HomeMy WebLinkAbout135 Abbe Road (2) F
LEGEND
UILDING LOT SHALL BE LOAMED, SEEDED, AND MULCHED
WITH STRAW PRIOR TO ISSUANCE OF C.O. (IF THE SEASON DOES ® IRON PIN TO BE SET
NOT PERMIT SEEDING, THEN THE LOT MUST BE STABILIZED WITH 300 _ _ EXISTING CONTOUR
STRAW OR EROSION CONTROL NETTING TO PREVENT WINTER AND - -
SPRING EROSION.). PROPERLY INSTALLED EROSION AND SEDIMENT 3QQ PROPOSED CONTOUR
CONTROLS MUST BE IN PLACE TO CONTROL ANY EROSION ANDS.,
SEDIMENTATION PROBLEMS_ THE BUILDER/OWNER IS RESPONSIBLE x 287.3 PROPOSED SPOT GRADE �..
FOR ALL STABILIZATION REQUIREMENTS. `'"
SILT FENCE - Y
2. ROOF LEADERS TO BE DISCHARGED ON SPLASH PADS. y"
3. FINISHED GRADING AROUND THE HOUSE SHALL ALLOW A 3 INCH -
DROP IN GRADE AT A DISTANCE OF 6 FEET FROM THE FOUNDATION
X IAS SPECIFIED IN THE STATE OF CONNECTICUT BASIC BUILDING CODE.
J4. PARCEL ZONED RESIDENTIAL AA-30. �O ry� slLe S_ : �,� I f FENCE (TYP.j_
GRINDER PLIMP
aJ t INV-24 .t7 I
45� (-ib_,BE DgSIGNED R: W
11 „s, :.� F ! BY OTHE
4
N86'32' 0"E .. ! .._�:
I
r
7 - - LA
W
INV.=235.0 - 2�0• CURB VALVE
' Flo, 5<Y. �/I =2 s.50 a,E«VALVE
PROPOSES
Z � ' � 1 � � ' T.OM.�247.67 a
Ii ' i.F..2A6iT
CTI / / / F.F. ,4MO ` CONSTRUCTION ENTRANCE
X248.3 PAD 6"-2" STONE ON
ra O I PROP. FILTER FABRIC
rn ,' AREA=39,541.96 S.F , ' �' ` DRIVE 70.39
NIA =0.90 AC. a�
CASTAGNO �' ' / , t y W =00'37'07..
o . ' ,' , ►� 0 1 I MID `� R=1178.02'
/
10. S.Y. `____- T=6.36
4 4'04' '
S88'33 26 W I.
I I.P. / ,' /
11*1 W
1000,
• I
/
� ti wRYNNNX FLE O C 246 ` I
\
�oHOVER ,
N �TF=240.2 15" FLARED END
LE
1.SET POSTS AND L STAP THE YNRE
INV=236.9 I INV=233.39
ANGLE POSTS EXCAVATE A 8"W MC MESH FENC TO
FSOR SLOPE�f POST UPs'�FROM POSTS THE THE END OF THE POST I Q TF=241.4
J a N - TF=241.4 NV=235.85
REFERENCE NOTE: �' �T2-AMN INV=235.85 �• GpNN`w
MA ENTITLED AN OPEN SPACE RESUBDIVISION IN AN RR ZONE
PROPERTY OF MARY 1. AHEARN, 155 ABBE ROAD, SOUTH WINDSOR CT 06074 I 1� ++��/��0. SE�I�p�•
PREPARED BY LUCEK ENGINEERING ASSOC. INC. SHEET 2 OF 4
DATE 2-10-94, REV. TO 7/28/94. SCALE 1"=40' �
CO Q %k
3.ATTACH FILTER FABRIC 10 ♦.BACKFTLL THE '.O� ���
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 MTER THE YAW FEHCUNc AND EXTEND TRENCH AND COWACT
FABRIC IT TO THE TRENCH THE EXCAVATED SOIL
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE
STATE OF CONNECTICUT- AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS. INC. •ems�••�E�$�,�� ����`
THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. �L ' �ts ••ii��i/'� ,`"�
31ONAL�a
TO THE BEST OF MY KNpWLED AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. OWNER/APPL/CANT �i4MY1I.tI�IusoRpIIM
' JACQUES CONSTRUCT/ON, LL C
67 RIDGE ROAD
12882 SOUTH WINDSOR, CT 06074
RICHARD P. MARTEL LIC_ No. CONSTRUCTION OF SYNTHETIC FILTER BARRIER TEL. (860) 432-1823
DEPENDENT RESURVEY PREPARED FOR DEPENDENT RESURVEY SHEET
I.UNLESS oTHETtMISE NOTED,EXISTING u1IU7Y REVISIONS � (860) 291-8755
GRAPHIC SCALE
LOCATIONS AS SHOWN ARE BASED ON BEST ■
MOW
SHOULD B IF11Dr{ATION.ALL PRIOR
1Nc UTILITIES 40 0 20 40 Ign Jacques cques Construction,uct one LLC R'6*0 �P 1
2.ALL
TI TIES PRIOR,D CONSTRUCTION. &r0fe sional Inc. 1
2 ALL UTILITIES ARE TO BE STAKED N1 IIIE FOLD BE IAT OF
BY A LICEWSCONSTRUCTION
'LAND SURVEYOR PRIOR TO Lot l� QPAIWV BY• AWA C>9 ma. 1566
CONSTRUCTION. ; . "' -�. � Abbe Road
3. THIS PLAN IS INVALID UNLESS IT BEARS THE Civil en planners •
DAPRESSION SEAL AM ORONAL SIGNATURE 1 inch = 40 feet engineers • F surveyors
OF THE PROFESSIONAL EWNIEER/SURVEVIOR. NO. DATE DESCRIPTION BY 165 south satellite rood, south windsor, Connecticut 06074 SOUTH WINDSOR 13 CONNECTICUT okED et.. Ins DA7F. 1/7J/02
j�jj� 2003
South W*j ndsur
BUILDING OFPART',VJ--_,NT
I u , "J",