B08_140FGA24R0008_Att_2_Pipeline__Record_Drawings.pdf

NAME

G1 COVER SHEET AND SHEET INDEX

SHT

NO.

G2 GENERAL NOTES, SPECIFICATION, DESIGN CRITERIA

G3

GLOBAL ENGINEERING SERVICES

Design/Build Contractor:

FISH AND WILDLIFE SERVICE

Sheet Index

PAHRANAGAT NATIONAL WILDLIFE REFUGE

UNITED STATES DEPARTMENT OF THE INTERIOR

SHEET INDEX

D2 DETAILS

N

PP-5

D1 DETAILS

PP-1 PLAN SHEETS STA 10+00 TO STA 41+00

WATER CONSERVATION DELIVERY SYSTEM PROJECT

PLAN SHEETS STA 134+00 TO STA 165+00

JACKSON ENGINEERING

Design Engineer:

PP-6 PLAN SHEETS STA 165+00 TO STA 196+00

PP-7 PLAN SHEETS STA 196+00 TO STA 204+63

PP-2 PLAN SHEETS STA 41+00 TO STA 72+00

PP-3 PLAN SHEETS STA 72+00 TO STA 103+00

PP-4 PLAN SHEETS STA 103+00 TO STA 134+00

PAGE

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RECORD DRAWINGS

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FISH AND WILDLIFE SERVICE

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SUBMITTED BY REGIONAL ENGINEER

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PROGRAMMATIC REVIEW

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REVIEWED FOR ADA COMPLIANCE

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REVIEWED FOR ENVIRONMENTAL COMPLIANCE

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CERTIFIED 10 CFR 435 COMPLIANCE (ENERGY)

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SUBMITTED BY PROJECT MANAGER

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DATE

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REV.

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DRAWING NO.

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DRAWN

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DATE

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SURVEYED

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DESIGNED

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PORTLAND, OREGON

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CHECKED

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UNITED STATES DEPARTMENT OF THE INTERIOR

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REGIONS 1, 7 & 8 OFFICE OF ENGINEERING

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DESCRIPTION

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BY

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REVIEWED FOR SAFETY COMPLIANCE

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FISH AND WILDLIFE SERVICE

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SUBMITTED BY REGIONAL ENGINEER

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PROGRAMMATIC REVIEW

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REVIEWED FOR ADA COMPLIANCE

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REVIEWED FOR ENVIRONMENTAL COMPLIANCE

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CERTIFIED 10 CFR 435 COMPLIANCE (ENERGY)

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SUBMITTED BY PROJECT MANAGER

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DATE

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REV.

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DRAWING NO.

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DRAWN

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DATE

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SURVEYED

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DESIGNED

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PORTLAND, OREGON

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CHECKED

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UNITED STATES DEPARTMENT OF THE INTERIOR

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REGIONS 1, 7 & 8 OFFICE OF ENGINEERING

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DESCRIPTION

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BY

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REVIEWED FOR SAFETY COMPLIANCE

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PAHRANAGAT NWR

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PAHRANAGAT PIPELINE

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COVER SHEET & INDEX SHEET

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JDH

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SP

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SJL

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LINCOLN COUNTY

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NEVADA

AutoCAD SHX Text THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS THAT MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT OF INCORRECT INFORMATION PROVIDED TO THE ENGINEER. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY.

zspruell Text Box

THIS DRAWING PACKAGE IS FOR REFERENCE ONLY. NOT FOR CONSTRUCTION.

THIS DRAWING PACKAGE REPRESENTS PREVIOUS PROJECT WORK PERFORMED AT THE REFUGE.

GENERAL NOTES, SPECIFICATION

1. GENERAL CONSTRUCTION REQUIREMENTS

A.CONTRACTOR SHALL PROVIDE SUPERVISION, LABOR, MATERIALS, EQUIPMENT,

TOOLS, CONSTRUCTION EQUIPMENT AND MACHINERY, INSPECTION, TESTING,

START-UP, WATER, HEAT, UTILITIES, TRANSPORTATION, AND OTHER FACILITIES AND

SERVICES NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK,

WHETHER TEMPORARY OR PERMANENT AND WHETHER OR NOT INCORPORATED

OR TO BE INCORPORATED IN THE WORK.

B. SECURITY: EFFECTIVELY SECURE THE WORK SITE, STAGING AREAS, AND

MATERIALS STORAGE AREAS.

C.DILIGENCE: PERFORM ALL CONSTRUCTION ACTIVITIES EFFICIENTLY AND WITH THE

REQUISITE EXPERTISE, SKILL, AND COMPETENCE TO SATISFY THE REQUIREMENTS

OF THE CONTRACT DOCUMENTS. CONTRACTOR SHALL AT ALL TIMES EXERCISE

COMPLETE AND EXCLUSIVE CONTROL OVER THE MEANS, METHODS, SEQUENCES,

AND TECHNIQUES OF CONSTRUCTION.

D.SUPERVISION: ANY TIME ONSITE WORK IS UNDERWAY, PROVIDE AN ONSITE

PROJECT MANAGER OR PROJECT SUPERINTENDENT WHO HAS A GOOD WORKING

KNOWLEDGE OF THE PROJECT WORK.

E. SUBCONTRACTORS: UTILIZE GENERAL CONTRACTORS AND SPECIALTY

SUBCONTRACTORS WHO ARE DULY LICENSED AND WELL QUALIFIED TO PERFORM

THE WORK CONSISTENT WITH THE CONTRACT DOCUMENTS; GOVERNMENT MAY

REASONABLY OBJECT TO CONTRACTOR'S PROPOSED SELECTION OF WORKERS

AND BUSINESS ENTITIES.

F. OTHER CONTRACTORS: COORDINATE AND COOPERATE WITH ANY OTHER

CONTRACTORS WORKING AT THE PROJECT SITE.

G.USFWS OPERATIONS: SCHEDULE AND COORDINATE CONSTRUCTION ACTIVITIES SO

AS NOT TO UNDULY IMPACT ONGOING REFUGE / HATCHERY OPERATIONS; USFWS

OPERATIONS HAVE PRECEDENCE OVER THE CONSTRUCTION ACTIVITIES.

2. CONSTRUCTION SAFETY

A.THE CONTRACTOR SHALL HAVE THE ULTIMATE RESPONSIBILITY FOR HEALTH AND

SAFETY ON THE PROJECT SITE AT ALL TIMES, FROM ISSUANCE OF THE NOTICE TO

PROCEED UNTIL FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE

CONTRACTING OFFICER.

B. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL ONSITE ACTIVITIES,

EQUIPMENT, AND FACILITIES CONSTRUCTED BY THE CONTRACTOR, SUBCONTRACTOR, OR

SUPPLIER CONFORM FULLY TO THE STANDARDS OF THE DEPARTMENT OF LABOR,

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) 29 CFR 1926 AND 1910; AND

DOI AND USFWS POLICIES.

C. COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS. IN

THE EVENT WHERE ANY SAFETY STANDARD REFERENCED HEREIN CONFLICTS WITH

ANOTHER, THE MORE STRINGENT SHALL GOVERN.

D. INITIATE AND MAINTAIN, THROUGHOUT THE PERFORMANCE OF THIS CONTRACT, AN

EFFECTIVE HEALTH AND SAFETY PROGRAM THAT PROVIDES ADEQUATE POLICIES,

PROCEDURES, AND PRACTICES TO PROTECT WORKERS FROM (AND ALLOW THEM TO

RECOGNIZE) JOB-RELATED HEALTH AND SAFETY HAZARDS.

1) THE PROGRAM SHALL INCLUDE PROVISIONS FOR THE IDENTIFICATION,

EVALUATION, PREVENTION AND CONTROL OF GENERAL WORK SITE HAZARDS,

SPECIFIC JOB HAZARDS, AND POTENTIAL HAZARDS THAT MAY ARISE FROM

FORESEEABLE CONSTRUCTION METHODS AND CONDITIONS, AS WELL AS

PROVIDING A COMPETENT PERSON TO CONDUCT FREQUENT AND REGULAR

INSPECTIONS.

2)EACH EMPLOYEE (CONTRACTOR OR SUBCONTRACTOR) MUST BE INSTRUCTED

IN THE RECOGNITION AND AVOIDANCE OF UNSAFE CONDITIONS AND THE

REGULATIONS APPLICABLE TO THE WORK ENVIRONMENT.

E.PROVIDE BARRICADES AND WARNING DEVICES AS NECESSARY TO SAFEGUARD THE

PUBLIC, WORKERS, AND GOVERNMENT PERSONNEL. WHERE PROJECT WORK

AFFECTS PUBLIC ROADS, PROVIDE SIGNAGE IN ACCORDANCE WITH THE CURRENT

EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS

PUBLISHED BY THE US DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY

ADMINISTRATION.

F. ROLLOVER PROTECTION AND SEAT BELTS: IN ADDITION TO THE SAFETY AND

HEALTH REQUIREMENTS OF CLAUSE FEDERAL ACQUISITION REGULATION (FAR)

52.236-13 OF PART 2, SECTION I OF THIS CONTRACT, ROLLOVER PROTECTION AND

SEAT BELTS REQUIRED BY 29CFR 1926 (OSHA) SHALL BE EXTENDED TO INCLUDE

EQUIPMENT REGARDLESS OF THE YEAR OF MANUFACTURER.+

3. COMPLIANCE DOCUMENTATION

A. THE CONTRACTOR SHALL (DURING NORMAL WORKING HOURS THROUGHOUT THE DURATION OF

THE CONTRACT) PROMPTLY FURNISH INFORMATION, AND PROVIDE REASONABLE FACILITIES &

ACCESS FOR OBTAINING INFORMATION RESPECTING: THE CHARACTER OF THE MATERIALS,

CONDITION OF THE WORK-IN-PROGRESS, NUMBER OF WORKERS EMPLOYED, THEIR PAY RATE,

TIME WORKED, INSPECTION REPORTS AND TEST RESULTS FROM SAMPLING AND TESTING

LABORATORIES, AND SIMILAR INFORMATION.

4. CONSTRUCTION QUALITY CONTROL (CQC)

A.DESIGNATE IN WRITING A SINGLE PERSON TO OVERSEE AND MANAGE ON SITE

QUALITY CONTROL ACTIVITIES.

B. THE CONTRACTOR IS RESPONSIBLE FOR QUALITY CONTROL OF ALL PROJECT

WORK INCLUDING ANY SUB-CONTRACTED WORK, AND TO SUBMIT THOROUGH

DOCUMENTATION THAT WORK FULLY COMPLIES WITH THE CONSTRUCTION

DOCUMENTS AND PROJECT PERMITS.

C.QUALITY CONTROL PROCESSES INCLUDE BUT ARE NOT LIMITED TO PROACTIVELY:

1) EXECUTING THE PROJECT CONSTRUCTION QUALITY CONTROL PLAN.

2)ENSURING COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS AND PROJECT

PERMITS.

3) MANAGING SPECIALTY SUBCONTRACTORS

4)REVIEWING AND PROCESSING SAMPLES, MOCK UPS, SHOP DRAWINGS, AND

OTHER CONSTRUCTION SUBMITTALS.

5) ENSURING THAT THE WORKERS HAVE THE APPROPRIATE EXPERTISE AND

PROPER EQUIPMENT TO PERFORM THE WORK.

6)EFFECTIVELY UTILIZING THIRD-PARTY SAMPLING & TESTING SERVICES

(TYPICALLY FOR EARTHWORK GRADATION, COMPACTION, CONCRETE &

ASPHALT TESTING, WELDING, PILE DRIVING, AND OTHER SPECIALTY

INSPECTIONS).

7) INITIALIZE TIMELY REVIEWS AND CORRECTIVE ACTIONS TO SUBSTRATES PRIOR

TO PROCEEDING WITH SUBSEQUENT WORK.

8) TIMELY INVOLVEMENT OF INDUSTRY SPECIALISTS SUCH AS MANUFACTURER

REPRESENTATIVES.

9) MANAGING SYSTEM COMMISSIONING.

10) TRAINING USFWS PERSONNEL IN SYSTEM OPERATION & MAINTENANCE.

11) PROVIDING TIMELY QUALITY CONTROL DOCUMENTATION.

12) TIMELY INVOLVEMENT OF LOCAL AUTHORITIES HAVING JURISDICTION.

D.THIRD-PARTY SAMPLING & TESTING: ON PROJECTS THAT ENTAIL THIRD-PARTY

SAMPLING AND TESTING, THE CONTRACTOR SHALL PROVIDE AND PAY FOR THE

SERVICES OF AN INDEPENDENT CONSTRUCTION MATERIALS TESTING LABORATORY

ACCREDITED BY AN ACCEPTABLE LABORATORY ACCREDITATION AUTHORITY; OR

SIMILAR APPROVED CONSTRUCTION INSPECTION SPECIALTY CONSULTANTS.

E.FIELD-VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PERFORMING THE

WORK. NOTIFY THE COTR OF ANY CONFLICTS.

F. IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PRODUCT

MANUFACTURER'S WRITTEN INSTRUCTIONS AND STANDARDS.

G.IMPROVEMENTS SHALL BE CONSTRUCTED PLUMB, LEVEL, FLAT, EVEN, AND

SQUARE; EXCEPT EXPLICITLY APPROVED OTHERWISE TO MATCH EXISTING

CONDITIONS. EDGES OF ABUTTING WORK SHALL BE FLUSH AND EVEN. ANY SEAMS

IN FINISH WORK SHALL BE FLUSH, FLAT, AND SECURELY ADHERED.

H.FINISH WORK SHALL APPEAR FLAWLESS TO THE CASUAL OBSERVER AND SHALL BE

FREE OF READILY NOTICEABLE IMPERFECTIONS.

I. ALL TRADE WORK SHALL BE ALIGNED PARALLEL OR PERPENDICULAR WITH THE

SURROUNDING PRINCIPAL STRUCTURE LINES.

J. FASTENERS SHALL BE CONCEALED UNLESS SPECIFIED OTHERWISE. FASTENERS

SHALL BE ALIGNED IN NEAT ROWS AND EVENLY SPACED. FASTENERS SHALL BE

NON-RUSTING STAINLESS STEEL, OR AS OTHERWISE SPECIFIED. WHERE A SPECIFIC

FASTENER TYPE IS NOT INDICATED, PROVIDE FASTENERS THAT ARE WELL SUITED

TO THE APPLICATION.

K.PAINTED WORK (EACH COAT) SHALL APPEAR NEAT, UNIFORM IN COLOR AND

TEXTURE, WELL COVERED AND FREE OF RUNS, DRIPS, SAGS, AND OVER SPRAY.

L. WELDING SHALL BE PERFORMED BY LICENSED WELDERS AND IN COMPLIANCE WITH

AMERICAN WELDING SOCIETY RECOMMENDED PRACTICES, STRUCTURALLY SOUND,

AND SHALL BE NEAT IN APPEARANCE.

M.MOVING DEVICES SHALL OPERATE FREELY AND SMOOTHLY AND ALIGN TRUE.

N.ENCLOSED STRUCTURES SHALL BE WEATHER-TIGHT, SECURE, AND HIGHLY

RODENT RESISTANT.

O.MECHANICAL AND ELECTRICAL EQUIPMENT/SYSTEMS SHALL BE ADJUSTED TO

OPERATE SMOOTHLY WITH THE MANUFACTURER'S OPERATING PARAMETERS AND

BE REASONABLY FREE OF ODOR, VIBRATION, AND NOISE.

P.ELECTRICAL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE, OR

STATE CODE OF MORE STRINGENT, TO THE SATISFACTION OF THE LOCAL

AUTHORITY HAVING JURISDICTION.

Q.ELECTRICAL WORK SHALL BE PERFORMED BY STATE-LICENSED (BY THE STATE

WHERE THE PROJECT IS LOCATED) ELECTRICIANS WHO ARE LICENSED IN THE

CATEGORY OF ELECTRICAL BEING PERFORMED; PHOTO-VOLTAIC AND

TELECOMMUNICATIONS /DATA SYSTEMS INCLUDED.

R.INSTALL ELECTRICAL BOXES AND WIRING CONCEALED IN WALLS, FLOORS, AND

CEILINGS; EXCEPT NEAT SURFACE-MOUNT RACEWAY ALLOWED IN MECHANICAL

ROOMS, AND OTHER SPACES IF EXPLICITLY SO INDICATED.

S. WIRING SHALL BE COPPER CONDUCTORS, EXCEPT UTILITY-OWNED CONDUCTORS

MAY BE ALUMINUM.

T. TELECOMMUNICATION (INCLUDED TELEPHONE, DATA, RADIO, TV, SIMILAR) SYSTEMS

SHALL COMPLY WITH THE USFWS REGIONAL 1, 7 & REGION 8 TELECOMMUNICATION

STANDARDS.

5. ENVIRONMENTAL PROTECTION

A.GENERAL: COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL

ENVIRONMENTAL LAWS AND REGULATIONS. THIS CONDITION APPLIES TO, BUT IS

NOT LIMITED TO, LAWS AND REGULATIONS GOVERNING NOISE LEVELS, AIR AND

WATER QUALITY STANDARDS, EROSION CONTROL, SURFACE RUNOFF, AND

CULTURAL RESOURCES.

B.HAZARDOUS MATERIALS (IF APPLICABLE): PERFORM ANY HAZARDOUS MATERIALS

WORK IN STRICT ACCORDANCE WITH GOVERNING HAZARDOUS MATERIALS

REGULATIONS. IMMEDIATELY STOP WORK IF ANY UNIDENTIFIED HAZARDOUS

MATERIALS ARE ENCOUNTERED AND IMMEDIATELY NOTIFY THE INSPECTOR, COTR

OR CONTRACTING OFFICER. RESTRICT ACCESS TO THE AREA IN QUESTION.

HAZARDOUS MATERIALS (WHEN APPLICABLE):

1) PRIOR TO MOBILIZING ONTO THE SITE, THE CONSTRUCTION CONTRACTOR

SHALL SUBMIT A HAZARDOUS MATERIALS HANDLING & DISPOSAL PLAN. THE

PLAN SHALL:

2) BE PREPARED BY PERSONS WITH SPECIALIZED HAZARDOUS-MATERIALS

EDUCATION, TRAINING, AND EXPERIENCE. SUBMIT CURRENT COPIES OF

REQUIRED CERTIFICATIONS.

3) HAVE POSSESSION AND SUBMIT COPIES OF ANY PERMITS REQUIRED OR A

SCHEDULE OF WHEN ALL PERMITS WILL BE OBTAINED. IF THE PERMITS CANNOT

BE OBTAINED BY THE CONTRACTOR SUBMIT INFORMATION ON TYPE OF PERMIT

AND AGENCY TO CONTACT TO OBTAIN THE PERMIT.

4)DESCRIBE THE PROJECT-SPECIFIC WORK METHODS & SCHEDULE.

5) IDENTIFY THE INDEPENDENT THIRD-PARTY MONITORING AND TESTING FIRM

RESPONSIBLE TO MONITOR THE WORK IN PROGRESS.

6) DESCRIBE THE PROJECT-SPECIFIC MONITORING METHODS & SCHEDULE.

7) IDENTIFY ANY DISPOSAL FACILITIES BY NAME, LOCATION, AND INCLUDE A COPY

OF THEIR CURRENT OPERATING LICENSE.

C.CONCURRENT WITH ACTUAL HAZARDOUS-MATERIALS HANDLING, SUBMIT (EACH

WEEK) THE DAILY CONSTRUCTION REPORTS (PREPARED BY AN ACCREDITED

INDEPENDENT THIRD-PARTY HAZARDOUS MATERIAL SAMPLING & TESTING FIRM)

DETAILING THE:

1) LOCATION AND AMOUNT OF HAZARDOUS-MATERIAL WORK PERFORMED.

2) SAFETY MEASURES UTILIZED TO SAFEGUARD WORKERS AND THE

ENVIRONMENT.

3) DATE, TYPE, QUANTITY, PACKAGING, SHIPPER, AND DESTINATION OF ANY

HAZARDOUS MATERIAL TRANSPORTED OFF SITE.

4)RECEIPTS/WASTE MANIFESTS (INDICATING DATE, TYPE QUANTITY, PACKAGING,

AND SHIPPER) OF ANY HAZARDOUS MATERIALS RECEIVED BY A LICENSED

HAZARDOUS WASTE DISPOSAL FACILITY.

5) UPON COMPLETION OF THE WORK SUBMIT LABORATORY TEST RESULTS

INDICATING THAT THE WORK IS FREE OF REGULATED QUANTITIES OF

HAZARDOUS MATERIALS IN ACCORDANCE WITH REQUIREMENTS OF THE

HAZARDOUS MATERIAL(S) BEING ABATED.

A.EROSION & SPILLS: PROVIDE EFFECTIVE EROSION CONTROL AND SPILL

CONTAINMENT MEASURES AT THE EARLIEST FEASIBLE STAGE OF CONSTRUCTION,

AND REGULARLY INSPECT AND MAINTAIN THE IN EFFECTIVE WORKING ORDER.

PROMPTLY STOP WORK IN AREA(S) OF ANY INEFFECTIVE EROSION CONTROL / SPILL

CONTAINMENT MEASURES.

B. SPILL KIT: HAVE SUITABLE SPILL CONTAINMENT KITS READILY AVAILABLE TO THE

WORK SITE AND ENSURE THAT THE WORKERS ARE PROFICIENT USING THE KITS IN

A TIMELY MANNER.

C.UNSUITABLE EQUIPMENT: PROMPTLY REMOVE FROM SERVICE ANY EQUIPMENT

THAT IS NOT IN SOUND MECHANICAL CONDITION, OR THAT IS LEAKING FLUID

BEYOND WHAT CAN BE EFFECTIVELY MANAGED WITH ABSORBENT MATS.

D. VEGETABLE-BASED HYDRAULICS: UNLESS EXPLICITLY APPROVED OTHERWISE,

DEDICATED ONSITE EQUIPMENT OPERATING NEAR OR OVER WATER BODIES (OR

SENSITIVE HABITAT) SHALL BE EQUIPPED WITH VEGETABLE-BASE HYDRAULIC

FLUIDS. CONSIDER ALTERNATES SUCH AS PROPANE, ELECTRIC, OR AIR

PNEUMATICS.

E. TRANSIENT EQUIPMENT: UNLESS INDICATED OTHERWISE, TRANSIENT EQUIPMENT

(THAT IS FREE OF NOTICEABLE LEAKS) MAY UTILIZE CONVENTIONAL HYDRAULIC

FLUIDS; TYPICAL FOR TRUCKS IMPORTING OR EXPORTING MATERIALS AND

EQUIPMENT TO/FROM OFF-SITE SOURCES.

F. FUELING & MAINTENANCE: FUEL AND MAINTAIN EQUIPMENT WELL AWAY FROM

WATER BODIES AND SENSITIVE HABITAT.

G.PUMPS & GENERATORS: WHERE FEASIBLE, PUMPS AND GENERATORS OPERATING

OVER (OR IN CLOSE PROXIMITY TO) WATER BODIES OR SENSITIVE HABITAT SHALL

BE PROPANE-ELECTRIC.

H.CONCRETE: CLEAN OUT CONCRETE TRUCKS AT AN APPROVED OFF-SITE LOCATION

UNLESS EXPLICITLY APPROVED OTHERWISE.

I. DUST: UTILIZE EFFECTIVE MEANS TO PREVENT GENERATION OF WIND BORNE DUST

(TYPICALLY WATERING OR APPLICATION OF OTHER APPROVED DUST CONTROL

MEASURES) AND TO PREVENT SEDIMENT FROM LEAVING THE WORK SITE AND/OR

ENTERING STORM SEWERS AND WATER BODIES.

J. DAMAGE: PROTECT ADJACENT VEGETATION, PROPERTY, STRUCTURES, AND

IMPROVEMENTS FROM DAMAGE.

K.LOAD-LIMITS: HEAVY EQUIPMENT OPERATED ON USFWS ROADS AND PARKING

AREAS SHALL COMPLY WITH HIGHWAY-LEGAL LOAD LIMITS UNLESS EXPLICITLY

APPROVED OTHERWISE.

L. VEGETATION: CLEARING LIMITS AND WORKING LIMITS ARE AS SHOWN ON THE

DRAWINGS AND APPROVED IN THE FIELD. DO NOT REMOVE ANY TREES WITHOUT

PRIOR COR FIELD REVIEW AND APPROVAL. IF NO CLEARING LIMITS ARE INDICATED,

CONTACT THE COR FOR CLARIFICATION.

6. WORK LIMITS & CLEARING LIMITS

A.WORK LIMITS: UNLESS APPROVED OTHERWISE, CONFINE ALL CONSTRUCTION

EQUIPMENT AND DISTURBANCE WITH THE WORK LIMITS THAT TYPICALLY INCLUDE

OUT-TO-OUT TOP EDGE OF ACCESS ROADS, PARKING AREAS, AND STAGING AREAS;

AND NO MORE THAN 6 FEET BEYOND TOP-OF-CUT AND TOE-OF-FILL FOR

EARTHWORK; 15 FEET EACH SIDE OF UTILITY CENTERLINES, AND WITHIN 40 FEET OF

STRUCTURES ON WHICH WORK IS BEING PERFORMED.

B. CLEARING LIMITS: UNLESS APPROVED OTHERWISE, REMOVE ALL TREES, SHRUBS,

AND SIMILAR VEGETATIVE MATTER AND DELETERIOUS MATERIAL WITHIN 10 FEET

BEYOND THE FOOTPRINT OF THE WORK; OR AS SHOWN ON THE DRAWINGS.

7. CLEANUP

A.KEEP THE WORK SITE AND STAGING AREAS REASONABLY FREE FROM TRASH AND

CONSTRUCTION WASTE/DEBRIS.

B.UPON SUBSTANTIAL COMPLETION OF THE WORK, PROMPTLY REMOVE ANY DEBRIS,

MATERIALS, EQUIPMENT, AND TOOLS, TEMPORARY FACILITIES; AND RESTORE ANY

AREAS DISTURBED BY THE WORK TO THEIR PRECONSTRUCTION CONDITION.

C.TYPICALLY RAKE AND SEED (AND/OR HYDRO MULCH) ANY DISTURBED GROUND

AREAS.

D.POWER-WASH ANY SOILED ASPHALT AND CONCRETE AREAS.

E.RESTORE ANY ACCESS ROADS TO THEIR PRE-CONSTRUCTION CONDITION OR

BETTER; AS NECESSARY BLADE-AND-SHAPE ANY UNPAVED ROADS. THIS WORK MAY

ENTAIL WATERING, PROCESSING AND COMPACTING THE ROAD SURFACE AND

SIMILAR WORK.

8. CONSTRUCTION WASTE

A.MINIMIZE CREATION OF CONSTRUCTION, DECONSTRUCTION, AND DEMOLITION

WASTE.

B.MINIMIZE FACTORS THAT CONTRIBUTE TO WASTE SUCH AS OVER-PACKAGING,

IMPROPER STORAGE, ORDERING ERROR, POOR PLANNING, BREAKAGE,

MISHANDLING, AND CONTAMINATION.

C.DEVELOP A WASTE MANAGEMENT PLAN TO ENSURE ANY EXISTING OR NEW

MATERIALS/EQUIPMENT/SUBSTANCES ARE PROPERLY CHARACTERIZED, REUSED,

SALVAGED, RECYCLED, AND/OR DISPOSED OF.

1) ANY REGULATED QUANTITIES OF HAZARDOUS MATERIALS SHALL BE DISPOSED

OF AT DISPOSAL FACILITIES SPECIFICALLY LICENSED TO ACCEPT HAZARDOUS

WASTE. SEE ALSO HAZARDOUS MATERIAL REQUIREMENTS IN THE TECHNICAL

PROCEDURES SECTION OF THIS DOCUMENT

2)DIVERT AT LEAST 50 PERCENT OF THE TOTAL PROJECT WASTE FROM

LANDFILLS.

3) DISPOSE OF ANY MATERIALS (THAT NOT SALVAGED, REUSED, OR RECYCLED) IN

A LEGAL MANNER OFF-SITE, IN LICENSED DISPOSAL FACILITIES.

9. COMMISSIONING & TRAINING

A.PROVIDE INDUSTRY-CERTIFIED COMMISSIONING SPECIALTIES (PREFERABLY FIRMS

RECOMMENDED BY THE SYSTEMS MANUFACTURERS) TO OVERSEE AND/OR

PERFORM SYSTEM COMMISSIONING; TO INCLUDE START UP, ADJUSTMENT,

BALANCING, MEASUREMENT AND DOCUMENTATION THAT SYSTEMS FUNCTION

WITHIN THE MANUFACTURER'S AND DESIGNER'S PRESCRIBED OPERATING

PARAMETERS.

B. INCLUDE THE COMMISSIONING DOCUMENTATION IN (AND SUBMIT) THE OPERATION

& MAINTENANCE MANUALS.

C.TRAINING: AFTER THE SYSTEMS ARE FULLY FUNCTIONAL AND ARE OPERATING

PROPERLY, THOROUGHLY FAMILIARIZE THE LOCAL USFWS STAFF WITH THE

IMPROVEMENTS AND TRAIN THEM TO BE PROFICIENT IN OVERALL SYSTEM

OPERATION AND MAINTENANCE.

10. CONTRACTOR HAS KEEP REDLINED COPY OF PLANS DEPICTING ACTUAL

CONSTRUCTION AND PROVIDE AS-BUILT COORDINATES FOR USE BY ENGINEER IN

PREPARATION OF AS-BUILT PLANS.

11. CONTRACTOR TO PROVIDE HYDROSTATIC PRESSURE TEST OF 98 PSI FOR A

PERIOD OF 2 HOURS AND SHALL NOT VARY BY MORE THAN 5PSI FOR THE

DURRATION OF THE TEST.

DESIGN CRITERIA

A. DELIVERY OF 22 CFS FROM BLACK CANYON TO UPPER PAHRANAGAT LAKE RESERVOIR

PIPELINE CALCULATIONS FOR PAHRANAGAT NWR WATER CONSERVATION DELIVERY SYSTEM

DESIGN FLOW, Q = 22 CFS = 14.6 MGD

LENGTH 19,700 LF

ELEVATION CHANGE = 152 FEET

PIPE AVERAGE HYDRAULIC GRADIENT, S = 0.0077

USE PVC P.I.P. IRRIGATION PIPE, PRESSURE RATED 100 PSI

HAZEN & WILLIAMS COEFFICIENT OF FLOW C = 150

Q = 0.279xCxD xS

Q = FLOW IN MGD

D = PIPE DIAMETER IN FEET

S = ENERGY GRADIENT, WILL USE HYDRAULIC GRADIENT AS FLOW SHALL BE CONSIDERED UNIFORM.

Q = 14.6 MGD = 0.279(150)D (0.0077)

D = 14.6 MGD/(0.279)(150)(0.072)

D = 4.85

D = 1.822 FEET = 21.8”

NEXT SIZE OF PVC (P.I.P.) PLASTIC IRRIGATION PIPE IS 24” (ID = 23.52), CALCULATED ENERGY GRADIENT, S =0.0077

2.63 0.54

2.63

2.63

2.63

0.54

BUOYANCY CALCULATION CHECK

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ONE INCH ON

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THIS BAR IS

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VERIFY SCALE

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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REV.

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DATE

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DESCRIPTION

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BY

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PAHRANAGAT NWR

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PAHRANAGAT PIPELINE

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GENERAL NOTES, SPECIFICATIONS, DESIGN CRITERIA

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RECORD DRAWINGS

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JDH

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SP

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SJL

AutoCAD SHX Text 8/31/20

AutoCAD SHX Text G2

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AutoCAD SHX Text THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS THAT MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT OF INCORRECT INFORMATION PROVIDED TO THE ENGINEER. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY.

1 inch = 600 ft. Horiz.

( IN FEET )

GRAPHIC SCALE

(22" X 34") 1 inch = 1200 ft. Horiz.

(11" X 17")

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SHEET PP-1

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SHEET PP-2

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SHEET PP-3

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SHEET PP-4

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SHEET PP-6

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SHEET PP-7

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DESCRIPTION

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BY

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SHEET __ OF __

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ORIGINAL DRAWING

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NOT ONE INCH

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ON THIS SHEET

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ACCORDINGLY, IF

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ADJUST SCALES

AutoCAD SHX Text 0" 1"

AutoCAD SHX Text

ONE INCH ON

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THIS BAR IS

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VERIFY SCALE

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PAHRANAGAT NWR

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PAHRANAGAT PIPELINE

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SHEET INDEX

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JDH

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SP

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SLJ

AutoCAD SHX Text 8/31/20

AutoCAD SHX Text G-3

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AutoCAD SHX Text N

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RECORD DRAWINGS

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STA 10+00 PIPE TERMINATION POINT

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(2) 12" PIPE OUTLETS STA 57+64.53 STA 57+96.81 MIDDLE MARSH SOUTH

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MIDDLE MARSH DIKE

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STA 76+23.49 12" PIPE OUTLET MIDDLE MARSH NORTH

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STA 89+22.50 12" PIPE OUTLET DUCK LATERAL

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WHIN DIKE

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STA 127+36.73 12" PIPE OUTLET BLUFF LATERAL

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DOVE DIKE

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STA 204+00 DELIVERY INLET STRUCTURE

AutoCAD SHX Text THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS THAT MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT OF INCORRECT INFORMATION PROVIDED TO THE ENGINEER. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY.

AutoCAD SHX Text

AIR VENT

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AIR VENT

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AIR VENT

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AIR VENT

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AIR VENT

AIR VENT

1 inch = 100 ft. Horiz.

GRAPHIC SCALE

(22" X 34") 1 inch = 200 ft. Horiz.

(11" X 17")

SCALE:HORZ. 1"=100'

VERT. 1"=10' (22" x 34")

SCALE:HORZ. 1"=200'

VERT. 1"=20' (11" x 17")

PLAN VIEW

PROFILE VIEW

AutoCAD SHX Text

STA 10+00 PIPE TERMINATION POINT. OUTLET STRUCTURE SEE DETAIL 2/D1

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24" SDR41 PIP

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EXISTING GRADE @ CL PIPE

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24" SDR41 PIP

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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REV.

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DATE

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DESCRIPTION

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BY

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SHEET __ OF __

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ORIGINAL DRAWING

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NOT ONE INCH

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ON THIS SHEET

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ACCORDINGLY, IF

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ADJUST SCALES

AutoCAD SHX Text 0" 1"

AutoCAD SHX Text

ONE INCH ON

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THIS BAR IS

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VERIFY SCALE

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PAHRANAGAT NWR

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PAHRANAGAT PIPELINE

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PLAN VIEW STA 10+00 TO 41+00

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JDH

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SP

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SLJ

AutoCAD SHX Text 8/31/20

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PP-1

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AutoCAD SHX Text N

AutoCAD SHX Text

RECORD DRAWINGS

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MATCHLINE STA: 41+00

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SEE SHEET PP-2

THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS THAT MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT OF INCORRECT INFORMATION PROVIDED TO THE ENGINEER. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY.

GRAPHIC SCALE

(22" X 34") 1 inch = 200 ft. Horiz.

(11" X 17")

SCALE:HORZ. 1"=100'

VERT. 1"=10' (22" x 34")

SCALE:HORZ. 1"=200'

VERT. 1"=20' (11" x 17")

PLAN VIEW

PROFILE VIEW

NOTE: PLACE BENTONITE PLUG WHERE PIPE CROSSES EXISTING DIKE.

PLUG TO BE 3' IN LENGTH AND KEYED 1' OUTSIDE OF TRENCH ZONE

AutoCAD SHX Text

24" SDR41 PIP

AutoCAD SHX Text

MIDDLE MARSH DIKE

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12" OUTLET SEE DETAIL 2/D1

AutoCAD SHX Text

STA 57+96.81 MIDDLE MARSH SOUTH 12" DIVERSION STRUCTURE SEE DETAIL 1/D1

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STA 57+64.53 MIDDLE MARSH SOUTH 12" DIVERSION STRUCTURE SEE DETAIL 1/D1

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EXISTING GRADE @ CL PIPE

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24" SDR41 PIP

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STA 57+64.53 12" DIVERSION STRUCTURE SEE DETAIL 1/D1

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STA 57+96.81 12" DIVERSION STRUCTURE SEE DETAIL 1/D1

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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REV.

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DATE

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DESCRIPTION

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BY

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SHEET __ OF __

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ORIGINAL DRAWING

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NOT ONE INCH

AutoCAD SHX Text

ON THIS SHEET

AutoCAD SHX Text

ACCORDINGLY, IF

AutoCAD SHX Text

ADJUST SCALES

AutoCAD SHX Text 0" 1"

AutoCAD SHX Text

ONE INCH ON

AutoCAD SHX Text

THIS BAR IS

AutoCAD SHX Text

VERIFY SCALE

AutoCAD SHX Text

PAHRANAGAT NWR

AutoCAD SHX Text

PAHRANAGAT PIPELINE

AutoCAD SHX Text

PLAN VIEW STA 41+00 TO 72+00

AutoCAD SHX Text

JDH

AutoCAD SHX Text

SP

AutoCAD SHX Text

SLJ

AutoCAD SHX Text 8/31/20

AutoCAD SHX Text

PP-2

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AutoCAD SHX Text N

AutoCAD SHX Text

RECORD DRAWINGS

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MATCHLINE STA: 72+00

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SEE SHEET PP-3

AutoCAD SHX Text

MATCHLINE STA: 41+00

AutoCAD SHX Text

SEE SHEET PP-1

THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS THAT MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT OF INCORRECT INFORMATION PROVIDED TO THE ENGINEER. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY.

PLAN VIEW

PROFILE VIEWSCALE:HORZ. 1"=100'

VERT. 1"=10' (22" x 34")

SCALE:HORZ. 1"=200'

VERT. 1"=20' (11" x 17")

NOTE: PLACE BENTONITE PLUG WHERE PIPE CROSSES EXISTING DIKE.

PLUG TO BE 3' IN LENGTH AND KEYED 1' OUTSIDE OF TRENCH ZONE

1 inch = 100 ft. Horiz.

( IN FEET )

GRAPHIC SCALE

(22" X 34") 1 inch = 200 ft. Horiz.

(11" X 17")

AutoCAD SHX Text

WHIN DIKE

AutoCAD SHX Text

24" SDR41 PIP

AutoCAD SHX Text

STA 76+23.49 MIDDLE MARSH NORTH 12" DIVERSION STRUCTURE SEE DETAIL 1/D1

AutoCAD SHX Text

12" OUTLET SEE DETAIL 2/D1

AutoCAD SHX Text

12" OUTLET SEE DETAIL 2/D1

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STA 89+22.50 DUCK LATERAL 12" DIVERSION STRUCTURE SEE DETAIL 1/D1

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STA 89+22.50 AIR VENT

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STA 97+22.53 AIR VENT

AutoCAD SHX Text

EXISTING GRADE @ CL PIPE

AutoCAD SHX Text

STA 89+22.50 AIR VENT

AutoCAD SHX Text

STA 97+22.53 AIR VENT

AutoCAD SHX Text

24" SDR41 PIP

AutoCAD SHX Text

STA 76+23.49 12" DIVERSION STRUCTURE SEE DETAIL 1/D1

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STA 89+22.50 12" DIVERSION STRUCTURE SEE DETAIL 1/D1

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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REV.

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DATE

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DESCRIPTION

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BY

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SHEET __ OF __

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ORIGINAL DRAWING

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NOT ONE INCH

AutoCAD SHX Text

ON THIS SHEET

AutoCAD SHX Text

ACCORDINGLY, IF

AutoCAD SHX Text

ADJUST SCALES

AutoCAD SHX Text 0" 1"

AutoCAD SHX Text

ONE INCH ON

AutoCAD SHX Text

THIS BAR IS

AutoCAD SHX Text

VERIFY SCALE

AutoCAD SHX Text

PAHRANAGAT NWR

AutoCAD SHX Text

PAHRANAGAT PIPELINE

AutoCAD SHX Text

PLAN VIEW STA 72+00 TO 103+00

AutoCAD SHX Text

JDH

AutoCAD SHX Text

SP

AutoCAD SHX Text

SLJ

AutoCAD SHX Text 8/31/20

AutoCAD SHX Text

PP-3

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AutoCAD SHX Text

AutoCAD SHX Text

RECORD DRAWINGS

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MATCHLINE STA: 103+00

AutoCAD SHX Text

SEE SHEET PP-4

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MATCHLINE STA: 72+00

AutoCAD SHX Text

SEE SHEET PP-2

AutoCAD SHX Text N

THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS THAT MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT OF INCORRECT INFORMATION PROVIDED TO THE ENGINEER. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY.

GRAPHIC SCALE

(22" X 34") 1 inch = 200 ft. Horiz.

(11" X 17")

PROFILE VIEWSCALE:HORZ. 1"=100'

VERT. 1"=10' (22" x 34")

SCALE:HORZ. 1"=200'

VERT. 1"=20' (11" x 17")

PLAN VIEW

AutoCAD SHX Text

24" SDR41 PIP

AutoCAD SHX Text

12" OUTLET SEE DETAIL 2/D1

AutoCAD SHX Text

STA 127+36.73 BLUFF LATERAL 12" DIVERSION STRUCTURE SEE DETAIL 1/D1

AutoCAD SHX Text

STA 105+68.65 AIR VENT

AutoCAD SHX Text

EXISTING GRADE @ CL PIPE

AutoCAD SHX Text

STA 105+68.65 AIR VENT

AutoCAD SHX Text

24" SDR41 PIP

AutoCAD SHX Text

STA 127+36.73 12" DIVERSION STRUCTURE SEE DETAIL 1/D1

AutoCAD SHX Text N

AutoCAD SHX Text

DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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REV.

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DATE

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DESCRIPTION

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BY

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SHEET __ OF __

AutoCAD SHX Text

ORIGINAL DRAWING

AutoCAD SHX Text

NOT ONE INCH

AutoCAD SHX Text

ON THIS SHEET

AutoCAD SHX Text

ACCORDINGLY, IF

AutoCAD SHX Text

ADJUST SCALES

AutoCAD SHX Text 0" 1"

AutoCAD SHX Text

ONE INCH ON

AutoCAD SHX Text

THIS BAR IS

AutoCAD SHX Text

VERIFY SCALE

AutoCAD SHX Text

PAHRANAGAT NWR

AutoCAD SHX Text

PAHRANAGAT PIPELINE

AutoCAD SHX Text

PLAN VIEW STA 103+00 TO 134+00

AutoCAD SHX Text

JDH

AutoCAD SHX Text

SP

AutoCAD SHX Text

SLJ

AutoCAD SHX Text 8/31/20

AutoCAD SHX Text

PP-4

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

RECORD DRAWINGS

AutoCAD SHX Text

MATCHLINE STA: 134+00

AutoCAD SHX Text

SEE SHEET PP-5

AutoCAD SHX Text

MATCHLINE STA: 103+00

AutoCAD SHX Text

SEE SHEET PP-3

THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS THAT MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT OF INCORRECT INFORMATION PROVIDED TO THE ENGINEER. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY.

GRAPHIC SCALE

(22" X 34") 1 inch = 200 ft. Horiz.

(11" X 17")

PROFILE VIEWSCALE:HORZ. 1"=100'

VERT. 1"=10' (22" x 34")

SCALE:HORZ. 1"=200'

VERT. 1"=20' (11" x 17")

PLAN VIEW

NOTE: PLACE BENTONITE PLUG WHERE PIPE CROSSES EXISTING DIKE.

PLUG TO BE 3' IN LENGTH AND KEYED 1' OUTSIDE OF TRENCH ZONE

AutoCAD SHX Text

DOVE DIKE

AutoCAD SHX Text

24" SDR41 PIP

AutoCAD SHX Text

STA 140+45.47 AIR VENT

AutoCAD SHX Text

EXISTING GRADE @ CL PIPE

AutoCAD SHX Text

STA 140+45.47 AIR VENT

AutoCAD SHX Text

24" SDR41 PIP

AutoCAD SHX Text N

AutoCAD SHX Text

RECORD DRAWINGS

AutoCAD SHX Text

DESIGNED

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DRAWN

AutoCAD SHX Text

CHECKED

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DATE

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DRAWING NO.

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REV.

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DATE

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DESCRIPTION

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BY

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SHEET __ OF __

AutoCAD SHX Text

ORIGINAL DRAWING

AutoCAD SHX Text

NOT ONE INCH

AutoCAD SHX Text

ON THIS SHEET

AutoCAD SHX Text

ACCORDINGLY, IF

AutoCAD SHX Text

ADJUST SCALES

AutoCAD SHX Text 0" 1"

AutoCAD SHX Text

ONE INCH ON

AutoCAD SHX Text

THIS BAR IS

AutoCAD SHX Text

VERIFY SCALE

AutoCAD SHX Text

PAHRANAGAT NWR

AutoCAD SHX Text

PAHRANAGAT PIPELINE

AutoCAD SHX Text

PLAN VIEW STA 134+00 TO 165+00

AutoCAD SHX Text

JDH

AutoCAD SHX Text

SP

AutoCAD SHX Text

SLJ

AutoCAD SHX Text 8/31/20

AutoCAD SHX Text

PP-5

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

MATCHLINE STA: 165+00

AutoCAD SHX Text

SEE SHEET PP-6

AutoCAD SHX Text

MATCHLINE STA: 134+00

AutoCAD SHX Text

SEE SHEET PP-4

THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS THAT MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT OF INCORRECT INFORMATION PROVIDED TO THE ENGINEER. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY.

GRAPHIC SCALE

(22" X 34") 1 inch = 200 ft. Horiz.

(11" X 17")

PROFILE VIEWSCALE:HORZ. 1"=100'

VERT. 1"=10' (22" x 34")

SCALE:HORZ. 1"=200'

VERT. 1"=20' (11" x 17")

PLAN VIEW

AutoCAD SHX Text

24" SDR41 PIP

AutoCAD SHX Text

STA 168+03.66 AIR VENT

AutoCAD SHX Text

STA 190+83.67 AIR VENT

AutoCAD SHX Text

STA 195+48.47 AIR VENT

AutoCAD SHX Text

EXISTING GRADE @ CL PIPE

AutoCAD SHX Text

STA 168+03.66 AIR VENT

AutoCAD SHX Text

STA 190+83.67 AIR VENT

AutoCAD SHX Text

STA 195+48.47 AIR VENT

AutoCAD SHX Text

24" SDR41 PIP

AutoCAD SHX Text N

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

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DATE

AutoCAD SHX Text

DRAWING NO.

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REV.

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DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

BY

AutoCAD SHX Text

SHEET __ OF __

AutoCAD SHX Text

ORIGINAL DRAWING

AutoCAD SHX Text

NOT ONE INCH

AutoCAD SHX Text

ON THIS SHEET

AutoCAD SHX Text

ACCORDINGLY, IF

AutoCAD SHX Text

ADJUST SCALES

AutoCAD SHX Text 0" 1"

AutoCAD SHX Text

ONE INCH ON

AutoCAD SHX Text

THIS BAR IS

AutoCAD SHX Text

VERIFY SCALE

AutoCAD SHX Text

PAHRANAGAT NWR

AutoCAD SHX Text

PAHRANAGAT PIPELINE

AutoCAD SHX Text

PLAN VIEW STA 165+00 TO 196+00

AutoCAD SHX Text

JDH

AutoCAD SHX Text

SP

AutoCAD SHX Text

SLJ

AutoCAD SHX Text 8/31/20

AutoCAD SHX Text

PP-6

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

RECORD DRAWINGS

AutoCAD SHX Text

MATCHLINE STA: 196+00

AutoCAD SHX Text

SEE SHEET PP-7

AutoCAD SHX Text

MATCHLINE STA: 165+00

AutoCAD SHX Text

SEE SHEET PP-5

THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS THAT MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT OF INCORRECT INFORMATION PROVIDED TO THE ENGINEER. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY.

GRAPHIC SCALE

(22" X 34") 1 inch = 200 ft. Horiz.

(11" X 17")

PROFILE VIEWSCALE:HORZ. 1"=100'

VERT. 1"=10' (22" x 34")

SCALE:HORZ. 1"=200'

VERT. 1"=20' (11" x 17")

PLAN VIEW

AutoCAD SHX Text

24" SDR41 PIP

AutoCAD SHX Text STA 204+00 DELIVERY INLET STRUCTURE SEE DETAIL 4/D2 FLOW FROM UPPER LAKE DAM MAX FLOW 22 CFS

AutoCAD SHX Text

EXISTING GRADE @ CL PIPE

AutoCAD SHX Text

24" SDR41 PIP

AutoCAD SHX Text

STA 204+00 DELIVERY INLET STRUCTURE SEE DETAIL 4/D2

AutoCAD SHX Text N

AutoCAD SHX Text

RECORD DRAWINGS

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

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CHECKED

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DATE

AutoCAD SHX Text

DRAWING NO.

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REV.

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DATE

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DESCRIPTION

AutoCAD SHX Text

BY

AutoCAD SHX Text

SHEET __ OF __

AutoCAD SHX Text

ORIGINAL DRAWING

AutoCAD SHX Text

NOT ONE INCH

AutoCAD SHX Text

ON THIS SHEET

AutoCAD SHX Text

ACCORDINGLY, IF

AutoCAD SHX Text

ADJUST SCALES

AutoCAD SHX Text 0" 1"

AutoCAD SHX Text

ONE INCH ON

AutoCAD SHX Text

THIS BAR IS

AutoCAD SHX Text

VERIFY SCALE

AutoCAD SHX Text

PAHRANAGAT NWR

AutoCAD SHX Text

PAHRANAGAT PIPELINE

AutoCAD SHX Text

PLAN VIEW STA 196+00 TO 204+63

AutoCAD SHX Text

JDH

AutoCAD SHX Text

SP

AutoCAD SHX Text

SLJ

AutoCAD SHX Text 8/31/20

AutoCAD SHX Text

PP-7

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

MATCHLINE STA: 196+00

AutoCAD SHX Text

SEE SHEET PP-6

THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS THAT MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT OF INCORRECT INFORMATION PROVIDED TO THE ENGINEER. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY.

OUTLET STRUCTURE ELEVATION VIEW2

- SIZES 24", 15" & 12"

AIR VENT STATION3

- NO SCALE

DIVERSION STRUCTURE DETAIL1

- NO SCALE

NOTE: SET TOP OF BOX 8" ABOVE SURROUNDING GROUND

AutoCAD SHX Text

SHEET __ OF __

AutoCAD SHX Text

ORIGINAL DRAWING

AutoCAD SHX Text

NOT ONE INCH

AutoCAD SHX Text

ON THIS SHEET

AutoCAD SHX Text

ACCORDINGLY, IF

AutoCAD SHX Text

ADJUST SCALES

AutoCAD SHX Text 0" 1"

AutoCAD SHX Text

ONE INCH ON

AutoCAD SHX Text

THIS BAR IS

AutoCAD SHX Text

VERIFY SCALE

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

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CHECKED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWING NO.

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REV.

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DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

BY

AutoCAD SHX Text

PAHRANAGAT NWR

AutoCAD SHX Text

PAHRANAGAT PIPELINE

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text

RECORD DRAWINGS

AutoCAD SHX Text

JDH

AutoCAD SHX Text

SP

AutoCAD SHX Text

SJL

AutoCAD SHX Text 8/31/20

AutoCAD SHX Text D1

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

24" MIN. DEPTH

AutoCAD SHX Text

CONCRETE INCASED STEEL PIPE

AutoCAD SHX Text

GALVANIZED STEEL FLAP GATE

AutoCAD SHX Text

GALVANIZED STEEL PIPE

AutoCAD SHX Text

TRANSITION COUPLER

AutoCAD SHX Text

IRRIGATION PIPE

AutoCAD SHX Text

2" CONTINUOUS AIR VENT

AutoCAD SHX Text

2" GALVANIZED STEEL PIPE

AutoCAD SHX Text

2" COUPLER

AutoCAD SHX Text

GALVANIZED SADDLE

AutoCAD SHX Text

24" SDR41 PIP

AutoCAD SHX Text 4' WIDE x 6' LONG CONCRETE SPLASH BLOCK

AutoCAD SHX Text 4'x4' CONCRETE BOX W/ OPEN BOTTOM & SOLID LID

AutoCAD SHX Text 3'x3' CONCRETE BOX W/ OPEN BOTTOM & SOLID LID

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GALVANIZED SADDLE W/ 2" AIR/VAC TAP

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GALVANIZED SADDLE W/ 2" AIR/VAC TAP

AutoCAD SHX Text 24" RESILIENT WEDGE GATE VALVE (FLxMJ)

AutoCAD SHX Text 12" RESILIENT WEDGE GATE VALVE (FLxMJ)

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24" TEE W/ 12" BRANCH (SCH 40 STEEL)

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24" FLANGE ADAPTER

THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS THAT MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT OF INCORRECT INFORMATION PROVIDED TO THE ENGINEER. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY.

EXISTING INLET HEAD WALL AND

36" PIPE. TRASH RACK SHOWN TO

DEPICT HOW TO INSTALL ON NEW

INLET STRUCTURE.

NEW INLET HEADWALL FOR 24" DIA SDR41 PIP

PIPE WITH CANAL GATE AND TRASH RACK

(2) EXISTING 36" PIPES BRINGING WATER

FROM UPPER PAHRANAGAT LAKE

ELEVATION VIEW

PLAN VIEW

SLOPES GRADED TO 1.5:1 SLOPE

NOTE:

ALL DIMENSIONS ARE APPROXIMATE. DIMENSIONS

AND FIELD CONDITIONS SHOULD BE VERIFIED IN THE

FIELD BEFORE FINALIZING THE DESIGN.

INLET HEADWALL DETAIL4

- SCALE: 1/4" = 1'-0"

TRENCH DETAIL5

- N.T.S.

EXISTING 36" PIPELINE

NEW INLET HEADWALL FOR 24" DIA SDR41 PIP

PIPE WITH CANAL GATE AND TRASH RACK

24" DIA SDR41 PIP

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SHEET __ OF __

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ORIGINAL DRAWING

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NOT ONE INCH

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ON THIS SHEET

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ACCORDINGLY, IF

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ADJUST SCALES

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ONE INCH ON

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THIS BAR IS

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VERIFY SCALE

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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REV.

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DATE

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DESCRIPTION

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BY

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PAHRANAGAT NWR

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PAHRANAGAT PIPELINE

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DETAILS

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RECORD DRAWINGS

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JDH

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SP

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SJL

AutoCAD SHX Text 8/31/20

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AutoCAD SHX Text 316"THICKx2" WIDE FRAME

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#5 REBAR SPACED AT 3" O.C.

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DEBRIS GRATE FRAME AND BAR TO BE GALVINIZED

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#4 REBAR 12" O.C. EACH WAY

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SEKA-SWELL WATER STOP WRAPPED AROUND PIPE

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MIN=PIPE OD+12"

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REQUIRED FOR

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SLOPE AS

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SAFETY

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TRENCH WIDTH

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2" MINUS SEWER ROCK SHALL BE IMPORTED.

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OF MATERIAL TO BE REMOVED.

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ENGINEER SHALL DETERMINE THE DEPTH

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FOUNDATION IS ENCOUNTERED THE

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FOUNDATION MATERIAL - IF UNSUITABLE

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- 2" MINUS NATIVE MATERIAL, NO SHARP OBJECTS

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DENSITY. PLACE IN 1 FOOT MAXIMUM LIFTS.

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TO 90% MAXIMUM MODIFIED PROCTOR

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HARD CLODS, OR FROZEN MATERIAL. COMPACT

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MATERIAL FREE OF ROCKS LARGER THAN 6",

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FINAL BACKFILL MATERIAL -6" MINUS NATIVE

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PIPE ZONE

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MIN.

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6" MIN.

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1'-0" MIN.

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WATER LINE

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WHERE FOUNDATION MATERIAL IS REQUIRED, SEPARATE

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PIPE ZONE AND SEWER ROCK WITH GEOTEXTILE FABRIC

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24" MINIMUM COVER

THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS THAT MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT OF INCORRECT INFORMATION PROVIDED TO THE ENGINEER. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY.