HomeMy WebLinkAboutSD-407-C1r
a.
DEFINITIVE SUBDIVISION
N
LOCUS
SCALE: 1"-- 100' APPROX.
EQUEST FOR WAIVERS
LEXINGTON
MASSACHUSETTS
l'17 A 1
LIST OF DRA
SHEET NO.
Cl
C2
C3
C4
C5
C6
C7
C8
C9
Cl0
Tl TLE
COVER SHEET
EXISTING CONDITIONS
LOTTING PLAN
LAYOUT PLAN
GRADING & DRAINAGE PLAN
UTILITY PLAN
PROFILE SHEET 1
PROFILE SHEET 2
DETAIL SHEET 1
DETAIL SHEET 2
LOCUS
SCALE: 1"= 1,000' APPROX.
PREPARED FOR: NEW ENGLAND CONSTRUCTION
CORPORA TION
LEXINGTON, MA
ENGINEER: COLER & COLANTONIO, INC.
SOUTH EASTON, MA
LAND SURVEYOR: COLER & COLANTONIO, INC.
SOUTH EASTON, MA
LANDSCAPE ARCHITECT LANDTECH ASSOCIATES
LEXINGTON, MA
REVISIONS:
No. DATE
1. 12,605ZO 1 DESIGN REVISIONS
GENERAL NOTES:
1. THE DEFINITIVE PLANS HAVE INCORPORATED ALL OF THE
CONDITIONS AS OUTLINED BY THE LEXINGTON PLANNING BOARD IN
THEIR PRELIMINARY PLAN DECISION LETTER DATED SEPTEMBER 12,
2001.
2. SEE OTHER SHEETS FOR APPLICABLE NOTES.
COLER &
COLAN TON 10 Z
ENGINEERS AND SCIENTISTS
508 -230 -9969 45 Eastman, Street
Fox: 508-230-9979 South Easton, MA 02375
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3274 Q- -3941
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9
T1 TLE:
COYER SHEET
DEFINITIVE SUBDIVISION
AARON ROAD
LEXINGTON, MA
OWNER /APPLICANT:
NEW ENGLAND CONSTRUCTION
CORPORATION
405 WALTHAM STREET
LEXINGTON, MA 02421
DATE: OCTOBER 10, 2001
COMP. /DESIGN: SKG
CHECK: JCC j JWB
DRAWN: LMBISKG
SCALE: AS NOTED
JOB NO.: 40- 21.00
DWG NO.: 40 -21 —COVER SHEET: Cl OF C10
3.6.2.5.1 DESIGN STANDARDS FOR STREETS AND RIGHTS -OF -WAY
A WAIVER IS REQUESTED FOR MINIMUM PAVEMENT WIDTH OF 20'.
THE PROPOSED PAVEMENT WIDTH IS 18', TO MINIMIZE DISTURBANCE
OF THE SURROUNDING AREA.
3.6.2.5.4 TURNAROUND FOR DEAD END STREETS
A WAIVER IS REQUESTED FOR THE REQUIRED 120' DIAM. CIRCULAR TURNAROUND. A WAIVER IS ALSO REQUESTED
FROM THE MINIMUM OUTSIDE TURNING RADIUS OF 47' IN ALTERNATIVE LAYOUTS.
THE EXISTING RIGHT -OF -WAY DOES NOT ALLOW FOR SUCH TURNAROUND DIMENSIONS.
3.6.2.5.8 CURBS AND GUTTERS
A WAIVER IS REQUESTED FROM THE REQUIRED VERTICAL GRANITE CURBING AT CATCH BASINS AT
LOW POINTS, SLOPES
OF GREATER THAN 5 %, AND AT CORNER ROUNDINGS.
CAPE COD BERM IS PROPOSED FOR THE ENTIRE LENGTH OF STREET DUE TO THE SHORT LENGTH
OF STREET, AS WELL AS
THE LIMITED TURNING AREA.
3.6.2.2.1 C. CONNECTION TO PUBLIC STREET
A WAIVER IS REQUESTED FOR THE CONSTRUCTION OF THE INTERVENING STREET.
THE INTERVENING STREET CAN NOT MEET CURRENT TOWN REGULATIONS FOR NEW CONSTRUCTION.
2.4.2 C. SOIL SURVEYS, TEST PITS, TEST BORINGS
A WAIVER 1S REQUESTED FROM SOIL TESTING AT 100' INTERVALS.
EXPLORATORY TEST PITS HAVE BEEN PERFORMED, AND THE MATERIAL IS DEEMED CONSISTENT THROUGHOUT THE ENTIRE
SI TE.
3.6.2.5.5 CENTERLINE OF STREET
A WAIVER IS REQUESTED FROM THE REQUIREMENT THAT THE CENTERLINE OF THE STREET SHALL
FOLLOW THE CENTERLINE
'
OF THE RIGHT -OF -WAY.
THE PAVED CENTER LINE IS PROPOSED TO BE OFFSET FROM THE RIGHT -OF -WAY CENTERLINE TO
AVOID THE
INTERFERENCE OF EXISTING SEWER MANHOLES WITH THE BERM OF THE PAVED WAY.
l'17 A 1
LIST OF DRA
SHEET NO.
Cl
C2
C3
C4
C5
C6
C7
C8
C9
Cl0
Tl TLE
COVER SHEET
EXISTING CONDITIONS
LOTTING PLAN
LAYOUT PLAN
GRADING & DRAINAGE PLAN
UTILITY PLAN
PROFILE SHEET 1
PROFILE SHEET 2
DETAIL SHEET 1
DETAIL SHEET 2
LOCUS
SCALE: 1"= 1,000' APPROX.
PREPARED FOR: NEW ENGLAND CONSTRUCTION
CORPORA TION
LEXINGTON, MA
ENGINEER: COLER & COLANTONIO, INC.
SOUTH EASTON, MA
LAND SURVEYOR: COLER & COLANTONIO, INC.
SOUTH EASTON, MA
LANDSCAPE ARCHITECT LANDTECH ASSOCIATES
LEXINGTON, MA
REVISIONS:
No. DATE
1. 12,605ZO 1 DESIGN REVISIONS
GENERAL NOTES:
1. THE DEFINITIVE PLANS HAVE INCORPORATED ALL OF THE
CONDITIONS AS OUTLINED BY THE LEXINGTON PLANNING BOARD IN
THEIR PRELIMINARY PLAN DECISION LETTER DATED SEPTEMBER 12,
2001.
2. SEE OTHER SHEETS FOR APPLICABLE NOTES.
COLER &
COLAN TON 10 Z
ENGINEERS AND SCIENTISTS
508 -230 -9969 45 Eastman, Street
Fox: 508-230-9979 South Easton, MA 02375
,AAAA4 ( }►aAAA
MgSQ v �LSH OF,yTq�ty
OAMES
W
�^ s `� SUgKE cP
4 ER r 4 0 CIVIL
3274 Q- -3941
- ® -,3941
9
T1 TLE:
COYER SHEET
DEFINITIVE SUBDIVISION
AARON ROAD
LEXINGTON, MA
OWNER /APPLICANT:
NEW ENGLAND CONSTRUCTION
CORPORATION
405 WALTHAM STREET
LEXINGTON, MA 02421
DATE: OCTOBER 10, 2001
COMP. /DESIGN: SKG
CHECK: JCC j JWB
DRAWN: LMBISKG
SCALE: AS NOTED
JOB NO.: 40- 21.00
DWG NO.: 40 -21 —COVER SHEET: Cl OF C10