HomeMy WebLinkAbout21 WELLS LA 10 NOTE- YARD DRAIN SHALL BE
EXIST. SAN.MH "10 INCH DRAIN BASIN, 2810AG" NOTES -
TF-332.53 AS MANUFACTURED BY
FL N=328.03 RODENT SCREEN REQUIRED NnOPLAST, ENGINEERED SURFACE 1. AREA OF LOT 10 - 21,341 SQ.FT. - 0.490 ACRES.
FL S=325.53 AT FOOTING DRAIN OUTLET INSTALL CONSTRUCTION ENTRANCE DRAINAGE PRODUCTS, OR
FD FL-334 0 PAD PRIOR TO ANY CONSTRUCTION APPROVED EQUAL 2. ZONE OF SUBJECT PARCEL IS "RR'. LOT IS WI THIN A SUBOIW90N DEVELOPED AS
(A MINIMUM OF AN 'OPEN SPACE SUBDIVISION'.
ll 20 FEET LONG) MINIMUM YARD REOUIREM£NT5-
PROPOSED 2' WIDE x 1' DEEP SWA 6 PROP. YARD DRAIN / FRONT = 50 FEET
W/NYLON 7ENT CLOTH LINING TF-344.64 / SIDE = 10 FEET
FZ=343.31 REAR 50 FEET
1 ' / 3. BOUNDARY INFORMATION TAKEN FROM A PLAN EN77TLED -
- 'CUTLER RIDGE OPEN SPACE SUB01 VISION - RR ZONE PREPARED FOR MANNARINO BUILDERS
S 71'40'12" E
INC, SUBDIVISION PUN, 860 AWRY STREET, SOUTH WINDSOR, CONNECTICUT, SHEET 7 OF 11,
196.821 SCALE. 1 IN.-40 FT., DATE- XNE J. 1997, REVISION DATES TO 9-17-97. ALFORD ASSOCIA7ES
INC., CIVIL ENGINEERS WINDSOR; CONNECTICUT.
\ 105'-8'I Aq 0.5x 3486 4. APPLICANT• MAP PREPARED BY.•
WELLES LANE MANNARINO BUILDERS, INC. ALFORD ASSOCIA7ES INC.
% R08£RT MANNAR/NO ?DO PIGEON HILL ROAD
1169 ELLINGTON ROAD P.O. BOX 484
35 N 1 347.E SOUTH WINOSOR, CONNECTICUT 06074 WINDSOR, CONNEC77CUT 06095
Uo 10' S.Y. 5 fir.0 _ o sx TEL / (860) 289-7055 TEL / (860) 688-7288
C8 /2 7F-347.43
tp �• 345 52 0' — -- FL 15'-342.78 5. EL£VA71pVS ARE BASED ON M.D.C. DATUM.
z PROP. 8" FL-342.78 6. NO ZONING VIOLATIONS WITH RESPECT TO LOCA77ON OF HOUSE IF ERECTED AS SHOWN.
5.3.\`` V
'S
9 ' R-60.00'
1R1 ` v 50'10' L-70,58' 7. CONTRACTOR SHALL VERIFY LOCA77ON AND ELEVATION OF EXIS77NG U770TIES PRIOR TO ESTABLISHING FINAL
17 \ \ D-677342" GRADE OF PROPOSED FOOT7NGS AND FOUNDATION. CON IRA CTOR SHALL INSTALL TEMPORARY EROSION CONTROIC
W MEASURES FOR STOCKPILED MATERIAL AND AT TOPS Of- SLOPES DURING FOUNDATION EXCAVATION. M/RAR FABRIC
CLEANOUT �o ^' WATER MAIN SILT FENCE AND/OR TEMPORARY VEGETATION IF PILES ARE TO REMAIN IN PLACE FOR EXTENDED PERIODS OF 77ME.
9.1 8. LEGEND -
_
wv -
II 344 S 54'02'41" W .--�37 p-- EXISTING CONTOUR
SNET /524 55.86'
x 310.o EXIS77NG SPOT GRADE
n 1 ', �� ,� ` 10, S..Y. ` 10' WIDE
CL&P EASEMENT 310 PROPOSED CONTOUR
N 19 45'13 E
35.66' ` Ir�IE I'Dm o \ 10' WIDE 310.0 PROPOSED SPOT GRADE
w/I"-av TENT CLOTH LAMAG
�` � STREET TREE EASEMENT � GRADE TO DRAIN
N 70'14'47' W SURFACE WATER IS TO BE DIRECTED AWAY FROM THE HOUSE AND GARAGE
1 190.94'
W PROPOSED WATER SERVICE
„
FD-- PROPOSED 6'/ F0077NG DRAIN LINE
PROPOSED TELEPHONE SERVICE TO CONNECT TO EXIST. IN STREET
o `� Zg T
`\' E PROPOSED ELECTRIC SERVICE TO CONNECT TO EXIST. IN STREET
SAN. SEWER LATERAL FL AT MAIN LINE=314.9.f S PROPOSED 6'/ SANITARY SEWER LATERAL
SAN. SEWER LATERAL FROM/ HOUSE TO MAIN LINE
127'-6'0 SAN. LAT. O /4.2x
RL PROPOSED ROOF LEADER
M/RAF7 FABRIC FENCE - TO BE PLACED PRIOR TO ANY CONSTRUCTION AND
SHALL REMAIN IN PLACE UNTIL DISTURBED AREA IS STABILIZED
THIS SURVEY AND MAP HAS BEEN PREPARED /N ACCORDANCE WITH SEC77ONS 9• PROPOSED HOUSE -
20-300b-1 THROUGH 2O-300115-20 OF THE REGULATIONS OF CONNECTICUT - 345.5
E FL
OOR LOOR
STATE AGENCIES- 'MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE PROPOSED PROPOSED GARAGE FLOOR ION 348.5
STATE OF CONNECTICUT- AS ENDORSED BY THE CONNECTICUT ASSOCIATIONTOP OF
OF LAND SURVEYORS INC.. IT /S A LIMITED PROPERTY/901)NDARY SURVEY PROPOSED FINISHED FLOOR - 3475
BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY APPRO)WA7E BASEMENT FLOOR - 339.0
REVISED 8-27-98 REVISED PROPOSED GRADING, ADDED YARD DRAIN, CLASS A-2 AND IN7ENDED TO BE USED FOR AN IMPROVEMENT LOCATION SURVEY.
ROOF LEADERS AND DRAINAGE LINES RIP OF FOUNDATION TO BE A MINIMUM OF EIGHT (8) INCHES ABOVE THE FINAL EXTERIOR GRADE.
GRAPHIC SCALE TO MY KNOWLEDGE AND BELIEF, THIS MAP IS
40 0 ,a 90
OONIyN PREPARED FOR
�.•''' ALA '�;••'r ALFA SUBSTANTIALLY CORRECT AS NOTED HEREON.
��•'"" °-- '� ��� " °�� MANNARINO BUILDERS, INC.
( IN FEET ) �a' M. IMPROVEMENT LOCATION PLAN L.S. N0. 9344
THE LOCATIONS OF UNDERGROUND UTILITIES ARE 9344 93 � GyVI E/1AGNEERS
APPROXIMATE AND ALL UTILITIES MAY NOT BE o' e �q'�
CUTLER RIDGE
SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR FssIONAI ENS "0•S •sk • wlLsa+n ALFORO.JR-P.E.9 L S
SHALL CALL 1-800-922-4455 AND HAVE THE LOT 10 —
UTILITIES MARKED ON THE GROUND. NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL WELLES LANE SOUTH WINDSOR, CONNECTICUT sCALE: 1 IN. = 40 FT. DATE: AUGUST 3, 1998
D:M9722010 P:M96066 FOLDER:MANNARINO FILE:MANNARINO-CUTLER
AW 1998
South Windsor
BUILDING DEPARTMENT
TO THE BUILDING DEK. TOWN Or SUUlH WINDSUr
This certified that this plan and speCifications are true
Copies oa the proposed building or alterations to be
•ratted •t
z1 w>r a_� L_A .
— Stfeet OJT
together with amendments stated In application and
flled with plan and I agree to comply with all zoning,
Building and state laws and such orders as shall be
issued Iy the Suildin Department during pendency
of this applicat sl issuance of a building
permit. ///nfff
Signed d9„C
This phn is approved biect to the Condition that ,�i
orders and ordinances regulating buisding sham be
C 1501rrd with.
Con Jrtionatly Appeoved These filed with
BuisKeo tnspe~ C��
EXIST. SAN.MH NOTES -
TF=332.53
FL N=328.03 1. AREA OF LOT 10 - 21,341 SQ.FT. - 0.490 ACRES
FL S=325.53
2. ZONE OF SUB✓£CT PARCEL IS RR" LOT 1S W11HlN A SUBDIVISION DEVELOPED AS
/ AN "OPEN SPACE SUBDIVISION"
O Q MINIMUM YARD REQUIREMENTS
S +344.3 •// FRONT - 50 FEET
SIDE - 10 FEET
346.3 REAR = 50 FEET
II E IiS J. BOUNDARY INFORMATION TAKEN FROM A PLAN ENTITLED -
1'40'12" E' , hovS�c / 348.23 'CUTLER RIDGE OPEN SPACE SUBDIVISION - RR ZONE PREPAREDNO CONNEC77CUT MANNARINO
RI NOTB7I�BUILDERS,
S 7 INC., SUBDIVISION PLAN, 860 AVERY STREET, SOUTH WINDSOR, C
347/7
346.9 SCALE. 1 IN.=40 FT., DATE.• DUNE 3, 1997, REVISION DATES TO 9-17-97, ALFORD ASSOCIATES,
II 196.82 + /
� INC., CIVIL ENGINEERS, WINDSOR, CONNEC77CUT.
FOOTING DRAIN �• 346 y �''-
II +341.1 `
FL 7 330.4� 345.6 ' N 4. APPLICANT. MAP PREPARED BY.
RODENT SCREEN AT OWLET 343.4
341.2'`-___ -►342.4--""----- ,; WELLES LANE MANNARINO BUILDERS, INC. 200 PI ASSOCIATES, INC.
8.6 345.57; 347.56 % ROBERT MANNARINO 200 PIGEON HILL ROAD
II 2` - P.O. BOX 484
� �-- 343.71 34825 ', 1169 ELUNGTON ROAD
+339.1 345. 6
Z �� 2.44 N) 343.76 SOUTH WINDSOR, CONNEC77CUT 06074 WINDSOR, CONNECTiCUT 06095
10' S.Y. DOST' 347.30 '
10 DRIVE TEL / (860) 289-7055 TEL. ,� (Bso) sBa-7288
+ , 1-_ �,. 342.50 81T. CONC. DR1 0 ,
II 335.4`,rGD Q _ 1 51.9
0 0 342.86 r, CB 12 7F=347.43
}� 332- �+334.6 �`__�` , 343.55 FL 15"-342.78 5. ELEVATIONS ARE BASED ON M.O.C. DATUM.
A 335.7 ` N8` `,\ 343.50�5 BRICK W� PROP. 8" FL=342.78 6. NO ZONING WOLA77ONS WITH RESPECT TO LOCATION OF EXIS77NG FOUNDATION, AS SHOWN.
g W - 95.2' N \' 348.49`,
II v, a 17.5 �` TEL.HH -R=60.00'
ID 336.3 7. LEGEND -
P aD Rl 334).4\ 335.9 CHNAN� 18.7' 343.1 347.9 WG L-70.56'
+k� +325.7 \�+334.8 �� X 348.02 D-6773'42" 0---/
f?j I z 'N N rZoa �► as.a WATER MAIN w --�31 EXIS77NG CONTOUR
DES i N, 343.0 48.55
` 8 o� = g' \ r CONCRETE WALK
1 4CLEANOUT N 14` 1 (A•$g 343.
x 3f0.0 EXISTING SPOT GRADE
18'0 + 1 1 \ +335.3 v' `' ���� 347.7
324.21 (A ��' 343.2 342.3 +
ORM
-ST ` `, �\ 334.3 m + o - S 54 02'41" W 8. U77LI77ES LEGEND -
II II +\`, `�.� ( 3'S ?a4 342,2-' So, 55.86' ALL UNDERGROUND UTILITES MAY NOT BE SHOWN AND ALL LOCATIONS ARE APPROXIMATE.
SNET/5241I 326.7 �� 336.4
II II .` ^ , 346.1
I 10 S..Y. t 335.1 •` '" 10' WIDE ry WATER SERVICE
I ,
CL&P EASEMENT F007ING DRAIN
N 19 45'13 E I I 328.7 ( 338.5` � � � �- LOCA77ON IS PER CONTRACTOR AND /S NOT FIELD VERIFIED
I I 334.4 t +,339.E 10' WIDE
35.66 p I I - 335.8 338.9 STREET TREE EASEMENT G GAS SERVICE
-ellII I I N 70.1447"'W 332.9+ T,E,TV TELEPHONE, ELECTRIC AND CABLE TV SERVICES
+
10; 190.94' +330.4 333.2 S SANITARY SEWER LATERAL
II N
334.05 �y� LOCATION OF CL£ANOUT IS PER CONTRACTOR
AND /S NOT FIELD VERIFIED
9. EXIS77NG HOUSE -
SAN. SEWER LATERAL FL AT MAIN LINE=314.9t „ FINISHED FLOOR EL£V. - 345.01
SAN. SEWER LATERAL FROM HOUSE TO MAIN LINE GARAGE FLOOR - 343.2t
130'-670 SAN. LAT. O 15.3% BASEMENT FLOOR = 336.31
BOTTOM OF F0077NG - 335.11
0 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS
20-3006-1 THROUGH 2O-3006-20 OF THE REGULA770NS OF CONNEC77CUT
STA7£ AGENCIES- MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE
STATE OF CONNEC77CUT" AS ENDORSED BY THE CONNEC77CUT ASSOCIA7701V
REVISED 11-17-99 ADDED AS-BUILT GRADES OF LAND SURVEYORS, INC.. IT IS A UMI7ED PROPERTYAOUNDARY SURVEY
REVISED 2-17-99 ADDED AS-BUILT HOUSE AND UTILITIES BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY
REVISED 8-27-98 REVISED PROPOSED GRADING, ADDED YARD DRAIN, CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCA77ON SURVEY.
ROOF LEADERS AND DRAINAGE UN£S
GRAPHIC SCALE ooNN PREPARED FOR TO MY KNOWLEDGE AND BELIEF, THIS MAP IS
40 0 40 eo `•�OF !�!1�+�+� �� ..••.., SUBSTANTIALLY CORRECT AS NOTED HEREON.
••AL 76-�, �•� �!~,, �. MANNARINO BUILDERS , INC.
( IN FEET ) �� = p: IMPROVEMENT LOCATION PLAN L.S. NO. 9344
*• CIVIL ENGINEERS
No. 93 w� t= o. 9344 ,; CUTLER RIDGE Egg
ww 00NWCTK)UT
THE LOCATIONS OF UNDERGROUND UTILITIES ARE % 1. = xv
0'Po''-4/CENSt'' `< <ICENSEP-"'Z- "I •
APPROXIMATE AND ALL UTILITIES MAY NOT BE °FFs •'''N�� '^ o"•"••• Ey �•�
SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR S�ONAI s a ` WILSON M. ALFORD,JR.,P.E.B L S.
SHALL CALL 1-800-922-4455 AND HAVE THE
�y""' LOT 10 -
WELLES LANE SOUTH WINDSOR, CONNECTICUT
UTILITIES MARKED ON THE GROUND. NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL SCALE: 1 IN. = 40 FT. DATE: AUGUST 3, 1998
D.1A0 99MM7 F :MANNA IN -(71
i
South Windsor
BUILDING DEPARTMENT
fO THE SUVING DEPT. TOWN OF SOUTH VANDSOR
This certified that this plan and specifications are tru•
copies of the proposed building or alterations to b,
erected a(►t"�1(//gyp
together with amendments st"ted in appiit,Non
filed with plan and I agree to comply with aLl
3uilding and state laws and such orders as sh:t
issued by the Building C)�partm,it during pcnd•
•t this application and final issuance of a bci:c
permit.
Signed —
"his plan Is approved subject to the condition t.
ardors and ordinances regulating building shall I,,
_-mpliod with.
Conditionally Approved These filed with
Building Inspectot GIsrM
Oat• ----
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