Bid No. 27-02 - Drawings - Burnham St - Sherwood Rd.pdf

DESIGN BY:

BETA Group, Inc.

PER:

CONN. P.E. REG. NO.

DATE:

LOCATION PLAN

F.H.W.A.

DATE

APPROVALSTANDARD DRAWINGS

SHEET NO. TITLETITLESHEET NAME

LIST OF DRAWINGS

EAST HARTFORD

TOWN PROJECT NO. 27-02

PLANS FOR

LENGTH 485 FT

PLAN 1 INCH = 20 FEET

PROFILE HOR. 1 INCH = 20 FEET VERT. 1 INCH = 4 FEET

CROSS SECTIONS 1 INCH = 4 FEET

OTHER SCALES AS NOTED

TO BE MAINTAINED BY THE TOWN OF EAST HARTFORD

DESIGN

SCALES

IN THE TOWN OF

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ALL DIMENSIONS ARE IN FEET (FT) UNLESS NOTED

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BURNHAM STREET/SHERWOOD DRIVE

ROAD RECONSTRUCTION

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72217

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9A

159 91

83 32

74 44

89195275

17119

148148

151149

1 1

1A

213 213

184 117

2 184

2A

87 66

6 203

14 14

14A 14A

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17 77

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0 5 10 MILES

SCALE

STATE NUMBERED ROUTES

CONNECTICUT

DEPARTMENT OF TRANSPORTATION

LOCATION OF PROJECT

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NEW YORKCONNECTICUT

STONINGTON

BURNHAM STREET

FUNCTIONAL CLASSIFICATION: MINOR ARTERIAL

DESIGN SPEED: 30 MPH

DESIGN STANDARDS: CHAPTER TWO - GEOMETRIC DESIGN

OF EXISTING HIGHWAYS - (3R NON-FREEWAY PROJECTS)

DESIGN VEHICLE: SU-30

A.D.T.: 2,100 (2021)

EXISTING CONDITIONS SURVEY

TS-1

ECS-1 - ECS-7

SCALE: 1" = 1000'±

PROJECT

LIMITS

TOWN OF EAST HARTFORD

740 MAIN STREET

EAST HARTFORD, CT 06108

BURNHAM STREET FROM STA. 126+00 TO STA. 130+85

TITLE SHEET

SHEET NO. DESCRIPTION DATE BY

LIST OF DRAWING REVISIONS

26-20 2026EAST HARTFORD

STATE PROJ. NO. YEAR

CT

ROUTE NO. SHEET NO.

TOTAL

SHEETS

TOWN

GENERAL NOTESGN-1

TYPICAL SECTIONSTYP-1 - TYP-2

CONSTRUCTION PLANS AND PROFILES CON-1 - CON-4

2-8

12-13 14-17

TR-1208_01 SIGN PLACEMENT AND RETOREFLECTIVE STRIP DETAILS

TR-1208_02 METAL SIGN POSTS AND SIGN MOUNTING DETAILS

TR-GS_04 PAVEMENT MARKING LINES AND SYMBOLS

TR-GS_08 PAVEMENT MARKINGS FOR NON-FREEWAYS

TR-GS_14 CONST. SIGN SUPPORTS & CHANNELIZING DEVICES

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HW-586_01 CATCH BASIN AND DROP INLET TYPES "C" AND "C-L"

HW-586_08 CATCH BASIN FRAMES AND GRATES

HW-922_01 BITUMINOUS CONCRETE SIDEWALK AND DRIVEWAYS

ALIGNMENT AND CURBING LAYOUT PLANSALN-1 - ALN-4

18-21

SHERWOOD DRIVE

FUNCTIONAL CLASSIFICATION: LOCAL

DESIGN SPEED: 25 MPH

DESIGN STANDARDS: CHAPTER TWO - GEOMETRIC DESIGN

OF EXISTING HIGHWAYS - (3R NON-FREEWAY PROJECTS)

DESIGN VEHICLE: SU-30

A.D.T.: 300 (ASSUMED)

SOUTH WINDSOR

M A N

S

FIELD

CONSTRUCTION DOCUMENTS

TOWN OF EAST HARTFORD BIDDING AND OTHER INFORMATION AND DOCUMENTS WHICH ARE OBTAINED THROUGH THE INTERNET, WORLD WIDE WEB SITES OR OTHER SOURCES ARE NOT TO BE CONSTRUED TO BE OFFICIAL INFORMATION FOR THE PURPOSES OF BIDDING OR CONDUCTING OTHER BUSINESS WITH THE

TOWN UNLESS SPECIFICALLY AUTHORIZED.

IT IS THE RESPONSIBILITY OF EACH BIDDER AND ALL INTERESTED PARTIES TO OBTAIN ALL BIDDING RELATED INFORMATION AND DOCUMENTS FROM OFFICIAL SOURCE'S WITHIN THE TOWN OR STATE.

PERSONS AND/OR ENTITIES WHICH REPRODUCE AND/OR MAKE SUCH INFORMATION AVAILABLE BY ANY MEANS ARE NOT AUTHORIZED BY THE TOWN TO DO SO AND MAY BE LIABLE FOR CLAIMS RESULTING FROM

THE DISSEMINATION OF UNOFFICIAL, INCOMPLETE AND/OR INACCURATE INFORMATION.

TOWN OF EAST HARTFORD STANDARDS GOVERN AS

SUPPLEMENTED BY THE STATE OF CONNECTICUT

DEPARTMENT OF TRANSPORTATION SPECIFICATIONS

FORM 819 SUPPLEMENTED THERETO DATED JULY

2025 ALL ELEVATIONS ON THIS PROJECT BASED ON

NAVD 88 HORIZONTAL DATUM BASED ON N.A.D. 83

HW-286_01 DRAINAGE TRENCH EXCAVATION

HW-751_01 UNDERDRAINS AND UNDERDRAIN OUTLETS

HW-686_01a CONCRETE PIPE CONNECTION SHEET 1

BORING LOGSBOR-1 10

MISCELLANEOUS DETAILSMDS-111

SHERWOOD DRIVE FROM STA. 200+64 TO STA. 216+85 LENGTH 1621 FT

INTERSECTION GRADING PLANGRD-1

SIGNING AND PAVEMENT MARKING PLANSPM-1

CROSS SECTIONSCRO-1 - CRO-12

24-35

HW-686_01b CONCRETE PIPE CONNECTION SHEET 2

HW-815_01 BITUMINOUS CONCRETE CURBING

Professional Stamp

HW-586_10c REINFORCED PRECAST CONCRETE MANHOLE

TR-GS_01 SIGN FACE SHEET ALUMINUM - R SERIES TYPICAL SIGNS

APRIL 2026

Jason Ouimet, PE

31242

April 29, 2026

MULTICORELINK:EXIST CONDITIONS (ECS 2-7)-EXIST CONDITIONS (ECS 2-7)

MULTICORELINK:7406.02-NOTES-SHERWOOD-01

MULTICORELINK:7406.02-HD-TYPICALS-SHERWOOD-01

MULTICORELINK:7406.02-HD-TYPICALS-SHERWOOD-02

MULTICORELINK:7406.02-HD-TYPICALS-SHERWOOD-01

MULTICORELINK:7406.02-HD-TYPICALS-SHERWOOD-02

MULTICORELINK:7406.02-HD-TYPICALS-SHERWOOD-01

MULTICORELINK:7406.02-HD-TYPICALS-SHERWOOD-02

MULTICORELINK:7406.02-ALGN-CURB-SHERWOOD-01

MULTICORELINK:7406.02-ALGN-CURB-SHERWOOD-04

MULTICORELINK:7406.02-ALGN-CURB-SHERWOOD-01

MULTICORELINK:7406.02-ALGN-CURB-SHERWOOD-04

MULTICORELINK:7406.02-ALGN-CURB-SHERWOOD-01

MULTICORELINK:7406.02-ALGN-CURB-SHERWOOD-04

MULTICORELINK:7406.02-GENERAL-SHERWOOD-01

MULTICORELINK:7406.02-GENERAL-SHERWOOD-04

MULTICORELINK:7406.02-GENERAL-SHERWOOD-01

MULTICORELINK:7406.02-GENERAL-SHERWOOD-04

MULTICORELINK:7406.02-GENERAL-SHERWOOD-01

MULTICORELINK:7406.02-GENERAL-SHERWOOD-04

MULTICORELINK:7406.02-BORING-SHERWOOD-01

MULTICORELINK:7406.02-DETAILS-SHERWOOD-01

MULTICORELINK:7406.02-INTERSECTION-SHERWOOD-01

MULTICORELINK:7406.02-SIGN-STRIPE-SHERWOOD-01

MULTICORELINK:7406.02-XSECT-SHERWOOD-13

MULTICORELINK:7406.02-XSECT-SHERWOOD-24

MULTICORELINK:7406.02-XSECT-SHERWOOD-13

MULTICORELINK:7406.02-XSECT-SHERWOOD-24

MULTICORELINK:7406.02-XSECT-SHERWOOD-13

MULTICORELINK:7406.02-XSECT-SHERWOOD-24

ECS-1

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ISSUE DATE

NUMBER DATE MADE BY CHECKED BY REVISIONS

DRAWN BY:

DESIGNED BY:

CHECKED BY:

UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION

SCALE

BETA JOB NO. 7406.02BURNHAM STREET/SHERWOOD DRIVE

ROAD RECONSTRUCTION

REGISTERED PROFESSIONAL PREPARED BY

NONE

SUBCONSULTANT TITLE

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SUBMISSION CONSTRUCTIONEMR

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GENERAL NOTES GN-1

9 35

GRADING AND DRAINAGE NOTES

UTILITY NOTES

GENERAL CONSTRUCTION NOTES: DEMOLITION NOTES

8. ADJUST BOTTOM OF CURB GRADES IF NECESSARY TO MAINTAIN A POSITIVE GUTTER FLOW. THE TYPICAL CURB HEIGHT IS 6". THE CURB HEIGHT SHALL NOT BE LESS THAN 4" NOR GREATER THAN 6" UNLESS INDICATED BY SPOT ELEVATIONS. NOTIFY THE TOWN REPRESENTATIVE PRIOR TO THE INSTALLATION OF CURB IF SITE CONDITIONS DO NOT MEET THESE CRITERIA. ANY CURB THAT MUST BE RESET BECAUSE IT DOES NOT MEET THESE CRITERIA AND THE INSTALLATION OF SAID CURB HAS NOT BEEN APPROVED BY

THE ENGINEER, SHALL BE RESET TO CORRECT REVEAL AT THE CONTRACTOR'S EXPENSE.

9. PROPOSED GRADES TO SMOOTHLY MEET EXISTING GRADES AT ALL LIMITS OF CONSTRUCTION.

10. CONTRACTOR SHALL VERIFY THE CONDITION OF ALL DRAINAGE STRUCTURES PRIOR TO THE START OF CONSTRUCTION. CATCH BASINS MAY BE INSPECTED BY THE TOWN AT THE END OF CONSTRUCTION TO

ENSURE SATISFACTORY CONDITION.

11. EXISTING PAVEMENT SHALL BE SAWCUT WHERE DRAINAGE PIPE OR STRUCTURES ARE TO BE INSTALLED.

12. ALL PIPES SHALL BE LAID IN STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER

ACCURATE METHOD.

13. MINIMUM CLEARANCE, AS REQUIRED BY EACH UTILITY, BETWEEN WATER, GAS, ELECTRICAL, AND

TELEPHONE LINES AND SEWERS SHALL BE PROVIDED UNLESS OTHERWISE NOTED. 6" MINIMUM

CLEARANCE SHALL BE MAINTAINED BETWEEN STORM AND SANITARY SEWERS WITH A CONCRETE

ENCASEMENT.

14. CONTRACTOR TO FIELD VERIFY ALL ELEVATIONS PRIOR TO FINAL WORK INSTALLATION. BRING ANY

DISCREPANCIES TO THE ENGINEER'S IMMEDIATE ATTENTION.

15. ALL SPOT ELEVATIONS AT BUILDING WALLS ARE EXISTING ELEVATIONS UNLESS OTHERWISE NOTED.

BRING ANY DISCREPANCIES TO THE ENGINEER'S IMMEDIATE ATTENTION.

16. CONTRACTOR IS RESPONSIBLE FOR THE SUPPORT OF UTILITIES IN A METHOD ACCEPTABLE TO THE OWNER OF THAT UTILITY FOR WORK RELATED TO THE INSTALLATION OF DRAINAGE STRUCTURES AND

PIPING. THIS WORK WILL NOT BE MEASURED FOR PAYMENT.

17. CONTRACTOR SHALL COORDINATE WITH UTILITY POLE OWNERS WITH THE NEED FOR TEMPORARY SUPPORT OR RELOCATION OF UTILITY POLES RESULTING FROM EXCAVATIONS RELATED TO THIS PROJECT.

18. ALL CATCH BASIN GRATES SHALL BE TYPE "A".

1. INFORMATION ON EXISTING UTILITIES HAS BEEN COMPILED FROM AVAILABLE INFORMATION INCLUDING UTILITY COMPANY AND MUNICIPAL RECORD MAPS AND FIELD SURVEY AND IS NOT GUARANTEED CORRECT OR COMPLETE. UTILITIES ARE SHOWN TO ALERT THE CONTRACTOR TO THEIR PRESENCE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONTACTING "CALL BEFORE YOU DIG" AT 1-800-922-4455 48 HOURS (2 BUSINESS DAYS) IN ADVANCE OF COMMENCING ANY WORK MINIMUM PRIOR TO BEGINNING CONSTRUCTION OR DEMOLITION ACTIVITIES.THE CONTRACTOR SHALL VISIT THE SITE & MARK OUT THE PROJECT LIMITS AND VERIFY THE LOCATION OF ALL UTILITIES IS CONSISTENT WITH THE CONTRACT PLANS PRIOR TO BEGINNING ANY EXCAVATION. THE CONTRACTOR SHALL DIG TEST PITS TO VERIFY THE LOCATION OF UTILITIES WHICH MAY CONFLICT WITH THE PROPOSED WORK AND SHALL BE PAID FOR UNDER THE ITEM "TEST PIT EXCAVATION".

2. PROPOSED STORM DRAINAGE, SANITARY SEWER, WATER MAINS, HYDRANTS, ELECTRICAL AND OTHER UTILITY FACILITIES TO BE CONSTRUCTED OR INSTALLED BY OTHERS MAY BE SHOWN ON THE PLANS. THIS INFORMATION IS PROVIDED FOR THE CONTRACTORS USE ONLY AND MAY BE SUBJECT TO CHANGE. THE CONTRACTOR SHALL PROVIDE THE PROPOSED SURFACE LOCATION AND ELEVATION FOR THE UTILITY'S USE IN CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE &SCHEDULE HIS ACTIVITIES WITH THE WORK OF ALL UTILITIES TO FACILITATE THE WORK. NO ADDITIONAL COMPENSATION WILL BE MADE FOR THIS EFFORT.

3. ALL UTILITY CONSTRUCTION IS SUBJECT TO INSPECTION PRIOR TO APPROVAL FOR BACKFILL IN ACCORDANCE

WITH THE APPROPRIATE UTILITY COMPANY, TOWN AND CTDOT REQUIREMENTS.

4. ALL DISTURBANCE INCURRED TO TOWN, STATE OR PRIVATE PROPERTY DUE TO CONSTRUCTION SHALL BE RESTORED TO ITS PREVIOUS CONDITION OR BETTER, TO THE SATISFACTION OF THE TOWN OR STATE OF

CONNECTICUT AUTHORITY.

5. THE CONTRACTOR SHALL ARRANGE FOR WORK TO BE PERFORMED BY UTILITY COMPANIES, THE TOWN OR STATE OF CONNECTICUT. THE CONTRACTOR SHALL COORDINATE THIS WORK AND SECURE ANY PERMITS AND

PAY ANY UTILITY COMPANY OR TOWN FEES.

6. THE CONTRACTOR SHALL COORDINATE AND CONDUCT, AS DETERMINED BY THE APPROPRIATE UTILITY, THE RESETTING OF MANHOLES, HAND HOLES, CURB BOXES AND VALVE BOXES TO THE NEW SIDEWALK OR

ROADWAY GRADE.

7. THE CONTRACTOR SHALL ENSURE THAT ALL UTILITY COMPANIES, CTDOT AND TOWN STANDARDS FOR

MATERIALS AND CONSTRUCTION METHODS ARE MET. THE CONTRACTOR SHALL PERFORM PROPER

COORDINATION WITH THE RESPECTIVE UTILITY COMPANIES.

8. THE CONTRACTOR SHALL ARRANGE FOR AND COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES FOR SERVICE INSTALLATIONS AND CONNECTIONS. THE CONTRACTOR SHALL COORDINATE WORK TO BE PERFORMED BY THE VARIOUS UTILITY COMPANIES AND SHALL PAY ALL FEES FOR CONNECTIONS, DISCONNECTION, RELOCATIONS, INSPECTIONS AND DEMOLITION.

1. THE CONTRACTOR SHALL UTILIZE EROSION CONTROL MEASURES ACCEPTABLE TO THE ENGINEER UNTIL THE COMPLETION OF HIS WORK AS REQUIRED OR DEEMED NECESSARY BY THE ENGINEER. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THE MAINTENANCE OF EROSION AND SEDIMENTATION CONTROLS UNTIL PROJECT COMPLETION. THERE WILL BE NO DIRECT PAYMENT FOR THIS WORK AND SUCH COST SHALL BE

INCLUDED IN THE OVERALL COST OF THE PROJECT.

2. UNLESS OTHERWISE NOTED ALL PROPOSED SIDEWALKS, DRIVEWAYS, AND OTHER IMPROVEMENTS SHALL BE INSTALLED TO MATCH EXISTING GRADES AT THE LIMITS OF CONSTRUCTION. GRADING PERFORMED IN ACCORDANCE WITH PROPOSED IMPROVEMENTS SHALL NOT RESULT IN PONDING OF STORM WATER OR

NEGATIVELY IMPACT EXISTING DRAINAGE PATTERNS.

3. CLEARING LIMITS SHALL BE PHYSICALLY MARKED IN THE FIELD AND APPROVED BY THE TOWN

REPRESENTATIVE PRIOR TO THE START OF WORK ON THE SITE.

4. THE CONTRACTOR SHALL COMPACT FILL UNDER ALL WALK AND DRIVE AREAS TO 95% OF THE MAXIMUM DRY

DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR TEST) IN MAXIMUM 8" LIFTS.

5. MANHOLE RIMS AND CATCH BASIN GRATES SHALL BE SET TO ELEVATIONS SHOWN. RESET ALL EXISTING MANHOLE RIMS AND WATER GATE VALVES FLUSH WITH FINAL GRADE AS NECESSARY. THE CONTRACTOR

SHALL COORDINATE THE SETTING OF THESE STRUCTURES WITH THE UTILITY COMPANIE(S).

6. SIDEWALK PITCH (FROM BACK OF WALK TO CURB) SHALL BE MAXIMUM 2% UNLESS OTHERWISE NOTED, AS INDICATED BY SPOT ELEVATIONS, AS SHOWN ON THE MISCELLANEOUS DETAILS, AS SHOWN ON TYPICAL

CROSS SECTION SHEETS, OR AS SHOWN ON THE PLANS.

7. WHEN A NEW WALK MEETS AN EXISTING STEP OR WALL, MAINTAIN THE EXISTING RISER HEIGHT OR WALL HEIGHT UNLESS OTHERWISE NOTED AND AS INDICATED. NOTIFY THE TOWN REPRESENTATIVE OF ANY

DISCREPANCIES.

1. THE CONTRACTOR SHALL SECURE ALL PERMITS FOR DEMOLITION AND DISPOSAL OF DEMOLITION MATERIAL TO BE REMOVED FROM WITHIN THE PROJECT LIMIT. THE CONTRACTOR SHALL POST ALL BONDS AND PAY ANY

PERMIT FEES REQUIRED.

2. THE CONTRACTOR SHALL PREPARE ALL MANIFEST DOCUMENTS AS REQUIRED PRIOR TO COMMENCEMENT OF

DEMOLITION.

3. THE CONTRACTOR SHALL PROVIDE DISCONNECT NOTIFICATIONS AS REQUIRED, TO ALL UTILITY COMPANIES

AND AGENCIES AT LEAST THREE WEEKS PRIOR TO BEGINNING DEMOLITION.

4. BACKFILL DEPRESSIONS AND FILL AND TOPSOIL HOLES WITH APPROVED SOIL MATERIAL. COMPACT, FERTILIZE, SEED AND MULCH DISTURBED AREAS NOT SUBJECT TO FURTHER SITE CONSTRUCTION.

5. ALL REGULATORY, WARNING, AND TRAFFIC CONTROL SIGNS, UNLESS NOTED ON THE DRAWINGS AS NEW, SHALL BE REMOVED, STOCKPILED, AND REINSTALLED ON BREAK AWAY SUPPORTS. COORDINATE SIGN

REPLACEMENT WITH THE TOWN.

6. THE CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES, THE POSTMASTER, CT TRANSIT DISTRICT, SCHOOL BUS COMPANY AND OTHER NECESSARY AGENCIES WHICH ARE AFFECTED BY WORK SHOWN ON

THESE PLANS OR REQUIRED IN THE FIELD.

7. ALL EXISTING ROAD SIGNING SHALL BE MAINTAINED DURING CONSTRUCTION. EXISTING SIGNS SHALL BE RELOCATED, ADJUSTED OR PLACED IN AREAS WHERE IT WILL NOT CONFLICT WITH ACTIVE CONSTRUCTION OPERATIONS. RELOCATED AND OR TEMPORARY SIGNS WILL REMAIN IN PLACE UNTIL NEW SIGNS CAN BE INSTALLED. THIS WORK SHALL BE INCLUDED AND PAID FOR UNDER MAINTENANCE AND PROTECTION OF

TRAFFIC.

8. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, MATERIALS AND DIMENSIONS PRIOR TO

COMMENCING DEMOLITION AND REPORT ANY DISCREPANCIES TO THE ENGINEER.

9. EXISTING STREET NAME SIGNS, MAILBOXES, UTILITY POLES, ETC. WITHIN STREET RIGHT-OF-WAY AND AS OTHERWISE INDICATED SHALL REMAIN IN PLACE AND BE PROTECTED DURING DEMOLITION ACTIVITIES

UNLESS OTHERWISE NOTED.

10. SEDIMENT AND EROSION CONTROLS SHALL BE IN PLACE PRIOR TO START OF DEMOLITION OR CLEARING AND GRUBBING OPERATIONS. USE SILT SACKS FOR CATCH BASINS. IN ACCORDANCE WITH 2002 STATE OF

CONNECTICUT EROSION & SEDIMENTATION CONTROL REQUIREMENTS.

1. ALL CONSTRUCTION MATERIALS AND OPERATIONS SHALL COMPLY WITH THE STANDARD PROVISIONS AND REQUIREMENTS OF THE TOWN OF EAST HARTFORD STANDARD SPECIFICATIONS AS SUPPLEMENTED BY THE CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL CONSTRUCTION, FORM 819 SUPPLEMENTED THERETO DATED JULY 2025. IN THE CASE OF CONFLICTING SPECIFICATIONS, THE MORE STRINGENT SHALL APPLY AS DETERMINED BY THE ENGINEER.

2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL PRODUCTS, MATERIAL SAMPLES, PLAN, OR OTHER

INFORMATION TO THE TOWN OR STATE REPRESENTATIVE FOR REVIEW AND APPROVAL PRIOR TO

FABRICATION OR DELIVERY TO THE SITE AS SPECIFIED IN THE CONTRACT.

3. ALL TESTING, EXCEPT FOR FIELD DENSITY TESTING, MUST BE SUBMITTED TO AND APPROVED BY THE TOWN

OF EAST HARTFORD DEPARTMENT OF PUBLIC WORKS AND ENGINEERING DEPARTMENT.

4. HOURS OF WORK SHALL BE AS DEFINED IN THE CONTRACT DOCUMENTS. THE TOWN RESERVES THE RIGHT

TO ADJUST THESE HOURS IN THE INTEREST OF PUBLIC SAFETY.

5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS REQUIRED BY GOVERNMENT AGENCIES PRIOR TO CONSTRUCTION WITH THE EXCEPTION OF THE ENCROACHMENT PERMIT APPLICATION WHICH WILL BE PAID FOR BY THE TOWN OF EAST HARTFORD. THE CONTRACTOR SHALL OBTAIN ANY TOWN, STATE OF CONNECTICUT OR OTHER PERMITS FOR WORK WITHIN THE PROJECT LIMITS. THE CONTRACTOR SHALL POST ALL BONDS, PAY ALL FEES, PROVIDE PROOF OF INSURANCE, AND PROVIDE TRAFFIC PROTECTION

AS REQUIRED FOR THIS WORK.

6. OSHA REGULATIONS MAKE IT UNLAWFUL TO OPERATE CRANES, BOOMS, HOISTS, ETC. WITHIN 10' OF ANY ELECTRIC LINE UNDER 50KV. IF THE CONTRACTOR MUST OPERATE EQUIPMENT CLOSE TO ELECTRIC LINE(S), HE MUST CONTACT THE POWER COMPANY TO MAKE ARRANGEMENTS FOR PROPER SAFEGUARDS.

7. THE ENGINEER IS NOT RESPONSIBLE FOR SITE SAFETY MEASURES TO BE EMPLOYED DURING CONSTRUCTION.

THE ENGINEER HAS NO CONTRACTUAL DUTY TO CONTROL THE SAFEST METHODS OR MEANS OF THE WORK, JOB SITE RESPONSIBILITIES, SUPERVISION OR TO SUPERVISE SAFETY AND DOES NOT VOLUNTARILY ASSUME

ANY SUCH DUTY OR RESPONSIBILITY.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ADJACENT PROPERTY OWNERS OF IMPENDING CONSTRUCTION, AS WELL AS COORDINATING DRIVEWAY AND WALKWAY REMOVAL/REPLACEMENT WORK.

9. ACCESS TO PRIVATE PROPERTIES MUST BE MAINTAINED AT ALL TIMES. FOR SECURITY REASONS, ALL PRIVATELY OWNED FENCING THAT IS TO BE REMOVED SHALL BE REPLACED WITHIN 72 HOURS OF REMOVAL.

10. THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND CONTACT THE TOWN REPRESENTATIVE IF THERE ARE ANY QUESTIONS OR CONFLICTS REGARDING THE CONSTRUCTION DOCUMENTS AND/OR FIELD CONDITIONS SO THAT APPROPRIATE REVISIONS CAN BE MADE PRIOR TO

BIDDING AND CONSTRUCTION OPERATIONS.

11. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED, EXISTING PIPING OR OTHER UTILITY BE UNCOVERED DURING EXCAVATION, THE CONTRACTOR SHALL CONSULT WITH THE TOWN AND APPLICABLE UTILITY COMPANY IMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDING FURTHER WITH WORK IN THIS AREA.

12. ELEVATIONS ARE BASED ON NAVD88 AND ARE AS NOTED ON THE PLAN. COORDINATES ARE NAD83.

13. ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR

PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER.

14. COORDINATE INFORMATION AND DIMENSIONS ARE DEEMED TO BE RELIABLE, BUT NOT GUARANTEED. THE

CONTRACTOR SHALL VERIFY COORDINATES AND DIMENSIONS PRIOR TO CONSTRUCTION.

15. PRIOR TO BEGINNING WORK THE CONTRACTOR'S SURVEYOR SHALL TIE OFF ANY EXISTING TOWN OR STATE MONUMENTATION WITHIN THE PROJECT AREA. A MINIMUM OF THREE TIES PER MONUMENT SHALL BE USED.

THE SURVEYOR SHALL SUBMIT THIS INFORMATION TO THE ENGINEER AT LEAST TWO WEEKS BEFORE CONSTRUCTION COMMENCES. ANY DISTURBANCE TO THE MONUMENTATION WHICH OCCURS AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER, AT THE

CONTRACTOR'S EXPENSE.

16. THE TOWN RESERVES THE RIGHT TO ALTER, CHANGE OR MODIFY THE TRAFFIC OR CONSTRUCTION PHASING

PLANS IN THE INTEREST OF PUBLIC SAFETY.

17. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE CONSTRUCTION PHASING PLAN. NO WORK

SHALL BEGIN UNTIL ALL TRAFFIC CONTROL DEVICES ARE IN PLACE.

18. TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE CTDOT STANDARD DETAIL SHEETS AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. INSTALL NEW OR RELOCATED SIGNS WITH BREAKAWAY POSTS.

19. ALL EXISTING PAVEMENT MARKINGS DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE RESTORED PER TOWN REQUIREMENTS. THE CONTRACTOR SHALL REMOVE CONFLICTING PAVEMENT MARKINGS BY A

METHOD APPROVED BY THE TOWN.

20. PAVEMENT MARKINGS SHALL BE EPOXY RESIN TYPE IN ACCORDANCE WITH CTDOT SPECIFICATION FORM 819

UNLESS OTHERWISE NOTED.

21. ALL DIMENSIONS ARE REFERENCED TO THE BASELINE UNLESS OTHERWISE NOTED OR SHOWN.

22. THE CONTRACTOR SHALL CONFIRM LIMITS OF IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION

OPERATIONS. REPORT ANY DISCREPANCIES TO ENGINEER BEFORE COMMENCING ANY WORK.

23. LINE AND GRADE FOR CONSTRUCTION LAYOUT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL UTILIZE A PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF CONNECTICUT TO PERFORM CONSTRUCTION LAYOUT. THE CONTRACTOR SHALL SUBMIT THE NAME OF THE SURVEYOR TO THE

ENGINEER AT LEAST THREE WEEKS PRIOR TO BEGINNING WORK.

24. ANY PUBLIC OR PRIVATE PROPERTY THAT IS DISTURBED AS A RESULT OF CONSTRUCTION OPERATIONS SHALL

BE RESTORED AS SOON AS POSSIBLE TO THE SATISFACTION OF THE ENGINEER.

25. STAGING AREAS AND MATERIAL STOCK PILES SHALL BE LIMITED WITHIN THE SITE AND LOCATED SO AS NOT TO INTERFERE WITH PEDESTRIAN OR VEHICULAR TRAFFIC. THE CONTRACTOR SHALL PROVIDE SAFETY DEVICES (IF ORDERED BY THE TOWN) TO PROTECT STOCK PILES OR WORK STAGING AREAS. IF THIS WORK IS

SO ORDERED, THERE WILL BE NO ADDITIONAL COMPENSATION MADE TO THE CONTRACTOR.

26. EACH LAYER OF MATERIAL USED FOR BACKFILL OR SUBGRADE SHALL BE COMPACTED UNTIL THE DRY DENSITY OF EACH LAYER IS AT LEAST 95% OF THE DRY DENSITY ACHIEVED BY THE AASHTO TEST T180, METHOD D

FOR THAT SOIL. MAXIMUM LAYER THICKNESS NOT TO EXCEED 12 INCHES.

27. ALTERNATIVE METHODS AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED IF REVIEWED AND APPROVED BY THE TOWN, STATE OR APPROPRIATE REGULATORY AGENCY PRIOR TO INSTALLATION.

28. ALL REGULATORY SIGNS SHALL BE REMOVED AND REINSTALLED IN EXISTING LOCATIONS UNLESS OTHERWISE NOTED ON THE DRAWINGS OR AS OTHERWISE DIRECTED BY THE TOWN REPRESENTATIVE. IN AREAS WHERE STREET NAME SIGNS ARE PLACED ON PROPOSED ORNAMENTAL LIGHT POLES, EXISTING SIGN

POLES SHALL NOT BE REINSTALLED (IF APPLICABLE).

29. ALL DISTURBED AREAS NOT OTHERWISE INDICATED IN THE CONTRACT DRAWINGS SHALL BE TOPSOILED AND

ESTABLISHED WITH TURF.

30. IF REQUIRED BY FIELD CONDITIONS AND ORDERED BY THE ENGINEER, THE CONTRACTOR WILL DIG TEST PITS TO VERIFY SUBSURFACE CONDITIONS. PAYMENT FOR THIS WORK WILL BE MADE AT THE APPLICABLE BID ITEM

IN THE CONTRACT.

31. THE LOCATION OF EXISTING UTILITIES HAS BEEN OBTAINED FROM FIELD SURVEY AND RECORDED PLANS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THESE LOCATIONS AND ELEVATIONS AND TAKING ALL NECESSARY STEPS TO SUPPORT AND PROTECT THEM FROM DAMAGE. ANY UTILITY LINE OR EQUIPMENT THAT IS DAMAGED THROUGH THE NEGLIGENCE OF THE CONTRACTOR SHALL BE REPAIRED BY THE

CONTROLLING UTILITY COMPANY AT THE CONTRACTOR'S EXPENSE.

32. THE CONTRACTOR IS HEREBY REMINDED THAT TITLE 16 CHAPTER 293 OF THE CONNECTICUT GENERAL STATUTES REQUIRES NOTIFICATION TO UTILITY COMPANIES OF PENDING EXCAVATION AT OR NEAR PUBLIC UTILITIES. THE CONTRACTOR SHALL NOTIFY CALL BEFORE YOU DIG , 1-800-922-4455 AT LEAST 48 HOURS

PRIOR TO EXCAVATION, BUT NOT MORE THAN 30 DAYS IN ADVANCE.

33. RIM OR FRAME ELEVATIONS OF ALL UTILITY STRUCTURES SHALL BE ADJUSTED TO MEET FINISHED PAVED SURFACES. PRIVATE UTILITIES WHO ARE RESPONSIBLE FOR ADJUSTING THEIR OWN STRUCTURES SHALL BE NOTIFIED 3 WEEKS IN ADVANCE BY THE CONTRACTOR. PRIVATE UTILITIES WILL ADJUST THEIR STRUCTURES AT THEIR OWN EXPENSE. THE CONTRACTOR WILL BE RESPONSIBLE TO PROVIDE PRIVATE UTILITIES WITH OFFSETS AND GRADE POINTS FOR USE IN ADJUSTING THE STRUCTURES TO PROPOSED GRADE. PRIVATE UTILITIES ARE CONSIDERED AS GAS, ELECTRIC, COMMUNICATIONS, AND STEAM. PUBLIC UTILITIES ARE IDENTIFIED AS TOWN & STATE STORM AND WATER. THE ADJUSTMENT OF PUBLIC STRUCTURES SHALL BE

PERFORMED BY THE CONTRACTOR UNDER THE APPROPRIATE CONTRACT ITEM.

34. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY UNFORESEEN CONFLICTS ARISE

BETWEEN EXISTING UTILITIES AND PROPOSED CONSTRUCTION.

35. CATCH BASINS DAMAGED OR FILLED WITH DEBRIS DURING CONSTRUCTION SHALL BE REPLACED OR CLEANED

AT THE CONTRACTOR'S EXPENSE.

36. THE CONTRACTOR SHALL RESTORE ANY DRAINAGE STRUCTURE, PIPE, UTILITY, PAVEMENT, CURBS, SIDEWALKS OR LANDSCAPED AREAS DISTURBED DURING CONSTRUCTION TO THEIR ORIGINAL CONDITION OR BETTER AS APPROVED BY THE ENGINEER, PRIOR TO THE COMPLETION OF THE PROJECT AT THE

CONTRACTOR'S EXPENSE.

37. CTDOT TYPE "C" CATCH BASINS SHALL BE USED FOR ALL CATCH BASINS UNLESS OTHERWISE NOTED.

38. ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED ON A REGULAR BASIS AS OUTLINED HEREIN. INSPECTION AND MAINTENANCE SHALL BE CARRIED OUT THROUGHOUT THE CONSTRUCTION PERIOD AND UNTIL ALL DISTURBED AREAS ARE STABILIZED WITH VEGETATION OR PAVING. THE MINIMUM INSPECTION PERIOD SHALL BE WEEKLY AND/OR AFTER MAJOR STORMS IN ACCORDANCE WITH 2002 STATE OF CONNECTICUT EROSION & SEDIMENTATION CONTROL

REQUIREMENTS.

39. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT PROPER STORM DRAINAGE AND SANITARY FLOW ARE

MAINTAINED THROUGHOUT CONSTRUCTION.

40. ALL EXISTING STRUCTURES AND PIPES THAT ARE NOT REMOVED DUE TO CONSTRUCTION OF NEW STORM

SEWER WILL BE PLUGGED AND ABANDONED UNLESS OTHERWISE NOTED ON THE PLANS.

ISSUE DATE

NUMBER DATE MADE BY CHECKED BY REVISIONS

DRAWN BY:

DESIGNED BY:

CHECKED BY:

UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION

SCALE

BETA JOB NO. 7406.02BURNHAM STREET/SHERWOOD DRIVE

ROAD RECONSTRUCTION

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JMO

BORING LOGS

NO.6 - NO.10

BOR-1

10 35

N.T.S.

D01

D01

D01

D01

D01

3" 5" 3"

R=0.25" 6"

TACK COAT

11"

MILLED SURFACE OR GRADED BASE

INTERMEDIATE COURSE

HMA SURFACE COURSE

NOTES:

1. BITUMINOUS CONCRETE CURB SHALL BE CONSTRUCTED ON THE INTERMEDIATE

COURSE EXCEPT WHERE INDICATED OTHERWISE ON THE PLANS OR AS DIRECTED BY

THE ENGINEER.

BITUMINOUS CONCRETE LIP CURBING - 6"

PL

1'-6" (RES.-TYP)/

MATCH EXIST. RADIUS

(COMMERCIAL) SEE NOTE 1

GUTTER LINE DRIVEWAY

(TYPE VARIES)

VARIES

TRAVEL WAY

PL

2"- 0.375" TRAFFIC LEVEL 1

APRON

1 12" LIP

PROPOSED

ROADWAY PAVEMENT

AT DRIVEWAY

VARIES

VARIES

SAWCUT

TACK COAT

4" COMPACTED PROCESSED AGG. (RES.)

NOTES:

1. LIMIT OF DRIVEWAY RECONSTRUCTION SHALL BE AS INDICATED ON THE PLANS OR AS DIRECTED BY

THE ENGINEER.

2. CONTRACTOR SHALL STRIKE-OFF, DOWN TO THE PAVEMENT SURFACE, AND REMOVE ANY BITUMINOUS CONCRETE CURBING TEMPORARILY CONSTRUCTED ACROSS THE DRIVEWAY WIDTH DURING CURBING

OPERATIONS. THE REQUIRED 1 12" LIP SHALL BE INSTALLED FULLY IN ONE LIFT.

3. THE COST OF SAWCUT, EXCAVATION, AND REQUIRED TEMPORARY RAMPS SHALL BE INCLUDED IN THE

CONTRACT UNIT COST OF THE BITUMINOUS CONCRETE DRIVEWAY CONSTRUCTED.

N.T.S.

1'-6" (RES.-TYP)/

MATCH EXIST. RADIUS

(COMMERCIAL) SEE NOTE 1

5"x18" STONE CURB

ROADWAYROADWAY

5"x18" STONE CURB

UNDISTURBED SUBGRADE

OR COMPACTED GRAVEL

COMPACTED PROCESSED

AGGREGATE BASE

BELGIAN BLOCK FLUSH MEDIAN

BELGIAN BLOCK

4" HI STRENGTH

MORTAR JOINT

DRY PACK MORTAR

MIX 1" MAX

HMA (SEE TYPICAL SECTIONS

FOR TYPE AND THICKNESS)

6" COMPACTED PROCESSED

AGGREGATE BASE

4" REINFORCED

CONCRETE BASE

ISSUE DATE

NUMBER DATE MADE BY CHECKED BY REVISIONS

DRAWN BY:

DESIGNED BY:

CHECKED BY:

UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION

SCALE

BETA JOB NO. 7406.02BURNHAM STREET/SHERWOOD DRIVE

ROAD RECONSTRUCTION

REGISTERED PROFESSIONAL PREPARED BY

AS SHOWN

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SUBMISSION CONSTRUCTIONEMR

EMR

JMO

MISCELLANEOUS DETAILS MDS-1

11 35

BURNHAM STREET

STA. 127+70± TO 128+47±

STA. 129+86 ± TO 130+61 ±

BURNHAM STREET

STA. 126+00± TO 127+70±

STA. 130+61± TO 130+85±

LB

A

VARIES 10'-0" - 15'-0"

R O

W L

IN

E

R O

W L

IN

E 16'-6" - 23'-6"±

3.125%

LB

LANE LANE

VARIES 10'-0" - 15'-0"

H 4"

REVEAL

(TYP.)

D

G

F

16'-6" - 21'-0"±

MATCH EXISTING

F

4"

REVEAL

(TYP.)

H

GTD GTD

MATCH EXISTING

3.125%

E

LB

10'-0"

LB

LANE LANE

10'-0"

R O

W L

IN

E

R O

W L

IN

E

16'-6" - 21'-0"± 16'-6" - 27'-6"±

F

MATCH EXISTING

4"

REVEAL

(TYP.)

H H

4"

REVEAL

(TYP.)

F

MATCH EXISTING

A D

GE

3.125% 3.125%

VARIES 0'-0" - 10'-0" GORE

BURNHAM STREET

STA. 128+47± TO 129+86±

4"

REVEAL

(TYP.)

A

10'-0"

R O

W L

IN

E

R O

W L

IN

E 23'0" TO 26'0"±

3.125%

LANE LANE

3.125%

10'-0"

F

H 4"

REVEAL

(TYP.)

D

F

J I

G

17'0" TO 21'0"±

H

LBLB

MATCH EXISTING

GTD

E

FLUSH MEDIAN8'-0"

1'-0"1'-0"

S H

O U

LD

ER

S H

O U

LD

ER

MATCH EXISTING

APPLICATION

OF GRADE

APPLICATION

OF GRADE

APPLICATION

OF GRADE

4'-0" 4'-0"

3" HMA S0.375 (PLACED IN 1.5" LIFTS) TRAFFIC LEVEL 2

LEGEND

BIT CONC LIP CURBING - 6" PLACED ON INTERMEDIATE COURSE

4" HMA S0.5 (PLACED IN 2" LIFTS) TRAFFIC LEVEL 2

5"x18" GRANITE STONE CURBING

FORMATION OF SUBGRADE

MATERIAL FOR TACK COAT

6" TOPSOIL & TURF ESTABLISHMENT - LAWN

2" HMA S0.375 TRAFFIC LEVEL 1- RESIDENTIAL DRIVEWAYS

6" PROCESSED AGGREGATE BASE

9" PROCESSED AGGREGATE BASE

8" COMPACTED PROCESSED AGGREGATE BASE

A

B

D

E

J

G

H

F

L

C

GRANITE BELGIAN BLOCKI

K

ISSUE DATE

NUMBER DATE MADE BY CHECKED BY REVISIONS

DRAWN BY:

DESIGNED BY:

CHECKED BY:

UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION

SCALE

BETA JOB NO. 7406.02BURNHAM STREET/SHERWOOD DRIVE

ROAD RECONSTRUCTION

REGISTERED PROFESSIONAL PREPARED BY

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SUBMISSION CONSTRUCTION

BURNHAM STREET TYPICAL ROADWAY

SECTIONS

TYP-1

EMR

EMR

JMO 12 35

LB

C

LB

CUL-DE-SAC

VARIES

VARIES 15'-0" TO 48'-6"

H

4.5"

REVEAL

(TYP.)

G

F

R O

W L

IN

E

LB

R O

W L

IN

E

LB

B

SHERWOOD DRIVE

STA. 200+64± TO 201+80±

25'-0" TO 60'-0"±

CUL-DE-SAC

VARIES

VARIES 15'-0" TO 48'-6"

4.5"

REVEAL

(TYP.)

R O

W L

IN

E

R O

W L

IN

E 25'-0" TO 60'-0"±

H

F

LBLB

3.125%

4.5"

REVEAL

(TYP.)

G

LB

R O

W L

IN

E

LB

B

SHERWOOD DRIVE

STA. 201+80± TO 216+50±

25'0" ±

3.125%

4.5"

REVEAL

(TYP.)

R O

W L

IN

E

R O

W L

IN

E 25'0" ±

H

F

15'-0"

LANE LANE

15'-0"

GTD

GTD

VARIES VARIES

GTD

VARIES

MATCH

EXISTING

MATCH

EXISTING

MATCH

EXISTING

H

F

VARIES

GTD

MATCH

EXISTING

R O

W L

IN

E

SAWCUT AND SEAL

DRIVEWAY PAVEMENT

RESIDENTIAL DRIVEWAY SECTION

1.5"

REVEAL

(TYP.)

C

E

E

15% MAX

L

K

APPLICATION

OF GRADE

APPLICATION

OF GRADE

3" HMA S0.375 (PLACED IN 1.5" LIFTS) TRAFFIC LEVEL 2

LEGEND

BIT CONC LIP CURBING - 6" PLACED ON INTERMEDIATE COURSE

4" HMA S0.5 (PLACED IN 2" LIFTS) TRAFFIC LEVEL 2

5"x18" GRANITE STONE CURBING

FORMATION OF SUBGRADE

MATERIAL FOR TACK COAT

6" TOPSOIL & TURF ESTABLISHMENT - LAWN

2" HMA S0.375 TRAFFIC LEVEL 1- RESIDENTIAL DRIVEWAYS

6" PROCESSED AGGREGATE BASE

9" PROCESSED AGGREGATE BASE

8" COMPACTED PROCESSED AGGREGATE BASE

A

B

D

E

J

G

H

F

L

C

GRANITE BELGIAN BLOCKI

K

ISSUE DATE

NUMBER DATE MADE BY CHECKED BY REVISIONS

DRAWN BY:

DESIGNED BY:

CHECKED BY:

UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION

SCALE

BETA JOB NO. 7406.02BURNHAM STREET/SHERWOOD DRIVE

ROAD RECONSTRUCTION

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SHERWOOD DRIVE

TYPICAL ROADWAY SECTIONS

TYP-2

EMR

JMO 13 35

BURNHAM STREET CONSTRUCTION BASELINE DATA

NUMBER

L1

L2

STARTING

STATION

125+50.00

127+70.34

NORTHING

852445.9910

852462.2721

EASTING

1044731.3143

1044951.0508

CURVE DATA LINE DATA

N85°45'45"E 220.34'

N87°12'13"E 329.67'

ENDING

STATION

127+70.34

131+00.00

NORTHING

852462.2721

852478.3562

EASTING

1044951.0508

1045280.3242

BURNHAM STREET

BURNHAM STREET

N81° 09' 10.71"E 380.96'

S0 4°

5'

1.

"W

8.

6+

7+

7+

00125+50 126+00 127+00 128+00 129+00 130+00 131+00131+00

BEGIN FULL DEPTH RECONSTRUCTION

STA 126+00

SAWCUT AND MATCH EXISTING

END FULL DEPTH RECONSTRUCTION

STA 130+85

SAWCUT AND MATCH EXISTING

129+22.93 BURNHAM STREET=

217+00.00 SHERWOOD DRIVE

15.0' 15.0'

15.0' 15.0'

11.0'

11.0'

L2L1

L5

+47.9 +87.9 +46.2 +86.2

4.0'

CP # 9

STA 129+32.3, 20.98 LT

N852491.1350 E1045111.7830

ELEV. = 117.80

R=3'

R=3'

R=3'

R=3'

R=3'

R=3'

R=3'

R=3'

SHERWOOD DRIVE

R=30' R=30'

R=1000'

END POINT

STA 131+00

N852478.3564 E1045280.3242

PI 127+70.34

+7 9.

15.0'

SH

ER

W O

O D

D R

IV

E

PC+32.7

PI+70.3

PI+50.9

PI+50.9

PC+79.0PT+07.8

12.9'

PT

+4

9.

PC

+5

3.

PT+69.0

6" BCLC (TYP)

6" BCLC (TYP)

BEGIN POINT

STA 125+50

N852445.9910 E1044731.3143

11.0'

CP # 8

STA 125+53, 13.70 RT

N852432.5440 E1044735.3520

ELEV. = 104.90

10.0'

PI+45.0

PI+45.0

MATCH EXISTING

CURB

4.0'

4.0'

4.0'

MATCH EXISTING

CURB

ISSUE DATE

NUMBER DATE MADE BY CHECKED BY REVISIONS

DRAWN BY:

DESIGNED BY:

CHECKED BY:

UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION

SCALE

BETA JOB NO. 7406.02

20 0 20

SCALE IN FEET: 1"=20'

BURNHAM STREET/SHERWOOD DRIVE

ROAD RECONSTRUCTION

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EMR

JMO 14 35

ALN-1

N

ALIGNMENT & CURBING LAYOUT PLAN

SHERWOOD DRIVE

N01° 05' 25.33"E514.21'

200+00 201+00 202+00 203+00 204+00

205+00

PC 202+62.69

BEGIN FULL DEPTH RECONSTRUCTION

STA 200+64

SAWCUT AND MATCH EXISTING

SHERWOOD DRIVE

C1 L3

CUL-DE-SAC CENTER

STA 201+13

N850895.0550

E1045109.2704BEGIN POINT

STA 200+00

N850784.0565

E1045130.6192

R = 40'

R = 40'

CP # 13

STA 201+61, 32.30 LT

N850936.0400 E1045068.4950

ELEV. = 134.02

R=

.5 0'

+06.3

+85.7 +61.6

+39.5+25.4 +74.9+58.3+38.8+16.2+34.9+14.2

+97.3

+76.1

+24.0

+44.2

+03.6 +26.6 +23.5 +47.4

.0

.0

PRC+51.0

PT+82.4

PT+82.4

PRC+51.0

6" BCLC (TYP)

6" BCLC (TYP)

SHERWOOD DRIVE CONSTRUCTION BASELINE DATA

NUMBER

L3

C1

STARTING

STATION

200+00.00

202+62.69

NORTHING

850784.0565

851042.0192

EASTING

1045130.6192

1045081.0043

CURVE DATA

R=1375.00' Δ 10°52'59" L=261.17' T=130.98'

LINE DATA

N10°53'13"W 262.69'

ENDING

STATION

202+62.69

205+23.86

NORTHING

851042.0192

851301.6227

EASTING

1045081.0043

1045056.2566

ISSUE DATE

NUMBER DATE MADE BY CHECKED BY REVISIONS

DRAWN BY:

DESIGNED BY:

CHECKED BY:

UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION

SCALE

BETA JOB NO. 7406.02

20 0 20

SCALE IN FEET: 1"=20'

BURNHAM STREET/SHERWOOD DRIVE

ROAD RECONSTRUCTION

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JMO 15 35

ALN-2

N

M

AT

C H

L

IN

E

ST

A

5+

SHERWOOD DRIVE S06° 56' 28.99"E

360.58'

SHERWOOD DRIVE

205+00 206+00 207+00 208+00 209+00 210+00 211+00

PT 205+23.86

L4

CP # 11

STA 210+30.3, 21.51 LT

N851808.0850 E1045034.7030

ELEV. = 125.03

CP # 12

STA 206+72.4, 22.03 RT

N851450.1520 E1045078.2800

ELEV. = 129.10

+95.0

+35.7+20.7

+24.3+02.0

+33.9+20.0

+30.6 +44.7

+35.3+21.1

+33.1+17.8

+23.5+06.8

+63.7+47.2

+30.5+09.7

+78.9+54.8

+31.1+06.3

.0

.0

6" BCLC (TYP)

6" BCLC (TYP)

SHERWOOD DRIVE CONSTRUCTION BASELINE DATA

NUMBER

L4

STARTING

STATION

205+23.86

NORTHING

851301.6227

EASTING

1045056.2566

CURVE DATA LINE DATA

N0°00'14"W 736.00'

ENDING

STATION

212+59.86

NORTHING

852037.6214

EASTING

1045056.2055

ISSUE DATE

NUMBER DATE MADE BY CHECKED BY REVISIONS

DRAWN BY:

DESIGNED BY:

CHECKED BY:

UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION

SCALE

BETA JOB NO. 7406.02

20 0 20

SCALE IN FEET: 1"=20'

BURNHAM STREET/SHERWOOD DRIVE

ROAD RECONSTRUCTION

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EE

T\ D

R

AW

IN

G

S\

PL

AN

SE

T\

SH

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W

O O

D D

R \7

6.

-A

LG

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SUBMISSION CONSTRUCTIONEMR

EMR

JMO 16 35

ALN-3

N

M

AT

C H

L

IN

E

ST

A

1+

M

AT

C H

L

IN

E

ST

A

5+

SHERWOOD DRIVE CONSTRUCTION BASELINE DATA

NUMBER

C2

C3

L5

STARTING

STATION

212+59.86

214+08.40

215+74.09

NORTHING

852037.6214

852182.1997

852344.1338

EASTING

1045056.2055

1045085.6111

1045112.5191

CURVE DATA

R=370.00' Δ 23°00'03" L=148.53' T=75.28'

R=350.00' Δ 27°07'30" L=165.70' T=84.43'

LINE DATA

N4°07'41"W 125.91'

ENDING

STATION

214+08.40

215+74.09

217+00.00

NORTHING

852182.1997

852344.1338

852469.7166

EASTING

1045085.6111

1045112.5191

1045103.4554

SHERWOOD DRIVE S09° 08' 27.67"W319.96'

S04° 05' 21.95"W 368.09'

N

° 0 9'

0.

"E

0.

S04° 05' 21.95"W 368.09'

211+00 212+00 213+00

214+00

215+00 216+00

217+00217+00

PC 212+59.86

PT 215+74.09PRC 214+08.40

8+

9+

0+

129+22.93 BURNHAM STREET=

217+00.00 SHERWOOD DRIVE

SHERWOOD DRIVE

C2

C3

L2

L5

+4 7.

+8

7.

+4 6.

+8

6.

CP # 9

STA 129+32.3, 20.98 LT

N852491.1350 E1045111.7830

ELEV. = 117.80

CP # 10

STA 213+51.7, 18.55 RT

N852123.9790 E1045085.5330

ELEV. = 121.22

+79.4+53.0

+52.0 +37.2

+31.1

+09.5

+11.8 +89.1

+31.3+07.1

+29.1+08.4+19.2

+14.4 +29.1

.0

.0

B U

R N

H A

M

STR

EET

PC

+7

9.

PT+49.3

PC+53.9

6" BCLC (TYP)

6" BCLC (TYP)

PT

+6

9.

R=30'

R=30'

ISSUE DATE

NUMBER DATE MADE BY CHECKED BY REVISIONS

DRAWN BY:

DESIGNED BY:

CHECKED BY:

UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION

SCALE

BETA JOB NO. 7406.02

20 0 20

SCALE IN FEET: 1"=20'

BURNHAM STREET/SHERWOOD DRIVE

ROAD RECONSTRUCTION

REGISTERED PROFESSIONAL PREPARED BY SUBCONSULTANT TITLE

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SUBMISSION CONSTRUCTIONEMR

EMR

JMO 17 35

ALN-4

N

ALIGNMENT & CURBING LAYOUT PLAN

M

AT

C H

L

IN

E

ST

A

1+

NAVD 88

BASE ELEV

95.00

125+00 126+00

4.

5.

127+00

6.

8.

128+00

0.

2.

129+00

5.

8.

130+00

1.

5.

131+00131+00

6.48%

1.67%

2.45%

G R

AD

E

BR

EA

K

ST

A

6+

.0

EL

EV

.9

G R

AD

E

BR

EA

K

ST

A

0+

.0

EL

EV

.3

PVI STA = 128+13.00

PVI ELEV = 109.66

A.D. = 4.03% K = 49.57

200' VC

PV

C

: 1

+1

EL

EV

: 1

.2

PV

T:

+1

EL

EV

: 1

.1

PVI STA = 126+68.00

PVI ELEV = 106.11

A.D. = 0.78% K = 64.46

50' VC

PV

C

: 1

+4

EL

EV

: 1

.6

PV

T:

+9

EL

EV

: 1

.7

EX. 15" RCP

EX-CB-112

TYPE "C" CB

STA. 129+43 15' LT

15" RCP

S=1.48%

EX-CB

TYPE "C" CB

STA. 126+44 11' RT

EX. 15" RCP

EX-CB

TYPE "C" CB

STA. 126+45 10' LT

SHERWOOD DRIVE

ELEV.=116.77

EXISTING GRADE

ALONG

PROPOSED GRADE

ALONG

PI 127+70.3

129+22.93 BURNHAM STREET =

217+00.00 SHERWOOD DRIVE

6+

7+

7+

PT

+7 4.

END FULL DEPTH RECONSTRUCTION

STA 130+85

SAWCUT AND MATCH EXISTING

BEGIN FULL DEPTH RECONSTRUCTION

STA 126+00

SAWCUT AND MATCH EXISTING

6+

7+

7+

PT

+7 4.

125+50 126+00 127+00 128+00 129+00 130+00 131+00131+00

NEW TYPE "C" DOUBLE TYPE II

CB TOP 213

STA 216+63 RT

RIM=115.5±

INV IN=110.88 ()

INV OUT=110.88 (112)

NEW TYPE "C" CB TOP 212

STA 216+67 LT

RIM=115.0±

INV OUT=107.65 (210)

TYPE "C" CB 112

STA 129+43 LT

RIM=117.6±

INV IN=110.65 (213)

INV OUT=110.64 ()

8' - 15" RCP

3' - 15" RCP

FULL DEPTH

RECONSTRUCTION

SILT FENCE (TYP)

RESET MH

(SAN SEWER)

RESET MH

(SAN SEWER)

REMOVE EX CB

AND PIPE

6" BCLC (TYP)

END 6" BCLC

END 6" BCLC

BEGIN 6"

BCLC

TOPSOIL & TURF

ESTABLISHMENT (TYP)

LIMIT OF

GRADING (TYP)

SILT FENCE (TYP)

6" BCLC (TYP)

GRANITE BELGIAN BLOCK

AND GRANITE CURB

GRANITE BELGIAN BLOCK

AND GRANITE STONE CURB

REMOVE

BITUMINOUS

PAVEMENTBEGIN 6"

BCLC

SHERWOOD DRIVE

BURNHAM STREET

BURNHAM STREET

SH

ER

W O

O D

D R

IV

E

B-7 105 106 107

B-6

CB'S TO

REMAIN

FULL DEPTH RECONSTRUCTION TRANSITION

STA 216+85

CLEAN 50'±

EXIST. CULVERT

CLEAN 15'±

EXIST. CULVERT

CLEAN 70'±

EXIST. CULVERT

CLEAN 45'±

EXIST. CULVERT

SEDIMENT

CONTROL SYSTEM

AT EXIST. CB (TYP)

SEDIMENT

CONTROL SYSTEM

AT NEW CB (TYP)

SCHEDULE OF RIGHTS

AND EASEMENTS

RIGHT TO CONSTRUCT

DRIVEWAY ACQUIRED

RIGHT TO INSTALL SEDIMENTATION

CONTROL SYSTEM ACQUIRED

RIGHT TO REMOVE

TREES/SHRUBS ACQUIRED

A

B

C

D

RIGHT TO GRADE ACQUIRED

BIT CONCRETE DRIVEWAY

LEGEND

ISSUE DATE

NUMBER DATE MADE BY CHECKED BY REVISIONS

DRAWN BY:

DESIGNED BY:

CHECKED BY:

UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION

SCALE

BETA JOB NO. 7406.02

VER. SCALE IN FEET: 1"=4'

20020

4 0 4 8

HOR. SCALE IN FEET: 1"=20'

BURNHAM STREET/SHERWOOD DRIVE

ROAD RECONSTRUCTION

REGISTERED PROFESSIONAL PREPARED BY SUBCONSULTANT TITLE

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DWG NO.

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04/29/2026

SUBMISSION CONSTRUCTIONEMR

EMR

JMO 18 35

CON-1

N

CONSTRUCTION PLAN

AND PROFILE

SEE SHEET CON-04

B-10

BEGIN FULL DEPTH RECONSTRUCTION

STA 200+64

SAWCUT AND MATCH EXISTING

8' - 15" RCP

8' - 15" RCP

91' - 15" RCP

SHERWOOD DRIVE

200+00 201+00 202+00 203+00

204+00

205+00

PC 202+62.7

TYPE "C" CB 202B

STA 202+53 RT

RIM=132.6±

INV OUT=128.60 (202)

NEW TYPE "C" CB TOP 201

STA 203+49 LT

RIM=131.7±

INV OUT=127.35 (202)

NEW TYPE "CM" CB 202

STA 203+49 RT

RIM=131.7±

INV IN=126.60 (201)

INV IN=126.60 ()

INV IN=126.60 (202B)

INV OUT=126.60 (203)

INV OUT=126.60 ()

NEW TYPE "C" CB TOP 203

STA 204+42 RT

RIM=130.7±

INV IN=125.97 (202)

INV IN=121.82 (205)

INV OUT=119.81 ()

13213313

SHERWOOD DRIVE

6" BCLC (TYP)

FULL DEPTH

RECONSTRUCTION

TOPSOIL & TURF

ESTABLISHMENT (TYP)

LIMIT OF GRADING (TYP)

LIMIT OF

CLEARING & GRUBBING

BIT. CONC DRIVEWAY

(TYP)

RESET MH (SAN SEWER) RESET MH (SAN SEWER)

RESET MH (SAN SEWER)

RESET MAIL BOX

RESET MAIL BOX

AND REBUILD

LANDSCAPING

RESET MAIL BOX

AND REBUILD

LANDSCAPING

RESET MAIL BOX

AND REBUILD

LANDSCAPING

SILT FENCE (TYP)

TOPSOIL & TURF

ESTABLISHMENT (TYP)

LIMIT OF GRADING (TYP)

RESET MAIL BOX

(TYP)

REMOVE EX CB

AND PIPE

RESET

MAILBOX

300' - 4" UNDERDRAIN

200' - 4" UNDERDRAIN

CLEAN 25'±

EXIST. CULVERT

CLEAN 25'±

EXIST. CULVERT

CLEAN 200'±

EXIST. CULVERT

SEDIMENT CONTROL

SYSTEM AT NEW CB (TYP)

90' - 4" UNDERDRAIN

NAVD 88

BASE ELEV

120.00

-1.23%

G R

AD

E

BR

EA

K

ST

A

0+

.0

EL

EV

.2

G R

AD

E

BR

EA

K

ST

A

1+

.2

EL

EV

.8

200+00

5.

201+00

4.

4.

4.

3.

202+00

3.

3.

3.

2.

203+00

2.

2.

2.

1.

204+00

1.

1.

1.

0.

205+00

0.

EXISTING GRADE

ALONG

PROPOSED GRADE

ALONG

-1.00%

PR-CB-202B

TYPE "C" CB

STA. 202+53 15' RT

15" REINFORCED CONCRETE PIPES=2.14%

PR-CB-202

NEW TYPE "CM" CB

STA. 203+49 15' RT

EX-CB-203

NEW TYPE "C" CB TOP

STA. 204+42 15' RT

15" REINFORCED CONCRETE PIPE

S=0.74%

EX. 15" RCP

EX. 15" RCP

SCHEDULE OF RIGHTS

AND EASEMENTS

BIT CONCRETE DRIVEWAY

LEGEND

RIGHT TO CONSTRUCT

DRIVEWAY ACQUIRED

RIGHT TO INSTALL SEDIMENTATION

CONTROL SYSTEM ACQUIRED

RIGHT TO REMOVE

TREES/SHRUBS ACQUIRED

A

B

C

D

RIP-RAP

RIGHT TO GRADE ACQUIRED

WETLAND GRASS ESTABLISHMENT

SUPPLEMENTAL STREAMBED

CHANNEL MATERIAL

MATTING FOR

ISSUE DATE

NUMBER DATE MADE BY CHECKED BY REVISIONS

DRAWN BY:

DESIGNED BY:

CHECKED BY:

UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION

SCALE

BETA JOB NO. 7406.02

VER. SCALE IN FEET: 1"=4'

20020

4 0 4 8

HOR. SCALE IN FEET: 1"=20'

BURNHAM STREET/SHERWOOD DRIVE

ROAD RECONSTRUCTION

REGISTERED PROFESSIONAL PREPARED BY SUBCONSULTANT TITLE

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DWG NO.

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SUBMISSION CONSTRUCTIONEMR

EMR

JMO 19 35

CON-2

N

CONSTRUCTION PLAN

AND PROFILE

M

AT

C H

L

IN

E

ST

A

5+

B-9

SHERWOOD DRIVE

28' - 15" RCP

8' - 15" RCP

127' - 15" RCPTP#2

205+00 206+00 207+00 208+00 209+00 210+00 211+00

PT 205+23.9

NEW TYPE "CM" CB TOP 204

STA 206+44 LT

RIM=128.7±

INV OUT=124.02 (205)

NEW TYPE "C" CB TOP 205

STA 206+44 RT

RIM=128.7±

INV IN=123.89 (204)

INV OUT=123.94 (203)

TYPE "C" DOUBLE TYPE II 207B

STA 208+10 RT

RIM=127.0±

INV OUT=123.00 (207)

NEW TYPE "C" DOUBLE TYPE II

CB TOP 207

STA 209+44 RT

RIM=125.7±

INV IN=121.75 (207B)

INV OUT=121.70 (206)

TYPE "C" CB 206

STA 209+53 LT

RIM=125.6±

INV IN=120.30 (207)

INV OUT=120.20 ()

125126127128129130

SHERWOOD DRIVE

6" BCLC (TYP)

6" BCLC (TYP)

FULL DEPTH

RECONSTRUCTION

BIT. CONC DRIVEWAY

(TYP)

RESET MH (SAN SEWER)

RESET MAIL BOX

AND REBUILD

LANDSCAPING

RESET MAIL BOX

AND REBUILD

LANDSCAPING

RESET MAIL BOX

AND REBUILD

LANDSCAPING

RESET MAIL BOX

AND REBUILD

LANDSCAPING

SILT FENCE (TYP)

TOPSOIL & TURF

ESTABLISHMENT (TYP)

LIMIT OF GRADING (TYP)

RESET

MAILBOX

RESET

MAILBOX

RESET

MAILBOX

RESET

MAILBOX

RESET MAILBOX

RESET

MAILBOX

RESET

MAILBOX

REMOVE

EX CB AND

PIPE

CLEAN 200'±

EXIST. CULVERT CLEAN 25'±

EXIST. CULVERT

SEDIMENT CONTROL

SYSTEM AT NEW CB (TYP)

NAVD 88

BASE ELEV

115.00

EXISTING GRADE

ALONG

PROPOSED GRADE

ALONG

-1.00%

PVI STA = 211+00.00

PVI ELEV = 124.61

A.D. = -0.45% K = 439.57

200' VC

PV

C

:2

+0 0.

EL

EV

: 1

.6

1 2472' SSD

205+00

0.

0.

0.

9.

206+00

9.

9.

9.

8.

207+00

8.

8.

8.

7.

208+00

7.

7.

7.

6.

209+00

6.

6.

6.

5.

210+00

5.

5.

5.

4.

211+00

4.

15" REINFORCED CONCRETE PIPE

S=0.96%

PR-CB-207B

TYPE "C" DOUBLE TYPE II

STA. 208+10 15' RT

EX-CB-207

NEW TYPE "C" DOUBLE TYPE II

CB TOP

STA. 209+44 15' RT

PR-CB-206

TYPE "C" CB

STA. 209+53 15' LT

15" REINFORCED CONCRETE PIPE

S=4.51%

EX-CB-205

NEW TYPE "C" CB TOP

STA. 206+44 15' RT

15" REINFORCED CONCRETE PIPE

S=0.61%

REMOVE EX.

CB

SCHEDULE OF RIGHTS

AND EASEMENTS

BIT CONCRETE DRIVEWAY

LEGEND

RIGHT TO CONSTRUCT

DRIVEWAY ACQUIRED

RIGHT TO INSTALL SEDIMENTATION

CONTROL SYSTEM ACQUIRED

RIGHT TO REMOVE

TREES/SHRUBS ACQUIRED

A

B

C

D

RIP-RAP

RIGHT TO GRADE ACQUIRED

WETLAND GRASS ESTABLISHMENT

SUPPLEMENTAL STREAMBED

CHANNEL MATERIAL

MATTING FOR

ISSUE DATE

NUMBER DATE MADE BY CHECKED BY REVISIONS

DRAWN BY:

DESIGNED BY:

CHECKED BY:

UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION

SCALE

BETA JOB NO. 7406.02

VER. SCALE IN FEET: 1"=4'

20020

4 0 4 8

HOR. SCALE IN FEET: 1"=20'

BURNHAM STREET/SHERWOOD DRIVE

ROAD RECONSTRUCTION

REGISTERED PROFESSIONAL PREPARED BY SUBCONSULTANT TITLE

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SUBMISSION CONSTRUCTION###

INITIALS

INITIALS 20 35

CON-3

N

CONSTRUCTION PLAN

AND PROFILE

M

AT

C H

L

IN

E

ST

A

1+

M

AT

C H

L

IN

E

ST

A

5+

NAVD 88

BASE ELEV

105.00

3.12%

-1.46%

-1.77%

G R

AD

E

BR

EA

K

ST

A

6+

.0

EL

EV

.3

G R

AD

E

BR

EA

K

ST

A

5+

.6

EL

EV

.4

PVI STA = 216+69.00

PVI ELEV = 115.84

A.D. = 4.90% K = 6.12

30' VC

PV

C

: 2

+5

EL

EV

: 1

.1

PV

T:

+8

EL

EV

: 1

.3

LOW POINT ELEV = 116.01

LOW POINT STA = 216+64.87

PVI STA = 211+00.00

PVI ELEV = 124.61

A.D. = -0.45% K = 439.57

200' VC

PV

T:

+0 0.

EL

EV

: 1

.1

52472' SSD

211+00

4.

4.

3.

3.

212+00

3.

2.

2.

2.

213+00

1.

1.

0.

0.

214+00

0.

9.

9.

9.

215+00

8.

8.

7.

7.

216+00

7.

6.

6.

6.

217+00217+00

EXISTING GRADE

ALONG

PROPOSED GRADE

ALONG

EX-CB-208

NEW TYPE "C" CB TOP

STA. 212+44 15' LT

EX-CB-210

NEW TYPE "C" CB TOP

STA. 214+66 15' LT

EX-CB-212

NEW TYPE "C" CB TOP

STA. 216+67 17' LT

EX. 24" RCP

EX. 15" RCP

EX. 15" RCP

SCHEDULE OF RIGHTS

AND EASEMENTS

RIGHT TO CONSTRUCT

DRIVEWAY ACQUIRED

RIGHT TO INSTALL SEDIMENTATION

CONTROL SYSTEM ACQUIRED

RIGHT TO REMOVE

TREES/SHRUBS ACQUIRED

A

B

C

D

RIGHT TO GRADE ACQUIRED

B-8

SHERWOOD DRIVE

129+22.93 BURNHAM STREET =

217+00.00 SHERWOOD DRIVE

211+00 212+00 213+00

214+00

215+00 216+00

217+00217+00

PC 212+59.9

PT 215+74.1

PRC 214+08.4

B U

R N

H A

M

STR

EET

8+

9+

0+

NEW TYPE "C" CB TOP 208

STA 212+44 LT

RIM=122.0±

INV IN=118.84 ()

INV IN=118.80 (209)

INV OUT=118.84 (210)

NEW TYPE "C" DOUBLE TYPE II

CB TOP 209

STA 212+45 RT

RIM=122.0±

INV OUT=118.96 (208)

NEW TYPE "C" DOUBLE TYPE II

CB TOP 211

STA 214+66 RT

RIM=119.0±

INV OUT=113.84 (210)

NEW TYPE "C" CB TOP 210

STA 214+66 LT

RIM=118.8±

INV IN=113.56 (211)

INV IN=107.56 (212)

INV IN=112.34 (208)

INV OUT=107.33 ()

NEW TYPE "C" DOUBLE TYPE II

CB TOP 213

STA 216+63 RT

RIM=115.5±

INV IN=110.88 ()

INV OUT=110.88 (112)

NEW TYPE "C" CB TOP 212

STA 216+67 LT

RIM=115.0±

INV OUT=107.65 (210)

122123124

B-7

6" BCLC (TYP)

FULL DEPTH

RECONSTRUCTION

BIT. CONC DRIVEWAY

(TYP)

RESET MH (SAN SEWER)

RESET MH

(SAN SEWER)

RESET

MAILBOX

RESET

MAILBOX

RESET MAILBOX

RESET MAILBOX

RESET

MAILBOX

SILT FENCE (TYP)

TOPSOIL & TURF

ESTABLISHMENT (TYP)

LIMIT OF GRADING (TYP)

SHERWOOD DRIVE

BURNHAM STREET

FULL DEPTH RECONSTRUCTION TRANSITION

STA 216+85

CLEAN 300'±

EXIST. CULVERT

CLEAN 25'±

EXIST. CULVERT

CLEAN 220'±

EXIST. CULVERT

CLEAN 25'±

EXIST. CULVERT

CLEAN 190'±

EXIST. CULVERT

CLEAN 15'±

EXIST. CULVERT

CLEAN 240'±

EXIST. CULVERT

SEDIMENT CONTROL

SYSTEM AT NEW CB (TYP)

BIT CONCRETE DRIVEWAY

LEGEND

ISSUE DATE

NUMBER DATE MADE BY CHECKED BY REVISIONS

DRAWN BY:

DESIGNED BY:

CHECKED BY:

UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION

SCALE

BETA JOB NO. 7406.02

VER. SCALE IN FEET: 1"=4'

20020

4 0 4 8

HOR. SCALE IN FEET: 1"=20'

BURNHAM STREET/SHERWOOD DRIVE

ROAD RECONSTRUCTION

REGISTERED PROFESSIONAL PREPARED BY SUBCONSULTANT TITLE

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- B

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N H

AM

S

TR

EE

T\ D

R

AW

IN

G

S\

PL

AN

SE

T\

SH

ER

W

O O

D D

R \7

6.

-G

EN

ER

AL

-S

H

ER

W O

O D

.D W

G (B

ET

A

ST

B

BW

.S

TB

SHEET

DWG NO.

OF

04/29/2026

SUBMISSION CONSTRUCTIONEMR

EMR

JMO 21 35

CON-4

N

CONSTRUCTION PLAN

AND PROFILE

M

AT

C H

L

IN

E

ST

A

1+

7+

7+

BURNHAM STREET

SH

ER

W O

O D

D R

IV

E

129+00

115.811 5.

8 116.0

6.

112.0

113.0

114.0

115.0

116.0

117.0

118.0

119.0

120.0

121.0

ISSUE DATE

NUMBER DATE MADE BY CHECKED BY REVISIONS

DRAWN BY:

DESIGNED BY:

CHECKED BY:

UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION

SCALE

BETA JOB NO. 7406.02BURNHAM STREET/SHERWOOD DRIVE

ROAD RECONSTRUCTION

REGISTERED PROFESSIONAL PREPARED BY

10 0 10

SCALE IN FEET: 1"=10'

SUBCONSULTANT TITLE

4/

/2

9:

A

M H

:\7

0\

.0

EA

ST

H

AR

TF

O R

D , C

T

- B

U R

N H

AM

S

TR

EE

T\ D

R

AW

IN

G

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SE

T\

SH

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R \7

6.

-IN

TE

R

SE

C

TI

O

N -S

H

ER

W O

O D

.D W

G (B

ET

A

ST

B

BW

.S

TB

SHEET

DWG NO.

OF

04/29/2026

SUBMISSION CONSTRUCTIONEMR

EMR

JMO 22 35

GRD-1

N

INTERSECTION GRADING PLAN

BURNHAM ST & SHERWOOD DR

6+

7+

7+

PT

+7 4.

BURNHAM STREET

SH

ER

W O

O D

D R

IV

E

31-5505

11.0'

10.0' 10.0'

10.0' 10.0'

+6

15.0' 15.0'

125+50 126+00 127+00 128+00 129+00 130+00 131+00131+00

PI 127+70.3

+51

+51

+83

+83

+61

END FULL DEPTH RECONSTRUCTION

STA 130+85

SAWCUT AND MATCH EXISTING

10.0'

+70

BEGIN FULL DEPTH RECONSTRUCTION

STA 126+00

SAWCUT AND MATCH EXISTING 6

31-0552

31-5505

SHERWOOD DRIVE

GRANITE BELGIAN BLOCK

AND GRANITE CURB

DYCL

SYLL

SYLL

GRANITE BELGIAN BLOCK

AND GRANITE CURB

SWSB

6" SYGL

6" SYGL

BURNHAM STREET

1'

1'

REMOVE EXISTING SIGN

REMOVE EXISTING SIGNS (2)

41-4605

NO

OUTLET

REMOVE EXISTING SIGNS (2)

51-2010 51-2010

+94

+28 +78+77

+58

+60

51-6787

51-2021

00-0000

BACK-TO-BACK

SINGLE POST MOUNTING

DOUBLE POST MOUNTING

REGULATORY, WARNING, OR

GUIDE SIGN INSTALLATION

LOCATION NO.

SIGN NO.

SIGNING LEGEND

SINGLE POST MOUNTING

PAVEMENT MARKING ABBREVIATIONS

SYLL - SINGLE YELLOW LANE LINE

DYCL - DOUBLE YELLOW CENTER LINE

SWSB - SOLID WHITE STOP BAR

SYGL - SOLID YELLOW GORE LINE

NO

OUTLET

NOTES:

1. FOR SPECIFIC SIGN DESIGN CONTACT CONN. D.O.T., DIVISION OF TRAFFIC ENGINEERING. FOR

BOLT HOLE PATTERN REFER TO FHWA PUBLICATION "STANDARD HIGHWAY SIGNS". SIGNS OF

DIFFERENT DIMENSIONS TO BE ERECTED ON THE SAME POSTS, OR SPAN/MAST ARM MOUNTED,

MAY REQUIRE SPECIAL BOLT HOLE PATTERNS.

2. POSTS - SEE STANDARD SHEET TR-1208_02 "METAL SIGN POSTS AND SIGN MOUNTING DETAILS."

3. POSTS SHALL BE 4 LBS./FT.

4. SIGNS SHALL BE FABRICATED OF ONE CONTINUOUS PIECE OF ALUMINUM. SPLICING OF SHEET

ALUMINUM WILL NOT BE ACCEPTED.

5. ALL SIGNS TO USE TYPE XI RETRORFLECTIVE SHEETING EXCEPT FOR: WHITE BACKGROUND

SIDE-MOUNTED SIGNS WHICH SHALL BE TYPE IX RETROREFLECTIVE SHEETING.

6. BLACK COLOR ON SIGNS SHALL BE PLAIN (NOT RETROREFLECTIVE).

1.63

2.75 12.5

1.25

2.83 4.77

1.28 5.83

1.5

5 8

1.5

5.5 7

2.75

5.5

1.87

1.50" Radius, 0.38" Border, White on Blue;

"EMERGENCY", C 2K specified length;

"FIRE POLICE MEDICAL", C 2K specified length;

"DIAL", D 2K specified length;

"911", D 2K specified length;

2.5

2.5

1.5

1 4.65 1.35

4.5 9

5.75 6.5

2.5

4.5

5.75

1.50" Radius, 0.38" Border, White on Green;

"ENTERING", D 2K specified length;

"EAST HARTFORD", B 2K specified length;

"TOWN", F 2K specified length;

"LINE", F 2K specified length;

1.25 2.5

2.5 1.5 2.5

1.29

ISSUE DATE

NUMBER DATE MADE BY CHECKED BY REVISIONS

DRAWN BY:

DESIGNED BY:

CHECKED BY:

UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION

SCALE

BETA JOB NO. 7406.02

20 0 20

SCALE IN FEET: 1"=20'

BURNHAM STREET/SHERWOOD DRIVE

ROAD RECONSTRUCTION

REGISTERED PROFESSIONAL PREPARED BY SUBCONSULTANT TITLE

4/

/2

9:

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.0

EA

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TF

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D , C

T

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AM

S

TR

EE

T\ D

R

AW

IN

G

S\

PL

AN

SE

T\

SH

ER

W

O O

D D

R \7

6.

-S

IG

N

-S

TR

IP

E-

SH

ER

W O

O D

.D W

G (B

ET

A

ST

B

BW

.S

TB

SHEET

DWG NO.

OF

04/29/2026

SUBMISSION CONSTRUCTIONEMR

EMR

JMO 23 35

SPM-1

N

SIGNING AND PAVEMENT MARKING PLAN

127+00

0 4 8 12 16 20 24 280-4-8-12-16-20-24-28

127+50

0 4 8 12 16 20 24 280-4-8-12-16-20-24-28

128+00

0 4 8 12 16 20 24 280-4-8-12-16-20-24-28

128+50

0 4 8 12 16 20 24 280-4-8-12-16-20-24-28

129+00

0 4 8 12 16 20 24 280-4-8-12-16-20-24-28

6.

8.

0.

2.

5.

126+50

0 4 8 12 16 20 24 280-4-8-12-16-20-24-28

R O

W

R O

W

R O

WR

O

W

R O

WR

O

W

R O

WR

O

W

R O

W

R O

W

5.

R O

W

R O

W

6.8:1

(R O

AD

C

R O

W N

6.

6.

3.125% 3.125%3.0:1 44.8:1

7.

7.

3.125% 3.125%3.0:1 25.8:1

9.

9.

3.125% 3.125%3.0:1 27.3:1

1.

1.

3.125% 3.125%3.0:1 48.7:1

4.

4.

3.125% 3.125% 3.0:1

5.

5.

3.125% 3.125% 3.0:1 90.0:1

ISSUE DATE

NUMBER DATE MADE BY CHECKED BY REVISIONS

DRAWN BY:

DESIGNED BY:

CHECKED BY:

UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION

SCALE

BETA JOB NO. 7406.02

4 0 4

SCALE IN FEET: 1"=4'

BURNHAM STREET/SHERWOOD DRIVE

ROAD RECONSTRUCTION

REGISTERED PROFESSIONAL PREPARED BY SUBCONSULTANT TITLE

4/

/2

9:

A

M H

:\7

0\

.0

EA

ST

H

AR

TF

O R

D , C

T

- B

U R

N H

AM

S

TR

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IN

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D D

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6.

-X

SE

C

T-

SH

ER

W

O O

D .D

W G

(B

ET

A

ST

B

BW

.S

TB

SHEET

DWG NO.

OF

04/29/2026

SUBMISSION CONSTRUCTION

BURNHAM STREET

CROSS SECTIONS

CRO-1

EMR

JMO 24 35

129+50

0 4 8 12 16 20 24 280-4-8-12-16-20-24-28

130+00

0 4 8 12 16 20 24 280-4-8-12-16-20-24-28

130+50

0 4 8 12 16 20 24 280-4-8-12-16-20-24-28

8.

1.

5.

R O

WR

O

W

R O

W

R O

W

R O

W

R O

W

(R O

AD

C

R O

W N

8.

8.

3.0:1 3.125% 3.125%

1.

1.

3.0:1 3.125% 3.125% 5.8:1

4.

4.

3.0:1 3.125% 3.125% 5.4:1

20.5:1

ISSUE DATE

NUMBER DATE MADE BY CHECKED BY REVISIONS

D…