Drawings_Reduced.pdf

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VICINITY MAP

NOTTO SCALE

1-----UNION

e STRE'£r MOHAWK

AVENUE SCHENECTADY

SCHENECTADY COUNTY AIRPORT, NEW YORK

PROJECT NUMBER: VBDZ132666

IDIQ CONTRACT NUMBER: W90FYQ-1O-D-0010

B-3 SUBMITTAL JUNE 9, 2016

LOCATION MAP

NOTTO SCALE

SHEET NO.

G001 G002

C001 C101 C102 C103 C104 C105 C501 C502

SHEET INDEX

GENERAL

COVER SHEET, SHEET INDEX, LOCATION MAP AND VICINITY MAP

GENERAL NOTES AND WATER UTILITY NOTES

CIVIL

KEY PLAN

HYDRANT LOOP PLAN AND PROFILE

HYDRANT LOOP PLAN AND PROFILE

HYDRANT LOOP PLAN AND PROFILE

FIRE HYDRANT REPLACEMENT PLANS

WATER MAIN ISOLATION PLAN

CIVIL DETAILS

CIVIL DETAILS

AECOM

PROJECT

UPGRADE HYDRANT

LOOP SYSTEM

PROJECT NO. VBDZ132666

CLIENT

STRATTON AIR

NATIONAL GUARD BASE

1 AIR NATIONAL GUARD ROAD

SCHENECTADY, NY 12302

518.344.2480 tel

CONSULTANT

AECOM

10 S. JEFFERSON STREET

ROANOKE, VA 24011

540.857.3100 tel 540.857.3180 fax www.aecom.com

CONSULTANTS

REGISTRATION

ISSUE/REVISION

2016-06-09 B-3 SUBMITTAL

2016-03-25 B-2 SUBMITTAL

l/R DATE DESCRIPTION

KEY PLAN

PROJECT NUMBER

VBDZ132666

AECOM PROJECT NUMBER

60341187

SHEET TITLE

COVER SHEET, SHEET INDEX

LOCATION MAP AND

VICINITY MAP

SHEET NUMBER

G001

L x iii z

~Printed on_% Post-Consumer '~Recycled Content Paper

GENERAL NOTES

1. THE LOCATION AND SIZES OF EXISTING UTILITIES SHOWN ON THESE PLANS HAVE BEEN OBTAINED FROM AVAILABLE UTILITY RECORDS AND FIELD UTILITY SURVEYS AND ARE NOT GUARANTEED. DEPTHS OF EXISTING UTILITES WERE NOT VERIFIED BY AECOM PER SCOPE OF SERVICES WITH AIR NATIONAL GUARD. AECOM ASSUMES NO LIABILITY FOR THE CORRECTNESS OF THE DATA PROVIDED BY THE UTILITY OWNERS. THE CONTRACTOR SHALL FIELD VERIFY WITH TEST HOLES THE EXACT LOCATION, ELEVATION, MATERIAL TYPE, ROUNDNESS (AT POINTS OF CONNECTION) AND SIZE OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO ORDERING OF MATERIALS, EXCAVATION, AND INSTALLATION FOR THIS PROJECT. ALL COSTS ASSOCIATED WITH THE ADDITIONAL UNDERGROUND UTILITY LOCATING AND VERIFICATION SHALL BE INCIDENTAL AND

INCLUDED IN THE BID FOR PROPOSED WORK.

2. CONTACT THE CONTRACTING OFFICER AND DIG SAFELY NY (DIAL 811) A MINIMUM OF 48 HOURS PRIOR TO

COMMENCING ANY EXCAVATIONS AND PERFORMING SITE INVESTIGATIONS TO LOCATE EXISTING

UNDERGROUND UTILITIES.

3. HAND EXCAVATE WHEN CROSSING EXISTING UTILITIES TO AVOID DAMAGE. WHEN CONSTRUCTING WORK UNDER OR ADJACENT TO EXISTING UTILITIES, PROVIDE ADEQUATE SUPPORT TO PROTECT EXISTING

UTILITIES FROM DAMAGE.

4. IF EXISTING UTILITIES ARE DAMAGED, IMMEDIATELY REPAIR TO PRE-CONSTRUCTION CONDITION AT

CONTRACTOR EXPENSE.

5. ENSURE ALL UTILITIES REMAIN IN SERVICE DURING THE ENTIRETY OF CONSTRUCTION, EXCEPT FOR

CONTRACTING OFFICER APPROVED OUTAGES.

6. RESTORE ALL EXISTING SITE CONDITIONS (PAVEMENT, CURBS, SIDEWALKS, DRIVEWAYS, FENCES, ETC.), DAMAGED OR IMPACTED DURING CONSTRUCTION, TO THEIR PRE-CONSTRUCTION CONDITION.

7. ALL DISTURBED GRASS AREAS SHALL BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER

ARE TO BE ACHIEVED.

8. LINE LENGTHS AND ASSOCIATED APPURTENANCES ILLUSTRATED HEREIN ARE FOR ESTIMATING PURPOSES ONLY. DETERMINE THE ACTUAL MATERIAL QUANTITIES REQUIRED TO FURNISH A COMPLETE WORKING

SYSTEM, IN ACCORDANCE WITH THE INTENT OF THE DRAWINGS.

9. MINIMIZE DISTURBANCE TO EXISTING TREES, SHRUBS, AND OTHER LANDSCAPE FEATURES.

10. FURNISH ALL MATERIALS, LABOR AND EQUIPMENT AND PERFORM ALL WORK NECESSARY TO PROVIDE A

COMPLETE WATER SYSTEM READY FOR USE. WORK SHALL BE COMPLETED IN ACCORDANCE WITH

APPLICABLE STANDARDS AND CONSTRUCTION SPECIFICATIONS OF NYDOT AND THESE CONTRACT

DOCUMENTS.

11. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF THE WORK SHALL BE

IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER.

12. THE CONTRACTOR SHALL CLEAN UP AND RESTORE DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF

WORK WITHIN THE AFFECTED AREA.

13. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE

CONSTRUCTION INDUSTRY (29 CFR PART 1926).

14. CONNECTIONS TO EXISTING WATER LINES SHALL BE MADE ONLY AFTER THE PROPOSED LINES ARE COMPLETED AND APPROVED BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL COORDINATE THE ACTIVATION OF PROPOSED WATER LINES WITH THE CONTRACTING OFFICER FIVE DAYS PRIOR TO ANTICIPATED DATE OF CHANGEOVER. NO VALVES SHALL BE OPERATED BY THE CONTRACTOR AT ANYTIME.

A REPRESENTATIVE FROM THE CONTRACTING OFFICER SHALL BE PRESENT DURING THE OPERATION OF ALL VALVES IN CONNECTION WITH CHANGEOVER OF WATER LINES AND SHALL BE PRESENT DURING TIE INS TO EXISTING WATER LINES. SHUT DOWN TIME FOR WATER LINES SHALL BE LIMITED AS DIRECTED BY THE CONTRACTING OFFICER AND SHALL BE PERFORMED AT TIMES ACCEPTABLE TO THE CONTRACTING OFFICER.

THIS MAY REQUIRE WORK AFTER NORMAL WORKING HOURS.

15. PROVIDE INLET PROTECTION AS PER DETAIL FOR INLETS RECEIVING DRAINAGE FROM ACTIVE AREAS OF

CONSTRUCTION AND EXCAVATION. KEEP PAVEMENTS FREE OF SEDIMENT AND DEBRIS.

16. NOTIFY THE CONTRACTING OFFICER IF ANY WATER MAINS OR SERVICE IS SHUT OFF OR FIRE HYDRANTS ARE TAKEN OUT OF SERVICE. CONTRACTOR SHALL ALSO NOTIFY THE CONTRACTING OFFICER FOR ANY ROAD CLOSURES OR BLOCKAGES. PROVIDE PUBLIC NOTIFICATIONS PER THE CONTRACTING OFFICERS DIRECTION.

17. IN THE SITUATION THAT HISTORICALLY SIGNIFICANT ARTIFACTS ARE ENCOUNTERED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND REPORT FINDINGS TO THE CONTRACTING OFFICER.

18. FOLLOW THE 109AW ENVIRONMENTAL POLICY WHILE ON BASE AND POST A COPY AT THE PROJECT SITE.

19. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH NEC AND LOCAL REQUIREMENTS, PROTECT

ELECTRICAL WORK WITH GFCI.

20. ALL CONCRETE WORK SHALL BE 3,000 PSI READY MIX CONCRETE SUITABLE FOR USE IN APPLICATIONS

INDICATED, UNLESS SPECIFIED OTHERWISE.

WATER UTILITY NOTES

1. ALL WATER PIPE, FITTINGS, VALVES, AND WORK SHALL CONFORM TO AWWA STANDARDS AND SPECIFICATIONS, LATEST EDITION INCLUDING ALL AMENDMENTS. CONFORM TO NEW YORK DEPARTMENT OF

HEALTH REQUIREMENTS FOR INSTALLATION OF ALL WATER MAINS.

2. RESTRAIN ALL JOINTS OF PROPOSED 8-INCH DIAMETER WATER MAIN AND FITTINGS. RESTRAIN PROPOSED 6-INCH DIAMETER FIRE HYDRANT SERVICE LINES. RESTRAIN ALL JOINTS OF TEES, CROSSES, AND VALVES.

3. CONTRACTOR SHALL USE TEST PRESSURE OF 200 PSI FOR TESTING INSTALLED WATER LINES.

4. ENSURE THAT FIRE PROTECTION SERVICE CONTINUITY IS MAINTAINED AT ALL TIMES IN THE PROJECT

CORRIDOR.

5. PROVIDE ALL EQUIPMENT, MATERIALS, AND PERSONNEL AS REQUIRED TO DEWATER TRENCHES AND

EXCAVATIONS DURING INSTALLATION OF NEW PIPE AND STRUCTURES.

6. OPEN NO MORE TRENCH THAN CAN BE COVERED BY CONCLUSION OF CONSTRUCTION EACH DAY.

7. EXISTING WATER LINES TO BE ABANDONED SHALL BE CUT AND CAPPED AS SHOWN OR AS DIRECTED BY THE

CONTRACTING OFFICER.

8. PROVIDE MINIMUM FIVE (5) FEET OF COVER FOR PROPOSED WATER MAIN. CONTRACTOR SHALL ADJUST WATER MAIN AS REQUIRED TO AVOID EXISTING UTILITIES WITH A MINIMUM TWELVE (12) INCHES VERTICAL SEPARATION, AND TO PROVIDE INDICATED MINIMUM COVER. IF MORE SEPARATION REQUIRED BY EXISTING UTILITY, PROVIDE SEPARATION AS REQUIRED BY UTILITY OWNER. CONFORM TO SEPARATION DETAIL ON SHEET C501 FOR PROPOSED WATER MAIN CROSSINGS OF EXISTING STORM OR SEWER UTILITIES. NO ADDITIONAL COMPENSATION SHALL BE PROVIDED TO PERFORM THESE ADJUSTMENTS. WORK TO PERFORM

THESE ADJUSTMENTS SHALL BE INCLUDED IN BID PRICE SUBMITTED FOR WATER MAIN WORK.

9. EXISTING WATER SYSTEM PRESSURE IS 70-100 PSI.

WATER LINE SEQUENCE OF CONSTRUCTION NOTES

1. CONSTRUCT HYDRANT LOOP 8-INCH PIPING BETWEEN CONSTRUCTION POINTS A AND B. SEE CONSTRUCTllON

POINTS ON ENLARGED PLANS ON SHEETS C101 AND C103.

2. ISOLATE WATER LINE AT EXISTING METER VAULT ON SHEET C103 WITH INSERTABLE GATE VALVES, THRUST COLLAR AND TEMPORARY PLUGS. DEMOLISH EXISTING METER VAULT AND EXISTING PIPING. BUILD NEW

METER VAULT AND BACKFLOW PREVENTER AND ALL ASSOCIATED PIPING AND ACCESSORIES.

3. DISINFECT HYDRANT LOOP AND VAULT PIPING AS SPECIFIED. DECHLORINATE WATER AND DISPOSE AS

DIRECTED BY CONTRACTING OFFICER.

4. CONNECT HYDRANT LOOP TO EXISTING WATER PIPING AT CONSTRUCTION POINTS A AND B.

5. PLACE NEW PIPE IN SERVICE.

SITE WORK LEGEND

NEW EXISTING

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BUILDING

CONCRETE CURB

CONCRETE CURB AND GUTTER

ASPHALT PAVEMENT

CONCRETE PAVEMENT

GRAVEL

TREES

SHRUBS

FENCE

WOODS

BRUSH

SANITARY LINE

STORM LINE

WATER LINE

FIBER OPTIC

GAS LINE

UNDERGROUND ELECTRIC LINE

MANHOLE

CLEAN OUT

CURB INLET/GRATE INLET/DROP INLET

ENDWALUHEADWALL

CULVERT

FLARED END SECTION

FIRE HYDRANT

WATER VALVE

LIGHT POLE

UTILITY POLE

GUARD RAIL

TEST BORE

ELEVATION CONTOUR

DEMOLITION AND REMOVAL

DEMOLITION AND REMOVAL

CENTER OR BASELINE

LIMIT OF DISTURBANCE

SILT FENCE

INLET PROTECTION

STATIONING FOR PIPELINE LOCATION

ABBREVIATIONS

DI DROP INLET

EXST EXISTING

ST STREET

STA STATION

INV INVERT

SAN SANITARY

MJ MECHANICAL JOINT

MIN MINIMUM

WL WATER LINE

PVC POLYVINYL CHLORIDE

vc VITRIFIED CLAY

RCP REINFORCED CONCRETE PIPE

LF LINEAR FEET

STM STORM

APPROX APPROXIMATE

LOC LOCATION

HORIZ HORIZONTAL

VERT VERTICAL

SD STORM DRAIN

pp POWER POLE

LP LIGHT POLE

C/O CLEAN OUT

MH MANHOLE

DIA DIAMETER

UE UNDERGROUND ELECTRIC

ABO ABANDONED

D.I. DUCTILE IRON

SH SHEET

FT FEET

TYP TYPICAL

ASPH ASPHALT

CONN CONNECTION

TEMP TEMPORARY

AS COM

PROJECT

UPGRADE HYDRANT

LOOP SYSTEM

PROJECT NO. VBDZ132666

CLIENT

STRATTON AIR

NATIONAL GUARD BASE

1 AIR NATIONAL GUARD ROAD

SCHENECTADY, NY 12302

518.344.2480 tel

CONSULTANT

AECOM

10 S. JEFFERSON STREET

ROANOKE, VA 24011

540.857.3100 tel 540.857.3180 fax www.aecom.com

CONSULTANTS

REGISTRATION

~<(,P.LTH Op o'C- 0

/ &-9-2010 ~c;..

-t. 8 KIMBERLY E TULOU :;

Lie. No. 046459

ISSUE/REVISION

2016-06-09 B-3 SUBMITTAL

2016-03-25 B-2 SUBMITTAL

l/R DATE DESCRIPTION

KEY PLAN

PROJECT NUMBER

VBDZ132666

AECOM PROJECT NUMBER

60341187

SHEET TITLE

GENERAL NOTES AND

WATER UTILITY NOTES

G002

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BU!LDING

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BUILDING

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-"'-~-1----CONTRACTOR TO ENTER

KEY PLAN

SCALE: 1" = 100'

AND EXIT THROUGH BASE

MAIN ENTRANCE

<\)o

1,:'"'1:;

~\. c:::;

/I

1"=100'

NOTE:

IF THIS DRAWING IS AN ENLARGEMENT

OR REDUCTION, USE GRAPHIC SCALES.

100' 50' 0 100' -----------

GRAPHIC SCALES

200'

AS COM

PROJECT

UPGRADE HYDRANT

LOOP SYSTEM

PROJECT NO. VBDZ132666

CLIENT

STRATTON AIR

NATIONAL GUARD BASE

1 AIR NATIONAL GUARD ROAD

SCHENECTADY. NY 12302

518.344.2480 tel

CONSULTANT

AECOM

10 S. JEFFERSON STREET

ROANOKE, VA 24011

540 .857.3100 tel 540.857.3180 fax www.aecom.com

CONSULTANTS

REGISTRATION

ISSUE/REVISION

2016-06-09 B-3 SUBMITTAL

2016-03-25 B-2 SUBMITTAL

l/R DATE DESCRIPTION

KEY PLAN

PROJECT NUMBER

VBDZ132666

AECOM PROJECT NUMBER

60341187

SHEET TITLE

KEY PLAN

C001

4"

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12+00

BUILDING

13+00

PLAN

SCALE: 1" = 30'

PROFILE

SCALE: 1" = 30' HORIZ

1"=10'VERT

14+00

BUILDING

8" WATER MAIN TO

REMAIN IN SERVICE------------

8"x8" TAPPING SLEEVE

WV

8" GATE VALVE

CONSTRUCTION POINT 16]

ENLARGED PLAN

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15+00

NOTTO SCALE

w _, 16+00 17+00

SHEET NOTES:

1. SEE SEQUENCE OF CONSTRUCTION NOTES ON

SHEET G002.

2. WH ERE PAVEMENT IS DISTURBED, REPAIR IN KIND

WITH FLEXIBLE PAVEMENT PER DETAIL ON SHEET

C502.

3. DEPTH OF EXISTING UTILITIES UNKNOWN.

4. HYDRANT MAIN PUMPER NOZZLE TO FACE

BUILDING 20.

5. REFER TO GENERAL NOTE 1 AND WATER UTILITY

NOTE 8 REGARDING EXISTING UTILITIES.

6. DEPTH OF SANITARY LINE UNKNOWN. MAINTAIN

SEPARATION PER DETAIL, SEPARATION OF WATER

FROM STORM OR SEWER ON SHEET C501.

7. INSTALL ALL VALVES WITH VALVE BOX. SEE SHEET

C502. VALVES SHALL BE GATE VALVES AS

SPECIFIED.

1"=10'

NOTE:

s:: 330

I 1 320 z m (/) 310 m m I m 300 m -I N 290

17+75

IF THIS DRAWING IS AN ENLARGEMENT

OR REDUCTION, USE GRAPHIC SCALES.

10' 0 10' - - 20' --- - 30' 15' 0 30' 60'

1"=30' - - -- - -

GRAPHIC SCALES

AS COM

PROJECT

UPGRADE HYDRANT

LOOP SYSTEM

PROJECT NO. VBDZ132666

CLIENT

STRATTON AIR

NATIONAL GUARD BASE

1 AIR NATIONAL GUARD ROAD

SCHENECTADY, NY 12302

518.344.2480 tel

CONSULTANT

AECOM

10 S. JEFFERSON STREET

ROANOKE, VA 24011

540.857.3100 tel 540.857.3180 fax www.aecom.com

CONSULTANTS

REGISTRATION

~\Op..LTH~;-..

o+ t--,,"P.

I 0-9'-2il 1 ~ %.

8 KIMBERLY E. TULOU >

Lie. No. 046459

ISSUE/REVISION

2016-06-09

B-3 SUBMITTAL

2016-03-25 B-2 SUBMITTAL

llR j DATE I DESCRIPTION

KEY PLAN

PROJECT NUMBER

VBDZ132666

AECOM PROJECT NUMBER

60341187

SHEET TITLE

HYDRANT LOOP PLAN AND PROFILE

C101

N

Cl

Cii z

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320 w I (j) w w

310 (j) w z

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21+00

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1" : 10' VERT

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22+00

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23+00

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23+84

SHEET NOTES:

1. HYDRANT MAIN PUMPER NOZZLE TO FACE

BUILDING 2. SEE FIRE HYDRANT INSTALLATION

DETAIL ON SHEET C501 .

2. REFER TO GENERAL NOTE 1 AND WATER UTILITY

NOTE 8 REGARDING EXISTING UTILITIES.

3. WHERE PIPELINE CROSSES MAIN ENTRANCE,

COORDINATE WORK WITH CONTRACTING OFFICER.

INSTALL STEEL PLATES, TRAFFIC RATED, TO

COVER TRENCH WHEN CONSTRUCTION IS NOT

OCCURRING. COMPLETE PIPELINE INSTALLATION

AT THIS INTERSECTION WITHIN 5 DAYS. MAINTAIN

ONE TRAFFIC LANE OPEN AT ALL TIMES. REPAIR

ANY DAMAGE OF EXISTING STRUCTURES AT NO

COST TO THE OWNER. AVOI D EXISTI NG BOLLARDS,

LANE DIVIDING CURBS, AND GATES AS INDICATED.

REPLACE OR RE PAIR GRASS PAVERS TO

PRE-CONSTRUCTION CONOITIONS.

4. INSTALL ALL VALVES WITH VALVE BOX. SEE DETAIL

SHEET C502. VALVES SHALL BE GATE VALVES AS

SPECIFIED.

NOTE:

IF THIS DRAWING IS AN ENLARGEMENT

OR REDUCTION, USE GRAPHIC SCALES.

- -10' 1":10' - - 0

30' 15' 0

1": 30' ~----

10'

30'

GRAPHIC SCALES

20'

60'

AECOM

PROJECT

UPGRADE HYDRANT

LOOP SYSTEM

PROJECT NO. VBDZ132666

CLIENT

STRATTON AIR

NATIONAL GUARD BASE

1 AI R NATIONAL GUARD ROAD

SCHENECTADY, NY 12302

518.344.2480 tel

CONSULTANT

AECOM

10 S. JEFFERSON STREET

ROANOKE, VA 24011

540.857.3100 tel 540.857.3180 fax www.aecom.com

CONSULTANTS

REGISTRATION

~\'.,i\LTH Op o~ . t.-'1> l b-9-Za lw %_

8 KIMBERLY E. TU LOU >

ISSUE/REVISION

2016-06-09 8-3 SUBMITTAL

2015-03-25 8-2 SUBMITTAL

l/R DATE DESCRIPTION

KEY PLAN

PROJECT NUMBER

VBDZ1 32666

AECOM PROJECT NUMBER

60341187

SHEET TITLE

HYDRANT LOOP PLAN AND PROFILE

C102

"' x

N

"' Cl (ii z

-UE

I I

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360 N

1-

350 w w I w 340 w w z

330 _J

I

320 ~

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23+84 24+00 25+00 so

BUILDING

y.,-

26+00

LOD LOO

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LO

PLAN

SCALE: 1" = 30'

27+00

PROFILE

SCALE: 1" = 30' HORIZ

1" = 10' VERT

BUILDING

LOD LOD

28+00

LOD

a:

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29+00

8" D.I.

SHEET NOTES:

1. DEMOLISH EXISTING VAULT BY DISPOSING OF

INTERIOR PIPING AS SPECIFIED. BREAK UP

BOTTOM OF VAU LT FOR DRAINAGE. REMOVE AND

DISPOSE OF ALL CONCRETE TO 2-FEET BELOW

GRADE. FILL IN STRUCTURE WITH FILL APPROVED

BY CONTRACTING OFFICER. RELOCATE

DUMPSTER ADJACENT TO EXISTING VAULT AS

DIRECTED BY THE CONTRACTING OFFICER.

2. COORDINATE LOCATION OF CONNECTION POINT

WITH CONTRACTING OFFICER. RUN ELECTRICAL

THROUGH 1-INCH CONDUIT BELOW GRADE WITH

MARKING TAPE TO LOCATE.

3. INSTALL ALL VALVES WITH VALVE BOX. SEE DETAIL

ON SHEET C502. ALL VALVES SHALL BE GATE

VALVES AS SPECIFIED.

4. PLUGS SHALL BE PRESSURE RATED SAME AS PIPE

AND FITTINGS.

5. SEE SHEET C502 FOR THRUST COLLAR DETAIL.

6. LOCATION OF EXISTING UTILITIES HAS NOT BEEN

SURVEYED OR FIELD VERIFIED. LOCATE EXISTING

STORM DRAIN AND GAS LINE. ROUTE BYPASS

PIPING AS NECESSARY TO AVOID CONFLICTS WITH

EXISTING UTILITIES. REFER TO GENERAL NOTE 1

AND WATER UTILITY NOTE 8 REGARDING EXISTING

UTILITIES.

WV.

WV

W---- INSERTABLE 8" GATE VALVE

'~(~-----THRUST COLLAR (NOTE 5)

c+>-----TEMP PLUG (NOTE 4) r-----1~--1----CONSTRUCTION POINT !ID

300W HEATED

ENCLOSURE 120V, IP,

ELECTRICAL, CONNECT

TO BUILDING 46 PANEL

(NOTE 2),----~

>.----DEMOLISH EXISTING

II

VAULT (NOTE 1)

NEW FIRE LINE WATER

METER VAULT AND

BACKFLOW PREVENTER

(SEE DETAIL SH C501)

NOTE6---1

w "' 00

~BOLLARD (TYP OF 4)

TEMP PLUG (NOTE 4)

ENLARGED PLAN

NOTTO SCALE

NOTE:

30 00 +

30 36 + IF THIS DRAWING IS AN ENLARGEMENT

OR REDUCTION, USE GRAPHIC SCALES.

10' 0 10' 20' 1"=10' ------ -

30' 15' 0 30' 60' 1"=30' - - -----

GRAPHIC SCALES

AS COM

PROJECT

UPGRADE HYDRANT

LOOP SYSTEM

PROJECT NO. VBDZ132666

CLIENT

STRATTON AIR

NATIONAL GUARD BASE

1 AIR NATIONAL GUARD ROAD

SCHENECTADY, NY 12302

518.344.2480 tel

CONSULTANT

AECOM

10 S. JEFFERSON STREET

ROANOKE, VA 24011

540.857.3100 tel 540.857.31 BO fax www.aecom.com

CONSULTANTS

REGISTRATION

~ ~p.L TH Op o~ i.,.

~ b-'1-2Dl(p 1>0 ~ 11.

8 KIMBERLY E. TULOU >

Lie. No. 046459 o(~ i( 1} ~~aNALf}<

ISSUE/REVISION

2016-06-09 B-3 SU BM ITT AL

2016-03-25 B-2 SUBMITTAL

l/R DATE DESCRIPTION

KEY PLAN

PROJECT NUMBER

VBDZ132666

AECOM PROJECT NUMBER

60341187

SHEET TITLE

HYDRANT LOOP PLAN AND PROFILE

C103

L_

;:i;

" SHEET NOTES:

f,.

N iii z

' ' \ .. ·. ·.···• I ' ' \ . . : ... -. I

REMOVE EXIS NG

FIRE HYDRANT 25 -:. -

.•.• ········.•.•·.··· ···.··· (NOTE 3) \

WV

8-

I WV

1~

.,, " ..:j-

I

. -l ' . . : · .r. ·: HYDRANT #25

•... · .· , ·~· ·.. (NOTE 5)

\ /-.i \ II .. : :.....i· - .. ·. . i> .. ·.1 I ' 5

.,. I ·.·.·,·' >g···.·· )!

' ' ·::a .·.1 . 0

·.ti. I ~ zl <t

' <D

10"x6" TAPPING S EVE

~~'D:~~

WV

I

; REMOVE EXISTING FIRE

; HYDRANT #3 AND SAVE FOR

RELOCATION, PLUG AT

/ VALVE WITH MECHANICAL

I PLUG AND THRUST BLOCK

BUILDING

3::

I I

' ;:(J ' I rn .

1\ \ i v ··. ··.~· .· ·

I

I .

o····::

I

I .. '.

/' II

· ·.··.· .. · ·.·.·. ····•.•. i---1+--i-so/-

---0--so-Q-sD---I~.._ ...

Cl\

L RELOCATE EXST

FIRE HYDRANT #3

HERE (NOTE 7)

DI

SMH

8" PVc

=:;:; 7~ · .· · · .· ·· · .· · ·· ·. · . · · · .. ·· .. · .. ··· .. ·· · .. · 6''x~·: TAPPING . < ·

· · .. ·. ·.· ... .. . ·.· .... ·.·· .· ·.· . .. ·· .. ·.·.· -.SAN~ ·.·. · · ·.. . ·. S~EEVEANDVALV~ ...••.. ·.· ...•. · r / .·.· .. ·· .. ·.· .. ·.·.·

.· .. ·.· .. · . . ·· . ·.· .. ·.·· ··········\ > <•····· ·.· ··•.··.•·· ·· ... • •. ·•.· .. ··· ·· · ·.· .. ·· . B$T~EET < · . ..•. ·.·.·.. • .• SM~H .. ··.·.·.· .. . ··.· 8" ~v(; · ... : S:A···N·. ,,·~ 7~+'-~~..:.J · .... .. JB~·:·.··s· ... · p~~·· =·~· .. .. ... lt::J-- ·.·· , . . ·· . - .. - ' ' . . . - ..

,_· '· .· ....• . ·.·.·.· .. ·.········ ·· ·············•· .. · ..... · ...•.•• _.·.·······•·.··.··.•· .. ·•·. ·. · ... . · .. •··.· .. ·.······•·.· ... • •. ·.··.1·.· . . .' _. . :. ~ ·_. :.' ,·-· .. · ' .. ·', . ·Q ·:. ,:_.· · .... . · .. . ··.' ({} I .·.·. ·.·

I ·.· .. ·.·•.·. · .. ·.. . •.·· . .. >. .·.· .. ·.·, <.··.·············.······ · ...... · .. .

' ' ' ' ' ' ' ' '' : ' '' ,· 'j'' .· '

(/]1

' : "" . . . . . . I ', ' ·. , , r EW FLU H-TYPE

. YDRAN #26

. · . NOTE 5)

J I .·_. _. ·:_.~_. ·_..' I

. . . . i

:Y·.··•.·.',· · .' ...

<t

REMOVE EXISTING

FIRE HYDRANT #26

(NOTE 3)

10"x6" TAPPING S EEVE

AND VALVE

4-4" PVC

\ J .. •. ···~.--11 ' ' ' ' 1-'-"-'--"A'--cl'I '·.· .' ' wv:. '

•·.[if \ '"t•·. >.· ..•.. ·\~·········· ·. · .. · .. ·.· .. . · .. . ·· ... ··.' .. ·.·.··1··· ·.' \

BUILDING

2A

~ 1 ··.· ·. ·,··.· .. •' ··.··>····•·.·· .. · .. · .. · · .. ·.·.·.· ... ·.· ·.· .. ·.·.· •.•. · .. ·.·•··.·•·•··. ·•

I r,\ ' ·.·· .. ·.· . .•.. > < . > <\I.. } .•.

~~~-'----'"-:_ ... ·;::_ .· ·. ::· .. '--. '-'-'---"-'--""'' ' '.· .. FO ' ' < ~'"-':_. '-'-'-•.' _. :_ : .

. .·. . . . . . .. · •. so-~~. ·· ··-· · ·_,,"'-c·-· "'-'-. · -·"": -'-'·~· +:=~

BUILDING

PLAN-A

SCALE: 1" = 30'

Dl

DI

DEMOLISH EXISTING

HYDRANT #5 (NOTE 3)

~Printedon %1.]• P~M,i:'t-C:o;oo>;:,cm;;m,;-t - - --- - ------------------- -------------t:" Recycled Content Paper

. . . . . I \

1. HYDRANT MAIN PUMPER NOZZLE TO FACE

BUILDING NUMBER 1. SEE SHEET C501 FOR

HYDRANT DETAIL.

BUILDING

·· ... ··········.<···· •······/··. x••····•· •·. •.1 ·

> .· .· .. ·.·······•01 \--/ .

< < .· .. ·.· .. · / r l_ I "' ~

2. HYDRANT MAIN PUMPER NOZZLE TO FACE

BUILDING 2. SEE SHEET C501 FOR HYDRANT

DETAIL.

3. REMOVE EXISTING HYDRANT AND PIPING TO A

MINIMUM 2 FEET BELOW GRADE. DISPOSE OF

EXISTING HYDRANTS AS SPECIFIED.

4. EXISTING VALVE LOCATION UNKNOWN .

5. SEE FLUSH-TYPE HYDRANT DETAIL SHEET C501 .

6. INSTALL ALL VALVES WITH VALVE BOX AS

INDICATED ON SHEET C502. ALL VALVES SHALL BE

GATE VALVES AS INDICATED.

7. HYDRANT MAIN PUMPING NOZZLE TO FACE

BUILDING 1. REPAINT EXISTING HYDRANT TO

MATCH NEW HYDRANTS.

> ·,· ·.·.·,' .· . ,&; :--&'l<@"-TAPf lNG l EEVE ~I '" ' ~· · .. ·.·' ' '

. NEWF'LUSH·TYPE •. . ·.· ·. Nds;ALVE · ... ·.· .· .. ~--'-.-.-..•. .i:..·1,.·., .. i'.-··.· .. ··: .... ~ . . ··~.··.1.·"' .. ···\o ..... "1.·.·.• ... ·.)I..·.··.·.·.· ... ~·.·. -i--:c4. . . . •... ••..••... ·.··. · .. "'< . · ... ~ HYDRANT#$ (NOTE 5) . . ·· .· ·· · REET •. .• . = · .· · · .· rn · c

· ·.· (NOTEJ, NQjE4Jsr.-- ·· · r ·.· ...•. ·····!(·····.·········

·. 6'1x61' TAPPING · · ... ·. · . ·

··.·.·.· SLEEVEANDVALVE .· . - . . . - ' .. ' . - ..

WV ····.•····· .. · .. · l '.·.·.·.'. >

Naw HYDRANT #5

' ... .. ·smN TE 2) 3 I

I 1.···· . ~ I . f>cl-¥

' ' 1'.o> .·· z I

PLAN-B

SCALE: 1" = 30'

... .. 10"x6"TAPPING S~EE~E · ... ··.•.•·.··· .. · .. · ..

. · .· . AND 6';GATE VALVE~ · .. ·. ·· .·

INSTAL EW HYDRANT

ASSE BLY ON 10" MAIN i (SE DETAIL ON SHEET C501) _i

WV

I

I I

PLAN-C

SCALE: 1" = 30'

NOTE:

IF THIS DRAWING IS AN ENLARGEMENT

OR REDUCTION, USE GRAPHIC SCALES.

30' 15' 0 30'

1 "=30' i--.----

GRAPHIC SCALES

60'

AS COM

PROJECT

UPGRADE HYDRANT

LOOP SYSTEM

PROJECT NO. VBDZ132666

CLIENT

STRATTON AIR

NATIONAL GUARD BASE

1 AIR NATIONAL GUARD ROAD

SCHENECTADY, NY 12302

518.344.2480 tel

CONSULTANT

AECOM

1 OS. JEFFERSON STREET

ROANOKE, VA 24011

540 .857 .3100 tel 540.857.3180 fax www.aecom.com

CONSULTANTS

REGISTRATION

~~p..LTH Op o~ ,_,/:

:!' b-9-Zo l<o 1>Q

"" ~ 8 KIMBERLY E. TULOU >

Lie. No. 046459

ISSUE/REVISION

2016-06-09 B-3 SUBMITTAL

2016-03-25 B-2 SUBMITTAL

l/R DATE DESCRIPTION

KEY PLAN

PROJECT NUMBER

VBDZ132666

AECOM PROJECT NUMBER

60341187

SHEET TITLE

FIRE HYDRANT REPLACEMENT

PLANS

C104

~ Printed on_% Post-Consumer \ii:' Recycled Content Paper

•. ·· .. ·.·.· .. · .. ·.·. :·.· '\"·.:·.· ·.· .· ·1 · ·.·.·.

DI

BlJILDING

DI

BUILD IN

. '. ·.' · o

·. ·- ::fl'. ' . . . ... ·, · .. · . . . :·:_: ·._·. :_ . .·:_p ._

PLAN

SCALE: 1" = 30'

8" INSERTION

GATE VALVE

(NOTE 1)

EXISTING WATER LINE EXITS BASE AND

IS MAINTAINED BY THE TOWN OF

GLENVILLE OUTSIDE OF BASE LIMITS\

SHEET NOTES:

1. LOCATION OF EXISTING 8-INCH WATER LINE

UNKNOWN AND MUST BE FIELD LOCATED. GATE

VALVE SHALL BE LOCATED AT ENTRANCE TO BASE

TO ALLOW ISOLATION OF BASE WATER SYSTEM

FROM TOWN OF GLENVILLE WATER SYSTEM.

NOTE:

IF THIS DRAWING IS AN ENLARGEMENT

OR REDUCTION , USE GRAPHIC SCALES.

30' 15' 0 30'

1"=30' ~----

GRAPHIC SCALES

60'

AS COM

PROJECT

UPGRADE HYDRANT

LOOP SYSTEM

PROJECT NO. VBDZ132666

CLIENT

STRATTON AIR

NATIONAL GUARD BASE

1 AIR NATIONAL GUARD ROAD

SCHENECTADY, NY 12302

518.344.2480 tel

CONSULTANT

AECOM

10 S. JEFFERSON STREET

ROANOKE, VA24011

540.857.3100 tel 540.857.3180 fax www.aecom.com

CONSULTANTS

REGISTRATION

~~p.LTH Op o"' i;,-f' ~ h- 9'-2>10 S:-.,, -/..

8 KIMBERLY E. TULOU >

ISSUE/REVISION

2016-06-09 B-3 SUBMITTAL

2016-03-25 B-2 SUBMITTAL

l/R DATE DESCRIPTION

KEY PLAN

PROJECT NUMBER

VBDZ132666

AECOM PROJECT NUMBER

60341187

SHEET TITLE

WATER MAIN ISOLATION PLAN

C105 x en z z ~a:'.

zW ~o z~

9 >---LO

1-1/2" HATCH DRAIN PIPE

(NOTE 4)----~

VAULT STEPS

(SEE DETAIL THIS SHEET)

7'x8' PRECAST

CONCRETE VAULT

9 .

-----<4

12" MIN.

. -; . .;· •. : ·: 12"x12"x1" SUMP

" ·.,_ -, ,""· .- .- .-. ---~· ""'·""':"'· -.: .-. '""'·:~-.• -, .. -·, .-... - ;-.. ,""; "'· .--.~ •.: (NOTE 2)

VENT REQUIRED

SECURE VENT TO

VAULT ROOF

(TYPICAL OF 2)

6 )---LJ

12" MIN.

PLAN

ABOVE GROUND

ENCLOSURE---i

NOTE6

CONCRETE EQUIPMENT PAD

(SEE DETAIL SH C502)--~

LEGEND:

8" FIRE LINE METER ASSEMBLY

DUCTILE IRON FLANGED ADAPTER

WATER TIGHT WALL SLEEVE WITH LINK SEAL OR

APPROVED EQUAL

ANCHOR BLOCKING (SEE DIMENSIONS IN DETAIL SH C502)

ANCHOR PIPE COUPLING

4" DIAMETER VENT PIPE (2 REQUIRED, SEE DETAIL THIS

SHEET)

36"X36" ALUMINUM ACCESS HATCH

COATED STEEL PIPE SUPPORTS

8" GATE VALVE.

MECHANICAL JOINT RESTRAINT

8" REDUCED PRESSURE DETECTOR ASSEMBLY (RDPA)

BACKFLOW PREVENTOR

#57 STONE

MINIMUM 12" THICK

SECTION A-A

NOTES:

ABOVE GROUND

ENCLOSURE

4'-4"x10'-1 0" CONCRETE

EQUIPMENT PAD

(SEE DETAIL SH C502)

1' MINIMUM WITH VALVE

COMPLETELY OPEN

8" 90' BEND (TYP)

8" D.I. PIPE (TYP)

1. RESTRAIN ALL JOINTS ON PIPING AND VALVES WITH

RESTRAINED JOINT GLANDS AS SPECIFIED.

2. SLOPE FLOOR OF VAULT 1/4" PER FOOT TO DRAIN TO

SUMP.

3. VAULT DESIGN AS SPECIFIED.

4. TURN PVC PIPE DOWN TO DISCHARGE TO GRADE.

5. PIPE DRAIN OUTSIDE OF ENCLOSURE WITH PVC PIPE

TO DAYLIGHT TO DRAIN TO FINISH GRADE. SECURE

ENCLOSURE TO PAD IN ACCORDANCE WITH

MANUFACTURERS INSTALLATION INSTRUCTIONS.

6. LEAVE 1" GAP BETWEEN PIPE AND SLAB TO ALLOW

FOR CONCRETE MOVEMENT WITH TEMPERATURE. FILL

HOLE WITH STONE BEDDING BETWEEN PIPE AND

CONCRETE.

0 0

ANCHOR PIPE

COUPLING

PLAN

4'-0" MIN

FROM EDGE OF

PAVEMENT

NOTES:

1. SEE DETAIL VALVE AND

FIRE HYDRANT

CONNECTION TO MAIN

FOR COMPLETE SYSTEM.

PROVIDE 6" GATE

VALVE WNALVE

BOX FOR EA

HYDRANT CONN

SECTION

BOLLARD

(TYP)

rEXST

GRADE

LEAVE HYD

DRAIN OPEN

FIRE HYDRANT INSTALLATION

NOTTO SCALE

4" SCH 40

STEEL PIPE FILLED

WITH CONCRETE W/

"CONE" TOP AND

PAINTED YELLOW

PAVEMENT OR

EXST GRADE

CONCRETE

FILL

I 1'-9" I

BOLLARD

NOTTO SCALE

FIRE WATER METER VAULT WITH BACKFLOW PREVENTER 10' MIN. 10' MIN.

NOTTO SCALE

SHEET FLOW A

2"x2" MIN WOOD STAKES

OR EQUIVALENT METAL

PICKETS @ 6'-0"0C MIN. A

I

18" MIN.

PLAN

ATTACH FILTER

FABRIC TO STAKES

EMBED FABRIC

IN GROUND

SHEET FLOW

4" MIN .

- 4"MIN.

SECTION A-A

TEMPORARY SILT FENCE

NOTTO SCALE

WIRE SCREEN

CONCRETE BLOCK

GRAVEL FILTER~Rllll~I~

(COARSE

AGGREGATE)

OVERF~1rli, ~~

RUNOFF WATER ,.'.))

WITH SEDIMENT ,JiS:

SEDIMENT

FILTERED WATER

WIRE SCREEN

EXISTING

DROP INLET

WITH GRATE

INLET PROTECTION

NOTTO SCALE

-*El---<llH;:========-W_A_T_E_R_L_IN_E_,-----------------~B---'<f

EXST STORM OR 18" MIN.

SEWER LINE~

I 10' MIN. 10' MIN. I

-+raJ--l+-41-1-===-E-X_S_T_S_T_O_R_M~O-R_S_E_W_E_R--L-IN-E----lla=i+--~(l

I

18" MIN.

WATER LINE --$

EXST STORM OR

SEWER LINE~

18" MIN.

10' MIN. 110' MIN.

-81-<---itllc-~~~~~~~~~-W-A-T-ER,__Ll_N_E=========:ollli ~-'t-

SEPARATION OF WATER

FROM STORM OR SEWER DETAIL

NOTTO SCALE

CORROSION

RESISTANT MATERIAL

~#4REINF W BAR

ENCAPSULATED STEEL STEP

-+--t-1/4"

1 / 4 "'-1--t--l

NOTES:

ALUMINUM STEP

1. VERT SP-12" OC

2. STEPS TO PROTRUDE 5" FROM FACE OF STRUCTURE WALL.

3. PORTION OF ALUMINUM STEP EMBEDDED IN CONCRETE SHALL

BE COATED WITH AN ASPHALT COATING.

MANHOLE STEP DETAIL

NOTTO SCALE

~Printed on % Post-Consumer \i!" RecyGled Content Paper

TAPPING SLEEVE

OR TEE

ANCHOR PIPE COUPLING

(LENGTH AS REQUIRED)

~ ANCHOR PIPE COUPLING

(LENGTH AS REQUIRED)

6" GATE VALVE WITH BOX

VALVE AND FIRE HYDRANT

CONNECTION TO MAIN

NOTTO SCALE

18"

(TYP)

27"

FLIGHT LINE

ACCESS

PAVEMENT

EDGE OF

PAVEMENT

~'Z':'Wr

PROVIDE 6" GATE

VALVE WNALVE

BOX FOR EA LEAVE HYD

DRAIN OPEN HYD CONN

ANCHOR PIPE

BRONZE

INSECT

SCREEN

1. SEE VALVE AND FIRE HYDRANT CONNECTION TO MAIN

DETAIL FOR COMPLETE SYSTEM .

FLUSH TYPE HYDRANT

NOTTO SCALE

/DI VENT

90' BEND (TYP)

CONG SLAB 6"

(MIN)

<I

SEAL W/ WATERSTOP

'-. AND LINK-SEAL

'-VAULT

INTERIOR~

DETAIL - VENT

NOTTO SCALE

NOMINAL TRENCH (1)

PIPE DIA WIDTH

8" THRU 12" 2'-8"

4" AND 6" 2'-0"

(1) WIDTHS SHOWN ARE MAX TRENCH WIDTH

FROM 12" ABOVE TOP OF PIPE TO BOTTOM

OF TRENCH. TRENCH WIDTHS SHALL ALSO

CONFORM W/ THE MIN WIDTHS INDICATED.

(2) MATERIAL FOR INITIAL BACKFILL SHALL BE

AS SPECIFIED.

PIPE TRENCH

NOTTO SCALE

AS COM

PROJECT

UPGRADE HYDRANT

LOOP SYSTEM

PROJECT NO. VBDZ132666

CLIENT

STRATTON AIR

NATIONAL GUARD BASE

1 AIR NATIONAL GUARD ROAD

SCHENECTADY, NY 12302

518.344.2480 tel

CONSULTANT

AECOM

10 S. JEFFERSON STREET

ROANOKE, VA 24011

540.857.3100 tel 540.857.3180 fax www.aecom.com

CONSULTANTS

REGISTRATION

ISSUE/REVISION

2016-06-09 B-3 SUBMITTAL

2016-03-25 B-2 SUBMITTAL

l/R DATE DESCRIPTION

KEY PLAN

PROJECT NUMBER

VBDZ132666

AECOM PROJECT NUMBER

60341187

SHEET TITLE

CIVIL DETAILS

C501

I

24" ...J -

3" CL I ~j~ 12" MIN UNDISTURBED SOIL (TYP)l-t------, (BOTH SIDES OF TRENCH) • o .--J.-+- 1'J

TIE TO FITTING

I z w l'k----- j

THREADED ROD

SIZING CHART

PIPE SIZE ROD DIA.

NUMBER

OF RODS

(INCHES) (INCHES) REQUIRED

8 314 4

NOTES:

1. CONCRETE SHALL BE 3000 P.S.I. READY MIX CONCRETE .

2. REINFORCING SHALL BE DEFORMED, AND TIED TOGETHER

3. TRENCH BOTTOM WIDTH IN VICINITY OF THRUST COLLAR

INSTALLATION SHALL BE THE MINIM UM WIDTH.

4. BACKFILL AND COMPACT IN 6" LAYERS.

5. PLACE THRUST COLLAR ON ONE FULL JOINT OF PIPE .

"CORTEN" THREADED

RODS(TYP)SEE

THREADED ROD

SIZING CHART

• • (2) JOINT RESTRAINTS

6. LAST JOINT OF PIPE WITH THRUST COLLAR TO BE

MECHANICAL JOINT OF PIPE .

TOP VIEW

,___=24~"-~1 ~~I

3" CL_ '' -

(TYP) I -' o-

N (L ~j--+- ,• • ~ ~ ~~·~r::...:::=1=~=.lf_JLITC'~·.::::1:~~~==::'._

SIDE VIEW

TRENCH

VARIES

ELEVATION VIEW

12" MIN (TYP)

lJ..

Ow . a. o. a.

i5 <fl

.w z "' -o::

:;: ::J

• r ~<fl

Ci z ::J

7. PLACE RESTRAINED JOINT THRUST RING FOUR FEET FROM

FITIING END OF PIPE.

8. FORMS SHALL BE USED WHEN PLACING CONCRETE TO

PREVENT CONCRETE FROM INFILTRATING JOINTS.

9. ALLOW MINIMUM OF THREE DAYS FOR CONCRETE TO OBTAIN

STRENGTH BEFORE WATERLINE BECOMES ACTIVE.

10. JOINT RESTRAINTS SHALL BE INSTALLED LIP TO LIP AND

WRAPPED WITH POL YETHYENE TO PREVENT CONCRETE

INTRUSION INTO WEDGE POCKET.

THRUST COLLAR DETAIL

NOT TO SCALE

6" MIN

6"MIN

""'-, • .c. • • · . ., IL,,, I 1'"\'1'- fr//~· . ,/)0/

/(.A,"'! \_COMPACTED OR A A

~ I UNDISTURBED

)( PLAN EARTH (TYP} .J PLAN

BENDS x TEES

90° BEND 45° BEND

A B A B

24" 12" 12" 16"

NOTES:

PLAN AND

ELEVATION PLUGS

TEES PLUGS

A B c D

12" 16" 12" 30"

1. BASED ON 2000 PSF SOIL BEARING PRESSURE AND 100

PSI, STATIC PRESSURE AND AWWA WATER HAMMER

SAFETY FACTOR= 1.5.

2. CONCRETE SHALL BE 3000 PSI READY MIX CONCRETE.

3. ALLOW 3 DAYS FOR CONCRETE TO OBTAIN STRENGTH

BEFORE WATERLINE BECOMES ACTIVE.

4. USE THRUST BLOCKS ONLY WHERE INDICATED WITH

JOINTS RESTRAINED.

THRUST BLOCKS

NOTTO SCALE

1'-6" SQ

CONCRETE

PAD

2-414 EA SIDE

FINISHED

GRADE

CONCRETE SLAB AT FINISHED GRADE

EXCEPT WHERE VALVES OCCUR BENEATH

PAVEMENT, SIDEWALKS OR SLAB.

(FOR CONCRETE SPECS, SEE NOTES ON

EQUIPMENT PAD DETAIL, THIS SHEET)

VALVE BOX SETTING

NOTTO SCALE

EDGE EXISTING PAVEMENT=

EDGE PRO. PATCH ---~

EDGES TO BE TACKED AND

SEALED AT 0.3 GAL/SY (TYP)

MINIMUM 12"+ SET FLUSH WITH EXISTING

PAVEMENT EXISTING PAVEMENT I TRENCH WIDTH I

EXISTING

SUB-BASE

(STONE)

"'1 ::r= PF~~~·i!i:' ·§· ~·· ;~·,.~ .. ·i'.i·· ·.;· ·· ~\'t·'· ··f!·~·~:;·:: '&:·,~~.,;~~·· t;.IJ.~ ... :z .. ·f4·t,.:;;:·"·4·· ··~'·= r-t ::;14~t~rt.1~1;.f1!.~~~\l~~£i I®

= = y)\Y, - - .

UNDISTURBED ~-----~.ill »~~ 11 11;:- SUB-BASE (SOIL) -- -::111 .t~«:<' I I I 6" (MIN.)

TRENCH WIDTH OVERLAP

SEE TRENCHING DETAIL (TYP)

PATCH KEY TABULATION

ITEM DESCRIPTION SPECIFICATION/DEPTH

<D TOP COURSE 402.0973QR/2"

0 BINDER/BASE COURSE 402.2573QR/6"

G) SUB-BASE

NY STANDARD SUB-BASE

COURSE/12"

PAVEMENT PATCH DETAIL

NOTTO SCALE

EQUIPMENT FACE-~ 6"

MIN

SEE SITE DRAWINGS FOR

ELEVATION AND LOCATION

FIN. GR f"-:,s!:=;;;:y;:;:;==;y7~;a"

Oz :.-:: · ,_ .

N:Z .

_l__ 2-#5

NOTES:

1. WORK SHALL CON FORM TO ALL REQUIREMENTS OF ACI 301-05.

2. CONCRETE STRENGTH: fc=4000 psi

3. CONCRETE SHALL HAVE A MAXIMUM WATER- CEMENTITIOUS

MATERIALS RATIO OF 0.45 BY WEIGHT.

4. LIGHTWEI GHT CONCRETE SHALL HAVE A MAXIMUM UNIT WEIGHT OF

115 LBS PER CUBIC FOOT, AND BE AIR-ENTRAINED TO BETWEEN 4 AND

7 PERCENT ENTRAINED AIR

5. FLY ASH OR BLAST FURNACE SLAG MAY BE USED AS CEMENTITIOUS

MATERIAL, SUBJECT TO THE LIMITS SPECIFIED BY ACI 301-05 TABLE

4.2.2.9.

6. OWNERS TESTING AGENCY SHALL PERFORM FIELD TESTING OF

CONCRETE IN ACCORDANCE WITH ACI 301-05 SECTION 1.6.4.

PIPE JOINT (TYP)

UPPER UTILITY PIPE

NOTES:

TYPICAL EXTERIOR

EQUIPMENT PAD DETAIL

NOTTO SCALE

L

U2 L =LENGTH OF PIPE SECTION

CONG. PIER

'.--- UPPER UTILITY PIPE

LOWER UTILITY PIPE

1. PIER REQUIRED WHEN TWO PIPES FROM DIFFERENT UTILITIES CROSS WITH

LESS THAN 18" OF VERTICAL CLEARANCE.

2. PIER TO BE BUILT ON UNDISTURBED EARTH.

3. CONCRETE TO BE READY MIX, 3000 PSI.

4. PROVIDE MINIMUM 6" CLEARANCE FOR ALL OTHER UTILITIES, AND AS

INDICATED IN PROFILES.

5. PROVIDE FOR CROSSINGS BETWEEN PROPOSED WATER MAIN AND

EXISTING UTILITIES WITH MINIMUM SEPARATION AS INDICATED BY WATER

UTILITY NOTES.

CONCRETE PIER DETAIL

NOTTO SCALE

~Printed en~% Post-Consumer '41¢' Recycled Content Paper

AS COM

PROJECT

UPGRADE HYDRANT

LOOP SYSTEM

PROJECT NO. VBDZ132666

CLIENT

STRATTON AIR

NATIONAL GUARD BASE

1 AIR NATIONAL GUARD ROAD

SCHENECTADY, NY 12302

518.344.2480 tel

CONSULTANT

AECOM

1 O S. JEFFERSON STREET

ROANOKE, VA 24011

540.857.3100 tel 540.857.3180 fax www.aecom.com

CONSULTANTS

REGISTRATION

ISSUE/REVISION

2016-06-09 B-3 SUBMITTAL

2016-03-25 B-2 SUBMITTAL

l/R DATE DESCRIPTION

KEY PLAN

PROJECT NUMBER

VBDZ132666

AECOM PROJECT NUMBER

60341187

SHEET TITLE

CIVIL DETAILS

C502