HomeMy WebLinkAboutSite PlanNOTE: 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 ES TOP OF IRON PIN
#1003 (SEE NOTE #3) ES
#1002 (SEE NOTE #3) #3503 ELEV.-63.80
--•--•— EX. TELE MAIN .-- — .-- —•— '.—_..—.— — —...-- -- _
EX. WATER MAIN DOCK' ROAD
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SMH I TITSEWER
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EX. 8" SEWER MAIN- ' -
63.6xx63 � �) -�_- -
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w• �� �� �' w �� / WALL
d I I t �
� I
I' - I ': �� PROPOSED l
( PROPOSED < DRIVEWAY 1
DRIVEWAY I� I
! i
, i INSTALL & MAINTAIN A CONTINUOUS
' -_ 1 LINE OF SILT FENCE (S:BE DETAIL)
63.5x PROPOSED PROPOSED
RESIDENCE I I-\ I RESIDENCE
INSTALL & MAINTAIN A CONTINUOUS reF.F.-72.5 F•F.-73.0
FL -63.5'
LINE OF SILT FENCE (SEE DETAIL) BSMT 1
BSM'T FL -64.01 \
t I-Zlllll4zzzzlz
�LZECK J 4 I DECK
PROPOSED
LIMITS OF j
CLEARING
IFD �.� / FD
(0 V
` ' \EDGE OF LAWN
/ l�r. 1 I'\' ,. -• . fl_ 10' 10' � [ `/ (ENCROACHMENT)
fi
L
% GARAGE
LOT,#101-1,_ LOT #101-2
# -3 DOCK ROP #15 DOCK ROAD
f
1 I i r 4 N/F
N/F I ! ` \/ I j ` �� REGINALD ORBS, JR &
0� > > J
DAVID A. JALBERT, ET AL (, � � / � / � ( I KAREN G. ORBE
VOL: 621 PG. 196 \ I ,� !/ / �` I I VOL. 207 PG. 838
(MAP 70 - LOT 101) /! {// J! �, I SHED (MAP 70 - LOT 100)
I i �
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V v 40' '
RFM�AINS OF�
63---- - _ i �\ /WIDE FENCE
- - ` I IPIN
63
SHED I
I
N/F 1
JAMES HENRY BUTLER
VOL. 585 PG. 832
(MAP 70 - LOT 107)
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.
ELECTRICAL, TELEPHONE AND �� FINE SAND .
CABLE TELEVISION SERVICE :•
1211 12" _
IN MIN
UTILITY TRENCH
CROSS SECTION
NOT TO SCALE
APPROVED BY THE TOWN OF MONTVILLE PLANNING & ZONING COMMISSION
CHAIRMAN OR SECRETARY
DATE
VOL.
MILL ENTIRE TEMP.
FABRIC
APPROVED BY THE MONTVILLE WATER POLLUTION CONTYROL AUTHORITY
APPLY HOT PAVEMENT
JOINT SEALER TO
PATCH AND 18";.
BEYOND PREVIOUS NEW 2" MIN. COMPACTED
CLASS 2 BITUMINOUS CONCRETE
POST
ALL MILLED EDGES
SAWCUT IN ALL
DIRECTIONS PLACED IN A SINGLE LIFT
NOW OR FORMERLY
(WIDTH VARIES)
S.F.
SQUARE FEET
EXIST. ROAD
SURFACE
-
EXIST. ROAD
SURFACE
DRILL HOLE
I I—I
I
MON
MONUMENT
?•' .mot. BOTTOM 2" OF TEMP.
IPIN
APPLY TACK COATING
TO ALL MILLED SURFACES
�" PATCH TO REMAIN
'� " ' � � •. •' .
DATE OF COMPLETION OF ALL WORK
PRIOR TO PAVING
• '.:•'• • • `
SMH
SANITARY MANHOLE
NOBS
— — — 64 — — —
�, ;.:;..; • •.; EDGE OF f
TRENCH
I, MILLING LINES SHALL BE
64 I
'
STRAIGHT AND NEAT.
2. HUMPING OF PERMENANT
SIGNATURE DATE
— •U• — — u• —
PROPOSED UTILITIES
PATCH SHALL NM BE
PROPOSED SILT FENCE BARRIER
ALLOWED.
PASSIVE SOLAR ENERGY -,TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN
----- FD
3. PATCH SHALL BE
A , , O
-,;�� •y g�'�,�' EAL F H SURVEYOR HEREON.
CONSIDERED IND EL
P ENT OF I IS PLAN
CONSTRUCTED TO BE
IRON PIN OR DRILL HOLE TO BE SET
CROSS-SECTION
INDISTINGUISHABLE WHEN
TRAVELING OVER IT BY
MOTOR VEHICLE AT
RICHAkD A. DESCHAIVIPS L.S. #70019 DTE
SIGNATURE DATE
POSTED SPEED LIMIT.
PAVEMENT REPAIR DETAIL
CROSS SECTION
NOT TO SCALE
FINISHED GRADE
/
\\\
O
O
\\
O O
GRANULAR BACK FILL
co
o
T-0" MINIMUM
CLD,
ELECTRICAL, TELEPHONE AND �� FINE SAND .
CABLE TELEVISION SERVICE :•
1211 12" _
IN MIN
UTILITY TRENCH
CROSS SECTION
NOT TO SCALE
APPROVED BY THE TOWN OF MONTVILLE PLANNING & ZONING COMMISSION
CHAIRMAN OR SECRETARY
DATE
VOL.
VOLUME
FABRIC
APPROVED BY THE MONTVILLE WATER POLLUTION CONTYROL AUTHORITY
PG.
PAGE
POST
FOR STABILITY AND
N/F
NOW OR FORMERLY
S.F.
SQUARE FEET
BACKFILL
-
DH
DRILL HOLE
SIGNATURE DATE
MON
MONUMENT
IPIN
IRON PIN
DATE OF COMPLETION OF ALL WORK
REC•
RECOVERED
SMH
SANITARY MANHOLE
+++�""""�►���,,
— — — 64 — — —
EXISTING CONTOUR
•�CONN
64 I
PROPOSED CONTOUR
-
SIGNATURE DATE
— •U• — — u• —
PROPOSED UTILITIES
• •
= T'• w
T I; DG AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT
PROPOSED SILT FENCE BARRIER
AS &EIYlgE`n N='I'H � �AP S OT VALID WITHOUT A LIVE SIGNATURE
N
PASSIVE SOLAR ENERGY -,TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN
----- FD
PROPOSED FOOTING DRAIN
A , , O
-,;�� •y g�'�,�' EAL F H SURVEYOR HEREON.
CONSIDERED IND EL
P ENT OF I IS PLAN
®
IRON PIN OR DRILL HOLE TO BE SET
RICHAkD A. DESCHAIVIPS L.S. #70019 DTE
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
100PERENNIAL RYE
NOTES
FREE FROM WEEDS
AND COARSE MATTER
FREE OF COARSE MATTER
AIR DRIED, TREAT WITH
12lbs NITROGEN / TON
FILTER
FABRIC
ANGLE 100 UP SLOPE
POST
FOR STABILITY AND
II
100o SELF CLEANING
COMPACTED
', x N A
BACKFILL
-
NOT TO SCALE
/c
CONSTRUCTION ENTRANCE
NOT TO SCALE