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3 BOUNDARY /NFORMA770N TA w
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a! - - f .-,, AVERY MEADOW, PREPARED FOR MANNARINO BUILDERS, INC., SUBDlV1S/ON PLAN,
.,•-„� •,,s, - ~,.. W, -. � W/NDSOR, CONNEC77CUI,, SHEET 8, SCALE: 1 /N.=40 FT., DATE• JUNE 28, 1996, REVISION DATE 7-10 96, :'
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3 •<; -• t.„ Q w ": 4. FOR DETAILS OF LANDSCAPING SEE PLAN ENTl7ZED '�.'
- t ..� r. -a•. .: w . r - I W EET SOUTH
'' � '.;{ ''. - ;,% J »A VERY MEADOW, PREPARED FOR MANNARlNO BUILDERS, INC., LANDSCAPING PLAN, 995 AVERY S1R � ,
`� `�� s� r r'� ' " 1 . I I ONNEC7IC SHEET GALE 1 -40 FT., DATE: APRIL 29, 1996 REl/IS/ON DATES TO 7-10-96,
r I : ,}. , ,.. x >: U WJNDSOR, C UT, SH T 5, S IN.- t 'll ,- R�
' � � a '" .: EXISTING I I °0 ALFORD ASSOCIATES, INC., Cll/lL ENGINEERS". ,.
;' 11.11 313.76 I I -
�11 ' '���� rf �3 r----- ` HOUSE V 1
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+ 11311 .2 2 1 y � �
FINISH. FLOOR I I MAP PREPARED BY �' �'�s � `
1 5. APPLICANT.• " '• �` -., t { .''x. t '
'�"4. "� I = 316.18 eti MANNAR/N0 BUILDERS, INC. ALFORD ASSOC/A TES, 1NC. } „ ;y,�a
4 ',*j' "` � x�1 I I I % ROBERT MANNARlNO 200 PIGEON HILL ROAD ? 3.
r `" y y _ �_____ 41 OAKLAND STREET P.O. BOX 484
" � , ,[ ,A .. I In
,- ,-". , ,., SOUTH WINDSOR, CONNEC77CUT 06074 WINDSOR, CONNEC77CUT 06095 f �`- �t ' -
. ti :r-I, Z�tF \ o TEL. # (860) 644-9000 TEL. # (860) 688-7288 F
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1.rm, + � + i- 6. ELEVA 77ONS ARE BASED ON M.D.C. DATUM.
.� ,i I 314.0 2 �"� '
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r- i �.s4 x
11,j�?l'. A = 182 \ 5'19 00' 7. NO ZONING WOLA77ONS WITH RESPECT TO LOCAT70N OF HOUSE, lF ERECTED AS SHOWN. ° "+-� �` °rid"i�''" fir
`" 1;,yam t �° 1-1 I I , Ci
u }� . N� cA . R = 52.00 t
�f ts,a;�, �; , s a { , 6,- \ 0 11313.4 L = 13.90' 8. CONTRACTOR SHALL VERIFY LOCA770N AND ELEVATION OF EXISTING UTILITIES PRIOR TO ESTABLISHING FINAL °,
� ""x ++ ' %
N 64 22 50 W 97.87 GRADE OF PROPOSED FOOTINGS AND FOUNDA RON. CONTRACTOR SHALL INSTALL TEMPORARY EROSION CONTROL
` ` y'_",-I, �" � ,''; 311.20 g Zg' MEASURES FOR STOCKPILED MATERIAL AND AT TOPS OF SLOPES DURING FOUNDAT70N EXCAVATION. M/RAFI FABRIC
r. a I I SILT FENCE AND/OR TEMPORARY VEGETATION IF PILES ARE TO REMAIN !N PLACE FOR EXTENDED PERIODS OF TIME. r
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';t 313.5 ,
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ra �r .y : ^ 315.0 9. LEGEND - `
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'r }, ` : 11t'. ,� 10» INSTALL CONSTRUCTION ENTRANCE x 310.0 EXISTING SPOT GRADE j, r i L �
F >v z 20' PAD PRJOR TO ANY
r� 312.85 12 310 PROPOSED CONTOUR f a '` r «" r f a . �, ,;', w �
,yy ," > h N CONSTRUCTION 310 ` lK,34.8' b M
�'�*+,,� y; - } tl r ,A � DECK PROPOSED HOUSE (A MINIMUM OF 20 FEET LONG)
-1'r`t`' �> a ` , I I I �u Z 310.0 PROPOSED SPOT GRADE �� '
1 .1 y ! ti G •`M.ti t
MINIMUM SAN. �3
;. 0 ^ I o I I � o STORM DRAINAGE EASEMENT GRADE TO DRAIN "` . ,' ': •:. �'.,' " ' �,w ',' s . r+ I
� ;'y ti, r '' " �6 \ FL=306.6 TO 7NE AVERY MEADOW HOME- r ,
_ -t; ^ I } I I �o le I W SURFACE WATER /S TO BE DIRECTED AWAY FROM THE HOUSE AND GARAGE 6 wll �1.
_ + 314.94 ;1) I I _- S� 1 OWNERS ASSOCJAT/ON w� ' � .11
�w°,
,, n" 29.4' FD FL-307.1 in Q .'
N I I N % t ' ., ,: ;' ;� y ;� �
' �`' A3 ` r' BACK FLOW 1 PROPOSED WATER SERVICE '- r �I. , irk
ga G NO �3�5 ,,, 313.2 q o VALVE I ( Z p = 8425'02» W _ 4 ��
"� oo PROPOSED 6 O F0077NG DRAIN LINE •,
�'r:,:. EXIS�F�OOR ,; .<, ��i,,s in HW 26 FD R = 15.00 FD-- a .s. �f `;, ,, •
`��. ISM' 13.s4 6 I I L = 22.10' 1
FIN 314.0 T PROPOSED TELEPHONE SERVICE TO CONNECT TO EXIST. IN STREET��` a~ `i `,�w-
315.0 3 I I v,
o I I E PROPOSED ELECTRIC SERVICE TO CONNECT TO EXIST. IN STREET
•�' I I FOOTING DRAIN FL S PROPOSED 670 SANITARY SEWER LATERAL
`_. --- A.T STORM PIPE=304.15f
23' 312.34: ,'� 11 L=6.50
M/RAFI FABRIC FENCE - TO BE PLACED PRIOR TO ANY CONSTRUCTION AND
312.32 � `ALL REMAIN /N PLACE UNTIL DISTURBED AREA IS STABILIZED
t 312.17 II EXIST. EXIST. CB
10. PROPOSED HOUSE -
`a% �° ` '�a ^�`� �'/ I I HYDRANT 7F=3i6.44
' .i 'k :4, , � �� + +. �' IROIN P/N R 325 3U 15»fD H.D.S. _ __ . 4 PROPOSED GARAGE FLOOR = 315.0
101*0* _ PROPOSED TOP OF FOUNDATION = 316.0
.� i a�•�4',' � ° -w �?'"�' 312.69D '0��9'7' - - - - - - - -r=- x •. z� :e?sI., �,��r xx.i PROPOSED FINISHED FLOOR =317.0
+� ' 05
'` "� , ; '"" MEN 1- O EXIST. CB 8»� WATER MAIN ''� fi APPROXIMATE BASEMENT FLOOR = 308.3
y .4 'z, E 312.2 II TF-314.35 = g.
.' G�0 �� :• � �•, TOP OF FOUNDAT70N TO BE A MINIMUM OF EIGHT (8) INCHES ABOVE THE FINAL EXTERIOR GRADE.
~: .. 11 I FL W=309.85 S • : � . w_� :.=�r�, k
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4 �folfro!Ar� TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS
GRAPHIC SCALE A '�O••pF I NN���'o�� ���,It 4�i coNN •�"�� t > fl; - `< a Yk WITH IS SUBSTANTIALLY
AA2 ASLDEFCORRECT IN tVED BY C.A.L ACCORDANCE
20 0 20 r % 40 ��,�� ,A :'A� i ., e�P� �►,. ALI�oC�•. PREPARED FOR
_�-� 5!_m 11. � . :_ = ANN IN s, INC. L.S. NO. 9344
IN FEET e : ,q i r_ ,A; as r _a+ _ y
t ) :*:� ;* ►* a ;* �4^ ;` PREPARED FOR ' CIVIL ENGINEERS
ry�/��� "
f_ lz- a NO. 9344 0 \ - . 7aJ'f'•► .: , .�
IONS OF UNDERGROUND UTILITIES ARE - •'� k�' �{' � l ` yp coNNecTlc�rl
THE LOCATIONS =,5?a�+ i , '. � : .�..._ - ,.- ' =..s:'--.c�c�ls�°�'; '•..,�q-�I ".."'k"�0 �� . 'i A 1/ERY MEADOW •
APPROXIMATE AND ALL UTILITIES MAY NOT BE •��s " �••' '%H,-s u RlE •' - WILSON M.ALFORD,JR.R.E.&L.S.
SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR t14-- "IM, •►•••• ��"""'01••••• f
LOT 4 - HITCHCOCK WAY • �'
SHALL CALL 1-800-922-4455 AND HAVE THE AND SEDGEWICK CIRCLE SOUTH WINDSOR, CONNECTICUT
UTILITIES MARKED ON THE GROUND. DATE REVISION NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL SCALE: 1 IN. = 20 FT. DATE: JIiNE 1�; 1997
D:M9616604 P:M96082 FOLDER:MANNARINO FILE:MANNARINO-AVERY
mii 1 96-166
hMds
NO TES -
1. AREA OF LOT 4 = 7139 SO.FT_ = 0-164 ACRFS.
BENCHMARK - S 2. ZONE IS DESIGNED RESIDENCE ZONE"
CONTROL POINT 1514
ON SAN. SEWER MH
ELEV.= 311.46 J. BOUNDARY INFORMAT70N TAKEN FROM A PLAN EN77TLED -
�� FL=307.38 AVERY MEADOW, PREPARED FOR MANNARINO BUILDERS, INC., SUBDIVISION PLAN, 995 AVERY STREET, SOUTH
I WINnSnR rnNNFr71(.`I1T SHFFT R grAIF• 1 /N=4n FT DATE• ./l/A/F 2R 1QQA PFLIKION DATE- 7-1()-QR
ALFORD ASSOCIATES, INC., CIVIL ENGINEERS"
II W 4. APPLICANT- MAP PREPARED BY.•
MANNARINO BUILDERS, , I
ExIsnNc
RD
313. 76
�----- nuu,.)c` II`� � °� % ROBERT MANNARINOC 2000PIGEON ASSOCIATES PIGEONROAD C
41 OAKLAND STREET P.O. BOX 484
FINISH. FLOOR i II ( SOUTH WINDSOR, CONNECTICUT 06074 WINDSOR, CONNEC77CUT 06095
= 316.18 I I I TEL. , ,(860) 644-9000 TEL. (860) 688-7288
tL-j I 5. ELEVA nONS ARE BASED ON M.D.C. DATUM.
16 � 6. NO ZONING VIOLA nONS WITH RESPECT TO LOCH nON OF FOUNDATION, AS SHOWN.
I �
312.8 \ I I 7. LEGEND -
I. �- = 1579'00 , ;10 n cvrcner� cony r_r�enc
v crr.7r. R = 52.00
IRON PIN L = 13.90'
7 .. ........ ini✓in.v �i vi vnr,✓�
EXIST. { 312.8 a + IRON PIN y�
�` 312.7
N 647250" W 97.87' 312.4 I I 8. BOTTOM OF FOOTING = 307.0
311.1 8 18
�1 I I 9. LAWN AREA HAS NOT BEEN LOAMED AND SEEDED.
-
3141 ;2J.3' I
10. ALL UNDERGROUND UTIL171ES MAY NOT BE SHOW AND ALL LOCATIONS ARE APPROXIMATE
O 0 a' -7 PROPOSED I I
�_ ern_ �/►'E I I cn 3 W WATER SERVICE
O N fs
34.5' I I I �- FOO nNG DRAIN
2' n R I T r n i TF-Irpi-1nA/F jri rrTRir d Aln r d Pi r ry (ZrP lrrC
312.8 120 r,c,r v ., .�� , .
+ 312.8 OH i [FnNISH.
'
XISTING HOUSE I I I G GAS SERVICE
Ni FL- 316.64 31, 3 2
�IARAGE= 315.25 2' I; I I W S SANITARY SEWER LATERAL
t. a i , "� I o I i o STORM DRAINAGE EASEMENT
HATCHWAY 62, o SAN. LATERAL N i ^ tr
n I N} I I cp ;� I TO THE AVERY MEADOW HOME-
S ^ FL=308.1 I I v: n OWNERS ASSOCIA nON
N� �0'J 3�5�3 29.3' a FD FL=307.0 BACK FLOW I II I' �' N 3
XI5•n 00R % �, VAL vE Z s
312.8 _ co = 84 25'02"
�`N1SN. �� 13.64 FD
+ 1 S S 314.0 26-3' 31 0 I I R = 22.10'
1314.4 1 v> 3
FOOTING DRAIN FL
,, L=6-50'
23' 312.34 A" S TORM PIPE=304.15f
312.3
312.17 71 312. R = 325.00' I' EXIST. EXIST. CB
/r EXIST. N g c� 6 -0 54g 33 I - - HYDRANT - - - - - TF=316.44 --
IRON PIN , L _ 15"0 ADS "- -
MEND 312.37 -__- - - _ - ` -
�SE p "EXIST CB 8"O WA
GL&P E 312.2 �f-- _ - Q �I TF'=314.35 �R MAIN ----------
10 ij FL W=309.85
311.50 FL N/S=303.20 -S
+ 310.71 311.02� --S `__ +1 - ---- --
BENCHMARK -
��' CONTROL POINT 1512
`l S _-SEWER ON SAN. SEWER MH
S 8"0 SA✓5E EXIST. CB ELEV.= 315.60
TF=313.82 FL=306.89
5 /. TF=311.29 �15� AOS� i
FL=303.99
' SANITARY SEWER LATERAL FL= 305.0±
NCOCK WAY SANITARY SEWER LATERAL FROM HOUSE
TO MAIN LINE
H I TC 58' 6"0 ® 5.2% t
GRAPHIC SCALE F 'Nn�►� ,..m"""�+�►.,� TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS
20 a zo 4a �d Nfr�yy � O'F 00NIV a MAP IS SUBSTANTIALLY CORRECT IN ACCORDANCE
44'�;.•''"SAL' • F •''M. ALE'-, PREPARED FOR
d.4lt� FaRoQ� � O T WITH CLASS A-2 AS DEFINED BY C.A.LS.
� MANNARINO BUILDERS, INC.
( IN FEET ) ;3 � * *'3 ?0 * L.S. N0. 9344
_* PREPARED FOR
e :, No. 934�► r , ' No. 9344 ,,: ��.• � CIVIL ENGINEERS
THE LOCATIONS OF UNDERGROUND UTILITIES ARE = - .,; '
�, ,,s�o -ti -`-' • o� A VEER Y MEADOW wrnsoR,a
APPROXIMATE AND ALL UTILITIES MAY NOT BE sv� / `��' S•i�41 St1RV��� •
SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR .ate ti. a WILSONM.ALFORD„113,P.E.9 L.S.
7-29-97 ADDED AS-BUILT FOUNDATION, GRADES & U7IUTIES 'ti,. '�"� LOT 4 - HITCHCOCK WAY
SHALL CALL 1-800-922-4455 AND HAVE THE [---- AND SEDGEWICK CIRCLE SOUTH WINDSOR, CONNECTICUT
UTILITIES MARKED ON THE GROUND. DATE REVS - NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL SCALE: 1 IN. = 20 FT. DATE: JUNE 11, 1997
r D:M9616804 P:M96082 FOLDER:MANNARINO FILE:MANNARINO-AVERY
i' 96-166