HomeMy WebLinkAbout05-25W_WENTWORTH PARK_OAKLAND ROAD4yP
NOTES:
1. ALL SIGNS, MAILBOXES, ETC. SHALL BE RELOCATED AS REQUIRED.
MAP REFERENCE(S):
1. PROPERTY SURVEY/RESURVEY PREPARED FOR BERRY PATCH, FELT RD. & OAKLAND
RD. (RT.30) SOUTH WINDSOR, CONNECTICUT; DATE: DEC. 10, 2001, REVISED THROUGH
9-9-02; SCALE: 1"=40'; SHEET 3 OF 10; PREPARED BY
DESIGN PROFESSIONALS, INC.
2. PLOT PLAN OPEN SPACE SUBDIVISION-AA-30 ZONE
FARM BROOK SUBDIVISION PREPARED FOR THE
LACAVA CONSTRUCTION CO. SOUTH WINDSOR, CONN.
BY REINO E. HYYPPA & ASSOCIATES SCALE 1"=40'
DATE: 10-14-94 REV. TO 5-1-95 MAP NO. 181-85-16
OWNER/APPLICANT:
GENERATION2 INC.
C/O JEFFREY R. SAWYER, PRESIDENT
27 SUMMERSWEET DRIVE
GLASTONBURY, CT 06033
TEL: 633-1124
FAX: 633-1599
WWW.GENERATION2.COM
MINOR REALIGNMENT OF
CENTERLINE TO PROVIDE
APPROPRIATE BYPASS LANE.
RESTRIPE DOUBLE YELLOW LINE
AS REQUIRED TO PROVIDE A 20'
WIDE MIN. WESTBOUND TRAVEL
LANE AND A 15' WIDE MIN.
EASTBOUND TRAVEL LANE FOR
A TOTAL LENGTH OF 190' AS
DEPICTED. CENTERLINE TO MOVE
APPROXIMATELY 2' TO SOUTH.
STRIPE SINGLE WHITE LINES 3'
OF SOUTH SIDE OF ROAD AND
8' OF NORTH SIDE OF ROAD
WITHIN LIMITS OF FULL WIDTH
WIDENING. BLEND TO EXISTING
WITHIN TAPER AREAS.
TOTAL WIDENING REQUIRED TO
PROVIDE BYPASS LANE FOR
LEFT TURN INTO WENTWORTH
PARK = 5%
PROVIDED: 3' WIDENING ON
NORTH SIDE OF ROADWAY AND
2' WIDENING ON SOUTH SIDE OF
ROADWAY FOR DISTANCES
SHOWN ON PLAN.
(PROVIDE 2' MIN. CLEARANCE
TO EXIST. UTILITY POLES)
WIDENING TAPERS TO MEET
EXISTING PVMT AS SHOWN
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INV:121.25(IN)
4' STONE SPILLWAY
6" OF 2" STONE ON 6"'-
GRAVEL RAF (-.n\/FR CPII I IA/AV' - 4- - -
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1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
z
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
-
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION.
1
4/4/05
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
NO.
DATE
DITUMINOUS CURB
NOTE
1. THICKNESS OF ALL LAYERS SHALL BE MEASURED AFTER COMPACTION.
2. BITUMINOUS CONCRETE LAYERS SHALL BE COMPACTED TO 95X DENSITY.
3. PREMIXED BASE MAY BE REC6JIRED IN SUBSTITUTION OF FIO I FD GRAVEL. BASE WHERE THE EXISTING PAVEMENT THICKNESS
EXCEEDS THREE INCHES UP TO THE THICKNESS OF EXISTINw ?AVEMENT ENCOUNTERED, BUT NOT TO EXCEED SIX INCHES, OR WHEN
PREMIXED BASE IS OTHERWISE ORDERED IN SUBSTITUTION OF ROLLED GRAVEL BASE BY THE STATE.
4. ALL EDGES SHALL BE CUT TO STRAIGHT LINES AND SQUARE CORNERS AND SHALL BE PAINTED PATH APPROPRIATE ASPHALTIC
MATERIALS.
5. EXISTING EASTBOUND AND WESTBOUND SHOULDER PAVEMENT WITHIN WIDENING LIMITS SHALL BE REMOVED AND BASE UPGRADED TO PROVIDE
PROPER SUPPORT FOR THE NEW PAVEMENT AND RECONSTRUCT THE WIDTHS AS DEPICTED ON PLANS.
S. THE CROSS SLOPE OF THE WIDENED AREA SHALL BE NEGATIVE CONFORMING TO THE EXISTING CROSS SLOPE OF THE EXISTING
PAVEMENT SUCH THAT THE OUTSIDE EDGE OF THE WIDENING SHALL SERVE AS A REVISED GUTTER UNE
7. CURBING SHALL BE INSTALLED ALONG THE REVISED GUTTER LINE AS DIRECTED BY THE BUREAU OF HIGHWAYS
B. ALL DRIVEWAYS SHALL BE GRADED TO A SPECIFIED GUTTER GRADE AND RAMPED UPWARD AT A RATE NOT TO EXCEED 1'/FT. IN
THE FIRST 6'.
9. THE REMOVAL OF ALL IJP',?E, OUTCROPPINGS, BOULDERS. TREES, AND/OR THE FLATTENING OUT OF SIDE SLOPES SHALL BE
PERFORMED SO AS TO AFFORD MAXIMUM SIGHTUNE AS DETERMINED BY THE STATE.
WIDTH "" "'
VARES L ALL SAW CUT AND SEALED JOWS TO
[SEE BE EITH13ER PARALLEL WITH, OR PERPEN-
TYPICAL TILE AR M, THE CENTERLINE OF
TRENCH
SECTION 2 ALL HATERULS ARE M HEFT
FORK 814A, AS MEN=
SECTION NOT TO SCALE
PERMANENT PAVEMENT
PATCHING DETAIL
ALL WORK WITHIN THE STATE R.O.W. SHALL MEET THE CURRENT STATE OF CONNECTICUT DEPARTMENT OF
TRANSPORTATION SPECIFICATIONS, INCLUDING, BUT NOT LIMITED TO THE'. FOLLOWING:
TRENCH BACKFILLING: SHALL BE PLACED IN SIX-INCH (6') LAYERS AND COMPACTED BEFORE SUCCEEDING LAYERS ARE
PLACED OR, IT SHALL BE PLACED IN SUCH LAYERS AND COMPACTED BY SUCH OTHER MEANS AS ARE APPROVED BY THE
STATE INCLUDING THE USE OF A SUITABLE HOEPAC MACHINE OR BY Jf:TTING. IN ALL CASES 90% COMPACTION SHALL BE
ACHIEVED THROUGHOUT THE TRENCH AREA. EXCAVATIONS IN OFF-PAV15AENT AREAS ARE TO BE PROPERLY BACKFILLED
TO SUBRADE LEVEL AND WHERE APPLICABLE, TOPPED WITH FOUR INCHES OF LOAM AND EITHER SOL..:,:D OR SEEDED.
GROWTH MUST BE ESTABLISHED IN GRASSED AREAS BEFORE CANCELLATION OF THE PERMIT. SIDEWALKS DISTURBED BY
CONSTRUCTION SHALL BE REPLACED TO PROPER UNE AND GRADE AND SHALL CONFORM TO LOCAL TOWN REQUIREMENTS.
TIGHT SHEETING SHALL BE USED TO PROTECT THE HIGHWAY WHEN AND AS DIRECTED BY THE STATE DEPARTMENT OF
TRANSPORTATION REPRESENTATIVE, ALL OR PORTIONS OF THE SHEETING SHALL BE DRAWN OR REMAIN IN PLACE AS
DIRECTED.
BITUMINOUS PAVEMENT SHALL CONSIST OF TEN INCHES (10'), MEASURED AFTER COMPACTION, OF SUBBASE, UPON WHICH
SHALL BE PLACED NOT LESS THAN SIX INCHES (6'), MEASURED AFTER COMPACTION; OF ROLLED GRAVEL BASE. UPON
WHICH SHALL BE PLACED THREE INCHES (3'), MEASURED AFTER COMPACTION, OF TWO -COURSE BITUMINOUS CONCRETE,
COMPACTED TO 95% DENSITY. (PREMIXED BASE MAY PE REQUIRED IN SUBSTITUTION OR ROU_ED GRAVEL BASE WHERE THE
EXISTING PAVEMENT THICKNESS EXCEEDS THREE INCHES UP TO THE THICKNESS OF EXISTING PAVEMENT ENCOUNTERED,
BUT NOT TO EXCEED SIX INCHES, OR WHEN PREMIXED BASE IS OTHERWISE ORDERED IN SUBSTiTUT10N OF ROLLED GRAVEL
BASE BY THE STATE.) ALL PAVEMENT SHALL BE CUT TO STRAIGHT LINES AND SQUARE CORNERS AND SHALL BE PAINTED
WITH APPROPRIATE ASPHALTIC MATERIALS. AFTER THE FINAL PAVEMENT HAS BEEN PLACED AND COMPACTED, THE JOINTS
SHALL BE SEALED WITH 85/100 ASPHALT OR AN APPROVED SUBSTITUTE.
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WIDTH VARIES
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EXISTING PAVEMENT
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ROADWAY CROSS SLOPE
EXIST. EDGE
OF R-O-W
rPROPOSED EDGE
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OCATE TRAFFIC
EPLACE GUARD RAIL
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ROAD WIDENING DETAIL
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LEGEND
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WHERE SPECIFIED
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STRUCTURAL ENGINEER)
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REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE •. 860.291.8755
REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF ■ n/.1/]jjD�(�D�j�(j� f7� n {�N GENERAL LOCATION PREPARED FOR: SHEET
CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED VV U N uN PLAN
GRAPHIC SCALE (y�(� n {�} j� %�, ]�%ry��,�% %� ,�I
FROM OTHER MAPS ,RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS 20 0 10 20 4p es�g� Q n WL�,Q�p� U1�0Q n QtfU`�p �Q�/ Yi' �!l' 1 Yl ®� �j l /SL I C
HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE A N �,1 LR
FIELD SURVEY MAY DISCLOSE. ���C. E�T-OF M-1F✓ E AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ( IN FEET) rofess-
fonals
C � DESIGN.' GBS' DRAWN.• MHA CHECKED' GBS ��.5 OAKLAND ROAD
ADJUSTED PER DOT COMMENTS GBS 12882 1 inch = 20 Pt. 1 CIvI9 Engineers • Planners • Surveyors • CIS JOB No.: 1893 DA 7F- FEBRUARY 9, 2005
DESCRIPTION BY RICHAR6�R-_ XRk EL LIC. No. 165 south satellite road • south windsor • Connecticut 06074 DRAWING NO.: )893-ROAD-by/DEN.dw SOUTH WINDSOR CONNECTICUT
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