HomeMy WebLinkAboutSite PlanVOL,
VOLUME
PG,
'PAGE
N/F
NOW OR FORMERLY
S.F.
SQUARE FEET
MON.
MONUMENT
IPIN
IRON PIN
REC.
RECOVER -ED
SMH
SANITARY MANHOLE
C13
CATCH BASIN
DMH
DRAINAGE MANHOLE,
TF
TOP OF FRAME
INV.
1'. NVERT
CL&P
CONNECTICUT LIGHT & POWER
SNET
SOUTHERN NEW ENGLAND TELEPHONE
CONC,
CONCRETE;
BCLC
BITUMINOUS CONCRETE LIP CURBING
RET.
RETAINING
TYP,
TYPICAL
200
EXISTING CONTOUR
x tI8.5
EXISTING SPOT GRADE
(fl."HER LAND OF
RAND WHITNEY REALTY, LLC
A
0 , L M PILE
QT 'T
EXIST, STAIRS
S'TONE PROPOSED
(SEE NOTES)
SLOPE
LIGHT POIJE
(SEE DETAIL))
'39.5
x2 -
x2 2.4
2404x
PROVIDE PAVED/ v.
I
)W
ALKNVAY PROVIDE STONE TRENCIJ
(SEE DETAIL) ALONG EDGE OF PAVEMENT
ALL DISTURBED AREAS TO BE (SEE DETAIL)
LOAMED AND SEEDED
/AT T TlTv.TlTPPPr-i AREA q TORP
OTHER LAND OF
LOAMED AND SEEDED
1AND WHITNEY REALTY, LLC
EXISTING
PAVE
EXISTING 4.
PAVED
D x24 j,j) _261
PARKING AREA j PARKING AREA
EXISTING STONE
RET. WALL
�molwigm
ANCHOR BOLTS
FINISTIED GRADE
18" DIAMETER
CONCRI.ITE --
SCHEDULE
40 PVC CONDUIT
.CQNClRlETlEBASE
CROSS'S CTIQN
NOT TO SCALE
v sTm
FILTER F
AJIPROV�J) BY THE TOWN OF;4ONTVILLE P kNNIN
CHAIRPERSON
224"�____j
TRENCTI
CROSS5ECTION
NOT TO SCALE
& ZONING COMMISSION
DATE
234
GR-MvIL BASE
8" DEPTH AFTER COMPACTION
PLACED IN 'TWO COURSES
BITUMINOUS CONCRETE
SIDEWALK
NOT TO SCALE
ENCHNEER DATE'
IS SUBSTANTIALLY CORRECT"
LOCATION MAP
1000 500 0 1000
GRAPHIC SCALE IN FEET
-NOTIES.1;
1, THIS SURVEY HASBEE.N PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT
STATE AGENCIES SECTIONS 20-300b-1 THROUGH 20-300b- AND THE, "STANDARDS
FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY T14E
CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26 `;1996, IT
IS A PROPERTY SURVEYBASED ON A RESURVEY AND CONFORMS TO HORIZONTAL
.ACCURACY CLASS A-2.
2, TOPOGRAPHIC INFORMATION SHOWN COM -PLIES WITH T-2MAPPING STANI, ARDS.
BASE IFOR LEVELS: APPROXIMATE N.G-,V.D. 1929.
3. THE PROPERTY IS LOCATED IN ZONING DISTRICT - I.
4, THE LOTS ARE SHOWN ON ASSESSOR.M.AP 82- LOTS 43 & 45.
5. ALL SITE WORK SHALL CONFORM TO THE TOWN OFMONTVILLE SITE, PLAN
STANDARLDS. (LATEST REVISION),
6. ALL LIN DERGROUND UTILITIES MAY NOT BE SHOWN, THE CONTRACTOR SHOULD
HAVE THE UTILITY LOCATIONS MARKED PRIOR TO CONSTRUCtl.ON'.
7. ALL DISTURBED AREAS ARE TO BE STABILZED WITH 4" (MINIMUM) OF TOPSOIL,
SEEDED \NITH GRASS AND MULCHED,
S. THE APPLICANT IS TO CONFIRM THE APPLICABLE CODE COMPLIANCE FOR THE
STAIR RAILING. ADTU`ST OR MODIFY AS NEEDED.
EROSION AND SEDITNEENT CONTROL PLAN:
- -_ 11 I—— - I _ 11 1 --- - 1111, 1. 1-1 11.1-1111
1; CLEARING, GRUBBING, AND GRADING OF THE PROPOSED SITE
TO 13E LIMITED TO AREAS TO THE EXISTING PAVED
PARKING AREAS.
2, DISTURBED AREAS TO BE LOAMED, SEEDED AND MULCHED.
3. ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED
WITH HAYBALES OR SILT FENCE, IF NEEDED,
4. ALL CUT AND FILL SLOPES ARE NOT TOP CEEI 3:1 SLOPES.
5. PRIOR TO SITE DISTURBANCE, THE REPRE SSENTATIVE OF THE
TOWN OF MONTVILLE SHALL BE NOTIFIED WHEN, SEDIMENT
CONTROL MEASURE S ARE IN PLACE SO THAT THE INSPECTION
CAN OCCUR.
6, THE CONTRACTOR WILL BE RESPONSIBLE FOR. THE INSTALLATION
AND MAINTENANCE OF ALL REQUIRED SEDIMENTCONTROL
MEASURES THROUGHOUT CONSTRUCTION.
TEMPORARY VEGETATIVE COVER:
MULCHES APPLICATION RATE
PER 1000 S.F.
STRAWMAY 70-.90 tbs.
WOOD CFILPS 185-275 Ibs,
PLANTING SCHEDULE:
SEEDING DATES;
APRIL I ------- juNE 15
AUGUST 1. ------ SEPTEMBER 15
SEED MIXTURE:
45?/f'i RED FESCUE
451/0 KENTUCKY BLUE GRASS
10% PERENNIAL RYE
NOTES
FREE FROM FEEDS
AND COARSE MATTER
FREE OF COARSE MATTER
AIR DRIED, TREATIA,'ITH
12lbs NITROGEN /TON
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