HomeMy WebLinkAboutSite PlanDA E*.-- MAY"' oi,WO08
E.
REVISED: JULY 24i 2008
t
ER
In
1 il 101611lie, Zm 0 k 1.I N
NOT `10 SCALE
PAINTED SYMBOL THIS LINE NOT REQUIRED
OPTIONAL) -- IF LOCATED AT CURB
fI
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T LLLIT i LII\L (TYP) I
SIDE BY SIDE STYLE
NOTE: THIS DETAIL IS BASED ON THE CONNECTICUT BUILDING CODE.
E m L I HALLS \
NOT To SCALE
BINDER COARSE
1 1/2" FINISH COARSE
CONCRETECLASS2BITUMINOUS
a ° o
4" PROCESSED GRAVEL o o:
a °
a o
a °
o ° a
8" BANK RUN GRAVEL ° ° °° ° °
a , ® a a
COMPACTED SUBGRADE
A-2 Mars and
and.. _
David A. Kin j, FE
27 i\,.lorwich Road (Nle 82)_ I.
Oak6ale,OG370
GRADE
2x2x48" WOOD POLE INDUSTRIAL NETTING, SNOW
FENCE OR WOVEN WIRE FENCE
FOR SUPPORT
FILTER FABRIC
N
BACKFILL
GRADE Q FLOW
FIRM NATIVE
2 77T71
CID 6„
SOIL
f
NOTE: PREMANUFACTURED FENCE "PROPEX SILT STOP" BY AMOCO,
OR "ENVIROFENCE" BY MIRAFI, INC., OR APPROVED EQUIVALENT MAY BE USED.
NOT • SCALE
1" DIAMETER HOLE FOR
3/4" DIAMETER ANCHOR ROD
lea
PRECAST CONCRETE W EEL ST
NOT TO SCALE
VARIES (SEE PLAN
CLASS "A" CONCRETE
2" CLEARANCE 1 4" TFT
a A . p v
0
0 0 O Q °
0/
6" x 6" 10/10
WELDED WIRE FABRIC—I
COMPACTED
PROCESSED GRAVEL BASE—'
COMPACTED SUBGRADE
3 REBAR
TYP)
I, it
6"
1/9" PREMOLDED
EXPANSION
VIOLATORS WILL
1:10 MAXIMUM SLOPE AT SIDEWALK
BE FINED MIN $116
LRIALJOINTMATERIAL
1/4"
MATERIAL (36" MIN)
CURB
RADIUS
HANDICAPPED
1/4" WITCH
PARKING
NOTE: WHERE RAMP IS LOCATED AT THE END OF A SIDEWALK
STATE PERMIT
LI Z
v
o
REQUIRED
31--0629(D)
s I
11
31-0629(8)
0
31-0629(L)
JOINT
FF
0
s I a
31-0629(P)
NORMAL
499
NORMAL GRADE SIDEWALK1/4 PER FOOT
NO ARROW
PAINTED SYMBOL THIS LINE NOT REQUIRED
OPTIONAL) -- IF LOCATED AT CURB
fI
z
T LLLITi LII\L (TYP) I
SIDE BY SIDE STYLE
NOTE: THIS DETAIL IS BASED ON THE CONNECTICUT BUILDING CODE.
E m L I HALLS \
NOT To SCALE
BINDER COARSE
1 1/2" FINISH COARSE
CONCRETECLASS2BITUMINOUS
a ° o
4" PROCESSED GRAVEL o o:
a °
a o
a °
o ° a
8" BANK RUN GRAVEL ° ° °° ° °
a , ® a a
COMPACTED SUBGRADE
A-2 Mars and
and.. _
David A. Kin j, FE
27 i\,.lorwich Road (Nle 82)_ I.
Oak6ale,OG370
GRADE
2x2x48" WOOD POLE INDUSTRIAL NETTING, SNOW
FENCE OR WOVEN WIRE FENCE
FOR SUPPORT
FILTER FABRIC
N
BACKFILL
GRADE Q FLOW
FIRM NATIVE
2 77T71
CID 6„
SOIL
f
NOTE: PREMANUFACTURED FENCE "PROPEX SILT STOP" BY AMOCO,
OR "ENVIROFENCE" BY MIRAFI, INC., OR APPROVED EQUIVALENT MAY BE USED.
NOT • SCALE
1" DIAMETER HOLE FOR
3/4" DIAMETER ANCHOR ROD
lea
PRECAST CONCRETE W EEL ST
NOT TO SCALE
VARIES (SEE PLAN
CLASS "A" CONCRETE
2" CLEARANCE 1 4" TFT
a A . p v
0
0 0 O Q °
0/
6" x 6" 10/10
WELDED WIRE FABRIC—I
COMPACTED
PROCESSED GRAVEL BASE—'
COMPACTED SUBGRADE
3 REBAR
TYP)
I, it
6"
1/9" PREMOLDED
EXPANSION
1:10 MAXIMUM SLOPE AT SIDEWALK
1:12 IF X <48")
LRIALJOINTMATERIAL
1/4"
MATERIAL (36" MIN)
CURB
RADIUS 1/4" WITCH
1" RADIUS
NOTE: WHERE RAMP IS LOCATED AT THE END OF A SIDEWALK
LI Z
v
o F-INI HED GRADE
a
0
0 ° COW,
o CUR
s I
11
I
0
IAA
JOINT
FF
0
s I a
20
NOTE: DUMMY JOii\JTS AT 4° O.C.; EXPANSION JOINTS AT 20`0.C,
JAMES l'SURVEYING
102A SPITHEAD ROAD
CONNECTICUT 06385
860) 447-0236
NOT TO SCALE
20
CD
z
Es
SIDEWALK
O _ Q
V)3
Q _ TRANSITION
SLABS
CURBING (PER PLAN)
CONCRETE CURB RAMP WIDTH TRANSITION
PLAN
NOTES FOR WORKEa jyITHIN R.O.W.
1. CONTRACTOR MU5T CONTACT "'CALL BEFORE YOU DIG"
ORGANIZATION AT 1-800-922-4455; AT LEAST (3)
BUSINESS DAYS PRIOR TO COMMENCING ANY SITE WORK,
DRILLING, EXCAVATION OR ANY OTHER SITE DISTURBANCE
ON OR ADJACENT TO THIS PROJECT SITE.
2,) OI' TRACTOR S --TALI SECURE ALL NECESSARY PERMITS FROM THE
TOWN OF MONTVILLE PUBLIC WORDS DEPARTMENT.
3.) CONTRACTOR SHALL. PROVIDE AND MAINTAIN ADEQUATE TRAFFIC CONTROL
SIGNAGE, PARRICADES, FENCING, POLICE AND/OR FLAG—PERSONS
DURING THE EXECUTION OF ALL WORK WITHIN THE STATE R.O.W.
4.) CONTRACTOR SHALL PROVIDE AND INSTALL ALL PAVEMENT MARKINGS THAT ARE AFFECTED
B=Y THE PROPOSED WORK WITHIN THE TOWN R.O.W. IN ACCORDANCE WITH
THE PUBLIC 'WORKS DEPARTMENT REQUIREMENTS.
5. ALL FINAL, GRADES AND LINES OF NEW PAVEMENT OVERLAY SHALL
E SET TO MATCH PRE E ISTIN 1 GRADES AND LINES OF ORIGINAL PAVEMENT.
TRENCH WIDTH + 4"
mm
GRAPHIC S ALIE
0 10 20 40 80
IN FEET )
1 inch = 20 ft.
1 1/2"
SAWCUT JOINT- APPLYY COAT 6F
APPY'D ASPHALT
EMULSION; APPLY
85/100 ASPHALT
JOINT SEALANT
OR APPV'D EQUAL;
MATCH PVMT FLUSH
12-' TYP
OtH RaGESSED GAVEL SUR BASE
X12" TYP
COMPACT BANK—RUN GRAVEL
INSTALL IN
WIDE MIN. G DATI01 C 0Ar-r . 0 95
AS PROVE BY THE PROJECT
ENGINEER
10 DIA. 1.50A ; DIA.. I 1.50IA
CEMENT LINED
CLASS 52
DUCTILE IRON I
PIPE
3 i
w , PROTECTION ZONE
DIA SANi EMBEDMENT
5'
r
iEDDINQ-
7
LEGE % — -
UNDISTURBED NATURAL ORLEDGEFARCSUITABUYCOMPA:CTEED M AT PIAL.
LI y * TRENCH CUT IN 'STATE HIGHWAYH AV T
1 7-24-08 NO REVISIONS TO THIS SHEET
N0. DATE DESCRIPTION
REVISIONS
GENERALINOTES:
1. THIS APPLICATION IS FOR THE CONSTRUCTION OF A NEW PROFESSIONAL DENTAL OFFICE ATTACHED
TO THE EXISTING RESIDENCE
2. THESE PLANS ARE FOR PERMIT PURPOSES ONLY i ARE i ISSUED FOR
CONSTRUCTION.
REGULATED ACTIVITY SHALLOCCUR WITHIN THE WETLANDSAREA OR REGULATED
UPLAND AREAS AS SHOWN HEREON EXCEPT AS SHOWN ON THESE PLANS WITHOUT APPROVAL
BY THE TOWN OF MONTVILLE INLAND WETLANDS COMMISSION.
4. ALL DISTURBED AREAS NOT COVERED BY BUILDINGS, PAVEMENT AND WALKS SHALL BE
LANDSCAPED OR PLANTED WITH GRASS. GRASS AREAS SHALL BE LOAMED (FOUR—INCH
FERTILIZED, SEEDED AND MULCHED AS REQUIRED TO SUIT SOIL• 1•
5. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WTH TOWN OF MONTVILLE STANDARDS.
6. AN EXCAVATION PERMIT WILL BE REQUIRED FROM THE TOWN OF MONTVILLE PUBLIC WORKS
DEPARTMENT PRIOR TO CONSTRUCTION.
7. SITE ILIGHTING SHALL BE PROVIDED BY BUILDING MOUNTED UGHTS AND SHALL BE DIRECTED SO AS
NOT ON ADJACENT RESIDENTIAL PROPERTIES
K. UPON COMPLETION OF SITE WORK AND DISTURBED AREA STABILIZA11ON ALL ACCUMULA
SEDIMENTS • 1
SITE DETAILS
COMMERCIAL SITE PLAN
L GALLIVAN L
UNCASVILLE, CONNECTICUT
PROPERTY OF
MARK PENG",
DATE: SCALE:
NONEMAY2008
I !•I. SHEET •
07062-1
aITRANSITIONLENGTH
1:10 MAXIMUM SLOPE AT SIDEWALK
1:12 IF X <48")
EXPANSION JOINT WITH RAMP WIDTH OR S-0" ADJACENT TO GRASS
FILLER MATERIAL (36" MIN)
CURB I 4" MAX IHEIGHTi1 / I
CLASS "C" CONCRETE
NOTE: WHERE RAMP IS LOCATED AT THE END OF A SIDEWALK
RAMP WIDTH MUST EQUAL WIDTH OF SIDEWALK.
ELEVATION
BROOM FINISH
PAVEMENT CONSTRUCTION (PERPENDICULAR TO SLOPE)
JOINT
20 NORMAL
499
NORMAL GRADE SIDEWALK1/4 PER FOOT
MAX 1 MAX O • A
O
Q°
124;' 6" PROCESSED
AGGREGATE BASE
SECTION19,
I I
1/410
MAX 1 GINGIR IE HANDICAEEE12 SAME
4 NOT TO SCALE
NOTE: THIS DETAIL IS BASED ON THE CONNECTICUT
BEVELED EDGE BUILDING CODE AND ANSI STANDARDS.
NOTES FOR WORKEa jyITHIN R.O.W.
1. CONTRACTOR MU5T CONTACT "'CALL BEFORE YOU DIG"
ORGANIZATION AT 1-800-922-4455; AT LEAST (3)
BUSINESS DAYS PRIOR TO COMMENCING ANY SITE WORK,
DRILLING, EXCAVATION OR ANY OTHER SITE DISTURBANCE
ON OR ADJACENT TO THIS PROJECT SITE.
2,) OI' TRACTOR S --TALI SECURE ALL NECESSARY PERMITS FROM THE
TOWN OF MONTVILLE PUBLIC WORDS DEPARTMENT.
3.) CONTRACTOR SHALL. PROVIDE AND MAINTAIN ADEQUATE TRAFFIC CONTROL
SIGNAGE, PARRICADES, FENCING, POLICE AND/OR FLAG—PERSONS
DURING THE EXECUTION OF ALL WORK WITHIN THE STATE R.O.W.
4.) CONTRACTOR SHALL PROVIDE AND INSTALL ALL PAVEMENT MARKINGS THAT ARE AFFECTED
B=Y THE PROPOSED WORK WITHIN THE TOWN R.O.W. IN ACCORDANCE WITH
THE PUBLIC 'WORKS DEPARTMENT REQUIREMENTS.
5. ALL FINAL, GRADES AND LINES OF NEW PAVEMENT OVERLAY SHALL
E SET TO MATCH PRE E ISTIN 1 GRADES AND LINES OF ORIGINAL PAVEMENT.
TRENCH WIDTH + 4"
mm
GRAPHIC S ALIE
0 10 20 40 80
IN FEET )
1 inch = 20 ft.
1 1/2"
SAWCUT JOINT- APPLYY COAT 6F
APPY'D ASPHALT
EMULSION; APPLY
85/100 ASPHALT
JOINT SEALANT
OR APPV'D EQUAL;
MATCH PVMT FLUSH
12-' TYP
OtH RaGESSED GAVEL SUR BASE
X12" TYP
COMPACT BANK—RUN GRAVEL
INSTALL IN
WIDE MIN. G DATI01 C 0Ar-r . 0 95
AS PROVE BY THE PROJECT
ENGINEER
10 DIA. 1.50A ; DIA.. I 1.50IA
CEMENT LINED
CLASS 52
DUCTILE IRON I
PIPE
3 i
w , PROTECTION ZONE
DIA SANi EMBEDMENT
5'
r
iEDDINQ-
7
LEGE % — -
UNDISTURBED NATURAL ORLEDGEFARCSUITABUYCOMPA:CTEED M AT PIAL.
LI y * TRENCH CUT IN 'STATE HIGHWAYH AV T
1 7-24-08 NO REVISIONS TO THIS SHEET
N0. DATE DESCRIPTION
REVISIONS
GENERALINOTES:
1. THIS APPLICATION IS FOR THE CONSTRUCTION OF A NEW PROFESSIONAL DENTAL OFFICE ATTACHED
TO THE EXISTING RESIDENCE
2. THESE PLANS ARE FOR PERMIT PURPOSES ONLY i ARE i ISSUED FOR
CONSTRUCTION.
REGULATED ACTIVITY SHALLOCCUR WITHIN THE WETLANDSAREA OR REGULATED
UPLAND AREAS AS SHOWN HEREON EXCEPT AS SHOWN ON THESE PLANS WITHOUT APPROVAL
BY THE TOWN OF MONTVILLE INLAND WETLANDS COMMISSION.
4. ALL DISTURBED AREAS NOT COVERED BY BUILDINGS, PAVEMENT AND WALKS SHALL BE
LANDSCAPED OR PLANTED WITH GRASS. GRASS AREAS SHALL BE LOAMED (FOUR—INCH
FERTILIZED, SEEDED AND MULCHED AS REQUIRED TO SUIT SOIL• 1•
5. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WTH TOWN OF MONTVILLE STANDARDS.
6. AN EXCAVATION PERMIT WILL BE REQUIRED FROM THE TOWN OF MONTVILLE PUBLIC WORKS
DEPARTMENT PRIOR TO CONSTRUCTION.
7. SITE ILIGHTING SHALL BE PROVIDED BY BUILDING MOUNTED UGHTS AND SHALL BE DIRECTED SO AS
NOT ON ADJACENT RESIDENTIAL PROPERTIES
K. UPON COMPLETION OF SITE WORK AND DISTURBED AREA STABILIZA11ON ALL ACCUMULA
SEDIMENTS • 1
SITE DETAILS
COMMERCIAL SITE PLAN
L GALLIVAN L
UNCASVILLE, CONNECTICUT
PROPERTY OF
MARK PENG",
DATE: SCALE:
NONEMAY2008
I !•I. SHEET •
07062-1
aI
Go
N/F
MONTVILLE NATIONAL
LITTLE LEAGUE
VOLUME 137 PAGE 936
L
NEW UNDERGROUND
UTILITIES
Enqinoorinr 5urveyin6i end
Davia A. Kincl, PE
7 iNorwich Roaa (1<,te 62)_
akziale, CT U'G370 -15
Cil
LLLa
01
FN
MONTVI C N
LITTLE LEAGUE
VOLUME 137 PAGE 936
SAW -CUT & PATCH
EXISTING PAVEMENT
s
8CLC
s
s
EXISTING WELLS, TBR
JAMES BERNARDO LAND SURVEYING, LLC
102A SPITHEAD ROAD
WATERFORD, CONNECTICUT 06385
860)447-0236
N/F
JACK D'ELIA
LOLA D9ELIA
VOLUME 164 PAGE 681
MOFF-STREET PARKING CALCULATIONS
PROFESSIONAL OMCP-,.
1 SPA'C'E FOR EACH 150 SQUARE FEET GROSS FLOOR AREA (SECT 19.3.23)
2,240 SO FT X 1 SPACE/150 SO FT w 14.9 SPACES REQUIRED
2 SPACES FOR EACH UNIT (SECT 19-3.1"
1 UNIT X 2 SPACES/ UNIT 2 SPACES REQUIRED
GE(APHIC SCALIA
20 0 19 29 4.0
IN FEET )
I inch = 20 ft.
TOTAL = 17 SPACES REQUIRED
80
Z M rR C- TA'LE
ZONING DISTRICT 0-1 'COMMERCIAL 4) DISTIRI01'
TREES & SHRUBS
PROVIDEDOVIDED
1 LOT AREA 10,000 SQ FT 30,000 SQ FT
LOT FRONTAGE 150 FT
FRONT YARD 30 F_T
150.00 FT
40 FT 10
18"-24
11 FTSIDEYARD15F-1
REAR YARD 15 F -I 172 FT
BUILD)iNG HEIGHT 35 FT 23 FT MA
PARKING 17 REQUIRED 20 PROMIDED
WINTERBERRY HOLLY
ILEX VERTICILLATA SPREAD
TRUCK LO-ADiNG NONE RECOUIRED NONE REQUIRED
WATER SUPPLY ON-SITE WELL
39-51
L SANITARY $EWER MUNICIPAL SANITARY SEWER
OPRE-EXISTNG NON--CONFORMING
HEIGHT
MOFF-STREET PARKING CALCULATIONS
PROFESSIONAL OMCP-,.
1 SPA'C'E FOR EACH 150 SQUARE FEET GROSS FLOOR AREA (SECT 19.3.23)
2,240 SO FT X 1 SPACE/150 SO FT w 14.9 SPACES REQUIRED
2 SPACES FOR EACH UNIT (SECT 19-3.1"
1 UNIT X 2 SPACES/ UNIT 2 SPACES REQUIRED
GE(APHIC SCALIA
20 0 19 29 4.0
IN FEET )
I inch = 20 ft.
TOTAL = 17 SPACES REQUIRED
80
INDICATES AREAS OF BARK MULCH
CURB STOPS, TYP
PORARY..
SEDIMENT
ru
EXISTING
SHEDHED
NG
INDICATES GRASSED AREAS
PAVEMENT SURFACE
HARDWOOD BARK MULCH,
POOLING ZONE
DETENTION/FILTRATION 7;
RETENTION/RECHARGE ZON
4
4
4
m-
9
1)" DOUBLE WASHED STONE-/-\'"-SOIL MEDIUM CONSISTING OF
50-60% SAND 20-30% TOPSOIL
APPROVED GEOTEXTILE, DO NOT WRAP PIPE-/ 4m PERFORATED PVC AND 20-30% LEAF COMPOST
ALLOWS A HIGH INFILTRATION
CAPACITY
CT 7-111S RAINGARDEN HAS BEEN DESIGNED BASED ON PRINCIPALS OUTLINED IN THE "BIORETENTION DESIGN SPECIFICATIONS AND
RITERIA, PRINCE GEORGE'S COUNTY, MARYLAND
iT'irP://WWW,CO.PG.MD.6S/GOVERNMENT/AGENCYINDEX/DER/ESD/BIORETENTlON/PDF/BIORETEN-nON-DESIGN-MANUALPDF
RAINGARDEN KUM
NOT TO SCALE
7-24-08 REVISED AS PER TOWN ENGINEERS COMMENTS
N0. DATE DESCRIPTION
REVISIONS
Ni• iIIIMT
Almsy**
SITE DEVELOPMENT PLAN
COMMERCIAL SITE PLAN
14 GALLIVAN LANE
UNu`ASVILLE, CONNECTICUT
PROPERTY OF
MARK PENG
SEEM
M AY 11 2008
DRAWN F Y: DRAWING NO: SHEET NO.
JB 07062-1 3 OF 4
SPECIES
TREES & SHRUBS
HIGHBUSH BLUEBERRY 18"-24
ILEX GLABRA HEIGHT
WINTERBERRY HOLLY
ILEX VERTICILLATA SPREAD
Mm1FRCORNUSO TWG DOGWOOD 39-51
SERICEA HEIGHT
INDICATES AREAS OF BARK MULCH
CURB STOPS, TYP
PORARY..
SEDIMENT
ru
EXISTING
SHEDHED
NG
INDICATES GRASSED AREAS
PAVEMENT SURFACE
HARDWOOD BARK MULCH,
POOLING ZONE
DETENTION/FILTRATION 7;
RETENTION/RECHARGE ZON
4
4
4
m-
9
1)" DOUBLE WASHED STONE-/-\'"-SOIL MEDIUM CONSISTING OF
50-60% SAND 20-30% TOPSOIL
APPROVED GEOTEXTILE, DO NOT WRAP PIPE-/ 4m PERFORATED PVC AND 20-30% LEAF COMPOST
ALLOWS A HIGH INFILTRATION
CAPACITY
CT 7-111S RAINGARDEN HAS BEEN DESIGNED BASED ON PRINCIPALS OUTLINED IN THE "BIORETENTION DESIGN SPECIFICATIONS AND
RITERIA, PRINCE GEORGE'S COUNTY, MARYLAND
iT'irP://WWW,CO.PG.MD.6S/GOVERNMENT/AGENCYINDEX/DER/ESD/BIORETENTlON/PDF/BIORETEN-nON-DESIGN-MANUALPDF
RAINGARDEN KUM
NOT TO SCALE
7-24-08 REVISED AS PER TOWN ENGINEERS COMMENTS
N0. DATE DESCRIPTION
REVISIONS
Ni• iIIIMT
Almsy**
SITE DEVELOPMENT PLAN
COMMERCIAL SITE PLAN
14 GALLIVAN LANE
UNu`ASVILLE, CONNECTICUT
PROPERTY OF
MARK PENG
SEEM
M AY 11 2008
DRAWN F Y: DRAWING NO: SHEET NO.
JB 07062-1 3 OF 4
6
N
O
W