Package_1_-_JB_MDL_-_ATGL_&_LST_-_Plans.pdf

PDF 18 MB Posted Aug 9, 2018

Attached to: Addition/Alteration to existing Building for air transportable galley latrines and latrine service trucks.
Solicitation number: W912DS18B0016
Issued by: Department of the Army Corps of Engineers Engineering District New York

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Plans

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Other files

File	Type	Posted
W912DS18B0016-Bid_Abstract.pdf	PDF	Sep 14, 2018
18B0016_Amendment_0004.pdf	PDF	Sep 10, 2018
Amendment_4_-_ATGL_&_LST_-_Plans.pdf	PDF	Sep 10, 2018
18B0016_Amendment_0003.pdf	PDF	Sep 7, 2018
Amendment_2_-_ATGL-LST_-_Plans.pdf	PDF	Sep 7, 2018
Appendix_A_-_Burlington_Co_Exemption_Notice_B1749.pdf	PDF	Sep 6, 2018
18B0016_Amendment_0002.pdf	PDF	Sep 6, 2018
18B0016_Amendment_0001.pdf	PDF	Aug 16, 2018
W912DS18B0016.pdf	PDF	Aug 9, 2018
Package_2_-_JB_MDL_-_ATGL_&_LST_-_Specifications.pdf	PDF	Aug 9, 2018
Package_4_-_JB_MDL_-_ATGL_&_LST_-_FF&E.pdf	PDF	Aug 9, 2018
Package_3_-_JB_MDL_-_ATGL_&_LST_-_CID.pdf	PDF	Aug 9, 2018

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ATGL & LST B1749

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SHEET

REFERENCE

NUMBER

LOCATION PLANVICINITY MAP

ADAL B1749 for ATGL & LST Servicing

PROJECT NUMBER: PTFL 163015

Joint Base McGuire-Dix-Lakehurst, New Jersey xx xx c-xx x.

dw g

JULY 6, 2018

7/ 6/

G-001

C O

T, SH

, L

O C

G M

SHEET INDEX

NUMBER TITLE

MECHANICAL

M-001 MECHANICAL GENERAL NOTES AND

ABBREVIATIONS

M-002 MECHANICAL LEGEND AND ABBREVIATIONS

MD101 MECHANICAL DEMOLITION PLAN

MH101 MECHANICAL HVAC PLANS

M-501 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-602 MECHANICAL SCHEDULES

M-801 MECHANICAL CONTROLS

M-802 MECHANICAL CONTROLS

M-803 MECHANICAL CONTROLS

M-804 MECHANICAL CONTROLS

M-805 MECHANICAL CONTROLS

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES AND

ABBREVIATIONS

E-002 ELECTRICAL SYMBOLS

ES101 ELECTRICAL SITE PLAN

ED101 ELECTRICAL DEMOLITION PLAN

EP101 ELECTRICAL POWER PLAN

EP102 MECHANICAL EQUIPMENT POWER PLAN

EL101 ELECTRICAL LIGHTING PLANS

EL102 ELECTRICAL PHOTOMETRICS LIGHTING PLAN

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-503 ELECTRICAL DETAILS

E-601 ELECTRICAL ONE-LINE DIAGRAMS

E-602 LIGHT FIXTURE & MECHANICAL EQUIPMENT

SCHEDULE

E-603 PANELBOARD SCHEDULES

TELECOMMUNICATIONS

T-001 TELECOM GENERAL NOTES AND ABBREVIATIONS

T-101 FIRST FLOOR TELECOMMUNICATIONS PLAN

T-501 TELECOM DETAILS

T-601 TELECOM RISER DIAGRAM

SHEET INDEX

NUMBER TITLE

INTERIORS

IF101 GROUND FLOOR FURNITURE PLAN

IG101 GROUND FLOOR SIGNAGE PLAN , DETAILS, AND

ELEVATIONS

FIRE PROTECTION

F-001 FIRE PROTECTION GENERAL NOTES AND SYMBOLS

FA101 FIRST FLOOR FIRE PROTECTION PLAN

FA501 FIRE ALARM OPERATIONAL MATRIX AND RISER

DIAGRAM

PLUMBING

P-001 PLUMBING GENERAL NOTES, SYMBOLS AND

ABBREVIATIONS

PD101 FIRST FLOOR PLUMBING DEMOLITION PLAN

PS101 SANITARY PIPING PLAN

PW101 DOMESTIC WATER PIPING PLAN

P-401 ENLARGED PIPING PLANS

P-501 PLUMBING SCHEDULES AND DETAILS

P-901 PLUMBING RISER DIAGRAMS

SHEET INDEX

NUMBER TITLE

ARCHITECTURAL

A-001 ARCHITECTURAL ABBREVIATIONS, SYMBOLS

LEGEND & MOUNTING HEIGHTS

A-002 PARTITION TYPES

AD101 DEMOLITION PLAN

AE101 FLOOR PLANS

AE102 ROOF PLAN & DETAILS

AE103 REFLECTED CEILING PLAN

AE201 BUILDING ELEVATIONS

AE202 BUILDING ELEVATIONS

AE301 BUILDING SECTIONS

AE302 WALL SECTIONS

AE401 ENLARGED FLOOR PLAN AND DETAILS

AE402 INTERIOR ELEVATIONS & ROOM FINISH SCHEDULE

AE501 DETAILS

AE502 DETAILS

AE503 DETAILS

AE504 DETAILS AND GLAZING ELEVATION

AE505 ATGL STORAGE RACK DETAILS

AE601 SCHEDULES, DOOR & FRAME TYPES AND DETAILS

SHEET INDEX

NUMBER TITLE

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES

S-002 GENERAL STRUCTURAL NOTES

S-003 WIND LOAD DIAGRAMS

S-004 SNOW LOADING DIAGRAMS AND FALL PROTECTION

S-005 STRUCTURAL SCHEDULE OF SPECIAL

INSPECTIONS

S-101 FOUNDATION PLAN

S-201 FRAMING ELEVATION

S-301 FOUNDATION SECTIONS & DETAILS

S-302 SECTIONS & DETAILS

S-501 TYPICAL CONCRETE DETAILS

S-502 TYPICAL MASONRY DETAILS

SHEET INDEX

NUMBER TITLE

GENERAL

G-001 COVER SHEET, SHEET INDEX, LOCATION &

VICINITY PLANS

G-002 CODE ANALYSIS

G-003 LIFE SAFETY PLAN

CIVIL

VF-101 TOPOGRAPHICAL SURVEY

B-001 BORING LOGS

C-001 GENERAL CIVIL NOTES, ABBREVIATIONS, AND

LEGEND

C-002 FIRE PROTECTION CODE COMPLIANCE SITE PLAN

C-101 DEMOLITION PLAN

C-110 SITE PLAN

C-120 GRADING PLAN

C-130 UTILITY PLAN AND PROFILE

C-140 JOINT LAYOUT PLAN

C-150 STAKING PLAN

C-501 CONSTRUCTION DETAILS

C-502 CONSTRUCTION DETAILS

C-503 CONSTRUCTION DETAILS

C-504 CONSTRUCTION DETAILS

C-701 SOIL EROSION AND SEDIMENT CONTROL NOTES

C-702 SOIL EROSION AND SEDIMENT CONTROL NOTES

C-710 SOIL EROSION AND SEDIMENT CONTROL PLAN -

INITIAL

C-711 SOIL EROSION AND SEDIMENT CONTROL PLAN -

FINAL

C-750 SOIL EROSION AND SEDIMENT CONTROL DETAILS

C-751 SOIL EROSION AND SEDIMENT CONTROL DETAILS

C-752 SOIL EROSION AND SEDIMENT CONTROL DETAILS

C-753 SOIL EROSION AND SEDIMENT CONTROL DETAILS

ISSUED FOR CONSTRUCTION

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REFERENCE

NUMBER

0 1"

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

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xx xx c-xx x.

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1. 2. 3.

4. 5.

6 6

5 5

4 4

3 3

2 2

1 1

ATGL

STAGING

SUPPLY

ATGL

SERVICING

OCCUPANCY LEGEND

SPECIAL PURPOSE INDUSTRIAL

BUSINESS

STORAGE & MECHANICAL

EXIT

7 7

8 8

9 9

10 10

EXIT TRAVEL DISTANCE = 48'

B LIFE SAFETY LEGEND

OCCUPANT LOAD NUMBER AT EXIT

COMPONENT

EXIT COMPONENT MAXIMUM OCCUPANT

CAPACITY NUMBER

MULTI-PURPOSE TYPE FIRE EXTINGUISHER -

WALL BRACKET

MOUNTED AT 48" AFF

TWO HOUR CONSTRUCTION2 HR

ONE HOUR CONSTRUCTION1 HR

SMOKE ENCLOSURE CONSTRUCTIONS

TRAVEL DISTANCE

BUSINESS

OCCUPANCY AREA S.F. / OCC. OCC. LOAD

SPECIAL-

PURPOSE

INDUSTRIAL

5,911 S.F. N/A 3

523 S.F. 100 GROSS 8

STORAGE

OCCUPANT LOAD

439 S.F. 500 GROSS 1

12TOTAL:

6 6

5 5

3 3

1 1

A C

7 7

8 8

9 9

10 10

ATGL

SERVICING

ATGL

STAGING

TRAINING

OFFICE

CORRIDOR

JAN

TOILET

WASH

BLUE

JUICE

BLUE

JUICE

SUPPLY

ALTERATION (NEW

SLAB AND

PLUMBING):

35SF

ALTERATION

(ELECTRICAL):

36SF

ALTERATION

(RADIANT HEATERS

AND GAS PIPING):

141SF

ADDITION:

2,684SF

ALTERATION

(STEEL PURLINS,

ROOM

DEMOLITION, SLAB

REPLACEMENT,

ATGL STORAGE

AND SERVICE):

1,407SF

ALTERATION (SLAB

REPLACEMENT):

263SF

AREA PLAN LEGEND

ALTERATION

1,882GSF (175SM) - DESIGNED

195SM - DD1391 = -10%

ADDITION

2,684GSF (249SM) - DESIGNED

263SM - DD1391 = -6%

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New York District

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REFERENCE

NUMBER

0 1"

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ORIGINAL DRAWING

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ACCORDINGLY

xx xx c-xx x.

dw g

95% SUBMITTAL

C :\U se rs

\m ro

\D oc um en ts \M y R ev it\

0_ Ar ch _O pt 1_ m ro

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G-003

G M

SCALE 3/32" = 1'-0"

LIFE SAFETY PLAN1

8' 24'16'0

3/32" = 1'-0"

ROOM OCCUPANCY SCHEDULE

ROOM

NUMBER ROOM NAME AREA OCCUPANCY S.F./OCC. OCC.

100 ATGL SERVICING 2682 SF SPECIAL PURPOSE INDUSTRIAL N/A 1

101 ATGL STAGING 1313 SF SPECIAL PURPOSE INDUSTRIAL N/A 1

102 CORRIDOR 88 SF BUSINESS 100 GROSS 1

103 JAN 35 SF BUSINESS 100 GROSS 1

104 TOILET 58 SF BUSINESS 100 GROSS 1

105 TOILET 58 SF BUSINESS 100 GROSS 1

106 OFFICE 84 SF BUSINESS 100 GROSS 1

107 TRAINING 218 SF BUSINESS 100 GROSS 3

108 SUPPLY STORAGE 459 SF STORAGE & MECHANICAL 500 GROSS 1

109 WASH 1672 SF SPECIAL PURPOSE INDUSTRIAL N/A 1

SCALE 3/32" = 1'-0"

AREA PLAN2

C R

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0 1"

-4

G L

T Se r

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Jo in t B as e M cG ui re -D ix -L ak eh ur st

, N ew

J er se y

H :P

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L 4

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US Army Corps of Engineers New York District o.

S0 7 00

VF-101

G R

U R

New York District

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NUMBER

0 1"

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B-

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-4

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95% SUBMITTAL

C R

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NUMBER

0 1"

C D

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W G

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ORIGINAL DRAWING

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SHEET, ADJUST SCALES

ACCORDINGLY

-4

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95% SUBMITTAL

GENERAL CIVIL NOTES:

1. COORDINATE WITH BASE CE TO HAVE UTILITIES LOCATED AND MARKED BEFORE WORK BEGINS. ALL UTILITIES

MAY NOT BE SHOWN ON PLANS. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING MARKINGS THROUGHOUT CONSTRUCTION. EXISTING CONDITIONS AND TOPOGRAPHIC INFORMATION SHOWN HAS BEEN TAKEN FROM GIS DATA AND RECORD DRAWINGS PROVIDED BY JOINT BASE MCGUIRE-DIX-LAKEHURST AND SURVEY PERFORMED BY LOWE ENGINEERS WITH SITE WORK PERFORMED ON JANUARY 25, 2018. SEE SHEET VF-101.

2. THE LOCATION OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE SURVEYS AND RECORDS.

THEREFORE, LOCATIONS MUST BE CONSIDERED APPROXIMATE. ALL UTILITIES MAY NOT BE SHOWN ON PLANS.

THE VERIFICATION OF THE LOCATION OF ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. IF DIFFERING CONDITIONS EXIST, THE CONTRACTOR MUST NOTIFY

THE CONTRACTING OFFICER OR THEIR REPRESENTATIVE IMMEDIATELY.

3. GRADE ALL DISTURBED AREAS TO ENSURE POSITIVE DRAINAGE TO DRAINAGE STRUCTURES AND SWALES.

NATURAL FLOW OF SURROUNDING WATERS SHALL NOT BE DISTURBED DURING CONSTRUCTION.

4. ALL EARTHWORK OPERATIONS REQUIRED FOR CONSTRUCTION OF THE VARIOUS STRUCTURES AND UTILITIES INDICATED SHALL BE CONDUCTED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE SPECIFICATIONS.

GRADING SHALL BE AS INDICATED, AND SHALL PRODUCE A FINISHED SURFACE WITH NO PONDING OF WATER, READY TO RECEIVE PAVEMENT OR PLANTING MATERIALS, OR GRASSING.

5. ALL EXCAVATED MATERIAL SHALL BE STOCKPILED IN AN APPROVED AREA DURING CONSTRUCTION. EXCESS OR UNUSABLE TOPSOIL SHALL BE DISPOSED OF OFF-SITE IN A MANNER THAT IS LEGAL AND CONSISTENT WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS. ONCE THE SOIL IS HAULED OFF-SITE, IT IS CONSIDERED REGULATED WASTE THAT MUST BE TESTED IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL

REQUIREMENTS.

6. REMOVE AND PROPERLY DISPOSE OF ALL CONSTRUCTION WASTE AND DEBRIS FROM THE SITE IN A MANNER

THAT IS LEGAL AND CONSISTENT WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS.

7. VERIFY ALL COORDINATES AND DIMENSIONAL INFORMATION PRIOR TO CONSTRUCTION AND ORDERING OF MATERIALS. BRING ANY DIFFERING CONDITIONS WITH LAYOUT TO ATTENTION OF CONTRACTING OFFICER PRIOR

TO STARTING CONSTRUCTION.

8. MATCH ALL NEW PAVEMENT TO BE FLUSH WITH EXISTING, UNLESS OTHERWISE NOTED.

9. ALL DIMENSIONS ARE TAKEN FROM/TO FACE OF CURB, EDGE OF PAVEMENT, OR FACE OF BUILDING, UNLESS

OTHERWISE NOTED.

10. ENSURE ALL EXISTING TOPS OF VALVE BOXES AND MANHOLES ARE RAISED AND/OR LOWERED TO BE FLUSH WITH

FINISHED GRADES, UNLESS OTHERWISE SHOWN.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING INSTALLATION OF ALL NEW UTILITIES WITH THOSE THAT ARE EXISTING. IF EXISTING UTILITIES ARE IN CONFLICT WITH NEW SYSTEMS, THE CONTRACTOR

MUST NOTIFY CONTRACTING OFFICER.

12. COMPLY WITH DEPARTMENT OF DEFENSE REGULATIONS APPLICABLE TO CONSTRUCTION OF THIS SITE.

13. ALL WORK SHALL COMPLY WITH APPLICABLE LOCAL, STATE, AND FEDERAL CODES, SPECIFICATIONS AND REQUIREMENTS. IF DIFFERING CONDITIONS EXIST BETWEEN THE DRAWINGS, SPECIFICATIONS AND/OR OTHER APPLICABLE REGULATIONS AND GUIDELINES, THE MOST STRINGENT REQUIREMENTS SHALL BE FOLLOWED.

14. HAND DIG ALL EXCAVATIONS WITHIN TWO (2) FEET OF ANY KNOWN UTILITIES.

15. ALL REQUIRED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED, INSTALLED, AND MAINTAINED AS SHOWN ON THE SOIL EROSION AND SEDIMENT CONTROL PLANS CONTAINED WITHIN THESE CONSTRUCTION

DOCUMENTS. LAYOUT AND INSTALL ALL APPLICABLE EROSION CONTROL MEASURES BEFORE ANY

CONSTRUCTION BEGINS.

16. FURNISH AND MAINTAIN ANY AND ALL NECESSARY BARRICADES AROUND WORK AREA AND PROVIDE PROTECTION

AGAINST WATER DAMAGE AND SOIL EROSION.

17. DISTURBED AREAS WHICH ARE NOT PART OF THIS PROJECT SHALL BE RETURNED TO ORIGINAL OR BETTER

CONDITION AT THE COMPLETION OF THE PROJECT.

18. STOCKPILED SOIL SHALL BE ENCIRCLED WITH SILT FENCE AND REGULARLY WETTED, AS NECESSARY, TO

PREVENT DUST AND SEDIMENT TRANSPORT.

19. MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES IN PERFORMING THE WORK IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR, WHO IS ALSO RESPONSIBLE FOR COMPLYING WITH ALL HEALTH AND

SAFETY PRECAUTIONS AS REQUIRED BY ANY REGULATORY AGENCY.

THE CIVIL ENGINEER FOR THIS PROJECT IS:

POND & COMPANY

3500 PARKWAY LANE, SUITE 500

PEACHTREE CORNERS, GA 30092

P. (678) 336-7740

CONTACT: TODD HARRIS, PE

GEOTECHNICAL SERVICES PROVIDED BY:

TERRACON CONSULTANTS, INC.

4081 HADLEY ROAD, UNIT B

SOUTH PLAINFIELD, NJ 07080

P. (908) 546-6161

SURVEY PERFORMED BY:

LOWE ENGINEERS

990 HAMMOND DRIVE, SUITE 900

ATLANTA, GA 30328

P. (770) 857-8400 F. (770) 857-8401

PROJECT NOTES:

AND

DIAMETER

ACRE(S)

ARCHITECT IN CHARGE/ENGINEER IN CHARGE

AEROSPACE GROUND EQUIPMENT

APPROVED

APPROXIMATELY

ANTI-TERRORISM FORCE PROTECTION

BUILDING

BENCHMARK

BOTTOM

CENTERLINE

CUBIC FEET

CLEANOUT

CONCRETE

CONTRACTING OFFICER'S REPRESENTATIVE

CORRUGATED METAL PIPE

DROP INLET

DIAMETER

DUCTILE IRON PIPE

EASTING

EMERGENCY EYEWASH STATION

EXISTING GRADE

ELECTRICAL

ELEVATION

EDGE OF PAVEMENT

EASEMENT

EXISTING

FINISHED FLOOR ELEVATION

FINISHED GRADE

FIRE HYDRANT

FEET

GRADED AGGREGATE BASE

GRATE INLET TOP

GOVERNMENT

HIGH DENSITY POLYETHYLENE PIPE

HORIZONTAL

HEIGHT

HEAD WALL

INSIDE BOTTOM OF WALL

INSIDE DIAMETER

INVERT ELEVATION

INCH

INCORPORATED

INVERT

IRON PIN FOUND

IRON PIN SET

JUNCTION BOX

LINEAR FEET

LIGHT POLE

MAXIMUM

MECHANICAL

MINIMUM

MANHOLE

MONUMENT

NORTHING

NUMBER

NOT TO SCALE

OUTSIDE BOTTOM OF WALL

ON CENTER

ON CENTER EACH WAY

OUTSIDE DIAMETER

OIL/WATER SEPARATOR

POST INDICATOR VALVE

POINT OF BEGINNING

PETROLEUMS, OILS, AND LUBRICANTS

PROPOSED

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POLYVINYL CHLORIDE

QUALITY CONTROL

REINFORCED CONCRETE PIPE

RIGHT OF WAY

SANITARY

STORM DRAIN

SQUARE FEET

SPECIFICATIONS

SQUARE

SANITARY SEWER

SANITARY SEWER MANHOLE

STANDARD

SIDEWALK

TEMPORARY BENCHMARK

TYPICAL

UNDERGROUND POWER

VERTICAL

WATER METER

WATER VALVE

WELDED WIRE FABRIC

WITH

WATER TO CEMENT

AIC/EIC

A.G.E.

APPR

APPROX.

AT/FP

BLDG

BOT

CONC

COR

CMP

DIA

DIP

EEWS

ELEC

ELEV

ESMT

FFE

GAB

GRT

GOVT

HDPE

HORZ

IBW

INC

INV

IPF

IPS

MAX

MECH

MIN

MON

NTS

OBW

OCEW

OWS

PIV

POB

POL

PROP

PSF

PSI

PVC

RCP

R/W

SAN

SPEC

SSMH

STD

S/W

TBM

TYP

U.P.

VERT

WWF

W/ W/C

ABBREVIATIONS:

DESCRIPTIONEXISTINGPROPOSED

LEGEND:

GENERAL DEMOLITION NOTES:

1. "DEMOLISH" SHALL MEAN TO REMOVE AN OBJECT IN ITS ENTIRETY. RESTORE GRADES AND SURFACE

IMPROVEMENTS TO MATCH EXISTING CONDITIONS OR TO REQUIREMENTS OF NEW WORK, AS APPLICABLE.

2. "TO REMAIN" SHALL MEAN ITEM SHALL REMAIN IN PLACE AND BE PROTECTED DURING ALL PHASES OF

CONSTRUCTION.

3. PROTECT ALL EXISTING FEATURES NOT MARKED FOR DEMOLITION. ANY ITEM DAMAGED DURING THE

PERFORMANCE OF THE WORK WILL BE RESTORED TO ITS ORIGINAL CONDITION, OR REPLACED WITH NEW AT THE CONTRACTOR'S EXPENSE. TAKE PRECAUTIONS TO NOT OVERLOAD PAVEMENTS WHICH SHALL REMAIN.

4. PAVEMENT TO BE DEMOLISHED SHALL BE SAWCUT ALONG CLEAN EVEN EDGE OF REMOVAL TO PROVIDE A

SMOOTH TIE-IN OF NEW PAVEMENT.

5. DISPOSAL OF ALL DEMOLISHED MATERIALS MUST BE OUTSIDE THE LIMITS OF GOVERNMENT-CONTROLLED LANDS IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE IF ANY MATERIAL IS FOUND TO CONTAIN HAZARDOUS, TOXIC, BIOLOGICAL OR RADIOLOGICAL SUBSTANCES. ALL WASTE MATERIAL TO BE HAULED OFF-BASE MUST BE ANALYZED FOR PETROLEUM CONTAMINANTS IN ACCORDANCE WITH THE STATE OF NEW JERSEY DEPARTMENT OF ENVIRONMENTAL PROTECTION DIVISION OF SOLID AND HAZARDOUS WASTE REQUIREMENTS. DISPOSE OF ANY IMPACTED SOILS

ACCORDINGLY.

6. COORDINATE AND CONFIRM LIMITS OF UTILITY DEMOLITION WITH NEW UTILITY CONNECTION POINTS. DEMOLISH UTILITIES AT NEAREST APPROPRIATE JOINTS WHEN POSSIBLE IF UTILITY IS TO BE ABANDONED, PLUG AND CAP

REMAINING ENDS.

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REFERENCE

NUMBER

0 1"

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SHEET KEYNOTES:

GENERAL NOTES:

SHEET LEGEND:

A. REFER TO SHEET C-001 FOR GENERAL CIVIL NOTES,

LEGENDS, AND ABBREVIATIONS.

B. THIS PLAN HAS BEEN CREATED TO SHOW

COMPLIANCE WITH UFC 3-600-01 "FIRE PROTECTION

ENGINEERING FOR FACILITIES" SECTION 1-7.2.4.2.

C. THE FOLLOWING ITEMS AS INDICATED IN UFC

3-600-01 SECTION 1-7.2.4.2 CODE COMPLIANCE SITE

PLAN ARE NOT APPLICABLE TO THIS PROJECT:

-LINE OF ENCROACHMENT IDENTIFYING

PROPERTY LINES

FACILITY IS LOCATED WITHIN MCGUIRE AIR

FORCE BASE.

-BUILDING PERIMETER USED FOR FRONTAGE

INCREASE

FACILITY IS WITHIN THE ALLOWABLE AREA

WITHOUT A FRONTAGE INCREASE.

-HAZARDOUS MATERIAL SPILL CONTAINMENT

TANKS

HAZARDOUS MATERIAL SPILL CONTAINMENT

NOT PROVIDED AT THIS FACILITY.

-BACKFLOW PREVENTION

EXISTING BUILDING AND ADDITION IS NOT

SPRINKLER PROTECTED DUE TO BUILDING

SIZE AND BUILDING USE. NO BACKFLOW

PREVENTION IS NEEDED.

-FIRE DEPARTMENT CONNECTION

EXISTING BUILDING AND ADDITION IS NOT

SPRINKLER PROTECTED DUE TO BUILDING

SIZE AND BUILDING USE. NO FIRE

DEPARTMENT CONNECTION IS NEEDED.

-FIRE WATER STORAGE TANK

EXISTING BUILDING AND ADDITION IS NOT

SPRINKLER PROTECTED DUE TO BUILDING

SIZE AND BUILDING USE. NO WATER

STORAGE IS NEEDED.

1. FIRE DEPARTMENT ACCESS WITHIN 33' OF

BUILDING.

2. FIRE LANE APPROACH.

3. INTENDED FIRE DEPARTMENT MAIN ENTRANCE.

4. FIRE HYDRANTS.

FIRE DEPARTMENT ENTRANCE

SCALE: N.T.S.

BASE FIRE

DEPARTMENT

(BUILDING 1712)

PROJECT

LOCATION

BUILDINGADDITION

NEW BUILDING ADDITION

FIRE LANE

FIRE APPARATUS DRIVE PATH

SITE/PROPERTY AREA

SCALE: 1" = 20'

0 20' 40'20'

TRUE

NORTH

TRUE

NORTH

SAN

LOD

LOD LOD

LOD

LODLOD

LOD

New York District

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NUMBER

0 1"

C D

C -1

W G

O C

C O

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

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95% SUBMITTAL

SHEET KEYNOTES

A. REFER TO SHEET C-001 FOR GENERAL CIVIL NOTES,

LEGENDS, AND ABBREVIATIONS.

B. EXISTING CONDITIONS BASED ON FIELD RUN

SURVEY BY LOWE ENGINEERS, PERFORMED ON

01/25/2018.

C. ALL EXISTING STRUCTURES INCLUDING BUT NOT

LIMITED TO MANHOLES, VALVE BOXES, AND

MONITORING WELLS TO BE ADJUSTED TO MATCH

FINISHED GRADE AS SHOWN ON C-120.

1. DEMOLISH CURB. CLEANLY SAWCUT AT NEAREST

JOINT.

2. CLEANLY SAWCUT AND DEMOLISH ASPHALT

PAVEMENT. EXISTING STOOPS TO BE PROTECTED

DURING CONSTRUCTION. IF STOOP IS DAMAGED,

STOOP SHALL BE REPLACE.

3. DEMOLISH BOLLARD AND FOUNDATION.

4. DEMOLISH TREE.

5. DUMPSTERS TO BE RELOCATED. SEE C-110 FOR

NEW LOCATION. COORDINATE WITH

CONTRACTING OFFICER'S REPRESENTATIVE ON

APPROPRIATE STORAGE LOCATION DURING

CONSTRUCTION.

6. DEMOLISH FIRE HYDRANT AT EXISTING VALVE.

VALVE TO REMAIN AND BE PROTECTED DURING

CONSTRUCTION. (NOT IN CONTRACT. TO BE

FUNDED UNDER ALTERNATE FUNDING SOURCE.)

7. CLEANLY SAWCUT AND DEMOLISH CONCRETE

ISLAND.

8. PROTECT EXISTING MONITORING WELL.

9. REMOVE EXISTING FENCE AS NEEDED FOR

CONSTRUCTION ACCESS. PROVIDE

CONSTRUCTION FENCING TO MAINTAIN AIRFIELD

SECURITY PERIMETER. PROVIDE NEW FENCE AND

POSTS UPON COMPLETION OF WORK.

10.PROTECT LIGHT POLE DURING ALL PHASES OF

CONSTRUCTION.

11.SALVAGE EXISTING TRANSFORMER. DEMOLISH

EXISTING TRANSFORMER PAD. SEE ELECTRICAL

SITE PLAN FOR ADDITIONAL INFORMATION.

12.PROJECT EXISTING SIGN.

13.TEMPORARY CONSTRUCTION FENCING.

COORDINATE WITH COR ON FINAL LOCATION.

GENERAL NOTES

CONSTRUCTION LIMITS

CONSTRUCTION FENCING

DEMOLISH CURB AND GUTTER

DEMOLISH TREE

DEMOLISH ASPHALT PAVEMENT

DEMOLISH CONCRETE ISLAND

SHEET LEGEND

SCALE: 1" = 20'

0 20' 40'20'

C R

O N

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O N

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4 5

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REFERENCE

NUMBER

0 1"

C D

C -1

W G

O C

C O

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

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95% SUBMITTAL

SHEET KEYNOTES

A. REFER TO SHEET C-001 FOR GENERAL CIVIL

NOTES, LEGENDS, AND ABBREVIATIONS.

B. NEW ASPHALT PAVEMENT ABUTTING EXISTING

ASPHALT PAVEMENT SHALL BE CONNECTED AS

SHOWN IN DETAIL D1/C-502. ASPHALT TRANSITION

FROM EXISTING TO NEW SHALL BE SMOOTH AND

GRADED AS NEEDED.

C. NEW CONCRETE PAVEMENT ABUTTING EXISTING

ASPHALT PAVEMENT SHALL BE CONNECTED AS

SHOWN IN DETAIL B3/C-502. ASPHALT TRANSITION

FROM EXISTING TO NEW SHALL BE SMOOTH AND

GRADED AS NEEDED.

1. CONCRETE CURB. (SEE DETAIL C4/C-502)

2. CONCRETE PAVEMENT. (SEE DETAIL A1/C-501)

3. ASPHALT PAVEMENT. (SEE DETAIL B1/C-502)

4. RELOCATED DUMPSTER LOCATION.

5. RAISED CONCRETE SIDEWALK. (SEE DETAIL

A3/C-502)

6. CONCRETE EQUIPMENT PAD. SEE STRUCTURAL

DETAIL B4/S-501.

7. RAISED CONCRETE SIDEWALK. MATCH EXISTING

DIMENSIONS. (SEE DETAIL A3/C-502)

8. BOLLARDS. (SEE DETAIL A1/C-502)

9. NEW PAVEMENT TIE TO EXISTING. (SEE DETAIL

D1/C-502)

10.NEW CONCRETE TIE TO EXISTING PAVEMENT.

(SEE DETAIL B3/C-502)

GENERAL NOTES

BUILDINGADDITION

ASPHALT PAVEMENT

CONCRETE PAVEMENT

SHEET LEGEND:

SCALE: 1" = 20'

0 20' 40'20'

ELEVATIO

STATION

STORM PROFILE

0+00 0+10 0+20 0+30 0+40 0+50 0+60

E X.

J B

.3 0'

5' (E

N D

T R

U T

E N

D T

C H

.6 9'

7' (S

U T

. J B)

R T

C H

.9 0'

U T

D T

C H

6" CPP

22LF @ 1.50%

TRENCH

DRAIN

PROP.

GRADE

EX.

GRADE

SAN

W W

U E

New York District

C R

O N

E M

C R

O N

2 3

4 5

N N

D W

N B

D B

T D

C O

N O

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REFERENCE

NUMBER

0 1"

C D

C -1

W G

O C

C O

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

-4

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po nd co

.co m

US Army Corps of Engineers

95% SUBMITTAL

SHEET KEYNOTES

A. REFER TO SHEET C-001 FOR GENERAL CIVIL

NOTES, LEGENDS, AND ABBREVIATIONS.

B. ALL DISTURBED PERVIOUS AREAS SHALL BE

STABILIZED WITH TOPSOILING AND TEMPORARY

SEEDING IF LEFT EXPOSED LONGER THAN 14

DAYS.

1. GRATE INLET. (SEE DETAIL A1/C-504)

2. ADJUST MONITORING WELLS TO BE FLUSH WITH

GRADE.

3. MATCH TOP OF STRUCTURE FLUSH WITH

PROPOSED GRADE.

4. CONCRETE TO BE FLUSH WITH ADJACENT

PAVEMENT. SLOPE SHALL BE ADA COMPLIANT

AND NOT EXCEED 5%.

5. ASPHALT PAVEMENT TO BE FLUSH WITH EXISTING

PAVEMENT. (SEE DETAIL D1/C-502)

6. DOWNSPOUT TO SPLASH BLOCK. SEE

ARCHITECTURAL PLANS.

7. HS-20 RATED TRENCH DRAIN. (SEE DETAIL

C3/C-501)

8. CONNECT PIPE TO EXISTING MANHOLE.

GENERAL NOTES

BUILDING

ADDITION

FFE. 109.64'

SCALE: 1" = 20'

0 20' 40'20'

W W

U C

C U

ELEVATIO

STATION

SANITARY A PROFILE

0+10 0+20 M

H A

.5 3'

(A 2)

M H

.0 0'

U T

6" DIP

24LF @ 1.99%

EXISTING

GRADE

EX. GAS LINE

(DEPTH UNKNOWN)PROPOSED GRADE

New York District

C R

O N

E M

C R

O N

2 3

4 5

N N

D W

N B

D B

T D

C O

N O

U . S

. A R

M Y

R D

Y O

R K ht tp w w w

.n an

.u sa ce .a rm y.

m il

- W

SHEET

REFERENCE

NUMBER

0 1"

C D

C -1

W G

O C

C O

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

-4

6A A

D D

T O

O R

B O

D Y

T N

U M

Jo in t B as e

M cG ui re

-D ix

-L ak eh ur st , N ew J er se y

-F

Jo int

V en tur e

P ar kw ay

La ne

, S uit e 5

Pe ac htr ee

C or ne rs, G A

Ph on e:

8.3

.77 ww w.

po nd co

.co m

US Army Corps of Engineers

95% SUBMITTAL

SHEET KEYNOTES

A. REFER TO SHEET C-001 FOR GENERAL CIVIL

NOTES, LEGENDS, AND ABBREVIATIONS.

B. CONTRACTOR TO VERIFY ALL APPLICABLE

EXISTING UTILITY LOCATIONS PRIOR TO

CONSTRUCTION.

C. SEE D1/C-130 FOR SANITARY PROFILE.

D. THE FINAL BUILDING CONNECTIONS FOR ALL

UTILITIES IS THE RESPONSIBILITY OF THE

BUILDING CONTRACTOR.

E. SEE C2/C-503 FOR PIPE TRENCHING.

1. SANITARY SEWER MANHOLE. (SEE DETAIL

A3/C-504)

2. REPLACE EXISTING SANITARY SEWER MANHOLE

LID. LID SHALL BE HS-20 RATED AND MATCH

EXISTING STENCILING.

3. REPLACE FIRE HYDRANT. CONNECT TO EXISTING

VALVE. (SEE DETAIL C1/C-503) (NOT IN CONTRACT.

TO BE FUNDED UNDER ALTERNATE FUNDING

SOURCE.)

4. CLEANOUT. (SEE DETAIL D2/C-504). CONNECT TO

EXISTING 8" PIPE. DEPTH OF EXISTING LINE IS

UNKNOWN. SEE PS-101 FOR CONNECTION AT

BUILDING AND MINIMUM INVERT REQUIREMENT.

5. 6" DIP SANITARY SEWER.

6. PROVIDE ERGONOMIC SANITARY SEWER LID OR

APPROVED EQUAL. (SEE DETAIL C3/C-504)

7. UNDERGROUND ELECTRICAL CONDUIT TO

BUILDING. SEE ELECTRICAL SITE PLAN FOR

DETAILS.

8. 4" DIP SANITARY SEWER.

9. COMMUNICATIONS HANDHOLE, SEE T-101 FOR

DETAILS.

10.COMMUNICATIONS DUCTBANK. SEE T-101 FOR

DETAILS.

11.CONNECT TO EXISTING COMMUNICATION

MANHOLE. SEE T-101 FOR DETAILS.

GENERAL NOTES

BUILDING

ADDITION

SCALE: 1" = 20'

0 20' 40'20'

TRUE

NORTH

SCALE: 1" = 5'

0 5' 10'5'

HORZ.

VERT.

C R

O N

E M

C R

O N

2 3

4 5

N N

D W

N B

D B

T D

C O

N O

U . S

. A R

M Y

R D

Y O

R K ht tp w w w

.n an

.u sa ce .a rm y.

m il

- W

SHEET

REFERENCE

NUMBER

0 1"

C D

C -1

W G

O C

C O

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

-4

6A A

D D

T O

O R

B O

D Y

T N

U M

Jo in t B as e

M cG ui re

-D ix

-L ak eh ur st , N ew J er se y

-F

Jo int

V en tur e

P ar kw ay

La ne

, S uit e 5

Pe ac htr ee

C or ne rs, G A

Ph on e:

8.3

.77 ww w.

po nd co

.co m

US Army Corps of Engineers

95% SUBMITTAL

SHEET KEYNOTES

A. REFER TO SHEET C-001 FOR GENERAL CIVIL

NOTES, LEGENDS, AND ABBREVIATIONS.

B. SEE A1/C-501 FOR PAVEMENT AND JOINTING

DETAILS.

1. PROVIDE EXPANSION JOINT BETWEEN MANHOLE

TOP AND CONCRETE PAVEMENT.

GENERAL NOTES

CONSTRUCTION JOINT

THICKENED EDGE EXPANSION JOINT

THICKENED EDGE

BITUMINOUS/PCC JOINT

(SEE DETAIL B3/C-502)

REINFORCEMENT

SHEET LEGEND

C C

R R

SCALE: 1" = 20'

0 20' 40'20'

TRUE

W W

U C

32 29

68 69

STAKING POINT TABLE

PT. #

NORTHING

435 182.18

435 184.05

435 184.77

435 186.69

435 137.41

435 120.68

435 188.27

435 173.01

435 176.58

435 169.87

435 179.85

435 164.46

435 115.04

435 070.64

435 117.65

435 060.06

435 099.55

435 099.79

435 170.01

435 164.68

435 179.20

435 194.89

435 145.07

435 164.40

435 168.17

435 182.76

435 144.77

435 143.13

435 119.43

435 121.38

435 114.09

435 121.03

434 952.88

434 937.58

434 952.60

435 009.60

435 006.86

434 995.96

434 994.14

434 971.10

434 918.98

434 931.84

434 941.37

434 950.05

434 961.87

435 145.90

434 976.23

434 971.83

434 964.15

434 972.54

434 968.99

434 970.74

434 958.03

434 961.48

434 970.40

434 967.97

434 959.05

434 933.62

434 930.78

434 907.10

434 911.90

434 913.74

434 923.93

434 924.90

EASTING

467 370.12

467 364.42

467 362.25

467 356.57

467 404.09

467 398.41

467 354.96

467 369.14

467 390.09

467 410.19

467 420.55

467 460.65

467 476.31

467 428.45

467 466.64

467 458.17

467 438.26

467 437.58

467 494.44

467 460.01

467 420.40

467 419.02

467 403.80

467 410.24

467 411.50

467 455.96

467 401.59

467 406.41

467 398.45

467 371.67

467 393.48

467 393.74

467 389.48

467 404.46

467 405.56

467 349.49

467 357.02

467 353.35

467 354.42

467 421.55

467 404.03

467 366.42

467 369.71

467 344.62

467 348.60

467 456.25

467 337.38

467 371.81

467 394.33

467 297.96

467 299.69

467 294.31

467 347.86

467 330.36

467 333.09

467 341.06

467 338.33

467 316.16

467 315.18

467 383.79

467 379.10

467 382.90

467 389.55

467 386.71

DESC.

BOL

BOC

PAD

SSMH

HYD

BOL

New York District

C R

O N

E M

C R

O N

2 3

4 5

N N

D W

N B

D B

T D

C O

N O

U . S

. A R

M Y

R D

Y O

R K ht tp w w w

.n an

.u sa ce .a rm y.

m il

- W

SHEET

REFERENCE

NUMBER

0 1"

C D

C -1

W G

O C

C O

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

-4

6A A

D D

T O

O R

B O

D Y

T N

U M

Jo in t B as e

M cG ui re

-D ix

-L ak eh ur st , N ew J er se y

-F

Jo int

V en tur e

P ar kw ay

La ne

, S uit e 5

Pe ac htr ee

C or ne rs, G A

Ph on e:

8.3

.77 ww w.

po nd co

.co m

US Army Corps of Engineers

95% SUBMITTAL

A. REFER TO SHEET C-001 FOR GENERAL CIVIL

NOTES, LEGENDS, AND ABBREVIATIONS.

B. CONTRACTOR TO VERIFY ALL APPLICABLE

EXISTING UTILITY LOCATIONS PRIOR TO

CONSTRUCTION.

GENERAL NOTES

BOC BACK OF CURB

BOL BOLLARD

CO CLEANOUT

EP EDGE OF PAVEMENT

GI GRATE INLET

HYD HYDRANT

PAD EDGE OF PAD

SSMH SANITARY SEWER MANHOLE

SHEET ABBREVIATIONS

SCALE: 1" = 20'

0 20' 40'20'

TRUE

C R

O N

E M

C R

O N

2 3

4 5

N N

D W

N B

D B

T D

C O

N O

U . S

. A R

M Y

R D

Y O

R K ht tp w w w

.n an

.u sa ce .a rm y.

m il

- W

SHEET

REFERENCE

NUMBER

0 1"

C D

C -5

W G

O C

C O

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

-4

6A A

D D

T O

O R

B O

D Y

T N

U M

Jo in t B as e

M cG ui re

-D ix

-L ak eh ur st , N ew J er se y

-F

Jo int

V en tur e

P ar kw ay

La ne

, S uit e 5

Pe ac htr ee

C or ne rs, G A

Ph on e:

8.3

.77 ww w.

po nd co

.co m

US Army Corps of Engineers

95% SUBMITTAL

CONCRETE PAVEMENT

NO SCALE

CONCRETE PAVEMENT

PORTLAND CEMENT

JOINT NOTES:

1. JOINTS SHALL BE SAWED AS INDICATED.

2. TOP OF SEAL SHALL BE BELOW THE PAVEMENT SURFACE AS SPECIFIED. IN AREAS TO BE GROOVED, THE

JOINT SEAL SHALL BE RECESSED BELOW THE DEPTH OF THE GROOVES.

3. JOINT CONFIGURATION SHALL MEET JOINT SEAL MANUFACTURER'S SPECIFICATIONS. (EXCEPT AS NOTED ON

PLANS AND IN SPECIFICATIONS.)

4. FOR ALL JOINTS THE BACKER ROD MATERIAL SHALL BE COMPATIBLE WITH THE COLD POURED SEALANT AND

SLIGHTLY OVERSIDED TO PREVENT MOVEMENT DURING THE JOINT SEALANT OPERATION.

5. THE WIDTH OF THE JOINTS SHALL BE CORRECTED FOR 68 DEGREES FAHRENHEIT.

6. SEE TYPICAL SECTIONS FOR PAVEMENT THICKNESS.

7. SEE SPECIFICATION SECTION 32 01 19 FOR SEALANT REQUIREMENTS.

8. ALL REINFORCEMENT SHALL BE FREE FROM LOOSE, FLAKY RUST, LOOSE SCALE, OIL, GREASE, MUD, OR

OTHER COATINGS THAT MIGHT REDUCE THE BOND WITH CONCRETE.

9. "T" = THICKNESS OF NEW CONCRETE PAVEMENT. EXISTING CONCRETE MAY BE THICKER THAN NEW

CONCRETE. SAWCUT FULL-DEPTH VERTICAL FACE IN EXISTING CONCRETE WHERE NEW CONCRETE IS

PLANNED.

10. IRREGULAR, UN-EVEN, OR ROUNDED JOINTS THAT ARE TOO WIDE TO BE 100% SHAPED BY SAW CUT DIMENSION IN DETAIL SHALL HAVE A LARGER SEAL INSTALLED. CONTRACTOR SHALL FIRST DETERMINE THE NEW RESERVOIR DIMENSIONS, SIZE OF THE SEAL TO BE APPROXIMATELY TWICE THE JOINT WIDTH, THEN MAKE SUBMITTAL TO THE CONTRACTING OFFICER PRIOR TO SHAPING THE RESERVOIR. LARGER SEAL INSTALLATION SHALL BE FULL LENGTH OF THE EFFECTED SLABS, TERMINATING AT INTERSECTING JOINTS.

11. SEALS WITHOUT PROPER RECESS, OR OTHERWISE IMPROPERLY INSTALLED, SHALL BE REPLACED WITH NEW

SEAL FROM PLANNED JOINT TO PLANNED JOINT.

1/4" (TYP.)

SEE DETAIL "A"

3/8" (MIN.)

* INITIAL SAW-CUT NOT REQUIRED

AT LONGITUDINAL CONSTRUCTION JOINT.

BEVELED EDGE

3/8" ± 1/16"

3/4" SEALANT

COLD APPLIED

-C U

(SEE NOTE NO. 4.) T

N.T.S.

CONTRACTION JOINT

(LONGITUDINAL AND TRANSVERSE)

N.T.S.

JOINT SEAL - DETAIL "A"

INITIAL SAW

KERF REQUIRED

JOINT WIDENING

SAW-CUT

OVERCUT TO

PROVIDE POCKET

OF 1/2" TO 3/4"

N.T.S.

EXPANSION JOINT SEAL DETAIL

1/4"

1/4" BEVELED EDGE (TYP.)1/4" 3/4"

(TO TOP OF

SEALANT)

JET FUEL RESISTANT

JOINT SEALANT

GRADED CRUSHED

AGGREGATE BASE

COURSE

EXPANSION JOINT SEAL

SEE DETAIL THIS SHEET.

5'-0"

OR NEAREST JOINT LINE

STRUCTURES OR

EXISTING CONCRETE

PAVEMENT

REINFORCEMENT WHERE

INDICATED

THICKENED EDGE EXPANSION JOINT

N.T.S.

5'-0"

OR NEAREST JOINT LINE

ASPHALT OR

GRASS

REINFORCEMENT WHERE

INDICATED

THICKENED EDGE JOINT

N.T.S.

BACKER ROD

SEE NOTE NO. 5.

BEVEL

EDGES (TYP.)

AGGREGATE BASE

COMPACTED SUBGRADE GRADED CRUSHED

AGGREGATE BASE

COURSE

OVERCUT TO PROVIDE

POCKET OF 1/2" TO 3/4"

RESILIENT FIBERBOARD JOINT

FILLER- ONE PIECE, FULL DEPTH,

FULL WIDTH (CAST-IN-PLACE,

TOP PORTION CUT OUT FOR

JOINT SEALER & BACKER ROD)

W2.9XW2.9 WHERE

INDICATED BY "R" ON C-140

NOTE:

SUBGRADE TO BE COMPACTED TO 12" DEPTH AND TO AT LEAST 95 PERCENT

LABORATORY MAXIMUM DENSITY

BACKER ROD

OVERCUT TO PROVIDE

POCKET OF 3/4" TO 1-1/8"

REINFORCEMENT WHERE

INDICATED

SAWCUT EXISTING PAVEMENT TO PROVIDE STRAIGHT VERTICAL JOINT.

CLEAN SURFACES OF DIRT, CLAY AND OTHER OBJECTIONABLE MATERIAL.1.

NOTES:

1'-0" (MIN.)

1' (TYP)

ASPHALT PAVEMENT PATCH

NO SCALE

EXISTING BASE

SAWCUT AT LIMITS

OF REMOVAL (TYP.)

EXISTING PAVEMENT

ASPHALT SECTION TO MATCH

EXISTING PAVEMENT SECTION

UNDISTURBED SOIL

(TYP.)

COMPACTED BACKFILL

SPECIFICATION CLAUSE

K300 KLASSIKDRAIN - LOAD CLASS C

GENERAL

THE SURFACE DRAINAGE SYSTEM SHALL BE

POLYMER CONCRETE K300 CHANNEL SYSTEM WITH

GALVANIZED STEEL EDGE RAILS AS MANUFACTURED

BY ACO POLYMER PRODUCTS, INC.

MATERIALS

CHANNELS SHALL BE MANUFACTURED FROM

POLYESTER RESIN POLYMER CONCRETE WITH AN

INTEGRALLY CAST-IN GALVANIZED STEEL EDGE RAIL.

MINIMUM PROPERTIES OF POLYMER CONCRETE WILL

BE AS FOLLOWS:

COMPRESSIVE STRENGTH: 14,000 PSI

FLEXURAL STRENGTH: 4,000 PSI

TENSILE STRENGTH: 1,500 PSI

WATER ABSORPTION: 0.07%

FROST PROOF YES

DILUTE ACID AND ALKALI RESISTANT YES

B117 SALT SPRAY TEST COMPLIANT YES

THE SYSTEM SHALL BE 12" (300mm) NOMINAL INTERNAL WIDTH WITH A 14.2" (390mm) OVERALL

WIDTH AND A BUILT-IN SLOPE OF 0.5%. CHANNEL

INVERT SHALL HAVE DEVELOPED "V" SHAPE. ALL

CHANNELS SHALL BE INTERLOCKING WITH A

MALE/FEMALE JOINT.

THE COMPLETE DRAINAGE SYSTEM SHALL BE BY

ACO POLYMER PRODUCTS, INC. ANY DEVIATION OR

PARTIAL SYSTEM DESIGN AND/OR IMPROPER

INSTALLATION WILL VOID ANY AND ALL WARRANTIES

PROVIDED BY ACO POLYMER PRODUCTS, INC.

CHANNEL SHALL WITHSTAND LOADING TO PROPER

LOAD CLASS AS OUTLINED BY EN 1433. GRATE TYPE

SHALL BE APPROPRIATE TO MEET THE SYSTEM LOAD

CLASS SPECIFIED AND INTENDED APPLICATION.

GRATES SHALL BE SECURED USING 'QUICKLOK'

BOLTLESS LOCKING SYSTEM. CHANNEL AND GRATE

SHALL BE CERTIFIED TO MEET THE SPECIFIED EN

1433 LOAD CLASS. THE SYSTEM SHALL BE INSTALLED

IN ACCORDANCE WITH THE MANUFACTURER'S

INSTRUCTIONS AND RECOMMENDATIONS.

NOTES:

1. IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS.

ENGINEERING ADVICE MAY BE REQUIRED.

2. MINIMUM CONCRETE STRENGTH OF 4,000 PSI IS RECOMMENDED. CONCRETE SHOULD BE VIBRATED TO ELIMINATE

AIR POCKETS.

3. EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE RECOMMENDED TO PROTECT CHANNEL

AND CONCRETE SURROUND. ENGINEERING ADVICE MAY BE REQUIRED.

4. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 1/8" [3mm] ABOVE THE TOP OF THE CHANNEL EDGE.

5. CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS. ENGINEERING ADVICE MAY BE REQUIRED TO

DETERMINE PROPER LOAD CLASS.

6. REFER TO ACO'S LATEST INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS.

SEE NOTE 4

PAVEMENT PER

DESIGN

DOCUMENTS

10" [250mm]

TRENCH DRAIN (OR APPROVED EQUAL)

NO SCALE

C R

O N

E M

C R

O N

2 3

4 5

N N

D W

N B

D B

T D

C O

N O

U . S

. A R

M Y

R D

Y O

R K ht tp w w w

.n an

.u sa ce .a rm y.

m il

- W

SHEET

REFERENCE

NUMBER

0 1"

C D

C -5

W G

O C

C O

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

-4

6A A

D D

T O

O R

B O

D Y

T N

U M

Jo in t B as e

M cG ui re

-D ix

-L ak eh ur st , N ew J er se y

-F

Jo int

V en tur e

P ar kw ay

La ne

, S uit e 5

Pe ac htr ee

C or ne rs, G A

Ph on e:

8.3

.77 ww w.

po nd co

.co m

US Army Corps of Engineers

95% SUBMITTAL

PIPE BOLLARD

NO SCALE

C U

EXISTING BASE

18"

REMOVE EXISTING PAVEMENT

(NEW PAVEMENT TO MATCH

SAWCUT EDGE.)

SURFACE COURSE

BINDER COURSE

DENSE GRADED

AGGREGATE BASE

12" COMPACTED SUBGRADE TO AT LEAST 95

PERCENT LABORATORY MAXIMUM DENSITY

6" SCHEDULE 40 DUCTILE IRON PIPE BOLLARD

FILLED WITH CONCRETE. PAINT WITH 2

COATS OF RUST INHIBITING PRIMER AND

COVER WITH 1/8" THICK PLASTIC BOLLARD

COVER, COLOR DARK BROWN (FEDERAL

STANDARD 595 B #20040)

UNDISTURBED SOIL

2'-0"

6" 3'

-0

CONC. FILL 4000 PSI

3"3"

4' -0

EXPANSION JOINT SEALED WITH

WATER AND JET FUEL RESISTANT

JOINT SEALANT

UNPAINTED PORTION OF

BOLLARD SHALL BE PAINTED

WITH 2 COATS OF RUST

INHIBITING PRIMER

CORE EXISTING PAVEMENT

FOR CLEAN STRAIGHT

PAVEMENT INTERFACE. CORE

IN AREAS WHERE

SURROUNDING AREA IS TO BE

UNDISTURBED. USE

SONOTUBE FOR

CONSTRUCTION OF BOLLARD.

FINISHED GRADE

EXISTING PAVEMENT

ASPHALT PAVEMENT

NO SCALE

NEW PAVEMENT TIE TO EXISTING

NO SCALE

SIDEWALK

SCALE: N.T.S.

NOTE:

1. CONFIRM BOLLARD COLOR SELECTION WITH CONTRACTING OFFICER'S REPRESENTATIVE PRIOR

TO PURCHASING OF MATERIALS.

2. SUBGRADE TO BE COMPACTED TO 12" DEPTH AND TO AT LEAST 95 PERCENT LABORATORY

MAXIMUM DENSITY

FINISHED GRADE

ROUNDED TOP

CONCRETE CURB

NO SCALE

NEW ASPHALT

PAVEMENT

AGGREGATE BASE

COURSE

BITUMINOUS

PRIME COAT

PREPARED

SUBBASE

TACK COAT VERTICAL

SURFACE BEFORE NEW

CONSTRUCTION

NOTE:

1. SUBGRADE TO BE SCARIFY AND COMPACTED TO 12" DEPTH TO AT LEAST 95 PERCENT

LABORATORY MAXIMUM DENSITY

CONCRETE TO ASPHALT

PAVEMENT JOINT - TYPE S

C-502

FIELD POURED

JOINT SEALANT.

DEPTH EQUAL TO

1 - 1.5 TIMES

JOINT WIDTH (W)

BACKER ROD, NON-MOISTURE

ABSORPTIVE NON-REACTIVE

MATERIAL. DIAMETER EQUAL TO

JOINT WIDTH (W) PLUS 1/8"

COMPLETED JOINT

PCC PAVEMENT

SURFACE

ASPHALT PAVEMENT

SURFACEW

1/2" MIN. TO

5/8" MAX.

POURED JOINT SEALANT

RECESSED 1/4" TO 5/16"

BELOW PAVEMENT SURFACE

SAWCUT DEPTH AS

REQUIRED FOR

SEALANT RECESS

AND BACKER ROD

PROTECT

PAVEMENT FACE

CONCRETE TO ASPHALT PAVEMENT

JOINT HOT APPLIED SEALANT DETAIL

SCALE: N.T.S.

VARIES

1/2" EXPANSION JOINT BETWEEN WALK AND

ADJACENT STRUCTURE OR CURB

NOTE:

PROVIDE 0.5 INCH THICK TRANSVERSE EXPANSION

JOINTS AT CHANGES IN DIRECTION WHERE

SIDEWALK ABUTS CURB, STEPS, RIGID PAVEMENT,

OR OTHER SIMILAR STRUCTURES; SPACE

EXPANSION JOINTS EVERY 30 FEET MINIMUM.

EXPANSION JOINT

4" THICK CONCRETE

NOTE:

PROVIDE CONTRACTION JOINTS SPACED EVERY

5 LINEAR FEET UNLESS OTHERWISE INDICATED.

CUT CONTRACTION JOINTS ONE INCH DEEP

WITH A JOINTING TOOL AFTER THE SURFACE

HAS BEEN FINISHED.

CONTRACTION JOINT

1/4" RADIUS

FINISH

1/8"

1/2"

PREMOLDED JOINT FILLER

EXTENDING TO BOTTOM

SURFACE OF CONCRETE.

PROVIDE SEALANT ABOVE

FILLER IN ACCORDANCE

WITH SPECIFICATIONS.

6" COMPACTED

SUBGRADE

CONCRETE CURB

(SEE DETAIL C4/C-502)

PAVEMENT

STRUCTURE

EDGE

PIPE TRENCHING

NO SCALE

18" 15" 12" 10"

48" & LARGER

33" TO 42"

24" TO 30"

21" OR SMALLER

AODA

O .D

./2

O .D

" M

NOTES

1. PROVIDE BEDDING MATERIAL IN ACCORDANCE WITH THE

SPECIFICATIONS.

2. MAXIMUM TRENCH WIDTH "W" TAKEN AT TOP OF PIPE.

PIPE DIA.

"D"

MAXIMUM

"A"

BEDDING MATERIAL

UNDISTURBED SOIL (TYP.)

C R

O N

E M

C R

O N

2 3

4 5

N N

D W

N B

D B

T D

C O

N O

U . S

. A R

M Y

R D

Y O

R K ht tp w w w

.n an

.u sa ce .a rm y.

m il

- W

SHEET

REFERENCE

NUMBER

0 1"

C D

C -5

W G

O C

C O

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

-4

6A A

D D

T O

O R

B O

D Y

T N

U M

Jo in t B as e

M cG ui re

-D ix

-L ak eh ur st , N ew J er se y

-F

Jo int

V en tur e

P ar kw ay

La ne

, S uit e 5

Pe ac htr ee

C or ne rs, G A

Ph on e:

8.3

.77 ww w.

po nd co

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US Army Corps of Engineers

95% SUBMITTAL

(TYP.)

1"1/ 2"

NOTE: SET CONCRETE

COLLAR AND TOP

OF VALVE BOX

FLUSH WITH

FINISHED GRADE

IN PAVED AREAS.

#3 BAR ALL AROUND

(W/ 6" OVERLAP)

WATER

LINE

GRADE

TIE VALVE TO

CONCRETE

BLOCK

NO SCALE

FIRE HYDRANT ASSEMBLY

STENCIL "WATER" ON COVER

ROUND CONCRETE COLLAR

CONCRETE THRUST BLOCKING.

SIZE AS TEE. SEE DETAIL THIS

SHEET FOR THRUST BLOCKING

DIMENSIONS.

FIRE HYDRANT BOLLARD

SPACING

NO SCALE

PLAN

ELEVATION

NOTES

1. SEE DETAIL C3/C-503 FOR BOLLARD SPACING REQUIREMENT.

2. SEE DETAIL A3/C-503 FOR THERMITE WELD.

THRUST BLOCKS

NO SCALE

THRUST BLOCK NOTES:

1. KEEP CONCRETE CLEAR OF JOINT AND JOINT ACCESSORIES.

2. CONCRETE THRUST BLOCKING SHALL BE POURED AGAINST UNDISTURBED

EARTH.

3. THRUST BLOCKS FOR VERTICAL BENDS HAVING DOWNWARD RESULTANT

THRUSTS SHALL BE THE SAME AS FOR HORIZONTAL BENDS.

4. BEARING AREAS, VOLUMES, AND SPECIAL BLOCKING DETAILS SHOWN ON

PLANS TAKE PRECEDENCE OVER THIS STANDARD.

5. TAPPING VALVES SHALL HAVE THRUST BLOCKING AS SPECIFIED FOR TEES.

6. CONTRACTOR SHALL PROVIDE RESTRAINT AT ALL PRESSURE LINE FITTINGS

USING EITHER CONCRETE BLOCKING OR TIE ROD ASSEMBLIES.

7. CONCRETE FOR THRUST BLOCKS SHALL BE 4000 PSI MINIMUM STRENGH.

8. ANCHOR BLOCKS FOR VERTICAL BENDS SHALL BE SIZED AS 90° BENDS

REGARDLESS OF ANGLE.

0.4 0.7 1.0

2.0 2.6 4.0

1.5

WYE

0.6 1.4

3.9 2.5

1.2

4.6 7.1

6" 4"

8" 10"

0.8 1.9

5.0 3.3

9.7 7.5

15.1

13.7 17.8 27.5

#6 #4

#8 #10

14" 16" 20"

8" THRU 10"

4" THRU 6"

20" THRU 24"

12" THRU 18"

19.6 12.7 9.7

10.17.212" 5.5

0.7

7.8 5.0 3.9

2.0 2.9

1.3

SEE NOTE 8

UNDISTURBED EARTH (TYP.)

BEARING AREA (TYP.)

POURED CONCRETE BLOCKS (TYP.)

VERTICAL BEND

2.6

MIN. DEPTH OF BURY

AS SPECIFIED (TYP.)

DOUBLE ANCHOR

GALVANIZED RODS

BITUMASTIC COATED

AND EMBEDDED 30" IN

CONCRETE

PIPE

FITTING

SIZES TEE &

END

90°

BEND

45° BENDS

& WYES

22 1/2°

BEND

11 1/4°

BEND

ANCHOR ROD SIZE

PIPE SIZE ROD SIZE

BEARING AREA OF BLOCK IN SQ.FT.

PLACE DOUBLE LAYER OF TAR PAPER

BETWEEN CONCRETE BLOCKING AND

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