W912QR25R0010_Plans-0006.pdf

A1 C-002

SITE ABBREVIATIONS & GENERAL NOTES

NTS

GENERAL CIVIL NOTES:

STORM DRAINAGE NOTES:

WATER DISTRIBUTION NOTES:

P

PARKWAY

PE

PCC

NORTH, NORTHING

NOT TO SCALE

OMS

NTSPROPERTY LINE

PRIVATELY OWNED VEHICLE

R

PVC

PKWY

POLYETHYLENE

POV

POLYVINYL CHLORIDE

N

LEV

LENGTH

LF

LOW EMISSION VEHICLE

LINEAR FEET

INVERTINV

L

LEN

L

MIN MINIMUM

MAX

MANHOLE

MAXIMUM

MH

MEP

R.O.W.

UHS

TYPICAL

VEGETATEDVEG

TOP OF BARRIER

TOP

TOP OF CURB

TYP

TOP OF PIPE

W/O W/

WEST

WITHOUT

WITH

VERT VERTICAL

W

VMF

TOC

RPZ

RPDA

S

SANITARY SEWER MANHOLE

SANITARY SEWER

RCP

RADIUS

REDUCED PRESSURE ZONE

RIGHT OF WAY

STATION

STANDARD STD

TB

STORM DRAIN

SOUTH

SD

SS

STA

SSMH

INTERSTATE HIGHWAY

CLEANOUT

CLASSCLS

CONC

CO

CENTERLINE

CAST IRON PIPECIP

CJ

DIAMETER OR ROUND

DIAMETER

DIP

DRIVEDR

CONTROL JOINT

CONCRETE

DIA

DI

C OR CL

AGGREGATE BASE

AND

ARC

ANTI-TERRORISM/FORCE PROTECTION

(XX)

BLDG

AVENUE

BLVD

BUILDING

BOULEVARD

ASPH

ARMY RESERVE CENTER

ASPHALT

AVE

ATFP

DROP INLET

GR

GB

GRADE

HDPE

GRADE BREAK

FOOT OR FEET

FLOW LINE

FT

GASG

HP

HOV

I.H.

HIGH OCCUPANCY VEHICLE

HIGH DENSITY POLYETHYLENE

HIGH POINT

HORIZONTAL HORIZ

FLARED END SECTION

EVAP

ELEVATION

EVAPORATIVE

EXISTING EX

E

DUCTILE IRON PIPE

EAST, EASTING

EL

EJ

FH

FINISHED GRADE

FL

FIRE HYDRANT

EXPANSION JOINT

EXISTING ELEVATION

FES

CIVIL ABBREVIATIONS

REDUCED PRESSURE DETECTOR ASSEMBLY

ORGANIZATIONAL

MAINTENANCE SHOP

IAW IN ACCORDANCE WITH

CONSTRUCTION NOTES:

CALTRANS CALIFORNIA DEPARTMENT OF

TRANSPORTATION

PORTLAND CEMENT CONCRETE

REINFORCED CONCRETE PIPE

MILITARY EQUIPMENT PARKING

MCAS MARINE CORP AIR STATION

FIRE DEPARTMENT CONNECTIONFDC UNHEATED STORAGE

TH TEST HEADER

NAVFAC NAVY FACILITIES

ABC

FEV FUEL EFFICIENT VEHICLE

FG

FFE FINISHED FLOOR ELEVATION

GALV GALVANIZED

SANITARY SEWER SYSTEM NOTES:

BW BOTTOM OF WALL AT FG

CB CATCH BASIN

LDS LANDSCAPE DRAINAGE STRUCTURE

LP LOW POINT TC TOP OF CURB

TW TOP OF WALL

YI YARD INLET

-- C --

-- A --

-- B --

-- D --

-- E --

-- F --

-- G --

-- H --

-- I --

-- L --

VEHICLE MAINTENANCE FACILITY

-- M --

-- N --

-- O --

-- P --

-- R --

-- S --

-- T --

-- U --

-- V --

-- W --

-- Y --

1. CONTRACTOR MUST PROVIDE INLET PROTECTION ON OPEN ENDS OF PIPES IN

TRENCHES DURING ALL IDLE TIMES. INLET PROTECTION MUST BLOCK END OF PIPE

TO TWO THIRDS THE PIPE DIAMETER LEAVING ONE THIRD DIAMETER OPEN AT THE

TOP. CONTRACTOR MAY USE EITHER PLYWOOD OR HARDWIRE CLOTH WITH STONE.

2. INVERT ELEVATIONS SHOWN ARE TO THE FLOWLINE OF THE PIPE UNLESS

OTHERWISE NOTED.

3. EXISTING UTILITIES MUST BE MAINTAINED IN PLACE BY THE CONTRACTOR, UNLESS

OTHERWISE NOTED.

4. ALL PIPES MUST BE PLACED IN TRENCH IN NATURAL GROUND AND/OR APPROVED

COMPACTED FILL.

1. CONTRACTOR MUST PLUG THE OPEN ENDS OF PIPES IN TRENCHES DURING ALL IDLE TIMES.

2. NEW WATER LINES MUST BE PLACED WITH A MINIMUM 48" OF COVER TO FINAL FINISHED GRADE.

3. CONTRACTOR MUST PROVIDE ALL COUPLINGS, REDUCERS, TEES, ELBOWS AND ALL OTHER FITTINGS

NEEDED TO MAKE A COMPLETE AND FUNCTIONAL INSTALLATION.

4. ALL WATER UTILITIES MUST CONFORM TO TOWN OF QUEEN CREEK DESIGN & CONSTRUCTION

STANDARDS AND BE IN ACCORDANCE WITH AWWA STANDARDS.

5. THE INTERIOR OF PIPE AND APPURTENANCES MUST BE THOROUGHLY CLEANED OF FOREIGN MATTER BEFORE LOWERING INTO THE TRENCH AND MUST BE KEPT CLEAN DURING OPERATIONS. PLUGGING OR OTHER MEANS ACCEPTABLE TO THE CONTRACTING OFFICER'S REPRESENTATIVE, MUST BE REQUIRED OF ALL PIPE AND APPURTENANCES OPEN ENDS AT ALL TIMES WHEN WORK ON THAT PIPE IS NOT IN

PROGRESS.

6. BELL HOLES AT EACH JOINT MUST BE PROVIDED TO PERMIT THE JOINT TO BE ASSEMBLED AND THE PIPE

TO BE SUPPORTED UNIFORMLY FOR THE FULL LENGTH OF THE PIPE.

7. ALL VALVES MUST BE PLACED WITH OPERATING STEMS VERTICAL.

8. ALL WATER LINES AND SYSTEM APPURTENANCES MUST HAVE A CONTINUOUS WARNING TAPE PLACED

IMMEDIATELY ABOVE THEM AND THROUGHOUT THEIR LENGTH PER SPECIFICATIONS.

9. CONTRACTOR MUST BE RESPONSIBLE FOR WATER LINE TESTING AND DISINFECTION. AFTER

INSTALLATION OF ANY WATER LINE, CLEAN AND DISINFECT NEW WATER SUPPLY SECTION IN

ACCORDANCE WITH AWWA C651.

10. CONTRACTOR MUST SUPPLY GOVERNMENT WITH BACKFLOW PREVENTER CERTIFICATIONS AT THE

COMPLETION OF THE PROJECT.

1. CONTRACTOR MUST PLUG THE OPEN ENDS OF PIPES IN TRENCHES DURING ALL IDLE TIMES.

2. STATIONS AND INVERT ELEVATIONS OF PIPE INVERTS SHOWN ARE TO THE FLOW LINE OF THE PIPE, UNLESS OTHERWISE SHOWN.

3. MINIMUM BURIAL FOR ALL SANITARY SEWER IS 24" BELOW FINISHED GRADE. WHILE 24" IS THE MINIMUM ALLOWABLE COVER, FOR AREAS WHERE 36" CANNOT BE MAINTAINED FERROUS PIPE (DIP)

MUST BE INSTALLED.

4. PIPE MUST BE LAID UPGRADE IN A CONTINUOUS OPERATION FROM STRUCTURE TO STRUCTURE WITH

THE SOCKET (BELL) ENDS OF THE PIPE DIRECTED UPGRADE. THE CONTRACTOR MUST VERIFY

EXISTING SYSTEM COMPONENTS FOR ANY CONFLICTS WITH THE CONTRACT DOCUMENTS, AND MUST IMMEDIATELY NOTIFY THE CONTRACTING OFFICER, OR DESIGNEE, OF ANY SUCH CONFLICTS PRIOR

TO CONTINUING.

5. THE TRENCH MUST BE KEPT FREE FROM WATER DURING INSTALLATION OPERATIONS BY SUITABLE

MEANS UNTIL THE PIPE HAS BEEN INSTALLED AND BACKFILL PLACED AND COMPACTED TO A

SUFFICIENT HEIGHT TO PREVENT PIPE FLOTATION.

6. SOIL MIGRATION IN THE PIPE ZONE MUST BE PREVENTED BY USE OF A GEOTEXTILE MATERIAL OR

EMBEDMENT MATERIAL GRADATION OR OTHER SUITABLE MEANS WITH PRIOR APPROVAL OF THE

CONTRACTING OFFICER. PIPE MUST NOT BE LAID IN WATER OR WHEN TRENCH OR WEATHER

CONDITIONS ARE UNSUITABLE FOR THE WORK, EXCEPT BY PERMISSION OF THE CONTRACTING

OFFICER.

7. ALL UNCONNECTED ENDS OF PIPES MUST HAVE A PLUG OR CAP INSTALLED.

8. AIR RELEASE VALVES ARE REQUIRED AT ANY HIGH POINT ALONG THE FORCEMAIN ALIGNMENT.

9. ALL SANITARY SEWER LINES AND SYSTEM APPURTENANCES MUST HAVE A CONTINUOUS WARNING TAPE PLACED IMMEDIATELY ABOVE THEM AND THROUGHOUT THEIR LENGTH PER SPECIFICATIONS.

10. CONTRACTOR MUST BE RESPONSIBLE FOR SANITARY SEWER LINE TESTING.

ELECTRIC & NATURAL GAS DIVISION OF RESPONSIBILITIES

CONTRACTOR UTILITY COMPANY

FURNISH INSTALL INSTALLFURNISH

TRANSFORMER

TRANSFORMER PAD

TRANSFORMER PRIMARY & SECONDARY LUGS & TERMINATIONS

TRANSFORMER GROUNDING & CONNECTIONS

PRIMARY & SECONDARY DUCT BANK TRENCHING

ELECTRICAL METER

HANDHOLES (IF APPLICABLE)

ELECTRICAL

TASK/ITEM DESCRIPTION

CONTRACTOR UTILITY COMPANYNATURAL GAS

TASK/ITEM DESCRIPTION

METER & REGULATOR (OUTSIDE BUILDING)

CONNECTION TO EXISTING GAS DISTRIBUTION SYSTEM

SECONDARY CABLE FROM TRANSFORMER TO SES & METER

SECONDARY CONDUITS FROM TRANSFORMER TO SES & METER

FURNISH INSTALL FURNISH INSTALL

SWITCH CABINET

GAS DISTRIBUTION PIPING TO METER

ADVANCED GAS METER (INSIDE BUILDING)

1. ALL COMMERCIAL TRAFFIC MUST STAY WITHIN OR ADJACENT TO DESIGNATED AREAS OF CONSTRUCTION AT ALL TIMES. CONTRACTOR'S STAGING AREA IS RESTRICTED TO THE AREA SHOWN ON THE PLANS.

2. CONTRACTOR IS RESPONSIBLE FOR A TRAFFIC CONTROL PLAN PER SPECIFICATION 01 50 00.

3. CONTRACTOR SHALL CONDUCT A PRE-CONSTRUCTION NESTING BIRDS SURVEY PER 01 57 19.00 06, SECTION 1.5 SPECIAL ENVIRONMENTAL REQUIREMENTS

4. CONTRACTOR IS RESPONSIBLE FOR FENCING AND SECURITY OF HIS LAYDOWN AND STORAGE AREA.

5. ACCESS ALONG THE GRAVEL DRIVE ALONG THE SOUTH SIDE OF THE PROPERTY MUST BE RESTRICTED TO

DRY WEATHER DAYS ONLY. REFER TO SPECIFICATIONS.

6. THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY UTILITIES AND COORDINATION OF PAYMENT FOR

UTILITIES WITH RESPECTIVE PURVEYOR.

7. CONTRACTOR MUST KEEP ALL ROADS FREE OF DIRT AND DEBRIS AT ALL TIMES.

8. CONTRACTOR MUST PROTECT ALL PAVEMENTS AND EXISTING UTILITIES FROM HEAVY EARTH MOVING EQUIPMENT. PROVIDE TRAFFIC CONTROL MEASURES AT ALL EQUIPMENT CROSSINGS. WHERE APPLICABLE, CONCRETE SIDEWALKS MUST BE CUT BACK TO NEAREST EXPANSION OR CONTROL JOINT AND REPLACED WITH 4 INCH CONCRETE SIDEWALK FINISHED TO MATCH EXISTING ADJACENT WALKWAYS. IF CONCRETE

THAT HAS BEEN TREATED WITH COATING, DAMPENING, OR WATERPROOFING IS ENCOUNTERED,

CONTRACTOR MUST STOP WORK IMMEDIATELY AND CONTACT THE CONTRACTING OFFICER.

9. CONTRACTOR MUST PROTECT EXISTING UTILITIES AND SERVICE CONNECTIONS AT ALL TIMES.

10. CONTRACTOR MUST COORDINATE WITH CONTRACTING OFFICER FOR ALL UTILITY CONFLICTS NOT IDENTIFIED IN CONTRACT DOCUMENTS. THE CONTRACTOR MUST INSTALL AND MAINTAIN EROSION CONTROL MEASURES PER THE SWPPP AND MAINTAIN SURROUNDING ROADS FREE OF MUD, DIRT AND DEBRIS FOR THE DURATION OF PROJECT. THE CONTRACTOR SHALL TAKE MEASURES TO KEEP DUST DOWN

FROM BEING A BURDEN TO SURROUNDING PROPERTIES.

11. ANY TOPSOIL THAT NOT SCHEDULED TO BE STOCKPILED ON SITE AND REUSED MUST BE DISPOSED OFF-SITE TO AN APPROVED, LEGAL DISPOSAL SITE. CONTRACTOR WILL BE RESPONSIBLE FOR ALL WASTE

CHARACTERIZATION SAMPLING.

1. GENERAL CIVIL NOTES MUST APPLY TO ALL CIVIL SHEETS.

2. CONTRACTOR MUST CONTACT USA DIG ALERT (811) AT LEAST 2 WORKING DAYS PRIOR

TO USING NON-HUMAN MECHANICAL EQUIPMENT TO DISTURB THE GROUND.

3. THE RESPONSIBILITY OF ACCURACY ON ANY SCALING OF THE DRAWINGS IS OF THE

CONTRACTOR.

4. THE LOCATION OF EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN

HEREIN ARE THE BEST ESTIMATE AVAILABLE. CONTRACTOR MUST VERIFY HORIZONTAL

AND VERTICAL LOCATION OF EXISTING UTILITIES PRIOR TO COMMENCEMENT OF

CONSTRUCTION. IT MUST BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO PROTECT IN

PLACE OR REPAIR ALL UTILITIES IDENTIFIED ON THESE DRAWINGS. CONTRACTOR MUST

EXERCISE REASONABLE DILIGENCE DURING EXCAVATION IN ALL AREAS. CONTRACTOR

MUST POT HOLE TO LOCATE UNDERGROUND INSTALLATIONS AT HIS OWN EXPENSE

PRIOR TO COMMENCING EXCAVATION. ANY DEVIATIONS SHOULD BE REPORTED TO THE

CONTRACTING OFFICER.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH, APPLYING FOR, AND

OBTAINING ALL PERMITS, FEES AND INSPECTIONS REQUIRED BY ALL AGENCIES HAVING

JURISDICTION THAT HAVE NOT BEEN PROVIDED AS PART OF THE CONTRACT

DOCUMENTS. ROADWAY IMPROVEMENTS CONTACT IS PROVIDED FOR CONSTRUCTION

COORDINATION ONLY. CONTRACTOR MAY CONTACT AGENCIES PRIOR TO AWARD ON

SPECIFIC QUESTIONS. THESE AGENCIES AGENCIES INCLUDE BY ARE NOT LIMITED TO

6. CONTRACTOR MUST LOCATE ALL CONSTRUCTION TRAILERS AND STORE ALL

MATERIALS NOT BEING WORKED IN A DESIGNATED "LAY-DOWN" AREA; LOCATION TO BE

DETERMINED BY CONTRACTOR AND COORDINATED WITH CONTRACTING OFFICER.

CONTRACTOR MUST BE FULLY RESPONSIBLE FOR SECURITY ON THE CONSTRUCTION

SITE DURING CONSTRUCTION.

7. ALL EARTH WORK MUST BE IN COMPLIANCE WITH SPECIFICATION 31 00 00.00 06

RECOMMENDATIONS INCLUDED IN THE GEOTECHNICAL REPORT PREPARED BY ENCON

INCORPORATED MUST SUPPLEMENT SPECIFICATION 31 00 00.00 06.

8. CONTRACTOR MUST ADJUST ANY VALVE COVERS, VAULT LIDS, FIRE HYDRANTS,

MANHOLE RIMS OR ANY OTHER EXISTING UTILITY FEATURES TO MATCH PROPOSED

FINISHED GRADES UNLESS OTHERWISE NOTED.

9. ALL DUCTILE IRON AND STEEL PIPE AND FITTINGS MUST BE DOUBLE WRAPPED IN

POLYETHYLENE WRAP CONFORMING TO AWWA C105/A21.5 WITH APPROPRIATE UTILITY

COLOR DESIGNATION.

10. CONTRACTOR MUST COMPLY WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL

STANDARDS.

11. CONTRACTOR MUST COORDINATE ALL UTILITY INSTALLATION WITH CITY OF GILBERT,

TOWN OF QUEEN CREEK, QUEEK CREEK IRRIGATION DISTRICT, CITY OF MESA GAS,

SALT RIVER PROJECT & EPCOR TO ENSURE PROPER SEPARATIONS ARE MET BETWEEN

UTILITIES.

VCTS VIRTUAL CLEARENCE TRAINING SUITE

CITY OF MESA IS THE NATURAL GAS UTILITY SERVING THIS PROJECT. THE DIVISION OF

RESPONSIBILITY BELOW OUTLINES THE CONTRACTOR RESPONSIBILITIES FOR PROVIDING THIS

PROJECT WITH NATURAL GAS SERVICE. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A

COMPLETE AND WORKING NATURAL GAS SYSTEM, AND MUST INCLUDE ALL COSTS IN THIS BID.

ANY TEMPORARY GAS NEEDS MUST ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR.

SALT RIVER PROJECT (SRP) IS THE ELECTRIC UTILITY SERVING THIS PROJECT. THE DIVISION OF

RESPONSIBILITY BELOW OUTLINES THE CONTRACTOR RESPONSIBILITIES FOR PROVIDING THIS

PROJECT WITH ELECTRIC SERVICE. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A

COMPLETE AND WORKING ELECTRICAL SYSTEM, AND MUST INCLUDE ALL COSTS IN THIS BID.

ANY TEMPORARY POWER NEEDS MUST ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR.

THE ELECTRICAL AND NATURAL GAS DISTRIBUTION SYSTEM SHOWN ON THE PLANS IS THE

ALIGNMENT AS APPROVED PROVIDED BY EACH RESPECTIVE PRIVATE UTILITY DURING THE

PROJECT DESIGN AND MAY NEED ALTERING IF THE FINAL DESIGN REQUIRED BY UTILITY HAS

BEEN MODIFIED. THE CONTRACTOR MUST COORDINATE WITH CITY OF MESA AND SALT RIVER

PROJECT ON FINAL ALIGNMENT PRIOR TO ANY EXCAVATION. THE CONTRACTOR WILL BE

REQUIRED TO PAY FEES AS SHOWN IN THE BID SCHEDULE DIRECTLY TO EACH UTILITY ON

BEHALF OF THE OWNER. THE CONTRACTOR'S PROPOSAL MUST INCLUDE ALL WORK AND ALL

COSTS ASSOCIATED WITH PROVIDING ELECTRICAL POWER & NATURAL GAS FOR THE PROJECT.

THE CONTRACTOR MUST COORDINATE THE INSTALLATION OF THE TELECOMM CONDUITS WITH

SRP. THE CONTRACTOR IS RESPONSIBLE FOR ALL GUIDELINES AND REQUIREMENTS WITHIN

EACH UTILITIES DESIGN MANUALS.

THE FOLLOWING IS CONTACT INFORMATION FOR CITY OF MESA GAS:

SCOT SHERWOOD, PE - SENIOR GAS ENGINEER

480-644-2509

SCOT.SHERWOOD@MESAAZ.GOV

THE FOLLOWING IS CONTACT INFORMATION FOR SALT RIVER PROJECT:

STEVEN RICE - PROJECT LEADER

602-236-6313

STEVEN.RICE@SRPNET.COM

BACKFILL, CONCRETE, SHADING, SLURRY, ETC.

TRENCH EXCAVATION (SHARED OR INDIVIDUAL)

PRIMARY & SECONDARY DUCT BANK & HANDHOLE BACKFILL

(CONCRETE, SHADING, SLURRY, ETC.)

PRIMARY CONDUITS (TO SWITCH CABINET, HANDHOLES,TRANSFORMER, ETC.)

PRIMARY CABLE (TO SWITCH CABINET, HANDHOLES,TRANSFORMER, ETC.)

SQUARE FEETSF

Know what's below.

Call 811 before you dig.

US Army Corps of Engineers ®

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CERTIFIED FINAL DESIGN SUBMISSION

ROADWAYS

PINAL COUNTY PUBLIC WORKS

DEPARTMENT

85 N. FLORENCE STREET

FLORENCE, AZ 85132

(520) 866-6010

CONTACT: CHRISTOPHER WANAMAKER, PE

POTABLE WATER

TOWN OF QUEEN CREEK

22358 S. ELLSWORTH ROAD

QUEEN CREEK, AZ 85142

(480) 358-3000

CONTACT: MIKE HUBER

SANITARY SEWER

EPCOR

15626 N DEL WEBB BOULEVARD

SUN CITY, AZ 85351

(480) 797-9609

CONTACT: KATHERINE NIERVA, PE

RAW WATER

CITY OF GILBERT PUBLIC WORKS

DEPARTMENT

900 E. JUNIPER AVENUE

GILBERT, AZ 85234

(480) 296-5134

CONTACT: STEVE NOTCH

ROADWAY WIDENING IMPROVEMENTS

TRACE CONSULTING, LLC

1201 EAST JEFFERSON ST. SUITE #3,

PHOENIX, ARIZONA 85034

(623) 203-9359

CONTACT: KARL ROZITIS, PE

NATURAL GAS

CITY OF MESA GAS

20 E. MAIN STREET

MESA, AZ 85201

(480) 644-2509

CONTACT: SCOT SHERWOOD, PE

FLOOD IRRIGATION

QUEEN CREEK IRRIGATION & DRAINAGE DISTRICT

22725 E OCOTILLO RD,

QUEEN CREEK, AZ 85142

480-921-4080

CONTACT: MAAIKE HOUGH, PE (GEORGE CAIRO

ENGINEERING, INC)

ELECTRIC

SALT RIVER PROJECT

15000 N. MILL AVENUE

TEMPE, AZ 85288

(602) 236-6313

CONTACT: STEVE RICE

TELECOMMUNICATIONS

CENTURY LINK

2828 N CENTRAL AVENUE

FLOOR 10 SUITE 1018

PHOENIX, AZ 85004

833-5691-0933

CONTACT: RAGHAVENDRA B

NPDES CONSTRUCTION ACTIVITIES PERMIT

ARIZONA DEPARTMENT OF ENVIRONMENTAL QUALITY

(ADEQ)

1110 W. WASHINGTON STREET

PHOENIX, AZ 85007

(602) 771-2300

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C-002

SWITCH CABINET PAD

SES (SERVICE ENTRANCE SECTION)

SES PAD

SES CABLES CONNECTION

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8.2

30' CONCRETE

ROADWAY

5' COVER PER

AS-BUILTS FROM

QCID.

CONTRACTOR

TO VERIFY

PRIOR TO

EXCAVATION

INSTALL 70 LF 60"

O-RING GASKET

CLASS V REINFORCED

CONCRETE PIPE

20'

INSTALL CONCRETE COLLAR -

MINIMUM 3,000 PSI

MINIMUM 18" BEYOND PIPE

DIAMETER AND 18" THICK

CENTERED ON PIPE JOINT. REFER

TO CU509 FOR DETAIL.

EXISTING 60" CIPP

IRRIGATION LINE

S=0.0049 FT/FT

20' 1.25" PRIVATE FORCE MAIN 36"

BELOW FG. PROVIDE CONCRETE

ENCASEMENT REFER TO 3/CU504

EXISTING

GROUND

FINISHED

GRADE

18" MIN.

0+00 0+50 1+00 1+50 1+75

INSTALL 65 LF 60" O-RING

GASKET CLASS V REINFORCED

CONCRETE PIPE

EXISTING 60" CIPP

IRRIGATION LINE

S=0.0049 FT/FT

25' ASPHALT

ROADWAY

5' COVER PER

AS-BUILTS FROM

QCID.

CONTRACTOR

TO VERIFY

PRIOR TO

EXCAVATION

EXISTING

GROUNDFINISHED

GRADE

20'

20' 8" PRIVATE WATER MAIN 48"

BELOW FG. PROVIDE CONCRETE

ENCASEMENT REFER TO 3/CU504

3" PRIVATE WATER MAIN 48"

BELOW FG. PROVIDE CONCRETE

ENCASEMENT REFER TO 3/CU504

INSTALL CONCRETE COLLAR -

MINIMUM 3,000 PSI

MINIMUM 18" BEYOND PIPE

DIAMETER AND 18" THICK

CENTERED ON PIPE JOINT. REFER

TO CU509 FOR DETAIL.

INSTALL CONCRETE COLLAR -

MINIMUM 3,000 PSI

MINIMUM 18" BEYOND PIPE

DIAMETER AND 18" THICK

CENTERED ON PIPE JOINT. REFER

TO CU509 FOR DETAIL.

US Army Corps of Engineers ®

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CU101

WEST MEP DRIVEWAY IRRIGATION LINE PROFILE (BID OPTION)

H.SCALE: 1"=20' / V.SCALE: 1"=2' 2

CU101

EAST MEP DRIVEWAY IRRIGATION LINE PROFILE (BASE BID)

H.SCALE: 1"=20' / V.SCALE: 1"=2'

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GENERAL NOTES

1. PRIOR TO CONSTRUCTION, REPLACEMENT OR REPAIR OF ANY STRUCTURE

OR FACILITY THAT ENCROACHES WITHIN A RECLAMATION (USBR) PIPELINE

OR CANAL RIGHT-OF-WAY; AN ADVANCE WARNING OF AT LEAST 48 HOURS

MUST BE GEORGE CAIRO ENGINEERING, INC. (GCE). PLEASE CONTACT THE

FOLLOWING: TOMAS ROSAS, GCE FIELD SERVICES MANAGER (602) 740-9636

2. PRIOR TO CONSTRUCTION OF ANY STRUCTURE OR FACILITY THAT

ENCROACHES WITHIN A USBR PIPELINE OR CANAL ROW, OTHER THAN AN

OVERHEAD CROSSING; A “POTHOLE EXCAVATION” SHOULD BE MADE TO

DETERMINE THE LOCATIONS OF ANY EXISTING QCID FACILITIES AND THEIR

APPURTENANT FEATURES THAT MAY BE AFFECTED. THE RESULTANT

ELEVATION INFORMATION SHOULD BE DELINEATED ON THE PROFILE VIEW

AND LABELED AS:

POTHOLED ELEVATION XX.X

SURFACE ELEVATION XX.X

3. POTHOLE EXCAVATION SHALL BE UTILIZED TO PREVENT EXCAVATION

DAMAGE TO IRRIGATION FACILITIES. AIR VACUUM EXCAVATION IS THE

ALLOWABLE METHOD FOR NON-DESTRUCTIVE EXPOSURE OF BURIED

IRRIGATION FACILITIES. IF AN ALTERNATIVE METHOD OF POTHOLING IS TO

BE UTILIZED, IT MUST BE APPROVED BY QCID PRIOR TO EXCAVATION.

4. CONSTRUCTION ACTIVITIES WILL BE MONITORED BY GCE ON BEHALF OF

QCID DURING CONSTRUCTION. THE CONTRACTOR IS REQUIRED TO NOTIFY

GCE AT LEAST 48 HOURS PRIOR TO; POTHOLE LOCATING OF THE EXISTING

QCID IRRIGATION PIPE, THE START OF EXCAVATION ACROSS USBR/QCID

RIGHT –OF-WAY , UTILITY INSTALLATIONS UNDER OR OVER USBR/QCID

RIGHT-OF-WAY AND CONNECTIONS BETWEEN QCID AND THE NEWLY

CONSTRUCTED FACILITIES.

5. THE CONTRACTOR SHALL PROTECT ALL QCID STRUCTURES, FACILITIES

AND RESOURCES FROM DAMAGE DURING CONSTRUCTION ACTIVITIES

OCCURRING NEAR OR WITHIN THE USBR/QCID RIGHT-OF-WAY.

6. THE POINTS WHERE THE PROPOSED UTILITY ENTER AND EXIT

RECLAMATION’S ROW SHOULD BE PLAINLY AND PERMANENTLY MARKED BY

SIGN POSTS EXTENDING 5 FEET ABOVE GRADE. APPLICANTS SHOULD

PROVIDE SIGN POSTS DIRECTLY ABOVE THEIR UTILITIES AND AT ALL ANGLE

POINTS WITHIN RECLAMATIONS ROW. THE DISTANCE BETWEEN ADJACENT

SIGN POSTS SHOULD NOT EXCEED 500 FEET. SIGN POSTS SHOULD

CONTAIN THE NAME OF THE OWNER/OPERATOR, CONTENTS OF THE

PIPELINE, UTILITY IDENTIFICATION, AND EMERGENCY CONTACT

TELEPHONE NUMBER. SIGN POSTS FOR ANGLE POINTS THAT LIE WITHIN

ROADS OR CANALS SHOULD BE OFFSET AND HAVE A REFERENCE NOTED.

THE LOCATION OF THE SIGN POSTS SHOULD BE SHOWN ON THE PLANS.

7. QCID AND ITS ASSIGNS ASSUMES NO LIABILITY FOR DAMAGE TO ANY

PORTION OF THE DEVELOPMENT PROJECT THAT ENCROACHES OR

CROSSES THE USBR/QCID RIGHT-OF-WAY IN THE COURSE OF ANY AND ALL

ACTIVITIES REQUIRED FOR MAINTAINING THE QCID FACILITIES.

REPLACEMENT OR REPAIR OF DEVELOPERS OR THIRD PARTY FACILITIES

AND/OR APPURTENANCES PACED WITHIN THE USBR/QCID RIGHT-OF-WAY

SHALL BE AT THE SOLE RESPONSIBILITY AND EXPENSE OF THE FACILITY

OWNER.

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2 CONCRETE PIPE COLLAR

NOT TO SCALE

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01_LEVEL

0' - 0"

02_LOW ROOF

15' - 0"

BOTTOM OF DECK

33' - 0"

02_LOW ROOF - HIGH

POINT

17' - 5 3/4"

03 - TOP OF CMU

36' - 0"

02_TOP OF CMU

19' - 4"

01_LEVEL

0' - 0"

BOTTOM OF DECK

33' - 0"

03 - TOP OF CMU

36' - 0"

02_TOP OF CMU

19' - 4"

LOCATION OF AIR BARRIER

TYPICAL

01_LEVEL

0' - 0"

BOTTOM OF DECK

33' - 0"

03 - TOP OF CMU

36' - 0"

02_TOP OF CMU

19' - 4"

US Army Corps of Engineers ®

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1/8" = 1'-0"

AE801

A1

AIR BARRIER BUILDING SECTION

1/8" = 1'-0"

AE801

K1

AIR BARRIER BUILDING SECTION

GENERAL SHEET NOTES

LEGEND

1. FOR AIR BARRIER SYSTEM REQUIREMENTS, SEE SPECIFICATIONS

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1/8" = 1'-0"E1

AIR BARRIER BUILDING SECTION

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