Quantico Tower RFP - Attachment 4 - R7 Design Drawings.pdf

PDF 9 MB Posted Apr 22, 2022

Attached to: Observation Tower Quantico - Request for Proposal Federal contract opportunity
Solicitation number: N6426722R0014
Issued by: Department of the Navy Naval Sea Systems Command

About this file

Written by GovTribe AI · Dec 28, 2023

This is a solicitation for construction services to build two observation towers at Marine Corps Base Quantico. The Naval Surface Warfare Center Corona Division seeks a firm-fixed-price contract for the project. Offerors must visit the site and submit electronic PDF proposals by the response date listed. Proposals will be evaluated on criteria in Sections L and M of the solicitation. The government will award a single contract to the responsible offeror whose proposal is most advantageous based on evaluation. Offerors must register in SAM and all responsible sources may submit. Any amendments will be posted on the website, so offerors should check for updates.

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Other files attached to Observation Tower Quantico - Request for Proposal, newest first.
File	Type	Posted
Quantico Tower RFP - QA(007).xlsx	XLSX spreadsheet	May 25, 2022
Quantico Tower RFP - Attachment 5 - R9 Design Drawings_Updated.pdf	PDF	May 23, 2022
Solicitation Amendment - (003).pdf	PDF	May 23, 2022
Quantico Tower RFP - Attachment 4 - R7 Design Drawings_Updated.pdf	PDF	May 23, 2022
Quantico Tower RFP - QA(006).xlsx	XLSX spreadsheet	May 23, 2022
Quantico Tower RFP - QA(005).xlsx	XLSX spreadsheet	May 18, 2022
Quantico Tower RFP - QA(004).xlsx	XLSX spreadsheet	May 16, 2022
Quantico Tower RFP - Attachment 3 - Wage Determination.pdf	PDF	May 9, 2022
Solicitation Amendment - (002).pdf	PDF	May 9, 2022
Quantico Tower RFP - QA (003).xlsx	XLSX spreadsheet	May 9, 2022
Quantico Tower RFP - QA (002).pdf	PDF	May 4, 2022
Solicitation Amendment - (001).pdf	PDF	Apr 26, 2022
Quantico Tower RFP - QA.pdf	PDF	Apr 26, 2022
Quantico Tower RFP - Attachment 6 - SF24 Bid Guarantee.pdf	PDF	Apr 22, 2022
Quantico Tower RFP - Attachment 3 - Wage Determination.pdf	PDF	Apr 22, 2022
Quantico Tower RFP - Attachment 2 - Excavation Permit Request.pdf	PDF	Apr 22, 2022
N6426722R0014.pdf	PDF	Apr 22, 2022
Quantico Tower RFP - Attachment 1 - Maps.pdf	PDF	Apr 22, 2022
Quantico Tower RFP - Attachment 5 - R9 Design Drawings.pdf	PDF	Apr 22, 2022
Quantico Tower RFP - Attachment 7 - Construction Cost Breakdown.xlsx	XLSX spreadsheet	Apr 22, 2022

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ISSUE DATE:

MARCORSYSCOM - PM TRASYS

MARINE CORPS BASE QUANTICO, VA

RANGE 7

OBSERVATION TOWER

100% DESIGN PLAN SET - NOT ISSUED FOR INSTALLATION

02-NOV-2021

WARFARE CENTERS

CORONA

M . P

C E

M . P

C E

G . M

D . G

C O

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G-001

C R

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SHEET ID

2 3 4 5 6 7 8 9 10

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WARFARE CENTERS

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100% DESIGN PLAN SET - NOT FOR CONSTRUCTIONPlotted: 01-Nov-2021 18:14MCBQ-R7-G-001.DWG

SITE LOCATION PROJECT SITE

R7 OBSERVATION TOWER

SHEET LIST TABLE

SHEET NUMBER SHEET TITLE

GENERAL

G-001 COVER SHEET

G-002 GENERAL INFORMATION

G-003 GENERAL NOTES

G-004 GENERAL NOTES

G-005 GENERAL NOTES

CIVIL

C-101 SITE SURVEY

C-102 SITE PLAN

C-103 GRADING PLAN

C-104 GRADING PLAN SECTIONS AND DETAILS

ARCHITECTURAL

A-201 FLOOR & ROOF PLANS

A-301 ELEVATION VIEWS

STRUCTURAL

S-101 FOUNDATION PROFILES

S-501 FOUNDATION DETAILS

S-502 FOUNDATION REBAR DETAILS

S-503 CAST-IN ANCHOR DETAILS

S-504 CONTAINER WATER CONTROL DETAILS

S-505 CONTAINER WATER CONTROL DETAILS FOR NON-DOOR END

S-506 CONTAINER WATER CONTROL DETAILS FOR DOOR END

S-507 HANDRAIL PLANS AND ELEVATIONS

S-508 HANDRAIL FRAMING DETAILS

S-509 HANDRAIL FRAMING DETAILS AND WELD STUD STRIP PLANS

S-510 HANDRAIL CONNECTION TO CONTAINER STRUCTURE DETAILS

S-511 HANDRAIL CONNECTION DETAILS

S-512 PARAPET WALL CONNECTION DETAILS

S-513 WINDOW FRAME DETAILS

S-514 WINDOW DETAILS

S-515 DOOR FRAME DETAILS

S-516 DOOR FRAME DETAILS

S-517 DOOR FRAME INSTALLATION DETAILS

S-518 DOOR DETAILS

S-519 ROLL-UP DOOR & FRAME DETAILS

S-520 ROLL-UP DOOR FRAME DETAILS

S-521 ROLL-UP DOOR FRAME DETAILS

S-522 ROLL-UP DOOR DETAILS

S-523 ROLL-UP DOOR DETAILS

S-524 ROOF CANOPY SYSTEM

S-525 ROOF CANOPY SYSTEM

S-526 CANOPY FRAMING DETAILS

S-527 ELECTRICAL MAST SUPPORT

ELECTRICAL

E-001 ELECTRICAL GENERAL INFORMATION

E-002 ELECTRICAL GENERAL NOTES

E-101 ELECTRICAL SITE PLAN

E-102 LIGHTNING PROTECTION FLOOR PLANS

E-103 LIGHTNING PROTECTION FLOOR PLANS

E-104 LIGHTNING PROTECTION ROOF PLANS

E-201 NORTH ELECTRICAL ELEVATION

E-202 SOUTH ELECTRICAL ELEVATION

E-203 EAST ELECTRICAL ELEVATION

E-204 WEST ELECTRICAL ELEVATION

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-503 ELECTRICAL DETAILS

ABBREVIATIONS

SPONSOR(S)

MARINE CORPS TRAINING SYSTEMS PROGRAM

MANAGERS (PM TRASYS)

ATTN: SUZANNE M. RUPERT

SUZANNE.M.RUPERT@USMC.MIL

407-380-4923 (OFFICE)

NSWC RS30

NAVAL SURFACE WARFARE CENTER, CORONA DIVISION

DIVISION HEAD (RS30)

ATTN: VINOJ S. ZACHARIAH

1999 FOURTH STREET

NORCO, CA 92860

951-393-4135 (OFFICE)

NAVAL SURFACE WARFARE CENTER, CORONA DIVISION

BRANCH HEAD (RS34)

ATTN: ANTHONY E. FARMAND, PE

1999 FOURTH STREET

NORCO, CA 92860

951-393-4385 (OFFICE)

NAVAL SURFACE WARFARE CENTER, CORONA DIVISION

BRANCH HEAD (RS32)

ATTN:JOARI R. RIVERA

1999 FOURTH STREET

NORCO, CA 92860

951-393-4826 (OFFICE)

PROJECT MANAGER

NAVAL SURFACE WARFARE CENTER, CORONA DIVISION

ATTN: DAYNA L. GARDNER

1999 FOURTH STREET

NORCO, CA 92860

407-381-8745 (OFFICE)

ELECTRICAL ENGINEER OF RECORD

NAVAL SURFACE WARFARE CENTER, CORONA DIVISION

ATTN: LANDON C. BURNS, PE

1999 FOURTH STREET

NORCO, CA 92860

951-393-4638 (OFFICE)

CIVIL ENGINEER OF RECORD

NAVAL SURFACE WARFARE CENTER, CORONA DIVISION

ATTN: MICHAEL G. PIERCE, PE

1999 FOURTH STREET

NORCO, CA 92860

951-393-5843 (OFFICE)

DETAIL INDICATOR

ELEVATION INDICATOR, EXTERIOR

ELEVATION INDICATOR, INTERIOR

SECTION INDICATOR

NORTH ARROW

SYMBOLS AND LINETYPES

[E]

[P]

SHEET IDENTIFICATION

GRID COORDINATE

SHEET IDENTIFICATION

GRID COORDINATE

SHEET IDENTIFICATION

GRID COORDINATE

SHEET IDENTIFICATION

GRID COORDINATE

CONTROL POINT

CENTERLINE

PROPERTY LINE

IRREVERSIBLE CRIMP

TWO HOLE LUG

BREAKLINE

CENTERLINE

CONTOUR

FENCE LINE

ELECTRICAL PRIMARY

ELECTRICAL SECONDARY

PNEUMATIC AIR LINE

EXISTING

PROPOSED

DISCONNECT SWITCH

DUPLEX RECEPTACLE

L15-30R RECEPTACLE

HAND HOLE

STREET LIGHT

SURFACE MOUNTED PANELBOARD

POLE MOUNTED TRANSFORMER

GROUND ROD

HOME RUN

UTILITY POLE

TRUE NORTH

PLAN NORTH

DISCLAIMER

INFORMATION SHOWN IN THESE DRAWINGS DEPICT CONDITIONS AT THE

TIME OF LAST INSPECTION, AND DO NOT REFLECT ANY CHANGES SINCE

THAT TIME.

THROUGHOUT THE PROJECT DURATION, DRAWINGS ARE SUBJECT TO

CHANGE. RECORD FILES ARE CAD MAINTAINED AND ALL CHANGES SHALL

BE DIRECTED TO THE PROJECT MANAGER AND/OR PROJECT ENGINEER IN

THE RANGE SYSTEMS (RS) ENGINEERING DEPARTMENT AT THE NAVAL

SURFACE WARFARE CENTER, CORONA DIVISION (NSWC CORONA).

NSWC CORONA WILL NOT BE RESPONSIBLE FOR ANY MODIFICATIONS ONCE

THE ELECTRONIC COPY HAS BEEN RELEASED AS A FINAL DELIVERY TO THE

PROJECT SPONSOR. THE DRAWINGS WILL BE OWNED, UPDATED, AND

MAINTAINED BY THE SPONSOR.

A AMPS

AB AGGREGATE BASE

ABS ABSORBING

AC ALTERNATING CURRENT / ASPHALT CONCRETE

ADJ ADJACENT

AFF ABOVE FINISHED FLOOR

ANC ANCHOR BOLT

APPROX APPROXIMATE

ASTM AMERICAN SOCIETY OF INTERNATIONAL

ASSOCIATION FOR TESTING AND MATERIALS

ATM ATMOSPHERE

ATS AUTOMATIC TRANSFER SWITCH

AWG AMERICAN WIRE GAGE

BATT BATTERY

BC BASE COURSE

BET BUILDING ENTRANCE TERMINAL

BKBD BACKBOARD

BLK BLOCK

BLKG BLOCKING

BLDG BUILDING

BM BEAM

BMP BEST MANAGEMENT PRACTICES

BOD BOTTOM OF DECK

BP BASE PLATE

BRG BEARING

BOT BOTTOM

C CHANNEL/CONDUIT

CAB CABINET

CAD COMPUTER-AIDED DESIGN

CF CUBIT FOOT

CG CENTER OF GRAVITY

CJP COMPLETE JOINT PENETRATION

CKT CIRCUIT

CL CENTERLINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COAX COAXIAL CABLE

COMM COMMUNICAITONS

CONC CONCRETE

CONN CONNECTION

COL COLUMN

CONT CONTINUOUS

CP CONTROL POINT

CPT CONTROL POWER TRANSFORMER

CT CURRENT TRANSFORMER

CU COPPER

CU YD CUBIC YARDS

DET DETAIL

DC DIRECT CURRENT

DI DIEONIZED

DIA DIAMETER

DIAG DIAGONAL

DIMS DIMENSIONS

DO DITTO

DWG DRAWING

DWLS DOWELS

E EAST

EA EACH

ECM ELECTRICAL COMBINATION MODULE

EDM ELECTRICAL DISTRIBUTION MODULE

EG EXISTING GRADE

EGB EQUIPMENT GROUND BAR

EL ELEVATION - GRADE OR BUILDING

ELEC ELECTRIC

ELEV ELEVATION

EMT ELECTRICAL METALLIC TUBING

EQ EQUAL

EQUIP EQUIPMENT

ES ENERGY SAVER

EW EACH WAY

EXST EXISTING

FDN FOUNDATION

FF FAR FACE

FG FINAL GRADE

FH FIRE HYDRANT

FIN FINISHED

FL FLOW LINE

FLEX FLEXIBLE

FLR FLOOR

FOUO FOR OFFICIAL USE ONLY

FS FAR SIDE

FTG FOOTING

G GROUND

GA GAGE

GAL GALLON

GALV GALVANIZED

GBAR GROUIND BAR

GC GENERAL CONTRACTOR

GEC GROUNDING ELECTRODE CONDUCTOR

GEN GENERAL

GF GROUND FAULT

GFEP GROUND FAULT EQUIPMENT PROTECTION

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GLB GLUE LAMINATED BEAM

GND GROUND

HDPE HIGH DENSITY POLYETHYLENE

HGT HEIGHT

HORIZ HORIZONTAL

HP HIGH POINT

HR HOUR

HSS HOLLOW STRUCTURAL STEEL

HZ HERTZ

ID INSIDE DIAMETER

IEEE INSTITUTE FOR ELECTRICAL & ELECTRONIC ENGR.

IN INCHES

INCL INCLUDE OR INCLUDED

IOM INPUT OUTPUT MODULE

ISC SHORT CIRCUIT MODULE

ISS INTEGRATED STEEL SKID

J-BOX JUNCTION BOX

K KIPS / KILO

KA KILOAMPERE

KIAC KILOAMPERE INTERRUPTING CAPACITY

KVA KILOVOLT AMPERES

KW KILOWATTS

LBS POUNDS

LG LONG

LGTH LENGTH

LONG LONGITUDINAL

LLBB LONG LEG BACK TO BACK

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LREC LOW EMISSION RENEWABLE CREDIT

LSIG LONG, SHORT, INSTANTANEOUS, GROUND FAULT

MA MILLIAMPERES

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MDF MAIN DISTRIBUTION FRAME

MDP MAIN DISTRIBUTION PANEL

MDPE MEDIUM DENSITY POLYETHYLENE

MECH MECHANICAL

MFR MANUFACTURER

MGB MAIN GROUND BAR

MIN MINIMUM

MISC MISCELLANEOUS

MM MULTI-MODE FIBER OPTIC CABLE

MMBTU MILLION BRITISH THERMAL UNITS

MNPT MALE NATIONAL PIPE THREAD

MTL METAL

MW MEGAWATTS

N NEW / NORTHING

NEC NATIONAL ELECTRIC CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURERS ASSOCIATION

NF NEAR FACE

NFPA NATIONAL FIRE PROTECTION AGENCY

NIPR NON-CLASSIFIED INTERNET

PROTOCOL ROUTER NETWORK

NMCI NAVY MARINE CORP INTRANET

NO NUMBER

NOM NORMAL

NTE NOT TO EXCEED

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OPNG OPENING

OPP OPPOSITE

ORG ORIGINAL

OSHA OCCUPATIONAL SAFETY AND HEALTH ADMIN.

P POLE

PERP PERPENDICULAR

PEX CROSS-LINED POLYETHYLENE

PCF POUND PER CUBIC FOOT

PCI POUND PER CUBIC INCH

PH PHASE

PL PLATE

PLYWD PLYWOOD

PNL PANEL

POE POINT OF ENTRY

PROP PROPOSED

PROJ PROJECT

PSF POUND PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSIG POUNDS PER SQUARE INCH GAGE

PT POST-TENSIONED

PVC POLYVINYL CHLORIDE

PVM POWER MODULE

QDC QUICK DISCONNECT

QTR QUARTER

R RADIUS

RECEPT RECEPTICAL

REINF REINFORCED OR REINFORCING

REQ REQUIRED

REV REVISED OR REVISION

RF ROOF

RM ROOM

RMC RIGID METAL ASSEMBLY

R/W RIGHT OF WAY

SC SLIP CRITICAL

SCH SCHEDULE

SD STORMDRAIN

SF SQUARE FEET

SHT SHEET

SIM SIMILAR

SIPR SECRET INTERNET

PROTOCOL ROUTER NETWORK

SK SKETCH

SM SINGLE MODE FIBER OPTIC CABLE

SMAW SHIELDED METAL ARC WELDING

SOG SLAB-ON-GRADE

SPD SURGE PROTECTION DEVICE

SQ YD SQUARE YARD

SS STAINLESS STEEL / SANITARY SEWER

SSH SHORT SLOTTED HOLE

STIFF STIFFENER

STIR STIRRUP

STL STEEL

SWBD SWITCHBOARD

SWPPP STORM WATER POLLUTION PREVENTION PLAN

SYMM SYMMETRICAL

TBD TO BE DETERMINED

TEL TELEPHONE

TELCOM TELECOMMUNICATIONS

THK THICK

THHN THERMOPLASTIC HIGH HEAT-RESISTANT NYLON COATED

THRU THROUGH

TOC TOP OF CONCRETE

TOF TOP OF FOUNDATION

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOT TOTAL

TOW TOP OF WALL

TRANSV TRANSVERSE

TYP TYPICAL

UBC UNIFORM BUILDING CODE

UG UNDERGROUND

UL UNDERWRITERS LABORATORIES

UNO UNLESS NOTED OTHERWISE

UPM UNITERRUPTIBLE POWER MODULE

UPS UNINTERRUPTED POWER SUPPLY

V VOLTS

VAC VOLTS (AC)

VDC VOLTS (DC)

VF VERIFY IN FIELD

VOL VOLUME

W WIRE

W/ WITH

WWF WELDED WIRE FABRIC

WF WIDE FLANGE

WP WORK POINT

XFMR TRANSFORMER

& AND

@ AT

RELEVANT CODES AND STANDARDS

THE WORK SHALL CONFORM TO THE MOST RECENT APPROVED ADOPTED EDITION OF THE FEDERAL, STATE, COUNTY, CITY, LOCAL AND OSHA CODES AND STANDARDS AS SUPPLEMENTED OR AMENDED.

IN THE EVENT OF A CONFLICT BETWEEN DRAWINGS, WRITTEN SPECIFICATIONS, AND/OR REFERENCED STANDARDS, THE

MOST STRINGENT SHALL GOVERN.

SCOPE OF WORK

NSWC, CORONA

IN ACCORDANCE WITH THE APPROVED DESIGN DRAWINGS AS SHOWN HEREIN - NSWC CORONA'S OVERALL SCOPE OF

WORK INCLUDES -

1. DESIGN OF NEW OBSERVATION TOWER

2. DESIGN OF OBSERVATION TOWER ELECTRICAL GROUNDING SYSTEM

C R

O N

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SHEET ID

2 3 4 5 6 7 8 9 10

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(R S3

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100% DESIGN PLAN SET - NOT FOR CONSTRUCTIONPlotted: 01-Nov-2021 18:14MCBQ-R7-G-002.DWG

X#X#

M . P

C E

M . P

C E

G . M

R M

G-002

PREPARED BY

NAVAL SURFACE WARFARE CENTER (NSWC) CORONA DIVISION

DEVELOPMENT ENGINEERING (RS30)

P.O. BOX 5000

CORONA, CA 92878-5000

THIS PROJECT WAS DESIGNED BY NAVAL SURFACE WARFARE CENTER, CORONA OF THE NAVAL SEA SYSTEMS COMMAND (NAVSEA). THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS

REQUIRED BY USACE DOCUMENT ER 1110-1-8152

PROJECT DESCRIPTION

THIS PROJECT INCLUDES THE CIVIL, STRUCTURAL AND ELECTRICAL DESIGNS FOR A NEW OBSERVATION TOWER AT RANGE 7 IN MARINE CORPS BASE QUANTICO, VA.

PROJECT LOCATION

LOCATION RANGE 7

CITY, STATE MARINE CORPS BASE QUANTICO, VA

LATITUDE: 38°31'08.20"N

LONGITUDE: 77°32'02.60"W

JURISDICTION: MARINE CORPS BASE QUANTICO, VA

CURRENT USE: RIFLE RANGE

PROPOSED USE: RIFLE RANGE

PROJECT TEAM

GENERAL NOTES

(NOTE: THE TERM "CONTRACTOR" OR "CONTRACTORS" AS USED IN THESE GENERAL NOTES SHALL REFER TO THE PRIME CONTRACTOR)

1. THE CONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS OF FEDERAL, STATE, COUNTY, CITY, LOCAL AND OSHA

STANDARDS, APPROVED DRAWINGS AND PROJECT WORK SPECIFICATIONS.

2. CONTRACTOR SHALL KEEP AN ACCURATE SET OF AS-BUILT PLANS.

3. APPROVED DRAWINGS AND PERMITS SHALL NOT BE CONSTRUED AS LICENSE TO CONSTRUCT WORK NOT CONFORMING TO THE GOVERNING CODES AND SHALL NOT

RELIEVE THE CONTRACTOR FROM COMPLYING WITH THE GOVERNING CODES, PLANS, AND SPECIFICATIONS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS, MATERIALS & QUANTITIES AS PART OF THE APPROVED DRAWINGS.

5. THE CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS OF EXISTING PUBLIC AND PRIVATE UTILITIES AND SERVICES PRIOR TO COMMENCING CONSTRUCTION.

CONTRACTOR SHALL CALL 811 FOR FIELD LOCATION OF EXISTING UTILITIES. NOTE THAT 811 ONLY LOCATES THOSE UTILITIES REGISTERED WITH THE SERVICES AND DOES

NOT LOCATE ALL UTILITIES.

6. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND NOTIFY THE ENGINEER, IN WRITING. IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON

THE PLAN, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES.

7. THESE DRAWINGS DO NOT IMPLY TO SHOW ALL EXISTING UTILITIES. LOCATIONS AND SIZE OF EXISTING PUBLIC AND PRIVATE UTILITIES ARE FROM AVAILABLE RECORDS ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES AND FOR DAMAGES RESULTING FROM FAILURE TO DO SO.

8. THE CONTRACTOR SHALL PERFORM ALL WORK REQUIRED FOR THE CONSTRUCTION OF THE PROPOSED PROJECT AND RELATED STRUCTURES TO BE CONSTRUCTED HEREUNDER AS NECESSARY TO MAKE A COMPLETE AND WORKING INSTALLATION, EXCEPT FOR WORK SPECIFICALLY EXCLUDED.

9. ALL PHASES OF THE PROJECT SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THESE SPECIFICATIONS AND THE APPROVED CONSTRUCTION DRAWINGS.

IF THERE IS ANY CONFLICT BETWEEN THIS DOCUMENT AND THE DRAWINGS, THE DRAWING(S) SHALL GOVERN AND THE GOVERNMENT SHALL BE NOTIFIED.

10. CONSTRUCTION WORK MAY NOT START UNTIL ALL REQUIRED PERMITS HAVE BEEN OBTAINED. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED BY FEDERAL, STATE, OR LOCAL CODES AND/OR UTILITY SERVICE COMPANIES PRIOR TO START OF CONSTRUCTION.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL OF THE REQUIRED PERMITS (I.E. BUILDING & SAFETY, MECHANICAL, ELECTRICAL, PLUMBING, FIRE DEPARTMENT FEES, ADA, OSHA, ENVIRONMENTAL, CERTIFICATE OF OPERATION OR PERMIT TO OPERATE), AND ALL LICENSES AND TAXES AS REQUIRED FOR THE PROJECT, EXCEPT AS NOTED IN DRAWINGS, SPECIFICATIONS AND/OR CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING FOR ALL REQUIRED INSPECTIONS AT THE APPROPRIATE STAGES OF CONSTRUCTION. IF ANY OF THE CONTRACTOR'S WORK FAILS ANY INSPECTION, THE CONTRACTOR SHALL TAKE THE APPROPRIATE MEASURES TO CORRECT DEFICIENCIES AT NO EXPENSE TO GOVERNMENT.

12. APPROVAL OF THESE PLANS BY THE GOVERNMENT, ITS SPONSORS OR AGENTS DOES NOT RELIEVE THE CONTRACTOR AND THEIR ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS OR REQUEST FOR INFORMATION SHALL BE PROMPTLY SUBMITTED TO THE GOVERNMENT FOR REVIEW AND APPROVAL.

13. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER CONTRACTOR.

14. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE GOVERNMENT ENGINEER FOR SUCH DEVIATIONS, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK DONE WHICH DEVIATES FROM THE PLANS, ALL FINES AND / OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE GOVERNMENT ENGINEER, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, PENALTIES AND THE LIKE RELATED TO SAME.

15. GOVERNMENT IS NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS. IF CONTRACTOR FAIL TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD GOVERNMENT HARMLESS FOR ALL INJURIES AND DAMAGES THAT GOVERNMENT EMPLOYEE SUFFERS AND COSTS THAT EMPLOYEE INCURS.

16. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY. THE ENGINEER OF RECORD HAS NOT BEEN RETAINED TO PERFORM OR BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER'S SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD IS NOT RESPONSIBLE TO IDENTIFY OR

REPORT ANY JOB SITE SAFETY ISSUES, AT ANY TIME.

17. THE GOVERNMENT ENGINEER MAKES NO REPRESENTATION OF GUARANTEE REGARDING EARTHWORK QUANTITIES OR THAT THE EARTHWORK FOR THIS PROJECT SHALL BALANCE DUE TO THE VARYING FIELD CONDITIONS, CHANGING SOIL TYPES, ALLOWABLE CONSTRUCTION TOLERANCES, AND CONSTRUCTION METHODS THAT ARE

BEYOND THE CONTROL OF THE ENGINEER.

18. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED APPLICATION DOCUMENTS PREPARED BY THE SIGNATORY PROFESSIONAL ENGINEER, THE USE OF THE WORDS CERTIFY OR CLARIFICATION CONSTITUTES AN EXPRESSION OF "PROFESSIONAL OPINION" REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE UNDERSIGNED PROFESSIONAL'S KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE

AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED

CONTROLLED UNCLASSIFIED INFORMATION (CUI) DISTRIBUTION

CONTROLLED BY:

DOD, NAVAL SURFACE WARFARE CENTER, CORONA DIVISION

DEVELOPMENT ENGINEERING DIVISION, RS30

CUI CATEGORY:

CONTROLLED TECHNICAL INFORMATION (CTI)

DISTRIBUTION STATEMENT:

STATEMENT C (FEDERAL EMPLOYEES AND CONTRACTORS ONLY (FEDCON)

POC:

VINOJ S. ZACHARIAH (RS30 DIVISION HEAD)

951-393-4135 (OFFICE)

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GENERAL NOTES

1. PRIOR TO ANY CONSTRUCTION, THE GOVERNMENT

REPRESENTATIVE SHALL CONVENE A PRE-CONSTRUCTION

MEETING BETWEEN THE OWNER REPRESENTATIVE, VENDOR,

THE CONTRACTOR, OTHER UTILITY COMPANIES, ANY

AFFECTED PARTIES AND ANY OTHER ENTITY MAY REQUIRE. IF

CONSTRUCTION IS NOT STARTED ON THE SITE WITHIN 30

CALENDAR DAYS AFTER THE PRE-CONSTRUCTION

CONFERENCE, THE GOVERNMENT REPRESENTATIVE SHALL

CONVENE A NEW PRE-CONSTRUCTION CONFERENCE

BETWEEN THE ABOVE MENTIONED ENTITIES.

2. ALL CONSTRUCTION OPERATIONS SHALL BE PERFORMED IN

ACCORDANCE WITH APPROVED GOVERNMENT ENGINEERING

MANUAL AND STANDARD CONSTRUCTION SPECIFICATIONS

AND DETAILS.

3. ALL CONSTRUCTION OPERATIONS SHALL BE ACCOMPLISHED

IN ACCORDANCE WITH APPLICABLE REGULATIONS OF THE U.S.

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION. OSHA

STANDARDS MAY BE PURCHASED FROM THE GOVERNMENT

PRINTING OFFICE; INFORMATION AND RELATED REFERENCE

MATERIALS MAY BE PURCHASED FROM OSHA.

4. CONTRACTOR SHALL TAKE ALL DUE PRECAUTIONS TO

PROTECT EXISTING FACILITIES FROM DAMAGE. ANY DAMAGE

INCURRED TO EXISTING FACILITIES AS A RESULT OF

CONSTRUCTION OPERATIONS TO BE REPAIRED IMMEDIATELY

BY THE CONTRACTOR, AT NO ADDITIONAL COST TO

GOVERNMENT.

5. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL,

STATE, AND FEDERAL REQUIREMENTS REGARDING EXCESS

AND WASTE MATERIAL, INCLUDING METHODS OF HANDLING

AND DISPOSAL.

6. CONTRACTOR SHALL COORDINATE INTERRUPTIONS OF ALL

UTILITIES AND SERVICES. ALL WORK TO BE IN ACCORDANCE

WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY

COMPANY OR AGENCY INVOLVED.

7. WHEN UN-LOCATED OR INCORRECTLY LOCATED, A BREAK IN

UTILITY LINES, OR OTHER UTILITIES AND SERVICES ARE

ENCOUNTERED DURING SITE WORK OPERATIONS,

CONTRACTOR SHALL NOTIFY THE GOVERNMENT

REPRESENTATIVE AND APPLICABLE UTILITY COMPANY

IMMEDIATELY TO OBTAIN PROCEDURE DIRECTIONS.

CONTRACTOR SHALL COOPERATE WITH THE APPLICABLE

UTILITY COMPANY IN MAINTAINING ACTIVE SERVICES IN

OPERATION.

8. CONTRACTOR SHALL LOCATE, PROTECT, AND MAINTAIN

BENCHMARKS, MONUMENTS, CONTROL POINTS AND PROJECT

ENGINEERING REFERENCE POINTS. RE-ESTABLISH DISTURBED

OR DESTROYED ITEMS BY REGISTERED PROFESSIONAL LAND

SURVEYOR, AT NO ADDITIONAL COST TO GOVERNMENT.

9. THE CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ALL

CONSTRUCTION THAT DEVIATES FROM THE PLANS.

ACCURATE “RECORD” DRAWINGS WILL BE PROVIDED TO THE

GOVERNMENT.

10. CONTRACTOR SHALL STRIP SIX (6) INCHES OF TOPSOIL FROM

ALL AREAS SUBJECT TO GRADE MODIFICATION. REMOVE ALL

AREAS OF WEAK SOIL.

11. THE CONTRACTOR SHALL PROTECT ALL EXISTING FENCES. IN

THE EVENT THAT A FENCE MUST BE REMOVED, THE

CONTRACTOR SHALL REPLACE SAID FENCE OR PORTION

THEREOF WITH THE SAME TYPE OF FENCING TO A QUALITY OF

EQUAL OR BETTER THAN THE ORIGINAL FENCE.

12. UPON COMPLETION OF THE PROJECT, THE CONSTRUCTION

SITE(S) SHALL BE CLEANED OF ALL DEBRIS AND LEFT IN A

NEAT AND PRESENTABLE CONDITION.

13. ALL ADJOINING UNDERGROUND AND ABOVE GROUND

FACILITIES, BUILDINGS, UTILITIES, AND PAVEMENTS SHALL BE

PROTECTED DURING ALL PHASES OF CONSTRUCTION AND

ANY DAMAGES INCURRED DUE TO CONTRACTOR’S

OPERATION SHALL BE REPAIRED AND/OR REPLACED AT THE

CONTRACTOR’S EXPENSE.

14. CONTRACTOR SHALL CONTROL DUST CAUSED BY THE WORK

AND COMPLY WITH POLLUTION CONTROL REGULATIONS OF

GOVERNING AUTHORITIES (NO SEPARATE PAY).

15. CONTRACTOR SHALL EXERCISE CAUTION DURING

CONSTRUCTION NEAR AND AROUND GAS LINES AND POWER

LINES.

16. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION

VERTICALLY AND HORIZONTALLY OF ALL EXISTING UTILITIES

PRIOR TO COMMENCING WORK, AND SHALL NOTIFY THE

ENGINEER AND THE GOVERNMENT REPRESENTATIVE IF THE

EXISTING UTILITY LOCATION AND DEPTHS ARE DIFFERENT

FROM WHAT IS SHOWN ON THE PLANS. THE CONTRACTOR

AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL

DAMAGES WHICH MIGHT BE ASSOCIATED BY THE

CONTRACTOR’S FAILURE TO EXACTLY LOCATE AND

PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

17. CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADS

AND DRIVES ADJACENT TO AND NEAR THE SITE FREE FROM

SOIL, SEDIMENT AND DEBRIS. CONTRACTOR WILL NOT

REMOVE SOIL, SEDIMENT OR DEBRIS FROM ANY AREA OR

VEHICLE BY MEANS OF WATER, ONLY SHOVELING AND

SWEEPING WILL BE ALLOWED. CONTRACTOR WILL BE

RESPONSIBLE FOR DUST CONTROL FROM THE SITE.

18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE

TO PRIVATE PROPERTY WHICH OCCURS AS A RESULT OF ANY

PORTION OF THIS PROJECT. ANY DAMAGE TO PRIVATE

PROPERTY SHALL BE REPAIRED TO EQUAL OR BETTER

CONDITION. THE CONTRACTOR SHALL PAY AND/OR SETTLE

WITH PRIVATE PROPERTY OWNER(S) FOR ALL COST RELATED

TO DAMAGE. THE GOVERNMENT WILL NOT PROVIDE

SEPARATE PAY FOR REPAIR OF DAMAGES, REIMBURSEMENTS

OR SETTLEMENTS.

19. CONTRACTOR SHALL WARRANTY THEIR WORKMANSHIP FOR A

PERIOD OF 1-YEAR FROM THE DATE OF ACCEPTANCE BY THE

GOVERNMENT AND OWNER.

CIVIL NOTES

DRAWINGS

1. FINAL INTERPRETATION OF ALL DRAWINGS WILL BE BY THE

GOVERNMENT, IN CONSULTATION WITH THE ENGINEER, AND

THE GOVERNMENT'S DECISION WILL BE FINAL.

2. ALL DRAWINGS PREPARED BY THE CONTRACTOR SHALL BE

SUBMITTED TO THE GOVERNMENT FOR APPROVAL PRIOR TO

ADMITTING DRAWINGS INTO THE CONSTRUCTION DRAWING

SET.

3. CONTRACTOR SHALL LOCATE, PROTECT, AND MAINTAIN

BENCHMARKS, MONUMENTS, CONTROL POINTS AND PROJECT

ENGINEERING REFERENCE POINTS. RE-ESTABLISH DISTURBED

OR DESTROYED ITEMS BY REGISTERED PROFESSIONAL LAND

SURVEYOR, AT NO ADDITIONAL COST TO GOVERNMENT.

4. EVERY REQUEST FOR INSPECTION SHALL REQUIRE A

FORTY-EIGHT (48) HOUR ADVANCE NOTICE BEFORE SUCH

INSPECTION IS DESIRED.

5. FINAL WALK-THROUGH SHALL BE CONDUCTED WITH

GOVERNMENT'S REPRESENTATIVE, ENGINEER OR THEIR

AUTHORIZED REPRESENTATIVE, AND THE CONTRACTOR TO

SIGN OFF THE COMPLETION OF THE PUNCH LIST ITEMS. ALL

ITEMS SHALL BE COMPLETED, SIGNED OFF AND ACCEPTED

PRIOR TO FINAL PAYMENT TO THE CONTRACTOR.

6. UPON SUBSTANTIAL COMPLETION OF CONSTRUCTION, THE

CONTRACTOR SHALL MARK-UP ONE (1) COPY OF "APPROVED

FOR CONSTRUCTION" DRAWINGS TO AS-BUILT CONDITIONS.

AS-BUILT DRAWINGS SHALL SHOW ALL SIGNIFICANT CHANGES,

DIMENSIONS (INCLUDING DEPTH), AND RELATIVE POINTS OF

REFERENCE. THESE ALTERED DRAWINGS SHALL BE

SUBMITTED TO GOVERNMENT WITHIN TWO (2) WEEKS (TEN

(10) WORKING DAYS) AFTER COMPLETION OF CONSTRUCTION.

RETENTION RELEASE IS CONTINGENT UPON RECEIVING

ACCURATE AS-BUILT DRAWINGS.

MATERIALS HANDLING AND STORAGE

1. UPON RECEIPT OF ALL FURNISHED MATERIALS, THE

CONTRACTOR SHALL BE FINANCIALLY ACCOUNTABLE FOR

ANY LOST OR STOLEN FURNISHED MATERIALS.

2. AFTER RECEIPT OF FURNISHED MATERIALS BY THE

CONTRACTOR, ANY SHORTAGES OF AND/OR DAMAGES TO

THE MATERIALS SHALL BE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR. THE CONTRACTOR SHALL BE FINANCIALLY

ACCOUNTABLE FOR SUCH SHORTAGES, ERRORS, OR

DAMAGES.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER

STORAGE AND HANDLING OF ALL FURNISHED EQUIPMENT AND

MATERIALS UNTIL THE INSTALLATION IS ACCEPTED BY THE

GOVERNMENT'S REPRESENTATIVE.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAULING

AWAY ALL UNUSED CONTRACTOR SUPPLIED MATERIALS,

WASTE, AND SPOILS. ALL CONSTRUCTION DEBRIS SHALL BE

REMOVED FROM THE SITE DAILY AND DISPOSED OF IN A

LEGAL MANNER.

5. ALL UNUSED SUPPLIED MATERIAL SHALL BE RETURNED TO

GOVERNMENT UPON COMPLETION OF CONSTRUCTION.

6. THE CONTRACTOR SHALL HANDLE AND INSTALL ALL MATERIAL

AND EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S

INSTALLATION INSTRUCTIONS AND THE REQUIREMENTS IN

THESE CONSTRUCTION SPECIFICATIONS.

7. THE CONTRACTOR'S ACTIVITIES SHALL BE RESTRICTED TO

THE DESIGNATED CONSTRUCTION SITE AND STORAGE AREAS

DURING EXECUTION OF THIS WORK.

8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY

TEMPORARY CLEARANCES FOR INSPECTION PURPOSES

PRIOR TO START-UP. THIS WILL NOT INCLUDE FINAL

INSPECTION BY AGENCIES WHICH REQUIRE A CERTIFICATE TO

OPERATE.

9. THE CONTRACTOR SHALL NOTIFY GOVERNMENT A MINIMUM

OF THREE (3) WEEKS BEFORE THE DATE THE SYSTEM CAN BE

STARTED SO AS TO COORDINATE START-UP WITH THE

EQUIPMENT VENDOR(S) AND/OR APPROVED

REPRESENTATIVES.

10. THE CONTRACTOR SHALL HAVE QUALIFIED DISCIPLINE

REPRESENTATIVES PRESENT DURING START-UP TO MAKE

ANY NECESSARY REPAIRS IN THE EVENT OF ANY FAILURES.

11. A PRELIMINARY WALK-THROUGH SHALL BE MADE AFTER

START-UP WITH GOVERNMENT REPRESENTATIVES. THE

ITEMS ON THE PUNCH LIST DEVELOPED DURING THIS

WALK-THROUGH SHALL BE COMPLETED WITHIN TEN (10)

WORKING DAYS.

CONCRETE & MASONRY

1. ALL CONCRETE, MASONRY, AND EARTHWORK SHALL COMPLY

WITH THESE DRAWINGS INCLUDING THE LATEST ADOPTED

APPROVED EDITIONS OF THE FOLLOWING CODES:

INTERNATIONAL BUILDING CODE (IBC)

AMERICAN CONCRETE INSTITUTE (ACI)

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

CONCRETE REINFORCING STEEL INSTITUTE (CRSI)

2. THE CONTRACTOR SHALL NOT MAKE ANY CONCRETE POURS

WITHOUT FIRST NOTIFYING THE GOVERNMENT.

3. IF FOUNDATION SLABS AND FOOTINGS ARE POURED PRIOR TO

TRENCHING FOR PIPING AND ELECTRICAL, SLEEVES ARE

REQUIRED UNDER BLOCK WALL FOOTINGS OR EQUIPMENT

FOUNDATIONS FOR ALL PROPOSED PIPING OR ELECTRICAL

CONDUITS PASSING UNDER FOOTINGS OR FOUNDATIONS.

4. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN

ACCORDANCE WITH REQUIREMENTS OF IBC STANDARDS.

BATCH TICKETS SHALL BE RETURNED TO GOVERNMENT.

5. MASONRY MATERIALS SHALL BE STORED SO THAT AT THE

TIME OF USE THE MATERIALS ARE CLEAN AND STRUCTURALLY

SUITABLE FOR THE INTENDED USE.

6. SURFACES TO BE IN CONTACT WITH MASONRY GROUT OR

MORTAR SHALL BE CLEAN AND FREE OF DELETERIOUS

MATERIALS.

INSTALLATION

1. THE CONTRACTOR SHALL CHECK THE ACCURACY OF

FOUNDATION LOCATIONS, ELEVATIONS, LOCATION AND

PROJECTION OF ALL ANCHOR BOLTS AND EMBEDDED ITEMS.

GOVERNMENT WILL REQUIRE FORTY-EIGHT (48) HOURS'

NOTICE FOR INSPECTION OF THE CONTRACTOR'S WORK.

2. APPROVED ANCHORING METHODS ARE TO BE USED FOR

ANCHORING EQUIPMENT AS SPECIFIED ON DRAWINGS.

RED-HEADS SHALL NOT BE PERMITTED FOR MISALIGNED

ANCHOR BOLTS. GOVERNMENT AND ENGINEER SHALL BE

NOTIFIED AND CONSULTED FOR ANY REQUIRED CORRECTION

METHODS FOR MISPLACED BOLTS OR ANCHORS.

3. THE COMPACTION TEST RESULTS SHALL BE AVAILABLE PRIOR

TO THE CONCRETE POUR.

4. REMOVE ALL LOOSE MATERIAL AND DEBRIS FROM

COMPACTED SUBGRADE SURFACE PRIOR TO PLACING

CONCRETE.

5. WHEN AMBIENT TEMPERATURE IS BELOW 50 DEGREES

FAHRENHEIT, CONCRETE MATERIALS AND PLACEMENT SHALL

CONFORM TO THE RECOMMENDATIONS OF ACI 306R “COLD

WEATHER CONCRETING”.

6. WHEN AMBIENT TEMPERATURE IS ABOVE 90 DEGREES

FAHRENHEIT, CONCRETE MATERIALS AND PLACEMENT SHALL

CONFORM TO THE RECOMMENDATIONS OF ACI 305R “HOT

WREATHING CONCRETING”.

TESTING

1. FOR CONCRETE DESIGN STRENGTHS ABOVE 2,500 PSI, THE

CONTRACTOR SHALL MAKE ARRANGEMENTS WITH AN

INDEPENDENT TESTING AGENCY TO TEST CONCRETE

CYLINDERS FOR FOUNDATIONS AND SLABS UNLESS WAIVED

BY GOVERNMENT. THREE (3) CYLINDERS SHALL BE RANDOMLY

SELECTED AND TESTED FROM EACH MIX USED. ALL

HANDLING OF SAMPLES SHALL MEET ASTM STANDARDS.

COMPRESSION TESTS SHALL BE LOGGED AT THE 7-DAY AND

28 DAY MARK. THE CONTRACTOR SHALL FURNISH

GOVERNMENT WITH ALL TEST RESULTS FROM EACH SAMPLE.

THE THIRD CYLINDER SHALL BE KEPT IN THE EVENT THE

28-DAY BREAK PROVES NOT TO BE IN COMPLIANCE. THIS

CYLINDER SHALL THEN BE BROKEN AT 56 DAYS.

2. IN THE EVENT OF FAILURE, THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL COSTS INCLUDING REMOVAL,

RECONSTRUCTION AND RE-TESTING OF NEW CONCRETE.

FINISHES

1. ALL SOLID AND HOLLOW MASONRY UNITS SHALL BE CLEAN

AND ALL DUST AND DIRT REMOVED FROM THE SURFACE. ALL

EXPOSED FACES OF ANY WALL SHOWING GROUT SPOTTING

OR JOINT MORTAR PROJECTION SHALL BE WIRE BRUSHED

AND/OR TOOLED CLEANED TO ENSURE A UNIFORM

APPEARANCE.

2. ALL CONCRETE SLABS SHALL BE A SMOOTH TROWEL FINISH

ON ALL CURB FACES AND EDGES WITH BROOM FINISH ON ALL

FLAT SURFACES EXCEPT WHEN MATCHING EXISTING

CONCRETE SURFACES. ALL SLAB FINISHES SHALL BE FREE OF

STAINS, DISCOLORATION, VOIDS, CRACKS, OR SURFACE

DISCONTINUITIES. IF ANY OF THESE CONDITIONS EXIST,

GOVERNMENT WILL REQUIRE THE CONTRACTOR TO REPLACE

THE SLAB. THE CONTRACTOR SHALL VERIFY WITH

GOVERNMENT WHICH TYPE OF BROOM FINISH WHICH WILL BE

ACCEPTABLE.

3. DRYING OUT OF CONCRETE, ESPECIALLY DURING THE FIRST

24 HOURS, SHALL BE CAREFULLY GUARDED AGAINST. ALL

SURFACES SHALL BE MOIST AND CURED OR PROTECTED

USING A MEMBRANE CURING AGENT APPLIED AS SOON AS

FORMS ARE REMOVED. IF MEMBRANE CURING AGENT IS USED,

EXERCISE CARE NOT TO DAMAGE SURFACE.

STRUCTURAL STEEL

1. ALL STRUCTURAL STEEL WORK SHALL COMPLY WITH THESE

DRAWINGS INCLUDING THE LATEST ADOPTED APPROVED

EDITIONS OF THE FOLLOWING CODES:

1.1. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

1.2. AMERICAN WELDING SOCIETY (AWS)

1.3. AMERICAN INSTITUTE FOR STEEL CONSTRUCTION (AISC)

2. STRUCTURAL STEEL FRAMING SHALL BE TRUE AND PLUMB

BEFORE CONNECTIONS ARE FINAL FOR BOLTING OR WELDING.

3. PROVIDE TEMPORARY ERECTION BRACING AND SUPPORTS TO

HOLD STRUCTURAL STEEL FRAMING SECURELY IN POSITION.

SUCH TEMPORARY BRACING AND SUPPORTS SHALL NOT BE

REMOVED UNTIL PERMANENT BRACING OR STABILIZING

ELEMENTS HAVE BEEN INSTALLED.

4. WELD SHALL DEVELOP THE FULL STRENGTH OF THE

MATERIAL BEING WELDED, UNLESS NOTED OTHERWISE,

EXCEPT THAT FILLET WELD SHALL BE A MINIMUM OF 3/16”.

5. WELDING OF REINFORCING STEEL IS SPECIFICALLY

PROHIBITED.

SITE NOTES

1. THE CONTRACTOR'S WORK SHALL COMPLY WITH ALL

APPLICABLE CODES, ORDINANCES, AND REGULATIONS OF

FEDERAL, STATE, COUNTY, CITY, LOCAL AND OSHA

STANDARDS, APPROVED DRAWINGS AND PROJECT WORK

SPECIFICATIONS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY

AT ALL TIMES, MEANS AND METHODS OF CONSTRUCTION.

3. IF THE CONTRACTOR, IN THE COURSE OF THE WORK, FINDS

ANY DISCREPANCIES BETWEEN THE PLANS AND THE

PHYSICAL CONDITIONS OF THE LOCALITY, OR ANY ERRORS

OR OMISSIONS IN THE PLANS OR IN THE LAYOUT AS GIVEN BY

THE GOVERNMENT, IT SHALL BE THEIR DUTY TO IMMEDIATELY

INFORM THE GOVERNMENT, IN WRITING, AND THE

GOVERNMENT WILL PROMPTLY VERIFY THE SAME. ANY WORK

DONE AFTER SUCH A DISCOVERY, UNTIL AUTHORIZED, SHALL

BE AT THE CONTRACTOR'S RISK.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF

ALL SETBACKS, EASEMENTS, AND DIMENSIONS SHOWN

HEREON BEFORE BEGINNING CONSTRUCTION.

5. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO

THAT WORKMEN AND PUBLIC SHALL BE PROTECTED FROM

INJURY, AND ADJOINING PROPERTY PROTECTED FROM

DAMAGE.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING

EXISTING ITEMS DAMAGED DURING

CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE,

UTILITIES, PAVEMENT, STRIPING, CURB, ETC. DAMAGES SHALL

BE REPORTED TO GOVERNMENT PRIOR TO REPAIR. REPAIRS

SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS.

7. ALL INDICATED ELEVATIONS ARE FINISHED ELEVATIONS

UNLESS OTHERWISE INDICATED ON THE PLAN.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION AND

REPLACEMENT OF ALL PROPERTY CORNERS, TEMPORARY

BENCHMARKS, OR MONUMENTS. DAMAGES MADE BY

CONTRACTOR SHALL BE REPLACED BY A REGISTERED

PROFESSIONAL LAND SURVEYOR AT CONTRACTOR'S

EXPENSE.

EARTHWORK & GRADING NOTES

1. THE CONTRACTOR'S WORK SHALL COMPLY WITH ALL

APPLICABLE CODES, ORDINANCES, AND REGULATIONS OF

FEDERAL, STATE, COUNTY, CITY, LOCAL AND OSHA

STANDARDS, APPROVED DRAWINGS AND PROJECT WORK

SPECIFICATIONS.

2. EARTHWORK SHALL BE PER GEOTECHNICAL ENGINEERING

REPORT UNLESS OTHERWISE NOTED.

3. EXCAVATION SHALL BE PERFORMED AT SPECIFIED

LOCATIONS AS REQUIRED PER APPROVED DRAWINGS. CARE

SHALL BE TAKEN NOT TO EXCAVATE BELOW THE BOTTOM

LEVEL OF FOOTINGS. ALL FOOTINGS SHALL BE PLACED ON

UNDISTURBED NATURAL EARTH OR ON PREPARED

SUBGRADE.

4. THE CONTRACTOR SHALL NOTIFY GOVERNMENT IN WRITING

FOR ANY POTENTIAL TRENCHING DEVIATION FROM APPROVED

PLANS OR EXCAVATING PROBLEMS PRIOR TO START OF

CONSTRUCTION. NEGLIGENCE SHALL NOT CONSTITUTE A

CHANGE ORDER.

5. ANY MATERIALS USED FOR BACKFILL SHALL BE CLEAN AND

FREE OF ALL DEBRIS (WOOD SCRAPS, WELDING ROD, PIPE

SCRAPS, OR OTHER DELETERIOUS SUBSTANCES). NO LUMPS

OR ROCK LARGER THAN 4 INCHES IN DIAMETER ARE ALLOWED

WITHIN TWELVE (12) INCHES OF ANY FOUNDATION.

6. ALL BACKFILL UNDER FOUNDATIONS AND SLABS SHALL BE

COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR AT

THE OPTIMUM MOISTURE CONTENT. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR ALL COST OF OBTAINING A

COMPACTION REPORT AND SUBMITTING THE RESULT TO THE

GOVERNMENT UNLESS OTHERWISE NOTED.

7. ALL TRENCHES FOR PIPES SHALL HAVE A MINIMUM COVER OF

EIGHTEEN (18) INCHES ABOVE THE TOP OF PIPE (OR SLEEVE)

FROM FINISH GRADE. A MINIMUM OF TWELVE (12) INCHES OF

SAND SHALL BE PROVIDED BELOW THE PIPE AND SIX (6)

INCHES ABOVE THE PIPE UNLESS OTHERWISE NOTED.

8. ALL TRENCHES FOR ELECTRICAL CONDUITS SHALL HAVE A

MINIMUM COVER OF TWENTY-FOUR (24) INCHES ABOVE THE

TOP OF CONDUIT FROM FINISH GRADE. BACKFILL SHALL BE

CLEAN NATURAL SOIL UNLESS OTHERWISE SPECIFIED.

9. EXPANSIVE SOILS SHALL REQUIRE THAT ELECTRICAL

CONDUIT(S) TRENCHES BE FILLED WITH SAND A MINIMUM SIX

(6) INCHES ABOVE THE TOP OF CONDUIT.

10. SLURRY BACKFILL MAY BE USED AT THE CONTRACTOR'S

EXPENSE INSTEAD OF SOIL FOR BACKFILL TO EXPEDITE

COMPLETION OF TRENCHES WITH GOVERNMENT'S PRIOR

WRITTEN APPROVAL.

11. THE CONTRACTOR SHALL PROTECT OPEN TRENCHES OR

EXCAVATIONS FROM WATER RUN OFF OR RAIN. THE

CONTRACTOR SHALL ANTICIPATE AND BE PREPARED TO

AVOID ANY DELAYS DUE TO WATER INFILTRATION OR RAIN

12. THE CONTRACTOR SHALL LEGALLY DISPOSE OF ALL

CONTAMINATED SOILS, HAZARDOUS WASTE, AND / OR OTHER

MATERIALS TO AN APPROVED WASTE SITE AT THEIR OWN

EXPENSE. THE CONTRACTOR SHALL COMPLY WITH ALL

FEDERAL, STATE, AND LOCAL RULES, REGULATIONS, AND

REQUIREMENTS AND SHALL BE RESPONSIBLE FOR THE

HAZARDOUS WASTE MANIFEST SHIPPING FROM THE POINT OF

GENERATION, THROUGH TRANSPORTATION, TO THE FINAL

APPROVED TREATMENT, STORAGE, AND DISPOSAL FACILITY.

13. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB,

CENTER OR END OF STRIPE, FACE OF BUILDING, OR EDGE OF

PAVEMENT, UNLESS OTHERWISE NOTED.

14. ALL EARTHWORK AND BASE COURSE FOR THE PARKING

AREA(S) SHALL BE COMPACTED TO A MINIMUM OF 95%

MODIFIED PROCTOR COMPACTION TESTING UNLESS

OTHERWISE NOTED. CERTIFICATION OF SAID COMPACTION

SHALL BE SUBMITTED BY THE CONTRACTOR TO THE

GOVERNMENT PRIOR TO THE PLACEMENT OF THE BASE

COURSE MATERIAL.

15. IF AREAS ARE DISTURBED BEYOND PROPOSED GRADES BY

NEGLIGENCE OF THE CONTRACTOR, THE CONTRACTOR SHALL

BE HELD RESPONSIBLE FOR ANY RE-GRADING OR REPAIR TO

MATCH ORIGINAL EXISTING CONDITIONS.

16. THE PAVEMENT SUBGRADE AND BASE COURSE MATERIAL

SHALL BE INSPECTED AND APPROVED BY THE GOVERNMENT

REPRESENTATIVE PRIOR TO CONSTRUCTING THE BASE AND

SURFACE COURSES THEREON.

17. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE TO ALL

INLETS AND CATCH BASINS. AREAS OF SURFACE PONDING

SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL

EXPENSE TO THE GOVERNMENT.

18. MAINTAIN PROPER SITE DRAINAGE AT ALL TIMES DURING THE

COURSE OF CONSTRUCTION, AND PREVENT STORM WATER

FROM RUNNING INTO OR STANDING IN EXCAVATED AREAS.

19. SPREAD AND COMPACT UNIFORMLY TO THE DEGREE

SPECIFIED ALL EXCESS TRENCH SPOIL AFTER COMPLETION

OF THE UNDERGROUND IMPROVEMENTS. EARTHWORK

CONTRACTOR SHALL MAKE APPROPRIATE ADJUSTMENTS IN

ROUGH GRADING TO ACCOMMODATE TRENCH SPOIL.

20. PROVIDE WATER TO ADD TO DRY MATERIAL IN ORDER TO

ADJUST THE MOISTURE CONTENT FOR THE PURPOSE OF

ACHIEVING THE SPECIFIED COMPACTION.

21. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE

GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL,

AND OTHER DELETERIOUS MATERIAL.

22. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO

BE PLACED, IT SHALL BE CLEARED, KEYED, AND BENCHED

INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION

SHALL BE APPROVED BY THE GOVERNMENT PRIOR TO

PLACEMENT OF FILL MATERIAL.

23. DURING ROUGH GRADING OPERATIONS AND PRIOR TO

CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES

TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO

PREVENT PONDING WATER AND DAMAGE TO ADJACENT

PROPERTIES.

24. DUST SHALL BE CONTROLLED BY WATER OR OTHER

APPROVED METHODS.

25. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE

SHALL CONTINUE TO FUNCTION, ESPECIALLY DURING STORM

CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY

DRAINAGE PROVISIONS SHALL BE USED TO PROTECT

ADJOINING PROPERTIES DURING GRADING OPERATIONS.

26. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER

COURSES SHALL BE PERMITTED.

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G-004

EARTHWORK & GRADING NOTES

(CONTINUED)

27. ALL EXISTING STRUCTURES, FENCING AND TREES WITHIN

CONSTRUCTION AREA, UNLESS NOTED OTHERWISE TO

REMAIN, SHALL BE REMOVED AND DISPOSED LEGALLY OF

OFF-SITE.

28. SITE GRADING ACTIVITIES SHALL NOT COMMENCE UNTIL

EROSION CONTROL MEASURES HAVE BEEN INSTALLED.

29. DUST CONTROL SHALL BE ACCOMPLISHED BY WATERING

DRY, EXPOSED AREAS ON A REGULAR BASIS. SPRAYING OF

PETROLEUM BASED OR TOXIC LIQUIDS FOR THIS PURPOSE IS

PROHIBITED. THE CONTRACTOR SHALL COMPLY WITH ALL

GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL

PROTECTION.

30. ALL CUT OR FILL SLOPES SHALL BE 4:1 MAXIMUM UNLESS

OTHERWISE NOTED.

31. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL

SLOPES, 3:1 OR STEEPER. ANY AREAS DISTURBED FOR ANY

REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE

CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST

TO THE GOVERNMENT.

32. CONTRACTOR SHALL ADJUST GRADES ADJACENT TO

EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH

FIT AND CONTINUOUS GRADE.

33. ALL SLOPES ON SIDEWALKS ADJACENT TO BUILDINGS SHALL

BE AT ¼” PER FOOT MAX DOWN TO THE TOP OF CONCRETE

CURB.

34. ALL SLOPES WITHIN ACCESSIBLE PARKING SPACES AND

ADJACENT MANEUVERING AREAS SHALL BE A MAXIMUM OF

2% SLOPE IN ALL DIRECTIONS.

35. ALL SLOPES ON SIDEWALKS SHALL BE A MAXIMUM OF 2%

CROSS SLOPE AND 5% IN THE DIRECTION OF TRAVEL.

36. GRADING LIMITS ARE FOR REFERENCE PURPOSES ONLY AND

SHALL NOT BE USED FOR CONSTRUCTION STAKING. ALL

GRADING ACTIVITIES SHALL BE CONDUCTED WITHIN THE

PROPERTY BOUNDARY UNLESS OTHERWISE NOTED.

EROSION & SEDIMENT CONTROL NOTES

1. THE CONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE

CODES, ORDINANCES, AND REGULATIONS OF FEDERAL, STATE,

COUNTY, CITY, LOCAL AND OSHA STANDARDS, APPROVED

DRAWINGS AND PROJECT WORK SPECIFICATIONS.

2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE

MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON.

NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND

STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID

CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS

IMMINENT.

3. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH

STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF

THE STORM WATER POLLUTION PREVENTION PLAN (SWPP) AND

THE RESPECTIVE STATES CONSTRUCTION GENERAL PERMIT AND

BECOME FAMILIAR WITH ITS CONTENTS.

4. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES

AS REQUIRED BY THE SWPP. ADDITIONAL BEST MANAGEMENT

PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS

AT NO ADDITIONAL COST TO GOVERNMENT THROUGHOUT ALL

PHASES OF CONSTRUCTION.

5. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL

CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR

MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL

IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE

PERMITTING AGENCY OR GOVERNMENT.

6. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE

WATERS OR REGULATED WETLANDS SHALL BE MAINTAINED ON

SITE AT ALL TIMES.

7. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM

EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT.

8. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY

PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE

EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE

PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES,

OFFICE TRAILERS, AND TOILET FACILITIES.

9. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING,

EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY

TREATED OR DISPOSED.

10. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND

FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY

AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS

AND LEAKS.

11. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR

OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST

SUPPRESSION OPERATIONS IS PROHIBITED.

12. RUBBISH, TRASH, GARBAGE, UTTER, OR OTHER SUCH MATERIALS

SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS

SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH

THE ACTION OF WIND OR STORM WATER DISCHARGE INTO

DRAINAGE DITCHES OR WATERS OF THE STATE.

13. ALL STORM WATER POLLUTION PREVENTION MEASURES

PRESENTED ON THIS PLAN SHALL BE INITIATED AS SOON AS

PRACTICABLE.

14. ANY DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION

ACTIVITY HAS STOPPED FOR AT LEAST 14 DAYS, SHALL BE

TEMPORARILY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER

THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY

OCCURRING IN THESE AREAS.

15. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION

ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY

SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 7 DAYS

AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE

AREAS. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PL.AN.

16. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL

CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THE

MAJORITY OF DIRT OR MUD, THEN THE TIRES SHALL BE WASHED

BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS

USED, PROVISIONS SHALL BE MADE TO INTERCEPT THE WASH

WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE

SITE.

17. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM

VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS SHALL BE

REMOVED IMMEDIATELY.

18. CONTRACTORS OR SUBCONTRACTORS SHALL BE RESPONSIBLE FOR

REMOVING SEDIMENT IN THE DETENTION/RETENTION POND AND

ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM

WATER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE

STABILIZATION OF THE SITE.

19. ON-SITE & OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE

PROTECTED FROM EROSION AND SEDIMENTATION THROUGH

IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE

AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE

MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT

REQUIREMENTS.

20. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE

GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION.

SLOPES LEFT EXPOSED SHALL, WITHIN 14 CALENDAR DAYS OF

COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR

OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT

GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO

RESTRAIN EROSION.

21. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE

PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR

ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES,

GRAVEL BAG BARRIERS, ETC.) TO PREVENT EROSION.

22. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH

WORKING DAY, INCLUDING BACKFILLING OF TRENCHES FOR

UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR

BITUMINOUS PAVING FOR ROAD CONSTRUCTION.

23. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL

APPROVAL TO DO SO HAS BEEN PROVIDED BY THE GOVERNMENT.

THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO THE

APPROVED SWPP DRAWINGS DURING CONSTRUCTION

OPERATIONS.

24. CONTRACTOR SHALL PREVENT ANY SILTATION FROM ENTERING

THE STORM DRAIN SYSTEM. ALL INLETS & INLET OPENINGS SHALL

BE FULLY ENCIRCLED WITH SILT FENCE DURING AND AFTER

CONSTRUCTION OF INLET

25. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL EROSION

CONTROL MEASURES HAVE BEEN INSTALLED.

26. MAINTAIN EROSION CONTROL MEASURES AFTER EACH RAIN AND

AT LEAST ONCE A WEEK.

27. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE, AS THE

CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO

PREVENT SOIL SEDIMENT FROM LEAVING THE SITE.

28. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL

BE INSTALLED IF DEEMED NECESSARY BY ON-SITE INSPECTION.

29. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE

INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL

BE COVERED WITH FILTER FABRIC.

30. ALL EXPOSED AREAS SHALL BE SEEDED AS SPECIFIED WITHIN 7

DAYS OF FINAL GRADING. SHOULD CONSTRUCTION STOP FOR

LONGER THAN 14 DAYS, THE SITE SHALL BE SEEDED AS SPECIFIED.

31. CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS

NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION.

32. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE

LOCATIONS OF OFF-SITE MATERIAL, WASTE, BORROW, FILL, OR

EQUIPMENT STORAGE AREAS ON THIS SITE MAP AND ENSURING

THAT EACH LOCATION HAS THE NECESSARY PERMITS IF NOT

COVERED UNDER THE GENERAL PERMIT FOR THIS PROJECT. THE

SITE MAP SHALL BE REVISED AND DATED IF THESE LOCATIONS

CHANGE.

33. THE STORM WATER POLLUTION PREVENTION PLAN IS COMPRISED

OF THIS DRAWING (SITE MAP), THE STANDARD DETAILS, THE PLAN

NARRATIVE, ATTACHMENTS INCLUDED IN THE SWPP, PLUS THE

PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED

DOCUMENTS.

34. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY

PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE

EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE

PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES,

OFFICE TRAILERS, AND TOILET FACILITIES.

35. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING,

EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY

TREATED OR LEGALLY DISPOSED.

36. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND

FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY

AVAILABLE TO CONTAIN AND CLEANUP FUEL OR CHEMICAL SPILLS

OR LEAKS.

37. DUST ON THE SITE SHALL BE CONTROLLED BY SPRAYING WATER

ON DRY AREAS OF THE SITE, THE USE OF MOTOR OILS AND OTHER

PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION

OPERATIONS IS PROHIBITED.

38. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS

SHALL BE DEPOSITED INTO SEALED CONTAINERS, MATERIALS

SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH

THE ACTION OF WIND OR STORM WATER DISCHARGE INTO

DRAINAGE DITCHES OR WATERS OF THE STATE.

39. ALL STORM WATER POLLUTION PREVENTION MEASURES

PRESENTED ON THIS PLAN, AND IN THE STORM WATER POLLUTION

PREVENTION PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE.

40. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION

ACTIVITY HAS STOPPED FOR AT LEAST 21 DAYS SHALL BE

TEMPORARILY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER

THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY

OCCURRING IN THESE AREAS.

41. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL

CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THE

MAJORITY OF DIRT OR MUD, THEN THE TIRES SHALL BE WASHED

BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS

USED, PROVISIONS SHALL BE MADE TO INTERCEPT THE WASH

WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE

SITE.

42. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM

VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS SHALL BE

REMOVED IMMEDIATELY.

43. CONTRACTORS OR SUBCONTRACTORS SHALL BE RESPONSIBLE FOR

REMOVING SEDIMENT IN THE DETENTION POND AND ANY

SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER

DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION

OF THE SITE.

44. ON-SITE & OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE

PROTECTED FROM EROSION AND SEDIMENTATION THROUGH

IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE

AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE

MAP AND PERMITTED IN

45. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE

GRADING PHASE TO REDUCE RUN OFF VELOCITIES AND EROSION.

46. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE

PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR

ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES,

STRAW BALES, ETC.) TO PREVENT EROSION.

47. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH

WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR

UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR

BITUMINOUS PAVING FOR ROAD CONSTRUCTION.

STORM WATER POLLUTION PREVENTION SYSTEM INSPECTIONS

AND MAINTENANCE

1. BETWEEN THE TIME THIS SWPPP IS IMPLEMENTED AND FINAL

SITE STABILIZATION IS ACHIEVED, ALL DISTURBED AREAS

AND POLLUTANT CONTROLS SHALL BE INSPECTED AT LEAST

ONCE EVERY FOURTEEN CALENDAR DAYS AND WITHIN 24

HOURS FOLLOWING A RAINFALL OF 0.5 INCHES OR GREATER.

2. THE PURPOSE OF SITE INSPECTIONS IS TO ASSESS

PERFORMANCE OF POLLUTANT CONTROLS. THE

INSPECTIONS SHALL BE CONDUCTED BY THE GENERAL

CONTRACTOR'S DESIGNATED REPRESENTATIVE. BASED ON

THESE INSPECTIONS, THE GENERAL CONTRACTOR SHALL

DECIDE WHETHER IT IS NECESSARY TO MODIFY THIS SWPPP,

ADD OR RELOCATE SEDIMENT BARRIERS, OR WHATEVER

ELSE MAY BE NEEDED IN ORDER TO PREVENT POLLUTANTS

FROM LEAVING THE SITE VIA STORM WATER RUNOFF. THE

GENERAL CONTRACTOR HAS THE DUTY TO CAUSE

POLLUTANT CONTROL MEASURES TO BE REPAIRED,

MODIFIED, MAINTAINED, SUPPLEMENTED, OR WHATEVER

ELSE IS NECESSARY IN ORDER TO ACHIEVE EFFECTIVE

POLLUTANT CONTROL

3. DURING EACH INSPECTION THE INSPECTOR SHALL EVALUATE

OVERALL POLLUTANT CONTROL SYSTEM PERFORMANCE AS

WELL AS PARTICULAR DETAILS OF INDIVIDUAL SYSTEM

COMPONENTS. ADDITIONAL FACTORS SHOULD BE

CONSIDERED AS APPROPRIATE TO THE CIRCUMSTANCES.

4. LOCATIONS WHERE VEHICLES ENTER AND EXIT THE SITE

SHALL BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT

TRAC…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Apr 22, 2022.