HomeMy WebLinkAboutPlanTABLE OF 5ULK REGULATION5
ZONE: INDUSTRIAL
CRITERIA
REQUIRED
AREA
40,000 5f
FRONTAGE
150 FT
FRONT YARD
30
511CSE YAR®
30
REAP, YARD
30
MAX 13LDG IGT
50 FT
F PIC V ID E D
28 ACRES/_
300+ ET
4G FT
130 FT
30+
35 FT
..... ....
2 112" Compacte-A
Bituminous Paving
C 0 M p3 G t C 6 5u1 -ba -5P
#5
Lj---b0-5f-
#5 rebar on center
3' from top and Dcttofn
I hereby certify that , with regard to the location of all on site improvements,
that thi5 map wa---, prepared in accordance, with 5ection 20-300b- I thru
5ection 20-300b-20 of the regulations of the Connecticut 5tate Agencies
"STANDARDS FOR. SURVEYS AND MAPS IN THE STATE Of CONNECTICUT",
a5 endorsed by the Connecticut A55ociation of Lana 5urveyor5, Inc. It 15 a
location and topQ,graphic survey intended to depict the location of proposed
improvements P6,1'he �sjte-ai� conforms to horizontal Cla55 A-2 standards.
DAVID A. rTM3, PttL5 :!�t 12054
Not valid without rai!5ed F A and live 5ignature,
7�1
follows wall and fence
-WIWI
240
235
INV. =230.41
1Standpipe
Kim Elev. 139.5
4 perfora 6 PVC in Rip -Rap Ditch
ell to be aband ed and filled
I
; "Iftm
CL*P
2567
HELTCCI
25G-9
EXISTING
TYPE 'CU C13
TF -237.3
INV=23432 @ WATER
0 i 20 40
NOTES:
1. No disturbance will take place within any area
of wetland type Soil.
2. Exi5ting drainage lines will not be disturbed.
3. All improvements will be limited to current
operational activity area.
4. Th15 propo5al 15 meant to comply with
Department of Environmental Protection
recommendations for the minimization of
pollutant runoff from automotive di5mantiincj
aCtIVItle5.
5.
No floor drains are proposed.
G. All drainage in the vicinity of this proposed
activity will be directed through the, new on --site
drainage facilitie,5.
7. ThI5 51tC 15 5erved by Municipal 5ewer.
8. The detention basin has a design capacity
of 3,000 Cf and 15 adequate to retain 1.25"
of rainfall.
9. Locations of all on-5ite- improvement5 and
existing topography are Shown to an accuracy
greater than that required by A-2 5tandard5,
10. Parcel Shown a5 Lot 4 on A55e55or'5
Mar 31
IDIVERSIFIED TECHNOLOGY CONSULTANTS
I
165 STATE STREET, SUITE 421 NEW LONDON CT 06320
8607017640 860 7017642 FAX
PLAN
F RE PARE RD* FOR"
VE BAMWLES, INC
MAPLE AVENUE
AW S W
DTC PROJECT NUMBER: 00-209-101
DTC DRAWING FILE: 00209
SCALE: 11"--20" DRAWN BY: DK
DATE: 1/7101 CHECKED BY: [LAK
SHEET:
C'OOV'
40
1 OF I
No.
a UR"
2 112" Compacte-A
Bituminous Paving
C 0 M p3 G t C 6 5u1 -ba -5P
#5
Lj---b0-5f-
#5 rebar on center
3' from top and Dcttofn
I hereby certify that , with regard to the location of all on site improvements,
that thi5 map wa---, prepared in accordance, with 5ection 20-300b- I thru
5ection 20-300b-20 of the regulations of the Connecticut 5tate Agencies
"STANDARDS FOR. SURVEYS AND MAPS IN THE STATE Of CONNECTICUT",
a5 endorsed by the Connecticut A55ociation of Lana 5urveyor5, Inc. It 15 a
location and topQ,graphic survey intended to depict the location of proposed
improvements P6,1'he �sjte-ai� conforms to horizontal Cla55 A-2 standards.
DAVID A. rTM3, PttL5 :!�t 12054
Not valid without rai!5ed F A and live 5ignature,
7�1
follows wall and fence
-WIWI
240
235
INV. =230.41
1Standpipe
Kim Elev. 139.5
4 perfora 6 PVC in Rip -Rap Ditch
ell to be aband ed and filled
I
; "Iftm
CL*P
2567
HELTCCI
25G-9
EXISTING
TYPE 'CU C13
TF -237.3
INV=23432 @ WATER
0 i 20 40
NOTES:
1. No disturbance will take place within any area
of wetland type Soil.
2. Exi5ting drainage lines will not be disturbed.
3. All improvements will be limited to current
operational activity area.
4. Th15 propo5al 15 meant to comply with
Department of Environmental Protection
recommendations for the minimization of
pollutant runoff from automotive di5mantiincj
aCtIVItle5.
5.
No floor drains are proposed.
G. All drainage in the vicinity of this proposed
activity will be directed through the, new on --site
drainage facilitie,5.
7. ThI5 51tC 15 5erved by Municipal 5ewer.
8. The detention basin has a design capacity
of 3,000 Cf and 15 adequate to retain 1.25"
of rainfall.
9. Locations of all on-5ite- improvement5 and
existing topography are Shown to an accuracy
greater than that required by A-2 5tandard5,
10. Parcel Shown a5 Lot 4 on A55e55or'5
Mar 31
IDIVERSIFIED TECHNOLOGY CONSULTANTS
I
165 STATE STREET, SUITE 421 NEW LONDON CT 06320
8607017640 860 7017642 FAX
PLAN
F RE PARE RD* FOR"
VE BAMWLES, INC
MAPLE AVENUE
AW S W
DTC PROJECT NUMBER: 00-209-101
DTC DRAWING FILE: 00209
SCALE: 11"--20" DRAWN BY: DK
DATE: 1/7101 CHECKED BY: [LAK
SHEET:
C'OOV'
40
1 OF I
No.
a UR"