FERNANDO SILVA P THE SEAL APPEARING ON R ED R OENI GIST …€¦ · fernando silva x a i g e s f o...

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THE SEAL APPEARING ONTHIS DOCUMENT WASAUTHORIZED BY FERNANDOSILVA, P.E. 96157 ON JUNE 24,2020

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REVISIONSDESCRIPTION DATEBY APP. BC PROJECT NUMBER

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LINE IS 2 INCHESAT FULL SIZE

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EXTERNAL REFERENCE FILES

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153917ROBERTO R. BUSTAMANTE

WASTEWATERTREATMENT PLANT

RETURN FLOWSDIVERSION

EL PASO, TEXAS

FIRM REGISTRATION NO. F-21391200 GOLDEN KEY CIRCLE, SUITE 430 EL PASO, TEXAS 79925

(915) 545-4400 FAX (915) 543-9400www.brownandcaldwell.com

FERNANDO SILVA

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THE SEAL APPEARING ONTHIS DOCUMENT WASAUTHORIZED BY FERNANDOSILVA, P.E. 96157 ON JUNE 24,2020

LOCATION MAP

(SEE DWG C-101 FOR SECTION CUT)

(SEE DWG C-102 FOR SECTION)

VALVES

BUTTERFLY VALVE

GLOBE VALVE

DIAPHRAGM VALVE

GATE VALVE

GATE VALVE

PLUG VALVE

(NORMALLY OPEN)

(NORMALLY CLOSED)

BALL VALVE

(NORMALLY OPEN)

(NORMALLY CLOSED)

PLUG VALVE

BALL VALVE

(NORMALLY CLOSED)

(NORMALLY OPEN)

UTILITY DESIGNATIONS

OVERHEAD ELECTRICELECTRICOVERHEAD TELEPHONETELEPHONETV CABLEWATERSEWERFORCE MAINGASHIGH PRESSURE GASSTORM DRAINFIBER OPTIC CABLERECLAIMED WATERPETROLEUM

SECTION NUMBER

DRAWING ON WHICHSECTION WAS CUT

ARE IDENTIFIED BY LETTER RATHER THANSIMILAR MANNER EXCEPT THAT DETAILSDETAILS ARE CROSS-REFERENCED IN A

(2) ON DWG C-102 THIS SECTION IS IDENTIFIED

BY NUMBER.

(3)

2C-101

SECTION APPEARSDRAWING ON WHICH

SECTION NUMBER

SECTION CUTTING PLANE

SECTION AND DETAIL DESIGNATION

2C-102

(1) SECTION CUT ON DWG C-101

ABBREVIATIONS CIVIL

OHEE E

OHTT T

TVW

S SFMG

GHPSD

FOCRW

P P

PIPE MATERIAL DESIGNATIONS

ACCCCIDIHDPEPVCRCSCCWSVC

ASBESTOS CONCRETECONCRETE CYLINDERCAST IRONDUCTILE IRONHIGH DENSITY POLYETHYLENEPOLYVINYL CHLORIDEREINFORCED CONCRETESTEEL CYLINDER CONCRETEWELDED STEELVITRIFIED CLAY

CALL BEFORE YOU DIG1-800-DIG-TESS

℄ACACACAFFALUMAPPROXBLDGBMBOTBVCFCICLRCMPCMUCNTRCOLCONCCONTCPCSBCVRDEFLECTDIDIADIPDRDTLDWGDWLEEAEFELECELEV / ELEQESMTEWEXIST / EXFLFLRFRP

FTFTGFWGAGALVGVHDPE

HMAC

HORIZ / HHSS

HTIDIEININV

CENTELRINEACREAIR CONDITIONERASBESTOS CEMENTABOVE FINISHED FLOORALUMINUMAPPROXIMATEBUILDINGBENCHMARKBOTTOMBUTTERFLY VALVECUBIC FEETCAST IRONCLEARANCECUORRUGATED METAL PIPECONCRETE MASONRY UNITCENTERCOLUMNCONCRERECONTINUOUSCONTROL POINTCOMPACTED SUB-BASECOVERDEFLECTIONDUCTILE IRONDIAMETERDUCTILE IRON PIPEDRAINDETAILDRAWINGDOWELEAST / EASTINGEACHEACH FACEELECTRICALELEVATIONEQUALEASEMENTEACH WAYEXISTINGFLANGEFLOORFIBERGLASS REINFORCED

PIPEFEETFOOTINGFINISH WATERGAUGEGALVANIZEDGATE VALVEHIGH-DENSITY

POLYETHYLENE PIPEHOT MIX ASPHALT

CONCRETEHORIZONTALHOLLOW STRUCTURAL

SECTIONSHEIGHTINSIDE DIAMETERINVERT ELEVATIONINCHINVERT

LBLFMAGMAXMFRMHMINMJNNENONOMNWOCOD

OPNGPHPLPPPVC

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UTILVERT / VWW/

POUNDLINEAR FEETMAGNETICMAXIMUMMANUFACTURERMANHOLEMINIMUMMECHANICAL JOINTNORTH / NORTHINGNORTHEASTNUMBERNOMINALNORTHWESTON CENTEROUTSIDE

DIAMETEROPENINGPHASEPLATEPOWERPOLEPOLYVINYL

CHLORIDERADIUSROUGH OPENINGREINFORCED

CONCRETE PIPEREINFORCEMENTREQUIREDRIGHT OF WAYRAW SEWAGERETURN WATERSOUTHSLOPESTEEL CYLINDER

CONCRETE PIPESCHEDULESIMILARSPECIFICATIONSQUARESANITARY SEWERSTATIONSTANDARDSTEELTOP AND BOTTOMTO BE DETERMINEDTOP OFTYPICALUNLESS NOTED

OTHERWISEUTILITYVERTICALWEST / WATERWITH

F. SILVA

L. FORRISTER

F. SILVA

AND GENERAL SYMBOLSLOCATION MAP,

DESIGNATION SYSTEMS,

G-2

153917-G-002.dwg

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TREES, SHRUBS OR HEDGE

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PROJECT LOCATION

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GENERAL NOTES LIST OF UTILITIES AND AGENCIES

1. ALL EXISTING UTILITIES CURRENTLY IN SERVICE MUST REMAIN IN SERVICETHROUGHOUT CONSTRUCTION OF THE NEW LINE EXCEPT AS NOTED IN THEDRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTINGUTILITIES (INCLUDING SERVICE CONNECTIONS) FROM DAMAGE AS A RESULT OFCONSTRUCTION ACTIVITIES.

2. ALTHOUGH ALL EFFORTS HAVE BEEN MADE TO INDICATE ALL MAJOR EXISTINGUTILITIES ON PLANS, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATEAND PROTECT ALL SAID UTILITIES AS WELL AS SERVICE CONNECTIONS (WHETHEROR NOT INDICATED ON PLANS) PRIOR TO AND DURING CONSTRUCTION.

3. CONTRACTOR SHALL KEEP ALL DEBRIS AND SPOIL OUT OF DRAINS, CULVERTS, ANDDROP INLETS AND ENSURE THAT THEY DO NOT BECOME CLOGGED AS A RESULT OFCONSTRUCTION ACTIVITIES.

4. DEMOLITION OF EXISTING METERING STATION:· IF SLUDGE IS ENCOUNTERED DURING DEMOLITION, CONTRACTOR SHALL

COORDINATE WITH EPWATER (PLANT SUPERINTENDENT) FOR REMOVAL.· PROOF OF MATERIAL DISPOSAL (DEMOLITION DEBRIS) SHALL BE PROVIDED.· NO MATERIAL SHALL BE SALVAGED.· CONTRACTOR SHALL OBTAIN A DEMOLITION PERMIT FROM THE CITY OF EL PASO.

5. EXISTING STRUCTURES AND UTILITY LOCATIONS WERE OBTAINED FROM SURVEYSAND OWNER'S AS-BUILT INFORMATION. UNDER GROUND LOCATIONS, SIZE ANDELEVATIONS MAY VARY FROM LOCATIONS SHOWN. CONTRACTOR SHALL VERIFYLOCATION OF EXISTING UTILITY LINES BY POTHOLING AND/OR OTHER METHODS ATLEAST TWO (2) WEEKS AHEAD OF PIPE LAYING CREWS TO ALLOW THE ENGINEER AREASONABLE AMOUNT OF TIME TO INITIATE ANY NECESSARY CHANGES INALIGNMENT AND/OR GRADE OF PIPELINE.

6. MANHOLE COORDINATES SHOWN ARE TO CENTER OF MANHOLE.

7. CONTRACTOR SHALL KEEP ALL ADJACENT STRUCTURES AND FACILITIES ALONG THEPROJECT ROUTE UNDISTURBED TO THE MAXIMUM EXTENT POSSIBLE. IF AREAS AREDISTURBED, CONTRACTOR SHALL RESTORE THEM TO THEIR ORIGINAL CONDITION.

8. THE CONTRACTOR SHALL COMPLY WITH ALL OCCUPATIONAL SAFETY AND HEALTHADMINISTRATION REGULATIONS.

9. CONTRACTOR SHALL RESTORE EXISTING DRAINAGE PATTERNS ON UNPAVEDROADS, EASEMENTS AND OTHER UNIMPROVED AREAS AFFECTED BY CONSTRUCTIONUNLESS OTHERWISE NOTED ON THE PLANS.

ROBERTO BUSTAMANTE WASTEWATER TREATMENT PLANTMartin Ortiz, Plant Superintendent - (915) 594-5701Art Hernandez, Asst. Plant Superintendent - (915) 594-5702Joe Rios, Asst. Plant Superintendent - (915) 594-5703

EL PASO WATER (EPWATER)(915) 594-5609Robert Ortega, Project Manager

(915) 594-5560Ivan Hernandez, Construction Manager

CITY OF EL PASO ENVIRONMENTAL SERVICES(915) 212-6000

CITY OF EL PASO ONE STOP SHOP(915) 212-0104

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EL PASO, TEXAS



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THE SEAL APPEARING ONTHIS DOCUMENT WASAUTHORIZED BY FERNANDOSILVA, P.E. 96157 ON JUNE 24,2020F. SILVA

L. FORRISTER

F. SILVA

UTILITY CONTACT LISTGENERAL NOTES AND

G-3

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SANITARY SEWERRIM=3652.1024"PVC INV=40.70 N12" CLAY INV=42.42 E24" PVC INV=40.55 S

SANITARY SEWERRIM=3651.07

24" RCP INV=38.64 E12"PVC INV=40.67 NW6" PVC INV=46.79 NW24" PVC INV=38.59 W

4" PVC INV=49.47 S

SANITARY SEWERRIM=3652.4412"PVC INV=47.37 W8" PVC INV=42.15 S36" PVC INV=38.39 E24" RCP INV=38.51 N


6" CLAY INV=43.99 N6" CLAY INV=46.68 NE

6" CLAY INV=43.97 S


6" CLAY INV=43.97 N6" CLAY INV=44.00 E

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YSLETA GRANTBLOCK 53

OWNER: CITY OF EL PASOA PORTION OF LOT 17

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EL PASO, TEXAS



FERNANDO SILVA

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L. FORRISTER

F. SILVA

AND SURVEY CONTROL - 1EXISTING SITE PLAN

V-1

153917-V-001.dwg

HORIZ. SCALE IN FEET

0 20 40PLANSCALE: 1" = 20'-0"

CP#1

SURVEY NOTES:1. BEARING BASIS IS US STATE PLANE 1983 NEW

MEXICO CENTRAL 3002 AS DERIVED USING GPSMETHODS VIA RTK NETWORK ESTABLISHWESTERN DATA, EL PASO ISLAND, AND ALLDISTANCES SHOWN ARE REPRESENTED IN U,S,SURVEY FEET AND SCALED TO GROUND.

2. VERTICAL DATUM IS CITY DATUM BASED ON 24"SEWER PIPE INVERT, EL=3638.51.

3. UNDERGROUND UTILITY LOCATIONS AREAPPROXIMATED BY ON SITE INFORMATION ANDRECORD INFORMATION.

4. DESIGN SURVEY WAS CONDUCTED IN MARCH26, 2020 BY PRECISION LAND SURVEYORS.

SURVEY CONTROLNO NORTHING EASTING ELEVATION DESCRIPTION

CP#1 10613691.95 435002.14 3648.18 FOUND 1/2" REBAR W/ CAP "B&B CONTROL"CP#2 10613914.10 435011.45 3652.16 FOUND X TBM7

PRECISION LAND SURVEYORS10441 VALLE DE ORO DR.

EL PASO, TEXAS 79927(915)222-5227 - (575)640-0474

PRECISION LAND SURVEYORS

STORMWATER RETENTION POND

LOWER VALLEYMETERING STATION

J-BOX A

INFLUENT METERING STATION

OLD HEADWORKS

ADDRESS:10001 SOUTHSIDE RD, EL PASO, TEXAS 79927

LEGAL DESCRIPTION:53 YSLETA TR 15 (23.83 AC) & TR 16 (22.69 AC) &TR 17 (20.7955 AC) (67.3155 AC)

ZONING:R-F SP

CP#2

MATCHLINE -SEE DWG V-2

ODOR CONTROLTOWER

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WO

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SANITARY SEWERRIM=3656.7424"PVC INV=40.26 NE6" PVC INV=43.99 NW4" PVC INV=47.34 W24" PVC INV=40.28 S

SANITARY SEWERRIM=3655.4918"PVC INV=40.49 N6" PVC INV=51.29 W18" PVC INV=40.54 S


6" PVC INV=52.52 S6" PVC INV=52.53 N


6"PVC INV=54.62 E6" PVC INV=54.60 N


6"PVC INV=48.45 N6" PVC INV=49.92 E6" PVC INV=44.86 S

FF=3657.91

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DESIGNED:

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EL PASO, TEXAS



FERNANDO SILVA

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FOR

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96157

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RETG I S

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L. FORRISTER

F. SILVA

AND SURVEY CONTROL - 2EXISTING SITE PLAN

V-2

153917-V-001.dwg


0 20 40PLANSCALE: 1" = 20'-0"

SURVEY NOTES:1. BEARING BASIS IS US STATE PLANE 1983 NEW

MEXICO CENTRAL 3002 AS DERIVED USING GPSMETHODS VIA RTK NETWORK ESTABLISHWESTERN DATA, EL PASO ISLAND, AND ALLDISTANCES SHOWN ARE REPRESENTED IN U,S,SURVEY FEET AND SCALED TO GROUND.

2. VERTICAL DATUM IS CITY DATUM BASED ON 24"SEWER PIPE INVERT, EL=3638.51.

3. UNDERGROUND UTILITY LOCATIONS AREAPPROXIMATED BY ON SITE INFORMATION ANDRECORD INFORMATION.

4. DESIGN SURVEY WAS CONDUCTED IN MARCH26, 2020 BY PRECISION LAND SURVEYORS.

SURVEY CONTROLNO NORTHING EASTING ELEVATION DESCRIPTION

CP#3 10614105.83 435068.69 BM-5 NW BUILDING CORNER OF HEADWORKS

CP#4 10615381.32 435381.32FOUND NAIL WITH SHINER "B&B CONTROL"(NOT SHOWN)

PRECISION LAND SURVEYORS10441 VALLE DE ORO DR.

EL PASO, TEXAS 79927(915)222-5227 - (575)640-0474

PRECISION LAND SURVEYORS

ADDRESS:10001 SOUTHSIDE RD, EL PASO, TEXAS 79927

LEGAL DESCRIPTION:53 YSLETA TR 15 (23.83 AC) & TR 16 (22.69 AC) &TR 17 (20.7955 AC) (67.3155 AC)

ZONING:R-F SP

CP#3PLANT

AIR/ODORCONTROL

BLDG

MATCHLINE -SEE DWG V-1

OLD HEADWORKS

WET WELL ANDHEADWORKS

AutoCAD SHX TextH

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1. THE HEIGHT AND THE SUPPORT OF THE VERTICAL SECTION SHALL BE DETERMINED BY THECONTRACTOR AS REQUIRED FOR THE PROTECTION OF ADJACENT PROPERTIES ANDIMPROVEMENTS.

2. TRENCH SAFETY SYSTEM PLAN SHALL BE DESIGNED AND APPROVED AS PER SECTION 31 41 00WITHIN 15 DAYS AFTER NOTICE OF AWARD.

3. ELEVATIONS GIVEN FOR EXISTING PIPES ARE BASED ON "AS-BUILT" INFORMATION AVAILABLEAND ARE TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BERESPONSIBLE FOR SUPPORTING ALL EXISTING UTILITIES, WHETHER IDENTIFIED ORUNIDENTIFIED ON THE DRAWINGS.

TRENCHING GENERAL NOTES FOR DETAILS A AND B:

CASE III

CASE II. SEWER MAIN PARALLEL WATER MAIN

CASE III. WATER MAIN CROSSING SEWER MAIN

CASE I. WATER MAIN PARALLEL TO SEWER MAIN

10' MIN

CASE I

2' MIN

FINISHED GRADE

2' MIN

FINISHED GRADE

10' MIN

CASE II

2' MIN

FINISHED GRADE

NEW WATERMAIN

NEW SEWERMAIN

NEW WATERMAIN

EXISTINGSEWER MAIN

EXISTINGWATER MAIN

SEPARATION DISTANCE ACCORDING TO TCEQSTANDARD REQUIREMENTS.

IF LEAKAGE IS FOUND, CONTACT EPWATER.

SEPARATION DISTANCE SHALL BE DETERMINEDACCORDING TO THE FOLLOWING CONDITIONS:

1.

2.

LOCATION - WATER ABOVE SEWEREXISTING SEWER MATERIALS - CI, DI,PVC, CLAY OR CONCRETE

a.b.

LOCATION - WATER BELOW SEWEREXISTING SEWER MATERIALS - CLAY,CONCRETE OR PLASTIC COMPOSITE

LOCATION - WATER BELOW SEWEREXISTING SEWER MATERIALS - CLAY,CONCRETE OR PLASTIC COMPOSITEENCASE PIPE IN STEEL PIPE A LENGTHOF 20' CENTERED ON THE CROSSING

b.a.

b.a.

c.

NOTES:

CASE IV

2' MIN

FINISHED GRADE

NEW WATER MAIN

EXISTINGSEWER MAIN

NEW SEWERMAIN

SECTION

Bd(TYP)

NEW CONCRETE PAVEMENT SHALL MATCH EXISTING THICKNESS (2" MINIMUM).

CONTRACTOR SHALL REPLACE ENTIRE WIDTH OF PAVEMENT IF MORE THAN HALF OFTHE EXISTING PAVED STREET IS DAMAGED.

REPLACE AND COMPACT THE 12 INCH BASE COURSE ROAD BASE TO 95% DENSITY.

D (TY

P)

1.

2.

3.

W(TYP)

12" BASECOURSE

A

SAW CUT

12" MIN (TYP)

VARIES

Bt (TYP)

SIDE SLOPE TO BE DETERMINEDBY SOIL CONDITIONSVARIES

SAW CUT

EXISTING PAVEMENT

12"

TRENCH WIDTHAS NOTED ON PLANS

2'-0" 2'-0"

NEW PAVEMENT

TRENCH WIDTH

PLAN

NOTES:

Bc (TYP)

TRACER WIRE

B

C

PIPEEMBEDMENTZONE

SHEETING OR SHORINGAS REQUIRED(TYP)

D (TY

P)

A

W(TYP)

Bt (TYP)

VARIES

12" MIN (TYP)

(TYP)W

D (TY

P)

A

VARIES

(TYP)

EXISTING GRADE

Bt (TYP)

VARIES

12" MIN (TYP)

SIDE SLOPE TO BEDETERMINED BY SOILCONDITIONS

VARIES

EXISTING BASECOURSE/ROAD BASE

Bd

Bd

TRENCH WIDTHAS NOTED ON PLANS

SUBSEQUENT BACKFILL COMPACTED IN 8" LAYERS TO 95% AS PER ASTM D1556 INEPWATER PROPERTY, SEE TABLE A, SPEC SECTION 31 23 00

PIPE LOCATOR FOR NON-METALLIC PIPE INSTALLATIONS

PIPE WARNING TAPE REQUIRED FOR ALL PIPE INSTALLATIONS

TRENCHING CONSTRUCTION KEY NOTES:

A

B

C

Bd = WIDTH FROM BOTTOM TO 12" ABOVE PIPE

W = CLEARANCE TO WALL, EXCLUDING SHEETING,I.E. TO EARTH

D = PIPE INSIDE DIAMETER, I.E. NOMINAL PIPE SIZE

Bc = PIPE OUTSIDE DIAMETER

Bt = DEPTH OF BEDDING FROM INVERT OF PIPE TO BOTTOM OF TRENCH

W MIN,IN.IN.

D,IN.

Bd MAX,IN.

Bt MIN.

Bc (TYP)

Bc (TYP)

TRACER WIRE

TRACER WIRE

B

C

C

12"-18"

B

PIPEEMBEDMENTZONE

PIPEEMBEDMENTZONE

TYPICAL TRENCH LIMITATIONS:

TRENCH WIDTH AS NOTED ON PLANS OR ASREQUIRED BY FIELD CONDITIONS

12"-18"

3.

CONCRETE ENCASEMENT SHALL BE USED WHEREWATERLINE OR SEWER LINE ARE INSTALLEDWITHIN 2 FOOT VERTICAL SEPARATION.

4.

(SELECT BEDDINGCOMPACTED TO 95%AS PER ASTM D1557.)

(SELECT BEDDINGCOMPACTED TO 95%AS PER ASTM D1557.)

SAW CUT SAW CUT

CASE IV. WATER MAIN CROSSING SEWER MAINLOCATION - SEWER BELOW WATERSEWER MATERIALS - CI, DI OR PVC, MINIMUM PRESSURERATING OF 150 PSI, IF REPLACED

b.a.

> 48" 18 Bc+48 6

REV.ZONE

REVISIONS

DESCRIPTION DATEBY APP. BC PROJECT NUMBER

FILENAME

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EL PASO, TEXAS



FERNANDO SILVA

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F. SILVA

PIPE SEPARATION DETAILSTRENCHING AND

C-1

153917-C-001.dwg

DETAIL

SEPARATION DISTANCE BETWEENWATER AND SEWER PIPELINES

C

TYP

SCALE: NONE

DETAIL

TRENCHING DETAILS(WITH PAVEMENT)

B

TYP

SCALE: NONE

DETAIL

TRENCHING DETAILS(WITHOUT PAVEMENT)

A

TYP

SCALE: NONE

AutoCAD SHX TextC

AutoCAD SHX TextL

AutoCAD SHX TextC

AutoCAD SHX TextL

AutoCAD SHX TextC

AutoCAD SHX TextL

REV.ZONE

REVISIONS


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AD\0

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153917-Tblock.dwg


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DRAWN:

CHECKED:

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lforri

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DESIGNED:

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B




EL PASO, TEXAS



FERNANDO SILVA

XA

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96157

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F. SILVA

DETAILS - 1MANHOLE

C-2

153917-C-002.dwg

OPTIONAL EXTENDEDBASE SLAB

MANHOLE RINGAND COVER

GRADE RINGS

CONEPLAN

FINISH GRADERING AND COVER

PIPE

GRANULAR BEDDING ANDFOUNDATION AS REQ'D

#5 FIBERGLASSREBAR MAT

FACTORY CASE MONOLITHICFLOW CHANNEL

PIPE CONNECTIONSAS REQ'D

30"Ø

NOTES:1. MANHOLE DESIGN PER ARMOROCK.

RISER SECTION

POLYMER GRADERING OR PRO-RING

AS REQ'D

AS REQ'D

36"

"A"

OPTIONAL EXTENDEDBASE SLAB

MIN

IMIZ

E N

O O

F SE

CTI

ON

STO

RED

UC

E N

O O

F JT

S

POLYMER MONOLITHIC MANHOLE SPECIFICATIONS

MH"A"

MANHOLEI.D. (IN)

RISER TYPE LID TYPEWALL

THICKNESS(IN)

APPROXHEIGHT

(FT)NOTES

MH-1 72 ECCENTRIC RING AND COVER 3 13 DROP CONNECTIONMH-2 72 ECCENTRIC RING AND COVER 3 14 DROP CONNECTIONMH-3 60 ECCENTRIC RING AND COVER 2 12 DROP CONNECTIONMH-4 72 FLAT TOP ACCESS HATCH 3 12 SEE A/C-3MH-5 72 ECCENTRIC RING AND COVER 2 13

STACK UPJOINT DETAIL

"C"

"A"

"B"

BUTYL MASTIC

THREADED LIFTING INSERT

BUTYL MASTIC

RUBBER GASKET

DETAIL

POLYMER MONOLITHICMANHOLE

A

TYP

SCALE: NONE

DETAIL

POLYMER MANHOLEJOINT

B

TYP

SCALE: NONE

POLYMER MANHOLE SPECIFICATIONS

"A"MANHOLE

I.D. (IN)

"B"BARRELO.D. (IN)

"C"BELL

O.D. (IN)

WALLTHICKNESS

(IN)

60 64 68 3/4 2

72 78 84 7/8 3

B

THIS DWG

DETAIL

RING AND COVERC

TYP

SCALE: NONE

C

THIS DWG

GENERAL NOTES:

5/8"1 1/4"

REINFORCING RIBS

CAST IRON

SQUARES5/8" SPACE BTW.1" SQUARES

DCBA

SEITILITURETAW

OS

APL

E

DRAO

BECIVRES

CILBUP

MANHOLE COVER (TOP VIEW) MANHOLE COVER (BOTTOM VIEW)

LIFTING NOTCH

1/2"

SLOT

1/2" 9/16"

MATCHING SURFACES MARKED "MF" TO BE FINISHEDOF ANY IRREGULATIES THAT WOULD PREVENT A SNUGFIT.

CASTING TO BE SMOOTH & VOID OF AIR HOLES.

1.

2.

3/16

"1

1/8"

A

E E

A

B

C

D

E

F

WEIGHT

MANHOLEREF.

33"

313 4"

3112"

30"

3912"5

8"

205 lbs.

RINGALL TYPES

MANHOLECOVER

MF MF

1 1/2"LIFTINGNOTCH

3/16" RAISEDLETTERING 28

34"

243 8"

217 8"

-

-

200 lbs.

COVERALL TYPES

313 8"

3 1/

8"

2 1/

8"3/

4"

1"3/16"

1 5/16"5/8"

1/4"

LIFTINGNOTCH

MFREINFORCINGRIBS

6 3/4"5 1/2"

D

E

5"

4 1/

2"3/

4" 4 3/4"

2 13

/16"

2 3/

16"

1/8"

3 1/4" ABFC

1 1/2"MANHOLERING

SECTION 1--SCALE: NONE

1

--

C

THIS DWG

REV.ZONE


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wg

153917-Tblock.dwg


109

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DRAWN:

CHECKED:

APPROVED:

A

lforri

ster

DESIGNED:

CHECKED:

B




EL PASO, TEXAS



FERNANDO SILVA

XA

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96157

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F. SILVA

DETAILS - 2MANHOLE

C-3

153917-C-003.dwg

1. DROP CONNECTION SHOWN IS FOR 12" INFLUENT PIPE. FOR LARGER SIZE COLLECTOR LINE, MANHOLE SIZE SHALL BEINCREASED AS NECESSARY TO PROVIDE ADEQUATE CLEARANCE BETWEEN MANHOLE WALL & DROP CONNECTION PIPING ANDSHALL ACCOMMODATE THE EPWU'S CONFINED SPACE ENTRY PERMIT PROGRAM.

2. VERIFY MANHOLE STRUCTURAL INTEGRITY (I.E. BRICK TYPE MANHOLES) PRIOR TO INSTALLATION OF ANCHOR STRAPS &EXPANSION BOLTS (SEE NOTES "C" & "F" BELOW)

3. ANCHOR STRAPS & BOLTS SHALL HAVE ONE HEAVY COAT OF POLYAMIDE CURED COAL TAR EPOXY TO PREVENT CORROSION.

4. DROP CONNECTION TO BE CONSTRUCTED WHEN INVERT ELEVATION OF INFLUENT PIPE IS 3 FEET (OR GREATER) ABOVE THEMANHOLE INVERT.

PIPE OPENINGS IN MANHOLE RISERS SHALL HAVE COMPRESSION TYPE FLEXIBLE PIPE TO MANHOLE CONNECTORS(A.S.T.M.- C923) "KOR-N-SEAL" OR APPROVED EQUAL.

POLYMER MONOLITHIC MANHOLE, SEE A/C-2

1/2" STAINLESS STEEL EXPANSION BOLT TO HAVE 2" MIN ANCHORAGE INTO MANHOLE

8" RETURN WATER PIPE

8"-90° BEND (PVC)

2" WIDE x 3/16" THICK STAINLESS STEEL (T316) STRAP @ 4' OC (AS REQUIRED)

8" PVC PIPE (SDR 35)

8"x8" PVC TEE

USE GROUT TO FORM A SMOOTH CHANNEL TO MANHOLE INVERT

NOTES:

3

1

2

KEY NOTES:

4

5

(FOR ELECTRICAL DIAGRAM & ENLARGEMENT SEE DWG __)

1

2

3

4

5

MANHOLE WALL

DETAIL

FLO-DAR SVS METERB

TYP

SCALE: NONE

SECTION 1--SCALE: NONE

HATCH PLAN

SIDE VIEW

DETAIL

MASTER METER MANHOLEA

TYP

SCALE: NONEDETAIL

DROP CONNECTIONSEWER MANHOLE

C

TYP

SCALE: NONE

NOTES:

CONSTRUCTION KEYNOTES: A

B

C

D

E

F

G

H

I

1. THE MANHOLE SHALL BE SIMILAR TO THE POLYMER MONOLITHIC MANHOLE; SEE A/C-2.

2. THE CONICAL SECTIONS SHALL BE CONCENTRIC AND SHALL BE ADAPTED TO THE RING AT ONE END AND CAST IRON FRAME AT THE OTHER.

3. CONCRETE LID SHALL BE SIZED ACCORDING TO THE MANHOLE DIAMETER.

4. PROVIDE A KOR-N-SEAL OR EQUAL FLEXIBLE WATERTIGHT RUBBER BOOT. MORTAR AROUND ALL OF PIPE WITH NON-SHRINK GROUT.

5. EXTERIOR OF MANHOLE SHALL BE COATED WITH COAL TAR EPOXY 20 MILS THICK.

6. INTERIOR OF MANHOLE SHALL BE COATED PER SPECIFICATION SECTION 09880.

7. WATERSTOP TO BE PROVIDED BY PRECAST MANHOLE MANUFACTURER.

8. 3'x3' DOUBLE LEAF ACCESS HATCH. HATCH SHALL BE BILCO JD-AL, H-20 LOAD OR EQUAL.

9. GROUT SHALL BE PLACED TO FORM A U-SHAPED TRENCH THROUGH THE MANHOLE. THE SIDES OF THE U-SHAPED TRENCH SHALL EXTEND TO THE TOP OF THE PIPE.

ULTRASONIC LEVEL SENSOR

RADAR BASED VELOCITY SENSOR

ELECTROMAGNETIC SURCHARGE VELOCITY SENSOR

PERMANENT SENSOR WALL MOUNT SHALL BE COATED PERSPEC. SECTION 09880.

BALE WITH LOCKING SLIDES

BB

B

H

DA

C

F

G

EI

SECTION A-A

SECTION B-B

I

AD

C

FB

AA7.75

3.56

3

2

2

B

C-2

SEE NOTE 7

6" MIN (TYP)

SEE NOTE 4

SEE NOTE 5

B

THIS DWG

12" MIN

SEE NOTE 9

SEC

TIO

NS

AS R

EQ'D

SEC

TIO

NSE

E N

OTE

2

4'-0

" MIN

SEE NOTE 6

72"

SEE NOTE 8SEE NOTE 3

6"

3'-3"

3'-3

"

7'-0" (TYP)

1

--

SEE NOTE 8

REV.ZONE

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153917-Tblock.dwg


109

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DRAWN:

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APPROVED:

A

lforri

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DESIGNED:

CHECKED:

B




EL PASO, TEXAS



FERNANDO SILVA

XA

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96157

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F. SILVA

DETAILSMISCELLANEOUS

C-4

153917-C-004.dwg

DETAIL

PIPE PENETRATION FOR EXISTINGCONCRETE PIPE

A

TYP

SCALE: NONE

6" SCH 40 STEEL PIPE,FILLED WITH CONCRETE(PAINT SAFETY CHROMEYELLOW, UNLESSOTHERWISE SPECIFIED)

1" CROWN

3000 PSI CONCRETE

FINISH GRADE

CAP WITH CONCRETE

1. BOLLARDS TO BE PLACED ON A CASE BY CASE BASIS.

2. BOLLARDS SHALL BE PAINTED SAFETY / CHROME YELLOW,SHERWIN WILLIAMS INDUSTRIAL AND MARINE COATINGS,INDUSTRIAL ENAMEL "ALKYD COATING" NUMBER B54 Y 37 /617-7042, OR EQUAL.

NOTES:

6"30

"48

"

1'-6"ØMIN

DETAIL

PIPE BOLLARDB

TYP

SCALE: NONE

DETAIL

TYPICAL CONCRETEDRIVEWAY SECTION

C

TYP

SCALE: 1"=5'-0"

2

8" THICK COMPACTEDSELECT FILL SUBGRADE

6" THICK CLASS ACONC (4000 PSI)

S=2% MAX

#4 BARS CONT@12" O.C, E.W.

1

KEY NOTES:

1 CONCRETE ROADWAY, 6" CONCRETE WITH #4 @12" OC, EW OR TO MATCH EXISTING

EXPANSION JOINT FILLER SHALL BE 1/2" BITUMINOUS TYPE PREFORMED AASHTO M-33. SEE SPECIFICATIONS.

CONCRETE CURB TO MATCH EXISTING; SEE DETAIL D, THIS DWG, FOR TYPICAL

2

3

CONCRETE DRIVEWAY, SEE DETAIL C, THIS DWG

1. MATCH HEIGHT OF EXISTING CURB.

2. PROVIDE 1/8" x 1/2" DEEP JOINT EVERY 10 FEET AND FULL JOINT WITH PREFORMEDJOINT FILLER EVERY 20 FEET.

3. CONCRETE SHALL BE 3000 PSI MINIMUM.

4. WHEN REPLACING HEADER CURB, REMOVE TO NEAREST JOINT (10 FOOT MINIMUM).

6"12

"

NOTES:

DETAIL

TYPICAL CONCRETEHEADER CURB

D

TYP

SCALE: NONE

12" THICK COMPACTED SELECT FILL,95% COMPACTION PER ASTM D1557

4" THICK COMPACTEDCRUSHED STONE BASE

(2) #4 REBAR

3

2" CLR BETWEEN PIPE AND #5REBAR AND BETWEEN REBARAND OUTSIDE OF CONC18" PVC

18" PVC

3000 PSI CONC

#5 REBAR DRILLED5" INTO CONC WALL

108" PIPE WALL

108" PIPE

10"

XXXXXXXXX X X

X

X

X

X

X

X

X

X

X


X

X

XX

X

S

S

S

S

S

S

S S

S

SSSSSS

SS

S

SSS

SS

S

S

S

S

SS

S

S

S

S

GP

GPGP

GP

GP

GP

GP

GP GP

GP

GP

GP

GP

GPGPGPGPGP

GP GP

GP

GP

GPGPGP

GP

GP

GPGP

GP

GP

GPGP

GPGP

GPGP

GP

GP

GP

GP

GP

GP

GPGP

GP

GP

GPGP

GP

GP

GP

GP

GP

GP

GP

GP

GP

GP

VENT

VENT

VENT

VENT

VENT

GV

GVGV

GV

PP

PP

PP

PP

PP

PP

PP

PP

EB EB

EB EB

EB EB

EB

EB

EB

EB

EB

EB

EB EMEM

SP

CO

PB PB PB

PB

PB

CATH.

S

S

AC WW

WWW

WW

W W W W W W W W W W

W

W

W

W W W W W W

G G G G

WW

W

WW

G

W W

W

WW

EE

EE

EE

EE

EE

E E E E E E E E

EE

EE

EE

EE

EE

E

E

E

E

E

EE

EE

EE

EE

EE

E

E

E

E

E

E

E

E

E

E E E E E

EE

EE

EE

E

RW

RW

RW

RW

RW

S

EE

EE

E

0+00

1+002+00

SSSSSS

SS

SS

MMSS

EX 24

" SS

EX

12" S

S

EX 6" SS

EX 24" SS 18" SS

MH-1 (72") EX 6" SS

MH-2 (72")

MH-3 (60")

18" SS

EX

8" R

W

EX SSMH-1 (48"∅)N = 10613719.70E = 435005.206" INV OUT (NE) = 3643.976" INV OUT (NW) = 3644.00 MH-4 (METER)

MH-5 (72")


REV.ZONE

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153917-Tblock.dwg V-SITE.dwg X-SITE-BUST.dwg C-SITE.dwg X-DTLS.dwg X-DTLS.dwg


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DRAWN:

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APPROVED:

A

lforri

ster

DESIGNED:

CHECKED:

B




EL PASO, TEXAS



FERNANDO SILVA

XA

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FOR

P

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96157

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F. SILVA

SITE PLANOVERALL

C-100

153917-C-100.dwg


0 20 40PLANSCALE: 1" = 20'-0"

SEE DWG C-101 FORPLAN AND PROFILE

EX 108" RS

EX 72" RSMESA DRAIN VALLEYINTERCEPTOR PH 1

EX 48" RSLOWER VALLEYINTERCEPTOR

EX 60" RSMESA DRAININTERCEPTOR

OLD HEADWORKS

EX INFLUENTMETERINGSTATION

EX LOWER VALLEYMETERING STATION

EX J-BOX A

EX WET WELL

EX HEADWORKS

EX STORMWATER RETENTION POND

EX 108" RS

GENERAL NOTES:1. SEE C-102 FOR SEQUENCING.

KEY NOTES:POLYMER MONOLITHIC MANHOLE, SEE A/C-2

MASTER METER, SEE A/C-3

SEE DWG C-110 FOR ENLARGED PLAN

CONTRACTOR TO CONFIRM LOCATION AND DEPTHOF EXISTING 8" RW

DROP CONNECTION, SEE C/C-3

18" 45° VERT BEND (DOWN)

CONNECT TO EXISTING 108" RS

1

2

3

4

1

1

1

2

5

5

5

4

3

3

3

EX 60" RS (ABANDONED)

5

EX ELECTRICALDUCT BANK

EX ODOR CONTROLTOWER SLAB

EX TANK

6

67

7

1 3

AutoCAD SHX TextD

AutoCAD SHX TextY

AutoCAD SHX TextH

AutoCAD SHX TextWV

X

X

X

XXXXXXXXX

S

SS

S S S S

SS

S S

SS

S

S

GPGP

GP GP

GPGP

GP

GP

GP

GP

GP

GP

GPGP

GP

GP

GPGP

GP

GP

GP

GP

GP

GP

GP

GP

GP

VENT

VENT

PP

PP

PP

PP

EB

EB

EB

EB

EBEMEM

SP

WW

WWWWWWW

WWWWEEEEE

EE

E

E

E

E

E

E

E

EEE

RW

RW

EE

0+00

1+00 2+00

SS

SS SS

SS

MM SS

MH-1 (72")STA = 0+10.00N = 10613865.52E = 435239.04

MH-2 (72")STA = 1+09.41N = 10613816.52E = 435152.55

MH-3 (60")STA = 1+52.93N = 10613794.44E = 435115.04

EX 24

" SS

EX 6" SS

EX 24" SS

EX

12" S

S

MH-4 (METER)STA = 1+72.43N = 10613785.67E = 435097.62

18" 45° BEND (DWN)STA = 2+00.36N = 10613773.10E = 435072.68

18" 45° BEND (DWN)STA = 1+97.41N = 10613774.43E = 435075.32

MH-5 (72")STA = 1+82.00N = 10613781.36E = 435089.08

3620

3625

3630

3635

3640

3645

3650

3655

3660

3620

3625

3630

3635

3640

3645

3650

3655

3660

-0+50 0+00 0+50 1+00 1+50 2+00 2+50

MH

-2 (7

2")

EX 2

4" S

S IN

V IN

= 3

638.

54 N

EEX

6" S

S IN

V IN

= 3

642.

15 S

18" S

S IN

V O

UT

= 36

38.5

4 SW

STA

= 1+

09.4

1R

IM E

L =

3652

.00

18" SSS=0.11%

MH

-1 (7

2")

EX 2

4" S

S IN

V IN

= 3

638.

64 N

EX 1

2" S

S IN

V IN

= 3

640.

67 N

WEX

6" S

S IN

V IN

= 3

646.

79 W

2" D

R IN

V IN

= 3

648.

49 S

E2"

CH

LOR

INE

INV

IN =

364

8.49

NE

4" D

R IN

V IN

= 3

648.

00 N

EX 2

4" S

S IN

V O

UT

= 36

38.5

9 SW

STA

= 0+

10.0

0R

IM E

L =

3651

.51

EX 24" SSS=0.05%

MH

-3 (6

0")

18" S

S IN

V IN

= 3

638.

49 N

EEX

8" R

W IN

V IN

= 3

643.

02 W

18" S

S IN

V O

UT

= 36

38.4

9 SW

STA

= 1+

52.9

3R

IM E

L =

3650

.35

18" SSS=0.11%EX 24" SS

APPROX EX GRADEAT PIPE CENTERLINE

EX W

EX ELEC

EX 60" RS

18" SSS=0.11%

18" SSS=100.00%

MH

-4 (M

ETER

)

18" I

NV

IN =

363

8.47

18" I

NV

OU

T =

3638

.47

STA

= 1+

72.4

3

CONNECT TO EX 108" RSSTA = 2+00.36EX 108" RS INV = 3624.19

18" 45° BEND (DWN)STA = 1+97.41INV = 3638.44

2" CHLORINE(TO BE REMOVED)

2" LINE FROMLOWER VALLEYMETERING STATION

4" UNKNOWN

MH

-5 (7

2")

18" S

S IN

V IN

= 3

638.

46 N

E18

" SS

INV

OU

T =

3638

.46

SW

STA

= 1+

82.0

0R

IM E

L =

3650

.38

18" SSS=0.06%

18" 45° BEND (DWN)STA = 2+00.36INV = 3636.25


REV.ZONE

REVISIONS


FILENAME

DRAWING NUMBER

Jun

24,

202

0 - 1

1:22

am\\B

CEL

PFP0

1\pr

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\Bus

tam

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\153

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Des

ign\

__BI

M\0

3-Au

toC

AD\0

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ivil3

D\0

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\C-C

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01.d

wg



109

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DRAWN:

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APPROVED:

A

lforri

ster

DESIGNED:

CHECKED:

B




EL PASO, TEXAS



FERNANDO SILVA

XA

IGE

S

FOR

P

R

SE

96157

D

RETG I S

AL EOI

N

E

N

T

TS

ATFE O E

NEER

S


L. FORRISTER

F. SILVA

PLAN AND PROFILE18" SANITARY SEWER

C-101

153917-C-101.dwg

PROFILESCALE H:

V:1" = 30'1" = 3'

PLANSCALE: 1" = 30'-0"


0 30 60

VERT. SCALE IN FEET

0 3 6

GENERAL NOTES:1. SEE C-102 FOR SEQUENCING.

KEY NOTES:MASTER METER MANHOLE PER A/C-3

POLYMER MONOLITHIC MANHOLE PER A/C-2

SEE DWG C-110 FOR ENLARGED PLAN

DROP CONNECTION PER C/C-3

NOT USED


CAPACITY:Vc = 2.84 fpsQc = 4.4 MGDMAXIMUM Q = 4.75MGD

1

EX 60" RS(MESA DRAININTERCEPTOR)

EX 72" RS(MESA DRAIN VALLEYINTERCEPTOR PH 1)

EX 48" RSLOWER VALLEY INTERCEPTOR

EX J-BOX A

EX INFLUENTMETERING STATION

EX 108" RSEX 60" RS(ABANDONED)

EX 8" RW

2

2

2

2


EX 108" RS

3

4

5

6

3

3

3

44

6

EX 6" SS

2 2

4

64

7

EX ODORCONTROL TOWER

2

4

7

7

7

7

1

4

7

2 2

1

XX

XX

XX

XX

XX

X

XXXXXXXXXXXX X X

X

X

X

X

X

X

X

X

X


X

X

XX

X

S

S

SS

S

S

S S

S

SSSSSS

SS

S

SSS

SS

S

S

S

S

SS

S

S

S

S

GP

GPGP

GP

GP

GP

GP

GP GP

GP

GP

GPGPGPGPGP

GP GP

GP

GPGPGP

GPGP

GP

GP

GPGP

GPGP

GPGP

GP

GP

GP

GP

GP

GP

GPGP

GP

GP

GPGP

GP

GP

GP

GP

GP

GP

GP

GP

GP

GP

VENT

VENT

VENT

VENT

VENT

GVGV

GV

PP

PP

PP

PP

PP

PP

PP

EB EB

EB

EB

EB

EB

EB

EB EMEM

SP

CO

PB PB PBPB

CATH.

S

AC WW

WWW

WW

W W W W W W W W W W

W

W

W W W W W W

G

W

W W

W

WW

EE

EE

EE

E

E E E E E E E E

EE

EE

EE

EE

E

E

E

E

EE

EE

EE

EE

EE

E

E

E

E

E

E

E

E

E

E E E E E

EE

EE

EE

E

RW

RW

RW

RW

RW

EE

EE

E

0+00

1+002+00

SSSSSS

SS

SS

MMSS

EX 24

" SS

EX

12" S

S

EX 6" SS

EX 24" SS 18" SS

MH-1 (72") EX 6" SS MH-2 (72")

MH-3 (60")

18" SS

EX

8" R

W

MH-4 (METER)

EX

108"

RS

EX 60" RS

MH-5 (72")


REV.ZONE

REVISIONS


FILENAME

DRAWING NUMBER

Jun

24,

202

0 - 1

1:22

am\\b

celp

fp01

\pro

ject

s\EP

WU

\Bus

tam

ante

\153

917_

Bust

aman

te_R

etur

nFlo

ws_

Des

ign\

__BI

M\0

3-Au

toC

AD\0

4-C

ivil3

D\0

2-Sh

eets

\C-C

IVIL

\153

917-

C-1

02.d

wg

153917-Tblock.dwg V-SITE.dwg X-SITE-BUST.dwg C-SITE.dwg X-DTLS.dwg X-DTLS.dwg C-BYPASS.dwg


109

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DRAWN:

CHECKED:

APPROVED:

A

lforri

ster

DESIGNED:

CHECKED:

B




EL PASO, TEXAS



FERNANDO SILVA

XA

IGE

S

FOR

P

R

SE

96157

D

RETG I S

AL EOI

N

E

N

T

TS

ATFE O E

NEER

S


L. FORRISTER

F. SILVA

PLANBYPASS

C-102

153917-C-102.dwg


0 10 20

PLANSCALE: 1" = 20'-0"

GENERAL NOTES:1. EXISTING RETURN FLOW PIPING FLOWS

CONTINUOUSLY. FLOW IS APPROXIMATELY 2.5MILLION GALLONS PER DAY. THE FOLLOWING IS THERECOMMENDED SEQUENCE OF CONSTRUCTIONAND BYPASSING:

COMMENCE WITH THE CORE AT THE 108-INCH LINEAND INSTALL TO MANHOLE 5. ONCE INSTALLED ANDFUNCTIONAL, PLUG UPSTREAM END OF MANHOLE 5.

BYPASS 1 - INSTALL BYPASS PUMPS AT EXISTINGMANHOLE AS SHOWN. BYPASS PIPING SHALL BEINSTALLED FROM THIS MANHOLE TO THE NEWMANHOLE 5. THIS BYPASS SHALL REMAINFUNCTIONAL UNTIL MANHOLES 1 AND 2 HAVE BEENREPLACED.

BYPASS 2 - FOR INSTALLATION OF MANHOLE 3,CONTRACTOR SHALL COORDINATE WITH PLANTSTAFF FOR BYPASSING THE GRIT HOPPER DRAIN.BYPASS PIPING CAN BE CONNECTED TO THEEXISTING DRAIN (8-INCH DIP) AT THE HOPPER ANDDIVERTED TO MANHOLE 5. BYPASS CAN BE SHUTDOWN UPON COMPLETION OF MANHOLE 3.

BYPASS 3 - FOR INSTALLATION OF MANHOLES 1 AND2, ADDITIONAL BYPASS PUMPING MAY BE REQUIREDAT MANHOLE 1. FLOWS INTO MANHOLE 1 NOTPICKED UP BY THE BYPASS INCLUDE DRAINS FROMTHE ODOR CONTROL TOWER LOCATED WEST OFTHE MANHOLE, IN ADDITION TO DRAINS FROM THEOLD HEADWORKS. THE BYPASS CAN BE DIVERTEDTO MANHOLE 5. FLOW IS MINIMAL; CONTRACTOR TOMONITOR ONCE BYPASS 1 IS INSTALLED. ODORCONTROL TOWER CAN BE DRAINED TO THE NEWMANHOLE 3; A PASS-THROUGH PLUG MAY BE USEDTO DIVERT THE FLOW FROM MANHOLE 1DOWNSTREAM.

BYPASS 1INSTALL MH-1


ROUTE TOWER DRAIN TO MH-2(6" PVC) REROUTED LINE SHALLSTART BELOW GRADE.


PICK UP FLOW ATGRIT HOPPER DRAIN

EX 108" RS

EX 72" RSMESA DRAIN VALLEYINTERCEPTOR PH 1

EX 48" RSLOWER VALLEYINTERCEPTOR

EX 60" RSMESA DRAININTERCEPTOR

OLD HEADWORKS

EX INFLUENTMETERINGSTATION

EX LOWER VALLEYMETERING STATION

EX J-BOX A

EX WET WELL

EX HEADWORKS

EX 108" RS

EX 60" RS (ABANDONED)

EX ODOR CONTROLTOWER SLAB

EX TANK


EXISTING MANHOLE(BYPASS FROM HERE)

TRAFFIC-RATED RAMPSSHALL BE INSTALLED TO

PROTECT BYPASS PIPING.

BYPASS TONEW MH-5

AutoCAD SHX TextD

AutoCAD SHX TextY

AutoCAD SHX TextH

AutoCAD SHX TextWV

S

S

S

S

S

S

S

W

W

W

W

DR

DR

DR

DR

0+00

SS

MH-1 (72")STA = 0+10.00RIM EL = 3651.51N = 10613865.52E = 435239.04

S

S

S

S

S

W

RW

RW

1+00

SS

MH-2 (72")STA = 1+09.41RIM EL = 3652.00N = 10613816.52E = 435152.55

S

S

S

W

W

RW

RW

RW

SS

MH-3 (60")STA = 1+52.93RIM EL = 3650.35N = 10613794.44E = 435115.04

S

S

WE

EE

EE

EE

EE

EE

MM

SS

MH-4 (METER)STA = 1+72.43N = 10613785.67E = 435097.62

MH-5 (72")STA = 1+82.00N = 10613781.36E = 435089.08


REV.ZONE

REVISIONS


FILENAME

DRAWING NUMBER

Jun

24,

202

0 - 1

1:23

am\\B

CEL

PFP0

1\pr

ojec

ts\E

PWU

\Bus

tam

ante

\153

917_

Bust

aman

te_R

etur

nFlo

ws_

Des

ign\

__BI

M\0

3-Au

toC

AD\0

4-C

ivil3

D\0

2-Sh

eets

\C-C

IVIL

\153

917-

C-1

10.d

wg



109

87

65

4

21

109

87

65

43





DRAWN:

CHECKED:

APPROVED:

A

lforri

ster

DESIGNED:

CHECKED:

B




EL PASO, TEXAS



FERNANDO SILVA

XA

IGE

S

FOR

P

R

SE

96157

D

RETG I S

AL EOI

N

E

N

T

TS

ATFE O E

NEER

S


L. FORRISTER

F. SILVA

ENLARGED PLANSMANHOLE

C-110

153917-C-110.dwg

GENERAL NOTES:1. CONTRACTOR TO VERIFY ALL PIPING CONNECTIONS

AT EACH MANHOLE PRIOR TO RELEASING FORFABRICATION.

KEY NOTES:POLYMER MONOLITHIC MANHOLE, SEE A/C-2

MASTER METER, SEE A/C-3

DROP CONNECTION, SEE C/C-3


REPLACE EXISTING 72" MANHOLE

1

2

3

4

MH-1 (72")ENLARGED PLAN

SCALE: 1" = 5'-0"


SCALE: 1" = 5'-0"


SCALE: 1" = 5'-0"

EX 24" SSIE = 3638.64

EX 12" SSIE = 3640.67

EX 6" SSIE = 3646.79

EX 24" SSIE = 3638.59

EX W

EX 24" SSIE = 3638.54

18" SSIE = 3638.54

EX INFLUENT METERING STATIONTO BE REMOVED (SEE DWG ###)

EX 20" SS (TO BE REMOVED)

EX 60" INFLUENT LINE(ABANDONED)

EX 6" SSIE = 3642.15

EX SS MH(ABANDONED)

EX 8" RW (TO BE REMOVED)

EX 8" RW (TO BE REMOVED)

EX 8" RWIE = 3643.02

18" SSIE = 3638.49

18" SSIE = 3638.49

EX 6" SS(CONNECTS TO MH-2)

1

3

11

3

4

EX 60" RSMESA DRAIN INTERCEPTOR

55

5

3

MH-4 (METER) AND MH-5 (72")ENLARGED PLAN

EX 6" SS(CONNECTS TO MH-2)

EX 8" RW(CONNECTS TO MH-3)

18" SSIE = 3638.49

18" SSIE = 3638.49

2

EX 2" CHLORINE(TO BE REMOVED)IE = 3648.49±

EX 4" DRAIN (FROMDROP INLET)IE = 3648.00±

EX 2" DRAIN FROMLOWER VALLEYMETERING STAIE = 3648.49±

3

18" SSIE = 3638.46

18" SSIE = 3638.46

1

5'-0"

MIN

18" 45° BEND (DWN)

Sheets and Views153917-G-001-G-00OLE1OLE2

FERNANDO SILVA P THE SEAL APPEARING ON R ED R OENI GIST …€¦ · fernando silva x a i g e s f o...

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