HomeMy WebLinkAboutSite PlanLEGEND:
VOL.
VOLUME
PG.
PAGE
N/F
NOW OR FORMERLY
S.F.
SQUARE FEET
DH
DRILL HOLE
MON
MONUMENT
IPIN
IRON PIN
REC.
RECOVERED
SMH
SANITARY MANHOLE
— — — 64 — — —
EXISTING CONTOUR
—tl 64I
PROPOSED CONTOUR
— .0 - — • • — - U. —
PROPOSED UTILITIES
PROPOSED SILT FENCE BARRIER
----- FD
PROPOSED FOOTING DRAIN
•
IRON PIN OR DRILL HOLE TO BE SET
NOTE: DRIVEWAY SIGHTLINES EXCEED
300' IN BOTH DIRECTIONS
PROPOSED
UTILITY POLE PROVIDE PAVED APRON &
NON -TRACKING
RELOCATE CONSTRUCTION ENTRANCE
"25"MPH SIGN (SEE DETAIL)
IF NEEDED SANITARY LINE
-' CONNECTION
WATER LINE WATER LINE (SEE NOTE #3)
CONNECTION BENCHMARK
ES CONNECTION # S (SEE NOTE N N ES TOP OF IRON PIN
#1002 (SEE NOTE #3) �3 ® #3503 ELEV.-63.80
--•— —.— EX. TELE-- ------ --- -- -- — — --.-- — —• —— -- —
EX. WATER MAIN DOCW ROAD
/
! —
''TIE INTO"'
,_� MH _ — — EX. 8" SEWER MAIN— ' S_TUSEWER
D 6 �)
3 x63 N', x62.4 r- —
WG F
— — r— _ I • _
--
,64,�-- ----------- —
�_�..,.r64:Sx REC
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p9o° n ° ptifl� �' 64.8x`
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Of
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PROPOSED I' ` PROPOSED
`( DRIVEWAY I i ` ` DRIVEWAY j I
INSTALL & MAINTAIN A CONTINUOUS
,tee_
7 /777Nw77 LINE OF SILT FENCE (SEE DETAIL)
63.5x PROPOSED PROPOSED
- RESIDENCE N<`I RESIDENCE
INSTALL & MAINTAIN A CONTINUOUS `,F.F•-72.5 / F.F.-73.0
LINE OF SILT FENCE (SEE DETAIL) �BSM'T FL -63. I v
V( 5
I BSM T FL -64.0,
_
1 H
DEC / r DECK
b
63
PROPOSED �/
��� LIMITS OF j rI
CLEARING
AFD
FD
/��� I �°� '
10' 10' t / EDGE OF LAWN
'�I (ENCROACHMENT)
61.E
' I f GARAGE
I i -
LOTti # 101 1, _ _ a LOT #101-2
#l3 DOCK. ROAD I I 415 DOCK ROAD
1 ! { I I
1 I
6
4'
N/F
N/F r I I' I I REGINALD ORBE, JR &
DAVID A. JALBERT, ET AL �,� '� /� cf �� �� I ( KAREN G. ORBS
VOL. 621 PG. 196 \ I ,� , �I I I VOL. 207 PG. 838
(MAP 70 - LOT 101) i r ��� J I SHED (MAP 70 - LOT 100)
i
I
I � I
I
I
WFP
� � I
� t 7
40'
40
REMAINS OF
/WIRE FENCE
— — ` IPIN
r
� REC.
SHED
I
N/F I
JAMES HENRY BUTLER
VOL. 585 PG. 832
(MAP 70 - LOT 107)
``e���ilOF C
Uti t 11 tlry����i
TV MY K1 GANH
RI -CHARD A. DESCHAMPS
[EF, THIS MAP IS SUBSTANTIALLY CORRECT
IS NOT VALID WITHOUT A LIVE SIGNATURE
THE SURVEYOR HEREON,
t
:: l
L.S. #70019 1 DATE
LOT DEVELOPMENT NOTES:
1. IMPROVEMENTS DEPICTED ON THIS PLAN ARE CONCEPTUAL ONLY AND ARE INTENDED
TO DEMONSTRATE LOT DEVELOPMENT FEASIBILITY. INDIVIDUAL SITE DEVELOPMENT
PLANS MAY BE REQUIRED TO OBTAIN PERMITS FOR CONSTRUCTION.
2. PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED
IN THE DEVELOPMENT OF THIS PLAN.
3. 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 SERVICE.
4. DRIVEWAYS SHALL HAVE A PAVED APRON INSTALLED 10' FROM EDGE OF ROAD.
DRIVEWAYS GRADED OVER 10% SHALL BE PAVED.
MILL ENTIRE TEMP.
APPLY HOT PAVEMENT PATCH AND 18" NEW 2" MIN. COMPACTED
JOINT SEALER TO BEYOND PREVIOUS CLASS 2 BITUMINOUS CONCRETE
ALL MILLED EDGES SAWCUT IN ALL PLACED IN A SINGLE UFT
DIRECTIONS
EXIST, ROAD (WIDTH VARIES)
EXIST.
SURFACE /— SUERFA GAD
FII.' 'r•; r.°' �I
'!• .'4`' •' �'
BOTTOM 2" OF TEMP.
APPLY TACK COATING
PATCH TO REMAIN
TO ALL MILLED SURFACES
PRIOR TO PAVING
NOTE
w '
EDGE OF
TRENCH 1. MILLING LINES SHALL BE
STRAIGHT AND NEAT.
2. HUMPING OF PERMENANT
PATCH SHALL U2I BE
`.•
ALLOWED.
3. PATCH SHALL BE
CONSTRUCTED TO BE
INDISTINGUISHABLE WHEN
CROSS—SECTION
TRAVELING OVER IT BY
MOTOR VEHICLE AT
POSTED SPEED LIMIT.
PAVEMENT REPAIR DETAIL
ELECTRICAL, TELEPHONE AND
CABLE TELEVISION SERVICE
CROSS SECTION
NOT TO SCALE
FIMSHED GRADE
UTILITY TRENCH
CROSS SECTION
NOT TO SCALE
APPROVED BY THE TOWN OF MONTVILLE PLANNING & ZONING COMMISSION
CHAIRMAN OR SECRETARY DATE
APPROVED BY THE MONTVILLE WATER POLLUTION CONTYROL AUTHORITY
SIGNATURE DATE
DATE OF COMPLETION OF ALL WORK
SIGNATURE DATE
PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN
CONSIDERED IN DEVELOPMENT OF THIS PLAN
SIGNATURE DATE
EROSION AND SEDIMENT CONTROL PLAN:
1. CLEARING, GRUBBING, AND GRADING OF THE PROPOSED SITE
TO BE LIMITED TO AREAS ADJACENT TO THE PROPOSED HOUSE
AND DRIVEWAY.
2. DISTURBED AREAS TO BE LOAMED, 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 ZONING ENFORCEMENT OFFICER
OF TOWN OF MONTVILLE SHALL BE NOTIFIED WHEN SEDIMENT
CONTROL MEASURES ARE IN PLACE SO THAT 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
PER 1000 S.F.
STRAWMAY 70-90 lbs.
WOOD CHIPS 185-275 lbs.
PLANTING SCHEDULE:
SEEDING DATES:
APRIL 1------- JUNE 15
AUGUST 1------ SEPTEMBER 15
SEED MIXTURE:
45% RED FESCUE
45% KENTUCKY BLUE GRASS
10% PERENNIAL RYE
FILTER
FABRIC
NOTES
FREE FROM WEEDS
AND COARSE MATTER
FREE OF COARSE MATTER
AIR DRIED, TREAT WITH
12lbs NITROGEN /TON
ANGLE 100 UP SLOPE
POST I FOR STABILITY AND
1p�o SELF CLEANING
COMPACTED
BACKFILL
NOT TO SCALE
''/c
CONSTRUCTION ENTRANCE
NOT TO SCALE