Attachment_3_-_Drawings_for_Initial_Task_Order.pdf

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Pittsburgh District

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MONONGAHELA RIVER BASIN

YOUGHIOGHENY RIVER LAKE

RESOURCE MANAGER'S OFFICE GENERATOR INSTALLATION

E FAYETTE COUNTY, PA

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SOLICITATION NO.: W911WN-19-R-8000

CONTRACT NO.:

ISSUE DATE: MAY 2019

CERTIFIED FINAL DOCUMENTS

H4EDXDSN 0.166667:1

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\ NY

PA

MD

✓ Legend ),. Lock and Dam (UD)

� Reservoir Pittsburgh District Boundary State Boundary

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SCALE OF MILES

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

ANO APPROVAL OF ALL DRAWINGS LISTED ON THE INDEX SHEET.

SUBMITTED BY:

/s/ JOHN E. NITES, P.E. 13 DEC 2016

SECTION CHIEF DATE

APPROVAL RECOMMENDED BY:

/s/ JOHN E. NITES, P.E. 13 DEC 2016

BRANCH CHIEF DATE

APPROVED BY:

/s/ STEPHEN R. STOLTZ, P.E. 14 DEC 2016

CHIEF", ENGINEERING AND DATE

CONSTRUCTION DIVISION

THIS PROJECT WAS DESIGNED BY THE PITTSBURGH DISTRICT OF THE

U.S. ARMY CORPS OF ENGINEERS AND THE A/E FIRMS IDENTIFIED ON

THIS SHEET. THE INITIALS OR SIGNATURES AND REGISTRATION

DESIGNATIONS OF U.S. ARh.lY CORPS OF ENGINEERS INDIVIDUALS APPEAR ON THESE PROJECT DOCUh.lENTS WITHIN THE SCOPE OF

THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

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CERTIFIED FINAL DOCUMENTS

ATTACHMENT 3

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CONTRACT DRAWINGS INDEX REFERENCE DRAWINGS INDEX

FILE NAME

SHEET

DRAWING TITLE FILE NAME DRAWING TITLE

ID NO.

GENERAL 037a-U1-68/45 ACCESS ROAD AND PARKING AREA DETAILS AND SECTONS

F M037a_1QO_G-0020 G-0020 COVER SHEET 037a-U1-74/7 DWELLINGS AIND PUBLIC SANITARY BUILDING WATER SUPPLY SYSTEM

M037a_ 1QQ_G-0021 G-0021 CONTRACT & REFERENCE DRAWING INDEX 037a-U1-12/2.1 PUBLIC SANITARY BUILDING SITE MAP AND DETAILS

M037a_1QQ_G-0022 G-0022 SYMBOLS, ABBREVIATIONS, & GENERAL NOTES 037a-U1-12/3.1 PUBLIC SANITARY BUILDING PLANS, ELEVATIONS, AIND SECTIONS

M037a_2Q4_G-1023 G-1023 CONTRACTOR WORK LIMITS PLAN 037a-U1-12/111.1 RESOURCE MANAGERS OFFICE SITE PLANS AND DETAILS

CIVIL 037a-U1-12/112.1 RESOURCE MANAGERS OFFICE PLANS AND SECTIONS

M037a_565_CD1010 CD1010 SITE DEMOLITION PLAN 037a-U1-12/113.1 RESOURCE MANAGERS OFFICE ELEVATIONS -

M037a_565_C-1011 C-1011 SITE RESTORATON AND EROSION CONTROL PLAN 037a-U1-12/117 .1 RESOURCE MANAGERS OFFICE PLUMBING AIND LAINDSCAIPING

M037a_565_C-5012 C-5012 SECTIONS AND DETAILS 037a-U1-12/118.1 RESOURCE MANAGERS OFFICE ELECTRICAL

M037a_565_C-5013 C-5013 SITE DETAILS 037a-U1-12/119.1 RESOURCE MANAGERS OFFICE FRAMING PLANS AIND SECTIONS

MECHANICAL

E M037a_ 770_M-1010 M-1010 GENERATOR INSTALLATION PLAN

M037a_ 770_M-5011 M-5011 GENERATOR & PROPANE TANK PLANS, SECTIONS, & DETAILS

M037a_ 770_M-5012 M-5012 TRENCH DETAILS

ELECTRICAL -

M037a_ 77Q_E-1020 E-1020 ELECTRICAL SITE PLAN

M037a_770_E-5021 E-5021 RESOURCE MANAGER'S OFFICE SECTIONS AND DETAILS .. o, w-f-0

M037a_770_E-6022 E-6022 ONE-LINE DIAGRAM "� 0" f-C.

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ABBREVIATIONS

3PH

4W

A, AMP

AASHTO

APPROX.

ASTM

AT

ATS

B.S.

C

CIC

CB

C.B.

c.o.

DIA

DISC. SW.

DWG

EL

F.M.

FT

G, GND, GRD

GA

GA/SY

GEN

GFE

HZ

ID

IN

JAN.

JB, J. BOX

KW

KVA

LPA

LPA

M

MAX

MH

MIN

NEMA

NFPA

NO

NTS

o.c.

O.D.

p

PB

PDT

pp

PE

PH

PSI

PTS

PVC

R

RMO

REQ'D

SCH.

SDR

SPEC

SW

T,XFMR

T & B

TYP

V

VAC

w

WC

WI

I

THREE-PHASE

4 WIRE

AMPERE

2 I 3 I

AMERICAN ASSOCIATION OF STATE HIGHWAY & TRANSPORTATION OFFICIALS

APPROXIMATELY

AMERICAN SOCIETY FOR TESTING & MATERIALS

TRIP RATING

AUTOMATIC TRANSFER SWITCH

BLACK STEEL

CONDUIT

CENTER ON CENTER

CIRCUIT BREAKER

CURB BOX

CLEANOUT

DIAMETER

DISCONNECT SWITCH

DRAWING

ELEVATION

FORCE MAIN

FOOT

GROUND

GAUGE

GENERATOR

GOVERNMENT FURN�HED EQU�MENT

HERTZ

INDENTIFICATION

INCHES

JANITORS CLOSET

JUNCTION BOX

KILOWATT

KILOVOLT AMPS

LIQUIFIED PETROLEUM

LIGHTING PANEL "A"

MOTOR

MAXIMUM

MANHOLE

MINIMUM

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

NATIONAL FIRE PROTECTION ASSOCIATION

NUMBER

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

POLE

PULL BOX

PENN DOT

POWER PANEL

POLYETHYLENE

PHASE

POUND PER SQUARE INCH

POTENTIAL TRANSFORMERS

POLYVINYL CHLORIDE

RADIUS

RESOURCE MANAGERS OFFICE

REQUIRED

SCHEDULE

STANDARD DIMENSION RATIO

SPECIFICATION

SWITCH

TRANSFORMER

TOP AND BOTTOM

TYPICAL

VOLTS

VOL TS ALTERNATING CURRENT

WATTS

WATER COLUMN

WITH

H4EDXDSN 0.166667.1

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SYMBOLS

c:=J c-l-

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PANELBOARD

STANDBY GENERATOR

AUTOMATIC TRANSFER SWITCH

TRANSFORMER

UNDERGROUND CONDUIT

GROUND ROD

ELECTRIC UTILITY TRANSFORMER POLE

3/C•12 W/GRD, %"C MUL Tl-CONDUCTOR CABLE <3l WITH GROUND

IN 3/4" DIA. CONDUIT <TYPICAU

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--0 �

D

-ES-

--0 0--

D-------0

FUSE

SWITCH

DISCONNECT SWITCH

ELECTRIC SERVICE CONDUCTOR

ELECTRIC METER

CIRCUIT BREAKER

EXISTING SIGN

AREA OF DEMOLITION

EROSION CONTROL BLANKET

BOLLARD

SILT FENCE

-D-- NEW DRAIN

- - D- - EXISTING DRAIN

EXISTING WATER LINE

- -SS,- - EXISTING SANITARY SEWER

EXISTING ELECTRICAL SERVICE

--G-- GAS LINE

CONTRACTOR WORK LIMITS

I

/ EXISTING CONTOUR

EXISTING EMERGENCY POWER RECEPTACLE

I 7 I 8 I 9 I

GENERAL NOTES:

1. ALL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE CURRENT NATIONAL

ELECTRICAL CODE NFPA-70.

2. THE CONTRACTOR SHALL COORDINATE ANY POWER OUTAGES WITH THE CONTRACTING OFFICER

AND THE RESOURCE MANAGER.

3. ALL EXISTING EQUIPMENT AND ITEMS MADE OBSOLETE BY NEW WORK SHALL BE REMOVED

AND DISPOSED OF BY THE CONTRACTOR.

4. THE CONTRACTOR SHALL MAINTAIN COMMERCIAL POWER TO THE RMO BUILDING AT ALL TIMES.

NO CIRCUITS SHALL BE LEFT DE-ENERGIZED AT THE END OF THE WORK DAY. THE CONTRACTING

OFFICER SHALL BE NOTIFIED IN WRITING 7 DAYS PRIOR TO ANY REQUIRED POWER OUT AGE

WHICH WILL EXCEED 30 MINUTES IN LENGTH. SHORTER OUTAGES SHALL BE COORDINATED WITH

THE PROJECT RESOURCE MANAGER.

5. THE VERTICAL DATUM OF THIS PROJECT SHOULD BE CONSIDERED NAVD88, BUT DO CONSIDER

THAT THE ORIGIN OF SAID DATA IS GOOGLE EARTH (•/- 1 FOOT ACCURACY).

GENERAL SITE NOTES:

1. ALL MATERIAL FURNISHED AND WORK COMPLETED UNDER THIS CONTRACT SHALL BE IN ACCORDANCE

WITH THE CONTRACT DOCUMENTS.

2. THE BASE MAPPING UTILIZED FOR PROJECT DESIGN ILLUSTRATE GENERAL SITE FEATURES ONLY. NO FIELD SURVEY OF THE SITES IS AVAILABLE. ALL UTILITIES, FEATURES AND DIMENSIONS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL FIELD CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ANY AND ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS. CONTRACTOR SHALL

PROVIDE ALL SURVEY SERVICES NECESSARY TO ENSURE POSITIVE SITE DRAINAGE.

3. CONTRACTOR SHALL CONFINE CONSTRUCTION ACTIVITIES TO WITHIN THE WORK LIMITS SHOWN ON THE

DRAWINGS.

4. THE CONTRACTOR SHALL NOT PERFORM ANY WORK DURING NIGHT, FEDERAL HOLIDAYS OR WEEKENDS EXCEPT WHEN ORDERED BY THE CONTRACTING OFFICER OR AT THE REQUEST OF THE CONTRACTOR

WITH THE APPROVAL OF THE CONTRACTING OFFICER.

5. CONTRACTOR SHALL NOTE THE PRESENCE OF OVERHEAD POWER LINES AND UNDERGROUND POWER LINES, COMMUNICATION LINES, GAS MAINS, WATERLINES AND SEWERS THROUGHOUT THE WORK AREA.

DAMAGE CAUSED BY THE CONTRACTOR TO ANY PUBLICLY OR PRIVATELY OWNED STRUCTURE SHALL BE REPAIRED IN KIND AT THE CONTRACTOR'S EXPENSE. PRIOR TO ANY EXCAVATION OR DEMOLITION WORK, THE CONTRACTOR SHALL CONT ACT THE PA ONE CALL SYSTEM, INC (1-800-242-1776) AND

COMPLY WITH THE PROVISIONS OF PA ACT 287 OF 1974.

6. SAFISF AC TORY MATERIALS SHALL BE IN ACCORDANCE WITH CONTRACT SPECIFICATION

SECTION 31 00 00.

7. REMOVAL & DISPOSAL OF EXISTING MATERIALS SHALL BE IN ACCORDANCE WITH CONTRACT SPECIFICATION

SECTION 02 42 00.

8. CONTRACTOR SHALL PROVIDE AND MAINTAIN SAFE ACCESS TO RESOURCE MANAGERS' OFFICE FOR PROJECT

STAFF AND THE PUBLIC DURING ALL PHASES OF CONSTRUCTION.

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ASPHALT PARKING AREA

5 6

_ REMOVE EXISTING RAILING, ASPHALT, CONCRETE,

SIDEWALK, CONCRETE CURB, PLANTINGS, AND

SIGN IN THIS AREA

EXISTING SIGN TO

AND RELOCATED

SITE DEMOLITION PLAN

SCALE: 1/a"·1'-0"

7 8 9 r

CONCRETE SIDEWALK ____/

RANGER/COMFORT

STATION

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SCALE: 1/a"·1' 16'

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ASPHALT PARKING AREA

AREA OF NEW PAVEMENT----+__,

NEW CURB CSEE DETAIL ON

DRAWING C-5O12)

L

RELOCATED SIGN

NEW BOLLARDS (SEE DETAIL

ON DRAWING C-5O13)

SITE RESTORATION AND EROSION CONTROL PLAN

SCALE: 1/a"-1'-O"

8 9

FOR DETAILS OF SILT FENCE SEE

DETAIL ON DRAWING C-5O12 ---------

FLAG POLE

;- -j

GRADE, PROVIDE TOPSOIL,

.,r-CONCRETE SIDEWALK___/SEED, 8c MULCH

PLANTING/LANDSCAPING

(BY OTHERS)

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SCALE: 1/a"-1' 16'

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2 3 4 5 6 7 8 9 10

REINFORCING MESH - EITHER

INDUSTRIAL POL YPROPOLENE

OR STEEL MESH WITH 6"

MAX OPENINGS - STEEL

MESH SHALL BE 14 GA MIN

STAKE

)K STAKES SPACED il 8' MAX;

USE 2" x 2" <±¾"> WOOD

OR EQUIVALENT STEEL CU

OR T-SHAPED) ST AKES AREA OF DEMOLITION/REMOVAL E�ST�G CONCRETE/

SIDEWALK

CLASS 3 GEOTEXTILE

MATERIAL (SEE TABLE)

TIE WIRE, 3D" MAX

SPACING, AS REQ'D

_ _____..:�=J'.-11

HEAVY-DUTY

STAPLES

JOINING FENCE SECTIONS

)K SUPPORT STAKE

REINFORCING MESH

(SEE ISOMETRIC VIEW)

6' <TYP)

CLASS 3

GEOTEXTILE

MATERIAL

(SEE TABLE)

•• FILL

SLOPE

EXISTING LEVELING/BINDER (2")

EXISTING WEARING COURSE (2")

SECTION

SCALE: NTS

EXISTING SUB BASE COURSE

<DEPTH VARIES>

CURB BASE

UNDISTURBED RESTORED AREA

COMPACTED

EXCAVATED

SOIL

ISOMETRIC VIEW

MAINTENANCE NOTES:

1. THE FENCE INSTALLATION SHALL BE INSPECTED

AFTER EVERY PRECIPITATION EVENT AND

NECESSARY REPAIRS SHALL BE MADE

IMMEDIATELY.

GROUND

-����(l'�-�i-7

6"

TOE ANCHOR

TRENCH

EXISTING CONCRETE

2. SILT FENCE SHOULD BE TURNED UP AT EACH

END TO TRAP SURF ACE RUNOFF. INST ALL

FENCE OF SUFFICIENT LENGTH TO ELIMINATE

END FLOW.

ELEVATION NEW LEVELING/BINDER (2")

NEW WEARING COURSE (1.5") NEW SUB BASE COURSE

<DEPTH VARIES)

3. ACCUMULATED SEDIMENT SHALL BE REMOVED ST AND ARD SILT FENCE (18" HIGH)

SCALE: NTS

TYPE OF NOMINAL MAXIMUM POST MAXIMUM POST

AS REQUIRED TO KEEP THE FENCE FUNCTIONAL.

IN ALL CASES, REMOVE DEPOSITS WHERE

ACCUMULATIONS REACH ONE-HALF OF THE

ABOVE-GROUND HEIGHT OF THE FENCE. CLASS 3 GEOTEXTILE FABRIC SPACING WITHOUT SPACING WITH

4. ALL UNDERCUTTING OR EROSION OF THE TOE

ANCHOR SHALL BE REPAIRED IMMEDIATELY WITH

COMPACTED BACKFILL MATERIALS.

5. ADHERE TO ANY MANUFACTURER'S

RECOMMENDATIONS FOR REPLACING FILTER

FABRIC FENCE DUE TO WEATHERING.

6. IF THE SILT FENCE IS BREACHED DUE TO

CONCENTRATED FLOW, THE CONTRACTER

SHALL CONSTRUCT A ROCK FILTER AT THE

LOCATION OF THE BREACH CSEE DETAIL. THIS

DWG>.

AREA 1 AREA 2 AREA 3

COMPACTED

BACKFILL

EROSION CONTROL

MATTING ECX-2 DOUBLE

NET EXCELSIOR OR

APPROVED EQUAL

6" X 6"

TRENCH

GRADED,

DISTURBED

SLOPE

STAPLES TO

BE PLACED

1 FT C/C

MATERIAL

3A

ISOMETRIC

HEIGHT

18"

18"

MESH SUPPORT MESH SUPPORT

8' NOT REQUIRED

4' NOT REQUIRED

INSTALLATION NOTES:

1. REFER TO THE MANUFACTURER'S GUIDELINES FOR

STAPLE PATTERNS WHEN THE BLANKET IS ROLLED

DOWN THE SLOPE. PARALLEL BLANKETS NEED TO

BE OVERLAPPED BY 4". REFER TO AREA 1 DETAIL

FOR HORIZONTAL OVERLAP STAPLE PATTERN, AND

AREA 2 DETAIL IF EROSION CONTROL BLANKET IS

PLACED IN A SHINGLE PATTERN.

2. FOR MAXIMUM PERFORMANCE OF THE SPECIFIED ECX-2

DOUBLE NET EXCELSIOR SYSTEM <OR APPROVED EQUAL>,

A CHECK SLOT IS RECOMMENDED AT 25 TO 40-FOOT

INCREMENTS ALONG THE SLOPE PATH. INSTALL

STAPLES IN THE METHOD DEPICTED IN AREA 3 DETAIL.

3. EROSION CONTROL BLANKET MUST BE LISTED WITH

NTPEP DATABASE, MEET THE TYPE 2.C SPECIFICATION

REQUIREMENTS OF THE ECTC, MEET FHWA FP-03

SECTION 713.17 SPECIFICATIONS, AND BE APPROVED BY

THE PA DEPARTMENT OF ENVIRONMENTAL PROTECTION

AND THE LOCAL COUNTY CONSERVATION DISTRICT.

COMPACTED

BACKFILL ◊ NOTES:

6" X 6"

TRENCH

1. THE CONTRACTOR SHALL REFER TO THE SPECIFIED

MANUFACTURER'S NOTES AND TO THE LOCAL

DISTRIBUTOR DURING INSTALLATION. THE FOLLOWING

GUIDELINES ARE FOR GENERAL PURPOSES ONLY.

TOP ANCHOR BOTTOM ANCHOR

2. A 6" x 6" TRENCH SHALL BE DUG ALONG THE

UPSLOPE AND DOWNSLOPE AT THE EXTENTS OF

THE BLANKET PLACEMENT. PREPARD THE SURFACE

ADEQUATELY BY RAKING AND SEEDING.

EROSION CONTROL BLANKET

SCALE: NTS

3. REFER TO THE TOP ANCHOR DETAIL FOR SECURING

THE BLANKET WITH STAPLES, BACKFILLING AND

COMPACTING THE TRENCH.

co

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SECTION

SCALE: NTS

NEW

(9

I • 1·-0" • I

CONCRETE CURB

DETAIL

SCALE: 1"•1'-0"

EXISTING PAVEMENT NEW PAVEMENT

SEALANT PER NOTE

SAWCUT EXISTING

PAVEMENT

I • 6" TYP (80TH SIDES)

TACK COAT EDGE OF

EXISTING ASPHALT

PAVEMENT KEY-IN

DETAIL

SCALE: NTS

NOTES:

1. PAVEMENT KEYS SHALL BE SAWCUT, CLEANED, AND

TACK COATED PRIOR TO PLACEMENT OF NEW ROAD

STRUCTURE.

2. ALL COLD JOINTS SHALL BE SEALED WITH A HOT

BITUMINOUS LIQUID PAVEMENT SEALANT, 12" WIDE

AT A RATE OF 0.25 GAL/SY.

a

SCALE: 1"·1'

2'

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EXISTING PAVEMENT---+�-1

NEW PAVEMENT

DETAIL

3 4

FINISH TO MATCH ADJACENT

CONCRETE

EXISTING CONCRETE

SIDEWALK AND CURB

EXISTING CONCRETE

SIDEWALK AND CURB

SCALE: ½"·1'-0"

6" DIA SCH 80 STEEL PIPE TO

BE FILLED WITH CONCRETE

AND PAINTED YELLOW WITH

2 COATS OF SCOTCHLITE

REFLECTIVE LIQUID SERIES

7216 OR EQUAL

BOLLARD DETAIL

SCALE: ½"•1'-0"

0.166667:1

SOIL

5 6 7

½" X EXPANSION

JOINT <TYP>

SECTION

SCALE: ½"•1'-0"

EXISTING CONCRETE

SECTION

SCALE: ½"•1'-0"

8 9

4" CONCRETE SIDEWALK

LU

NEW CONCRETE CURB

1/2" EXPANSION JOINT WITH PREFORMED

EXPANSION JOINT FILLER <TYPl

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� 2'-0" O.C. <SMOOTH SURF ACEl a 2· 4'

SCALE: ½"·1'

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RESOURCE MANAGERS ornc\

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UNIT

- - - - -ss,- - - - - - - - - - -ss,- -

EXISTING 6" DIA FIBRE

PIPE SANITARY SEWER

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EXISTING SUBGRADE

\ \ DRAINS (TYP)

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PARKING

APPROX. LOCATION

OF EXISTING DRAIN

5 6 7 8 9

--------1490-- ------

TERMINATE AT GRADE WITH

----------1-�4" DIA SLOTTED COVER

- -ss,- - -

STABILIZE EXISTING POWER

POLE DURING INSTALLATION

OF DRAIN PIPE

REPLACE EXISTING FIBRE

SANITARY SEWER PIPE

ACROSS EXCAVATION WITH

6" SDR 35 PVC PIPE SEE

DETAIL ON DWG M-5012

4" DIA SCH 40 PVC

PIPE SLOPE 1/a"/FT

TO DAYLIGHT. SEE

COMBINATION TRENCH

DETAIL ON DWG M-5012

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FOR DET�LS SEE DR�N

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FLAG POLE S'

J'

8'-0"

10 I C.O.

RANGER/COMFORT

STATION

GENERATOR INSTALLATION PLAN

AND

FOR DETAILS SEE GAS LINE

TRENCH DET�L ON DWG

M-5012

SCALE: 1/a"·1'-0" a

4' 8'

SCALE: 1/a"·1' 16'

US Army Corps of Engineers®

SHEET ID

M-1010

E

D

C

B

A

H4EDXDSN

1" 45° CHAMFER

CTYP FOR ALL

CORNERS)

•6 BARS, TS.B

l!l ABOUT 1'-0"

SUPPORTING

CONCRETE PA

PLACE CONDUITS

THIS LOCATION

6" TOP SOIL

D�

IN�

1'-4"

__ L-----{

• i------, ' . . .

1'-7½"

3 4 i 3" i . . . . . ·I.

in

PLAN

8'-6"

ELEVATION

GENERATOR CONCRETE PAD DET�L

STAGE 2 PRESSURE REGULATOR

10 PSI INLET 5-11 IN. WC.

OUTLET PRESSURE

SHUT OFF VALVE

ANCHOR GENERATOR

TO CONCRETE PAD IN

ACCORDANCE WITH

MANUFACTURERS'

INSTRUCTION

ANODELESS---

RISER

I- \ ----C'- - - ---Bil

\_ 1" POLYETHYLENE

GAS LINE

SCALE: ¾"•1'-0"

7'-6"

GOVERNMENT FURNISHED

KOHLER MODEL

38RCL LP GAS

GENERATOR

1" BLACK STEEL SCH 40 PIPE

NOTE:

a

GAS TUBING TO PROPANE TANK SHOWN ROTATED 90°

5 6 7

CURB

CTYP.)

AASHTO M-88-06

1" PE GAS LINE TO GENERATOR

6" TOP SOIL

EXISTING ROCK

PAVED GUTTER

PLACE TANK LEVEL

8" MASONRY SAND

CTYP>

CLASS 2 FILTER FABRIC

AROUND AASHTO •57 SECTION

SOUTHWEST

CONSTRUCT CONCRETE

PAD LEVEL

12" COMPACTED AASHTO

•57 AGGREGATE

SCALE=1/2"·1'-0"

CONNECT ANODE LEADS

TO LUG IN ACCORDANCE

WITH NFPA 58

6" TOP SOIL SLOPE

AWAY FROM TANK

RISER

1" DIA. SOR 11.5 POLYETHYLENE

GAS PIPING TO GENERATOR

MIN. 24" DEEP

17 LB MAGNESIUM

ANODE IN NATIVE SOIL

(2 REQ'D)

4" SCH 40 PVC

PERFORATED PIPE

THRU AASHTO

•57 STONE

RISER

MIN. 8" MASON SAND AROUND TANK

CTYP)

UNDISTURBED SOIL

4" SOLID PVC SCH 40

PVC PIPE SLOPE 1/s"

PER FT TO DAYLIGHT

8" AASHTO •57 AGGREGATE

FILTER SOCK OVER PERFORATED PIPE

THRU STONE

SECTION

SCALE:½"·1'-0"

RISER COVER

REGULATOR VENT TUBE

TERMINATE 2" ABOVE RISER

RIM

GENERATOR INST ALL AT ION DETAIL PRESSURE REGULATOR 10 PSI

OUTLET PRESSURE

SUPPORT PIPING FROM

CONCRETE SLAB WITH

UNISTRUT CTYP)

1" B.S. PIPE

ANODELESS RISER

1" PE PIPE FROM TANK

SCALE: ¾"•1'-0"

1" BLACK STEEL PIPE

PRESSURE REGULATOR

GFE FLEXIBLE CONNECTION

PROVIDED IN GENERATOR

1" B.S. PIPE

BEND

1" B.S. PIPE

OR BALL VALVE

RISER PLAN

SCALE: ¾"•1'-0"

MULTIPURPOSE VAL VE

6" TOP SOIL

1" PE GAS LINE TO GENERATOR

� _ ___:__JU_l_,,J...J,;:;:::t==:===--,L_coNNECT ANODE LEADS

C)

TO LUG IN ACCORDANCE

WITH NFPA 58

DETAIL

SCALE:1"•1'-0"

o 2· o 1· 2· 4' o

.....,2

· =i.i.iiiii3'

SCALE: 1"·1' SCALE: ½"·1' SCALE: ¾"·1'

US Army Corps of Engineers®

SHEET ID

M-5011

0.166667:1 CERTIFIED FINAL DOCUMENTS

E

D

C

B

A

H4EDXDSN

,;::w

0 QO

_J <( wa::

SURF ACE AS REQUIRED

FOR LOCATION

6" CRUSHED AGGREGRATE

BASE COURSE

(D c., --""----jf----SATISFACTORY EXCAVATED MATERIAL<%> w a::

c., io a::

<( io a.

I c., >-a::

I w

6" PIPE O.D. 6"

6" WIDE DETECTABLE ID MARKING

TAPE TYP. ALL TRENCHES

ELECTRICAL CONDUITS

UNDERGROUND CONDUIT DUCTBANK.

3" MIN RED-DYE COLOR CONCRETE

ENCASEMENT AROUND ELECTRICAL

CONDUITS SEE E-5021 FOR DETAILS

SATISFACTORY EXCAVATED� MATERIAL 'ij

COMBINATION TRENCH DETAIL

STAINLESS STEEL

CLAMPS (TYPJ

SCALE: NTS

TRENCH

TRENCH

PROVIDE 6" PDT 2A

AROUND PIPE

SANITARY SEWER REPAIR DETAIL

SCALE: 11/z" • 1'-0"

0.166667:1

6" FIBRE PIPE

5 6

ID MARKING TAPE

INITIAL BACKFILL (SAND)

BEDDING <SANDJ

4" SCH 40

PVC PIPE

4" THREADED PVC

COUNTERSUNK PLUG

45° BEND

(TYP)

1'-0"

CURB US Army Corps of Engineers®

GAS LINE TRENCH DETAIL CLEANOUT DETAIL

w 0

> CX)

L()

SCALE: NTS

6" PIPE O.D. 6"

6" CRUSHED AGGREGRATE

BASE COURSE

6" WIDE DETECTABLE ID MARKING

TAPE TYP. ALL TRENCHES

SATISFACTORY EXCAVATED)i\2 MATERIAL 'ij

PDT 2A

DRAIN TRENCH DETAIL

SCALE= NTS

SCALE: 11/2" • 1'-0"

◊ NOTES:

1. IN GRASS ELIMINATE 6" CRUSHED AGGREGRATE BASE

COURSE AND PROVIDE 4" TOP SOIL & SEED IN

ACCORDANCE WITH SPEC SECTION 32 92 19.

2. SAFISF ACTORY MATERIALS SHALL BE IN ACCORDANCE

WITH CONTRACT SPECIFICATION SECTION 31 00 00.

a 6"

SCALE: 11/z"-1'

SHEET ID

2'

M-5012

E

D

C

B

A

2 3 4 5 6 7 8

RMO BUILDING

AT LOWER LEVEL

EXISTING

CONDE NS OR

UNIT

EXISTING POWER

PANEL "PP"

EXISTING LIGHTING

PANEL "A"

EXISTING LIGHTING_,__.-

PANEL "B"

2"C UP TO MAIN SERVICE

DISCONNECT SWITCH ON

1ST FLOOR,UPPER LEVEL

EXISTING ELECTRIC

METER

PARKING AREA

IN UPPER LEVEL

◊ NOTES:

1. PROVIDE ADDITIONAL SUPPORT TO SERVICE POLE BEFORE EXCAVATION.

2. REUSE EXISTING CONDUIT. REWORK THE EXISTING 2"C FOR THE

CONNECTION OF THE NEW 2"C FROM THE ATS.

3. FOR DETAILS OF COMBINATION TRENCH SEE DRAWING M-5012.

4. FOR DETAILS OF UNDERGROUND ELECTRICAL CONDUIT DUCTBANK SEE

DRAWING E-5021.

5. FOR DETAILS OF PULL BOXES 2 8c 3, SEE DRAWING E-5021.

6. CARE MUST BE TAKEN FOR TRENCHING AT THE AREA WHERE MIGHT

HAVE UNDERGROUND ELECTRIC LINES.

H4EDXDSN 0.166667:1

28'-3"

-------�1490--�- -----

EXISTING UNDERGROUND

ELECTRIC AND COMMUN.

SERVICE LINES

Jr. EXISTING SERVICE \1/ POLE 8c SUPPORT

4•1/0, •6 GRD, 2"C

2/C•12 W/GRD, 11/2"C

/2\ 111 "C { 2/C•B, W/GRD, <BATTERY CHARGER) '\)" 12 2/C •B, W/GRD, (ENGINE HEATER)

EXISTING UTILITY

TRANSFORMER POLE

ELECTRICAL SITE PLAN

SCALE:1/a"•l'-O"

1000 GALLON

PROPANE TANK

a

""' T ""' ....._.

i

II

II

II

II

II

;---j

RANGER/COMFORT

STATION

CO DUITS STUB UP 6" MIN

ABOVE CONCRETE SURFACE

PROVIDE LIQUID TIGHT FLEXIBLE

CONDUITS FOR CONNECTION

TO GENERATOR

a

4' 8'

SCALE: 1/s"-1' 16'

US Army Corps of Engineers®

...J

�wz � C::j u Cl) a.

w ...J

SHEET ID

E-1020

E

D

C a

N B

A

H4EDXDSN

2 3

PULL BOX CONTINUOUS

HINGE GASKET COVER

WITH CLAMPS NEMA

4X, ST�NLESS STEEL,

4 5

PENT AIR A1614CHNFSS6 OR

r-- ��-

A_P _PR

OVED EQUAL

n w-i n

PBj u V LI /, -I

� EXPOSED CONDUIT TO BE

/ GALVANIZED RIGID STEEL

1111111� p C J

LJLllllJLll'�:tjl������l��lP� ", -�- _-_-_- --➔ ➔++--�---�--ttt-1 h;::;::::::::::::::::::::::::;::;;:::::::::::::::::::::::::::::::;;;:::::::::::::::::::::::::::::::::;;=============1

1 1

C '"===--=--='1"=--� l r--r--

1 1

(A\

I J

Uo �

PULL BOX 2

SECTION

SCALE: ¾"•1'-0"

NEW ELECTRICAL PULL BOX, QUAZITE

PRECAST POLYMER CONCRETE 17"X30"X30"D, PG

STYLE.OPEN BOTTOM W/GASKET,PART NO.

PG1730BG30 AND COVER •PG1730HHOO

COVER OR APPROVED EQUAL.

0.166667:1

PROVIDE BELL ENDS

MINIMUM 6" AASHTO

•57 AGGREGATE

MINIMUM 6" AASHTO 057 AGGREGATE

SIDE VIEW FRONT VIEW

PULL BOXES 2 & 3

SCALE= ¾"·1'-0"

6 7 8 9 10

SURF ACE AS REQUIRED

FOR LOCATION

6" WIDE DETECT ABLE ID MARKING

TAPE TYP. ALL TRENCHES

\_BALCONY

N

3" MINIMUM RED-DYE COLOR

CONCRETE ENCASEMENTAROUND

ELECTRICAL CONDUITS

ELECTRICAL DUCTBANK

SCALE: 1½"·1'-0"

◊ NOTES:

SATISFACTORY EXCAVATED /4\4 MATERIAL 'y"

ELECTRICAL CONDUITS

EARTH

AGGREGATE

1. RELOCATE THE EXISTING LIGHTING FIXTURE AS NECESSARY.

2. FOR CONDUITS ON WALL PROVIDE GALVANIZED CHANNEL

TYPE SUPPORTS.

3. DRILL THRU WALL FOR CONDUIT PENETRATION. MAKE LB

CONNECTION WEATHER SEALED.

4. SAFISFACTORY MATERIALS SHALL BE IN ACCORDANCE WITH

CONTRACT SPECIFICATION SECTION 31 00 00.

0 6" 1' 2' 0 1' 2' 3' 0 2' 4' 6'

=;o""""'==�"""""""""""""""""""'l ==_.... ........ ....._== ==_.... ........ ....._==

SCALE: 1½"·1' SCALE: ¾"·1' SCALE: ¾"·1'

US Army Corps of Engineers® w u::

LL

Cl) o...J Cl) <(Cl'.fww (!) Cl <( ,a

::.o � f'= Cl'.(..) ::::,W

OC/J

Cl)

SHEET ID

E-5021

E

D

C

B

A

H4EDXDSN

I

EXISTING

UTILITY TRANSFORMER

POLE, 40KVA

120/240V, 3PH

4W, 60HZ

� ��_______,0

EXISTING

ELECTRIC

METER

0.166667:1

_L _L --=-G --=- G

EXISTING

GROUNDING SYSTEM

I

I

I r

EXISTING 4°3/0, •4GRD, 2"C

EXISTING

MAIN SERVICE

N

U

DISC. SWITCH

200A, 240V,3P

200A FUSED

(FIRST FLOOR) (GFE)

AUTOMATIC

TRANSFER SWITCH

200A, 240VAC

3PH, 4W, 60HZ

<§)4•3/0, •4GRD, 2"C _/

EXISTING

LIGHTING PANEL "A"

200A

120/240V, 3W, 1PH

<§> 4•3/0, •4GRD, 2"C---< P

4 >----1--

4•3/0, •4GRD, 2"C ---< P

(NEW POWER FEEDER

FROM ATS TO PANEL

"PP" IN EXISTING

CONDUIT>

MAIN 200A

3P

J_

EXISTING

POWER PANEL "PP"

225A, 120/240V

3PH,4W

EXISTING

MANUAL

TRANSFER SW.

EXISTING

EMERGENCY

POWER

RECEPTACLE

I r

4°1/0, 06GRD, 2"C

(POWER)

'\_2/C•12, W/GRO, 11/z"C

(CONTROL)

EXISTING

LIGHTING PANEL "B"

100A

120/240V, 3W, 1PH

ONE-LINE DIAGRAM

SCALE: NTS

I

I

I

I

(GFE)

GENERATOR

39KW/49KVA

120/240VAC

3PH, 4W, 60HZ

GENERATOR

CONTROL PANEL

I

�PULL BOXES 2 & 3

(UNDERGROUND)

125A 0;)

,\ 90---+------1 GEN

ri� ri� ri�

C � I (1)-2"C �-J--IP----�-- (2)-11/z"C

I I I I I I

_J Cl:'.

z w w r •6 BARE

COPPER WIRE

V

PULL BOX 1

<WALL MOUNTED)

9€ 9€n. n.

G

3/4" X 10FT (L)

COPPER CLAD

GROUND ROD

◊ NOTES:

1. FURNISH AND INSTALL (2)-20A, 1P, 120V CIRCUIT BREAKERS IN EXISTING

LIGHTING PANEL "B" WITH CABLES AND CONDUITS AS INDICATED FOR BATTERY

CHARGER AND ENGINE BLOCK HEATER FOR THE OUTDOOR ST AND BY GENERA TOR.

2. PROVIDE NEW CONDUCTORS AND CONDUIT AS REQUIRED FROM EXISTING

MAIN SERVICE DISCONNECT TO AUTOMATIC TRANSFER SWITCH.

3. PROVIDE NEW CONDUCTORS FROM AUTOMATIC TRANSFER SWITCH TO THE

EXISTING POWER PANEL "PP", UTILIZING EXISTING 2"C, AND PROVIDE THE

CONDUIT EXTENSION AS NECESSARY.

4. REWORK THE EXISTING 2"C FOR FOR THE CONNECTION OF THE NEW 2"C FROM

THE NEW ATS.

5. FOR LOCATIONS OF PULL BOXES 1, 2, 3, SEE DWG E-1020 & E-5021.

US Army Corps of Engineers®

...J � <( C) ii': 0 >-w Uz W ...J ...J w w z

SHEET ID

E-6022