Attachment 01 - Concrete.pdf.crdownload

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C06885.030.00

CIVIL GENERAL

NOTES, LEGEND &

ABBREVIATIONS

C-001 54321 6

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Architects Engineers, Inc.

These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action.

www.brph.com Copyright © 2024

19020 33rd Ave W| Suite 500 Lynnwood | Washington | 98036 425-255-1095

Professional Licensing Division: AECC736

Offices in Melbourne, Orlando, Atlanta, Boca Raton, Lynnwood, and Charleston

DOCUMENT HISTORY

RECORD DOCUMENTS

REV DATE DESCRIPTION

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DRAWING NO.

TITLE

PROJECT NUMBER

DRAWN BY

DESIGNED BY

ARCH/ENGR OF RECORD

DATE

05/09/2024

R

EC ORD

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STATEMENT OF WORK

THE SCOPE OF THIS PROJECT IS COMPRISED OF THE DEMOLITION AND REBUILD OF AN EXISTING LAUNCH PAD, GRADING, PAVING, SITE FENCING, DRAINAGE AND DELUGE CONTAINMENT SYSTEM, RELATED TO THE AREA 3 LAUNCH PAD C AT ALASKA AEROSPACE CORPORATION'S PACIFIC

SPACEPORT COMPLEX-ALASKA.

CIVIL GENERAL NOTES

1. AFTER THE CONCLUSION OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT RED LINED DRAWINGS TO REFLECT THE AS-BUILT CONDITION

TO THE ALASKA AEROSPACE CORPORATION (AAC) CONTRACTING OFFICERS' TECHNICAL REPRESENTATIVE (COTR) TO BE USED TO DEVELOP

RECORD DOCUMENTS.

2. COMPLY WITH APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS.

3. COMPLY WITH PERMIT CONDITIONS AND POST A COPY OF PROJECT PERMITS ONSITE ON A WEATHERPROOF DISPLAY BOARD.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATIONS AND CRITICAL ELEVATIONS OF UTILITIES AND COORDINATE WITH THE APPROPRIATE AUTHORITIES AND UTILITY OWNERS PRIOR TO CONSTRUCTION. UTILITY CONFLICTS OR DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION.

5. NOTIFY THE AAC COTR FOR EXISTING UTILITY COORDINATION/VERIFICATION IN THE AREA AT LEAST 48 HOURS PRIOR TO CONSTRUCTION.

6. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING HORIZONTAL AND VERTICAL CONTROL FOR SITE CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF SURVEY MONUMENTATION. DISTURBED SURVEY MONUMENTATION SHALL BE REPLACED BY A

SURVEYOR LICENSED IN THE STATE OF ALASKA.

7. DURING PHASES OF CONSTRUCTION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE SAFETY MARKINGS, BARRICADES, AND

TEMPORARY FENCING TO MAINTAIN JOBSITE SAFETY.

8. CONTRACTOR SHALL CONTRACT A CERTIFIED CONSTRUCTION MATERIALS TESTING LABORATORY TO PROVIDE MATERIALS AND DENSITY TESTING IN ACCORDANCE WITH ADOT STANDARDS. TESTING REPORTS SHALL BE PROVIDED TO THE ENGINEER OF RECORD PRIOR TO

CONSTRUCTION.

9. AREAS OUTSIDE THE LIMITS OF CONSTRUCTION THAT ARE DISTURBED BY THE CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL

CONDITION AT NO COST TO THE OWNER.

10. TRAFFIC CONTROL DEVICES SHALL MEET THE REQUIREMENTS OF THE ALASKA DOT & PF. (DEPARTMENT OF TRANSPORTATION AND PUBLIC

FACILITIES)

11. EXISTING OFFSITE DRAINAGE PATTERNS SHALL BE MAINTAINED DURING CONSTRUCTION.

12. COORDINATE WITH THE OWNER'S REPRESENTATIVE TO MINIMIZE THE EXTENT OF CLEARED AND DISTURBED AREAS IN CONFORMANCE WITH

THE CONSTRUCTION PLANS.

13. DRAINAGE PIPES WITHIN THE PROJECT BOUNDARY SHALL BE CLEANED OF SAND, SILT, DEBRIS, ETC. DURING AND AT THE END OF

CONSTRUCTION TO MAINTAIN POSITIVE DRAINAGE.

14. EXISTING SITE SECURITY MUST NOT BE COMPROMISED. THE CONTRACTOR SHALL COORDINATE REMOVAL OF EXISTING FENCING AND

INSTALLATION OF FENCING TO MAINTAIN SECURITY.

15. THE CONTRACTOR IS RESPONSIBLE FOR AROUND-THE-CLOCK MAINTENANCE OF TRAFFIC BOTH ONSITE AND ON ADJOINING ROADWAYS DURING CONSTRUCTION. MAINTENANCE OF TRAFFIC AND ASSOCIATED NOTIFICATIONS SHALL COMPLY WITH ALASKA DOT & PF

REQUIREMENTS.

SITE CLEARING

1. REMOVE TREES, SHRUBS, GRASS AND OTHER VEGETATION, IMPROVEMENTS, OR OBSTRUCTIONS, WITHIN AREA OF WORK, TO PERMIT

INSTALLATION OF CONSTRUCTION. REMOVE SIMILAR ITEMS ELSEWHERE ON SITE OR PREMISES AS SPECIFICALLY INDICATED.

2. TOPSOIL IS DEFINED AS FRIABLE CLAY LOAM SURFACE SOIL, BROWN FIBROUS PEAT AS DEFINED IN THE GEOTECHNICAL ENGINEERING

REPORT BY R & M CONSULTANTS, INC., DATED JUNE 15, 2009.

3. STRIP TOPSOIL TO DEPTHS ENCOUNTERED IN A MANNER TO PREVENT INTERMINGLING WITH UNDERLYING SUBSOIL OR OTHER

OBJECTIONABLE MATERIAL

4. CONTRACTOR SHALL BE RESPONSIBLE TO ADHERE TO THE PROVISIONS FOR PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE AS CONTAINED IN SECTION 107, PARAGRAPH 107.1.11 OF THE ALASKA DOT AND PUBLIC FACILITIES STANDARDS FOR HIGHWAY

CONSTRUCTION, 2017.

EARTHWORK

1. THE PROJECT GEOTECHNICAL REPORT WAS PERFORMED BY R & M CONSULTANTS, INC., DATED JUNE 15, 2009. THE BORING LOGS SHOW

SUBSURFACE CONDITIONS AT THE DATES AND LOCATIONS INDICATED, AND IT IS NOT WARRANTED THAT THEY ARE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. THE CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS OF THE

GEOTECHNICAL REPORT.

2. COMPLY WITH APPLICABLE REQUIREMENTS OF NFPA 495 - EXPLOSIVE MATERIALS CODE.

3. SUBMIT MATERIAL TEST REPORTS, MATERIAL CERTIFICATES, AND COMPACTION TEST REPORTS, SIGNED AND SEALED BY AN ALASKA LICENSED PROFESSIONAL ENGINEER, TO THE ENGINEER OF RECORD & OWNER'S REPRESENTATIVE. NOT PERFORMED.

4. MATERIALS:

SAND:

DEFINED AS "BEACH SAND" ORIGINATING FROM THE BOAT BAY MATERIAL SITE.

STRUCTURAL FILL:

AGGREGATE BASE COURSE CONFORMING TO SECTION 703-2.03 OF THE ALASKA DEPARTMENT OF TRANSPORTATION AND PUBLIC FACILITIES STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, LATEST EDITION FOR D-1 BASE COURSE OR 8" MINUS PIT RUN. BOTH D-1 BASE COURSE AND 8" MINUS PIT RUN SHALL HAVE A MAXIMUM 6% BY WEIGHT PASSING THE NO. 200 SIEVE AND A

MAXIMUM 65% BY WEIGHT PASSING THE NO. 4 SIEVE.

5. THE TERM "BEDROCK" AS USED IN THESE DRAWINGS SHALL MEAN THE MODERATELY WEATHERED ROCK OF THE NARROW CAPE FORMATION

AS DEFINED IN TABLE 6 OF THE REFERENCED GEOTECHNICAL REPORT.

6. EXCAVATIONS BELOW SLABS-ON-GRADE AND SPREAD FOOTINGS SHALL BE MADE TO BEDROCK.

7. STRUCTURAL FILL TO BE USED BELOW SLABS AND LAUNCH PADS SHALL CONFORM TO THE DEFINITIONS AND REQUIREMENTS IN THE

ABOVE-REFERENCED GEOTECHNICAL REPORT.

8. STRUCTURAL FILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DENSITY PER ASTM D 1557 (MODIFIED PROCTOR TEST) IN 9 INCH

MAXIMUM LIFTS.

9. SOIL MATERIAL CLASSIFICATION GROUPS GC, SC, ML, MH, CL, CH, OL, OH AND PT SHALL NOT BE USED UNDER STRUCTURES.

10. DEWATER SITE AS NECESSARY TO PREVENT SURFACE, SUBSURFACE OR GROUND WATER FROM ENTERING EXCAVATIONS.

11. COMPLY WITH LOCAL CODES, ORDINANCES, AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION TO MAINTAIN STABLE

EXCAVATIONS.

12. PROVIDE APPROVED BORROW SOIL MATERIALS FROM OFF-SITE WHEN SUFFICIENT APPROVED SOIL MATERIALS ARE NOT AVAILABLE FROM

EXCAVATIONS.

13. SILT FENCE: GEOTEXTILES FOR SEDIMENT CONTROL SHALL BE IN ACCORDANCE WITH SECTION 633 OF THE ADOT/PF STANDARD

SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, LATEST EDITION.

14. PROTECT SUBGRADES AND FOUNDATION SOILS AGAINST FREEZING TEMPERATURES OR FROST. PROVIDE PROTECTIVE INSULATING

MATERIALS.

15. PROVIDE EROSION CONTROL MEASURES TO PREVENT EROSION OR DISPLACEMENT OF SOILS AND DISCHARGE OF SOIL-BEARING WATER

RUNOFF OR AIRBORNE DUST TO ADJACENT PROPERTIES AND WALKWAYS.

16. PREVENT SURFACE WATER AND SUBSURFACE OR GROUNDWATER FROM ENTERING EXCAVATIONS, FROM PONDING ON PREPARED

SUBGRADES, AND FROM FLOODING THE PROJECT SITE AND SURROUNDING AREA.

17. PROTECT SUBGRADES, EXPOSED BEDROCK, AND FOUNDATION SOILS FROM SOFTENING AND DAMAGE BY CONSTRUCTION ACTIVITIES, CONSTRUCTION EQUIPMENT, AND RAIN OR WATER ACCUMULATION. NECESSARY REMEDIAL WORK SHALL BE PERFORMED AT NO ADDITIONAL

COST TO THE OWNER.

18. EXCAVATIONS FOR FOOTINGS AND FOUNDATIONS: DO NOT DISTURB BOTTOM OF EXCAVATION. EXCAVATE BY HAND TO FINAL GRADE AND COMPACT TO 95 PERCENT MAXIMUM DENSITY PER ASTM D 1557 BEFORE PLACING CONCRETE REINFORCEMENT. TRIM BOTTOMS TO REQUIRED

LINES AND GRADES TO LEAVE SOLID BASE TO RECEIVE OTHER WORK.

19. EXCAVATION FOR UNDERGROUND TANKS, BASINS, AND MECHANICAL OR ELECTRICAL APPURTENANCES: EXCAVATE TO ELEVATIONS AND DIMENSIONS INDICATED WITHIN A TOLERANCE OF PLUS OR MINUS 0.10 FOOT. DO NOT DISTURB BOTTOM OF EXCAVATIONS INTENDED FOR BEARING SURFACE. COMPACT UNDERLYING SOIL TO 95 PERCENT MAXIMUM DENSITY PER ASTM D 1557 PRIOR TO STRUCTURE/EQUIPMENT

INSTALLATION.

20. EXCAVATE UTILITY TRENCHES TO INDICATED SLOPES, LINES, DEPTHS AND INVERT ELEVATIONS SHOWN ON THE PROJECT PLANS. EXCAVATE

TRENCHES TO ALLOW INSTALLATION OF TOP OF PIPE BELOW FROST LINE.

21. TRENCH BOTTOMS: EXCAVATE AND SHAPE TRENCH BOTTOMS TO PROVIDE UNIFORM BEARING AND SUPPORT OF PIPES AND CONDUIT.

PROVIDE A MINIMUM 6" OF BEDDING SURROUNDING PIPING AND CONDUIT. SHAPE SUBGRADE TO PROVIDE CONTINUOUS SUPPORT FOR BELLS, JOINTS, AND BARRELS OR PIPES FOR JOINTS, FITTINGS AND BODIES OF CONDUIT. REMOVE STONES AND SHARP OBJECTS TO AVOID POINT

LOADING.

21.1. FOR PIPES AND CONDUIT 6 INCHES OR LARGER IN NOMINAL DIAMETER, SHAPE BOTTOM OF TRENCH TO SUPPORT BOTTOM 90 DEGREES

OF PIPE CIRCUMFERENCE. FILL DEPRESSIONS WITH TAMPED SAND BACKFILL.

21.2. WHERE ENCOUNTERING ROCK OR ANOTHER UNYIELDING BEARING SURFACE, CARRY TRENCH EXCAVATION 6 INCHES BELOW INVERT

ELEVATION TO RECEIVE BEDDING COURSE.

21.3. CONDUIT BEDDING SHALL BE COMPRISED OF BEACH SAND. OTHER UTILITIES/PIPING SHALL UTILIZE D-1 AGGREGATE BASE COURSE FOR

BEDDING.

22. RECONSTRUCT SUBGRADES DAMAGED BY FREEZING TEMPERATURES, FROST, RAIN, ACCUMULATED WATER, OR CONSTRUCTION ACTIVITIES, AS DIRECTED BY THE OWNER'S REPRESENTATIVE, AT NO ADDITIONAL COST TO THE OWNER.

23. STOCKPILE EXCAVATED MATERIALS ACCEPTABLE FOR BACKFILL AND FILL SOIL MATERIALS, INCLUDING ACCEPTABLE BORROW MATERIALS.

STOCKPILE SOIL MATERIALS WITHOUT INTERMIXING. PLACE, GRADE, AND SHAPE STOCKPILES TO DRAIN SURFACE WATER.

24. CONTRACTOR SHALL PROVIDE DETECTABLE WARNING TAPE MADE FROM ACID- AND ALKALI-RESISTANT POLYETHYLENE FILM TO MARK AND IDENTIFY UNDERGROUND UTILITIES. TAPE SHALL BE 6 INCHES WIDE AND 4 MILS THICK, CONTINUOUSLY INSCRIBED WITH A DESCRIPTION OF THE UTILITY, WITH A METALLIC CORE ENCASED IN A PROTECTIVE JACKET FOR CORROSION PROTECTION, DETECTABLE BY METAL DETECTOR WHEN TAPE IS BURIED UP TO 12" DEEP OVER NON FERROUS PIPE. PROVIDE TAPE COLORS TO MATCH UTILITIES AS FOLLOWS:

24.1. RED:....................ELECTRIC

24.2. ORANGE:...........FIBER AND OTHER COMMUNICATIONS

24.3. BLUE:.................WATER SYSTEMS

25. UTILITY TRENCH BACKFILL: PLACE AND COMPACT INITIAL BACKFILL OF SATISFACTORY SOIL MATERIAL OR SUBBASE MATERIAL, FREE OF PARTICLES LARGER THAN 1 INCH, TO A HEIGHT OF 12 INCHES OVER THE UTILITY PIPE OR CONDUIT.

26. CAREFULLY COMPACT MATERIAL UNDER PIPE HAUNCHES AND BRING BACKFILL EVENLY UP ON BOTH SIDES AND ALONG THE FULL LENGTH OF

UTILITY PIPING OR CONDUIT TO AVOID DAMAGE OR DISPLACEMENT OF UTILITY SYSTEM.

27. PLACE AND COMPACT FINAL BACKFILL OF SATISFACTORY SOIL MATERIAL TO FINAL SUBGRADE.

28. WHEN SUBGRADE OR EXISTING GROUND SURFACE TO RECEIVE FILL HAS A DENSITY LESS THAN THAT REQUIRED FOR FILL, BREAK UP GROUND SURFACE TO DEPTH REQUIRED, PULVERIZE, MOISTURE-CONDITION OR AERATE SOIL AND RECOMPACT TO REQUIRED DENSITY.

29. PROTECT NEWLY GRADED AREAS FROM TRAFFIC, FREEZING AND EROSION. KEEP FREE OF TRASH AND DEBRIS.

30. DISPOSAL: TRANSPORT SURPLUS SATISFACTORY SOIL TO DESIGNATED STORAGE ON THE OWNER'S PROPERTY. STOCKPILE OR SPREAD SOIL AS DIRECTED BY THE OWNER'S REPRESENTATIVE. REMOVE WASTE MATERIAL, INCLUDING UNSATISFACTORY SOIL, TRASH AND DEBRIS AND

LEGALLY DISPOSE OF IT OFF THE OWNER'S PROPERTY.

31. EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE PORTIONS OF SECTION 203 OF THE ALASKA DOT AND PUBLIC

FACILITIES STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.

SURVEY

1. EXISTING SITE CONDITIONS SHOWN ARE BASED ON A TOPOGRAPHIC SURVEY BY WILLMAN LAND SURVEYING, DATED 04-13-23. THE

CONTRACTOR SHALL FIELD VERIFY EXISTING SITE INFORMATION SHOWN ON THE SURVEY PRIOR TO CONSTRUCTION.

a. VERTICAL CONTROL: ELEVATIONS ARE BASED ON NAVD 88 DATUM.

b. HORIZONTAL CONTROL: BASED UPON NAD83 ALASKA STATE PLANE, ZONE 5, US FOOT.

2. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING HORIZONTAL AND VERTICAL CONTROL FOR SITE CONSTRUCTION AND SHALL HIRE A SURVEYOR LICENSED IN THE STATE OF ALASKA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF SURVEY MONUMENTATION. DISTURBED SURVEY MONUMENTATION SHALL BE REPLACED BY A SURVEYOR LICENSED IN THE STATE OF ALASKA AT THE

CONTRACTOR'S EXPENSE.

3. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS INCLUDING THE SIZES, LOCATIONS AND ELEVATIONS OF ITEMS THAT AFFECT THE WORK. PRIOR TO THE START OF WORK, REPORT VARIATIONS TO THE OWNER'S REPRESENTATIVE.

UTILITIES

1. PROVIDE THE FOLLOWING TYPES OF PIPES AND TUBES, AS APPLICABLE.

a. DUCTILE-IRON PIPE: AWWA C151, CLASSES 150, 200 AND 250.

b. LINING: AWWA C104, CEMENT MORTAR, SEAL COATED.

c. GASKETS, GLANDS, BOLTS AND NUTS: AWWA C110. FUEL RESISTANT TYPE.

d. PIPE MARKING: NSF 14, "NSF-PW" OR "NSF-PVC CTO ONLY."

2. GATE VALVES SHALL BE NONRISING STEM, AWWA C509, RESILIENT SEATED; BRONZE STEM, CAST-IRON OR DUCTILE-IRON BODY AND BONNET, STEM NUT, 200-PSIG WORKING PRESSURE, FLANGED ENDS.

3. DUCTILE-IRON PIPE SHALL BE INSTALLED ACCORDING TO AWWA C600 AND AWWA M41.

4. MAINTAIN A MINIMUM 5' OF COVER ABOVE DUCTILE IRON PIPING

RANGE RADIO EQUIPMENT BUILDINGRREB

ANTENNA FIELD UTILITY BUILDINGAFUB

MAINTENANCE SUPPORT FACILITYMSF

JOINT

LATITUDE

LENGTH

JUNCTION BOX

LONGITUDE

LOW POINT

LINEAR FEET

KODIAK ELECTRIC ASSOCIATION

LAUNCH PAD 1

JT

KEA

JB

LAT

L

LONG

LP

LF

LP1

ADD ADDITIVE, ADDENDUM

ADJ

ALT

AL

ASTM

ADOT/PF

AT

APPROX

ARCH

ASSY

AVG

ASPH CONC

ADJACENT

ALTERNATE

ALUMINUM

APPROXIMATELY

ARCHITECTURAL

ASPHALTIC CONCRETE

ASSEMBLY

AVERAGE

AND PUBLIC FACILITIES

ALASKA DEPARTMENT OF TRANSPORTATION

AMERICAN SOCIETY FOR TESTING MATERIALS

MATERIAL

MAXIMUM

MAINTENANCE

MANUFACTURER

MECHANICAL

MINIMUM

NORTH

MISCELLANEOUS

NOT APPLICABLE

MECHANICAL JOINT BY PLAIN END

NUMBER

OPENING

NOT TO SCALE

ON CENTER

OVERHEAD

OUTSIDE DIAMETER

PAVEMENT

ORIGINAL

PAYLOAD PROCESSING FACILITY

NOT IN CONTRACT

MAINT

MFR

MATL

MAX

MECH

MJxMJ

MIN

MISC

N N/A

MJxPE

NTS

NO

OPNG

OC

OH

OD

PVMT

PPF

ORIG

NIC

POINT

POINT OF TANGENCY

POINT OF CURVATURE

POINT OF INTERSECTION

POINT OF REVERSE CURVE

POINT OF VERTICAL INTERSECTION

POST INDICATOR VALVE

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PLAIN END BY PLAIN END

POLYVINYL CHLORIDE PIPE

REDUCER

RADIUS

POWER POLE

REQUIRED

ROAD

RIGHT

REVISED, REVISION

REINFORCED

REFERENCE, REFUSAL

POWER

PNT

PC

PI

PRC

PExPE

PVI

PVC

PIV

PSF

PSI

PT

PP

RED

R

REF

REQ'D

REV

RD

RT

REINF

P

PERFORATEDPERF

BH

BL

BRG

BM

BIT

BO

BOT

BLDG

BLK

BORE HOLE

BASE LINE

BEARING

BENCH MARK

BITUMINUOUS

BLOCK

BLOW OFF

BOTTOM

BUILDING

CL

CO

CV

CHD

CLF

CONC

CONN

CONST

CJ

CONT

COL

CENTERLINE

CHECK VALVE

CHORD

COLUMN

CONCRETE

CONNECTION

CONSTRUCTION

CONSTRUCTION JOINT

CONTINUOUS

CHAIN LINK FENCE

CENTRAL ANGLED

COORD

CPEP

CU FT

CFM

CFS

CY

CRV

DEPT

DET

CU IN

COORDINATE

CUBIC FEET

CUBIC FEET PER MINUTE

CUBIC FEET PER SECOND

CUBIC INCH

CUBIC YARD

CURVE

DEPARTMENT

DETAIL

DIA

DIM

DIV

DBL

DS

EA

E

ELEC

DIP

DWG

DIAMETER

DIMENSION

DIVISION

DOUBLE

DOWNSPOUT

DRAWING

EACH

EAST

ELECTRIC

DUCTILE IRON PIPE

DIAG DIAGONAL

CONTR CONTRACTOR

CLEANOUT, CHANGE ORDER

CORRUGATED POLYETHYLENE PIPE

MECHANICAL JOINT BY MECHANICAL JOINT

SECTION

SCHEDULE

SANITARY SEWER

SLOPE

SOUTH

SQUARE

SPECIFICATION

SQUARE FEET

SHEET

TRANSFER STRUCTURE

SPACECRAFT AND ASSEMBLIES

STATION

STANDARD

STORAGE

STEEL

STORM DRAIN

SYMBOL

SYSTEM

TANGENT

TELEPHONE

SURFACE

SQUARE INCH

SECT

SCAT

SS

SCHED

SLP

S

SPEC

SQ

SF

SH

STD

STA

STL

STOR

SD

SYM

SYS

TAN

TEL

SURF

SQ IN

THICK

THROUGH

TYPICAL

UNITED STATES COAST GUARD

VERTICAL

VOLUME

WATER

UNLESS NOTED OTHERWISE

UNDERGROUND ELECTRICAL

WITH

WITHOUT

WATER METER, WATER MAIN

THK

THRU

TYP

UGE

USCG

VERT

VOL

W

UNO

W/ W/O

WM

TEMP TEMPORARY

EJ

EQUIP

EXIST

FF

FPS

FHA

FLXFL

FT

FINISH FLOOR

FEET PER SECOND

FEET

EXPANSION JOINT

EQUIPMENT

EXISTING

FM

FLR

FL

FTG

FDN

GCI

GPD

GPS

GALV

FUT

FORCE MAIN

FLOOR

FLOW LINE

FOOTING

FOUNDATION

FUTURE

GALLONS PER DAY

GALLONS PER SECOND

GALVANIZED

FLXPE

GSP

GV

GEN

GRD

GND

HD

HDCP

HB

HP

HORIZ

HDR

GALVANIZED STEEL

GATE VALVE

GENERAL

GRADE

GROUND

HEAD

HANDICAP

HOSE BIB

HORIZONTAL

HEADER

IPF

IN

INFO

ID

INV

INCH

INFORMATION

INSIDE DIAMETER

INVERT

GIP GALVANIZED IRON PIPE

INTEGRATION AND PROCESSING FACILITY

GCI COMMUNICATION CORPORATION

FIRE HYDRANT ASSEMBLY

HIGH POINT, HORSEPOWER

FLANGED JOINT BY FLANGED JOINT

FLANGED JOINT BY PLAIN END

EL

SAN

ELEVATION

SANITARY

NEWDESCRIPTION

STORM DRAIN

CONTOUR

FENCE

SPOT ELEVATION

POWER/COMMUNICATIONS VAULT

EXISTING

PRESSURE CONTROL VALVEPCV

HDPE HIGH DENSITY POLYETHYLENE

LEGEND

ABBREVIATIONS

AAC ALASKA AEROSPACE CORPORATION

IW INDUSTRIAL WASTE

LAUNCH PAD 2 (SUBORBITAL)LP2

LAUNCH PAD 3LP3

VEHICLE PROCESSING FACILITYVPF

ROCKET MOTOR STORAGE FACILITYRMSF

ROCKET STAGING FACILITYRSF

PACIFIC SPACEPORT COMPLEX ALASKAPSCA

NOTE: ALL ABBREVIATIONS SHOWN MAY NOT APPEAR IN THE DRAWINGS.

NATIONAL WETLANDS INVENTORYNWI

UTILITYUTIL

LIFE SUPPORT AREALSA

SILT FENCE

DEMOLITION

STOCK PILE

CONCRETE

AGGREGATE SURFACE

DOT DEPARTMENT OF TRANSPORTATION

RIP RAP

CONCRETE

1.

2. CONCRETE SHALL BE NORMAL WEIGHT CONCRETE EXCEPT AS NOTED. ALL CONCRETE STRENGTHS (AT 28 DAYS) SHALL BE AS

FOLLOWS:

FOUNDATIONS & SLABS ON GRADE 4500 PSI

CONCRETE WORK SHALL COMPLY WITH PROVISIONS OF ACI 318-19, ACI 315-18, AND ACI 301-16, AND THE INTERNATIONAL

BUILDING CODE 2021.

SLABS (CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH) 3 INCHES

STRUCTURAL ELEMENT CLEAR COVER

CONCRETE PROTECTION FOR REINFORCING BARS:4.

3. CALCIUM CHLORIDE SHALL NOT BE USED IN ANY FORM.

5.

REINFORCING STEEL SHALL BE PLACED WITHIN TOLERANCES SPECIFIED IN SECTIONS 7.5.2.1 AND 7.5.3.3 IN ACI 315-18.

6. TOP BARS ARE HORIZONTAL REINFORCEMENT PLACED SO THAT MORE THAN 12" OF FRESH CONCRETE IS CAST BELOW THE

BAR.

REINFORCING LAP SPLICE TABLE:

REINFORCING FOR CONTINUOUS FOUNDATIONS SHALL BE CONTINUOUS AT CORNERS AND INTERSECTIONS. PROVIDE CORNER LAP BARS AT CORNERS AND INTERSECTIONS. CORNER BARS SHALL HAVE LAP LENGTHS EQUAL TO THE STRAIGHT BAR LAP LENGTHS ON BOTH ENDS OF THE CORNER BARS. WHERE CONTINUOUS FOUNDATIONS INTERSECT COLUMN FOUNDATIONS, REBAR FROM CONTINUOUS FOUNDATION SHALL BE CONTINUOUS THROUGH 6'-0" AND SMALLER COLUMN FOUNDATIONS, AND SHALL EITHER BE CONTINUOUS THROUGH, OR EXTEND A MINIMUM OF 2'-6" (BUT NOT LESS THAN THE STRAIGHT BAR DEVELOPMENT LENGTH) INTO COLUMN FOUNDATIONS LARGER THAN 6'-0" WIDE.

REINFORCEMENT SHALL BE BENT COLD. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT UNLESS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. HOOKS SHALL BE ACI STANDARD HOOKS IN

ACCORDANCE WITH CHAPTER 7 IN ACI 318. SEE REQUIRED EMBEDMENT CHARTS BELOW.

8.

9.

IT IS PERMITTED TO SUBSTITUTE MECHANICAL SPLICES (MEETING THE REQUIREMENTS OF SECTION 25.5.7 IN ACI 318-19) FOR LAP SPLICES AT NO ADDITIONAL COST. MECHANICAL SPLICES SHALL DEVELOP 125% (MIN) OF THE YIELD STRENGTH OF THE

REBAR IN TENSION OR COMPRESSION.

7.

DEFORMED

REBAR TYPE

MINIMUM INSIDE DIAMETER OF BEND

#3 #4 #5 #6 #7 #8 #9 #10

STIRRUPS & TIES 1.5" 2" 2.5" NA NA NA NA NA

OTHER BARS 2.25" 3" 3.75" 4.5" 5.25" 6" 9" 10.25"

DESCRIPTION

ACI MINIMUM STANDARD HOOK EXTENSION LENGTHS

#3 #4 #5 #6 #7 #8 #9 #10

STIRRUPS & TIES

2.5" 3" 3.75" NA NA NA NA NA

90° BEND PLUS

STIRRUPS & TIES

2.5" 3" 3.75" NA NA NA NA NA

135° BEND PLUS

OTHER BARS

4.5" 6" 7.5" 9" 10.5" 12" 13.75" 15.5"

90° BEND PLUS

OTHER BARS

2.5" 2.5" 2.5" 3" 3.5" 4" 4.75" 5.25"

180° BEND PLUS

AT THE TIME CONCRETE IS PLACED, REINFORCEMENT SHALL BE FREE FROM MUD, OIL OR OTHER NONMETALLIC COATINGS

THAT DECREASE BOND.

10.

LAP SPLICE LENGTH (4500 PSI CONCRETE) - NORMAL WEIGHT, NO EPOXY

BAR SIZES (#)

TO

P

BA

RS

OT

HE

R

3 4 5 6 7 8 9 10

3" 15" 20" 24" 29" 42" 48" 55" 65"

2" 15" 20" 24" 29" 46" 61" 77" 97"

1 1/2" 15" 20" 25" 36" 62" 81" 102" 130"

3/4" 18" 32" 50" 73" 106" 121" 136" 153"

3"

2"

1 1/2"

3/4"

12" 15" 19" 23" 33" 37" 42" 50"

12" 15" 19" 23" 36" 47" 59" 75"

12" 15" 20" 28" 48" 62" 79" 100"

14" 25" 39" 56" 81" 93" 105" 118"

80"

120"

160"

170"

62"

92"

123"

131"

REQUIRED EMBEDMENT DEPTH OF STANDARD ACI HOOKS INTO CONCRETE

CONCRETE TYPE

BAR SIZES (#)

3 4 5 6 7 8 9 10 11

4500 PSI 8" 10" 12" 15" 17" 19" 22" 25" 27"NORMAL

WEIGHT

#11

NA

NA

17"

5.75"

#11

NA

11.5"

LEAST CONCRETE

COVER AT BAR

WELDABLE DEFORMED REBAR (WHERE INDICATED): FY = 60 KSI (A706, GRADE 60)

DEFORMED REBAR (TYP UNO): FY = 60 KSI (A615, GRADE 60)

COTR CONTRACTING OFFICERS' TECHNICAL REPRESENTATIVE

CUTS, HOLES AND THEIR REINFORCEMENT (REQUIRED BY OTHER TRADES) SHALL BE SHOWN ON THE STRUCTURAL STEEL SHOP DRAWINGS AND SHALL BE MADE IN THE SHOP. FIELD BURNING OF HOLES & CUTS IN STRUCTURAL STEEL SHALL NOT BE PERMITTED EXCEPT BY WRITTEN PERMISSION FROM THE STRUCTURAL ENGINEER OF RECORD, UNLESS NOTED

OTHERWISE ON THE DRAWINGS.

7.

6.

5.

4.

3. STRUCTURAL STEEL SHALL HAVE THE FOLLOWING ASTM SPECIFICATION AND YIELD STRENGTHS UNO:

PLATE STEEL FY = 36 KSI (A36)

DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE LATEST EDITION OF THE AISC STEEL CONSTRUCTION

MANUAL.

FILLET WELDS SHALL BE 3/16" UNO, BUT NOT LESS THAN AISC MINIMUM, SEE CHART BELOW:

WELDING ELECTRODES SHALL BE E70XX, UNO. WELDING SHALL BE PERFORMED BY AWS CERTIFIED WELDERS AND

SHALL CONFORM TO AWS D1.1/D1.1M STRUCTURAL WELDING CODE - STEEL, LATEST EDITION.

THE FABRICATOR SHALL FURNISH A STRUCTURAL SUBMITTAL WHICH SHALL BE CHECKED BY THE CONTRACTOR FOR COMPLETENESS AND CONTENT PRIOR TO SUBMITTAL TO THE STRUCTURAL ENGINEER OF RECORD FOR REVIEW. THE SUBMITTAL SHOULD INCLUDE FABRICATION AND ERECTION DRAWINGS. FABRICATION SHALL NOT COMMENCE UNTIL THIS

REVIEW IS COMPLETED.

MINIMUM SIZE FOR FILLET WELDS

MATERIAL THICKNESS OF THINNER

PART JOINED (INCHES)

TO 1/4" INCLUSIVE

MINIMUM SIZE OF

FILLET WELD (INCHES)

1/8"

OVER 1/4" TO 1/2" 3/16"

OVER 1/2" TO 3/4" 1/4"

OVER 3/4" 5/16"

10.

9. SIZE AND SHAPE OF STRUCTURAL STEEL SHALL BE AS SHOWN ON DRAWINGS. SUBSTITUTES MAY BE USED IF PRE-

APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD.

8.

1. DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE AISC STEEL CONSTRUCTION MANUAL, 14TH EDITION. THE STRUCTURAL FRAME FABRICATOR SHALL BE AISC CERTIFIED FOR STEEL BUILDING STRUCTURES (STD) OR INCLUDE, AT THE FABRICATORS EXPENSE, INSPECTION SERVICES NECESSARY TO INSURE THAT THE SHOP PROCEDURES AND FABRICATION COMPLIES WITH DRAWINGS AND SPECIFICATIONS. SPECIFICALLY, BOLTED AND WELDED CONNECTIONS FOR TRUSSES, MOMENT CONNECTIONS AND VERTICAL BRACED FRAME COMPONENTS SHALL BE INSPECTED AND TESTED BY A CERTIFIED TESTING AGENCY RETAINED BY THE FABRICATOR. COMPLIANCE REPORTS

SHALL BE SENT TO THE STRUCTURAL ENGINEER OF RECORD.

PROVIDE 3" MINIMUM CONCRETE COVER AROUND STEEL BELOW GRADE OR COATED WITH ASPHALTIC OR BITUMASTIC PAINT.2.

11.

WELDING WORK SHALL FOLLOW INFORMATION IN AN APPROVED WELDING PROCEDURE SPECIFICATION SUPPORTED BY A PRE-QUALIFICATION RECORD, FOLLOWING REQUIREMENTS IN THE CURRENT BUILDING CODE ADOPTED VERSION OF THE AMERICAN WELDING SOCIETY (AWS) D1.1 - STRUCTURAL WELDING CODE STEEL. WELDING WORK SHALL BE PERFORMED BY WELDERS CERTIFIED TO PERFORM WELDING WORK IN ACCORDANCE WITH THE GOVERNING WPS.

STEEL SHALL BE HOT DIPPED GALVANIZED

STRUCTURAL STEEL:

BRPH

BRPH

BRPH

RANGE CONTROL CENTERRCC

SAWCUT JOINT, FILL WITH SEALANT,

SEE DETAIL 4 ON THIS SHEET

8"

3"

CONCRETE SLAB REINFORCED

WITH #6 @ 24" O.C. EACH WAY

SUBGRADE, PLACED IN MAXIMUM 9" LOOSE LIFTS AND

COMPACTED TO 95 PERCENT MAXIMUM

DRY DENSITY PER ASTM D 1557 (MODIFIED PROCTOR)

FINISHED GRADE

3"

BRACE RAILS 3/8" DIA TRUSS ROD

LINE POST

6"

3'- 0"

10'-0" MAX SPACING

TYPICAL DOUBLE SWING GATE ELEVATION

2"

POST CAPTOP RAIL

BRACE RAILS3/8" DIA TRUSS ROD

LINE POST

6" 3'-

0"

10'-0" MAX SPACING

2"

GATE HINGE WITH OPPOSING BARREL

PINS.

GATE HINGE WITH OPPOSING

BARREL PINS

GATE HINGE WITH OPPOSING

BARREL PINS

PLAN - DOUBLE SWING GATE

STANDARD GATE LATCH. SEE

SPECIFICATIONS

3"

CHAIN LINK FABRIC

(TYPICAL)

BARBED WIRE

PROVIDE CONCRETE FOOTING.

DIAMETER OF FOOTING SHALL BE

4X POST DIAMETER (TYP UON)

TIE WIRES (TYP) ALONG TOP RAILS

AND POSTS

GATE POST (TYP UON)

3/8" DIA TRUSS

ROD (TYP UON)

GATE UPRIGHT FOR

FRAME (TYP UON)

SEE PLANS

7'

- 0

2'- 0"

2'- 0"

1'-4" 1'-4"

POST CAP

6" 3'-

0"

2"

POST CAP

2"

PLAN PEDESTRIAN GATE

3/8" DIA TRUSS

ROD (TYP UON)

TOP RAIL

(TYP UON)

BRACE RAILS (TYP UON)

GATE HINGE WITH OPPOSING

BARREL PINS.

3/8" DIA TRUSS

ROD (TYP UON)

KEYED ACCESS ON THE

UNSECURED SIDE OF GATE

SEE PLANS

7'-

2'

- 0

1'

- 0

1'-4"

HORIZONTAL

BRACE

D1

D1

30' 15'

P:

\C

5.0

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BRPH

BRPH

BRPH

C06885.030.00

DETAILS

C-501 54321 6

A

B

C

D

E

Architects Engineers, Inc.

These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action.

www.brph.com Copyright © 2024

19020 33rd Ave W| Suite 500 Lynnwood | Washington | 98036 425-255-1095

Professional Licensing Division: AECC736

Offices in Melbourne, Orlando, Atlanta, Boca Raton, Lynnwood, and Charleston

DOCUMENT HISTORY

RECORD DOCUMENTS

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DRAWING NO.

TITLE

PROJECT NUMBER

DRAWN BY

DESIGNED BY

ARCH/ENGR OF RECORD

DATE

05/09/2024

R

EC ORD

D

RA W IN

G

LOOP GEOTEXTILE FABRIC

OVER POSTS AND WIRE

FASTENER

WOVEN WIRE FENCE

GEOTEXTILE FABRIC

POST

COMPACTED SOIL

GRADE

FLOW

" M

IN

" M

IN

6" M

IN

. 6" MIN

GROUND LINE

HOG WIRE FASTENERS EVERY 2 FT.

TRENCH 8" MIN.

" M

IN

" M

IN

4' O.C.

STEEL POSTS

WOVEN WIRE

FENCE BACKING

FRONT VIEW

(NTS)

SIDE VIEW

(NTS)

NOTES:

1. WOVEN WIRE FENCE SHALL BE A MINIMUM 14 GAUGE, 6" x 6"

2. WOVEN WIRE FENCING SHALL BE FASTENED TO THE UPSTREAM SIDE OF POSTS BY STAPLES OR WIRE TIES.

3. GEOTEXTILE FABRIC SHALL BE SECURELY FASTENED TO THE WOVEN WIRE FENCING.

4. MACHINE TRENCHED GEOTEXTILE SHALL BE TRENCHED VERTICAL AT LEAST 8" DEEP.

8"

8 SILT FENCING DETAIL

N.T.S.C-101 C-500

1 PROPELLANT STORAGE SLAB DETAIL

N.T.S.C-141 C-501

3/4"

3/8

3/8

POURED JOINT SEALANT,

SEE NOTE 1

PAVEMENT SURFACE

SAWED JOINT FACE

1" BACKER ROD

3/4" JOINT FILLER

2" T

O 2-

3/8

4 JOINT SEAL DETAIL (NIC, FUTURE)

N.T.S.C-501 C-501

NOTES:

1. JOINT SEALANT SHALL BE SIKAFLEX-2C BY SIKA, CEILCOTE CJ3 BY INTERNATIONAL, OR EQUIVALENT.

2 FUEL PAD JOINTING PLAN (NIC, FUTURE)

N.T.S.C-141 C-501

3 PLANE OF WEAKNESS JOINT (D1) DETAIL

N.T.S.C-141 C-501

0'- 2"

BARBED WIRE GALVANIZED

3 STRANDS, 4 POINT

1'- 0"

1'-0"

END BAY 10'-0" ORMULTIPLES OF 10'-0"

0'- 6"

7'- 0"

0'- 6"

15" CONCRETE

LINE POST

CORNER BAY

18" CONCRETE

CORNER POST

WIRE TIES

FABRIC

CHAIN LINK

(3/8" MIN)

TRUSS ROD

BAR

STRETCHER

BRACE

CHAIN LINK FENCE W/ BARBED WIRE

7 GA. TENSION WIRE

OVERBURDEN

BEDROCK

3'- 0"

TY

P

2'- 0"

NOTES:

1. CONCRETE SHALL BE 4,500 PSI COMPRESSIVE STRENGTH.

2. GALVANIZED STEEL WOVEN WIRE FABRIC TO BE STRETCHED TAUT WITH STRETCHER BARS & STRAPS AND

FASTENED TOP & BOTTOM AND AT LINE POSTS WITH GALV PIG RING TIES.

3. INSTALL TEMPORARY GUYS OR BRACES AS REQUIRED TO HOLD POSTS IN PROPER POSITION UNTIL

CONCRETE HAS SET SUFFICIENTLY TO HOLD POSTS.

OR BRACE RAIL

3/8" MINIMUM

TRUSS ROD

CONCRETE BASE

CLAMP FOR TOP

TRUSS ROD AND BAND

SECURELY FASTENED TOGETHER

OR COLUMN AND ENDS SHALL BE

MUST COMPLETELY ENCIRCLE POST

FABRIC TIES, CLAMPS OR BANDS

NOTE:

WIRE TIES FOR POSTS

BAND FOR WIRE STRETCHING

PLAN AT BANDS

DETAIL - END OR GATE POST

STRETCHER BAR

SPACED 15" O.C. MAX.

TOP AND BOTTOM AND

TO BE 4" MAX. FROM

STRETCHER BAR BAND

LINK

ENGAGE EACH FABRIC

STRETCHER BAR TO

FABRIC

CARRIAGE BOLT

(WIRE SIMILAR)

EACH SIDE (SPACE 2'-0" MAX.

WIRE TIES CLOSE TO POST

AS RECOMMENDED BY MFR.

TAUT AND FASTEN SECURELY

3 STRANDS BARBED WIRE-PULL

POINT OUTWARD AT A 45° ANGLE

PRESSED STEEL OR WROUGHT IRON

EXTENSION ARMS TO BE 12 GAGE

ON INSIDE OF FENCE

POSITIVE FASTENING

OTHER APPROVED

THRU BOLT OR

FABRIC

TOP RAIL

7 PEDESTRIAN GATE DETAIL

N.T.S.C-141 C-501

6 DOUBLE LEAF SWING GATE DETAIL

N.T.S.C-141 C-501

5 CHAIN LINK FENCING DETAILS

N.T.S.C-141 C-501

1. FABRIC: THE STANDARD FENCE FABRIC SHALL BE GALVANIZED ZINC WIRE CHAIN LINK WITH MESH OPENINGS NOT LARGER THAN TWO INCHES PER SIDE AND A TWISTED AND BARBED SELVAGE AT TOP AND BOTTOM.

2. FABRIC TIES: ONLY 11-GAUGE STEEL TIES SHALL BE USED. COATING OR PLATING WILL BE

ELECTROLYTICALLY COMPATIBLE WITH THE FENCE FABRIC TO INHIBIT CORROSION.

3. REINFORCEMENT: TENSION WIRES SHALL BE INSTALLED AND INTERWOVEN (OR AFFIXED WITH FABRIC TIES)

ALONG THE TOP & BOTTOM OF THE FENCE FOR STABILIZATION OF THE FENCE FABRIC.

4. FENCE HEIGHT: CHAIN LINK FABRIC SHALL BE 7' HIGH WITH AN ADDITIONAL 1' IN HEIGHT COMPOSED OF 3

STRANDS OF BARBED WIRE.

5. GROUND CLEARANCE: BOTTOM OF THE FENCE FABRIC SHALL BE WITHIN TWO INCHES OF FIRM GRADE.

6. TOP GUARDS: A TOP GUARD IS AN OVERHANG OF BARBED WIRED ALONG THE TOP OF A FENCE, FACING OUTWARD (AWAY FROM PROTECTED SITE) AND UPWARD AT APPROX. 45 ANGLE. TOP GUARD SUPPORTING ARMS WILL BE PERMANENTLY AFFIXED TO THE TOP OF FENCE POSTS TO INCREASE THE OVERALL HEIGHT OF THE FENCE AT LEAST 1 FOOT. THREE STRANDS OF 12-GAUGE BARBED WIRE, EQUALLY SPACED, SHALL BE

INSTALLED ON THE SUPPORTING ARMS.

7. FENCE POSTS: SHALL BE ASTM F1043 OR F1083 ROUND PIPE AND SHALL BE GALVANIZED IN ACCORDANCE WITH THE SPECIFICATIONS. FENCE POST SPACING AND SIZE (DIAMETER) SHALL BE DETERMINED IN ACCORDANCE WITH CHAIN LINK FENCE MANUFACTURERS' INSTITUTE (WLG 2445). SPACING SHALL NOT

EXCEED 10'-0" OC. SIZE (DIAMETER) SHALL NOT BE LESS THAN THAT SPECIFIED.

CHAIN LINK FENCING NOTES

N

NOTES:

1. FOR STRUCTURAL PERFORMANCE OF CHAIN LINK FENCE, FOUNDATIONS AND GATE FRAMEWORKS, CONTRACTOR SHALL PROVIDE SHOP DRAWINGS SIGNED AND SEALED BY AN ALASKA REGISTERED P.E..

NOT PERFORMED.

15" 18"

THIS WORK EXCEPT CONCRETE WAS

PERFORMED UNDER A SEPARATE

FENCING CONTRACT, NOT PART OF THE

PHASE 1 CIVIL WORKS.

NOTE: STANDARD LOCKABLE GATE HASP PROVIDED.

NOTE: BY PHASE 1 CIVIL WORKS CONTRACTOR.

(NIC, FUTURE)

C-502 DETAILS