HomeMy WebLinkAboutPlan (2)PROPOSES
PANED APRON
PROPOSED
S[ ' W ER. TIE -IN.
DEPTH -5.0'±
SEE NOTE #8)
E SITE DATA TABLE - ZONE R20
E ITEM REQUIRED PROVIDED
PROPOSED
20,000 S.F.
WATER TIE-IN
LOT FRONTAGE
SEE NOTE #8)
184.70 FT. (EXIST.)
FRONTYARD
58.21
951 -4 -(HOUSE)
REAR YARD
i
961± (DECK)
PROPOSES
PANED APRON
PROPOSED
S[ ' W ER. TIE -I N.
DEPTH -5.0'±
SEE NOTE #8)
E SITE DATA TABLE - ZONE R20
E ITEM REQUIRED PROVIDED
LOT ARJ 20,000 S.F. 41,463 SF +/- (EXIST.)
LOT FRONTAGE 100 FT. 184.70 FT. (EXIST.)
FRONTYARD 40 FT. 951 -4 -(HOUSE)
REAR YARD 40 FT. 961± (DECK)
SIDE YARD (NORTH) 15 FT. 67±
SIDE YARD (SOUTH) 15 FT. 70'±
BUILDING HEIGHT 3-5 FT. 26 FT.
N/F
MICHAEL E. TOMASZEK &
PATRICIA TOMASZEK
VOL. 123 PG. 396
226.00'
AFG S7 N 70037'24" W
GRAVEL DRIVEWXY ------ ------------------------------
N/F
KEVIN A, PERKINS &
CYNT141A E PERKINS
VOL. 330 PG. 034
LEQEND;
18-057
VOL, VOLUME
PG. PAGE
NIF NOW OR FORMERLY
S.F. SQUARE FEET
M.S. MERESTONE
IPIN IRON PIN
REC. RECOVERED
SmH SANITARY MANHOLE
EX. EXISTING
BIT, BITUMINOUS
62 EXISTING CONTOUR
4_6_2_ --— PROPOSED CONTOUR
58AK EXISTING SPOT ELEVATION
63.5x PROPOSED SPOT ELEVATION
IVIN
SET
N/F
JAMES H. BUTLER
42 LATHROP ROAD
APPROXIMATE LOCATION
OF SEWERAND WATIR
STONE
KION. REC.
TO MY KNOWLEDGE AND BELIEF. THIS NLkP IS SUBSTANTIALLY CORRECT
HM4.4ASNOTEDf_ff11F0N.p ' SjT VALID WITHOUT A LIVE SIGNAtuRE
AN4aT-EmOSSEV SEAk OF HE URVEYOR HEREON.
RICHARD A. DESCHAMPS L.S. -70019 DAY
EROSION AND SEDIMENT CONTROL PLAN:
1. CLEARING, GRUBBING, AND GRADING OF THE PROPOSED SITE
TO BE LIMITED TO AREAS ADJACENT TO TIME PROPOSED 14OUSE
AND DRIVEWAY,
2, DISTURBED AREAS TO BE LOAMEN, SEEDED, AND MULCHED.
3. ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED
WITH HAYBALES OR. SILT FENCE,
4. ALL CUT AND FILL, SLOPES ARE NOT TO'EXCEED 3:1 SLOPES.,
5, PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE
TOWN OF MONTVILLE SHALL BE NOTIFIED WHEN SEDIMENT
CONTROL MEASURES ARE IN PLACE SO T14AT THE INSPECTION
CAN OCCUR.
6. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATION
AND MAINTENANCE OF ALL REQUIRED SEDIMENT CONTROL
MEASURES THROUGHOUT CONSTRUCTION.
7, DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH
WATER, AND IF NECESSARY THE APPLICATION OF CALCIUM CHLORIDE.
TEMPORARY VEGETATIVE COVER:
MULCHES APPLICATION RATE NOTES
PER 1000 S.F.
STRAW/HAY 70-90 lbs, FREE FROM WEEDS
AND COARSE MATTER
WOOD CHIPS 185-275 Ibs. FRI,"E OF COARSE MATTER
AIR DRIED, TREAT WITH
PLANTiNcj SCHEDULE: 121bs NITROGEN / TON
SEEDING DATES:
APRIL 1------- JtNE 15
AUGUST I ------ SEPTEMBER 15
SEED MIXTURE:
45% RED FESCUE
45% KENTUCKY BLUE GRASS
10% PERENNIAL RYE
FILTER
18-057
FABRIC—
R.A,D.
DATE:
ANGLE 100 UP SLOPE
POST FOR STABILITY ANDI
f,l 1
a SELF, CLEANING
REVISIONS
COMPACTED
BACKFILL---' L
SILT FENCE
NOT TO SCALE
PROJECT NO, 18-057
DRAWN BY: R.A,D.
DATE: 6/21/18
SCALE: 1"=20'
SHEET 10F1
REVISIONS
20 10 0 20
GRAPHIC SCALE IN FEET
4i
1 6=3
Picker
Pmd UnCOSV
F3_72
covir$
Pond
PROPERTY
LOCATIONNIAP
1000 500 0 1000
GRAPHIC SCALE IN FEET
OWNER/APPLICANT:
SUNMAR-RAF BUILDERS, LLC
ATT: RICHARD FRANKLIN
511 MOHEGAN AVENUE PARKWAY
QUAKER HILL, CT 06375
1-E-pdy—
NOTES:
1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT,
STATE AGENCIES SECTIONS 20-300b-1. THROUGH 20-300b-20 AND THE "STANDARDS
FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE
CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC, ON SEPTEMBf,R 26, 1996.. IT
IS A PROPERTY SURVEY BASED ON A RESURVEY AND CONFORMS TO 110RIZONTAL
ACCURACY CLASS A-2,
2. FOR SUBJECT PROPERTY REFERENCE IS MADE TO THE TOWN OF MONTVILLE LAND
RECORDS VOLUM"_35 - PAGE 563.
3. TOTAL AREA OF PROPERTY - 41,463 SQUARE FEET± (0.95 ACRES).
4. THE PROPERTY IS LOCATED IN ZONING DISTRICT R-20.
5. THE PROPERTY IS SHOWN ON ASSESSORS MAP 70 -LOT 106,
6. TOPOGRAPHIC INFORMATION SHOWN COMPLIES WITH T-2 MAPPING STANDARDS,
BASE FOR ELEVATIONS: N,G,V.D. 1929,
7. THE PROPOSED RESIDENCE IS TO BE SERVICED BY MUNICIPAL SEWER AND WATER.
8. CONTRACTOR SHOULD COORDINATE THE SANITARY SEWER LINE AND WATER LINE
CONNECTIONS WITH THE PROPER TOWN AGENCY. THE ELEVATION OF THE SEWER
CONNECTION SHOULD BE VERIFIED PRIOR TO THE INSTALLATION OF THE SEWER SERVI
MM REFERENCE:
PROPERTY SURVEY PREPARED FOR JAMES 1-, BUTLER & JOHNNY A. BUTLER, #40*
LATHROP ROAD, MONTVILLE, CONNECTICUT, SCALE: 1"=30', DATE: 3/20/13,
PREPARED BY ADVANCED SURVEYS, LLC.
44 LATHROP ROAD
UNCASVILLE) MONTVILLE, CONNECTICUT
ADVANCED SURVEYS? LLC.
25 Apple La
I
ne, Colchester CT. 06415
Phone & Fax (860) 267-5979
N
W E
S