40 MARCUS DRIVE, SUITE 201

MELVILLE, NEW YORK 11747

P: 631.891.3200 WWW.NV5.COM

PROPOSED DRAINAGE STRUCTURE DESCRIPTION KEY

8

D-2

Rim=

Inv.=

STRUCTURE TYPE

CASTING TYPE

TOP SLAB TYPE

D,

2,

U,

STRUCTURE NUMBER

ELEVATION OF RIM

INVERT ELEVATION OF PIPE

Rim,

Inv.,

8

U

T T T T

E

E

G

G

T

T

W

W

OH

PROPOSEDEXISTINGDESCRIPTION

LEGEND

T T T T

BASEMAP LEGEND

DESCRIPTION DESCRIPTION DESCRIPTION

UTILITY NOTES

UTILITY COMPANIES INVOLVED (BUT NOT LIMITED TO):

THE CONTRACTOR'S ATTENTION IS DIRECTED TO UTILITIES IN THE AREA. THE CONTRACTOR SHALL

SATISFY THEMSELVES AS TO THE EXACT LOCATION OF ALL UTILITIES AND WILL TAKE EVERY

PRECAUTION NOT TO DISTURB THEM.

THE CONTRACTOR SHALL BE AWARE THAT UTILITY RELOCATIONS MAY PROGRESS WITHIN THE

LIMITS OF THIS PROJECT DURING THIS CONTRACT. THE CONTRACTOR SHALL COORDINATE WITH

EACH UTILITY RESPONSIBLE FOR THE ALTERATION OR ADJUSTMENT OF FACILITIES WITHIN THE

COLLEGE RIGHT OF WAY, UNLESS OTHERWISE STATED IN THE PLANS AND SPECIFICATIONS. IN

SUCH CASE THAT LACK OF RESPONSE FROM SUCH, MAY CAUSE A DELAY WITH RESPECT TO THE

COMPLETION DATE, THE CONTRACTOR

MUST NOTIFY THE ENGINEER IN WRITING SO THAT APPROPRIATE STEPS CAN BE TAKEN.

THIS PROJECT MAY REQUIRE THE RELOCATION OF UTILITY POLES, HYDRANTS, WATER MAIN, GAS

MAIN, AND TELEPHONE FACILITIES. THE CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING

THIS WORK WITH THE CONTRACT WORK. THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR

PROVIDING LAYOUT FOR UTILITY COMPANY USE IN PLACING THEIR FACILITIES.

LIPA JOHN ASARO (631) 755-5356

SUFFOLK COUNTY WATER AUTHORITY DAWN WARREN (631) 563-0247

VERIZON KARL WOLF (631) 687-8417

CABLEVISION KENNY TEDESCO (631) 439-4974

PSEG LONG ISLAND            SCOTT SIEGEL (516) 949-7046

1. THE CONTRACTOR IS ADVISED THAT THE PLANS AND OTHER CONTRACT DOCUMENTS HAVE BEEN

PREPARED BASED ON THE BEST CURRENTLY AVAILABLE FIELD DATA. HOWEVER, ACTUAL FIELD

CONDITIONS MAY VARY REQUIRING MODIFICATIONS TO THE CONSTRUCTION DETAILS AND WORK

QUANTITIES. THE CONTRACTOR SHALL ADVISE THE ENGINEER OF VARIATIONS IN FIELD CONDITIONS,

AND MODIFY HIS WORK TO CONFORM TO THESE CONDITIONS, AS ORDERED BY THE ENGINEER.

2. HORIZONTAL COORDINATES ARE IN NY STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN

DATUM 1983. COORDINATES ARE GIVEN IN US SURVEY FEET. THE COORDINATES WERE GENERATED

FROM OPUS OBSERVATIONS ON AZIMUTH POINTS 7, 8, 11 AND 12. HORIZONTAL CONTROL NETWORK

WAS IDENTIFIED USING CONVENTIONAL TOTAL STATION TRAVERSE.

3. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GOLDEN NEMATODE QUARANTINE OF THE NEW

YORK STATE DEPARTMENT OF AGRICULTURE AND MARKETS REGULATING THE MOVEMENTS OF TOP

SOIL, MACHINERY AND EQUIPMENT IN NASSAU AND SUFFOLK COUNTIES, AND CONCERNING THE

EUROPEAN CHAFER REGULATING THE MOVEMENT OF MATERIALS AND EQUIPMENT IN OR FROM

KINGS COUNTY. DETAILED INSTRUCTION AND ASSISTANCE IN THE NECESSARY STEAM CLEANING MAY

BE OBTAINED FROM THE FIELD AGENT. TELEPHONE (631) 288-1751 OR WRITE THE DEPT. OF

AGRICULTURE & MARKETS, 4 STEWART AVE. WESTHAMPTON BEACH, NEW YORK 11978

4. CLEAR AND GRUB AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER.

5. NO TREES SHALL BE REMOVED EXCEPT WHERE SHOWN ON THE PLANS OR AS ORDERED BY THE

ENGINEER.

6. USE OF BREAKER BALL WILL NOT BE PERMITTED.

7. WHENEVER ITEMS IN THE CONTRACT REQUIRE MATERIAL TO BE REMOVED AND DISPOSED OF, THE

COST OF SUPPLYING A DISPOSAL AREA AND TRANSPORTATION TO THAT AREA SHALL BE INCLUDED

IN THE UNIT PRICE BID FOR THOSE ITEMS.

8. THE CONTRACTOR SHALL PLACE ASPHALT CONCRETE PAVEMENT OVERLAY ON ALL MILLED

PAVEMENT SURFACES WITHIN 7 DAYS OF MILLING.

9. CONTRACTOR SHALL NOT BE PERMITTED TO CLOSE DRIVEWAY ACCESS UNLESS THE PLACEMENT OF

THE DRIVEWAY APRON CANNOT BE ACCOMPLISHED USING ANOTHER METHOD. IF CLOSING A

DRIVEWAY IS NECESSARY, THE CONTRACTOR SHALL ONLY DO SO ON THE DAY OF THE ACTUAL

CONCRETE PLACEMENT AND OPENED A MINIMUM OF 72 HOURS AFTER PLACEMENT OR A.O.B.E.

10. THE CONTRACTOR WILL BE REQUIRED TO MAINTAIN ALL TRAFFIC SIGNAL EQUIPMENT FOR ALL

SIGNALS WITHIN THE PROJECT LIMITS DURING CONSTRUCTION.

11. ANY TRENCH, PIT OR OTHER EXCAVATION THAT IS OPEN AND UNATTENDED SHALL BE PROTECTED,

AS DIRECTED BY THE ENGINEER, WITH FENCE, BARRICADES OR ANOTHER APPROVED METHOD. NO

DIRECT PAYMENT WILL BE MADE FOR THIS WORK. ALL EXCAVATIONS SHALL BE CONDUCTED IN

COMPLIANCE WITH NEW YORK INDUSTRIAL CODE RULE NO. 23-1.33, 2-8, 53 AND OSHA SAFETY AND

HEALTH STANDARDS (29 CFR 1926/1910).

12. AT THE COMPLETION OF WORK COVERED BY THE CONTRACT, THE CONTRACTOR SHALL CLEAR ALL

AREAS WITHIN THE R.O.W. OF CONSTRUCTION DEBRIS TO THE SATISFACTION OF THE ENGINEER AND

LEAVE THE AREA IN A NEAT, ORDERLY CONDITION.

13. GRADE, PLACE SELECT MATERIAL, SEED AND MULCH AS SHOWN ON PLANS OR AS DIRECTED. USE

MATERIAL AVAILABLE ON SITE UNLESS OTHERWISE STATED IN THE PLAN.

14. ALL SLOPES ARE TO BE TRIMMED AND GRADED TO MEET EXISTING GROUND CONDITIONS AS

DIRECTED BY THE ENGINEER. ALL AREAS DISTURBED BY THE CONSTRUCTION SHALL BE GRADED

AND FINISHED AS INDICATED ON THE TYPICAL SECTIONS OR AS DIRECTED BY THE ENGINEER.

15. SAW CUTTING PAVEMENT AND SIDEWALK ITEM NO. 205 WILL BE AT THE LOCATIONS INDICATED ON

THE PLANS OR AS ORDERED BY THE ENGINEER.

16. ALL NON-CONCRETE DRIVEWAYS THAT REQUIRE RESTORATION SHALL BE RESTORED WITH ASPHALT.

THIS SHALL BE MADE UNDER ITEM 51D - ASPHALT FOR DRIVEWAYS. ALL CONCRETE DRIVEWAYS THAT

REQUIRE RESTORATION SHALL BE RESTORED WITH CONCRETE. THIS WORK SHALL BE MADE UNDER

ITEM 105S6 - CONCRETE SIDEWALK, 6" THICK.

17. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE RECLAIMED ASPHALT CONCRETE PAVEMENT

(RAP) OPTION AS OUTLINED IN THE PROJECT PROPOSAL.

18. RETAIN ALL EXISTING DRAINAGE STRUCTURES AND PIPE, EXCEPT AS SHOWN ON PLANS OR AS

ORDERED TO BE RETAINED BY THE ENGINEER. CLEANING EXISTING DRAINAGE STRUCTURES AND

PIPES IS TO BE INCLUDED UNDER ITEMS 104C AND 104B, RESPECTIVELY.

19. THE CONTRACTOR'S ATTENTION IS ALSO DIRECTED TO THE POSSIBILITY OF ENCOUNTERING

GROUNDWATER DURING EXCAVATION AND WILL PROCEED WITH THEIR WORK HAVING FULL

KNOWLEDGE OF THIS FACT.

20. ANY PRIVATE SIGNS, FENCES ETC. WHICH REMAIN WITHIN THE ROW AT THE TIME OF CONSTRUCTION

SHALL BE REMOVED BY THE CONTRACTOR AND PLACED ONTO ADJACENT PRIVATE PROPERTY. THE

COST SHALL BE INCLUDED IN THE PRICE BID FOR ITEM 1SB.

21. CONTRACTOR IS NOTIFIED THAT UNDERGROUND IRRIGATION MAY BE ENCOUNTERED AND SHALL BE

PROTECTED BY THE CONTRACTOR UNDER ITEM 1SB. IF ANY PRIVATELY-OWNED UNDERGROUND

IRRIGATION SYSTEM COMPONENTS, SUCH AS PIPES, SPRINKLER HEADS, VALVES, ARE

ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER. THE CONTRACTOR SHALL

RELOCATE ANY SYSTEM COMPONENTS AS DIRECTED BY THE ENGINEER.

22. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE VEHICLE AND TRAFFIC LAW OF THE STATE OF

NEW YORK IN REGARD TO THE SIZE AND WEIGHT OF VEHICLES. THE CONTRACTOR IS HEREBY

NOTIFIED THAT NO VEHICLE IN EXCESS OF THE LIMITS SET BY THE VEHICLE AND TRAFFIC LAW WILL

BE ALLOWED ON ANY PUBLIC ROAD.

23. EXCAVATION OF UNSUITABLE MATERIAL WILL BE PAID FOR UNDER ITEM NO. 2AU. THE CONTRACTOR

SHALL NOTE THAT THE PRICE BID FOR ITEM 2AU INCLUDES THE COST OF PLACING AND COMPACTING

SUITABLE FILL REQUIRED TO FILL IN THE VOID CREATED BY REMOVING UNSUITABLE MATERIAL.

24. WHERE PROPOSED CURB MEETS EXISTING CURB, THE CONTRACTOR SHALL REPLACE THE EXISTING

CURB TO THE NEAREST JOINT BEYOND THE LIMIT SHOWN ON THE PLANS.

25. THE CONTRACTOR SHALL PERFORM ALL WORK WITH THE CARE SO THAT ANY MATERIALS WHICH ARE

TO REMAIN IN PLACE, OR WHICH ARE TO REMAIN THE PROPERTY OF THE COLLEGE WILL NOT BE

DAMAGED. IF THE CONTRACTOR DAMAGES ANY MATERIALS WHICH ARE TO REMAIN IN PLACE, OR

WHICH ARE TO REMAIN THE PROPERTY OF THE COLLEGE, THE DAMAGED MATERIALS SHALL BE

REPLACED OR REPAIRED IN A MANNER SATISFACTORY TO THE ENGINEER AT THE EXPENSE OF THE

CONTRACTOR.

26. WATCHMAN SERVICE - THE CONTRACTOR SHALL NOT BE REQUIRED TO PROVIDE A WATCHMAN FOR

THIS PROJECT. HOWEVER, THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF

INSURING THAT THE PROJECT AREA IS IN A SAFE CONDITION ALL TIMES DURING THE COURSE OF

THIS PROJECT.

27. ANY TRENCH, PIT OR EXCAVATION THAT IS OPEN AND UNATTENDED SHALL BE PROTECTED AS

DIRECTED BY THE ENGINEER WITH FENCE, BARRICADES OR OTHER APPROVED METHOD.

28. TYPES AND KIND OF MATERIAL TO BE USED IN CONCRETE ITEMS:

PORTLAND CEMENT: TYPE II, WITH AN APPROVED AIR-ENTRAINING AGENT SHALL BE USED FOR

CONCRETE ITEMS. CEMENT SHALL BE NEW YORK STATE APPROVED.

FINE AGGREGATE: TYPE A OR B SHALL BE USED IN CONCRETE ITEMS.

COARSE AGGREGATE: CRUSHED STONE OR CRUSHED GRAVEL TYPE A OR B SHALL BE USED IN ALL

CONCRETE ITEMS.

ADMIXTURES: AN APPROVED RETARDING ADMIXTURE AND DENSIFIER SHALL BE USED IN ALL

CONCRETE ITEMS.

29. ALL WORK IS TO BE DONE WITHIN THE RIGHT OF WAY. THE CONTRACTOR SHALL ENSURE THAT NO

WORKER ENCROACHES ON TO PRIVATE PROPERTY.

30. PROVISIONS FOR SNOW AND ICE REMOVAL OPERATIONS:

IN ORDER TO ALLOW FOR SNOW AND ICE CONTROL BY 'COLLEGE' FORCES ALONG THE JOB SITE, THE

CONTRACTOR SHALL SCHEDULE WORK IN ACCORDANCE WITH THE FOLLOWING:

INTERFERENCE WITH SNOW PLOWING OPERATIONS BY DRUMS, BARRICADES AND OTHER TRAFFIC

CONTROL EQUIPMENT SHALL BE KEPT TO A MINIMUM. ANY DEVICES DISTURBED OR DAMAGED BY

SNOW AND ICE CONTROL OPERATIONS SHALL BE REPLACED AND/OR RESET AS NECESSARY AND AS

SOON AS POSSIBLE BY THE CONTRACTOR, COSTS INCLUDED IN ITEM 76SX.

DRAINAGE FRAMES, GRATES, AND COVERS SHALL NOT BE ADJUSTED IN TRAVEL LANES UNLESS

FINAL PAVEMENT COURSE IS TO BE PLACED PRIOR TO ONSET OF SNOW AND ICE WEATHER. IF ANY

OF THESE PROTRUSIONS EXIST IN A NON-TRAVEL LANE PRIOR TO A SNOW AND ICE CONDITION, THEN

TEMPORARY ASPHALT RAMPS MUST BE PLACED SO THAT FOR EVERY 1" OF RISE THERE IS A 4' RUN

OF RAMP.

ALL PAVEMENT CUTS SHALL BE RESTORED TO BE FLUSH WITH THE PAVEMENT TO ELIMINATE

RECESSED AREAS WHERE SNOW CANNOT BE PLOWED.

31. HIGH-VISIBILITY SAFETY APPAREL AND HARD HATS SHALL BE WORN BY ALL FOOT TRAFFIC WORKERS

TO PROVIDE CONSPICUITY DURING BOTH DAYTIME AND NIGHTTIME USAGE. THIS SAFETY APPAREL

SHALL MEET PERFORMANCE CLASS 2 OR 3 REQUIREMENTS OF THE ANSI/ISEA 107-2004 PUBLICATION

ENTITLED "AMERICAN NATIONAL STANDARD FOR HIGH-VISIBILITY SAFETY APPAREL AND HARDWARE."

32. CONTRACTOR SHALL VERIFY EXISTING AND PROPOSED RIM ELEVATIONS/INVERTS PRIOR TO

FABRICATION OF NEW DRAINAGE STRUCTURES AND ADJUSTMENT OF CASTINGS.

33. THE CONTRACTOR MUST NOTIFY THE ENGINEER, THE SUFFOLK COUNTY DEPARTMENT OF PUBLIC WORKS,

THE TOWN OF BROOKHAVEN HIGHWAY DEPARTMENT, SUFFOLK COUNTY POLICE DEPARTMENT, SELDEN FIRE

DEPARTMENT, SCCC PUBLIC SAFETY AND SCCC CONSTRUCTION DEPARTMENT OF ALL DETOURS, PROPOSED

STREET CLOSINGS, OR ANY WORK THAT MIGHT AFFECT THE MOBILITY OR ACCESS OF THE FIRE OR POLICE

DEPARTMENT 72 HOURS IN ADVANCE OF THEIR IMPLEMENTATION. IN ADDITION, THE CONTRACTOR SHALL

ENSURE THAT HYDRANTS AND ALARM BOXES ARE KEPT CLEAR AND AVAILABLE.

34. SEEPAGE OPENINGS ON PORTIONS OF LEACHING BASINS LOCATED UNDERNEATH THE ROADWAY

PAVEMENT SHALL BE MORTARED SHUT. COST INCLUDED IN THE PRICE BID FOR THE DRAINAGE

STRUCTURE.

35. ANY PRIVATELY-OWNED FENCE THAT IS WITHIN THE RIGHT-OF-WAY AND WILL INTERFERE WITH

PROPOSED SIDEWALK OR CURB SHALL BE CAREFULLY REMOVED BY THE CONTRACTOR AND PLACED

ON THE ADJACENT PROPERTY. THE COST FOR THIS WORK SHALL BE INCLUDED IN THE PRICE BID FOR

ITEM 1SB - CLEARING AND GRUBBING.

36. THE CONTRACTOR SHALL TRIM ALL EXISTING SHRUBS, BUSHES, AND TREES THAT ARE

OVERHANGING ANY ROAD OR SIDEWALK IN ACCORDANCE WITH ITEM 1SB AND AS ORDERED BY THE

ENGINEER.

37. SIGNIFICANT TREES ARE SLATED TO BE REMOVED AS PART OF THIS PROJECT. PRIOR TO

PERFORMING ANY TREE REMOVALS, THE CONTRACTOR SHALL MARK ANY TREE CALLED FOR BEING

REMOVED ON THE PLANS. THE CONTRACTOR AND THE ENGINEER SHALL THEN VERIFY EACH TREE

MARKED FOR REMOVAL.

GENERAL NOTES

NOTE

ALL WORK SHALL BE SUBSTANTIALLY COMPLETE BY AUGUST 24, 2018.

DETAIL OF TRANSITION AT BEGINNING &

END OF RESURFACING

ITEM 51PRA

1

1

2

" ASPHALT CONCRETE

RESURFACING - ITEM 51FX

DEPTH

DEPTH OF MILLING

1

1

2

"& VARIABLE

LIMIT OF COLD MILLING

COLD MILLING OF ASPHALT

CONCRETE PAVEMENT - ITEM 51PRA

2" ASPHALT CONCRETE

RESURFACING

SEE PLANS

2"

2" X 2' (MIN.) MILLED NOTCH OR AS

DIRECTED. COST INCLUDED IN PRICE BID

FOR ASPHALT CONCRETE - ITEM 51PRA

N.T.S.

BITUMINOUS MATERIAL EMULSION

TACK COAT (A.O.B.E.) - ITEM 70B

DEPTH

MILLING = 0"

BITUMINOUS MATERIAL EMULSION

TACK COAT (A.O.B.E.) - ITEM 70B

10'-0" SIDE STREET

10'-0" MAINLINE OR A.O.B.E

DETAIL FOR MEETING EXISTING DRIVEWAYS

WHEN RESURFACING

ITEM 51PRA

N.T.S.

(2' MIN.)

EX. ASPHALT DRIVEWAY

MILLING = 0"

EX. ASPHALT PAVT.EX. ASPHALT

PAVEMENT

CLEARING AND GRUBBING

NOTES:

1. TREES AND SHRUBS ARE TO BE PRUNED IN ACCORDANCE WITH ITEM 1SB, CLEARING AND GRUBBING (LUMP

SUM) SECTION 2 CONSTRUCTION DETAILS, WITH THE FOLLOWING REQUIREMENTS: THE COST IS TO BE

INCLUDED IN THE PRICE BID FOR ITEM 1SB.

2. PRUNING MAY BE REQUIRED BEYOND THE LIMITS INDICATED IN ORDER TO MAINTAIN ADEQUATE SIGHT

DISTANCE FOR ALL TRAFFIC SIGNS AND SIGNALS. ADDITIONAL BRANCH PRUNING MAY ALSO BE REQUIRED ON

ANY TREE WHERE BRANCHES ARE REMOVED IN ORDER TO MAINTAIN AESTHETIC BALANCE. ALL SUCH

ADDITIONAL PRUNING SHALL BE AS ORDERED BY THE ENGINEER.

3. ALL WORK SHALL BE DONE ACCORDING TO ACCEPTABLE HORTICULTURAL AND PRUNING PRACTICES.

4. TREE/BRANCH PRUNING WILL BE REQUIRED TO MAINTAIN ADEQUATE LATERAL CLEARANCE ALONG THE

SHRUBS SHALL BE TRIMMED TO

CLEAR SIDEWALK

SHOULDER GRADE WITH CURB

SHOULDER GRADE WITHOUT CURB

TRIM BRANCHES AT TRUNK

MAINTAIN CALLOUS RIDGE

LIMITS OF CLEARING AND GRUBBING*

SIDEWALK

N.T.S.

2'-0"

8'-0

"

2'-0" 2'-0"

16

'-0

"

*BUT NOT

BEYOND

HIGHWAY

BOUNDARY

LINE

TREE REMOVAL, ITEM 614.06XX03 (SEE

CONSTRUCTION PLANS)

SIDEWALK INSTALLED OVER REMOVED

GROUND; CONCRETE TO BE 6" THICK

WITH 6"X6" REINFORCED MESH (5' X 5'

MIN. A.O.B.E.) PAID FOR UNDER ITEM

105S6. SEE NOTE 1.

UTILITY STRIP (SEE CONSTRUCTION PLANS)

NOTES

1. THE CONTRACTOR SHALL PLACE

EXPANSION JOINTS SUCH THAT THE

SLAB IS CENTERED OVER THE STUMP.

TREE REMOVAL DETAIL

(WHERE EXISTING TREE IS WITHIN LIMITS OF PROPOSED SIDEWALK SECTION)

N.T.S.

GRIND STUMP TO 18" BELOW GRADE

12" OF STABILIZED COMPACTED SOIL

AGGREGATE SUBBASE, ITEM 4S

6"

12

"

1

1

2

" ASPHALT CONCRETE TOP COURSE, TYPE 1A - ITEM 51FX

4

1

2

" ASPHALT CONCRETE DENSE BINDER COURSE 2 LIFTS, TYPE 1B - ITEM 51FX

6" STABILIZED SOIL AGGREGATE SUBBASE - ITEM 4S

PREPARING FINE GRADE - INCLUDED IN ITEM 4S

TACK COAT BITUMINOUS MATERIAL - ITEM 70B

1

1

2

" ASPHALT CONCRETE TOP COURSE, TYPE 1A - ITEM 51FX

2" ASPHALT CONCRETE DENSE BINDER COURSE, TYPE 1B - ITEM 51FX

8" STABILIZED MIXED-IN-PLACE COMPACTED RECYCLED BASE COURSE -

ITEM 4RBC

OR 6" STABILIZED SOIL AGGREGATE SUBBASE - ITEM 4S

TACK COAT BITUMINOUS MATERIAL - ITEM 70B

N.T.S.

TYPICAL PAVEMENT TYPE 1 - PARKING LOTS 3E, 3F, 3G,

3H, 3J, 4

N.T.S.

TYPICAL PAVEMENT TYPE 2 - ROADWAY RESTORATION

(WEST ROAD AND ROSS ROAD)

TEMPORARY SEDIMENT FILTER BAG FOR

DRAINAGE STRUCTURES

ITEM 1DEC_SC

N.T.S.

GEOTEXTILE

WIRE FENCING

TIED TO WIRE FENCE

FLOW

STRAW BALES

SEE NOTE #7

5'-0" FENCE POST

6'-0" ON CENTER

Wetlands

3'-0"

4"

EXISTING GROUND

Construction Site

WOOD STAKES

DRIVEN MIN. 14" BELOW STRAW BALE

4"

A

.O

.B

.E

.

W

O

V

E

N

W

IR

E

F

E

N

C

E

2

'-6

"M

IN

1

4

" M

IN

IM

U

M

S

E

E

N

O

T

E

S

1

-8

1

2

" O

P

E

N

IN

G

S

H

E

IG

H

T

O

F

F

IL

T

E

R

F

A

B

R

IC

5

'-0

0

" F

E

N

C

E

P

O

S

T

S

, D

R

IV

E

N

M

IN

.

1

4

" IN

T

O

G

R

O

U

N

D

M

A

X

C

T

O

C

=

6

'-0

0

"

NOTES FOR ITEM 1DEC-LF:

1. THE CONTRACTOR SHALL FASTEN THE WOVEN WIRE FENCE TO THE FENCE

POSTS WITH WIRE TIES OR STAPLES A.O.B.E.

2. THE FILTER CLOTH SHALL BE FASTEN SECURELY TO THE WOVEN WIRE FENCE

WITH TIES SPACED EVERY 2' AT THE TOP MID SECTION, AND AT THE BOTTOM.

3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THE

CONTRACTOR SHALL OVERLAP THE CLOTH 6" AND FOLD A.O.B.E.

4. MAINTENANCE SHALL BE PERFORMED AS REQUIRED AND MATERIAL SHALL BE

REMOVED WHEN THE "BULGES" DEVELOP IN THE SILT FENCE. THE REMOVAL

AND DISPOSAL OF THE MATERIAL SHALL BE PAID FOR UNDER ITEM 1DEC-LF.

5. ALL WORK INCLUDED IN THE INSTALLATION OF THE SILT FENCE, LABOR,

EXCAVATION, MATERIAL, AND MAINTENANCE, SHALL BE PAID FOR UNDER ITEM

1DEC-LF.

6. THE COST TO INSTALL AND MAINTAIN THE BALES SHALL BE PAID FOR UNDER

ITEM 1DEC-LF. THIS INCLUDES REPLACING HAY BALES, WIRE FENCE, AND/OR

FILTER FABRIC AS NEEDED AS DETERMINED BY THE ENGINEER.

7. IF THE STRAW BALES ARE WIRE BOUND, THEY SHOULD BE ORIENTED SO THE

BINDINGS ARE AROUND THE SIDES RATHER THAN THE BOTTOM OF THE BALES.

WIRE BINDINGS THAT ARE PLACED IN CONTACT WITH THE SOIL SOON

DISINTEGRATE, AND MAY ALLOW THE BALES TO FALL APART.

8. WOVEN WIRE FENCE TO BE COMPOSED OF 14 GAUGE WIRE WITH 12"x12"

OPENINGS.

9. CONTRACTOR SHALL COMPELTELY REMOVE HAYBALES AND SILT FENCE

FROM PROJECT SITE AFTER CONSTRUCTION IS COMPLETED.

10. SEE TYPICAL FOR LOCATIONS OF 1DEC-LF.

PERSPECTIVE VIEW

TEMPORARY EROSION AND SEDIMENT CONTROL

ITEM 1DEC-LF

N.T.S.

GEOTEXTILE TO BE

BURIED IN GROUND, COST

OF EXCAVATION

INCLUDED IN THE PRICE

BID FOR ITEM 1DEC-LF

PAVEMENT (ITEM 1DEC-LF)

PROPOSED

REGRADING

OF

SLOPE

MEET

EXISTING

GRADE

CLEAR AND REGRADE

SLOPE 1:2 MAX

EROSION CONTROL TREATMENT AT

SIDE SLOPE GRADING

N.T.S.

STAKE TO BE 12" MIN. FOR WOOD

STAKES, 18" MIN. FOR STEEL RODS

SILT FENCE

& HAYBALE

EROSION CONTROL

(ITEM 123ECM)

ELEVATION VIEW

SEDIMENT CONTROL FENCE WITH STRAW BALES

ITEM 1DEC-LF

N.T.S.

Existing or Proposed Pavement

Existing Curb

Existing Sidewalk

Lifting Straps

Grate Slips Into Filter Bag

(See Notes 1 & 2)

Cast Iron Curb Box

Bolster

Drop Inlet Grate Inside Filter Bag

Filter Bag

Concrete Structure

Existing Surface

Drop Inlet Structure

Filter Bag (See Notes #3 & #4)

Drop Inlet Grate Inside Filter Bag

NOTES FOR ITEM 1DEC-SC:

1. MAINTENANCE: WITH A STIFF BRISTLE BROOM, SWEEP SILT AND OTHER DEBRIS OFF SURFACE AFTER EACH

EVENT.

2. INSTALLATION:

a. STAND GRATE ON END

b. SLIDE THE SILT BAG ON WITH THE DAM ON TOP OF THE GRATE PULL ALL EXCESS DOWN

c. LAY THE UNIT ON ITS SIDE AND CAREFULLY TUCK THE FLAP IN

d. PRESS THE VELCRO STRIPS TOGETHER

e. INSTALL THE UNIT MAKING SURE THE FRONT EDGE OF GRATE IS INSERTED IN THE FRAME FIRST THEN

LOWER IT BACK IN PLACE

f. PRESS THE VELCRO DOTS THAT ARE LOCATED UNDER THE LIFTING STRAPS TOGETHER, THIS INSURES THAT

THE STRAPS REMAIN FLUSH WITH THE GUTTER

3. MATERIALS SHALL BE AS FOLLOWS, OR APPROVED EQUALS:

GRATE GATOR® BY ACF ENVIRONMENTAL

GUTTER BUDDY® BY ACF ENVIRONMENTAL

4. ALL EXISTING AND NEWLY INSTALLED DRAINAGE STRUCTURES SHALL HAVE A SEDIMENT SCREEN INSTALLED

PER THE DETAIL ON THIS PLAN SET AT ALL TIMES DURING CONSTRUCTION. EACH SCREEN SHALL BE INSPECTED

AFTER EVERY RAIN EVENT, AND CLEANED AS NEEDED.

PLAN VIEW

EX

IS

TIN

G P

AV

EM

EN

T

5

:

1

3'

PROFILE

MOUNTABLE BERM

(OPTIONAL)

6" MIN.

EXISTING

PVM'T

50' MIN.

EXISTING

GROUND

EXISTING

GROUND

12' MIN.

12'

MIN

.

50' MIN.

10' M

IN

.

GEOTEXTILE

CLOTH,

ITEM 158A

DRYBOUND

BASE COURSE,

ITEM 121

10' M

IN

.

STABILIZED CONSTRUCTION ENTRANCE

N.T.S.

HYDROSEED

FINAL GRADE

(ITEM 123H)

EXCAVATION PROTECTION AS

REQUIRED UNDER ITEM 14X

DRAIN PIPE,

SEE PLANS

PIPE BEDDING A.O.B.E.

PIPE DIA.

VARIES

1'-6" 1'-6"

PIPE INVERT ELEVATION

1

'

-

0

"

BA

CK

FILL

WIT

H

EX

CA

VA

TE

D

MA

TE

RIA

L IN

AC

CO

RD

AN

CE

WIT

H IT

EM

3,

PA

ID

U

ND

ER

IT

EM

14X

EXISTING GRADE

SE

LE

CT

GR

AN

ULA

R

FILL

CO

NF

OR

M

TO

IT

EM

61S

NOTE: ALL COSTS INCLUDED IN RESPECTIVE PIPE ITEMS

3'-0"

6'-0"

1'-6"

SEE NOTE 2

3" MIN., TYP.

TYPICAL LIGHT POLE BASE DETAIL 1

N.T.S.

TRENCH EXCAVATION

N.T.S.

1'-2" TYP.

3'-0"

6'-0"

SEE NOTE 2

3" MIN., TYP.

TYPICAL LIGHT POLE BASE DETAIL 2

N.T.S.

2'-6" TYP.

EX. PIPENEW PIPE

NOTE: COST TO BE INCLUDED UNDER NEW PIPE ITEMS

9" TYP.

CONCRETE COLLAR

12" TYP.

FRONT VIEW

SIDE VIEW

9" TYP.

O.D.

CLASS A CONCRETE

12" TYP.

CONCRETE COLLAR FOR

CONNECTION TO EXISTING PIPE

N.T.S.

6 AWG GROUND WIRE,

ATTACH WIRE TO

GROUND LUG ON POLE

FEEDER CONDUITS, SIZE OF CONDUIT,

QUANTITY AND CONDUCTORS AS

INDICATED ON ELECTRICAL PLANS

ANCHOR BOLTS

FURNISHED BY MFR,

WELD INTO ASSEMBLY

FINISHED GRADE

6 AWG GROUND WIRE IN

1" CONDUIT SLEEVE,

THERMOWELD TO

GROUND ROD

5/8" x 8'-0" GROUND ROD

ROADWAY/LOT

OFFSET OF POLE ALONG

ROADWAY

TOP OF CURB

REBAR (SEE NOTE 4)

6 AWG GROUND WIRE,

ATTACH WIRE TO

GROUND LUG ON POLE

FEEDER CONDUITS, SIZE OF CONDUIT,

QUANTITY AND CONDUCTORS AS

INDICATED ON ELECTRICAL PLANS

ANCHOR BOLTS

FURNISHED BY MFR,

WELD INTO ASSEMBLY

6 AWG GROUND WIRE IN

1" CONDUIT SLEEVE,

THERMOWELD TO

GROUND ROD

5/8" x 8'-0" GROUND ROD

REBAR (SEE NOTE 4)

ROADWAY/LOT ROADWAY/LOT

SEE NOTE 2

2" DIA. MIN.

2" DIA. MIN.

2" DIA. MIN.

2" DIA. MIN.

6" STEEL PIPE BOLLARD (FILL WITH

CONCRETE, ROUND TOP) WITH BLUE

PLASTIC BOLLARD COVER AND (2) BANDS OF

REFLECTIVE TAPE

PREMOLDED

EXPANSION JOINT

MATERIAL

10" LONG #4 REBAR

(TYP OF 4 PER

BOLLARD)

CONCRETE FOOTING

ASPHALT PAVEMENT OR

CONCRETE WALKWAY

4" (MIN.)

8'-6"

3'-0" M

IN

.

1'-0" MIN.

STEEL BOLLARD FOR HANDICAPPED SIGNAGE

N.T.S.

NOTES:

1. CLASS "A" OR "B" CONCRETE SHALL BE

USED FOR BOLLARD FOOTING.

3'-0"

3'-6" MIN.

2'-0"

7'-0" C

LE

AR

H

EIG

HT 2" GALVANIZED U-CHANNEL

POST SET IN CONCRETE

SIDE-BY-SIDE 12"X18" HANDICAP

SIGN PANELS (BACK-TO-BACK)

SEE SIDE-BY-SIDE SIGNAGE

DETAIL BELOW

SIGN POST

(BOLLARD OR GROUND

MOUNT, SEE SSP-01)

SIDE-BY-SIDE SIGNAGE DETAIL

N.T.S.

12"X18" SIGN PANELS

SECURED WITH

NON-CORROSIVE HARDWARE

AND (2) Z-BARS.

1 1/2"

R

5

"

R

1

"

2"

2"

3'-6

" F

RO

M F

IN

IS

HE

D G

RA

DE

, T

YP

.

6", T

YP

.

1'-0", TYP.

1'-6

"

8" M

IN

.

1

'-

0

"

STAIR DETAIL, ITEM 18 & ITEM 4S

N.T.S.

HANDRAIL DETAIL

N.T.S.

#3 NOSING BAR

1/2" EXPANSION JOINT,

PREMOLDED CLOSED

CELL JOINT FILLER

WITH FLEXIBLE

SEALANT

CONCRETE

SIDEWALK

CONCRETE SIDEWALK

CONCRETE STAIR TREAD

AND RISER TO BE IN

ACCORDANCE WITH ADA

STANDARD

SPECIFICATIONS. SEE

INSET FOR TYPICAL FLUSH

RISER DETAIL, TYP.

WIDTH VARIES SEE PLAN

TYPICAL TREAD AND FLUSH TREAD

#4 BAR @ 12"

O.C. EACH WAY

TYP.

CRUSHED STONE

BACKFILL, ITEM

4S (TYP.)

6",

TY

P.

COATED DOWEL & SLEEVE

1'-0

"2

'-6

"

8

"

8", TYP.

6"

MIN 1'-0"

1A

1B

3" TYP.

#4 BAR @ 12" O.C.

EACH WAY

1B

TOP TREAD

FOUNDATION

COMPACTED

SUBGRADE

1A

CRUSHED STONE

BACKFILL, ITEM 4S

(TYP.)

R

1

1

/

2

"

1'-0"

R

1

1

/

2

"

FINISH

GRADE OF

PAVEMENT

3'-0

", T

YP

.

NEW CONCRETE

STAIRS

FINISHED GRADE

OF SIDEWALK

1 1/2" DIA. SCH 40

STAINLESS STEEL

PIPE, TYP.,

SMOOTH FINISH

EXPANSION

JOINT

EXPANSION

JOINT, TYP.

HANDRAIL NOTES

1. WHEN DISTANCE BETWEEN HANDRAIL POSTS EXCEEDS 5', PROVIDE

INTERMEDIATE POST(S), SPACED EQUALLY.

2. HANDRAIL SHALL EXTEND 12 INCHES ONTO LEVEL PLATFORM AT TOP OF STEPS

OR RAMP AND ONE TREAD WIDTH AT BOTTOM OF STEPS.

3. ALL JOINTS SHALL BE WELDED AND GROUND SMOOTH.

4. STAINLESS STEEL HANDRAIL FINISHED, SMOOTH, TYPICAL.

5. PROVIDE HANDRAILS ON BOTH SIDES OF STAIRS AS PER SECTION 1009 OF THE

NYS BUILDING CODE.

6. HEIGHT OF HANDRAILS SHALL COMPLY WITH THE REQUIREMENTS OF SECTION

1009 OF THE NYS BUILDING CODE.

7. CONTRACTOR SHALL FURNISH DETAILED SHOP DRAWINGS FOR THE RAILING,

INCLUDING LAYOUT AND SECTIONS/ELEVATIONS, MOUNTING DETAILS, AND

DESIGN LOADS AS PER NYS BUILDING CODE REQUIREMENTS FOR APPROVAL BY

THE ENGINEER PRIOR OF STARTING ANY WORK. SHOP DRAWINGS SHALL BE

STAMPED BY A PROFESSIONAL ENGINEER.

POSTS(S) SPACED EQUALLY

1' - 0"

TYP.

MIN.

C

L

C

L

T

Y

P

.

SURFACE MOUNTED

STAINLESS STEEL FLANGES

AND HILTI STAINLESS STEEL

EPOXY ANCHORS.

(TYP.)

-2.0% (TYP.)

-2.0% (TYP.)

6

"

1/2" EXPANSION JOINT, PREMOLDED

CLOSED CELL JOINT FILLER WITH

FLEXIBLE SEALANT

3

"

C

L

E

A

R

(

T

Y

P

.

)

STAIR NOTES:

1. PROVIDE CONCRETE WITH MIN. 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI.

2. REINFORCING BARS TO CONFORM TO ASTM A615 GRADE 60.

3. STEEL SHALL BE IN CONFORMANCE WITH ITEM 28; CONCRETE SHALL CONFORM

TO GENERIC SPECIFICATION OF SECTION 7.

4. PAYMENT TO BE INCLUDED UNDER RESPECTIVE CONSTRUCTION ITEMS

5. CONTRACTOR SHALL FURNISH DETAILED SHOP DRAWINGS FOR THE STAIRCASE,

INCLUDING LAYOUT AND SECTIONS/ELEVATIONS, REBAR LAYOUT AND

FOUNDATION DETAILS FOR APPROVAL BY THE ENGINEER PRIOR OF STARTING

ANY WORK.

± EQ ± EQ

℄

PAINT A 2" WIDE YELLOW

CONTRAST STRIP ALONG EACH

BULL NOSE PER ICCA 117.1-2009

SECT. 504.5.1. THE STRIP SHALL

BE WEAR RESISTANT. (TYP.)

1' - 0"

TYP.

1' - 0"

TYP.

4" THICK CONCRETE

SIDEWALK, BROOM

FINISH

1.5% MAX CROSS SLOPE

4.5% MAX. RUNNING SLOPE

COMPACTED SUBGRADE

NOTE:

1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF

4,000 PSI AT 28 DAYS.

2. PROVIDE BITUMINOUS EXPANSION JOINT EVERY 20' AND SAWCUT

CONTROL JOINT EVERY 5'.

3. SIDEWALKS SHALL CONFORM TO CURRENT ADA GUIDELINES.

4. CONTRACTOR HAS OPTION TO PLACE CURB SIDE SIDEWALK

MONOLITHIC WITH NEW CURB AS APPROVED BY THE ENGINEER.

CONCRETE SIDEWALK DETAIL

1/2" PREMOULDED

BITUMINOUS JOINT

FILLER, TYP.

EXPANSION JOINT DETAIL

SAWCUT

CONTROL JOINT DETAIL

CONCRETE CURB

TYPE A, ITEM 97A

ROADWAY/LOT

FINISHED GRADE

6" COMPACTED SUBBASE COURSE

7"

TACK COAT

00 30' 60'

LOT 3F

LOT 3E

LOT 3D

LOT 3J

LOT 3H

LOT 3G

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FULL DEPTH ASPHALT EXCAVATION

CLEAR AND GRUB,

UNCLASSIFIED EXCAVATION

CLEAR AND GRUB,

UNCLASSIFIED EXCAVATION

SAWCUT EXISTING ASPHALT

AND REMOVE CURB

REMOVE CONCRETE CURB

REMOVE CONCRETE CURB

SAWCUT EXISTING ASPHALT

AND REMOVE CURB

REMOVE CONCRETE CURB

REMOVE CONCRETE CURB

CLEAR AND GRUB,

UNCLASSIFIED EXCAVATION

FULL DEPTH ASPHALT EXCAVATION

CLEAR AND GRUB,

UNCLASSIFIED EXCAVATION

REMOVE CONCRETE CURB

PROJECT LIMIT LINE

PROJECT LIMIT LINE

REMOVE EXISTING LIGHT

POLES, CABLE AND

FOUNDATIONS

REMOVE EXISTING

LIGHT POLE,

CABLE AND

FOUNDATION

REMOVE

EXISTING LIGHT

POLE AND

FOUNDATION

REMOVE EXISTING LIGHT

POLE AND FOUNDATION

REMOVE EXISTING LIGHT

POLE, CABLE AND

FOUNDATION

REMOVE EXISTING LIGHT

POLE, CABLE AND

FOUNDATION

TYPE III BARRIER WITH

PARKING LOT CLOSED

SIGN

TYPE III BARRIER

WITH PARKING

LOT CLOSED SIGN

TYPE III BARRIER

WITH PARKING LOT

CLOSED SIGN

SIDEWALK CLOSURE

SIGNAGE (TYP.)

SIDEWALK

CLOSURE

SIGNAGE

(TYP.)

SIDEWALK

CLOSURE

SIGNAGE (TYP.)

SIDEWALK CLOSURE SIGNAGE (TYP.)

ABANDON EXISTING

LEACHING BASIN

REMOVE EXISTING CATCH

BASIN AND PIPE

REMOVE EXISTING

CATCH BASIN AND

PIPE

REMOVE EXISTING CATCH

BASIN AND PIPE

REMOVE EXISTING

CATCH BASIN AND

PIPE

REMOVE

EXISTING

CATCH BASIN

AND PIPE

REMOVE EXISTING

CATCH BASIN AND 8'

PIPE

REMOVE EXISTING

CATCH BASIN AND

PIPE

REMOVE EXISTING

CATCH BASIN AND

PIPE

EXISTING LIGHTPOLE TO REMAIN

(TYP.)

SEE NOTE 6

REMOVE

CONCRETE

CURB

SAWCUT

EXISTING

ASPHALT

REMOVE EXISTING

CATCH BASIN AND

PIPE

FULL DEPTH ASPHALT EXCAVATION

CLEAR AND GRUB,

UNCLASSIFIED EXCAVATION

PERFORM TEST HOLE TO

LOCATE EXISTING GAS

MAIN (2 LOCATIONS)

REMOVE EXISTING LIGHT

POLE, CABLE AND

FOUNDATION

E

REMOVE/

ABANDON EXISTING

ELECTRIC MANHOLE

REMOVE EXISTING CATCH

BASIN AND PIPE

INSTALL SILT FENCE/HAYBALE

(SEE DWG. MD-02) (TYP.)

ITEM 1DEC-LF

EXISTING LIGHT

POLE TO REMAIN

(SEE NOTE 6)

TYPE III BARRIER WITH

PARKING LOT CLOSED

SIGN

LOT 3D -

CONTRACTOR

STAGING AREA

LEGEND

CLEAR AND GRUB

FULL DEPTH RECONSTRUCTION

EXISTING TREE TO REMAIN

EXISTING TREE TO BE REMOVED

/

/

CURB TO BE REMOVED

TREE PROTECTION FENCE

INLET PROTECTION AT EXISTING

DRAINAGE BASINS

/UNCLASSIFIED EXCAVATION

TYPE III BARRIER WITH ROAD CLOSED SIGNS

SIDEWALK CLOSURE SIGNAGE

TEST HOLE

SILT FENCE

00 30' 60'

LOT 3F

LOT 3E

LOT 3D

LOT 3J

LOT 3H

LOT 3G

1 1 1 1

1

1

1

1

1

W

E

S

T

R

O

A

D

1

11 1

LOT 3E

LOT 3D

LOT 3F

LOT 3G

LEGEND

TYPICAL PAVEMENT SECTION 1

CONCRETE PAVING (4" SIDEWALKS, 6" RAMPS)

TOPSOIL AND HYDRO SEEDING

PEDESTRIAN RAMP TYPE

1

TYPICAL PAVEMENT SECTION 2

00 30' 60'

STRUCTURENUMBER

PIPE LENGTH (LF) CATCHBASIN

(LF)

LEACHINGBASIN (EA)

ADJUSTEXISTING

STRUCTURE(EA) ITEM

103AD

CLEANEXISTING

STRUCTURE(EA) ITEM

104B

RIM ELEV. INVERT ELEVATIONS PIPESLOPE

(%)

PIPE COVER(FT)

CASTING TYPE - ITEM 30C, ITEM 30F

HDPE (DIA. INCH) RCP ITEM 15"

15" 18" TYPE A TYPE G3 NW N NE SW S SE E W

1 16 4.5 197.60 193.25 194.68 193.17 1.50 TYPE 2

2 7 1 198.96 194.75 194.75 194.75 1.00% 2.79 TYPE C

3 47 1 199.50 195.22 195.22 195.22 1.00% 2.86 TYPE C

4 16 8.7 203.96 195.38 197.81 1.00% 4.74 TYPE 2

5 19 6.2 204.11 198.00 198.00 1.00% 4.70 TYPE 2

6 14 EXISTING 1 1 204.71 198.14 198.14 1.00% 5.16 TYPE C

7 12 1 205.15 198.26 198.26 1.00% 5.48 TYPE C

8 12 1 205.29 198.38 198.38 1.00% 5.50 TYPE C

9 12 EXISTING 1 1 204.32 198.50 198.50 198.50 1.00% 4.41 TYPE C

10 6 4.8 203.28 198.56 199.56 198.56 1.00% 2.31 TYPE 1

11 33 3.8 202.61 198.89 198.89 1.00% 2.31 TYPE 1

12 5 1 203.08 198.94 198.69 198.94 1.00% 2.73 TYPE C

13 78 EXISTING 1 1 205.04 199.08 199.08 0.50% 4.55 TYPE C

14 42 7.1 206.50 199.50 203.50 1.00% 1.59 TYPE 2

15 14 1 207.48 203.64 203.64 1.00% 2.43 TYPE C

16 11 3.9 207.59 203.75 203.75 1.00% 2.43 TYPE 2

17 45 EXISTING 1 1 208.57 204.20 204.95 1.00% 2.21 TYPE C

18 27 4.3 209.25 205.05 205.22 205.22 1.00% 2.62 TYPE 2

19 56 4.6 209.59 205.78 205.05 1.00% 2.40 TYPE 2

20 10 EXISTING 1 1 209.68 204.95 1.00% 3.31 TYPE C

21 16 3.6 202.52 199.02 199.02 0.50% 2.09 TYPE 2

22 19 3.4 202.03 199.11 198.61 0.50% 1.50 TYPE 2

23 14 1 201.47 198.33 198.33 198.33 196.94 2.00% 1.72 TYPE 1

24 13 EXISTING 1 1 200.77 196.80 TYPE C

25 16 3.7 202.08 198.49 1.00% 2.17 TYPE 2

26 17 1 200.97 198.16 1.00% 1.39 TYPE 2

27 12 1 198.70 194.72 0.25% 2.56 TYPE C

28 12 1 199.76 195.19 0.25% 3.15 TYPE C

29 10 1 204.08 198.40 4.26 TYPE C

30 107 5.2 205.73 200.63 1.00% 3.69 TYPE 2

31 8 EXISTING 1 1 209.49 204.97 1.00% 3.10 TYPE C32 2.9 1 190.91 187.54 2.00 TYPE 2

33 11 1 190.88 187.48 0.50% 2.03 TYPE C

34 2.9 1 192.22 188.85 188.85 2.00 TYPE 1

35 11 1 192.12 188.79 0.50% 1.96 TYPE C

36 11 1 192.12 188.79 0.50% 1.96 TYPE C

37 48 3.5 1 188.26 184.29 184.29 184.59 2.00 TYPE 2

38 12 1 188.73 184.23 0.50% 3.13 TYPE C

39 12 1 188.95 184.23 0.50% 3.35 TYPE C

40 29 3.5 185.88 182.21 182.21 181.91 4.96% 2.00 TYPE 2

41 6 1 186.34 181.88 181.88 0.50% 3.09 TYPE C

42 12 1 186.54 181.82 0.50% 3.35 TYPE C

43 16 EXISTING 1 1 185.97 182.07 182.07 0.50% 2.24 TYPE C

44 12 EXISTING 1 1 187.08 181.99 181.99 0.50% 3.43 TYPE C

45 22 1 186.59 181.93 181.93 0.50% 3.00 TYPE C

46 11 1 185.54 181.82 181.82 0.50% 2.06 TYPE C

47 6 3.4 185.07 181.70 2.00 TYPE 2

48 13 1 185.57 181.52 181.52 181.52 2.92% 2.38 TYPE C

49 7 3.6 185.56 182.00 2.19 TYPE 2

50 11 1 185.67 181.46 181.46 181.46 0.50% 2.54 TYPE C

51 17 EXISTING 1 1 184.98 181.31 181.31 1.32% 2.00 TYPE C

52 13 EXISTING 1 1 185.26 181.23 181.23 0.50% 2.37 TYPE C

53 19 3.2 184.20 180.53 180.53 5.35% 2.00 TYPE 2

54 47 3.2 184.15 180.44 180.44 0.50% 2.05 TYPE 2

55 EXISTING 1 1 183.88 180.20 0.50% 2.01 EXISTING MANHOLE TO OUTFALL

TOTAL 107 LF 949 LF 16 LF 89.9 LF25 EA (PROP.)12 EA (EXIST.) 12 EA 12 EA

NOTES:

1. ALL QUANTITIES NOTED IN THE TABLE ARE APPROXIMATE AND ARE FOR

REFERENCE PURPOSES ONLY. CONTRACTOR SHALL REVIEW DRAINAGE

PLANS FOR EXTENT OF WORK.

2. LOCATION AND TYPE OF EXISTING DRAINAGE STRUCTURES ARE

APPROXIMATE AND COULD NOT FULLY BE DETERMINED DURING THE

DESIGN PHASE. CONTRACTOR SHALL FIELD VERIFY PRIOR TO ANY

PROPOSED WORK ASSOCIATED WITH THE STRUCTURES. CONTRACTOR

TO VERIFY ALL EXISTING INVERTS AND FRAME AND CASTING TYPES AND

SIZES. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL

DIMENSIONS AND QUANTITIES PRIOR TO SUBMITTING SHOP DRAWINGS.

3. ALL CATCH BASINS TO HAVE A CONCRETE PAVED INVERT TO ELIMINATE

ANY ACCUMULATION OF STANDING WATER.

E

LOT 3E

LOT 3D

LOT 3F

LOT 3G

00 30' 60'

4'-0

" M

IN

.

”

PLANTING DECIDUOUS TREE

(CONFORM TO ITEM 127-1)

N.T.S

TREE PROTECTION FENCE

CONFORM TO ITEM 1TVPB

N.T.S.

”

E

LOT 3E

LOT 3D

LOT 3F

LOT 3G

00 30' 60'

3

4

"

18' SOLID WHITE LINE

SPACED @ 8.5', ITEM

687.0101 (TYP.)

18' SOLID RED LINE

SPACED @ 8.5',

ITEM 640.12020005 (TYP.)

1

9

1

2

1

3

1

4

2,5

42

2,6

41

2,5

40

2,6

34

2,5

33

2,6

32 2,5

30

1

5

1

6

1

8

12' LONG, 2' WIDE STOP

BAR, ITEM 687.0101

(TYP.)

12' LONG, 2' WIDE STOP

BAR, ITEM 687.0101

(TYP.)

1

1

8

.

5

'

(

T

Y

P

.

)

18' (TYP.)

24' (TYP.)

18' (TYP.)

24' (TYP.)

8.5' (TYP.)

1

7

LEGEND

GROUND MOUNTED SIGN

- LOCATION NUMBER

- SIGN NUMBERS

4" WHITE STRIPING

WITH 24" SPACING,

ITEM 687.0101

4" BLUE STRIPING WITH

24" SPACING,

ITEM 640.2500001 (TYP.)

2,5

35

2,6

36

2,6

38

2,5

37

EXISTING SIGN TO BE

REMOVED

EXISTING

SIGN TO BE

REMOVED

EXISTING

SIGN TO BE

REMOVED

3

29

2,5

44

2,6

43

8.5'

(TYP.)

18' (TYP.)

18' SOLID BLUE LINE

SPACED @ 8.5',

ITEM 645.2500001 (TYP.)

2,6

11

2,5

10

2,6

13

2,5

12

2,6

15

2,5

14

2,5

16

2,6

17

2,5

18

2

19

4

20

2

21

2

22

4

23

2

24

2,6

25

2,5

26

2,6

27

2,5

28

3

31

8' X 12", 3' SPACING,

12" TRANSVERSE LINES

WHITE CROSSWALK,

ITEM 687.0101 (TYP.)

XX

XX

XX

XX

BOLLARD MOUNTED SIGN

- LOCATION NUMBER

- SIGN NUMBERS

(SEE MD-03)

2,6

53

45*

2,6

46*

2,5

47*

2,6

48*

2,5

49*

2,6

50*

2,5

51*

2,6

52*

2,5

54*

2,6

55*

2,5

57*

2,5

58*

2,6

59*

2,5

60*

2,6

61*

2,5

62*

2,6

63*

2,5

56*

2,6

LOT 3E

LOT 3D

LOT 3F

LOT 3G

3

39

NOTES:

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE

WITH THE LATEST GENERAL SPECIFICATIONS OF THE

SUFFOLK COUNTY DEPARTMENT OF PUBLIC WORKS,

THE NATIONAL MUTCD AND THE NYS SUPPLEMENT,

EXCEPT WHERE NOTED ON THIS PLAN.

2. ANY EXISTING PAVEMENT MARKINGS OR SIGNS IN

CONFLICT WITH PROPOSED WORK SHALL BE

REMOVED.

3. THE LOCATION OF PROPOSED/RELOCATED SIGNS

SHALL BE FIELD VERIFIED.

00 30' 60'

NOTES:

1. ALL SIGNS SHALL BE GROUND MOUNTED ON ITEM 645.81.

2. (*) BACK TO BACK SIGNS MOUNTED ON SHARED STEEL BOLLARD AND CONCRETE FOOTING. SEE DWG MD-03 FOR DETAILS.

3. SEE SIGN DATA TABLE

SIGNNUMBER LOCATION NUMBER ITEM

NUMBERTOTAL

NUMBERAREA(SF)

TOTALQUANTITY LEGEND

SIGN SIZE(IN)

M.U.T.C.D.NUMBER

COLOR OF TYPE OFMOUNTINGBACKGROUND LEGEND

1 1,2,3,4,5,6,7,8,9 645.5202 9 6.25 SF 56.25 SF 30 x 30 R1-1 WHITE REDGROUND

MOUNTEDSINGLE POST

2

10,11,12,13,14,15,16,17,18,19,21,22,24,25,26,27,28,30,32,33,34,35,36,37,38,40,41,42,43,44,45,46,47,48,49,50,51,52,53,54,55,56,57,58,59,

60,61,62,63

645.5202 49 1.50 SF 73.50 SF 12 x 18 R7-8(MOD-1) WHITE GREEN/BLUEGROUND

MOUNTEDSINGLE POST

3 29,31,39 645.5202 3 1.50 SF 4.50 SF 12 x 18 R7-8(MOD-2) WHITE GREEN/BLUEGROUND

MOUNTEDSINGLE POST

4 20,23 645.5202 2 1.50 SF 3.00 SF 12 x 18 R7-1(MOD) WHITE REDGROUND

MOUNTEDSINGLE POST

510,12,14,16,18,26,28,30,33,35,37,40,42,44,46,48,50,52,

55,57,59,61,63645.5202 23 1.50 SF 34.50 SF 12 x 18 R7-1(MOD-L) WHITE RED

GROUNDMOUNTED

SINGLE POST

611,13,15,17,25,27,32,34,36,38,41,43,45,47,49,51,53,54,

56,58,60,62645.5202 22 1.50 SF 33.00 SF 12 x 18 R7-1(MOD-R) WHITE RED

GROUNDMOUNTED

SINGLE POST

EXISTING PROPOSED

EXISTING

Parking Lots

Suffolk

COUNTY COMMUNITY COLLEGE

Parking Lot 3B&3C

Students >

Babylon Student Center

Huntington Library

Suffolk

COUNTY COMMUNITY COLLEGE

Islip Arts Building

Shea Theater

Parking Lot 3D-3E

Students >

Babylon Student Center

Huntington Library

Suffolk

COUNTY COMMUNITY COLLEGE

Islip Arts Building

Shea Theater

Parking Lots

Faculty/Staff >

Suffolk

COUNTY COMMUNITY COLLEGE

3G, 3H, 3J

Parking Lot 3F

< Faculty

Suffolk

COUNTY COMMUNITY COLLEGE

Babylon Student Center

Huntington Library

Islip Arts Building

Shea Theater

Parking Lot 3G

< Faculty

Suffolk

COUNTY COMMUNITY COLLEGE

Babylon Student Center

Huntington Library

Islip Arts Building

Shea Theater

Parking Lot 3J

< Faculty/Staff

Suffolk

COUNTY COMMUNITY COLLEGE

Faculty/Staff >

3G & 3F

EXISTING

EXISTING

EXISTING

EXISTING

/Students >

ALTER SIGN

REPLACE PANELS 2 AND 4 AS SHOWN

SINGLE SIDED

SEE NOTE 1

RELOCATE EXISTING

SIGN TO LOCATION (1)

TO REMAIN

TO REMAIN

RELOCATE EXISTING

SIGN TO LOCATION (2)

MODIFY AND RELOCATE

EXISTING SIGN TO LOCATION (4)

1

2

LEGEND

EXISTING SIGN LOCATION

PROPOSED SIGN LOCATION

TARGET LOCATION (#)

1

LOT 3E

LOT 3D

LOT 3F

LOT 3G

R

O

S

S

R

D

PROPOSEDEXISTING

SIGN FURNISHED BY SCCC AND MODIFIED

AND INSTALLED BY THE CONTRACTOR

SEE NOTE 1

Suffolk

COUNTY COMMUNITY COLLEGE

Plant Operations

North Building

Suffolk

COUNTY COMMUNITY COLLEGE

3

EXISTING

4

PROPOSED

ALTER SIGN

REPLACE PANELS 1, 2, 3,

AND 4 AS SHOWN

SINGLE SIDED

SEE NOTE 1

Parking Lot 3G

NO

RT

H R

OA

D

W

ES

T R

O

AD

Suffolk

COUNTY COMMUNITY COLLEGE

Parking Lots

Brookhaven Gymnasium

3A-3G

Parking Lot 3J

Suffolk Center On The

Holocaust, Diversity

Suffolk

COUNTY COMMUNITY COLLEGE

& Human

Understanding

>

Suffolk Center On The

Holocaust, Diversity

Suffolk

COUNTY COMMUNITY COLLEGE

& Human

Understanding

PROPOSED

Parking Lot 3J

>

Suffolk Center On The

Holocaust, Diversity

Suffolk

COUNTY COMMUNITY COLLEGE

& Human

Understanding

ALTER SIGN

REPLACE PANEL 1 AS SHOWN

DOUBLE SIDED

SEE NOTE 1

Suffolk Center On The

Holocaust, Diversity

Suffolk

COUNTY COMMUNITY COLLEGE

& Human

Understanding

Parking Lot 3G

>

LOT 4

GRIND AND REMOVE 300 LF +/- OF DOUBLE

YELLOW BARRIER AND HATCH LINES

ON NORTH ROAD APPROACH TO THE

ROUNDABOUT (A.O.B.E.) - NYSDOT ITEM 635.0103

NOTES:

1. ALL SIGN ALTERATIONS REQUIRE REPLACEMENT

OF 8"x48"x1" ALUMINUM PANEL AS SHOWN IN

WSD-01. ALL REMOVED PANELS SHALL BE

SALVAGED AND STORED AT A LOCATION TO BE

DETERMINED BY SCCC.

2. ALL RELOCATED WAYFINDING SIGNS SHALL BE

MOUNTED IN THE FOOTING WITH BREAKAWAY

BOLTS AS SHOWN IN WSD-01.

3. ALL WORK SHALL BE PERFORMED IN

ACCORDANCE WITH THE LATEST GENERAL

SPECIFICATIONS OF THE SUFFOLK COUNTY

DEPARTMENT OF PUBLIC WORKS, THE NATIONAL

MUTCD AND THE NYS SUPPLEMENT, EXCEPT

WHERE NOTED ON THIS PLAN.

4. ANY EXISTING PAVEMENT MARKINGS OR SIGNS IN

CONFLICT WITH PROPOSED WORK SHALL BE

REMOVED.

5. THE LOCATION OF PROPOSED/RELOCATED SIGNS

SHALL BE FIELD VERIFIED.

00 40' 80'

3.5"

84"

48"

FINISH

GRADE

4 @ 8" EA

12"

FINISH

GRADE

SEE DETAIL B

ALUM. POST

SIGN

ALUM. POST

Parking Lot 8A

Faculty/Staff

NFL Building

Southampton building

Suffolk

COUNTY COMMUNITY COLLEGE

18"

48"

1/2"-13 UNC (13mm) NUT PER

ASTM A563 GRADE DH

3X14X27mm (1/8"X17/32"X1-1/16")

FLAT WASHER PER ASTM F436)

POLE BASE PLATE

DOUBLE-NECK POLE-SAFE

COUPLING, MODEL NO. 4050

4 PER POLE OR POST, TYPICAL

LOWER WRENCH FLATS

GALVANIZED STEEL SHIM

14g AND/OR 18g THICKNESS

(IF REQUIRED FOR LEVELING)

GALVANIZED ANCHOR BOLT

1/2"-13 UNC (13mm) THREADS

(ANCHOR BOLTS SUPPLIED BY OTHERS)

3X14X27mm (1/8"X17/32"X1-1/16")

FLAT WASHER PER ASTM F436)

44 mm

(1-3/4")

25 +/- 3mm

(1" +/- 1/8")

3X14X27mm (1/8"X17/32"X1-1/16")

FLAT WASHER PER ASTM F436)

144 mm

(5-11/16")

MELTED AND MANUFACTURED IN THE USA

PATENT NOS. 5,474,408 & 6,056,471

UPPER WRENCH FLATS

MATERIAL NOTES:

1. CAST IN PLACE CLASS A CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS

2. DEFORMED REINFORCING STEEL ASTM A615, fy = 60,000 PSI (REINFORCEMENT SHALL BE EPOXY COATED PER ASTM A775)

3. ANCHOR BOLTS TO BE GRADE A307, YIELD STRENGTH 36KSI OR APPROVED EQUAL.

4. FOR BREAKAWAY BOLT SPECIFICATION, SEE DETAIL C

GENERAL NOTES:

1. MOUNTING AND FOOTING FOR RELOCATED WAYFINDING SIGNS AS

MANUFACTURED BY:

ALLIED SIGNAGE

69 MEGILL ROAD

FARMINGDALE, NJ 07727

(732) 751-1818

WWW.ALLIED-SIGNS.COM

OR APPROVED EQUAL.

2. BREAKAWAY BOLTS FOR WAYFINDING SIGN FOOTING AS

MANUFACTURED BY:

TRANSPO INDUSTRIES, INC.

20 JONES STREET

NEW ROCHELLE, NY 10801

(914) 636-1000

WWW.TRANSPO.COM

OR APPROVED EQUAL.