HomeMy WebLinkAboutSite PlanZONING
COMPLIANCE
TABLE
z
ZONING DISTRICT: R-20 ZONE DISTRICT
J
4'-0»
MATERIALS THROUGHLY
REQUIRED
TAMPED IN LAYERS AS
PROVIDED
LOT AREA
J
20,000 SQ FT
O
20,802 SQ FT
LOT FRONTAGE
MEET
100 FT
VARIES DRIVEWAY
179.68 FT
FRONT YARD
FINISH GRADE
40 FT
3"
40.6 FT
SIDE YARD
PROCESSED GRAVEL BASE
15 FT
NO ROCK TO PROJECT
31.1 FT
REAR YARD
DRIVEWAY TO BE FLUSH WITH ROAD
SECTION
40 FT
BITUMINOUS CONCRETE DRIVEWAY
NOT TO SCALE
40.9 FT
MAX HEIGHT (STORIESAFEET)
35 FEET
j
2.5/20f FT
WATER SUPPLY
SEWER SERVICE TRENCH
MUNICIPAL WATER SUPPLY
SANITARY SEWER
p0U
SITE
MUNICIPAL SANITARY SEWER
I
( DRIVEWAY
' I END OF
RIGHT OF WAY LINE I JPAVED APRON
DRIVEWAY WIDTH
(SEE PLAN)
BITUMINOUS
CONCRETE
DRIVEWAY APRON
-GUTTER LINE ROAD
FLARE
2' MAX
PLAN
z
5'-0'
VARIES w
z
MEnnow �
J
4'-0»
MATERIALS THROUGHLY
MIN.
TAMPED IN LAYERS AS
w
z
w
o
J
(MIN.)
O
BACKFILL IN THIS AREA TO BE
MEET
1/4'/FT MIN
VARIES DRIVEWAY
PAVEMENT
_
OR PEA STONE FOR ALL OTHER
INSTALLATIONS.
:a
FINISH GRADE
3"
BITUMINOUS CONCRETE (CLASS 2)
6"
PROCESSED GRAVEL BASE
* WHERE CURBING EXISTS PROVIDE
NO ROCK TO PROJECT
1" REVEAL. IF NO CURBING THEN
WITHIN 4" OF PIPE
DRIVEWAY TO BE FLUSH WITH ROAD
SECTION
MIN. 6" THK BEDDING IN EARTH CUT
BITUMINOUS CONCRETE DRIVEWAY
NOT TO SCALE
APRON
LE 0
THE FOLLOWING SYMB� BBREVIATIONS
MAY APPEAR ON THIS DRAWING
AC ACRES
BF BASEMENT FLOOR
BIT BITUMINOUS
SCLC BITUMINOUS CONCRETE UP CURBING
�lb
ST
AIS �R SNF
TEMPORARY CONSTRUCTION ENTRANCE
NOT TO SCALE
4 w
�� JO
�0
N 64026'58» W
17.94'
r
N 61'47',3,3" W//
27.90'.'
AT
�v
2 j
NtW
f
PAR
1 AREA
20,)802 SQ
0. .48 ACRE
f�
f
TRE96NE & LIMITS
OF CLEARING
CONC CONCRETE N 64 47 23.68' f
DIA DIAMETER 6.41' / K
DB DISTRIBUTION BOX
EP EDGE OF PAVEMENT \ \ ^% i
ry.
ELEV ELEVATION
FF FINISHED FIRST FLOOR
LPFM LOW PRESSURE FORCE MAIN N fit 3419 W
f
(MIN) MINIMUM 12.75
M/L MORE OR LESS
N/F NOW OR FORMERLY
PVC POLY VINYL CHLORIDE �\
SCH40 SCHEDULE 40 / \
5.4x SPOT ELEVATION -
NEW PROPERTY UNE
SF SQUARE FEET _ / '�� O%S4 a ' _ DMH
SV SEWER VALVE N /F
TBR TO BE REMOVED NDKLP M 0 N T VI L L E.- -'
TYP TYPICAL ASS0 CI A TE s,,LLC,
`Lr TREE '
BUILDING SETBACK LINE :- - ` - - - - - - - - ` - -
} =<v
CLEARING LIMIT UNE 4 / J
EXISTING TREEUNE �� J /
- - - -158- - - - - EXISTING CONTOUR
NEW CONTOUR
1 J
SEDIMENT FENCE
- - - - - - STORM DRAIN PIPE
STONE WALL
S SANITARY SEWER
W WATER
TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS
SUBSTANTIALLY CORRECT AS NOTED HEREON.
JAMES BERNARDO LICENSE #70121 DATE
2x2x48" WOOD POLE
M
I
N
A
GRADE
Oa
INDUSTRIAL NETTING, SNOW
FENCE OR WOVEN WIRE FENCE
FOR SUPPORT
FILTER FABRIC
BACKFILL
FLOW
FIRM NATIVE
SOIL
NOTE: PREMANUFACTURED FENCE "PROPEX SILT STOP" BY AMOCO,
OR 'ENVIROFENCE" BY MIRAFI, INC., OR APPROVED EQUIVALENT MAY BE USED.
0 4„ :0k I a 23: N
s •
NEW CRUSHED
� STONE DRIVEWAY
NEW ,TEMPORARY
CONSTRUCTION ENTRANCE
i
NEW BIT
DRIVEWAY APRON
i 58LF 1"COPPER
ER SERVICE
i TAP
NEW METAL SANITARY
SEWER MARKER
NEW 32LF 6"PVC
SANITARY SEWER
'SERVICE TO CURB UNE
INSTALL NEW SADDLE
TO SEWER MAIN
!.' SAW -CUT & PATCH
I' PAVEMENT
- NEW OVERHEAD UTIUTIES
SAN MH
TF=157.1
INV IN=150.2
INV OUT=148.8
DBL CB
�30-RCP (2)
24" gCP r --
//� CB
TF=15F
j
JAMES BERNARDO LAND SURVEYING, LLC
102A SPITHEAD ROAD
WATERFORD, CONNECTICUT 06385
(860)447-0236
WWW.JBSURVEY.COM
GRAPHIC SCALE
10 0 5 10 20
( IN FEIN' }
1 inch = 10 ft
UTIUTY NOTES
1. ELECTRIC AND TELEPHONE SERVICE WILL BE PROVIDED IN ACCORDANCE WITH THE
REQUIREMENTS OF NORTHEAST UTIU11ES AND SOUTHERN NEW ENGLAND TELEPHONE
COMPANY.
2. ALL UlIU71ES ARE TO BE INSTALLED UNDERGROUND. ELECTRIC AND TELEPHONE
SERVICES ARE TO BE COORDINATED WITH APPLICABLE UTILITY COMPANIES. A 4"
SCHEDULE 40 PVC CONDUIT IS TO BE INSTALLED BETWEEN POLE AND BUILDING FOR SNET
USAGE.
3. CALL BEFORE YOU DIG, AT 1-800-922-4455, WILL BE CONTACTED PRIOR TO
INITIATION OF THIS PROJECT.
4. WATER SUPPLY WILL BE FROM TOWN OF MONTVILLE MUNICIPAL WATER.
5. WATER SERVICE REQUIREMENTS:
A. ALL WATER MAIN AND SERVICE INSTALLATIONS SHALL CONFORM TO THE TOWN OF
MONTVILLE WATER MAIN AND SERVICE CONSTRUCTION SPECIFICATIONS, WITH MOST
CURRENT REVISIONS.
B. APPROVED BACKFLOW PREVENTERS ARE REQUIRED ON ALL DOMESTIC WATER LINES.
C. MINIMUM COVER OVER WATER MAINS AND SERVICES SHALL BE 4'-6' FROM FINISH
GRADE.
E. PIPE SEPARATIONS:
10' MIN BETWEEN WATER AND SEWER
5' MIN BETWEEN WATER AND CATCH BASINS OR DRAIN PIPES.
F. SITE MUST BE AT SUBGRADE BEFORE WATER UTILITIES CAN BE INSTALLED.
G. METER LOCATION SHALL BE INSIDE BUILDING OR IN A METER PIT.
SITE DEVELOPMENT NOTES:
1. THIS SITE PLAN IS FOR THE CONSTRUCTION OF A NEW SINGLE FAMILY RESIDENTIAL
RAISED RANCH HOUSE
2. THESE PLANS ARE FOR PERMIT PURPOSES AND SITE PLAN APPROVAL ONLY. THEY
ARE NOT CONTRACT DOCUMENTS.
3. ALL WORK TO CONFORM TO TOWN OF MONTVILLE CONSTRUCTION STANDARDS.
4. CALL BEFORE YOU DIG, AT 1-800-922-4455, WILL BE CONTACTED PRIOR TO
INITIATION OF THIS PROJECT.
5. FOR EXACT BUILDING DIMENSIONS, SEE BUILDING PLANS PROVIDED BY OWNER.
EROSION & SEDIMENT CONTROL NOTES:
CONSTRUCTION SEQUENCE FOR SOIL EROSION AND SEDIMENT CONTROLS:
A. INSTALL ALL TEMPORARY CONSTRUCTION ENTRANCES, SEDIMENT FENCES AND/OR HAY
BALE BARRIERS AS SHOWN ON THIS PLAN.
B. CLEAR TREES, SHRUBS AND BRUSH IN AREAS WHERE GRADING WILL BE REQUIRED
AND GRUB AREAS TO REMOVE ALL STUMPS, ROOTS, ETC. DISPOSE OF ALL MATERIAL
CLEARED AND GRUBBED OFF SITE.
C. REMOVE AND STOCKPILE ALL TOPSOIL ON SITE AND PROVIDE A SEDIMENT FENCE ON
THE DOWNSLOPE SIDE. SEED STOCKPILE WITH PERENNIAL RYEGRASS AT A RATE OF 40
POUNDS PER ACRE AND MULCH WITH HAY OR STRAW.
D. EXCAVATE AND/OR FILL WORK SITE TO SUBGRADE LEVEL. FILL WILL BE PLACED AND
COMPACTED IN 8 INCH LIFTS AND SHALL BE FREE OF BRUSH, RUBBISH, LOGS, BUILDING
DEBRIS, OR ANY OTHER OBJECTIONABLE MATERIAL. MOISTEN SOIL SURFACE PERIODICALLY
WITH WATER TO MINIMIZE DUST.
E. INSTALL STORM DRAINAGE STARTING FROM THE FLARED END. INSTALL HAY BALES AT
CATCH BASINS IMMEDIATELY AFTER CATCH BASIN INSTALLATION
F. CONSTRUCT BUILDINGS AND INSTALL UTIUTIES. ADD EROSION CONTROL DEVICES AS
NEEDED.
G. PLACE AND COMPACT BASE MATERIAL TO FINAL GRADE. INSTALL PAVEMENT, CURB,
SIDEWALKS, RAMPS, STEPS, ETC.
H. ALL DISTURBED AREAS NOT COVERED BY BUILDINGS, PARKING, SIDEWALKS, ETC.,
SHALL BE GRADED AND STABILIZED AS FOLLOWS:
1. PLACE MINIMUM 4 INCHES OF TOPSOIL IN ALL AREAS. APPLY LIMESTONE AND
FERTILIZER IN ACCORDANCE WITH SOIL TEST RECOMMENDATIONS.
2. APPLY RECOMMENDED SEED MIXTURE AT RECOMMENDED RATE.
3. APPLY STRAW OR HAY MULCH ON ALL SEEDED AREAS.
4. SEEDING SHOULD TAKE PLACE BETWEEN APRIL 1 AND JUNE 15 OR AUGUST 15 AND
SEPTEMBER 30. IF OUTSIDE THESE PERIODS, AREAS SHALL BE STABILIZED WITH STRAW
OR HAY MULCHING AT A RATE OF 90 POUNDS PER 1000 SQUARE FEET.
1. ALL GRADED AREAS WITH SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL
SHALL BE STABILIZED WITH JUTE NETTING.
J. WHEN ALL GRADED AREAS ARE PERMANENTLY STABILIZED, REMOVE ALL EROSION AND
SEDIMENT CONTROLS. REMOVE TRAPPED SEDIMENT.
K. IT SHALL BE THE RESPONSIBILITY OF THE APPLICANT TO ENSURE PROPER
IMPLEMENTATION OF THE SOIL EROSION AND SEDIMENT CONTROLS AS SHOWN ON THIS
PLAN; AND SHALL INCLUDE BUT NOT BE LIMITED T0, INSTALLATION AND MAINTENANCE OF
CONTROL MEASURES, INFORMING ALL PARTIES OF SUCH REQUIREMENTS AND NOTIFICATION
OF ANY TRANSFER OF THIS RESPONSIBIUTY TO OTHER PARTIES.
L RECOMMENDED SEED MIXTURE: FUTURA 2000 BY THE CHAS C. HART CO. CONTAINING
THE FOLLOWING VARIETIES OF PERENNIAL RYEGRASSES: FIESTA 11, BLAZER II, DASHER II
AND EXPRESS. A SEEDING RATE OF 5 - 7 LBS PER 1000 SF IS RECOMMENDED.
1 2-08-11 DRIVEWAY & UTILITIES CHANGED
NO. DATE DESCRIPTION
REVISIONS
ZA
OAM
61f LOPAM OR
&SED AVELENi CONCH E WITH
PREPARED TE SIJ�lSE
MEnnow �
BACKFILL WITH APPROVED
4'-0»
MATERIALS THROUGHLY
MIN.
TAMPED IN LAYERS AS
COVER
12" SPECIFIED.
(MIN.)
BACKFILL IN THIS AREA TO BE
3/4" BROKEN STONE FOR PVC
PIPE AND PROCESSED GRAVEL
D/3
600
_
OR PEA STONE FOR ALL OTHER
INSTALLATIONS.
:a
SDR35 PVC PIPE
GRAVITY SANITARY
- FOUNDATION TO BE SHAPED
SEWER SERVICE LATERAL
TO FIT PIPE EXTERIOR AT
THIS HEIGHT.
NO ROCK TO PROJECT
WITHIN 4" OF PIPE
MIN. 6" THK BEDDING IN EARTH CUT
MIN. 12" THK BEDDING IN ROCK CLT
THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL UNDERGROUND
UTILITY SERVICES FOR THIS PROJECT
IN ACCORDANCE WITH THE APPROPRIATE AND RESPECTIVE
UTILITY AGENCYS SPECIFICATIONS AND REQUIREMENTS.
SANITARY
SEWER SERVICE TRENCH
UTIUTY NOTES
1. ELECTRIC AND TELEPHONE SERVICE WILL BE PROVIDED IN ACCORDANCE WITH THE
REQUIREMENTS OF NORTHEAST UTIU11ES AND SOUTHERN NEW ENGLAND TELEPHONE
COMPANY.
2. ALL UlIU71ES ARE TO BE INSTALLED UNDERGROUND. ELECTRIC AND TELEPHONE
SERVICES ARE TO BE COORDINATED WITH APPLICABLE UTILITY COMPANIES. A 4"
SCHEDULE 40 PVC CONDUIT IS TO BE INSTALLED BETWEEN POLE AND BUILDING FOR SNET
USAGE.
3. CALL BEFORE YOU DIG, AT 1-800-922-4455, WILL BE CONTACTED PRIOR TO
INITIATION OF THIS PROJECT.
4. WATER SUPPLY WILL BE FROM TOWN OF MONTVILLE MUNICIPAL WATER.
5. WATER SERVICE REQUIREMENTS:
A. ALL WATER MAIN AND SERVICE INSTALLATIONS SHALL CONFORM TO THE TOWN OF
MONTVILLE WATER MAIN AND SERVICE CONSTRUCTION SPECIFICATIONS, WITH MOST
CURRENT REVISIONS.
B. APPROVED BACKFLOW PREVENTERS ARE REQUIRED ON ALL DOMESTIC WATER LINES.
C. MINIMUM COVER OVER WATER MAINS AND SERVICES SHALL BE 4'-6' FROM FINISH
GRADE.
E. PIPE SEPARATIONS:
10' MIN BETWEEN WATER AND SEWER
5' MIN BETWEEN WATER AND CATCH BASINS OR DRAIN PIPES.
F. SITE MUST BE AT SUBGRADE BEFORE WATER UTILITIES CAN BE INSTALLED.
G. METER LOCATION SHALL BE INSIDE BUILDING OR IN A METER PIT.
SITE DEVELOPMENT NOTES:
1. THIS SITE PLAN IS FOR THE CONSTRUCTION OF A NEW SINGLE FAMILY RESIDENTIAL
RAISED RANCH HOUSE
2. THESE PLANS ARE FOR PERMIT PURPOSES AND SITE PLAN APPROVAL ONLY. THEY
ARE NOT CONTRACT DOCUMENTS.
3. ALL WORK TO CONFORM TO TOWN OF MONTVILLE CONSTRUCTION STANDARDS.
4. CALL BEFORE YOU DIG, AT 1-800-922-4455, WILL BE CONTACTED PRIOR TO
INITIATION OF THIS PROJECT.
5. FOR EXACT BUILDING DIMENSIONS, SEE BUILDING PLANS PROVIDED BY OWNER.
EROSION & SEDIMENT CONTROL NOTES:
CONSTRUCTION SEQUENCE FOR SOIL EROSION AND SEDIMENT CONTROLS:
A. INSTALL ALL TEMPORARY CONSTRUCTION ENTRANCES, SEDIMENT FENCES AND/OR HAY
BALE BARRIERS AS SHOWN ON THIS PLAN.
B. CLEAR TREES, SHRUBS AND BRUSH IN AREAS WHERE GRADING WILL BE REQUIRED
AND GRUB AREAS TO REMOVE ALL STUMPS, ROOTS, ETC. DISPOSE OF ALL MATERIAL
CLEARED AND GRUBBED OFF SITE.
C. REMOVE AND STOCKPILE ALL TOPSOIL ON SITE AND PROVIDE A SEDIMENT FENCE ON
THE DOWNSLOPE SIDE. SEED STOCKPILE WITH PERENNIAL RYEGRASS AT A RATE OF 40
POUNDS PER ACRE AND MULCH WITH HAY OR STRAW.
D. EXCAVATE AND/OR FILL WORK SITE TO SUBGRADE LEVEL. FILL WILL BE PLACED AND
COMPACTED IN 8 INCH LIFTS AND SHALL BE FREE OF BRUSH, RUBBISH, LOGS, BUILDING
DEBRIS, OR ANY OTHER OBJECTIONABLE MATERIAL. MOISTEN SOIL SURFACE PERIODICALLY
WITH WATER TO MINIMIZE DUST.
E. INSTALL STORM DRAINAGE STARTING FROM THE FLARED END. INSTALL HAY BALES AT
CATCH BASINS IMMEDIATELY AFTER CATCH BASIN INSTALLATION
F. CONSTRUCT BUILDINGS AND INSTALL UTIUTIES. ADD EROSION CONTROL DEVICES AS
NEEDED.
G. PLACE AND COMPACT BASE MATERIAL TO FINAL GRADE. INSTALL PAVEMENT, CURB,
SIDEWALKS, RAMPS, STEPS, ETC.
H. ALL DISTURBED AREAS NOT COVERED BY BUILDINGS, PARKING, SIDEWALKS, ETC.,
SHALL BE GRADED AND STABILIZED AS FOLLOWS:
1. PLACE MINIMUM 4 INCHES OF TOPSOIL IN ALL AREAS. APPLY LIMESTONE AND
FERTILIZER IN ACCORDANCE WITH SOIL TEST RECOMMENDATIONS.
2. APPLY RECOMMENDED SEED MIXTURE AT RECOMMENDED RATE.
3. APPLY STRAW OR HAY MULCH ON ALL SEEDED AREAS.
4. SEEDING SHOULD TAKE PLACE BETWEEN APRIL 1 AND JUNE 15 OR AUGUST 15 AND
SEPTEMBER 30. IF OUTSIDE THESE PERIODS, AREAS SHALL BE STABILIZED WITH STRAW
OR HAY MULCHING AT A RATE OF 90 POUNDS PER 1000 SQUARE FEET.
1. ALL GRADED AREAS WITH SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL
SHALL BE STABILIZED WITH JUTE NETTING.
J. WHEN ALL GRADED AREAS ARE PERMANENTLY STABILIZED, REMOVE ALL EROSION AND
SEDIMENT CONTROLS. REMOVE TRAPPED SEDIMENT.
K. IT SHALL BE THE RESPONSIBILITY OF THE APPLICANT TO ENSURE PROPER
IMPLEMENTATION OF THE SOIL EROSION AND SEDIMENT CONTROLS AS SHOWN ON THIS
PLAN; AND SHALL INCLUDE BUT NOT BE LIMITED T0, INSTALLATION AND MAINTENANCE OF
CONTROL MEASURES, INFORMING ALL PARTIES OF SUCH REQUIREMENTS AND NOTIFICATION
OF ANY TRANSFER OF THIS RESPONSIBIUTY TO OTHER PARTIES.
L RECOMMENDED SEED MIXTURE: FUTURA 2000 BY THE CHAS C. HART CO. CONTAINING
THE FOLLOWING VARIETIES OF PERENNIAL RYEGRASSES: FIESTA 11, BLAZER II, DASHER II
AND EXPRESS. A SEEDING RATE OF 5 - 7 LBS PER 1000 SF IS RECOMMENDED.
1 2-08-11 DRIVEWAY & UTILITIES CHANGED
NO. DATE DESCRIPTION
REVISIONS
ZA
MEnnow �
FgQr
"'�.
Q UNE
43
�Q
0
VER
a
EUS
1
rR
0
p0U
SITE
OR N .0
oR�
c.l
LOCAWN MAP 1000 0 1000 2000
SCALE:1 "=1000' mmmmmmw GRAPHIC SCALE IN FEET
NOTES:
1. THIS PLAN AND THE SURVEY IT IS BASED ON HAVE BEEN PREPARED IN ACCORDANCE WITH THE REGULATIONS OF
CONNECTICUT STATE AGENCIES, SECTIONS 20-30OB-1 THROUGH 2O-30OB-20. "MINIMUM STANDARDS FOR SURVEYS AND
MAPS IN THE STATE OF CONNECTICUT' ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THE
TYPE OF SURVEY IS A BOUNDARY SURVEY, THE BOUNDARY DETERMINATION CATEGORY IS DEPENDENT RESURVEY AND THE
HORIZONTAL ACCURACY CONFORMS TO CLASS A-2. THE VERTICAL ACCURACY CONFORMS TO CLASS V-2.
NO DECLARATION IS EXPRESSED OR IMPUED BY THIS MAP OR COPIES THEREOF UNLESS THE PRINT BEARS THE IMPRESSION
TYPE SEAL AND ORIGINAL LIVE SIGNATURE OF THE SURVEYOR WHOSE NAME AND REGISTRATION NUMBER APPEAR BELOW OR
THEREON.
2. REFERENCE IS MADE TO THE FOLLOWING TOWN OF MONTVILLE LAND RECORDS:
REFERENCE IS MADE TO MONTVILLE LAND EVIDENCE RECORDS VOLUME 554 AT PAGE 603 FOR A WARRANTY DEED
DEED DATED SEPTEMBER 20, 2010 FOR RECORD TITLE TO THE SUBJECT PARCEL
3. THE PROPERTIES SHOWN HEREON MAY BE SUBJECT TO, OR BENEFITED BY THE FOLLOWING:
A. SEE VOLUME 53 AT PAGE 131 FOR A DRAINAGE RIGHT OF WAY IN FAVOR OF THE STATE OF CONNECTICUT DATED
DECEMBER 2, 1946.
B. SEE VOLUME 57 AT PAGE 31 FOR A DRAINAGE RIGHT OF WAY IN FAVOR OF THE STATE OF CONNECTICUT DATED
JANUARY 15, 1952.
C. SEE VOLUME 57 AT PAGE 604 FOR AN EASEMENT IN FAVOR THE SOUTHERN NEW ENGLAND TELEPHONE COMPANY
DATED NOVEMBER 30, 1953.
D. SEE VOLUME 168 AT PAGE 900 FOR RIGHTS TO DRAIN AND MAINTAIN DRAINAGF FACILITIES IN FAVOR OF THE STATE
OF CONNECTICUT.
E. SEE VOLUME 515 AT PAGE 523 FOR AN ACCESS AND DRAINAGE EASEMENT AND RESTRICTIVE COVENANT
AGREEMENT BY AND BETWEEN SECOND FAMILY LLC; HOME DEPOT U.S.A., LLC AND NDKLP MONTVILLE
ASSOCIATES, LLC DATED AUGUST 8, 2007.
4. "NATIONAL FLOOD INSURANCE PROGRAM FLOOD INSURANCE RATE MAP TOWN OF MONTVILLE, CONNECTICUT NEW
LONDON COUNTY PANEL 6 OF 16, COMMUNITY -PANEL NUMBER 090099006B, MAP EFFECTIVE DATE. JULY 2, 1980,
FEDERAL EMERGENCY MANAGEMENT AGENCY INDICATES THE SUBJECT PROPERTIES ARE LOCATED ENTIRELY WITHIN FLOOD
HAZARD ZONE C.
5. THE SUBJECT PROPERTIES ARE SHOWN ON THE TOWN OF MONTVILLE TAX ASSESSOR MAP 103, PARCEL #1 AS LOT 1-A
AND HAS AN ASSIGNED STREET ADDRESS OF 2040 ROUTE 32 AND PARCEL #2 AS LOT 1-8 WITH AN ASSIGNED STREET
ADDRESS OF ROUTE 32.
6. THE BASIS FOR BEARINGS IS CONNECTICUT GRID NORTH NAD83 BASED ON MAP REFERENCE X11 BELOW. ELEVATIONS
BASED ON NAVD1988 VERTICAL DATUM. SURVEYOR SHALL ESTABLISH A PERMANENT BENCHMARK PRIOR TO CONSTRUCTION.
7. THIS PLAN REPRESENTS THE LOCATION OF THE BOUNDS AND SITE COND111ONS DETERMINED BY FIELD SURVEY ON SEPTEMBER
12, 2006. DRAINAGE MANHOLE LOCATIONS UPDATED 5/20/10. RECORD TITLE AND ADJOINER INFORMATION WAS OBTAINED
FROM TAX ASSESSOR AND LAND EVIDENCE RECORDS ON SEPTEMBER 21, 2006 AND UPDATED MAY 4, 2010.
8. UNDERGROUND UTIUTY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, IN
PART, FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR GOVERNMENTAL AGENCIES, FROM
PAROLE TESTIMONY AND FROM OTHER SOURCES. THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN NATURE.
ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE, THE EXISTENCE OF WHICH ARE UNKNOWN TO JAMES
BERNARDO LAND SURVEYING, LLC. THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE FIELD DETERMINED
AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR TO CONSTRUCTION. CALL BEFORE YOU DIG 1-800-922-4455.
MAP REFERENCES:
LIMITED PROPERTY SURVEY SHOWING A PORTION OF LAND OF NDKLP MONTVILLE ASSOCIATES, LLC PODURGIEL DRIVE
UNCASVILLE, CONNECTICUT DATE: AUGUST 10, 2010 BY JAMES BERNARDO LAND SURVEYING, LLC.
IMPROVEMENT LOCATION SURVEY
16 PODURGIEL DRIVE
MONTVILLE, CON ECTI CU T
PROPERTY OF
ALLIED DEVELOPMENT PARTNERS LL
DATE: SCALE:
JB JANUARY 24, 2011 1 "= 20'
BY DRAWN BY: DRAWING NO: SHEET NO.
JB 1 10003-1 1 OF 1