Amendment_3_-_KC46_BOT_-_Plans.pdf

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GENERAL SHEET NOTES

KEYED NOTES

8 0 8

Scale: 1/8 INCH = 1 FOOT

1 REMOVE EXIST CONCRETE SLAB IN HATCHED AREA.

2 REMOVE EXIST TRENCH WITHIN THE HATCHED AREA.

3 EXISTING CMU TO BE REMOVED. SEE SHEET S-202 FOR DETAILS.

A FOR GENERAL STRUCTURAL NOTES, SEE SHEETS S-001 THROUGH

S-003.

1/8" = 1'-0"B2 DEMOLITION PLAN - EXIST BOT AREA

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1. SOURCE OF TOPOGRAPHY SHOWN ON THE CIVIL PLANS ARE PROVIDED BY GEOD CORPORATION, SUPPLEMENTED BY GROUND SURVEY PERFORMED APRIL 2018 AND JULY 2018.

2. ACTUAL CONDITIONS MAY VARY FROM THOSE SHOWN ON THESE PLANS. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND ADJUST WORK PLAN ACCORDINGLY PRIOR TO BEGINNING CONSTRUCTION.

CONTRACTING OFFICER SHALL BE NOTIFIED OF SUCH DISCREPANCIES OF EXISTING CONDITIONS FOR

DESIGN CHANGE APPROVAL.

3. EXISTING TOPOGRAPHY, STRUCTURES, UTILITIES, AND SITE FEATURES ARE SHOWN SCREENED AND/OR LIGHT-LINED. NEW FINISH GRADE, STRUCTURES, AND SITE FEATURES ARE SHOWN HEAVY-LINED.

4. HORIZONTAL DATUM: NEW JERSEY STATE PLANE COORDINATE SYSTEM (NAD83). SEE DWG C-100 FOR SITE

BENCHMARK AND TRAVERSE POINT INFORMATION.

5. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). SEE DWG C-100 FOR SITE

BENCHMARK AND TRAVERSE POINT INFORMATION.

6. MAINTAIN, RELOCATE, OR REPLACE EXISTING SURVEY MONUMENTS, CONTROL POINTS, AND STAKES

WHICH ARE DISTURBED OR DESTROYED. PERFORM THE WORK TO PRODUCE THE SAME LEVEL OF

ACCURACY AS THE ORIGINAL MONUMENT(S) IN A TIMELY MANNER, AND AT THE CONTRACTOR'S EXPENSE.

7. COORDINATES AND DIMENSIONS SHOWN FOR ROADWAY AND PARKING IMPROVEMENTS ARE MEASURED

AT THE FACE OF CURB OR EDGE OF PAVEMENT.

8. STAGING AREA SHALL BE FOR CONTRACTOR'S EMPLOYEE PARKING, CONTRACTOR'S TRAILERS AND

ON-SITE STORAGE OF MATERIALS.

9. PROVIDE TEMPORARY FENCING AS NECESSARY TO MAINTAIN SECURITY AT ALL TIMES.

10. ELEVATIONS GIVEN ARE TO FINISH GRADE UNLESS OTHERWISE SHOWN.

11. SLOPE UNIFORMLY BETWEEN CONTOURS AND SPOT ELEVATIONS SHOWN.

12. ALL DISTURBED AREAS NOT RECEIVING A HARD SURFACE SHALL RECEIVE 4" TOPSOIL AND SEEDING, AS

SPECIFIED.

13. CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION CONTROL

DEVICES DURING CONSTRUCTION. SEE EROSION CONTROL DRAWINGS.

14. EXISTING UNDERGROUND UTILITIES OBTAINED FROM AS-BUILTS AND FROM FIELD SURVEY. CONTRACTOR

SHALL FIELD VERIFY DEPTH AND LOCATION PRIOR TO EXCAVATION.

15. PROTECT ALL EXISTING UTILITIES AND STRUCTURES TO REMAIN DURING CONSTRUCTION, UNLESS NOTED

OTHERWISE.

16. UNLESS OTHERWISE SHOWN ALL PIPING SHALL HAVE A MINIMUM OF 3' COVER.

17. ALL GRAVITY PIPES BETWEEN MANHOLES SHALL HAVE A CONSTANT SLOPE UNLESS A STRUCTURE OR

FITTING IS SHOWN.

18. FOR TRENCHING AND BACKFILL, SEE TYPICAL TRENCHING DETAIL ON SHEET C-501.

19. FOR SURFACE RESTORATION OF ASPHALT CONCRETE, SEE SITE DETAILS.

20. MINIMUM ALLOWABLE CLEARANCE BETWEEN PIPES AT CROSSINGS SHALL BE 3". WHERE CLEARANCE IS LESS THAN 12", CLSM SHALL BE USED AS INDICATED ON TRENCH PIPE CROSSING DETAIL, SHEET C-501.

21. UTILITIES SHOWN ARE PROVIDED BY THE SURVEYOR, NOT ALL EXISTING UTILITIES MAY BE SHOWN. THE

CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES MARKED OR UNMARKED BEFORE

COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL USE EXTREME CARE IN ALL EXCAVATIONS TO AVOID CONFLICTS WITH ALL UTILITIES MARKED OR UNMARKED. CONTRACTOR SHALL REPAIR, AT HIS OWN

EXPENSE, ANY UTILITIES DAMAGED DURING CONSTRUCTION.

22. CONTRACTOR IS REQUIRED TO OBTAIN WRITTEN APPROVAL FROM THE CONTRACTING OFFICER FOR ANY

DEVIATIONS FROM PLANS AND SPECIFICATIONS.

23. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER SITE ACCESS AND USAGE OF THE ADJACENT AREAS. ALL TRAFFIC MAINTENANCE CONTROL SHALL BE COORDINATED WITH THE CONTRACTING OFFICER.

24. ALL DIMENSIONS, ELEVATIONS, AND STATIONS ARE IN FEET, UNLESS INDICATED OTHERWISE.

25. PROJECT TESTING: ALL CIVIL TESTING REQUIRED WILL BE CONDUCTED BY THE CONTRACTOR, AS

SPECIFIED.

26. CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE OWNER'S REPRESENTATIVE

PRIOR TO COMMENCEMENT OF DEMOLITION ACTIVITIES.

27. ALL WORK SHALL BE SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF LOCAL AND GOVERNMENT

REGULATORY AGENCIES AND THE CONTRACTING OFFICER.

28. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND LOCAL

AND GOVERNMENT CODES, ORDINANCES, AND REGULATIONS. IN CASE OF CONTRADICTION OR

DISCREPANCY BETWEEN REQUIREMENTS, CONTRACTOR SHALL INCORPORATE WHICHEVER IS MOST

STRINGENT, WHERE A QUESTION REMAINS ON WHICH REQUIREMENT IS MOST STRINGENT, CONTRACTOR SHALL SUBMIT ISSUE TO THE CONTRACTING OFFICER IN WRITING. THE DECISION OF THE CONTRACTING

OFFICER SHALL BE CONSIDERED FINAL.

29. SPECIAL HANDLING AND CONSIDERATION SHALL BE REQUIRED FOR EXCAVATED SOILS THOUGHT TO

CONTAIN PETROLEUM-BASED/ CONTAMINATED/ HAZARDOUS SUBSTANCES. CONTRACTOR SHALL

PERIODICALLY MONITOR EXCAVATED SOILS, SAMPLING EVERY 100 FT OF EXCAVATION. SOILS SHALL BE STORED ON SITE OR DISPOSED OF PROPERLY IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REQUIREMENTS AND THE PROJECT SPECIFICATIONS. CONTRACTOR SHALL COORDINATE REMOVAL OF PETROLEUM-BASED/CONTAMINATED/ HAZARDOUS MATERIALS WITH OWNER. CONTRACTOR SHALL TAKE THREE COMPOSITE SAMPLES TO EXCAVATION DEPTH WITHIN THE LIMITS OF EXCAVATION. EACH SAMPLE

SHALL BE TESTED FOR TOTAL PETROLEUM HYDROCARBONS (TPH) AND BENZENE, TOLUENE,

ETHYLBENZENE AND XYLENES (BTEX). CONTRACTOR SHALL DELIVER ANALYTICAL REPORT TO

CONTRACTING OFFICER, FOR DETERMINATION OF SOIL DISPOSITION. CONTRACTOR SHALL DISPOSE OF

SOILS AS INSTRUCTED BY OWNER.

GENERAL SITE NOTES

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DECIDUOUS TREE

PINE TREE

SPOT ELEVATION

SINGLE POST SIGN

DOUBLE POST SIGN

PROTECTIVE POST / BOLLARD

STREET LIGHT

SIDEWALK LIGHT

SEWER MANHOLE

DRAINAGE MANHOLE

DRAINAGE CATCH BASIN (RECTANGLE)

DRAIN

CLEAN OUT

TRAVERSE CONTROL POINT

WATER MANHOLE

ELECTRIC MANHOLE

TELEPHONE/COMMUNICATION MANHOLE

GAS MARKER

BENCHMARK

DRAINAGE CATCH BASIN (SQUARE)

FIRE HYDRANT

WATER VALVE

STAND PIPE (DOUBLE)

GAS METER

HEAD WALL

GM

MAJOR CONTOUR LINE

MINOR CONTOUR LINE

FLARED END SECTION

DEPRESSED CURB

EDGE OF PAVEMENT

F.E.S.

E.O.P.

CIVIL LEGEND

EXISTING PROPOSED AC ASPHALT CONCRETE

AT/FP ANTI-TERRORISM FORCE PROTECTION

ASPH ASPHALT

BM BENCHMARK

C COMMUNICATION

CLSM CONTROLLED LOW STRENGTH MATERIAL

CTD CENTERED

DIP DUCTILE IRON PIPE

CONC CONCRETE

CPP CORRUGATED PLASTIC PIPE

DC DEPRESSED CURB

D STORM DRAIN OR DRAINAGE

DIA DIAMETER

DEMO DEMOLISH

E ELECTRICAL

ELEV ELEVATION

EOP EDGE OF PAVEMENT

EXST EXISTING

FES FLARED END SECTION

G GAS

GB GRADE BREAK

GM GAS METER

INV INVERT

MH MANHOLE

MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

OC ON CENTER

PCC PORTLAND CEMENT CONCRETE

PVMT PAVEMENT

PVC POLYVINYL CHLORIDE

R RADIUS

RCP REINFORCED CONCRETE PIPE

S SEWER

SD SUB DRAIN

SIM SIMILAR

STRUCT STRUCTURE

TR TRAVERSE

TYP TYPICAL

U UNIDENTIFIED

U.N.O. UNLESS NOTED OTHERWISE

W WATER

CIVIL ABBREVIATIONS

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Drain

GM

F.E.S.

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SANITARY SEWER

STORM DRAIN

SUB DRAIN

COMMUNICATION CABLES

PETROLEUM, OIL, LUBRICANT

NATURAL GAS

HIGH TEMPERATURE WATER SUPPLY

AND RETURN

HTWSHTWS

COMMCOMMCOMMCOMM

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EXST SUB DRAIN

EXST 6" CURB

EXST EDGE

OF PVMT

EXST 6' SIDEWALK

EXST 15"

STORM DRAIN

EXST 12" STORM DRAIN

EXST 6.5' ASPH

SIDEWALK

EXST HOT WATER

SUPPLY AND RETURN

EXST SUB DRAIN

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SD SD SD SD SD

SD

SD

D D D D D

D

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W W W W W W W W W W W W W W W W W W

Clean Out

E Clean Out

S S

S S

S

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SD

SD

SD

SD

SD

SD

SD

SD

SD SD

SD

SD

SD

SD

SD

SD SD

SD

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SD

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Out

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Clean Out

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BM

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C C C

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EXST DUMPSTER

N 436549.78 E 466199.31

6.5' EXST SIDEWALK

EXST GRASS

N 436530.06 E 466375.27

CONTROL POINT TABLE

TRAVERSE POINT / BENCHMARK

TR-1 / BM-1

TR-2

TR-101 / BM-3

TR-102

TR-201 / BM-2

TR-202

TR-203

Northing

436608.59

436680.82

436357.70

436306.01

436493.17

436442.12

436434.62

Easting

466187.57

466569.20

466610.76

466248.81

466456.89

466351.95

466306.16

Elevation

114.965

111.816

112.754

115.132

115.053

115.431

115.273

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A. FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS SEE DWG

C-001.

B. THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES

AS INDICATED HAVE BEEN OBTAINED FROM EXISTING RECORDS

AND FIELD SURVEYS. UNDERGROUND STRUCTURES AND

UTILITIES MAY BE PRESENT WHICH ARE NOT DOCUMENTED OR

LOCATED.

C. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

FIELD-VERIFY EXISTING STRUCTURES, UTILITIES, AND SURVEY

INFORMATION, AND TO TAKE NECESSARY PRECAUTIONS DURING

DEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL

FIELD-CHECK ALL EXISTING CONDITIONS AND BE THOROUGHLY

FAMILIAR WITH THE SITE BEFORE ANY WORK COMMENCES. ANY

DISCREPANCIES IN THE DRAWINGS SHALL BE IMMEDIATELY

REPORTED TO THE OWNER BEFORE ANY FURTHER WORK

COMMENCES. IN THE EVENT AN UNEXPECTED UTILITY OR

STRUCTURE INTERFERENCE IS ENCOUNTERED, THE

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER.

D. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ITEMS

NOT TO BE DAMAGED DURING DEMOLITION AND CONSTRUCTION.

THE CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED OR

DISTURBED ITEMS TO THE SATISFACTION OF THE OWNER.

GENERAL SHEET NOTES

20' 40'0

N

47 C-100

FOR CONSTRUCTION

C

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GGGGG

1.

2.

3.

4.

5.

6.

FINISH GRADE,

SLOPE AS SHOWN

ON GRADING PLANS

1:1, TYP

COMPACTED BASE COURSE

PREPARED SUBGRADE,

AS SPECIFIED

WIDTH AS NOTED

ON PLANS

6X6 6/6 WIRE MESH, SEE NOTE A

SLOPE 1/4"/FT

OR AS SHOWN

4" MINIMUM CONCRETE DEPTH

1/2" PJF (WHERE AGAINST

BUILDING OR RIGID STRUCTURE)

TOOLED

COLD JOINT

7.

8.

9.

10.

TYPICAL SECTION

6" TYP

1'-0" MIN

4" M

IN

4"

M

IN

NOTES:

PLACE WIRE MESH AT CENTER OF CONCRETE

SECTION MAINTAINING A COVER OF 2" ON TOP

AND SIDES.

BROOM FINISHED CONCRETE SURFACE. SMOOTH

FINISH (3" WIDE) AT EDGES AND CONTRACTION

JOINTS W/ STEEL TROWELS.

A.

B.

10 78

F8 TYPICAL CONCRETE SIDEWALK

NONE

INSTALL CONTROL JOINTS EVERY 6 FEET (MAX)

USING A TOOL SCORE 1" DEEP, 1/4" WIDE, AND

INSTALL EXPANSION JOINTS EVERY 32 FEET O.C. (MAX).

C.

CONTROLLED LOW-STRENGTH

MATERIAL (CLSM). MINIMUM

28-DAY COMPRESSIVE STRENGTH

1.

PLAN

SECTION

12"

TYP

TY

P

12"

TYP

M

IN

3"

B8 TRENCH PIPE CROSSING

NONE

NOTES:

CLSF SUPPORT IS REQUIRED:

A. WHEN BOTH PIPELINES ARE

NEW AND CLEARANCE

BETWEEN THEM IS LESS THAN

12".

B. WHEN A NEW PIPELINE IS

CROSSING OVER AN EXISTING

PIPELINE AND THE CLEARANCE

BETWEEN THEM IS LESS THAN

12".

C. AT ALL PIPE CROSSINGS

WHERE A NEW PIPELINE IS

CROSSING UNDER AN EXISTING

PIPELINE.

D. REFER TO SPECIFICATION 03 30

00 FOR ADDITIONAL CONCRETE

REQUIREMENTS.

OF 100 PSI CONCRETE.

NEW SURFACING, SEE PLANS, REFER TO

REFERENCED PAVEMENT SECTIONS

TRENCH BACKFILL ABOVE

PIPE ZONE, AS SPECIFIED

PIPE OUTSIDE DIAMETER

PIPE BEDDING MATERIAL, FOR MINIMUM

TRENCH STABILIZATION MATERIAL

WHERE REQUIRED

DEPTH OF COVER

PIPE ZONE

1.

2.

3.

4.

5.

6.

7.

8.

9. MINIMUM WIDTH = PIPE OD + 1'-6"

MARKING TAPE AS

B4 TYPICAL TRENCH

NONE

THICKNESS, SEE TABLE.

PIPE ZONE UPPER LIMIT, FOR MINIMUM

THICKNESS, SEE TABLE

10.

PIPES 15" AND LESS

PIPES 18" TO 36"

CONDUIT

DIRECT BURIED CABLE

DUCT BANKS

PIPE BEDDING

(MINIMUM)

THICKNESS

(INCHES)

4" 6" 3" 3" 3"

PIPES 15" AND LESS

PIPES 18" TO 36"

CONDUIT

DIRECT BURIED CABLE

DUCT BANKS

PIPE ZONE UPPER

LIMIT (MINIMUM)

THICKNESS

(INCHES)

12" 12" 3" 3" 3"

A.

B.

C.

D.

E.

NOTES:

1.

2.

3.

4.

5.

CONTRACTION JOINT,

SEE NOTE A AND B

CONCRETE SLAB

ON GRADE

REINFORCING, #5 @ 12"

CTD 2 1/2" COVER

BASE COURSE

PREPARED SUBGRADE

CONTRACTION JOINT SHALL BE MADE, CLEANED WITH COMPRESSED AIR, AND FILLED WITH SEALANT AS

SPECIFIED. SEE DETAIL F4 ON DRAWING C-502.

CONCRETE JOINT SPACING: AS SHOWN.

INSTALL 1/2" PREMOLDED JOINT FILLER FULL DEPTH WHERE CONCRETE PAVEMENT ABUTS CONCRETE CURB, BUILDING OR ANY RIGID STRUCTURE.

PROVIDE A 12" THICK BY 18" WIDE THICKENED EDGE AROUND PERIMETER OF SLAB. TRANSITION THICKENED

EDGE TO NORMAL THICKNESS IN 18".

PROVIDE PORTLAND CEMENT CONCRETE PAVEMENT AS SHOWN ON PLANS.

8"

NOTE:

A.

1" 6"

2" 7"

1. FINISH GRADE AS

SHOWN

2. TACK COAT

3. PRIME COAT (AS

SPECIFIED)

4. GEOTEXTILE (AS

SPECIFIED)

5. TOP OF PREPARED

SUBGRADE

6. PREPARED SUBGRADE

(AS SPECIFIED)

7. ASPHALT CONCRETE

SURFACE COURSE

8. ASPHALT CONCRETE

INTERMEDIATE COURSE

9. BASE COURSE (RAPID

DRAINING MATERIAL)

10. AGGREGATE BASE

COURSE

PROVIDE ASPHALT CONCRETE PAVEMENT

SECTION AS SHOWN OR MATCH EXISTING,

WHICH EVER IS GREATER.

NOTE:

A. PAINT EDGE OF EXISTING ASPHALT WITH TACK COAT PRIOR TO PAVING.

CRACK SEAL JOINT AFTER PAVING OPERATION HAS BEEN COMPLETED.

1. CRACK SEAL, TYP, SEE

NOTE

2. EXISTING PAVEMENT

3. EXISTING BASE COURSE

4. PREPARED SUBGRADE

5. SAW CUT 2' MIN JUST

PRIOR TO PAVING

6. EDGE OF EXISTING

PAVEMENT

7. NEW PAVEMENT

8. NEW BASE COURSE(S) PER

ASPHALT CONCRETE

PAVEMENT SECTION.

1/

2"

2"

10'-0" 3"

1. PREFORMED JOINT SEAL

2. EDGE OF CONCRETE AS SHOWN

ON PLAN

3. GREASE AND CAP SLAB-SIDE OF

DOWEL

4. CONCRETE PAVEMENT

5. 18"×1 1/4" STEEL DOWELS @ 12"

OC, CENTERED IN IMPACT SLAB

6. CONCRETE EXPANSION JOINT

7. PREPARED SUBGRADE

8. BURIED SLAB

9. BASE COURSE, PER PAVEMENT

SECTIONS.

10. ASPHALT CONCRETE

PAVEMENT

11. TACK COAT SURFACES

12. 1" DEEP × 3/4" WIDE SAW CUT

GROOVE. FILL WITH CRAFCO

TYPE SEALANT

13. BACKER ROD

14. JOINT SEALANT, AS SPECIFIED

6 7 8 9

1. PROVIDE PIPE BEDDING MATERIAL

FOR A MINIMUM OF 8" AROUND

CLEANOUT WYE

2. PIPE BEDDING MATERIAL AS

SPECIFIED

3. FINISHED SURFACE/GRADE.

4. CAST IRON FRAME AND COVER

5. CONCRETE COLLAR

6. 45° BEND

7. PIPE DIAMETER AS

INDICATED.

2' SQ

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F4 ASPHALT CONCRETE PAVEMENT

NONEF1 CONCRETE PAVEMENT

NONE

D1 PAVEMENT CONNECTION

NONE D4 CONCRETE TO ASPHALT TRANSITION

NONE

B1 ROOF DRAIN AND SUBDRAIN CLEANOUT

NONE

1 1

SNAP CAP

1/2" PJF

(U.N.O.)

WALL, COLUMN, OR

FOUNDATION

SLAB SLAB

SNAP CAP

3/4" PJF

(U.N.O.)

1"

POLYURETHANE OR POLY

SULPHIDE BASE SEALANT

1/4" RADIUS (TYP)

SLAB1/

2"

POLYURETHANE OR POLY

SULPHIDE BASE SEALANT

3' -6

1" 3"

C

LR

3' -6

1. GROUT PLUG

2. 8" DIA. SCHED 40 STEEL PIPE,

GRIND SMOOTH, FILL WITH CONC

AND PAINT WITH ANTI-RUST

PAINT. COLOR TO MATCH BRICK.

3. 1/2" EXPANSION JOINT W/

SEALANT

4. CONCRETE PAVEMENT

5. CONCRETE ENCASEMENT

6. 1'-6" MIN DIA.

NOTES:

A. INSTALL CENTER OF BOLLARD 'IN-LINE' WITH EDGE

OF EQUIPMENT DOOR FRAME AND AT AN OFFSET

DISTANCE OF 1'-6" FROM THE EDGE OF BUILDING.

2'-3"

1. MANHOLE FRAME AND

COVER

2. GROUT

3. REINFORCED STANDARD

TOP SLAB DESIGNED FOR

HS20 LOADING

4. PRECAST MANHOLE

SECTION

5. MANHOLE BASE

6. INSIDE DIAMETER SHALL BE 4' MIN.

7. PRECAST 2", 4" OR 6" GRADE

RINGS TO SUIT GRADE

8. FINISH GRADE

9. VARIES AS REQUIRED 2"

MINIMUM 12" MAXIMUM

SUBBASE COURSE

BASE COURSE (RDM)

COMPACTED SUBGRADE

SEE PAVING DETAIL

1. WHITE CONCRETE CURB

MATCH COLOR

OF EXISTING CURBING.

2. EXPANSION JOINT W/

SEALANT

3. CONCRETE SIDEWALK

6"

6"

1'

6"

R1"

6" 6" 6"

SEE SIDEWALK DETAIL

2 3

NOTES:

A. 10 FEET MAXIMUM SPACING BETWEEN

CONTRACTION JOINTS.

SUBBASE

BASE COURSE (RDM)

SEE PAVING DETAIL

1. WHITE CONCRETE CURB

MATCH COLOR

OF EXISTING CURBING

2. FINISHED GRADE

3. FILTER FABRIC

4. 6" SUBDRAIN

5. 6" MIN. OVERLAP

6"

6"

1'

6"

R1"

6" 6" 6"

NOTES:

A. 10 FEET MAXIMUM SPACING

BETWEEN CONTRACTION JOINTS.

" M

IN

COURSECOURSE

COMPACTED

SUBGRADE

3"

1' -6

TYP

3" MIN

3" M

IN

1. MOUNTING HARDWARE

2. SIGN WORDING LAYOUT AND MATERIAL

TO BE PER BASE INSTALLATION SIGN

STANDARDS.

3. 2" SQUARE STEEL TUBING, OR

APPROVED EQUAL

4. CONCRETE SIDEWALK OR BACK OF

CURB

5. CONCRETE BACKFILL

NOTES:

A. ALL HOLES TO BE 9/16" DIAMETER FOR 1/2" BOLTS.

B. ALL MATERIAL TO BE PAINTED PER BASE

INSTALLATION STANDARDS.

C. FOR SIGNS MOUNTED ON BUILDING EXTERIOR,

PLACE AT 7 FEET ABOVE PAVEMENT SURFACE

AND ATTACH USING MASONRY TYPE FASTENERS.

5' -0

3'

-0

1'

6" M

IN

6" M

IN

M

AX

6" M

IN

4" MIN

1. FLEXIBLE MANHOLE CONNECTOR

2. PROVIDE JOINT ON PIPE WITHIN

1'-6" OF OUTSIDE FACE OF

MANHOLE IF APPLICABLE.

3. LESS THAN 2'-0"

4. COMPACTED IMPORTED PIPE

BEDDING TO UNDISTURBED

EARTH, 6" MIN

5. INSIDE DIAMETER SHALL BE 4' MIN.

6. PRECAST BASE

7. CAST-IN-PLACE BASE

8. MANHOLE TOP

9. MANHOLE STEPS, IF SPECIFIED

10. PRECAST MANHOLE SECTIONS

11. GROUT IN EVEN SLOPE FROM

FLOW LINE TO FLOW LINE

12. POURED OR PRECAST CONC BASE

AT CONTRACTORS OPTION

13. SLOPE 2" PER 1'-0"

6 7

2"

SE

E

PL

AN

1/4"x4 1/2" SQUARE DOWEL

PLATE AND SLEEVE @ 18" OC

STOP REINF

AT JOINT

2"

TYP

EA SIDE

C

LR

SLAB REINF

SAW CUT 1/8" WIDE x T/4 DEEP

JOINT W/EARLY ENTRY SAW. FILL

JOINT WITH POLYURETHANE OR

POLY SULPHIDE BASE SEALANT

T

2"

SE

E

PL

AN

SLAB REINF

C

LR

T

SAW CUT 1/8" WIDE x 1 T/4 DEEP JOINT

W/EARLY ENTRY SAW. FILL JOINT WITH

POLYURETHANE OR POLY SULPHIDE

BASE SEALANT

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SLAB CONTROL JOINT SLAB CONSTRUCTION JOINT ISOLATION JOINT EXPANSION JOINT

FRAME PLAN

GRATE PLAN

SECTION A

SECTION B

1' -1

0"

2' -1

1"

2' -0

2'-0"

A

BB

2'-11"

1'-10"

6"

2'-0"

2"

TOTAL WEIGHT 400 LBS MIN.

PLAN SECTION A-A

A

8" 8"4'-0"

8" 4'

-0

8"

MORTAR

8" 8"

2"

8" 4'-0" 8"

1. HEAVY DUTY CAST IRON

FRAME AND COVER

2. FRAME SHALL BE SET IN

A 1" BED OF MORTAR

AND LOCKED IN PLACE

WITH MORTAR CAP

3. 2-#4 BARS, 4 SIDES OF

OPENING

4. #4 BARS 12" O.C. BOTH

WAYS.

SOLID COVER

FRAME SECTION

1.

2.

LETTERING "D" (STORM)

SHALL BE STAMPED OR

CAST INTO COVER.

MACHINE TO A TRUE 26"

D

2'-0"

2'-3"

3'-3"

7"

3/ 4"

4- 1/

4"

2'-1 3/4"

2"

1"

8"

3/4"

1/

2"

COVER SECTION

TOTAL WEIGHT 400 LBS MIN.

1. EXISTING CONCRETE

2. CORE DRILL HOLE PIPE OD+2-1/2" + CLEAN

PRIOR TO INSTALLING GROUT AND PIPE

3. INVERT ELEVATION SHOWN ON PLAN

4. WET PIPE AND CONCRETE WALL. THEN

SEAL WITH NON-SHRINK GROUT

5. PIPE JOINT, WHERE REQUIRED

6. 1-1/2" PIPE DIA, 18" MAX

7. NEOPRENE GASKET

8. NEW PIPE

FF=115.86

FF=115.86

5.

115.00

4.9

114.91115.41

115.06

5.

115.23

115.72

6'

6'

32.13'

.0

3' 6'

6.50'

115.49115.76

115.82

115.16

115.12

115.82

115.76

115.26

-2 .0

3%

-2.18%

-2.23%

-4.16%

-3 .0

8%

6'

1. SEE DETAIL D4 DWG C-501 FOR CONCRETE TO

ASPHALT TRANSITION.

2. ASHPALT PAVEMENT SEE DETAIL F4 DWG C-501.

3. CONCRETE PAVEMENT, TYPE C3, 10". SEE

DETAIL F1 DWG C-501.

4. BOLLARD, SEE DETAIL D8 DWG C-502.

5. EXPANSION JOINT, SEE DETAIL F8 DWG C-502.

6. CONTROL JOINT LOCATIONS, SEE DETAIL F4

DWG C-502.

7. APPROXIMATE LIMITS OF BURIED SLAB FOR

CONCRETE TO ASPHALT TRANSITION.

R5.5

R3'

4.65'

BUILDING

2319 ADDITION

BUILDING

2319 (EXISTING)

5 4 TYP OF 4

-1 .9

7%

6'

115.82

115.82115.82

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F4 PIPE CONNECTIONS

NONEF1 MANHOLE FRAME AND COVER

NONE

B1 CONCRETE PAVEMENT GRADING

NONE

F8 TYPICAL INLET FRAME AND GRATE

NONE

B8 TYPICAL INLET

NONE

SD

SD

SD SD

SD

SD

SD

D D

E E

E E E E E E

E

E

E E

E E

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E

E E E E E E E E E E

E E

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POL

POL

POL

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G G

G G

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C C

C C

C C

C C

C

C

C

C

C

C

C

C

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C

C

C

C C

C

C

C

C

C

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D

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HTWS

HTWS HTWS HTWS

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S H

TW

S

HTWS HTWS HTWS

SD SD SD SD SD

SD

SD

D D D D D

D

D

Clean Out

E Clean Out

S S

S S

S

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SD

SD

SD

SD

SD

SD

SD

SD

SD SD

SD

SD

SD SD

SD

Clean Out

SD

Clean Out

Clean Out

Clean Out Clean

Out

Clean Out

Clean Out

Clean Out

Clean Out

Clean Out

Clean Out

Clean Out

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W W

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SD

SD

SD

SD

SD

SD

SD

SD

SD

D D D D D D D D D D

HTWS

W

W W

W

SF SF SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

X

X

X

X

X

X

X

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X

X

X

X

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FOR CONSTRUCTION

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20' 40'0

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SHEET KEYNOTES

1. STORM SEWER INLET PROTECTION, SEE DETAIL E1 ON DWG

CG501.

2. STABILIZED CONSTRUCTION ACCESS, SEE DETAIL E8 ON DWG

CG501.

3. SEDIMENT FENCE, SEE DETAIL E4 ON DWG CG501.

4. CONCRETE PAD, SEE DWG MH402.

5. TREE PROTECTION, SEE DWG CG501.

6. RESTORE SURFACE, (TOPSOIL AND AND SEEDING).

A. FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS SEE SHEET C-001.

B. REFER TO SPECIFICATION 31 32 11 FOR ADDITIONAL EROSION AND SEDIMENT

CONTROL REQUIREMENTS.

C. REFER TO SPECIFICATION 32 92 19 FOR SITE SEEDING REQUIREMENTS.

D. ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN

PLACE PRIOR TO ANY GRADING OPERATION AND/OR INSTALLATION OF

PROPOSED STRUCTURES OR UTILITIES.

E. SOIL AND EROSION CONTROL PRACTICES IN THE PLAN SHALL BE CONSTRUCTED

IN ACCORDANCE WITH THE STANDARDS FOR SOIL EROSION AND SEDIMENT

CONTROL IN NEW JERSEY.

F. ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE LEFT

IN PLACE UNTIL CONSTRUCTION IS COMPLETED AND/OR THE AREA IS

STABILIZED.

G. ANY DISTURBED AREA THAT WILL BE LEFT EXPOSED FOR MORE THAN SIXTY (60)

DAYS AND NOT SUBJECT TO CONSTRUCTION TRAFFIC SHALL IMMEDIATELY

RECEIVE A TEMPORARY SEEDING AND FERTILIZATION IN ACCORDANCE WITH

THE NEW JERSEY STANDARDS AND THEIR RATES SHOULD BE INCLUDED IN THE

NARRATIVE. IF THE SEASON PROHIBITS TEMPORARY SEEDING, THE DISTURBED

AREAS WILL BE MULCHED WITH SALT HAY OR EQUIVALENT END ANCHORED IN

ACCORDANCE WITH THE NEW JERSEY STANDARDS (I.E. PEG AND TWINE, MULCH

NETTING, OR LIQUID MULCH BINDER).

H. ALL CRITICAL AREAS SUBJECT TO EROSION WILL RECEIVE A TEMPORARY

SEEDING IN COMBINATION WITH STRAW MULCH AT A RATE OF 2 TONS PER

ACRE, ACCORDING TO THE NEW JERSEY STANDARDS IMMEDIATELY FOLLOWING

ROUGH GRADING.

I. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL

STORMWATER RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT

CONTROL FACILITIES.

J. ALL SEDIMENTATION STRUCTURES WILL BE INSPECTED AND MAINTAINED ON A

REGULAR BASIS AND AFTER EVERY STORM EVENT.

K. SOIL STOCKPILES ARE NOT TO BE LOCATED WITHIN FIFTY (50) FEET OF THE

FLOODPLAIN, SLOPE, ROADWAY, OR DRAINAGE FACILITY. THE BASE OF THE

STOCKPILES SHOULD BE PROTECTED BY A HAY BALE BARRIER OR SEDIMENT

FENCE.

L. PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES.

M. ALL CATCH BASIN INLETS WILL BE PROTECTED DURING CONSTRUCTION.

N. ALL DEWATERING OPERATIONS MUST DISCHARGE DIRECTLY INTO A SEDIMENT

FILTRATION DEVICE. PLACE DISCHARGE SO AS NOT TO CAUSE EROSION OF THE

DOWNSTREAM AREA.

O. THE BURLINGTON COUNTY SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED,

IN WRITING, 12 HOURS PRIOR TO ANY LAND DISTURBANCE.

P. MULCHING IS REQUIRED ON ALL SEEDED AREAS TO INSURE AGAINST EROSION

BEFORE GRASS IS ESTABLISHED TO PROMOTE EARLIER VEGETATION COVER.

Q. A COPY OF THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN MUST

BE MAINTAINED ON THE PROJECT SITE DURING CONSTRUCTION.

R. MAXIMUM SIDE SLOPES OF ALL EXPOSED SURFACES SHALL NOT BE

CONSTRUCTED STEEPER THAN 3:1 UNLESS OTHERWISE APPROVED BY THE

DISTRICT.

S. THE SOIL EROSION INSPECTOR MAY REQUIRE ADDITIONAL SOIL EROSION

MEASURES TO BE INSTALLED, AS DIRECTED BY THE DISTRICT INSPECTOR.

GENERAL SHEET NOTES

SHEET LEGEND

VEHICLE TRACKING / CONSTRUCTION DRIVEWAY

INLET CONTROL FILTER

SILT FENCE

PROJECT LIMITS

SF

MATCH EXST ASPH

I1

EXST INLET

GRATE=113.4

FF=115.86

E E

E E E E E E

E

E

E E

E E

E

E

E E E E E E E E E E

E E

E E

E

E E

E E

E E

E E

E E

E E

E

E E

E E

E E

E E

E E

E

E E E

E

E E E E

E

POL

POL

POL

POL

PO

L

PO

L

PO

L

PO

L

PO

L

PO

L

PO

L

PO

L

PO

L

POL

G G

G G

G G G G G G G G G

G G

G G

G G

G G

G

C C

C C

C C

C C

C C

C

C

C

C

C

C

C

C

C

C

C

C

C C

C

C

C

C

C

C

C

Rip Rap

D

GM

GM

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

G G G G

HTWS HTWS HTWS HTWS

H

TW

S H

TW

S

HTWS

D D

D

U U

U U

U U

H

TW

S

E E E E E E E E E E E

HTWS

HTWS HTWS HTWS

H

TW

S H

TW

S

HTWS HTWS HTWS

SD SD SD SD SD

SD

SD

D D D D D

D

D

Clean Out

E Clean Out

S S

S S

S

SDSD

SD

SD

SD

SD

SD

SD

SD

SD

SD SD

SD

SD

SD SD

SD

Clean Out

SD

Clean Out

Clean Out

Clean Out Clean

Out

Clean Out

Clean Out

Clean Out

Clean Out

Clean Out

Clean Out

Clean Out

BM

BM

W W

W W

C

C C C

E

E

E E

E E E E E E

E

E

E E

E E E E E E E

E E E E E E E E E E E E E

E E

E E

POL

POL

POL

POL

E E

E

E E

E E

E E E E E

E

E E E E

E E

E

E

E

E

E

E

E

E

E E

E E

E E

E E

E E

E E

E E

E

E E

E E

E E

E E

U U

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E E

E E E

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

D D D D D D D D D D

HTWS

W

W W

W

SD

SD

SD SD

SD

SD

SD

D D

-1.

-1.

I2

EXST INLET

GRATE=113.79

A

C

DE

I3

TYP

MATCH EXST ASPH

4 5

B

MH3

NEW MANHOLE

RIM=115.21

MH2

EXST MANHOLE

RIM=115.59

I3

EXST INLET

GRATE=114.88

MH1

EXST MANHOLE

RIM=114.76

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20' 40'0

N

SHEET KEYNOTES

1. CONNECT TO EXISTING STORM SEWER MANHOLE.

2. CONNECT TO EXISTING STORM SEWER INLET.

3. CONCRETE SIDEWALK, 2% FROM BUILDING, SEE DETAIL F8 ON

DWG C-501.

4. REPLACE SUBDRAIN AND CLEAN OUT TO MATCH EXISTING.

ADJUST CLEAN OUT RIM TO MATCH PROPOSED GRADING. SEE

DETAILS B1 ON DWG C-501 AND D1 ON DWG C-502.

5. CONSTRUCT NEW STORM DRAINS PER PLAN AND PROFILES ON

DWG CG-201.

6. ROOF DRAINAGE, SEE SCHEDULE.

7. ROOF DRAIN CLEAN OUT, SEE DETAIL B1 ON DWG C-501.

8. CONCRETE PAD, SEE DWG MH402.

9. CONCRETE PAVEMENT, SEE DETAIL B1 ON DWG C-503.

A. FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS SEE DWG

C-001.

B. FINISHED SURFACE ELEVATIONS SHALL MATCH EXISTING GRADE

ELEVATIONS. MATCH TOP OF CONCRETE PAVEMENT TO TOP OF

EXISTING CONCRETE PAVEMENT.

C. TOPSOIL AND SEED ALL AREAS DISTURBED BY CONSTRUCTION

WHICH ARE NOT PAVED.

D. ROOF DRAINS BETWEEN BUILDING AND INTERCEPTING DRAINS

SHALL BE 4”. THEIR INVERT AT THE BUILDING SHALL BE A

MINIMUM OF 6” ABOVE THE TOP OF FOOTING AND SHALL SLOPE

AT A MINIMUM OF 2%. ROOF DRAINS SHALL JOIN UPPER

QUADRANT OF INTERCEPTING DRAIN SO THAT THERE IS A 45°

ANGLE BETWEEN THE CENTERLINE OF THE ROOF DRAIN AND THE

HORIZONTAL LINE THROUGH THE CENTER OF THE INTERCEPTING

DRAIN.

E. THE CONTRACTOR SHALL NOT DISTURB THE JP-4 / P.O.L. FUEL

LINE DURING CONSTRUCTION. EXCAVATION IN THE VICINITY OF

THIS PIPELINE SHALL BE DONE BY HAND. WHEN EXCAVATING

NEAR THE FUEL LINE, CONTACT ALEXANDER DYSON,

A.DYSON@COMCAST.NET, (609) 267-9100.

GENERAL SHEET NOTES

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

57.13 LF 12" CPP @ 0.67%

STORM B

64.29 LF 12" CPP @ 0.65%

STORM C

EX

ST

I2

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A.

+2 8.

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.7

IN

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IN

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T=

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PROPOSED

GRADE

EXISTING

GRADE

IN

V

IN

=1

.0

SD

SD

SD SD

SD

SD

SD

D D

E E E E E E E E

E E

E E

E E

E E

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PO

L

PO

L

PO

L

PO

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G G

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G G G G

HTWS HTWS HTWS

D D

H

TW

S

E E E E E E E E E E E

TWS

HTWS HTWS HTWS

H

TW

S H

TW

S

HTWS HTWS HTWS

SD SD SD SD SD

SD

SD

D D D D D

D

E Clean Out

SD

SD

SD

SD

SD SD

SD SD SD

Clean Out

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1+

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STA. 1+00.00

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STA. 2+28.42

MH1 (EXST)

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20' 40'0

N SHEET KEYNOTES

1. CONSTRUCT NEW 4' MANHOLE, SEE DETAIL B1 AND B4 DWG C-502

AND DETAIL F1 DWG C-503.

2. CONNECT TO EXISTING STORM SEWER MANHOLE.

3. CONNECT TO EXISTING STORM SEWER INLET.

4. CONSTRUCT NEW STORM INLET. SEE DETAIL F1 DWG C-503.

5. ROOF DRAIN, SEE DWG CG120.

A. FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS SEE DWG C-001.

B. FINISHED SURFACE ELEVATIONS SHALL MATCH EXISTING GRADE ELEVATIONS.

MATCH TOP OF CONCRETE PAVEMENT TO TOP OF EXISTING CONCRETE

PAVEMENT.

C. TOPSOIL AND SEED ALL AREAS DISTURBED BY CONSTRUCTION WHICH ARE

NOT PAVED.

D. ROOF DRAINS BETWEEN BUILDING AND INTERCEPTING DRAINS SHALL

BE 4”. THEIR INVERT AT THE BUILDING SHALL BE A MINIMUM OF 6” ABOVE

THE TOP OF FOOTING AND SHALL SLOPE AT A MINIMUM OF 2%. ROOF

DRAINS SHALL JOIN UPPER QUADRANT OF INTERCEPTING DRAIN SO THAT

THERE IS A 45° ANGLE BETWEEN THE CENTERLINE OF THE ROOF DRAIN AND

THE HORIZONTAL LINE THROUGH THE CENTER OF THE INTERCEPTING DRAIN.

E. THE CONTRACTOR SHALL NOT DISTURB THE JP-4 / P.O.L. FUEL LINE DURING

CONSTRUCTION. EXCAVATION IN THE VICINITY OF THIS PIPELINE SHALL BE

DONE BY HAND. WHEN EXCAVATING NEAR THE FUEL LINE, CONTACT

ALEXANDER DYSON, A.DYSON@COMCAST.NET, (609) 267-9100.

F. COORDINATES FOR STORM DRAIN STRUCTURES INDICATE THE CENTER OF

THE STRUCTURE.

GENERAL SHEET NOTES

E6 STORM B AND STORM C PLAN

SCALE: 1" = 20'

B6 STORM B AND STORM C PROFILE

SCALE: 1" = 20'

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GENERAL SHEET NOTES

0 10' 20'

E1

1. SEDIMENT BARRIER. USE

ANY OF THE FOLLOWING:

1.1. STRAW BALES

1.2. ROCK SOCKS

1.3. BIOFILTER BAGS

2. FILTER FABRIC

STORM SEWER INLET PROTECTION

NTS

SECTION

5' -0

2'

-6

2' -6

6"

6"

6"

2' -6

6"

5' -0

PLAN

ELEVATION

6' MAXIMUM

SPACING

NOTES:

A. BURY BOTTOM OF FILTER FABRIC 6" VERTICALLY BELOW

FINISHED GRADE.

B. 2"x4" DOUGLAS FIR OR STEEL FENCE POSTS.

C. SECURE FENCE TO POST WITH METAL FASTENERS AND

REINFORCEMENT BETWEEN FASTENER AND FABRIC.

D. COMPACT ALL AREAS OF FILTER FABRIC TRENCH.

1. ANGLE BOTH ENDS OF FILTER

FABRIC FENCE TO ASSURE

SOIL IS TRAPPED

2. INTERLOCKED 2"x4" POSTS

AND ATTACH

3. FILTER FABRIC MATERIAL,

36" WIDE ROLLS

4. NEWLY GRADED OR

DISTURBED SLOPE

5. DRAW STRING RUNNING

THROUGH FABRIC ALONG

TOP OF FENCE

6. PROVIDE BASE COURSE

BACKFILL IN TRENCH

E4 SEDIMENT FENCE

NTS

3.

4.

ADDITIONAL GRAVEL SHALL

BE ADDED PERIODICALLY

TO MAINTAIN PROPER

FUNCTION OF THE PAD.

REMOVE GRAVEL

ENTRANCE AND REPLACE

WITH NEW BASE COURSE

PRIOR TO COMPLETION

OF ACCESS ROAD.

INSTALLATION SHALL BE

COORDINATED WITH

CONSTRUCTION PHASING.

4" M

IN

SEE PLAN

50' MIN

1.

2.

5.

A.

B.

6" M

IN

EXISTING PAVEMENT

OR APPROVED

ACCESS POINT.

25' R, MIN.

CLEAN PIT RUN OR

2 1/2" MINUS GRAVEL

(OR LARGER IF

REQUIRED).

FREE DRAINING

EXCAVATED MATERIAL.

GEOTEXTILE, IF

SPECIFIED.

NOTES:

E8 STABILIZED CONSTRUCTION ACCESS

NTS

C.

NOTES:

WHEN FENCES AROUND MULTIPLE

TREES WOULD OVERLAP, FENCE

TO BE SET AT PERIMETER OF

TREE STAND, ACCORDING TO

LAYOUT DIRECTIONS ABOVE.

EXSITING TREE, TO

BE PROTECTED

PLASTIC CONSTRUCTION

FENCING W/ STEEL T-POSTS

W/ PLASTIC CAPS, OR

APPROVED SUBSTITUTE.

FENCING W/ STEEL T-POSTS

W/ PLASTIC CAPS, OR

APPROVED SUBSTITUTE.

CRRCRR

C R

R C

R R

CRR (CRITICAL ROOT RADIUS)

= 12" PER 1" OF TREE CAL. OR

10' FROM TRUNK WHICHEVER

IS GREATER.

ELEVATION

PLAN

B1 TREE PROTECTION DURING CONSTRUCTION

NTS

CR

R

TREE DRIP LINE

FENCING OPTION (AROUND

TREE WITH A RADIUS EQUAL

OR GREATER THAN CRR).

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N 436594.35 E 466347.53

N 436605.29 E 466394.89

N 436487.07 E 466422.88

N 436469.08 E 466373.60

N 436475.55 E 466372.97

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A. FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS SEE DWG

C-001.

B. THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES

AS INDICATED HAVE BEEN OBTAINED FROM EXISTING RECORDS

AND FIELD SURVEYS. UNDERGROUND STRUCTURES AND

UTILITIES MAY BE PRESENT WHICH ARE NOT DOCUMENTED OR

LOCATED.

C. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

FIELD-VERIFY EXISTING STRUCTURES, UTILITIES, AND SURVEY

INFORMATION, AND TO TAKE NECESSARY PRECAUTIONS DURING

DEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL

FIELD-CHECK ALL EXISTING CONDITIONS AND BE THOROUGHLY

FAMILIAR WITH THE SITE BEFORE ANY WORK COMMENCES. ANY

DISCREPANCIES IN THE DRAWINGS SHALL BE IMMEDIATELY

REPORTED TO THE OWNER BEFORE ANY FURTHER WORK

COMMENCES. IN THE EVENT AN UNEXPECTED UTILITY OR

STRUCTURE INTERFERENCE IS ENCOUNTERED, THE

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER.

D. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ITEMS

NOT TO BE DAMAGED DURING DEMOLITION AND CONSTRUCTION.

THE CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED OR

DISTURBED ITEMS TO THE SATISFACTION OF THE OWNER.

E. THE CONTRACTOR SHALL NOT DISTURB THE JP-4 / P.O.L. FUEL

LINE DURING CONSTRUCTION. EXCAVATION IN THE VICINITY OF

THIS PIPELINE SHALL BE DONE BY HAND. WHEN EXCAVATING

NEAR THE FUEL LINE, CONTACT ALEXANDER DYSON,

A.DYSON@COMCAST.NET, (609) 267-9100.

GENERAL SHEET NOTES

20' 40'0

N

1. REROUTE 1" NATURAL GAS LINE. CONTRACTOR TO VERIFY

EXISTING PIPE DIAMETER, MATERIAL, AND DEPTH (MATCH

EXISTING).

2. TIE IN TO EXISTING NATURAL GAS LINE.

3. REPLACE SUB DRAIN AND CLEAN OUT TO MATCH EXISTING.

CLEAN OUT RIM TO MATCH PROPOSED GRADING.

4. PROPOSED STORM DRAIN, TYP, SEE DWG CG120.

5. PROPOSED ROOF DRAIN, TYP, SEE DWG CG120.

6. EXISTING STORM DRAIN, PROTECT IN PLACE.

7. EXISTING ELECTRICAL DUCT BANK, PROTECT IN PLACE.

8. EXISTING HIGH TEMPERATURE HOT WATER (SUPPLY AND

RETURN) LINES, PROTECT IN PLACE.

9. EXISTING HIGH TEMPERATURE HOT WATER (SUPPLY AND

RETURN) LINES, DEMOLISH IF REQUIRED WHERE SHOWN ON DWG

CD100.

10. EXISTING SUBDRAIN AND CLEAN OUT, PROTECT IN PLACE, U.N.O.

11. EXISTING P.O.L., JP-4 FUEL LINE, PROTECT IN PLACE, SEE NOTE E.

12. EXISTING COMMUNICATIONS LINES, PROTECT IN PLACE.

13. CONCRETE PAD, SEE DWG MH402.

SHEET KEYNOTES

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FOUNDATION AND SLAB PLAN - BOT

BUILDING ADDITION AND EXISTING BOT

AREA

GENERAL SHEET NOTES

KEYED NOTES

8 0 8

Scale: 1/8 INCH = 1 FOOT

A FOR GENERAL STRUCTURAL NOTES, SEE SHEETS S-001 THROUGH

S-003.

B FOR CMU WALL REINFORCING DETAILS SEE SHEETS S-520 AND

S-521.

C SEE ARCH'L DRAWINGS FOR CMU WALL AND DOOR LOCATIONS AND

SIZES.

1 8" CONCRETE SLAB REINFORCED WITH #5 AT 12" EACH WAY. FOR

DETAILS, SEE SHEET S-510.

2 BOT EQUIPMENT FOUNDATION, SEE SHEET S-401 FOR ENLARGED

PLAN.

3 1/2" ISOLATION JOINT AT SLAB PERIMETER. FOR DETAILS, SEE

SHEET S-510.

4 SLAB CONTRACTION OR CONSTRUCTION JOINTS. FOR DETAILS,

SEE SHEET S-510.

5 EXTEND SLAB EDGE TO OUTSIDE FACE OF BRICK AND STEM WALL

AT DOOR. PROVIDE DETAIL SIMILAR TO F1/S-511, EMBEDED ANGLE

NOT REQUIRED.

6 EXISTING BLDG FOUNDATION.

7 6" CONCRETE SLAB REINFORCED WITH #4 AT 12" EACH WAY.

8 2 - #5 X 5'-0' LONG RE-ENTRANT CORNER BARS.

9 EXISTING CMU PILASTERS.

10 FILL-IN 1'-0" WIDE X 1'-0 3/8" HIGH OPENING AT TOP OF EXISTING 10"

THICK STEM WALL WITH CONCRETE.

11 FACE OF EXISTING BRICK AND STEM WALL.

12 FILL IN BRICK LEDGE WITH CONCRETE. SEE SHEET S-202, DETAIL

A3.

T/SLAB EL = 100'-0" (U.N.)

T/STEM WALL EL = 100'-0"

T/PIER EL = 98'-10 5/8"

T/FTG EL = 96'-6"

-9-8

-A

-B

'-3

/4

24'-3 1/4"

W x5

(E

5A5

S-111

A1

S-111

BLDG ADDITION

8 7/8"

G.L. FOR BOT

5 SPACES AT 3'-10 1/2"

19'-4 1/2" 3'-7"

BOT BLDG

ADDITION

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W x1

W x1

W x1 2 W x1

2 W x1

W x2

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W10x12

W10x12

W10x12

W10x19

W14x22

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W14x22 (T/STL EL 112'-7 1/2")

W x2

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T/STL EL 113'-6 5/8"

5 SPACES AT 3'-10 1/2"

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GENERAL SHEET NOTES

KEYED NOTES

4 0 4 8

Scale: 1/4 INCH = 1 FOOT

1 H.P. T/1 1/2" ROOF DECK EL 119'-9 1/4" (AT F/EXISTING BRICK).

2 NEW COLD-FORMED ROOF TRUSS. T/TRUSS TO MATCH T/EXISTING

Z-PURLIN EL ON SW SECTION OF ROOF SHOWN. TRUSSES TO SPAN

FROM NEW TRUSS ON COLUMN LINE -B TO EXISTING W14x53.

3 EXISTING T/STL ELEVATIONS NOTED ARE THE T/STL FOR THE W10

AND W14 ROOF BEAMS. ROOF LINE AND T/Z-PURLINS IS 6 1/8"

ABOVE T/STL ELEVATIONS NOTED.

4 CUT EXISTING Z-PURLINS AS REQUIRED TO INSTALL NEW TRUSS.

5 TRUSS ALONG COLUMN LINE -B TO BE DESIGNED TO SPAN FULL 24'

3 1/4" FROM COLUMN LINES -8 TO -9.

6 6" DEEP COLD-FORMED MEMBERS TO MATCH DEPTH OF EXISTING

Z-PURLINS. SUPPORT AT NEW ROOF TRUSSES AND EXISTING

W14X53. FOR COLD-FORMED TRUSS DETAIL, SEE A6/S-531.

7 EXISTING COLD-FORMED 6" Z-PURLINS.

8 FOR COLD-FORMED TRUSS DETAILS, SEE DETAIL A6/S-531.

1/4" = 1'-0"D5

EXISTING LOW ROOF COLD-FORMED

TRUSS FRAMING PLAN

1/4" = 1'-0"D1

EXISTING LOW ROOF FRAMING PLAN

(FOR REFERENCE ONLY)

- 1/4" = 1'-0"

A5 TRUSS ALONG COLUMN LINE -B

- 1/4" = 1'-0"

A1 TYPICAL ROOF TRUSS

A FOR GENERAL STRUCTURAL NOTES, SEE SHEETS S-001 THROUGH

S-003.

B LOWER ROOF SNOW DRIFT LOADING DIAGRAM:

1 1

-11-10-9

AA

BB

-A

W27x94

W x7

W21x73

W x7

HSS6x6x1/4

HSS6x 6x

1/

W x9

W x9

W27x94

W x9

W12x26

W21x48

W12x26

W21x48

W12x26

W21x48

5'-5 3/8" 32'-3"

9"

'-7

/2

W12x65

TYP 4 PLCS

D8

S-531

D8

S-531

D8

S-531

D1

S-531

D5

S-531

'-3

/4

'-3

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S

P A

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2' -0

2'

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S P

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'-0

3'-7" 16'-1 1/2" 16'-1 1/2"

4 SPA @ 4'-0"

2'-0" 2'-0"

3 SPA @ 4'-0"

12" CMU WALL

(TYP)

W8x31

TYP 3

PLCS

'-1

/2

'-6

1' -6

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7' -6

7'

-6

7' -6

8'

-0

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8' -0

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G.L.

4'-8 1/2"

TYP

G .L

2'

-3

W21x48

W12x26

B1 S-201

HSS6x6x1/4HSS6x 6x

1/

TYP

9"

-9.5

9 1/2"

W 8x

W

8x

W 8x

W

8x

W 8x

9"

-11-10-9

AA

BB

-A

1' -7

'-7

/2

1' -7

32'-3" 1'-7"

C O

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JACK TRUSS

HIP JACK

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D8

S-531

D8

S-531

D8

S-531

D1

S-531

1' -6

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38'-1"

4'-3"

D5

S-531

JACK TRUSSES

A1 S-121

SLOPE

3/12 (TYP)

SLOPE

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5'-5 3/8"

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L.P. T/TRUSS

H.P. T/TRUSS

AABB

19'-0 1/2" 3'-8 1/2" 19'-0 1/2"

41'-9 1/2"

1'-7" 19'-3 3/4" 19'-3 3/4" 1'-7"

TYP

H.P. EL 138'-9 1/8"

L.P. EL 134'-0"

TRUSS BRG EL 133'-6" 6"

4'

-9

/8

-11-10

19'-0 1/2"19'-0 1/2"

38'-1"

1'-7"16'-1 1/2"16'-1 1/2"3'-7"8"

TYP

EL 138'-9 1/8"

EL 134'-0"

TRUSS BRG EL 133'-6"

4' -9

/8

6"

-9.5

N

GRAPHIC

KEY

-1 -9

1 14

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A

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S M

US Army Corps of Engineers ®

SHEET ID

U S

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S T

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4-

GENERAL SHEET NOTES

KEYED NOTES

8 0 8

Scale: 1/8 INCH = 1 FOOT

1 1 1/2" 20 GAGE STEEL ROOF DECK, 5'-0' MAXIMUM SPAN.

2 WALL CONNECTION PLATE.

3 COLD-FORMED STEEL ROOF TRUSSES, TYPICAL. FOR TYPICAL

DETAILS SEE SHEET S-530.

4 L4X4X1/4 BRACING, TOED DOWN WITH T/STL EL 131'-9".

5 HSS6X6 B/STL EL SAME AS B/STL EL OF W27.

6 ADDITIONAL ROOF DECK SUPPORT MEMBERS AS REQUIRED.

7 ROOF TRUSS SUPPORT POINTS AT ROOF FRAMING T/STL EL 133'-6".

8 INSIDE FACE OF CMU WALL.

9 CENTERLINE OF W8'S WITH C8 CAP.

1/8" = 1'-0"C1 ROOF FRAMING PLAN - BOT BUILDING

1/8" = 1'-0"C6 ROOF TRUSS FRAMING PLAN

T/STL EL 133'-6" (U.N.)

ADDITIO

A FOR GENERAL STRUCTURAL NOTES, SEE SHEETS S-001 THROUGH

S-003.

B FOR BASE PLATE DETAIL SEE SHEET S-530.

C FOR HORIZONTAL BRACING DETAILS SEE SHEET S-530.

TRUSS BRG EL 133'-6" (U.N.)

H.P. T/TRUSS EL 138'-9 1/8"

L.P. T/TRUSS EL 134'-0"

1/8" = 1'-0"A1 SECTION - ROOF TRUSS OUTLINE

1/8" = 1'-0"A6 SECTION - ROOF TRUSS OUTLINE

3'-6" 10'-6" 10'-6" 3'-6"

TYP

21'-0"

'-1

/4

'-1

/4

3'-6" 3'-6"TYP

7'-0"

'-2

/4

6'

-0

/4

'-3

8'-4 " R

60°60°

_______D6

S-402

TYP

9'-5 7/8" R

A

A

B

B

1/

2"

X

SECTIONX

1'-3" 1'-3"

NOTE: DO NOT DAMAGE EXISTING REINFORCING.

ADJUST LOCATION OF EPOXY DOWELS

AS REQUIRED TO MISS REINFORCING.

COORDINATE LOCATION OF DOWELS

WITH EQUIPMENT POST-INSTALLED

ANCHOR BOLT LOCATIONS.

1' -1

1'

-1

T Y

P

9" T

Y P

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B E

D

TYP

EMBED 6"

TYP

9"

EXISTING REINFORCING

T/CONC EL

100'-0"

GRAPHIC

S M

US Army Corps of Engineers ®

SHEET ID

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4-

GENERAL SHEET NOTES

KEYED NOTES

4 0 4 8

Scale: 1/4 INCH = 1 FOOT

1 WST AXIS - TYPICAL.

2 CENTERLINE EXISTING 4'-0' DIA x 6" DEEP CONCRETE FILLED

POCKET - TYPICAL.

3 MOTION FLOOR PAD. WST BASE PLATES AND POST-INSTALLED

ANCHORS BY EQUIPMENT MANUFACTURER (SEE GENERAL SHEET

NOTE B).

4 CENTERLINE POCKET AND WST AXIS.

5 #5 ADHESIVE DOWEL.

6 EXISTING 4'-0" (+/-) DIA x 6" (+/-) DEEP CIRCULAR POCKET IN WST

FOUNDATION.

7 REMOVE EXISTING CONCRETE IN CIRCULAR POCKET DOWN TO

ORIGINAL CONCRETE (+/- 6"). DO NOT DAMAGE EXISTING

REINFORCING. ROUGHEN SIDES AND BOTTOM OF POCKET TO 1/4"

AMPLITUDE. FILL POCKET WITH NON-SHRINK EPOXY GROUT (SEE

GENERAL SHEET NOTE B).

8 EXISTING AIR DUCT (TYPICAL 2 PLACES).

9 CENTERLINE OF WST BASE PLATES.

10 LOADS FROM TABLE 2.3-1 OF KC-46 AIRCRAFT TRAINING SYSTEM

FA8621-13-C-6247, TRAINER FACILITY REPORT (CDRL

A017/DI-FACR-80966/T) DOCUMENT NUMBER KC45-ENG-15-053,

REVISION C, DATED 26 JANUARY 2018. DOCUMENT PREPARED BY

FLIGHT SAFETY SERVICES CORP OF CENTENNIAL, COLORADO

80112.

11 WST MOTION CENTROID.

12 PROVIDE ADDITIONAL #5 REINFORCEMENT AS SHOWN CENTERED

BETWEEN #5 ADHESIVE DOWELS.

1/4" = 1'-0"D1

EXISTING ENLARGED FOUNDATION PLAN

- WST

A FOR GENERAL STRUCTURAL NOTES, SEE SHEETS S-001 THROUGH

S-003.

1 0 1 2

Scale: 3/4 INCH = 1 FOOT

3/4" = 1'-0"D6 CONCRETE INFILL

MAXIMUM UN-FACTORED LOADING APPLIED TO THE FLOOR AT EACH MOTION FLOOR PAD

LOAD CONDITION UNITS VALUE

TENSILE STATIC LBf 10,200

DYNAMIC LBf 58,850

COMPRESSIVE STATIC LBf 22,680

DYNAMIC LBf 120,200

SHEAR STATIC LBf 30,000

DYNAMIC LBf 117,870

MOMENT ABOUT AXIS A-A LBf -ft +/- 105,400

MOMENT ABOUT AXIS B-B LBf -ft +/- 67,950

YAW MOMENT ABOUT FLOOR PAD LBf -ft +/- 20,350

TOTAL UN-FACTORED LOADING APPLIED BY THE MOTION SYSTEM TO THE FLOOR AT THE MOTION CENTROID

LOAD CONDITION UNITS VALUE

TENSILE STATIC LBf 0

DYNAMIC LBf 31,000

COMPRESSIVE STATIC LBf 34,000

DYNAMIC LBf 120,000

SHEAR STATIC LBf 0

DYNAMIC LBf 52,950

MOMENT ABOUT ANY FLOOR PAD AXIS (NOTE) LBf -ft +/- 1,265,600

MOMENT PERPENDICULAR TO ANY FLOOR PAD AXIS LBf -ft +/- 1,500,100

YAW MOMENT ABOUT MOTION CENTROID LBf -ft +/- 568,650

NOTE: FLOOR PAD AXES (3) BEGIN AT THE MOTION CENTROID AND EXTEND OUT THROUGH EACH MOTION

FLOOR PAD CENTERLINE (COLLINEAR WITH AXIS B-B)

EPOXY GROUT SHALL BE EUCLID CHEMICAL COMPANY E3-XTREME.

NO SUBSTITUTIONS ALLOWED. DO NOT PLACE GREATER THAN 6"

DEEP WITHOUT VENDOR APPROVAL. FOR DEPTHS GREATER THAN

6", 2 EQUAL DEPTH POURS MAY BE USED WITH VENDOR

APPROVAL. FOLLOW GROUT MANUFACTURER'S INSTRUCTIONS

FOR HANDLING, MIXING, AND PLACING GROUT. WST BASE PLATE

SHALL BE GROUTED WITH SAME EPOXY GROUT USED IN POCKET,

IF REQUIRED.

B

A --------------------

A ASSEMBLY OCCUPANCY

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

ADPE AUTOMATED DATA PROCESSING EQUIPMENT

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFMAN AIR FORCE MANUAL

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE OF ARCHITECTS

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH…