREA. EXACT WIDTH AND DEPTH OF CONCRETE

9. PREPARE DAM CREST FOR TRENCH DRAIN BY SAW CUTTING PERIMETER OF DRAIN AND

SUCH THAT THE BOTTOM SURFACE OF PIPE DOES NOT EXTEND 1'-8" BELOW BOTTOM OF DECK.

8. CUT 6" VERTICAL DRAIN PIPES TO APPROX 6" BELOW BOTTOM OF DECK. INSTALL PIPE RUNS

7. PROVIDE MINIMUM SLOPE OF 1/16" PER FOOT.

TO AVOID DRILLING THROUGH REINFORCEMENT. INSTALL/FINISH DRAIN PER NOTE 4.

EXCESS CONCRETE NECESSARY FOR BODY OF DRAIN. EXACT LOCATION TO BE FIELD VERIFIED

6. FOR NEW AREA DRAIN, CORE DRILL HOLE THROUGH THE BRIDGE DECK AND HAND CHIP ANY

CONTRACTING OFFICER PRIOR TO CONSTRUCTION.

5. PROVIDE NEW AREA DRAIN TO CONNECT TO 6" PVC PIPE. DRAIN SHALL BE APPROVED BY

WATERTIGHT SEAL AROUND DRAINS. ENSURE POSITIVE DRAINAGE.

DRAINS. SECURE GFRP LINER TO DRAINS PER MANUFACTURER'S SPECIFICATIONS. ENSURE

PERFORM CONCRETE PATCHING WHERE NEEDED TO ENSURE APPROPRIATE SLOPE TO

LOADING. DRAIN SHALL BE APPROVED BY CONTRACTING OFFICER PRIOR TO CONSTRUCTION.

TO CONNECT TO A 6" PVC PIPE. NEW DRAINS SHALL BE ABLE TO SUPPORT PEDESTRIAN

4. REPLACE THE EXISTING AREA DRAINS, GRATES AND FLANGES WITH NEW AREA DRAINS

REFERENCE DRAWINGS.)

3. ELECTRICAL FEATURES ARE NOT SHOWN FOR CLARITY, (SEE SHEET E-1001 AND

2. FIELD VERIFY DIMENSIONS, PRIOR TO COMMENCING WORK.

1. ALL ITEMS SHOWN ARE EXISTING UNLESS NOTED OTHERWISE.

NOTES:

EL 982.55

EL 967.83

EL 978.05

B

- 3/16"=1'-0"

SECTION

A

.0

S T

A

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C-3022

L

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1' 2'0 6"

SCALE: 1-1/2"=1'

8'0 4' 16'

SCALE: 3/16"=1'

F L

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T E

M

A

PARAPET

UPSTREAM

OUTLET THRU

CORE DRILL

TYP

SEE NOTES 7 AND 8

WITH 6" PVC PIPE.

REPLACE EXIST 6" PIPE

JOINT

MONOLITH

EXISITING

TRENCH DRAIN

EDGES OF

SAW CUT

T/DECK EL 982.55

SELECTED DRAIN

DEPENDING ON

TO BE DETERMINED

SLOPE TO DRAIN

DRAINAGE PLAN @ MONOLITH #5 EL 982.55

3/16"=1'-0"

J R

U S

N A

K

6" PIPE

EXIST

- 1 1/2"=1'-0"

DETAIL - AREA DRAIN (TYP)

6" 90° ELBOW

6" 90° ELBOW

COUPLING

6"x4" RED

6" 15° EL

6" 45° EL

FITTING

6" FLEXIBLE

- 6"=1'-0"

TYPICAL AREA FLANGE DETAIL

NOTE 7

PIPE. SEE

NEW 6" PVC

DRAIN

NEW TRENCH

DRAIN

AREA

NEW

SEE NOTES 4 THRU 6

NEW AREA DRAIN,

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CERTIFIED FINAL DOCUMENTS

C

B

6" DOUBLE WYE

NOTE 7

PIPE. SEE

NEW 6" PVC

RAIL

CRANE

GANTRY

JOINT

MONOLITH

A

- 3/16"=1'-0"

SECTION

C

- 1/4"=1'-0"

PINS AND RMG TO REMAIN (TYP)

6"x6" SQUARE CONCRETE AROUND

PRIOR TO DEMOLITION. SEE NOTE 5

CRANE RAILS TO BE REMOVED

48'-10"

8'-6"

TO REMAIN

DRAINAGE SYSTEM

CONTRACTION JOINT

MONOLITH #7MONOLITH #6MONOLITH #5

25'-0" 25'-0"

1'-2"

32'-4"

1'-2"

IN

S

ID

E E

D G

E T

O I

N S

ID

E E

D G

E

CONTRACTION JOINT

NOTES:

S T

A

.0

S T

A

.0

S T

A

.0

S T

A

.0

S T

A

.0

UNIT BAY

STAND BY

SD3012

SD3003

LEGEND

SEE NOTE 6

AS NECESSARY PREPARE FOR GFRP.

REMOVE TO SOUND CONCRETE

NOTE 6

SURFACE. PREPARE FOR LMC. SEE

REMOVE 2 1/2" OF TOP CONCRETE

DEMOLITION SITE PLAN

3/16"=1'-0"

SD10018'0 4' 16'

SCALE: 3/16"=1'

A

SD3002

R T

Y S

Z K

IE

W

IC

Z

P L

A N

D E

M O

L

IT

IO

N

M O

N O

L

IT

H S

A

N D

G M

E Y

E R

B Y

A G

L A

/s

G R

E G N M

E Y

E R P .E

A

U G

A

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

S U

B M

IT

T E

D B

Y

S

IZ

E

IS

S

U E D

A T

E

S O

L

IC

IT

A T

IO

N N

O

C O

N T

R A

C T N

O

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

-A

U G -2

:2

P

IT

T S

B U

R G

H D

IS

T R

IC

T

A N

S I

D

L

IB

E R

T Y A

V E

N U

E

P

IT

T S

B U

R G

H P

A

W

W N

B

P L

O T D

A T

E

O H

IO

R

IV

E R B

A S

IN

L O

Y A

L H

A N

N A R

E S

E R

V O

IR

S E

R V

IC

E B

R

ID

G E R

E H

A B

IL

IT

A T

IO

N

B A

S E C

O N

T R

A C

T

CERTIFIED FINAL DOCUMENTS

c

SD3003

B

SD3002

H

SD3002

G

SD3002

H

SD3002

N

REMAIN

TO BE REMOVED. STEEL MEMBERS TO

CONCRETE DECK AREA

CONCRETE REMOVAL PARAPET

E

SD3008

RMG #5 RMG #4

PIN A2

F

SD3002

CLPIER #7

E N

D O

F M

O N

O L

IT

H

E N

D O

F M

O N

O L

IT

H

E N

D O

F M

O N

O L

IT

H

F L

O W

DECK

CONCRETE

LC RAILS

LC RAILS

LC RAILS

LC RAILS

SIM

D

SD3005

8. SEE SHEET C-3022 FOR DRAIN DETAILS FOR MONOLITH 5.

7. SCARIFY CONCRETE SURFACE TO 1/4" AMPLITUDE PRIOR TO PLACING CONCRETE.

OPERATIONS IN THE AFFECTED AREA.

LOOSE OR UNSOUND CONCRETE EXCEED 2 1/2" IN TOTAL DEPTH AND CEASE DEMOLITION

DISTRESS. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IF AREAS OF

6. SOUND CONCRETE AREAS ON DECK OF MONOLITHS 5 AND 6 TO DETERMINE AREAS OF

SEE SPECIFICATIONS.

5. SURVEYING IS REQUIRED PRIOR TO REMOVAL OF THE CRANE RAILS.

LIGHTING COMPONENTS.

4. REMOVE AND SALVAGE FOR REINSTALLATION ALL ELECTRICAL AND

DURING CONCRETE REMOVAL.

3. PROTECT ALL EXISTING UTILITIES (ELECTRICAL, GREASE LINES, ETC)

LEAVE A 6"x6" SECTION OF CONCRETE AROUND PINS AND RMG DURING DEMOLITION.

JOINT BETWEEN MONOLITH 4 AND 5, 1.5 FEET FROM US WALL.

RMG #5 (RELATIVE MOVEMENT GROUP) AT STA 3+90 THE CONTRACTION

JOINT BETWEEN MONOLITH 5 AND 6, 1.5 FEET FROM US WALL.

RMG #4 (RELATIVE MOVEMENT GROUP) AT STA 4+30 THE CONTRACTION

PIN A4 STATION 4+90 AT CENTERLINE OF PIER #7, 2.5 FEET FROM US WALL

4+30 AND 2.5 FEET FROM US WALL)

PIN A3 STATION 4+52.1 (22.1 FEET UP FROM CONTRACTION JOINT AT

3+90 AND 2.5 FEET FROM US WALL)

PIN A2 STATION 4+11.5 (21.5 FEET UP FROM CONTRACTION JOINT AT

POINTS (BRASS BOLTS FLUSH WITH CONCRETE SURFACE). SEE SPECIFICATIONS.

2. PROTECT EXISTING SURVEY ALIGNMENT PINS AND SURVEY CONTROL

AND NOTIFY COR OF ANY DISCREPANCIES PRIOR TO START OF WORK.

1. CONTRACTOR TO FIELD VERIFY EXISTING DIMENSIONS AND CONDITIONS.

PIN A3

PIN A4

6'-10"

1'

46'-0"6'-0"

TOP OF ROADWAY EL 982.55

EL 982.55

TOP OF CONCRETE DECK

TOP OF ROADWAY EL 982.55

EL 982.55

TOP OF CONCRETE DECK

1'-0"

1'-9"

1'-0"

VARIES

AREA TO BE REMOVED

F

SD1001 1/2"=1'-0"

SECTION G

SD1001 1/2"=1'-0"

SECTION H

SD1001 1/2"=1'-0"

SECTION

S T

A

.0

S T

A

.0

S T

A

.0

S T

A

.0

S T

A

.0

S T

A

.0

S T

A

.0

S T

A

.0

DEMOLITION SECTION INNER UPSTREAM WALL

LEGEND

0 2' 4'1'

SCALE: 1/2"=1'

8'0 4' 16'

SCALE: 3/16"=1'

T/CONCRETE DECK T/CONCRETE DECK T/CONCRETE DECK

A

SD1001 3/16"=1'-0"

SECTION

B

SD1001 3/16"=1'-0"

SECTION

DEMOLITION SECTION OUTER DOWNSTREAM WALL

T/EXIST PARAPET

T/EXIST PARAPET

T/EXIST PARAPET

PER 2 UNITS HORIZONTAL.

SIDE OF EXISTING LIGHT RECESS TRANSITION SLOPE TO BE 1 UNIT VERTCAL

3. REDUCE DEPTH OF DEMOLITION TO 8: FOR A DISTANCE OF 6" ON EITHER

INCLUDING SPALLS, EXPOSED REINFORCING AND DELAMINATIONS.

2. VERIFY SIZE AND LOCATION OF ALL DETERIORATED CONCRETE

AND NOTIFY COR OF ANY DISCREPANCIES PRIOR TO START OF WORK.

1. CONTRACTOR TO FIELD VERIFY EXISTING DIMENSIONS AND CONDITIONS.

NOTES:

SD3002

T

Y S

Z K

IE

W

IC

Z

D E

M O

L

IT

IO

N

P A

R A

P E

T W

A L

C T

IO

N S

G M

E Y

E R

B Y

A G

L A

/s

G R

E G N M

E Y

E R P .E

J

U L

A

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

S U

B M

IT

T E

D B

Y

S

IZ

E

IS

S

U E D

A T

E

S O

L

IC

IT

A T

IO

N N

O

C O

N T

R A

C T N

O

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

-J

U L -2

:0

P

IT

T S

B U

R G

H D

IS

T R

IC

T

A N

S I

D

L

IB

E R

T Y A

V E

N U

E

P

IT

T S

B U

R G

H P

A

W

W N

B

P L

O T D

A T

E

O H

IO

R

IV

E R B

A S

IN

L O

Y A

L H

A N

N A R

E S

E R

V O

IR

S E

R V

IC

E B

R

ID

G E R

E H

A B

IL

IT

A T

IO

N

B A

S E C

O N

T R

A C

/4

4'-0"

12'-6"

14'-5"

R

IS

E R

S

1'-0"

3'-0"

5'-0"18 TREADS @ 10" =15'-0"

22'-0" 11'-0" 6'-0"

1'-0"

6'-0"3'-0" 3'-0"

1'-0"

2'-0"

4'-0"

FIELD JOINT

REINSTALLED.

AND STORE ON SITE. RAIL IS TO BE

EXISTING GANTRY RAIL, REMOVE

FIELD JOINT

EXISTING CONCRETE

4"

EL 982.55

EL 983.0

AND REMOVED AS NECESSARY

CONCRETE TO BE SOUNDED

B

0 4' 8'2'

SCALE: 1/4"=1'

SEE SHEETS C-3022, E-1001 AND REFERENCE DRAWINGS.

6. DRAINAGE PIPE AND EXISTING UTILITIES NOT SHOWN FOR CLARITY.

TO NOTE 6 ON SHEET SD1001.

LOOSE CONCRETE SHALL BE REMOVED TO SOUND CONCRETE. REFER

HATCHED AREAS TO VERIFY ADEQUACY. ALL DETERIORATED AND

5. THE CONTRACTOR SHALL SOUND THE CONCRETE SHOWN IN THE

SEE SPECIFICATIONS.

4. SURVEYING IS REQUIRED PRIOR TO REMOVAL OF THE CRANE RAILS.

AND LIGHTING COMPONENTS.

3. REMOVE AND SALVAGE FOR REINSTALLATION ALL ELECTRICAL

INCLUDING SPALLS, EXPOSED REINFORCING AND DELAMINATIONS.

2. VERIFY SIZE AND LOCATION OF ALL DETERIORATED CONCRETE

TO START OF WORK.

CONDITIONS AND NOTIFY COR OF ANY DISCREPANCIES PRIOR

1. CONTRACTOR TO FIELD VERIFY EXISTING DIMENSIONS AND

NOTES:

WORK BAY

UNIT ROOM

STAND - BY

LEGEND:

EL 982.55

EL 967.38

STAIRWELL ENCLOSURE

SD3003

T

Y S

Z K

IE

W

IC

Z

AREA TO BE REMOVED

MONOLITH #5 MONOLITH #6

D E

M O

L

IT

IO

N

S E

C T

IO

N S

EL 988.80

EL 970.55

EL 971.47

SD1001 1/4"=1'-0'

DEMOLITION WORK BAY STAIRS

M O

N O

L

IT

H

S

E R

V

IC

E B

A Y S

T A

IR

S5 THIS SHEET.

AS NECESSARY. REFER TO NOTE

REMOVE TO SOUND CONCRETE

G M

E Y

E R

B Y

A G

L A

/s

G R

E G N M

E Y

E R P .E

J

U L

A

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

S U

B M

IT

T E

D B

Y

S

IZ

E

IS

S

U E D

A T

E

S O

L

IC

IT

A T

IO

N N

O

C O

N T

R A

C T N

O

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

-J

U L -2

:0

P

IT

T S

B U

R G

H D

IS

T R

IC

T

A N

S I

D

L

IB

E R

T Y A

V E

N U

E

P

IT

T S

B U

R G

H P

A

W

W N

B

P L

O T D

A T

E

O H

IO

R

IV

E R B

A S

IN

L O

Y A

L H

A N

N A R

E S

E R

V O

IR

S E

R V

IC

E B

R

ID

G E R

E H

A B

IL

IT

A T

IO

N

B A

S E C

O N

T R

A C

T

CERTIFIED FINAL DOCUMENTS

E

SD3004

C

SD1001 1/4"=1'-0'

SECTION DEMOLITION WORK BAY STAIRS

B

- 1/4"=1'-0'

SECTION DEMOLITION WORK BAY STAIRS

22'-0"

EXISTING REBAR

7'-8" 6'-7"1'-4"

1'-4"5'-6"1'-0"1'-4"2'-4" 10" 10"

(TYP)

TO MAINTAIN RAIL ELEVATION

INSTALLATION IN ORDER

CRANE RAIL FOR GFRP

GRIND AREAS UNDER GANTRY

SHEET SD1001 (TYP)

PRIOR TO REPAIRS. REFER TO

TEMPORARILY REMOVED

CRANE RAILS TO BE

AS REQ'D

TO SOUND CONCRETE

TOP SURFACE TO BE REMOVED

C L E

A R

SEE NOTE 2.

AND REMOVED AS REQ'D

AREA TO BE SOUNDED

39'-9"

5'-9"

15'-0"

28'-9"

3'-0"

1'-9"

5'-6" 1

7'-0" 1'-0"

HATCH FRAME AND COVER

1'-6"1'-3"

TO SHEET SD1001.

REPAIRS. REFER

REMOVED PRIOR TO

CRANE RAILS TO BE

REPAINTED

TO BE CLEANED AND

FRAME AND COVER

STAND-BY UNIT WELL

9'-6"9'-0"9'-6"6'-0" EL 982.55

E

SD3003 1/4"=1'-0'

SECTION MONOLITH #5

B

- 1/2"=1'-0'

SECTION

EL 982.55

CONCRETE AS NECESSARY

REMOVE TO SOUND

STORAGE BAY

UNIT ROOM

STAND-BY

EL 982.55

EL 967.37

B

FLOW

TO REMAIN

EXISTING #5 BAR, 1'-0" OC

TO REMAIN

EXISTING #5 BAR, 1'-0" OC

EL 978.05

TO REMAIN

1'-6" OC

EXISTING #4 BAR,

2.5"TOP OF DECK

1.5"GIRDERS:

1.0"BOTTOM OF DECK:

IF UNSOUND CONCRETE IS ENCOUNTERED…