platts mill road: sta. pm 1+00 to sta. pm 41+22 …...south main street: sta. sm 1+00 to sta. sm...

STATE PROJ. NO. YEARTOWN FED. AID ROUTE SHEET TOTALNO. NO. SHEETSPROJ. NO.REGION NO.

1 CONN.

F.H.W.A.

WATERBURY

PRELIMINARY PLANS SUBMISSION

PLATTS MILL ROAD: STA. PM 1+00 TO STA. PM 41+22SOUTH MAIN STREET: STA. SM 1+00 TO STA. SM 78+53

PROJECT LENGTH = 11,775'

H127 (001) 151-321 2014 847 1 16

NOVEMBER 21, 2013

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CITY OF WATERBURY TOWN PROJ: T151DOT PROJ: 321

WATERBURY NAUGATUCK RIVERGREENWAY, PHASE 1

PLATTS MILL RD / SOUTH MAIN ST GENERAL NOTES AND LEGENDGNL-1

2

EXISTING EDGE OF PAVEMENT

4" WHITE EPOXY RESINPAVEMENT MARKINGS

4" SOLID DOUBLE YELLOW EPOXY RESINPAVEMENT MARKINGS - SEE NOTE 5 (TYP.)

EXISTING COMPOSITE PAVEMENT


4" CONCRETE PARKCURBING (TYP.)

FURNISH AND PLACE TOPSOIL - 12" DEEP

2"-0" (TYP.)

UNCLASSIFIED EXCAVATION(SEE NOTE 2)

MILL EXISTINGPAVEMENT (2")

2" SUPERPAVE0.25 INCH MIX

2'x2'INFILTRATION TRENCH

NOTES:

1. MAINTAIN 2' HORIZONTAL CLEARANCE BETWEEN EDGE OF SHAREDUSE PATH AND CURB/EDGE OF PAVEMENT.

2. REMOVE EXISTING PAVEMENT A MAXIMUM DISTANCE OF 2 FEETFROM FACE OF PROPOSED CURB TO FACILITATE CURBINSTALLATION. REFER TO DWG. X FOR RESTORATION DETAILS OFFULL DEPTH COMPOSITE PAVEMENT.

3. REFER TO LANDSCAPING PLANS AND DETAILS FOR PROPOSED PLANTINGS AND TREATMENT TO BUFFERS.

4. MAINTAIN 2'-0" HORIZONTAL CLEARANCE BETWEEN EDGE OF SHARED USE PATH AND CURB/EDGE OF PAVEMENT.

5. EXISTING PAVEMENT MARKINGS TO BE REMOVED PRIOR TOAPPLICATION OF NEW MARKINGS.

6. REFER TO BUFFER WIDTH TRANSITION TABLE FOR LIMITS OFWHERE BUFFER WIDTH IS LESS THAN 8'-0".

EXISTING EDGEOF PAVEMENT

6" PROCESSEDAGGREGATE

11'-0"±

8'-0"

VARIES 3'-0"± (MIN.)TO 10'-0"± (MAX.)

EXIST. SHOULDER

11'-0"±11'-0"±

EXIST. SOUTHBOUND LANE EXIST. NORTHBOUND LANE EXIST. NORTHBOUND LANE

VARIES3'-0"± (MIN.)

TO 5'-0"±(MAX.)

EXIST. SHOULDER

4'-0" (MIN)

PROPOSEDSHOULDER

12'-0"

PROPOSED NORTHBOUND LANE

12'-0"

PROPOSED SOUTHBOUND LANE

4'-0"

PROP.SHLDR.

REMOVE EXIST. COMPOSITEPAVEMENT (TYP.) - SEE NOTE 2

COMPACTED FILL

PROP. LANDSCAPEDBUFFER - SEE NOTE 3

2'-0"

SAW CUT EXIST.COMPOSITE PAVEMENT (TYP.)

10'-0"

PROPOSED SHAREDUSE PATH

11'-0"±

EXIST. SOUTHBOUND LANE

SEENOTE

4

2'-0"

EXISTINGEMBANKMENT 1

1.5

B CT ROUTE 847L

EXISTING UTILITY POLETO REMAINEXISTING ROW

VARIES 20'-0"± (MIN.)TO 80'-0"± (MAX.)

STA. SM 12+03± TO SM 35+09± (SEE NOTE 6)

PROPOSED CONNDOT APPROVED42" HIGH (MIN.) BARRIER

REMOVE EXISTINGWIRE ROPE RAILING

STA. SM 51+63± TO SM 67+59± (SEE NOTE 6)

BEGIN STA.

SM 33+79±

SM 51+63±

SM 56+49±

WIDTH

8'-0"

2'-9"

8'-0"

END STA.

SM 35+09±

SM 53+57±

SM 67+59±

WIDTH

2'-8"

8'-0"

2'-11"





VARIES 10'-0" (MIN)TO 20'-0" (MAX)

VARIES4'-0" (MIN) TO10'-0" (MAX)

PROPOSEDSHOULDER

12'-0" (MIN) TO 24'-0" (MAX)

PROPOSED NORTHBOUNDTRAVEL LANE/TAPER

12'-0"

PROPOSEDSOUTHBOUND

LANE

4'-0"

PROP.SHLDR.

BIO-RETENTION SWALE


60'-0"PROPOSED PARKING LOT

2'-0"1'-0"

2'-0"(MIN)

4" CONCRETE PARKCURBING

6" CONCRETECURBING

1.5% 13


6" CONCRETECURBING

14

3" SUPERPAVE .375 INCH MIX


6" SUBBASE

TOPSOIL-6" DEEP ANDTURF ESTABLISHMENT

LOWER LIMIT OFEXCAVATION

2'-6" (TYP.)

11'-6"± 4'-0" ±

EXIST.SHLDR.

EXIST. NORTHBOUND LANE

6'-0"±

EXISTING SHOULDER

B CT ROUTE 847L

EXISTING ROW

VARIES 49'-0" (MIN) TO 80'-0" (MAX)

11'-6"±


11'-6"±


11'-6"±


VARIES

PROPOSEDPARK

2'-0"

REMOVE EXISTING COMPOSITEPAVEMENT - SEE NOTE 2 (TYP.)

STA. SM 4+82± TO SM 12+03±

6"

FILTER FABRIC (DRAINAGE)

UNCLASSIFIEDEXCAVATION (TYP.)

SCALE: 1"=5'

SCALE: 1"=5'

4" YELLOW EPOXYRESIN PAVEMENTMARKINGS(SKIP LINE)

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PLATTS MILL RD / SOUTH MAIN ST TYPICAL SECTION - 13

TS-1

EXISTING CURB TO REMAIN





MILL EXISTINGPAVEMENT (2")

2" SUPERPAVE0.25 INCH MIX

2'x2'INFILTRATION TRENCH

EXISTING EDGE OFPAVEMENT

6" PROCESSEDAGGREGATE

12'-0"±VAR 11'-0"± (MIN.)TO 14'-6"± (MAX.)

EXISTING SHOULDER

14'-0"±

EXIST. SOUTHBOUND LANE EXIST. NORTHBOUND LANE

11'-6"±

EXISTING SHOULDER

8'-0" (MIN)

PROPOSEDSHLDR/PARKING

12'-0"

PROPOSED NORTHBOUND LANE

12'-0"

PROPOSED SOUTHBOUND LANE

4'-0"

PROP.SHLDR.


10'-0"


3'-0"

2'-0"

EXISTINGEMBANKMENT

11.5

B CT ROUTE 847L

EXISTING UTILITY POLETO REMAIN

EXISTING ROW


PROPOSED TUBULAR MARKER

VARIES 3'-0"± (MIN.)TO 34'-6"± (MAX.)

EXISTING BUSINESS

EXISTING ASPHALTSIDEWALK/BUILDING

FRONTAGE

EXISTING FACEOF BUILDING

32'-6"±

STA. SM 67+59± TO SM 75+48±

B PLATTS MILL ROADL

VARIES 0'-0"± (MIN.)TO 7'-0"± (MAX.)EXISTING SHLDR.

VARIES 0'-0"± (MIN.)TO 7'-0"± (MAX.)EXISTING SHLDR.


VARIES 10'-0"± (MIN.)TO 12'-0"± (MAX.)


VARIES 10'-0"± (MIN.)TO 12'-0"± (MAX.)

VARIES 21'-0"± (MIN.)TO 38'-0"± (MAX.)

EXISTING ROADWAY WIDTH

10'-0"PROP. NORTHBOUND LANE

10'-0"PROP. SOUTHBOUND LANE

STRIPEDBUFFER

(SEE NOTE 5)

10'-0"PROPOSED SHARED

USE PATH



6" SUBBASE

1'-0"(TYP.)2%

SAW CUT EXIST.ASPHALT PAVEMENT(TYP.)

2'-0"PROP.

SHLDR.



12" SUBBASE

EXISTING ROW

MILL EXISTINGPAVEMENT (2")SEE NOTE 6

2" CLASS 1 BIT. CONC.

MATCH EXIST. CROSS SLOPE (SEE NOTE 1)

NOTES:

1. CROSS SLOPE OF PROPOSED PAVEMENT WIDENING AND OVERLAYAREAS SHALL MATCH THE SLOPE OF THE EXISTING OR ADJACENTPAVEMENT. SECTION SHOWN IS FOR EXISTING SUPERELEVATEDCONDITION BANKING DOWN LEFT. CONTRACTOR SHALL MATCHCROSS SLOPES AT OTHER LOCATIONS WHETHER SUPERELEVATEDOR NORMAL CROWN CONDITION.

2. LOCATE TUBULAR MARKER AT CENTER OF STRIPED BUFFER.

3. APPROXIMATE LIMITS OF WALL: STA. SM 2+75± TO SM 5+10±SEE DWG. X FOR DETAILS AND ADDITIONAL INFORMATION.

4. APPROXIMATE LIMITS OF WALL: STA. PM 4+66± TO PM 6+25±SEE DWG. X FOR DETAILS AND ADDITIONAL INFORMATION.

5. REFER TO PAVEMENT MARKING DETAILS ON DWG. X FORADDITIONAL INFORMATION.

6. REFER TO GP-1 TO GP-4 FOR LIMITS OF FULL DEPTH PAVEMENTWIDENING AND MILLING ON PLATTS MILL ROAD.

PROPOSEDTUBULAR MARKERSEE NOTE 2

PROPOSED RETAINING WALLSEE NOTE 4


EXISTING ROW

STA. PM 2+42± TO PM 36+00±

PROPOSED RETAINING WALLSEE NOTE 3


11

EXISTING SCELEXISTING FEMA 100 YEAR

FLOOD PLAIN LINEEXISTING WETLAND

BOUNDARY LINE

VARIES 22'-0"± (MIN.) TO 131'-0"± (MAX.)

VARIES 34'-0"± (MIN.) TO 150'-0"± (MAX.)

VARIES 49'-0"± (MIN.) TO 146'-0"± (MAX.)

VARIES 3'-0"± (MIN.)TO 5'-0"± (MAX.)




LIMIT OF PROP. FULL DEPTHPAVEMENT WIDENING

VARIES 0'-0" (MIN.) TO12'-0"± (MAX.)

LIMIT OF PROP. FULL DEPTH PAVMT. WIDENING

VARIES 0'-0"(MIN.) TO

11'-6"± (MAX.)

FILTER FABRIC (DRAINAGE)

SCALE: 1"=5'

SCALE: 1"=5'

SEE NOTE 6SEE NOTE 6

PROPOSED CONNDOT APPROVED42" HIGH (MIN.) BARRIER

1'-0"

TEMPORARY EASEMENT

PROPOSED CONNDOT APPROVED42" HIGH (MIN.) BARRIERMOUNTED ON TOP OF WALL

4" WHITE EPOXYRESIN PAVEMENTMARKINGS

4" YELLOW EPOXY RESINPAVEMENT MARKINGS(SKIP LINE)



4" YELLOW EPOXYRESIN PAVEMENTMARKINGS(SKIP LINE)

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PLATTS MILL RD / SOUTH MAIN ST TYPICAL SECTION - 24

TS-2

ED

GE

OF

WA

TER

12'-0"


2" SUPERPAVE 0.25 INCH MIX

3" SUPERPAVE 0.375 INCH MIX

6" PROCESSED AGGREGATE BASE

8' STEEL PICKET FENCE

STONE SLOPE PROTECTION

STONE PAVERS

4'-0

"

60" MODULAR CONCRETE-BOTTOM BLOCK

CRUSHED STONE LEVELING PAD

42" R

AIL

ING

41" MODULAR CONCRETE-MIDDLE BLOCK (COBBLESTONE FINISH)

CAP STONE(PROVIDE 6" OPENING 12' O.C.)

28" MODULARCONCRETE-TOP BLOCK(COBBLESTONE FINISH)

EXISTINGEMBANKMENT

10'-0" MIN

OFFSET FROM BUILDINGWHERE APPLICABLE

CONCRETE BASE FOR FENCING

SHARED USE PATH FILL SECTION WITH MODULARGRAVITY RETAINING WALL

11

PERVIOUS STRUCTURAL BACKFILL

NON WOVEN GEOTEXTILE FABRIC

NON WOVEN GEOTEXTILE FABRIC

CRUSHED STONE ASTM NO. 57 OR EQUIVILENT

2% CROSS-SLOPE

11.5

DRAINAGE TROUGHMODULAR GRAVITY RETAINING WALL

6" OPENING FOR DRAINAGE

CAP STONE

28" MODULAR CONCRETE-TOP BLOCK(COBBLESTONE FINISH)

6"

12'

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PLATTS MILL RD / SOUTH MAIN ST5

TYPICAL PATH SECTION ATPROPOSED RIVER EMBANKMENT

TS-3

SCALE: 1" = 5'STA. SUP 71+00± TO SUP 83+00±

SCALE: N.T.S.

SECTION E-E

EXISTING ROW

VARIES: 0'-0" MIN. TO 144'-0"± MAX.

2'-0"(TYP.)

2'-0"(TYP.)

PERMANENT EASEMENT LINE

PERMANENT EASEMENT LINE

SOUTH MAIN STREET

EXISTING FEMA 100YEAR FLOOD PLAIN LINE

B SHARED USE PATH (SUP)L

EXISTING WETLANDBOUNDARY LINE

EXISTING SCEL

VARIES: 0'-0"± MIN.TO 54'-0"± MAX.

VARIES: 11'-0"± MIN.TO 60'-0"± MAX.

VARIES: 0'-0" MIN. TO 38'-0"± MAX.

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PLATTS MILL RD / SOUTH MAIN ST

MATCHLINE STA. P

M 12+50

GENERAL PLAN - 1GP-1

6

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MA

TCH

LINE

STA

. PM

12+50

MATCHLINE STA. P

M 24+50


7

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MAT

CH

LIN

E ST

A. P

M 3

6+50


MATC

HLIN

E STA. PM 24+50

8

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MA

TCH

LIN

E S

TA. S

M 1

3+00


00 40' 80'

MATCHLINE STA. PM 37+00

(IN FEET)

9

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PLATTS MILL RD / SOUTH MAIN ST GENERAL PLAN - 5GP-5

00 40' 80'

(IN FEET)

MATC

HLIN

E STA. SM 24+00

MAT

CH

LIN

E ST

A. S

M 1

3+00

10

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(IN FEET)

MAT

CH

LIN

E ST

A. S

M 3

7+00

00 40' 80'

MAT

CH

LIN

E ST

A. S

M 2

5+00

11

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MA

TCH

LIN

E S

TA. S

M 4

9+00


00 40' 80'

(IN FEET)

MATC

HLIN

E STA. SM 37+00

12

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MAT

CH

LIN

E ST

A. S

M 6

1+00


00 40' 80'

(IN FEET)

MA

TCH

LIN

E S

TA. S

M 4

9+00

13

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MA

TCH

LIN

E S

TA. S

M 7

2+00


00 40' 80'

(IN FEET)

MAT

CHLI

NE S

TA. S

M 6

1+00

14

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00 40' 80'

(IN FEET)

MA

TCH

LIN

E S

TA. S

M 7

2+00

15

PERFORMANCEWOODEN BRIDGE

BALANCING TRAIL

COUNCIL RINGKAYAK LAUNCH

COVERED PICNIC SHELTER

ASPHALT PARKING LOTENTRANCE GATECRAWL THROUGH LOGSTREE HOUSELIVING WILLOW TUNNEL

RUSTIC BENCH

CLIMBING SWIRL

STONE BENCH

READING CIRCLE

BIKE RACKS

PICNIC GROVE

RAILROAD TIE STEPS

RIGHT-OF-WAY

RAILROAD TIE STEPS

SCEL LINE

MHW OF RIVER

PROPERTY LINE

SHARED USE PATH

RIGHT-OF-WAY

NAUGATUCK RIVER

WETLAND BOUNDARY

WOODLAND TRAIL

BIORETENTION

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LIVING ART

PROPERTY LINE

LEGEND

NATURE TRAIL

WETLAND BOUNDARY

OPEN WOODS/MEADOW

WOODLAND UNDER PLANTING

PARKING LOT (ASPHALT)

SHARED USE PATH (ASPHALT)

RIGHT OF WAY/PROPERTY LINE

STREAM CHANNEL ENCROACHMENT LINE

SPECIMEN TREES

FEMA 100 YEAR FLOOD PLAIN

MEDIUM HIGH WATER - EDGE OF RIVER

VIEW SHED

BENCH/BIKE RACKS

EXISTING WOODS TO REMAIN

PARK SITE PLAN

00 30' 60'

(IN FEET)

100 YR. FLOODPLAIN

100 YR. FLOODPLAIN

WETLAND BOUNDARY

SCEL LINE

16

PSP-1

platts mill road: sta. pm 1+00 to sta. pm 41+22 …...south main street: sta. sm 1+00 to sta. sm...

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