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PROJECTQBADING,
EROSIQN AND SEDIMENT CONTROL NOTES:
1. THIS i' THE CONSTRUCT10N• ON
1.85 ACRE PARCEL OF LAND. SOIL DISTURBANCE SHALL CONSIST OF: EXCAVATION
FOR THE HOME FOUNDATION, EXCAVATION FOR UTILTIES, EXCAVATION FOR ON-SITE
SEPTIC AND GRADING ASSOCIATED• r DRIVEWAY
INSTALLATION.•. EXPECTED TO BEGIN IMMIDIATELY AND SITE STABILIZATION
SHOULD• r BY THE FALL OF • .
ASSOCIATED CONSTRUCTION CONCERNSr
TRACKING- ONTO ADJACENTREUVENALREADY
BEEN CONTROLLED WITH THE USE OF A STONE CONSTRUCTION ENTRANCE.
B. POTENTIAL EROSION OF • SLOPES:
TO HELP STABILIZE ANY STEEP SLOPES, JUTE NETTING WILL BE
INSTALLED ON ANY SLOPES- THAN 2:1 IMMEDIATELY AFTER FINISH
GRADES ARE ESTABLISHED. SLOPES WILL BE COMPACTED IN 12 INCHES LIFTS,
MAXIMUM, OF STRUCTURAL BACKFILL.
C. POTEN11AL EROSION • DISTURBED AREAS:
EXISTING r r IN ACCORDANCEAPPROVED
PLACEE&
S PLAN ON THE RECORD SUBDIVISION WILL BE INSPECTED AND REPAIRED IF
D. TEMPORARY DEWATERING OF FOUNDA11ON HOLE DURING CONSTRUCTION. ALL
EXCAVATION WILL TAKE DURING THE DRY SEASON.
DEWATERING CONTRACTOR SHALL TAKE ALL NECCESARY
PRECAUTIONS TO ENSURE THAT SEDIMENT•rr - IS NOTDISCHARGED
DIRECTLY r
2. CONSTRUCTION SEQUENCE FOR EROSION CONTROL DURING LOT DEVELOPMENT.
A. NO FURTHER ACTIVITY SHALL TAKE PLACE ON -•
SEDIMENT • .• ARE INSPECTED AND REPAIRED
B. NO ADDITIONAL CLEARING• r MAT WAS PERVIUOSLYPERMITTED, AND COMPLETED,
IS REQUIRED •HOUSE CONSTRUCTION.
1. INSPECT AND REPAIR ANY FAILING E & S MEASURES.
2. REMOVE r STOCKPILE TOPSOIL/FILL TO STOCKPILE REQUIRED.
3. EXCAVATE AND/OR FILL WORK SITE TO SUB GRADE LEVEL. FILL WILL
BE PLACED ANDCOMPACTED IN 8 INCH LIFTS • r- • OF
BRUSH, RUBBISH, LOGS, BUILDING DEBRIS, OR ANY OTHER
OBJECTIONABLE• r A PERIODICALLY
WATER TO MINIMIZE DUST.
C. LOT GRADING• •' ! THE FOLLOWING• -
AREAS1.
SOIL AND VEGETATED SLOPES SHALL NOT BE STEEPER THAN 2:1. SEE
NOTES BELOW FOR VEGETATION RECOMMENDATIONS.
2. LAWN • 4. STEEPER
THE FOLLOWING SBOLS/ABBREVIAll ONS
MAY APPEAR ON THIS DRAWING
AC ACRES
BF BASEMENT FLOOR
BIT BITUMINOUS
BCLC BITUMINOUS CONCRETE LIP CURBING
CONC CONCRETE
DIA DIAMETER
DB DISTRIBUTION BOX
EP EDGE OF PAVEMENT
ELEV ELEVATION
FF FINISHED FIRST FLOOR
LF LINEAR FOOT
MIN) MINIMUM
MA MORE OR LESS
N/F NOW OR FORMERLY
PVC POLY VINYL CHLORIDE
SCH40 SCHEDULE 40
5.4x SPOT ELEVATION
SF SQUARE FEET
TR TO REMAIN
TBR TO BE REMOVED
TYP TYPICAL
P-5
SOIL PERC TEST LOCATION
THB
SOIL DEEP TEST LOCATION
7. THIS PLAN REPRESENTS THE LOCATION OF THE BOUNDS AND SITE CONDITIONS DETERMINED BY
TREE
FIELD SURVEY ON MARCH 20, 2013. RECORD TITLE AND ADJOINER INFORMATION WAS OBTAINED
BUILDING SETBACK LINE
FROM TAX ASSESSOR AND LAND EVIDENCE RECORDS ON MARCH 5, 2013.
CLEARING LIMIT LINE
8. UNDERC'ROUND UTILITY, STRUCTURE AND FAVI_Ulf LOCA IONS DEPICTED AND NOTED HEREON
EXISTING TREELINE
158- - - - - EXISTING CONTOUR
15 ---- NEW CONTOUR
THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN NATURE. ADDITIONALLY, OTHER SUCH
SEDIMENT FENCE
FEATURES MAY EXIST ON TIME SITE, THE EXISTENCE OF WHICH ARE UNKNOWN TO JAMES BERNARDO
m-° -°-- -- STORM DRAIN PIPE
STONE WALL
S SANITARY SEWER
W WATER
3. PERMANENT MULCHING SHALL NOT BE PLACED ON SLOPES STEEPER
THAN 3:1.
4. JUTE NETTING OR EQUAL SHALL BE PLACED ON SLOPES STEEPER
THAN 3:1.
E. ALL DISTURBED AREAS NOT COVERED BY BUILDINGS & DRIVEWAYS
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.
F. ALL GRADED AREAS WITH SLOPES STEEPER THAN 3 HORIZONTAL TO 1
VERTICAL, OR AS DIRECTED, SHALL BE STABILIZED WITH JUTE NETTING.
G. RECOMMENDED SEED MIXTURE: FUTURA 2000 BY THE CHAS C. HART
CO. CONTAINING THE FOLLOWING VARIETIES OF PERENNIAL RYEGRASSES:
FIESTA ii, BLAZER II, DASHER II AND EXPRESS. A SEEDING RATE OF
5 - 7 LBS PER 1000 SF IS RECOMMENDED.
H. RECOMMENDED SEED MIXTURE FOR SLOPES THAT WILL NOT BE MOWED:
45 LBS CREEPING RED FESCUE, .05 LBS REDTOP, 35 LBS CROWN VETCH
WITH A RATE OF .85 LBS PER 1000 SF.
I. GRADED AREAS STEEPER THAT 3:1 SHALL BE STABILIZED WITH EROSION CONTROL
BLANKETS AND SEEDED WITH THE FOLLOWING:
LBS/1000
SQ FT
CREEPING RED FESCUE 2.50
REDTOP (STREEKER, COMMON) .25
PERENNIAL RYE GRASS 2.50
5.25
J. EROSION CONTROL DEVICES FOR LOT DEVELOPMENT SHALL BE MAINTAINED
BY THE DEVELOPER UNTIL LOT IS STABILIZED. DEVELOPER SHALL PERFORM
FINAL CLEANING AND REMOVAL OF EROSION CONTROL DEVICES.
K. IT SHALL BE THE RESPONSIBILITY OF LEE WATROUSI (HABITAT FOR HUMANITY)
860-912-7.766 TO ENSURE PROPER IMPLEMENTATION OF THE SOIL EROSION AND
SEDIMENT CONTROLS AS SHOWN ON THIS PLAN; AND SHALL INCLUDE BUT NOT BE
LIMITED TO, INSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING
ALL PARTIES OF SUCH REQUIREMENTS AND NOTIFICATION OF ANY TRANSFER OF THIS
RESPONSIBILITY TO OTHER PARTIES. E & S MEASURES SHALL BE INSPECTED
PERIODICALLY AND ESPECIALLY AFTER MAJOR STORM EVENTS. ANY E & S MEASURES
THAT ARE FOUND UNSATISFACTORY SHALL BE REPAIRED/REPLACED IMMEDIATELY.
R=13.37'
L=18.34'
TAN=10.94'
78'35'03"
CH=16.94'
N12'04'59"E
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ra
N /F
ROGER P JACQUES
348 MAPLE AVE #A
VOLUME 333 PAGE 809
2z \
CONNECT FOOTING DRAIN TO CB
A CLEAN WATER DISCHARGE
PERMIT WILL BE REQUIRED FROM
THE TOWN OF MONTVILLE PUBLIC
WORKS DEPARTMENTi--,-
N /F
ROGERP JAC UESQ
348 MAPLE AVE #A
VOLUME 333 PAGE 809
S 521
13 '
loe'
i
44'3723" W
1 95'
P t 1 t i A
S 35'05'01"
8.50' I ( e
L i ' N
N t
d
o- j >
f- --- - -240® .."',
APPROXIMATE LIMIT OF i
INLAND WETLANDS 4-\ L
hry
GE AND BELIEF THIS MAP IS
JA -MES LAND SURVEYING LLC
TED HEREON. 102A SPITHEAD ROAD Zo 0 o
GF APHIC scaLE
TER FORD,
20 40
CONNECTICUT 06385
4-03-13(860)447
7 21-
0236 c IN FEET0i .. __ . >
ik AMP °
ATE V 7WW,JBSURVEY.COM J1 inch = 20 ft.
so
CB
TF=247.9
D
e
MENT
5
44'02'50" W
6.43'
oe
N /F
0" W ARLENE C WILCOX
340 MAPLE AVE
VOLUME 180 PAGE 823
ffm
LOCA'nON •r 0 500 1000
SCALE: 1"=500' GRAPHIC SCALE IN - FEET
iiia
NOTES.
N 0Tf-:
THIS PARCEL CONTk5' INLAND WETLANDS SOILS, ANY
ACTIVITY WTH N I-OF THE INLAND WETLANDS MAY REQUIRE
TOWN OF VONTV LLE iNLAND WETLANDS COMMISSION REVIEW
AND APPROVAL. PFICR TO COMMENCING OF WORK CONTACT
TOWN OF MON TVI LLE 860-848-8549 X379.
LOCATION SURVEY, THE BOUNDARY DETERMINATION CATEGORY IS DEPENDENT RESURVEY AND THE
MINIMUM
2z \
CONNECT FOOTING DRAIN TO CB
A CLEAN WATER DISCHARGE
PERMIT WILL BE REQUIRED FROM
THE TOWN OF MONTVILLE PUBLIC
WORKS DEPARTMENTi--,-
N /F
ROGERP JAC UESQ
348 MAPLE AVE #A
VOLUME 333 PAGE 809
S 521
13 '
loe'
i
44'3723" W
1 95'
P t 1 t i A
S 35'05'01"
8.50' I ( e
L i ' N
N t
d
o- j >
f- --- - -240® .."',
APPROXIMATE LIMIT OF i
INLAND WETLANDS 4-\ L
hry
GE AND BELIEF THIS MAP IS
JA -MES LAND SURVEYING LLC
TED HEREON. 102A SPITHEAD ROAD Zo 0 o
GF APHIC scaLE
TER FORD,
20 40
CONNECTICUT 06385
4-03-13(860)447
7 21-
0236 c IN FEET0i .. __ . >
ik AMP °
ATE V 7WW,JBSURVEY.COM J1 inch = 20 ft.
so
CB
TF=247.9
D
e
MENT
5
44'02'50" W
6.43'
oe
N /F
0" W ARLENE C WILCOX
340 MAPLE AVE
VOLUME 180 PAGE 823
ffm
LOCA'nON •r 0 500 1000
SCALE: 1"=500' GRAPHIC SCALE IN - FEET
iiia
ALL OFF --SET DIMENSIONS PROVIDED ARE MEASURED TC -rE ROOF OVERHAN __z.
II10 DESCRIPTION
REVISIONS
GRACE
wnnn Dns r
NOTE: PREMANUFACTURED FENCE MAY BE USED.
SMIMENT FENCE
NOT TO SCALE
W
ENCE
ZONING LOCATION SURVEY
344 MAPLE AVENUE
UNCASVILLE, CONNECTICUT
PROPERTY OF
HABITAT FOR HUMANITY OF
SOUTHEASTERN CONNECTICUT, INC.
DATE:
MARCH 30. 2013
SC AL E
1 " =20'
BY WN
JB
DR-
AWING13002-1
SHEET NO.
1 OF 1
IFV
NOTES.
EXISTING DRIVEWAY CUT
INSTALL NEW PAVED APRON 1. THIS PLAN AND THE SURVEY IT IS BASED ON HAVE BEEN PREPARED IN ACCORDANCE WITH THE
REQUIRED
REGULATIONS OF CONNECTICUT STATE AGENCIES, SECTIONS 20-30OB-1 THROUGH 2O-3008-20,
R-OSED
MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" ENDORSED BY THE
INSTALL TEMPORARY CONSTRUCTION CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THE TYPE OF SURVEY IS A ZONING
DURING SITE CONSTRUCTION LOCATION SURVEY, THE BOUNDARY DETERMINATION CATEGORY IS DEPENDENT RESURVEY AND THE
MINIMUM
HORIZONTAL ACCURACY CONFORMS TO CLASS A-2. TOPOGRAPHIC SURVEY IS CLASS T-2 AND THE
150'
VERTICAL ACCURACY CONFORMS TO CLASS V-2.
r NO DECLARATION IS EXPRESSED OR IMPLIED BY THIS MAP OR COPIES THEREOF UNLESS THE PRINT
FRONT YARD
BEARS THE IMPRESSION TYPE SEAL AND ORIGINAL LIVE SIGNATURE OF THE SURVEYOR WHOSE NAME
116.44'
AND REGISTRATION NUMBER APPEARS BELOW OR THEREON.
MINIMUM
2. REFERENCE IS MADE TO TOWN OF MONTVILLE LAND EVIDENCE RECORDS VOLUME 575 AT PAGE
15'
566 FOR A WARRANTY DEED DATED AUGUST 9, 2012 REGARDING RECORD TITLE TO THE SUBJECT
38'
PROPERTY.
REAR YARD
3. THE SUBJECT PROPERTY IS LOCATED ENTIRELY WITHIN THE R-40 ZONE DISTRICT.
133'
4. BY GRAPHICAL DEPICTION ONLY, THIS PARCEL LIES WITHIN FLOOD HAZARD ZONE X (UNSHADED)
AS SHOWN ON "NATIONAL FLOOD INSURANCE PROGRAM FLOOD INSURANCE RATE MAP NEW LONDON
N/K
COUNTY, CONNECTICUT PANEL 334 OF 554, COMMUNITY: MONTVILLE, TOWN OF, MAP NUMBER:
qAA 09011C0334G EFFECTIVE: JULY 18, 2011, FEDERAL EMERGENCY MANAGEMENT AGENCY".
I q
INSTALL TEMPORARY y 5. THE SUBJECT PROPERTY IS SHOWN ON THE TOWN OF MONTVILLE TAX ASSESSOR MAP 23 AS
SEDIMENT FENCE LOT 28 AND HAS AN ASSIGNED STREET ADDRESS OF 344 MAPLE AVENUE.
6. THE BASIS FOR BEARING'S IS MAGNETIC NORTH BASED ON A MAGENTIC COMPASS READING
OBSERVED ON-SITE ON MARCH 20, 2013.ELEVATIONS ARE BASED ON APPROXIMATE NGVD29 DATUM
r_ AS SHOWN ON THE TOWN OF MONTVILLE SANITARY SEWER PLANS.
7. THIS PLAN REPRESENTS THE LOCATION OF THE BOUNDS AND SITE CONDITIONS DETERMINED BY
FIELD SURVEY ON MARCH 20, 2013. RECORD TITLE AND ADJOINER INFORMATION WAS OBTAINED
FROM TAX ASSESSOR AND LAND EVIDENCE RECORDS ON MARCH 5, 2013.
Itis 8. UNDERC'ROUND UTILITY, STRUCTURE AND FAVI_Ulf LOCA IONS DEPICTED AND NOTED HEREON
SE 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 TIME 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.
9. MAPLE AVENUE WAS CONVEYED IN A DEED FROM BENJAMIN COMSTOCK DATED SEPTEMBER 22,
1770 AND RECORDED IN NEW LONDON EVIDENCE RECORDS VOLUME 18 AT PAGE 223 AND IS
DEFINED AS BEING TWO RODS (33') WIDE
10. THE EXISTING DUG WELL SHALL BE FILLED IN ACCORDANCE WITH REGULATORY REQUIREMENTS. THEIR
ARE NO APPARENT WELLS WITHIN 75' OF THE NEW DUG WELL,
ALL OFF --SET DIMENSIONS PROVIDED ARE MEASURED TC -rE ROOF OVERHAN __z.
II10 DESCRIPTION
REVISIONS
GRACE
wnnn Dns r
NOTE: PREMANUFACTURED FENCE MAY BE USED.
SMIMENT FENCE
NOT TO SCALE
W
ENCE
ZONING LOCATION SURVEY
344 MAPLE AVENUE
UNCASVILLE, CONNECTICUT
PROPERTY OF
HABITAT FOR HUMANITY OF
SOUTHEASTERN CONNECTICUT, INC.
DATE:
MARCH 30. 2013
SC AL E
1 " =20'
BY WN
JB
DR-
AWING13002-1
SHEET NO.
1 OF 1
IFV
ZONE R-40
ZONING COMPLIANCE CHART
REQUIRED EXISTING R-OSED
MINIMUM LOT AREA 28,782 SQ FT M/_ 26 782 SC F- Y /L
MINIMUM FRONTAGE 150' 222.69' 426.94'
MINIMUM FRONT YARD 50' 116.44' 1' 6.44'
MINIMUM SIDE YARD 15' 31' 38'
MINIMUM REAR YARD 50' 133' 36'
MAXIMUM HEIGHT 35' N/K 24' M,/L
ALL OFF --SET DIMENSIONS PROVIDED ARE MEASURED TC -rE ROOF OVERHAN __z.
II10 DESCRIPTION
REVISIONS
GRACE
wnnn Dns r
NOTE: PREMANUFACTURED FENCE MAY BE USED.
SMIMENT FENCE
NOT TO SCALE
W
ENCE
ZONING LOCATION SURVEY
344 MAPLE AVENUE
UNCASVILLE, CONNECTICUT
PROPERTY OF
HABITAT FOR HUMANITY OF
SOUTHEASTERN CONNECTICUT, INC.
DATE:
MARCH 30. 2013
SCALE
1 " =20'
BY WN
JB
DR-
AWING13002-1
SHEET NO.
1 OF 1
IFV