HomeMy WebLinkAboutLocation Survey, Zoning revN
3 S17E
ROAD
In'
RHODE ISLAND DR. I
9J's+ NDIANA:
CSfTT CIR. j
LORIDA DRIVE
LOCA T/ON MAP
SCALE.- lm --1,000'
RD.
NOTES:
THE PROPOSED TOP OF FOUNDATION (TOP FON.), BASEMENT FLOOR (BSMT. FLR.), GARAGE NN/F FLOOR (GAR. FLR.) AND GRADING SHOWN ON THIS PLAN SHALL BE REVIEWED IN THE FIELD BY
SOUTHEASTERN CONN THE OWNER, BUILDER AND ARCHITECT PRIOR TO CONSTRUCTION TO INSURE CONFORMANCE TOWATERAUTHORITYTHEARCHITECTURALPLANSANDCONCEPTSANYADJUSTMENTSTOTHEPROPOSEDELEVATIONS52-66 FORSYTH ROAD
VOL. 128 PG. 180 OR GRADING SHALL BE REVIEWED WITH THE ENGINEER TO INSURE PROPER FUNCTION OF THE
SANI TAR Y AND STORM SEWER SYSTEMS
N85'S4735"E PRIOR TO ANY EXCAVA77ON OR GRADING ON THE SITE, THE CONTRACTOR SHALL VERIFY THE
50,77' LOCATION OF ALL UNDERGROUND UTILITIES BY CONTACTING THE CONNECTICUT UNDERGROUND
UTILITY PR07EC77ON PLAN FOR UTILITY MARK -OUT (TEL. 1-800-922-4455)
IAP 92 LOT 92 PRIOR TO THE START OF CONS7RUC770N, STRIPPING OR GRADING, SEDIMENT BARRIERS SHOWN LwAREA=7880 S.F. ON THIS PLAN SHALL BE INSTALLED IN ACCORDANCE IMTH THE SPECIFICA77ONS AND DETAILS0.1809 A.C.aOUTLINEDININECONNEC77CUTGUIDELINESFORSOILEROSIONANDSEDIMENTCONTROL, SECOND
U-1 oVOL. 552 PG. 846 '0i PRIN77NG, JANUARY 1988. 7HE BARRIERS SHALL REMAIN IN PLACE AND BE PROPERLY 4
MAINTAINED UN77L ALL UPSTREAM AREAS ARE STABILIZED TO THE SA77SFAC77ON OF THE v
ENVIRONMENTAL PLANNER.
AT THE REQUEST OF THE ENVIRONMENTAL PLANNER, ADD177ONAL EROSION AND SEDIMENTATIONv. x
94.51 CON7ROL MEASURES SHALL BE INSTALLED TO ADDRESS FIELD CONDITIONS.
n
ALL DISTURBED AREAS WHICH ARE TO BE STABILIZED Wl77-1 VEGETA 77VE COVER SHALL BE
a; TOPSOILED, FER77LIZED, SEEDED AND MULCHED IN ACCORDANCE Wl77-1 THE CONNEC77CUT
x.
GUIDELINES FOR SOIL EROSION AND SEDIMENT CON7ROL, LATEST E01 770N.
x ALL UNDERGROUND UTILITY (ELECTRIC, TELEPHONE, CATV, ETC.) INSTALLATION SHALL PROVIDE
FOR EFFEC77VE EROSION AND SEDIMENTA 77ON CONTROL TO THEIR POINT OF CONNEC770N. o
11 E
N
INSPECTION BY INE TOWN STAFF IS REQUIRED PRIOR TO THE ISSUANCE OF A CER77FICATE OF
SA OCCUPANCY. THIS INSPEC77ON EVALUATES COMPLIANCE TO 77 -IE APPROVED PLOT PLAN AND THE
t
PERMANENT STABILIZA77ON REQUIREMENT. THE BUILDER SHALL N077FY THE TOWN UPON
oo COMPLETION OF PERMANENT STAB/LIZA TION.
A CERTIFICATE OF OCCUPANCY SHALL NOT BE ISSUED PRIOR TO ADEQUATE S17E STABILIZA710N
AS DETERMINED BY TOWN STAFF.
4 R. Y. I W
ALL DRI VEWA Y SHOULDERS SHOULD BE STABILIZED IMMEDIA TEL Y UPON COMPLE77ON OF ROUGH Z M u, v
411 32.50' BUILDABLE I o GRADING. 7HE DRIVEWAY ROADBED SHOULD BE STABILIZED WITH COMPACTED GRA VEL OR JDmAGGREGATEASSOONASPOSSIBLE. W o M32.5()'BUILDABLE WIDTH
TOPSOIL AND/OR EXCA VA 7ED SUBSOIL SHOULD BE STOCKPILED 107HIN THE AREA OF W 00v
I I DISTURBANCE IF NOT USED FOR ON S17E REGRADING. EACH STOCKPILE SHALL BE RINGED WITH V j Z
I I SEDIMENT BARRIERS AND STABILIZED AS DIRECTED BY 7HE ENVIRONMENTAL PLANNER, d m Z Q
if W uLUMBERANDBUILDINGMATERIALSTOCKPILES, VEHICLE PARKING AND MOVEMENT SHALL BE j > h
N CONFINED TO INE AREA OF DISTURBANCE. THE BUILDER SHALL PROVIDE A DUMPSTER FOR p W ro c') o
NI I STORAGE AND/OR DISPOSAL OF ALL CONSTRUCTION WASTE
X . 0 I X 94. k,3 o
w I Q
N/F
I
y`.
LEGEND o WAROBERTL. JULIE J. LO 2.3-8. I EXIS77NG PROPOSED
PHILOPENA 2 a I I
IRON PIN
J
14 NEW YORK ROAD DECK I 0
VOL. 528 PG. 834 a> Ibis
CONCRETE MONUMENT
N/F
GERALD B. & CATHERINE
BERNARD PROPERTY LINE
8NE6" 'VOL.w 8PG58
OR . 0 AD
9 VOL
I I _..-..-..-.._ ABUTTING PROPERTY LINEStoN
N EASEMENT LINE
BUILDING LINE
a GROUND CONTOURSI.ba 44* EXISTING HOUSE 97,17
14 NEW YORK RO x
AD o I101.2516.0)v PROPOSED GAS METER SPOT ELEVATION
PROPOSED HOUSE *
b
2 I I JOHN R. MARTUCCI, P.E. ,#19494aTOPFDN.=101.0 \ _ TREE LINE
CC GAR. RLR.=100.0SIO. 0'
J. I o I BUILDINGS
w I Z
I ROOF OVERHANG I i
I 1 4
j d
OK
I w STEPS/HA TCHWA Yx07] r CONC. PAVEMENT a art a
XISn - - - - - - - CONCRETE PAVEMENT
R 24.0' I _ ~_ 96 8 N£{ y G HOUSE1
95.21 ORK ROAD err. PAVEMENr - BI TUMINOUS PA VEMENT
JAMES W. DUTTON, L.S. ,#70074
Y
a- s s SANITARY SEWERSTHIS DOCUA4ENT IS AN I4t0PROFESSIONALSERNCEAND TSHALLNNOTFBEIWMNWGUSEDINWHOLEORINPARTFORANY PURPOSEvv - WATER MAINS LATERALS V v OTHER THAN FOR WHICH IT WAS CREATED
WITHOUT THE EXPRESS WRITTEN CONSENT OF
DUT`'"- -
USE,
ON ASSOCIATES, LLC. ANY
REUSE, MODIFICA ION OR
CONVERSIONUNAUTHORIZED
r
ROPOSED F F FOUNDA TION DRAIN - F__
I *BIT DRIVE THIS UCH
OCCURS, THE OFFENDER
PROAIENT
IS NOT ALLOWED AND F S
PROSECUTED TO THE
FULL EXTENT OF THE LAW.
SEDIMENT BARRIER _ 0 2018 - DUTTON ASSOCIATES, LLC.
a +
CONS7RUC77ON ENTRANCEPROPOSEDLIMITOFCLEARING
f SOIL STOCKPILEPROPOSEDSEDIMENTBARRIER SAa
R=20.00' 4:
L=31.40'` A
X 99..3,E T=19;98
D=89 5716 m
X8. ZONING TABLE - R20 ZONEa <
OP
PROPOSED
LOT AREA
R
7,880 S.F.*
LOT FRONTAGE
G30.
87.92 FT.*
FRONT YARD
tt
X 96.99 -
SIDE YARD 5 FT. MIN./12.5' TOTAL 16.00 FT./10.00 FT.
REAR YARD
Qa {7 t% qt3a °= ° u°
68.77 FT.
MAX. BLDG. HEIGHT 35 FT. 35 FT.
COVERAGE
6 Qq
CT D.O.T. 2" STONmeq 5¢
912 S.F. (11.570
4FILTERFABRIC c R=777.50'
EXISTING GRADE h1
I
L=87.92'
CONSTRUC11ON ENTRANCE
NOT TO SCALE
l
TURN END SECTIONS
OF SEDIMENT BARRIER
UP SLOPE TO PREVENT
BYPASS OF WA IFR
END SEC770
I
OO
FILTER FABRIC
OAK STAKES 10' ON ND SEC TIONCENTER, TYPICAL
THE MIDDLE SEC77ON SHALL I I XIS77NG GRADE, TYP. BE INSTALLED LEVEL FOLLOWIN jr
THE GROUND CONTOUR LINE
SEDIMENT BARRIER
NOT TO SCALE
NOTES:
THE PROPOSED TOP OF FOUNDATION (TOP FON.), BASEMENT FLOOR (BSMT. FLR.), GARAGE NN/F FLOOR (GAR. FLR.) AND GRADING SHOWN ON THIS PLAN SHALL BE REVIEWED IN THE FIELD BY
SOUTHEASTERN CONN THE OWNER, BUILDER AND ARCHITECT PRIOR TO CONSTRUCTION TO INSURE CONFORMANCE TOWATERAUTHORITYTHEARCHITECTURALPLANSANDCONCEPTSANYADJUSTMENTSTOTHEPROPOSEDELEVATIONS52-66 FORSYTH ROAD
VOL. 128 PG. 180 OR GRADING SHALL BE REVIEWED WITH THE ENGINEER TO INSURE PROPER FUNCTION OF THE
SANI TAR Y AND STORM SEWER SYSTEMS
N85'S4735"E PRIOR TO ANY EXCAVA77ON OR GRADING ON THE SITE, THE CONTRACTOR SHALL VERIFY THE
50,77' LOCATION OF ALL UNDERGROUND UTILITIES BY CONTACTING THE CONNECTICUT UNDERGROUND
UTILITY PR07EC77ON PLAN FOR UTILITY MARK -OUT (TEL. 1-800-922-4455)
IAP 92 LOT 92 PRIOR TO THE START OF CONS7RUC770N, STRIPPING OR GRADING, SEDIMENT BARRIERS SHOWN LwAREA=7880 S.F. ON THIS PLAN SHALL BE INSTALLED IN ACCORDANCE IMTH THE SPECIFICA77ONS AND DETAILS0.1809 A.C.aOUTLINEDININECONNEC77CUTGUIDELINESFORSOILEROSIONANDSEDIMENTCONTROL, SECOND
U-1 oVOL. 552 PG. 846 '0i PRIN77NG, JANUARY 1988. 7HE BARRIERS SHALL REMAIN IN PLACE AND BE PROPERLY 4
MAINTAINED UN77L ALL UPSTREAM AREAS ARE STABILIZED TO THE SA77SFAC77ON OF THE v
ENVIRONMENTAL PLANNER.
AT THE REQUEST OF THE ENVIRONMENTAL PLANNER, ADD177ONAL EROSION AND SEDIMENTATIONv. x
94.51 CON7ROL MEASURES SHALL BE INSTALLED TO ADDRESS FIELD CONDITIONS.
n
ALL DISTURBED AREAS WHICH ARE TO BE STABILIZED Wl77-1 VEGETA 77VE COVER SHALL BE
a; TOPSOILED, FER77LIZED, SEEDED AND MULCHED IN ACCORDANCE Wl77-1 THE CONNEC77CUT
x.
GUIDELINES FOR SOIL EROSION AND SEDIMENT CON7ROL, LATEST E01 770N.
x ALL UNDERGROUND UTILITY (ELECTRIC, TELEPHONE, CATV, ETC.) INSTALLATION SHALL PROVIDE
FOR EFFEC77VE EROSION AND SEDIMENTA 77ON CONTROL TO THEIR POINT OF CONNEC770N. o
11 E
N
INSPECTION BY INE TOWN STAFF IS REQUIRED PRIOR TO THE ISSUANCE OF A CER77FICATE OF
SA OCCUPANCY. THIS INSPEC77ON EVALUATES COMPLIANCE TO 77 -IE APPROVED PLOT PLAN AND THE
t
PERMANENT STABILIZA77ON REQUIREMENT. THE BUILDER SHALL N077FY THE TOWN UPON
oo COMPLETION OF PERMANENT STAB/LIZA TION.
A CERTIFICATE OF OCCUPANCY SHALL NOT BE ISSUED PRIOR TO ADEQUATE S17E STABILIZA710N
AS DETERMINED BY TOWN STAFF.
4 R. Y. I W
ALL DRI VEWA Y SHOULDERS SHOULD BE STABILIZED IMMEDIA TEL Y UPON COMPLE77ON OF ROUGH Z M u, v
411 32.50' BUILDABLE I o GRADING. 7HE DRIVEWAY ROADBED SHOULD BE STABILIZED WITH COMPACTED GRA VEL OR JDmAGGREGATEASSOONASPOSSIBLE. W o M32.5()'BUILDABLE WIDTH
TOPSOIL AND/OR EXCA VA 7ED SUBSOIL SHOULD BE STOCKPILED 107HIN THE AREA OF W 00v
I I DISTURBANCE IF NOT USED FOR ON S17E REGRADING. EACH STOCKPILE SHALL BE RINGED WITH V j Z
I I SEDIMENT BARRIERS AND STABILIZED AS DIRECTED BY 7HE ENVIRONMENTAL PLANNER, d m Z Q
if W uLUMBERANDBUILDINGMATERIALSTOCKPILES, VEHICLE PARKING AND MOVEMENT SHALL BE j > h
N CONFINED TO INE AREA OF DISTURBANCE. THE BUILDER SHALL PROVIDE A DUMPSTER FOR p W ro c') o
NI I STORAGE AND/OR DISPOSAL OF ALL CONSTRUCTION WASTE
X . 0 I X 94. k,3 o
w I Q
N/F
I
y`.
LEGEND o WAROBERTL. JULIE J. LO 2.3-8. I EXIS77NG PROPOSED
PHILOPENA 2 a I I
IRON PIN
J
14 NEW YORK ROAD DECK I 0
VOL. 528 PG. 834 a> Ibis
CONCRETE MONUMENT
N/F
GERALD B. & CATHERINE
BERNARD PROPERTY LINE
8NE6" 'VOL.w 8PG58
OR . 0 AD
9 VOL
I I _..-..-..-.._ ABUTTING PROPERTY LINEStoN
N EASEMENT LINE
BUILDING LINE
a GROUND CONTOURSI.ba 44* EXISTING HOUSE 97,17
14 NEW YORK RO x
AD o I101.2516.0)v PROPOSED GAS METER SPOT ELEVATION
PROPOSED HOUSE *
b
2 I I JOHN R. MARTUCCI, P.E. ,#19494aTOPFDN.=101.0 \ _ TREE LINE
CC GAR. RLR.=100.0SIO. 0'
J. I o I BUILDINGS
w I Z
I ROOF OVERHANG I i
I 1 4
j d
OK
I w STEPS/HA TCHWA Yx07] r CONC. PAVEMENT a art a
XISn - - - - - - - CONCRETE PAVEMENT
R 24.0' I _ ~_ 96 8 N£{ y G HOUSE1
95.21 ORK ROAD err. PAVEMENr - BI TUMINOUS PA VEMENT
JAMES W. DUTTON, L.S. ,#70074
Y
a- s s SANITARY SEWERSTHIS DOCUA4ENT IS AN I4t0PROFESSIONALSERNCEAND TSHALLNNOTFBEIWMNWGUSEDINWHOLEORINPARTFORANYPURPOSEvv - WATER MAINS LATERALS V v OTHER THAN FOR WHICH IT WAS CREATED
WITHOUT THE EXPRESS WRITTEN CONSENT OF
DUT`'"- -
USE,
ON ASSOCIATES, LLC. ANY
REUSE, MODIFICA ION OR
CONVERSIONUNAUTHORIZED
r
ROPOSED F F FOUNDA TION DRAIN - F__
I *BIT DRIVE THIS UCH
OCCURS, THE OFFENDER
PROAIENT
IS NOT ALLOWED AND F S
PROSECUTED TO THE
FULL EXTENT OF THE LAW.
SEDIMENT BARRIER _ 0 2018 - DUTTON ASSOCIATES, LLC.
a +
CONS7RUC77ON ENTRANCEPROPOSEDLIMITOFCLEARING
f SOIL STOCKPILEPROPOSEDSEDIMENTBARRIER SAa
R=20.00' 4:
L=31.40'` A
X 99..3,E T=19;98
D=89 5716 m
X8. ZONING TABLE - R20 ZONEa <
ITEM REQUIRED/ALLOWED PROPOSED
LOT AREA 20,000 S.F. 7,880 S.F.*
LOT FRONTAGE 100 FT. 87.92 FT.*
FRONT YARD 40 FT.
X 96.99 -
SIDE YARD 5 FT. MIN./12.5' TOTAL 16.00 FT./10.00 FT.
REAR YARD 40 FT. 68.77 FT.
MAX. BLDG. HEIGHT 35 FT. 35 FT.
COVERAGE 30% (2364 S.F.) 912 S.F. (11.570
X 1001.41 R=777.50'
t
L=87.92'
T=44.01'
D=06'28'45" l
ITEM REQUIRED/ALLOWED PROPOSED
LOT AREA 20,000 S.F. 7,880 S.F.*
LOT FRONTAGE 100 FT. 87.92 FT.*
FRONT YARD 40 FT. 41.76 FT.
SIDE YARD 5 FT. MIN./12.5' TOTAL 16.00 FT./10.00 FT.
REAR YARD 40 FT. 68.77 FT.
MAX. BLDG. HEIGHT 35 FT. 35 FT.
COVERAGE 30% (2364 S.F.) 912 S.F. (11.570
Q
cn 4 = Z
Z Yo>F
W0 `_ u < z
Fa -0::
O WZ zo
Q a ha; U
R=20.00 ( Ld
L=29.17' *LOT OF RECORD 0 J 3 n. J zT=17.87 - Z 0
D=83'33'57" (' Z <
CONSTRUCTION ENTRANCE" '--- X 99.0,9 "' ' ' - , Z N E Wz
Q » PROPOSED GAS
LATERALi
N
1f7.19 10 A VERIFY LOCATION OF GAS MAIN X 98.79pPRIORTOCONSTRUCTION
REFERENCE IS MADE TO MAPS TITLED:
PLAN MADE FOR DAN STANAVAGE PROPERTY AT 12 NEW YORK ROAD OAKDALE, CONNECTICUT SCALE: _ I` c; ; ; `s.41; WPROPOSEDSANITARYSEWERLATERAL \, X 99.89 "- I .° , , $: L! h (, Ir - 1 -30 DATE: JULY 10, 2006 PREPARED BY A-2 MAPS AND SURVEYS ENGINEERING & SURVEYING 627 IIlLTERFABRICSLOPEAT2XMINIMUM - " I
VERIFY LOCATION AND ELEVATION ROUTE 82, OAKDALE, CT.
EXISTING SNAITARY SEWER PRIOR TO PROPOSED WATER SHUT-OFF I MI r` Y 1, a
CONSTRUCTION THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES
PROPOSED WATER SERVICE PROPOSED OVERHEAD SECTIONS 20-300b-1 THROUGH 2O -300b-20 AND THE "MINIMUM STANDARDS FOR SURVEYS AND MAPS INEXCAVA7EEXIS77NGSOIL
AND FIRMLY EMBED BOTTOM VERIFY LOCATION OF MAIN ELECTRIC, CAN & PHONE\ THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIA11ON OF LAND SURVEYORS, INC. ,
OF FILTER FABRIC PRIOR TO CONSTRUC11ON SERVICE LINES, VERIFY X 99. 06 ON SEPTEMBER 26, 1996.
CONNECTION WITH UTILITY COMPANY REvisioNs: u.
NOTE: PRIOR TO CONSTRUC11ON -10p THE TYPE OF SURVEY PERFORMED IS A LIMITED PROPERTY/BOUNDARY, ZONING LOCATION SURVEY. FLOW ALL PAVEMENT CUTS FOR UTILITY CONNEC IO1IS--SHALL BE 05/14/2019 HOUSE LOC.
XlS77NG GRADE, TYP; REPAIRED IN ACCORDENCE WITH THE TOWN OF MONTVILLE' THE BOUNDARY DETERMINATION CATEGORY IS DEPENDENT RESURVEY.
PUBLIC WORKS DEPARTMENT DIREC11ONS AND REQUIREMENTS t
THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2.
THIS SURVEY CONFORMS TO TOPOGRAPHIC ACCURACY CLASS T -D.
J" 1. 03 `` THIS SURVEY CONFORMS TO VERTICAL ACCURACY CLASS V-2.
uP
THIS MAP WAS PREPARED FOR THE PURPOSE OF ZONING COMPLIANCE DETERMINATION AND SITE DESIGN.
DATE: 08/03/2018MEEDSTAKE12MIN. NO ZONING VIOLATIONS EXIST WITH REGARD TO THE PROPOSED HOUSE LOCATION OR SIZE. X 101.89
10'
TOPOGRAPHIC INFORMATION, UTILITY LOCATIONS AND ELEVATIONS SHOWN AS APPROVED AND DEPICTED ON
SCALE: 1
THE ABOVE REFERENCED PLANS. SHEET 1 of 1
TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON" A- 18-012-P
THIS MAP IS NOT VALID UNLESS IT BEARS THE LIVE SIGNATURE AND SEAL OF THE UNDERSIGNED SURVEYOR. FILE: 18012.DWG