Campville Rd. Reconstruction (Between Mason Hill Rd and Hopkins Rd) Bidset

Agency:	Town of Litchfield
State:	Connecticut
Type of Government:	State & Local
NAICS Category:	236220 - Commercial and Institutional Building Construction 238910 - Site Preparation Contractors 238990 - All Other Specialty Trade Contractors
Posted Date:	Nov 19, 2025
Due Date:	Dec 18, 2025
Original Source:	Please Login to View Page
Contact information:	Please Login to View Page
Bid Documents:	Please Login to View Page

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LOCATION OF PROJECT

TTOOWWNN OOFF LTIHTCOHMFAIESLTDON

PROJECT LOCATION PLAN

NTS

TOWN OF LITCHFIELD

ROADWAY RECONSTRUCTION

CAMPVILLE ROAD

STATE PROJECT No. 0073-0198

FEDERAL AID PROJECT No. 1073(109)

TO BE MAINTAINED BY THE TOWN OF LITCHFIELD

FROM STA 102+89.1 TO STA 125+75 LENGTH = 2285.9 LF

SCALES: AS NOTED

FIRST SELECTMAN

DENISE RAAP

PUBLIC WORKS DIRECTOR AND TOWN ENGINEER

RAZ ALEXE, P.E.

LOCATION OF PROJECT

PROJECT VICINITY MAP

NOT TO SCALE

DESIGN DATA

FUNCTIONAL CLASSIFICATION OF CAMPVILLE ROAD: RURAL MINOR COLLECTOR

DESIGN SPEED: 30 mph

POSTED SPEED LIMIT: 30 mph

CONSTRUCTION SPECIFICATIONS: STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD

SPECIFICATIONS FOR ROADS, BRIDGES, FACILITIES AND INCIDENTAL CONSTRUCTION, FORM 819 2024, JULY 2025

SUPPLEMENTAL SPECIFICATIONS.

HORIZONTAL DATUM: ASSUMED DATUM

VERTICAL DATUM: ASSUMED DATUM

LIST OF DRAWING REVISIONS

SHEET NO.

DESCRIPTION

DATE BY

SHEET NO.

4-6

7-21

TITLE

TITLE SHEET

GENERAL NOTES & TYPICAL SECTION

MISCELLANEOUS GRADING PLAN

ROADWAY PLAN AND PROFILE

CROSS SECTIONS

MISCELLANEOUS DETAILS

NOVEMBER 19, 2025

LIST OF DRAWINGS

DRAWING

TITLE

GEN-01

GRA-02

PLA-01 TO PLA-03

XSC-01 TO XSC-15

MDS-01

SHEET NO.

STANDARD DRAWINGS

HW-910_17

HW-910_20

HW-910_21

HW-910_25a

TR-1208_02

TR-1210_08

R-B TERMINAL SECTION

MASH W-BEAM HARDWARE

METAL BEAM RAIL (R-B MASH) GUIDERAIL

METAL BEAM RAIL TRANSITION 350 TO MASH GUIDERAIL

METAL SIGN POSTS AND SIGN MOUNTING DETAILS

PAVEMENT MARKINGS FOR NON FREEWAYS

FHWA

APPROVAL DATE

11-08-22

10-18-24

01-04-24

10-18-24

6-15-17

8-21-18

JOSEPH A. CERMOLA III, P.E.

BID

DOCUMENTS

TITLE_FD

GENERAL NOTES

1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THE STATE OF CONNECTICUT

DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, FACILITIES

AND INCIDENTAL CONSTRUCTION, FORM 819 2024, JANUARY 2025 SUPPLEMENTAL SPECIFICATIONS

AND SPECIAL PROVISIONS.

1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH

THE CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS,

BRIDGES, FACILITIES AND INCIDENTAL CONSTRUCTION, FORM 819 2024 WITH THE JAN. 2025

SUPPLEMENTAL SPECIFICATIONS, SPECIAL PROVISIONS, CONNECTICUT GUIDELINES FOR SOIL

EROSION AND SEDIMENT CONTROL 2024 AND CT DEEP BULLETIN 34, UNLESS OTHERWISE

SPECIFIED IN THE TECHNICAL SPECIFICATIONS.

DURING THE CONTRACTOR'S TRENCHING OPERATIONS. THE COST TO COORDINATE THIS WORK

WITH THE UTILITY COMPANIES SHALL BE INCIDENTAL TO THE PROJECT UNLESS A SPECIFIC PAY

ITEM IS INCLUDED.

14. THE CONTRACTOR WILL BE REQUIRED TO WORK IN PROXIMITY OF AND BENEATH OVERHEAD

POWER LINES AS WELL AS TELEPHONE, CABLE TV AND TELECOMMUNICATION LINES. THE

OVERHEAD LINES ARE NOT ANTICIPATED TO BE DE-ENERGIZED DURING THE PROSECUTION OF

THIS WORK. THE CONTRACTOR SHALL SPECIFICALLY COMPLY WITH THE REQUIREMENTS DETAILED

IN OSHA REGULATIONS (STANDARDS 29 CFR) CRANES AND DERRICKS - 1926.550 AS WELL AS OTHER

APPLICABLE OSHA STANDARDS. THE CONTRACTOR SHALL MAINTAIN A SAFE DISTANCE FROM ALL

UTILITY POLES DURING CONSTRUCTION ACTIVITIES.

2. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED.

3. THE CONTRACTOR SHALL WALK THE PROJECT PRIOR TO CONSTRUCTION WITH A REPRESENTATIVE

FROM THE TOWN AND THE ENGINEER. TREES TO BE REMOVED SHALL BE MARKED IN THE FIELD.

EXTREME CARE SHALL BE EXERCISED TO PROTECT ALL TREES NOT DESIGNATED FOR REMOVAL.

NO TREES SHALL BE REMOVED UNTIL AUTHORIZATION IS GIVEN BY THE TOWN. COST IS INCLUDED

IN THE ITEM "CLEARING AND GRUBBING".

4. ANY PHYSICAL FEATURES DISTURBED BY THE CONTRACTOR SHALL BE REPLACED OR

RECONSTRUCTED AS DIRECTED BY THE ENGINEER TO A CONDITION EQUAL TO OR BETTER THAN

PRIOR TO CONSTRUCTION AT THE CONTRACTORS EXPENSE.

5. ALL DIMENSIONS AND ELEVATIONS MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR

TO THE START OF MANUFACTURING AND CONSTRUCTION, AND NECESSARY ADJUSTMENTS MADE

AS ORDERED BY THE ENGINEER.

6. THE CONTRACTOR'S ACTIVITIES ON SITE SHALL BE LIMITED TO OPERATIONS BETWEEN 7:00 A.M. TO

5:00 P.M., MONDAY THROUGH FRIDAY EXCEPT LEGAL HOLIDAYS.

7. THE CONTRACTOR SHALL SUBMIT A DETAILED SCHEDULE FOR APPROVAL PRIOR TO COMMENCING

CONSTRUCTION.

8. THE CONTRACTOR SHALL PROVIDE ACCESS TO ALL PROPERTIES AT ALL TIMES DURING

CONSTRUCTION. COORDINATE ACCESS WITH PAVING OPERATIONS SO THAT JOINTS ARE

MINIMIZED (SEE MAINTENANCE AND PROTECTION OF TRAFFIC SPECIFICATIONS). NO TRANSVERSE

JOINTS SHALL BE ALLOWED DURING THE PAVING OF THE WEARING COURSE.

15. THE INFORMATION SHOWN ON THESE PLANS IS BASED ON LIMITED INVESTIGATIONS AND IS IN NO

WAY WARRANTED TO INDICATE THE TRUE CONDITIONS OR ACTUAL QUANTITIES OF WORK

REQUIRED. LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND STRUCTURES HAVE BEEN

COMPILED FROM THE BEST AVAILABLE INFORMATION. THIS INFORMATION WAS COMPILED UTILIZING

UTILITY COMPANY & TOWN RECORD MAPS AND FIELD SURVEY AND THEREFORE, IS CONSIDERED

TO BE APPROXIMATE. ALL UTILITIES AND UNDERGROUND STRUCTURES MAY NOT BE SHOWN. THE

CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING THE ACTUAL LOCATION OF ALL

UTILITIES AND TO NOTIFY UTILITY COMPANIES OF NECESSARY RELOCATION. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK WITH THAT OF THE UTILITY COMPANIES.

UTILITY LINES DAMAGED BY THE CONTRACTOR SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION

OF THE ENGINEER AND THE UTILITY COMPANY AND THE COST OF REPAIR WORK SHALL BE BORNE

BY THE CONTRACTOR. THE CONTRACTOR SHALL CONTACT CALL BEFORE-U-DIG AT 1-800-922-4455

FOR MARKING OF EXISTING UTILITIES AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF

EXCAVATION (MONDAY THROUGH FRIDAY, EXCLUDING HOLIDAYS).

16. CONTRACTOR TO SUPPLY UTILITY COMPANIES WITH SUFFICIENT VERTICAL AND HORIZONTAL

STAKEOUT OF PROPOSED STORM DRAINAGE, PROPOSED ROADWAY, AND OTHER PROPOSED

IMPROVEMENTS TO PERFORM UTILITY RELOCATIONS. THE COST OF THIS WORK SHALL BE

INCLUDED IN THE ITEM "CONSTRUCTION SURVEYING."

17. ANTICIPATED UTILITY POLE RELOCATIONS, IF ANY, ARE SHOWN ON THE PLANS. ADDITIONAL POLE

RELOCATIONS MAY BE REQUIRED. CONTRACTOR TO PROVIDE STAKEOUT OF PROPOSED

IMPROVEMENTS PRIOR TO COMMENCEMENT OF WORK TO DETERMINE IF ADDITIONAL POLE

RELOCATIONS ARE REQUIRED. POLE RELOCATIONS MAY NOT BE COMPLETED PRIOR TO THE

INSTALLATION OF STORM DRAINAGE AND ROADWAY IMPROVEMENTS. THE COST OF THIS WORK

SHALL BE INCIDENTAL TO THE PROJECT.

9. ALL DISTURBED AREAS THAT WILL NOT BE PAVED SHALL RECEIVE 4" OF TOPSOIL AND TURF

ESTABLISHMENT.

10. FOR LAYOUT PURPOSES, PIPE LENGTHS INDICATED ON THE PLANS ARE FROM CENTER OF CATCH

BASIN/MANHOLE TO CENTER OF CATCH BASIN/MANHOLE OR FACE OF ENDWALL AND THE LENGTH

OF THE FLARED END SECTION IS INCLUDED IN PIPE LENGTH. PAYMENT SHALL BE THE ACTUAL

LENGTH INSTALLED MEASURED FROM THE INSIDE FACE OF THE STRUCTURE TO THE INSIDE FACE

OF A STRUCTURE OR THE FACE OF AN ENDWALL AND SHALL NOT INCLUDE THE LENGTH OF THE

CULVERT END. CULVERT ENDS ARE PAID SEPARATELY.

11. ALL TOP OF FRAME ELEVATIONS REFLECT THE ELEVATION WITH THE STANDARD DEPRESSION AS

SHOWN ON "DETAILS OF DEPRESSED GUTTER STRIP" AND CTDOT STANDARD SHEETS HW-507_1,

HW-507_2, AND HW-507_3 ENTITLED "TYPE "C", "C-L" DROP INLET CATCH BASINS", "TYPE "C", "C-L"

DOUBLE GRATE TYPE 1," AND "TYPE "C", "C-L" DOUBLE GRATE TYPE 2." THE ELEVATION IS APPLIED

AT THE FACE OF CURB. OFFSETS NOTED ON THESE PLANS ARE TO THE CENTERLINE OF THE

CATCH BASIN STRUCTURE, NOT TO THE FACE OF CURB. THE CENTERLINE OF TYPE "C" CATCH

BASINS (SINGLE GRATE AND DOUBLE GRATE TYPE 2) ARE 10 3/16 INCHES IN FRONT OF THE FACE OF

CURB. THE CENTERLINE OF TYPE "C" CATCH BASIN DOUBLE GRATE TYPE 1 STRUCTURES ARE 19

INCHES IN FRONT OF THE FACE OF CURB.

12. ALL SWALES AND DITCHES SHALL HAVE TEMPORARY "U" SHAPED STONE DIKES PLACED

PERPENDICULAR TO FLOW AT 30' SPACING DURING CONSTRUCTION TO PREVENT EROSION .

18. EXISTING PAVEMENT SHALL BE REMOVED IN FILL AREAS PRIOR TO PLACING FILL. EXISTING

PAVEMENT OUTSIDE OF THE CUT AND FILL LIMITS THAT WILL NOT BE USED IN THE PROPOSED

CONDITIONS SHALL BE REMOVED. PAYMENT SHALL BE MADE UNDER THE ITEM "EARTH

EXCAVATION."

19. ALL EXISTING DRAINAGE PIPES AND CULVERTS WITHIN THE PROJECT SLOPE LIMITS THAT ARE

DESIGNATED TO BE REMOVED SHALL BE REMOVED AND BACKFILLED AS SPECIFIED IN SECTION 2.86

"DRAINAGE TRENCH EXCAVATION" UNLESS OTHERWISE SPECIFIED ON THE PLANS OR AS DIRECTED

BY THE ENGINEER. COORDINATE THIS WORK WITH THE RECONNECTION OF ANY EXISTING

FOUNDATION AND OTHER DRAINS TO THE PROPOSED DRAINAGE SYSTEM.

20. THE CONTRACTOR SHALL MAINTAIN ALL ROAD NAME SIGNS AS INDICATED ON THE PLANS AND

SHALL MAINTAIN ALL TRAFFIC CONTROL SIGNS AS NEEDED DURING CONSTRUCTION AND AS

DIRECTED BY THE ENGINEER. COST IS INCLUDED IN THE ITEM "MAINTENANCE AND PROTECTION OF

TRAFFIC".

21. PLANIMETRIC AND TOPOGRAPHIC FEATURES ARE BASED ON FIELD SURVEY PERFORMED BY

CARDINAL ENGINEERING ASSOCIATES, INC. IN SEPTEMBER 2021. SURVEY BASELINE CONFORMS TO

CLASS A-2 HORIZONTAL ACCURACY. STREETLINE AND PROPERTY LINE INFORMATION (IF SHOWN)

ARE APPROXIMATE AND BASED ON LIMITED FIELD SURVEY. ALL ELEVATIONS ARE BASED ON AN

ASSUMED DATUM. HORIZONTAL COORDINATES ARE BASED ON AN ASSUMED DATUM. VERTICAL

ACCURACY IS CLASS T-2.

13. ALL REQUIRED UTILITY RELOCATIONS SHALL BE PERFORMED BY THE RESPECTIVE UTILITY

COMPANY UNLESS OTHERWISE SPECIFIED. THE CONTRACTOR SHALL CONTACT THE UTILITY

COMPANIES PRIOR TO ANY WORK AND COORDINATE ALL CONTRACT WORK WITH THE UTILITY

COMPANY WORK. THE CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE UTILITY

COMPANY FOR THE UTILITY COMPANY TO SUPPORT ANY POLES THAT NEED TO BE SUPPORTED

CAMPVILLE ROAD

TYPICAL SECTION - FULL-DEPTH RECONSTRUCTION

NOT TO SCALE

LIST OF ABBREVIATIONS

AGGR

APPROX

ASPH

BIT

BCLC

CGR

CI / CIP

CONC

COR

CMP

CPFE

CPP

DIA

DBL

DRIVE

DI / DIP

EL / ELEV

EX / EXIST

FND

FOUND

GSC / GC

HORIZ

HRS

HYD

INV

LVC

LTP

MAX

MBR

MCE

MIN

MON

NTS

AGGREGATE

AHEAD

ALGEBRAIC DIFFERENCE IN GRADES

APPROXIMATE

ASPHALT

BACK

BASELINE

BENCHMARK

BITUMINOUS

BITUMINOUS CONCRETE LIP CURBING

CABLE GUIDERAIL

CAST IRON PIPE

CATCH BASIN

CENTERLINE

CONCRETE CURBING

CLASS

CONCRETE

CONTROL POINT

CORNER

CORRUGATED METAL PIPE

CORRUGATED POLYETHYLENE FLARED END

CORRUGATED POLYETHYLENE PIPE

CUBIC YARD

DIAMETER

DOUBLE

DRIVEWAY

DUCTILE IRON PIPE

EACH

EDGE OF PAVEMENT

ELEVATION

EXISTING

FINISHED GRADE

FLAGPOLE

FLARED END

FLOW LINE

FOOT

FOUND

FOUNDATION

GAS

GAS VALVE

GRANITE STONE CURBING

HIGH POINT

HORIZONTAL

HOURS

HYDRANT

INVERT

INVERT ELEVATION

IRON PIN

LEFT

LENGTH

LENGTH OF VERTICAL CURVE

LIGHT POLE

LINEAR FEET

LOW POINT

LUMP SUM

MAILBOX

MANHOLE

MAXIMUM

METAL BEAM RAIL

METAL CULVERT END

MINIMUM

MONUMENT

NOT TO SCALE

NOM

PERF

POB

PCC

POE

PGA

PRC

PVC

PVCC

PVI

PVRC

PVT

POC

POT

PVC

REINF

RCCE

RCP

REQD

ROW

RSC

SAN

SED

SCB

SCS

SHLD

STD

STA

SSD

TBD

TYP

VERT

VCP

NOMINAL

NUMBER

PERFORATED

POINT OF BEGINNING

POINT OF COMPOUND CURVATURE

POINT OF CURVATURE

POINT OF ENDING

POINT OF GRADE APPLICATION

POINT OF INTERSECTION

POINT OF REVERSE CURVE

POINT OF TANGENCY

POINT OF VERTICAL CURVATURE

POINT OF VERTICAL COMPOUND CURVATURE

POINT OF VERTICAL INTERSECTION

POINT OF VERTICAL REVERSE CURVE

POINT OF VERTICAL TANGENCY

POINT ON CURVATURE

POINT ON TANGENT

POLYVINYL CHLORIDE PIPE

PROPERTY LINE

RADIUS

RAILROAD

RATE OF VERTICAL CURVATURE

REINFORCED

REINFORCED CONCRETE CULVERT END

REINFORCED CONCRETE PIPE

REQUIRED

RIGHT

RIGHT OF WAY

RIGID STEEL CONDUIT

ROAD

SANITARY

SANITARY SEWER

SEDIMENTATION

SEDIMENT CONTROL BALES

SEDIMENT CONTROL SYSTEM

SHOULDER

SQUARE FOOT

SQUARE YARD

STANDARD

STATION

STOPPING SIGHT DISTANCE

STREET

STREET LINE

TO BE DETERMINED

TOP OF FRAME

TYPICAL

UNDERDRAIN

VERTICAL

VERTICAL CURVE

VERTICAL FEET

VITRIFIED CLAY PIPE

WATER

WATER VALVE

THE CONTRACTOR ACKNOWLEDGES ITS RESPONSIBILITIES TO EXAMINE AND TO BE THOROUGHLY

FAMILIAR WITH THE TOWN'S BID DOCUMENT, INCLUDING, BUT NOT LIMITED TO THE PLANS,

SPECIFICATIONS, DRAWINGS AND ANY ADDENDA THERETO. THE CONTRACTOR HEREBY WARRANTS

AND REPRESENTS THAT PRIOR TO THE SUBMISSION OF ITS PROPOSAL DURING THE BID PROCESS IT

REVIEWED OR WAS AFFORDED OPPORTUNITY, BY THE TOWN, TO REVIEW ALL PHYSICAL ITEMS,

FACILITIES, SERVICES AND FUNCTIONS ESSENTIAL TO THE SATISFACTORY PERFORMANCE OF THE

SERVICES REQUIRED ("DUE DILIGENCE") AND THEREBY CERTIFIES THAT ALL SUCH ITEMS FACILITIES,

SERVICES AND FUNCTIONS ARE INCLUDED IN THIS CONTRACT AND THEREBY WARRANTS THAT:

A. IT CONDUCTED OR HAD OPPORTUNITY TO CONDUCT ALL DUE DILIGENCE PRIOR TO THE

SUBMISSION OF ITS BID AND, ACCORDINGLY, ANY ADDITIONAL COSTS, SERVICES OR PRODUCTS

RESULTING FROM THE FAILURE OF THE CONTRACTOR TO COMPLETE DUE DILIGENCE PRIOR TO

SUBMISSION OF ITS BID PROPOSAL SHALL BE BORNE BY THE CONTRACTOR. FURTHERMORE, THE

CONTRACTOR HAD THE OPPORTUNITY DURING THE BID PROCESS TO ASK QUESTIONS IT SAW FIT

AND TO REVIEW THE RESPONSES FROM THE TOWN;

B. ITS FAILURE OR OMISSION TO MAKE INVESTIGATION AND VERIFICATION OF DATA SHALL, IN NO

WAY, BE CAUSE FOR FUTURE CLAIM OF IGNORANCE OF SUCH DATA OR CONDITIONS NOR SHALL

SUCH FAILURE TO INVESTIGATE AND VERIFY BE THE BASIS FOR ANY CLAIM WHATSOEVER,

MONETARY OR OTHERWISE;

C. IT IS SOLELY RESPONSIBLE FOR RESOLVING ANY ISSUES RESULTING FROM ITS FAILURE TO

CONDUCT DUE DILIGENCE AND IT SHALL ASSUME ANY AND ALL RESULTING COSTS IT INCURS

DURING THE PROJECT;

D. IT WAS RESPONSIBLE FOR SPECIFYING ANY CHANGES AND DISCLOSING ANY ASSOCIATED NEW

COSTS PRIOR TO SUBMITTAL OF ITS BID. IN THE EVENT THE CONTRACTOR FAILED TO DISCLOSE

ANY SUCH NEW COST PRIOR TO THE SUBMITTAL OF ITS BID, THE CONTRACTOR HEREBY

COVENANTS THAT IT SHALL REMAIN SOLELY RESPONSIBLE FOR, AND SHALL ABSORB, THOSE

NON-DISCLOSED COSTS;

E. IT HAS FAMILIARIZED ITSELF WITH THE NATURE AND EXTENT OF THE CONTRACT DOCUMENTS,

PROJECT, LOCALITY, AND WITH ALL LOCAL CONDITIONS AND FEDERAL, STATE AND LOCAL LAWS,

ORDINANCES, RULES AND REGULATIONS.

STANDARD CONVENTIONS

EXISTING

Bit

Conc

Size & Type

Number or Name

Mon

Size & Type

x 33.2

Size & Type

Number & Owner

PROPOSED

APPROXIMATE LIMIT OF CUT SLOPE

APPROXIMATE LIMIT OF FILL SLOPE

APPROXIMATE PROPERTY LINE

APPROXIMATE STREET LINE

BASELINE STATION

0+00

BITUMINOUS CONCRETE DRIVEWAY

BORING NUMBER B10 (SEE BORING LOG SHEET)

B10

CATCH BASIN

CONTROL POINT

CONCRETE DRIVEWAY/ CONCRETE DRIVEWAY RAMP

CULVERT END

DRAINAGE DITCH

DRAINAGE PIPE

SIZE & TYPE

EASEMENT LINE (PERMANENT)

EASEMENT LINE (TEMPORARY)

ELECTRIC LINE (OVERHEAD OR UNDERGROUND)

GAS LINE

GAS TEST PIT

TP G1

GAS VALVE or WATER VALVE

GRAVEL DRIVEWAY

HIGH VOLTAGE OVERHEAD LINE

HOUSE/ STRUCTURE

HYDRANT

INLAND WETLAND LIMITS

MAILBOX

MANHOLE (STORM)

MANHOLE (SANITARY)

MILLING AND OVERLAY

MONUMENT

NORTH ARROW

MON

RIPRAP APRON

SANITARY SERVICE CONNECTION

SANITARY SEWER

SIZE & TYPE

SEDIMENTATION CONTROL SYSTEM

SIGN

SPOT ELEVATION

x 33.2

STONE WALL

TELEPHONE LINE (OVERHEAD OR UNDERGROUND)

TEST HOLE NUMBER 5 (SEE CONTRACT DOCUMENTS)

TH-5

TREE

TREE LINE

UNDERDRAIN

SIZE & TYPE

"U" SHAPED STONE DIKE

UTILITY POLE

WATER COURSE

WATER LINE

WATER TEST PIT

TP W1

CAMPVILLE ROAD

TYPICAL SECTION - ROCK EXCAVATION

NOT TO SCALE

CONSTRUCTION DOCUMENTS

GEN-01

TF 881.88

1+00

880

1" = 10'

884

CONSTRUCTION DOCUMENTS

GRA-02

Curve Table: Alignments

Curve # Radius Length Chord Direction Start Point

End Point

760.00 80.90 N72° 15' 15.19"E (907072.75,817698.96) (907149.76,817723.60)

5249.00 87.84 S21° 16' 28.60"E (907121.75,817918.64) (907153.62,817836.79)

5249.00 151.92 S21° 37' 27.67"E (907259.87,817557.01) (907315.85,817415.79)

3154.00 250.10 S20° 10' 54.66"E (907316.85,817413.38) (907403.11,817178.70)

3154.00 190.47 S19° 38' 25.07"E (907417.98,817132.70) (907481.99,816953.33)

5249.00 173.43 S20° 25' 25.77"E (907503.45,816898.47) (907563.97,816735.95)

5249.00 43.00 S19° 14' 33.40"E (907637.65,816527.61) (907651.82,816487.02)

5249.00 69.87 S19° 23' 21.38"E (907706.75,816327.58) (907729.94,816261.68)

C10 5249.00 57.22 S19° 27' 29.96"E (907742.28,816227.35) (907761.34,816173.41)

C11 5249.00 170.71 S20° 04' 39.91"E (907823.61,815994.06) (907882.21,815833.73)

100+00

type "c" cb

tf 873.49

in 15" S 870.39

out 15" W 870.19

15" hdpe

169.22'

101+00

S21° 45' 14.41"E

CAMPVILLE ROAD CL STA 103+61.78

N 817739.15 E 907190.70

= HOPKINS ROAD CL STA 1+64.05

RELOCATE/RESET MAILBOX (TYP)

BEGIN BITUMINOUS CONCRETE LIP CURB

STA 102+89.14 13.00'L

type "c" cb

tf 878.10

in 15" S 874.85

out 15" N 874.80

approximate

location of

pavement test

type "c" cb

boring (typ)

tf 881.88

inv in 877.70 15" S

inv out 877.64 15" N

SEDIMENTATION

CONTROL SYSTEM

INSTALLED AFTER

GRADING (TYP)

102+00 C2

15" perforated hdpe

S20° 47' 42.80"E 103+00

+40

299.29'

+83104+00

15" perforated hdpe 105+00

CONSTRUCTION

type "c" cb

tf 873.63

in 15" E 869.63

out 15" N 869.53

R53'

BEGIN PROJECT

STA 102+89.14

SAWCUT & MATCH EXISTING PAVEMENT

BEGIN FULL DEPTH RECONSTRUCTION

N 817807.06

E 907164.91

LIMIT OF CONSTRUCTION 22' RIGHT. BEGIN FULL

DEPTH RECONSTRUCTION, SAWCUT AND MATCH

EXISTING BITUMINOUS CONCRETE PAVEMENT

12" WHITE PAVEMENT MARKING

SEDIMENTATION CONTROL SYSTEM (TYP)

BITUMINOUS CONCRETE DRIVEWAY

(TYPICAL UNLESS NOTED OTHERWISE)

4" TOPSOIL & TURF ESTABLISHMENT (TYP)

APPROXIMATE SLOPE LIMITS (TYP)

TYPE "C" CATCH BASIN TOP

STA 105+69.20 OFF -11.13'L

TF 886.48

TYPE "C" CATCH BASIN TOP

STA 108+20.38 OFF -11.15'L

TF 890.08

type "c" cb

tf 886.36

inv in 883.66 15" S

inv in 883.66 6" S

inv out 883.56 15" N

APPROXIMATE

STREETLINE (TYP)

type "c" cb

tf 890.16

inv in 887.26 6" S

inv out 887.26 15" N

inv out 887.26 6" N

106+00

15" rcp

107+00 PC: 107+11.13 C4 108+00

6" perforated hdpe 109+00

S22° 27' 12.54"E

2.60'

CONCRETE SIDEWALK

APPROXIMATE STREETLINE (TYP)

4" DOUBLE YELLOW

PAVEMENT MARKINGS

BEGIN BITUMINOUS CONCRETE LIP CURB

STA 109+50.27 12.02'R

EROSION CONTROL MATTING TYPE D (TYP)

4" DOUBLE YELLOW PAVEMENT MARKINGS

4" TOPSOIL & TURF ESTABLISHMENT (TYP)

APPROXIMATE SLOPE LIMITS (TYP)

110+00 6" perforated hdpe

896

892

888

884

880

876

type "c" cb

tf 873.63

type "c" cb

tf 873.49

872

EXISTING GRADE AT PROPOSED ℄

15" hdpe

15" perforated hdpe

type "c" cb

tf 878.10

inv in 874.85 15" S

inv out 874.80 15" N

2.32%

CAMPVILLE ROAD CL PROFILE

PVI STA: 105+60.00

PVI ELEV: 887.03

K: 108.51

LVC: 120.00

PVI STA: 107+15.00

PVI ELEV: 888.54

K: 129.03

LVC: 130.00

FINISHED GRADE AT PROPOSED ℄

2.08%

15" perforated hdpe

0.97%

15" rcp

6" perforated hdpe

type "c" cb

tf 886.36

type "c" cb

tf 881.88

inv in 877.70 15" S

inv out 877.64 15" N

1.98%

PVI STA: 108+60.00

PVI ELEV: 891.41

K: 94.64

LVC: 120.00

PVI STA: 110+00.00

PVI ELEV: 892.41

K: 101.28

LVC: 120.00

896

0.71%

6" perforated hdpe

892

888

type "c" cb

tf 890.16

884

880

876

872

101+00

102+00

103+00

104+00

105+00

106+00

107+00

108+00

109+00

CONSTRUCTION DOCUMENTS

HORIZONTAL SCALE IN FEET

HORIZONTAL SCALE 1" = 40'

VERTICAL SCALE IN FEET

VERTICAL SCALE 1" = 4'

PLA-01

inv in 887.26 6" S

inv out 887.26 15" N

inv out 887.26 6" N

6" perforated hdpe 109+00

APPROXIMATE STREETLINE (TYP)

4" DOUBLE YELLOW

PAVEMENT MARKINGS

BEGIN BITUMINOUS CONCRETE LIP CURB

STA 109+50.27 12.02'R

EROSION CONTROL MATTING TYPE D (TYP)

BITUMINOUS CONCRETE DRIVE

(TYPICAL UNLESS NOTED OTHERWISE)

type "c" cb

tf 891.78

inv in 888.00 6" N

inv in 888.00 6" S

inv out 888.00 15" W

approximate location

of pavement

test boring (typ)

110+006" perforated hdpe C6 111+00

RESET TYPE "C" CATCH BASIN

STA 111+46.92 OFF -11.15'L

TF 891.25

SEDIMENTATION CONTROL SYSTEM

INSTALLED AFTER GRADING (TYP)

112+00 58.91'

S21° 22' 13.37"E

113+00 C7

6" perforated hdpe114+00

CONSTRUCTION

115+00

END BITUMINOUS CONCRETE LIP CURB

STA 117+50.00 12.00'L

RELOCATE/RESET MAILBOX (TYP)

APPROXIMATE SLOPE LIMITS (TYP)

EROSION CONTROL MATTING TYPE D (TYP)

4" TOPSOIL & TURF ESTABLISHMENT (TYP)

APPROXIMATE STREETLINE (TYP)

S19° 28' 38.18"E 116+00

220.98'

117+00

S19° 00' 28.61"E

168.63'

RESET TYPE "C" CATCH BASIN

STA 119+75.00 OFF -11.15'L

TF 889.98

type "c" cb

tf 891.39

inv in 888.07 6" N

inv out 887.12 15" S

15" perforated hdpe

118+00

type "c" cb

tf 890.49

inv in 885.75 15" N

inv out 885.71 15" S

119+00

36.48'

S19° 46' 14.15"E

120+00

C10

RESET TYPE "C" CATCH BASIN

STA 121+75.00 OFF -11.15'L

TF 888.36

BITUMINDORUIVSECWOANYC(RTEYTPE)

type "c" cb

tf 889.27

ASPTPRREOETXLIIMNAET(ETYPi)nivnvouint

884.13

884.09

15"

RELOCATE/RESET MAILBOX (TYP)

S19° 08' 45.76"E 121+00

189.85'

type "c" cb

tf 891.73

inv in 887.78 15" E

inv out 887.73 15" W

SEDIMENTATION CONTROL SYSTEM (TYP)

BITUMINOUS CONCRETE DRIVE

(TYPICAL UNLESS NOTED OTHERWISE)

END BITUMINOUS CONCRETE LIP CURB

STA 112+29.29 11.89'R

APPROXIMATE STREETLINE (TYP)

4" TOPSOIL & TURF ESTABLISHMENT (TYP)

APPROXIMATE SLOPE LIMITS (TYP)

4" DOUBLE YELLOW PAVEMENT

MARKINGS

R-B TERMINAL SECTION

STA 119+87.04 16.82'R

6" PROCESSED AGGREGATE

FOR RAILING

APPROXIM5A1TI2EN.5CSL4TLU"RFDETMEEOESTPTLSTAIORNLIAAELBNP(E&PSTARIYTMTOPUI)XORRIANFMIEAL3ST5(TE0RA-STBBOLLOMIMSPAEHASSMHLHI)EMNITTS(T(YTPY)P)

SEDIMENTATION CONTROL SYSTEM

(TYP)

R-B TERMINAL SECTION

STA 112+29.44 16.64'R

100 LF METAL BEAM RAIL (R-B MASH)

GUIDERAIL INCLUDING (2) TRANSITIONS 350

TO MASH

MODIFIED RIPRAP SLOPE PROTECTION

RESET TYPE "C" CATCH BASIN

STA 111+46.60 OFF 11.15'R

TF 891.25

STANDARD RIPRAP SLOPE PROTECTION

& NO. 3 STONE FOR RAILING.

SEE CROSS SECTIONS FOR DEPTH

R-B TERMINAL SECTION

STA 111+07.28 16.66'R

904

900

PVI STA: 110+00.00

PVI ELEV: 892.41

K: 101.28

LVC: 120.00

BVCS: 109+40.00

BVCE: 891.98

EVCS: 110+60.00

EVCE: 892.12

HIGH PT. STA: 110+12.13

HIGH PT ELEV: 892.24

LOW PT STA: 111+23.64

LOW PT ELEV: 891.90

PVI STA: 111+70.00

PVI ELEV: 891.60

K: 71.18

LVC: 160.00

896

892

888

-0.47%

15" hdpe

6" perforated hdpe

1.78%

884

880

15" cpp

type "c" cb

tf 891.78

type "c" cb

tf 891.73

CAMPVILLE ROAD CL PROFILE

PVI STA: 114+45.00

PVI ELEV: 896.49

K: 85.96

LVC: 270.00

HIGH PT. STA: 114+62.60

HIGH PT ELEV: 895.44

-1.37%

6" perforated hdpe

Curve Table: Alignments

Curve # Radius Length Chord Direction

C12 2000.00 117.75 S22° 41' 45.94"E

C13

360.00 63.32 S29° 25' 16.40"E

C14

300.00 30.09 S31° 35' 12.12"E

C15

760.00 23.73 N54° 51' 21.27"E

C16

760.00 79.15 N56° 56' 42.85"E

PVI STA: 117+50.00

PVI ELEV: 892.32

K: 215.38

LVC: 120.00

type "c" cb

tf 891.39

inv in 888.07 6" N

inv out 887.12 15" S

904

900

EXISTING GRADE AT PROPOSED ℄

FINISHED GRADE AT PROPOSED ℄

896

892

15" perforated hdpe

888

884

type "c" cb

tf 890.49

inv in 885.75 15" N

inv out 885.71 15" S

880

111+00

112+00

113+00

114+00

115+00

116+00

117+00

118+00

119+00

CONSTRUCTION DOCUMENTS

HORIZONTAL SCALE IN FEET

HORIZONTAL SCALE 1" = 40'

VERTICAL SCALE IN FEET

VERTICAL SCALE 1" = 4'

PLA-02

This page summarizes the opportunity, including an overview and a preview of the attached documents.

Campville Rd. Reconstruction (Between Mason Hill Rd and Hopkins Rd) Bidset

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