HomeMy WebLinkAboutSite PlanisDATE. MAi' 1, 2008
REVISED: JULY 249 2008
APPLICANT/OWNER*
YAOHSIEN (M-AR,K PENG INDEX TO SHEETS
THE FOLLOWING SYSMBOLS/ABBRE\VlATlONS M
MAY APPEAR ON THIS DRAWING
AC ACRES
BIT BITUMINOUS GALLI _N A COVER SHEET/SHEET INDEX ..........................1
BCLC BITUMINOUS CONCRETE UP CURBING PO BOX, 1722
CONC CONCRETE. ` SITE
09 BOUNDARY SURVEY/EXISTING CONDITIONS ........ 2
DIA DIAMETER 1 0DBDISTRIBUTIONBOX0 N 40GRTL,T 063 SITE DEVELOPMENT PLAN ............................. 3
EOP EDGE OF PAVEMENT Q0&
ELEV ELEVATION --- SITE DETAILS .......................................... 4
LF LINEAR FOOT
42A
i I iMIN) MINIMUM TLJ i
q
MA MORE OR LESS /F / I I
860) 449 6872
98 C I ln
4N/F NOW OR FORMERLY JG. 0 0 8
PVC POLY VINYL CHLORIDE (760)898 86 EL
SCH40 SCHEDULE 40By
LOCA'nON MAP 500 500 1000
SF SQUARE FEET SCALE: 1 "=500' GRAPE - C SCALE IN FEET ......... .............
TR TO REMAIN .....
TBR TO BE REMOVED
TYP TYPICAL
P-5
SOIL FERC TEST LOCATION
TH8
SOIL DEEP TEST LOCATION
TREE R AND SURV YOR I HERE -BY CERTIFY THAT I HAVE MARKED THE LIMITS OF THE INLAND
WETLANDS ON THE SITE AS SHOWN HEREON.
A 13
BUILDING SETBACK LINE " BCLEARINGLIMITLINEkD
vRNARDO AND
SURNr YIN L C
mid MAx S & SURV YS JAM -7
CERTIFIED SOILS SCIENTIST DATE
EXISTING T7EEXIS-I"ING TREELINE
82 102AEXISTING PITHEAD ROADtcHROAD (RTEEXISTINGCONTOUR
15 NEW CONTOUR 627'
Nv&"
r0'RWjut.-...,
TO THE BEST OF NAY KNOW-ED'OE AND BELIEF THIS MAP ISSEDIMENTFENCECONNECTICUT06385SUBSTANTIALLYCORR.ECT AS NOTED ON SHEET 2. 02*1STORMSDRAINPIPE OAKDALE CONNECTICUT 06370 WATER'SUBST
6- STONE: WALL
Am (860) 447m023 (860)447=2092 FAX86048=%,*0510)i ES BERNARDO LICENSE #70121 DATE
DWG. NO.: 07020-1
rd
a
i
NOT 4 SCALE
z
CD
t I LLL IJ YT (TYP)
SIDE BY SIDE STYLE
NOTE: THIS DETAIL IS BASED ON THE CONNECTICUT BUILDING CODE.
NOT TO SCALE
1 1/2" BINDER COARSE
1 1/2" FINISH COARSE
CLASS 2 BITUMINOUS CONCRETE
o
4" PROCESSED GRAVEL
8" BANK RUN GRAVEL
COMPACTED SUBGRADE- `
Ell-MMINOUS CONCRETE PAVEMENT
NOT TO SCALE
Enqineerinq
David A. Kin(•,
G27 Norwich Road (Rte 82)
Oakdale, CT G = • '
GRADE
2x2x4B" WOOD POLE INDUSTRIAL NETTING, SNOW
FENCE OR WOVEN WIRE FENCE
FOR SUPPORT
e FILTER FABRIC
i
BACKFILL
GRADE 4 - -®- FLOW
FIRM NATIVE
SOIL
6"
NOTE: PREMANUFACTURED FENCE "PROPEX SILT STOP" BY AMOCO,
OR "ENVIROFENCE" BY MIRAFI, INC., OR APPROVED EQUIVALENT MAY BE USED.
SEDIMENT Mul,
NOT TO SCALE
1" DIAMETER HOLE FOR
3/4" DIAMETER ANCHOR ROD
6,-0"
7„
I OT TO SCALE
VARIES (SEE PLAN
CLASS "A" CONCRETE
2" CLEARANCE 1 /4"/FT
0 ° o/
0 0 ° 0 0 °
6" x 6" 10/10
WELDED WIRE FABRIC
COMPACTED
PROCESSED GRAVEL BASE -
COMPACTED SUBGRADE
3 REBAF
TYP) 4
I
10"
1/2" PREMOLDED
6 , I EXPANSION
JOINT MATERIAL
RADIUS 1/4" PITCH
1" RADIUS
d p c.. w wZ
A a_
cn
E Ld Q
P, > `. FINISHED GRADE
0 ° b -
0 ° ° CONC co
0 CURB
0
0
0 - 6"
NOTE: DUMMY JOINTS AT 4' O.C.; EXPANSION JOINTS AT 20'O.C.
NOT • SCALE
JAMES BER\ ARDO LAND SURVEYING, LLC
102A SPITHEAD ROAD
t\.TERFORD, CONNECTICUT 06385
860)447-0236
GRAPHIC SCALE
20 0 10 2C 40
4 IN FEET )
I inch = 20 ft,.
z
SIDEWALK
o Q
Ln bi TRANSITION
C3 SLABS
I VI
CURBING (PER PLAN)
CONCRETE CURB RAMP WIDTH TRANSITION
PLAN
TRANSITION LENGTH
1:10 MAXIMUM SLOPE AT SIDEWALK
1:12 IF X <48")
EXPANSION JOINT WITH RAMP WIDTH OR 3'-0" ADJACENT TO GRASS
FILLER MATERIAL r(-36" MIN)
CURB HEIGHT 1 /4" MAX
CLASS "C" CONCRETE
NOTE: WHERE RAMP IS LOCATED AT THE END OF A SIDEWALK
RAMP WIDTH MUST EQUAL WIDTH OF SIDEWALK.
ELEVATION
nn/111tA rak aana a
PAVEMENT -
20
MAX 1
BEVELED EDGE
MMOW-1111mgym..
SECTION
NOT TO SCALE
NOTE: THIS DETAIL IS BASED ON THE CONNECTICUT
BUILDING CODE AND ANSI STANDARDS.
uTES FOR WORKING WITHIN R.O.W.
1.) CONTRACTOR MUST CONTACT "CALL. -EEPORE YOU DIG"
ORGANIZATION AT 1-800-922-4-455; AT L FEAST (3)
BUSINESS DAYS PRIOR TO COMMENCING ANY SITE WORK,
DRILLING, EXCAVATION OR ANY OTHER SITE DISTURBANCE
ON OR ADJACENT TO THIS PROJECT SITE.
2.) CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FROM THE
TOWN OF MONTViLLE PUBLIC WORKS DEPARTMENT.
3,) CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE TRAFFIC CONTROL
SIGNAGE, BARRICADES, FENCING, POLICE AND/OR FLAG -PERSONS
DJRING THE EXECUTION OF ALL WORK WITHIN THE STATE R.O.W.
4.) CONTRACTOR SHALL PROVIDE AND INSTALL ALL PAVEMENT MARKINGS THAT ARE AFFECTED
BY 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
BE SET TO MATCH PRE --EXISTING GRADES AND LINES OF ORIGINAL PAVEMENT.
TRENCH WIDTH + 4' SAWCUT JOINT -
3" BIT CONC CLASS 1 (2 COURSES) APAPPVPL COAT dF
D ASPHALT
EM LSION; APPLY
1154100 ASPHALT
6" THK. BIT. COC CLASS 4 - JOT SEALANT
3 1 1 2 DEEP
COURSES) MILL OR APPV"D EQUAL;
FINISHED GRADE ---- MATCH PSVMT FLUSH
WTH LA
12" TYP
ib" THK` F ROCESSED GRAVEL SU8-SASS:..:
COMPAb1T 'TO.9': -
12" TYP
4' (MIN.) COMPACT BANK -RUN GRAVEL
GRADATION "C'
COVER 3'WIDE MIN. 12 LIFTS COMOACTED
INSTALL
O 95%
AS APPROVED BY THE PROJECT
ENGINEER
1'2" DIA. 1.5xDIA DIA. 1.5xDIA
CEMENT LINED '
CLASS 52
DUCTILE IRON'`=
PIPE
12"
PROTECTION ZONEIDIASANDEMBEDMENT
12" MINIMUM
PEASTONE BEDDING--
LEDGE
EDDI
80
LEDGE
LEDGE EARTH UNDISTURBED NATURAL OR
SUITABLY COMPACTED MATERIAL
UTILITY TRENCH DETAIL
FOR TRENCH CUT IN STATE HIGHWAY PAVEMENT
1 7-24-08 NO REVISIONS TO THIS SHEET
N0. DATE DESCRIPTION
REVISIONS
GENERALNOTES:
1. THIS APPLICAT10N IS FOR THE CONSTRUCTION OF A NEW PROFESSIONAL DENTAL OFFICE ATTACHED
TO THE EXISTING RESIDENCE AT 14 GALLIVAN LANE.
2. THESE PLANS ARE FOR PERMIT PURPOSES ONLY AND ARE NOT ISSUED FOR
CONSTRUCTION.
3. NO REGULATED ACTIVITY SHALL OCCUR WITHIN THE WETLANDS AREA OR REGULATED
UPLAND AREAS AS SHOWN HEREON AS N THESE PLANS WITHOUT APPROVAL
BY THE TOWN • • 1 WETLANDSCOMMISSION.
4. ALL DISTURBED • COVERED BY BUILDINGS,1 WALKS SHALL 3
SEEDEDLANDSCAPED
OR PLANTED WITH GRASS. GRASS AREAS SHALL BE LOAMED (FOUR -INCH
MINIMUM), FERTILIZED, AND MULCHED AS REQUIRED i SUIT SOIL• 1
5. ALL WORK SHALL BE COMPLETED IN ACCORDANCEOOF MONTVILLE STANDARDS.
6. AN EXCAVATION PERMIT WILL BE REQUIRED FROM THE TOWN OF MONTVILLE PUBLIC WORKS
DEPARTMENT PRIOR TO CONSTRUCTION.
7. SITE UGHTING SHALL BE PROVIDED BY BUILDING MOUNTED LIGHTS AND SHALL BE DIRECTED SO AS
VOT SHINE ON ADJACENT RESIDENTIAL PROPERTIES
GRADING, SEDIMENT AND EROSION CONTROL NOTES:
1. THIS PROJECT IS FOR THE MODIFICATION OF THE EXISTING RESIDENTIAL HOUSE SITE TO A
CONSTRUCT AN ATTACHED PROFESSIONAL DENTAL OFFICE. ASSOCIATED CONSTRUCTION
CONCERNS WITH REGARDS TO SOIL EROSION AND SEDIMENT CONTROL INCLUDE:
A. TRACKING OF MATERIAL ONTO GALLIVAN LANE. THIS WILL BE CONTROLLED WITH THE USE
OF A STONE CONSTRUCTION ENTRANCE.
B. POTENTIAL EROSION OF DISTURBED AREAS:
NEW SEDIMENT FENCE SHALL BE THE FIRST ITEM OF CONSTRUCTION. THE SEDIMENT FENCE
SHALL BE INSTALLED AT ALL DOWN GRADIENT LIMITS OF DISTURBANCE AND SHALL BE
MAINTAINED UNTIL ALL DISTURBED AREAS ARE PERMANENTLY STABLIZED.
2. CONSTRUCTION SEQUENCE FOR SOIL EROSION AND SEDIMENT CONTROLS:
A. A PRE -CONSTRUCTION MEETING WITH THE PLANNING DEPARTMENT SHALL BE HELD PRIOR
TO THE START OF SITE CONSTRUCTION.
B. THE TOWN OF MONTVILLE PLANNING STAFF SHALL INSPECT THE EROSION CONTROL
MEASURES PRIOR TO THE START OF CONSTRUCTION.
C. THE PROPERTY OWNER SHALL DESIGNATE AN INSPECTOR, WITH EXPERIENCE IN SEDIMENT AND
EROSION CONTROL. THE INSPECTORS NAME, ADDRESS AND TELEPHONE SHALL BE PROVIDED
TO THE TOWN PLANNING DEPARTMENT PRIOR TO THE START OF CONSTRUCTION.
D. INSTALL TEMPORARY CONSTRUCTION ENTRANCE, SEDIMENT FENCES AND/OR HAY BALE
BARRIERS AS SHOWN ON THESE PLANS.
E. CLEAR TREES, SHRUBS AND BRUSH IN AREAS WHERE GRADING WILL BE REQUIRED AND GRUB
AREAS TO REMOVE ALL STUMPS, ROOTS, ETC. DISPOSE OF ALL MATERIAL CLEARED AND
GRUBBED OFF SITE.
F. EXCAVATE AND AND INSTALL FOOTINGS AND FOUNDATION WALLS.
G. EXCAVATE AND/OR FILL WORK SITE TO SUB GRADE LEVEL FILL WILL BE PLACED AND
COMPACTED IN B INCH LIFTS AND SHALL BE FREE OF BRUSH, RUBBISH, LOGS, BUILDING
DEBRIS, OR ANY OTHER OBJECTIONABLE MATERIAL MOISTEN SOIL SURFACE PERIODICALLY
WITH WATER TO MINIMIZE DUST.
H. INSTALL SITE UTILITIES, ADD EROSION CONTROL DEVICES AS NEEDED.
I. PLACE AND COMPACT BASE MATERIAL TO FINAL GRADE. INSTALL PAVEMENT, LANDSCAPING,
RAIN GARDEN, ETC.
J. ALL DISTURBED AREAS NOT COVERED BY BUILDINGS, PAVEMENT AND WALKS SHALL BE
GRADED AND STABILIZED AS FOLLOWS:
1. PLACE A MINIMUM OF 4 INCHES OF TOPSOIL IN ALL AREAS. APPLY LIMESTONE AND
FERTILIZER IN ACCORDANCE WITH SOIL TEST RECOMMENDATIONS.
2. APPLY RECOMMENDED SEED MIXTURE AT RECOMMENDED RATE.
3. APPLY STRAW OR HAY MULCH ON ALL SEEDED AREAS.
4. SEEDING SHOULD TAKE PLACE BETWEEN APRIL 1 AND JUNE 15 OR AUGUST 15 AND
SEPTEMBER 30. IF OUTSIDE THESE PERIODS, AREAS SHALL BE STABILIZED WITH STRAW OR
HAY MULCH AT A RATE OF 90 POUNDS PER 1000 SQUARE FEET.
RECOMMENDED SEED MIXTURE:
LBS/1000
S9 FT
KENTUCKEY BLUEGRASS .45
CREEPING RED FESCUE .45
PERENNIAL RYE GRASS .10
K. UPON COMPLETION OF SITE WORK AND DISTURBED AREA STABILIZATION ALL ACCUMULATED
SEDIMENTS ARE TO BE REMOVED.
SITE DETAILS
COMMERCIAL SITE PLAN
14 G"'ALLIVAN LANE
UNCASVILLE, CONNECTICUT
PROPERTY OF
MARK PENG
ALE
JB MAY 1 2008 NONE
3v,WSHEET NO.
JB 1 k
07062-1 1 4 OF 4
MOLATDRS WILL
BE FINED MIN $118
HANDICAPPED
PARKING
STATE PERMIT
REQUIRED
31-0629(D)
31-0629(R)
31-0629(L)
31-0629(P) NO ARROW
PAINTED SYMBOL THIS LINE NOT REQUIRED
OPTIONAL) -- _
P
IF LOCATED AT CURB
z
CD
t I LLL IJ YT (TYP)
SIDE BY SIDE STYLE
NOTE: THIS DETAIL IS BASED ON THE CONNECTICUT BUILDING CODE.
NOT TO SCALE
1 1/2" BINDER COARSE
1 1/2" FINISH COARSE
CLASS 2 BITUMINOUS CONCRETE
o
4" PROCESSED GRAVEL
8" BANK RUN GRAVEL
COMPACTED SUBGRADE- `
Ell-MMINOUS CONCRETE PAVEMENT
NOT TO SCALE
Enqineerinq
David A. Kin(•,
G27 Norwich Road (Rte 82)
Oakdale, CT G = • '
GRADE
2x2x4B" WOOD POLE INDUSTRIAL NETTING, SNOW
FENCE OR WOVEN WIRE FENCE
FOR SUPPORT
e FILTER FABRIC
i
BACKFILL
GRADE 4 - -®- FLOW
FIRM NATIVE
SOIL
6"
NOTE: PREMANUFACTURED FENCE "PROPEX SILT STOP" BY AMOCO,
OR "ENVIROFENCE" BY MIRAFI, INC., OR APPROVED EQUIVALENT MAY BE USED.
SEDIMENT Mul,
NOT TO SCALE
1" DIAMETER HOLE FOR
3/4" DIAMETER ANCHOR ROD
6,-0"
7„
I OT TO SCALE
VARIES (SEE PLAN
CLASS "A" CONCRETE
2" CLEARANCE 1 /4"/FT
0 ° o/
0 0 ° 0 0 °
6" x 6" 10/10
WELDED WIRE FABRIC
COMPACTED
PROCESSED GRAVEL BASE -
COMPACTED SUBGRADE
3 REBAF
TYP) 4
I
10"
1/2" PREMOLDED
6 , I EXPANSION
JOINT MATERIAL
RADIUS 1/4" PITCH
1" RADIUS
d p c.. w wZ
A a_
cn
E Ld Q
P, > `. FINISHED GRADE
0 ° b -
0 ° ° CONC co
0 CURB
0
0
0 - 6"
NOTE: DUMMY JOINTS AT 4' O.C.; EXPANSION JOINTS AT 20'O.C.
NOT • SCALE
JAMES BER\ ARDO LAND SURVEYING, LLC
102A SPITHEAD ROAD
t\.TERFORD, CONNECTICUT 06385
860)447-0236
GRAPHIC SCALE
20 0 10 2C 40
4 IN FEET )
I inch = 20 ft,.
z
SIDEWALK
o Q
Ln bi TRANSITION
C3 SLABS
I VI
CURBING (PER PLAN)
CONCRETE CURB RAMP WIDTH TRANSITION
PLAN
TRANSITION LENGTH
1:10 MAXIMUM SLOPE AT SIDEWALK
1:12 IF X <48")
EXPANSION JOINT WITH RAMP WIDTH OR 3'-0" ADJACENT TO GRASS
FILLER MATERIAL r(-36" MIN)
CURB HEIGHT 1 /4" MAX
CLASS "C" CONCRETE
NOTE: WHERE RAMP IS LOCATED AT THE END OF A SIDEWALK
RAMP WIDTH MUST EQUAL WIDTH OF SIDEWALK.
ELEVATION
nn/111tA rak aana a
PAVEMENT -
20
MAX 1
BEVELED EDGE
MMOW-1111mgym..
SECTION
NOT TO SCALE
NOTE: THIS DETAIL IS BASED ON THE CONNECTICUT
BUILDING CODE AND ANSI STANDARDS.
uTES FOR WORKING WITHIN R.O.W.
1.) CONTRACTOR MUST CONTACT "CALL. -EEPORE YOU DIG"
ORGANIZATION AT 1-800-922-4-455; AT L FEAST (3)
BUSINESS DAYS PRIOR TO COMMENCING ANY SITE WORK,
DRILLING, EXCAVATION OR ANY OTHER SITE DISTURBANCE
ON OR ADJACENT TO THIS PROJECT SITE.
2.) CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FROM THE
TOWN OF MONTViLLE PUBLIC WORKS DEPARTMENT.
3,) CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE TRAFFIC CONTROL
SIGNAGE, BARRICADES, FENCING, POLICE AND/OR FLAG -PERSONS
DJRING THE EXECUTION OF ALL WORK WITHIN THE STATE R.O.W.
4.) CONTRACTOR SHALL PROVIDE AND INSTALL ALL PAVEMENT MARKINGS THAT ARE AFFECTED
BY 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
BE SET TO MATCH PRE --EXISTING GRADES AND LINES OF ORIGINAL PAVEMENT.
TRENCH WIDTH + 4' SAWCUT JOINT -
3" BIT CONC CLASS 1 (2 COURSES) APAPPVPL COAT dF
D ASPHALT
EM LSION; APPLY
1154100 ASPHALT
6" THK. BIT. COC CLASS 4 - JOT SEALANT
3 1 1 2 DEEP
COURSES) MILL OR APPV"D EQUAL;
FINISHED GRADE ---- MATCH PSVMT FLUSH
WTH LA
12" TYP
ib" THK` F ROCESSED GRAVEL SU8-SASS:..:
COMPAb1T 'TO.9': -
12" TYP
4' (MIN.) COMPACT BANK -RUN GRAVEL
GRADATION "C'
COVER 3'WIDE MIN. 12 LIFTS COMOACTED
INSTALL
O 95%
AS APPROVED BY THE PROJECT
ENGINEER
1'2" DIA. 1.5xDIA DIA. 1.5xDIA
CEMENT LINED '
CLASS 52
DUCTILE IRON'`=
PIPE
12"
PROTECTION ZONEIDIASANDEMBEDMENT
12" MINIMUM
PEASTONE BEDDING--
LEDGE
EDDI
80
LEDGE
LEDGE EARTH UNDISTURBED NATURAL OR
SUITABLY COMPACTED MATERIAL
UTILITY TRENCH DETAIL
FOR TRENCH CUT IN STATE HIGHWAY PAVEMENT
1 7-24-08 NO REVISIONS TO THIS SHEET
N0. DATE DESCRIPTION
REVISIONS
GENERALNOTES:
1. THIS APPLICAT10N IS FOR THE CONSTRUCTION OF A NEW PROFESSIONAL DENTAL OFFICE ATTACHED
TO THE EXISTING RESIDENCE AT 14 GALLIVAN LANE.
2. THESE PLANS ARE FOR PERMIT PURPOSES ONLY AND ARE NOT ISSUED FOR
CONSTRUCTION.
3. NO REGULATED ACTIVITY SHALL OCCUR WITHIN THE WETLANDS AREA OR REGULATED
UPLAND AREAS AS SHOWN HEREON AS N THESE PLANS WITHOUT APPROVAL
BY THE TOWN • • 1 WETLANDSCOMMISSION.
4. ALL DISTURBED • COVERED BY BUILDINGS,1 WALKS SHALL 3
SEEDEDLANDSCAPED
OR PLANTED WITH GRASS. GRASS AREAS SHALL BE LOAMED (FOUR -INCH
MINIMUM), FERTILIZED, AND MULCHED AS REQUIRED i SUIT SOIL• 1
5. ALL WORK SHALL BE COMPLETED IN ACCORDANCEOOF MONTVILLE STANDARDS.
6. AN EXCAVATION PERMIT WILL BE REQUIRED FROM THE TOWN OF MONTVILLE PUBLIC WORKS
DEPARTMENT PRIOR TO CONSTRUCTION.
7. SITE UGHTING SHALL BE PROVIDED BY BUILDING MOUNTED LIGHTS AND SHALL BE DIRECTED SO AS
VOT SHINE ON ADJACENT RESIDENTIAL PROPERTIES
GRADING, SEDIMENT AND EROSION CONTROL NOTES:
1. THIS PROJECT IS FOR THE MODIFICATION OF THE EXISTING RESIDENTIAL HOUSE SITE TO A
CONSTRUCT AN ATTACHED PROFESSIONAL DENTAL OFFICE. ASSOCIATED CONSTRUCTION
CONCERNS WITH REGARDS TO SOIL EROSION AND SEDIMENT CONTROL INCLUDE:
A. TRACKING OF MATERIAL ONTO GALLIVAN LANE. THIS WILL BE CONTROLLED WITH THE USE
OF A STONE CONSTRUCTION ENTRANCE.
B. POTENTIAL EROSION OF DISTURBED AREAS:
NEW SEDIMENT FENCE SHALL BE THE FIRST ITEM OF CONSTRUCTION. THE SEDIMENT FENCE
SHALL BE INSTALLED AT ALL DOWN GRADIENT LIMITS OF DISTURBANCE AND SHALL BE
MAINTAINED UNTIL ALL DISTURBED AREAS ARE PERMANENTLY STABLIZED.
2. CONSTRUCTION SEQUENCE FOR SOIL EROSION AND SEDIMENT CONTROLS:
A. A PRE -CONSTRUCTION MEETING WITH THE PLANNING DEPARTMENT SHALL BE HELD PRIOR
TO THE START OF SITE CONSTRUCTION.
B. THE TOWN OF MONTVILLE PLANNING STAFF SHALL INSPECT THE EROSION CONTROL
MEASURES PRIOR TO THE START OF CONSTRUCTION.
C. THE PROPERTY OWNER SHALL DESIGNATE AN INSPECTOR, WITH EXPERIENCE IN SEDIMENT AND
EROSION CONTROL. THE INSPECTORS NAME, ADDRESS AND TELEPHONE SHALL BE PROVIDED
TO THE TOWN PLANNING DEPARTMENT PRIOR TO THE START OF CONSTRUCTION.
D. INSTALL TEMPORARY CONSTRUCTION ENTRANCE, SEDIMENT FENCES AND/OR HAY BALE
BARRIERS AS SHOWN ON THESE PLANS.
E. CLEAR TREES, SHRUBS AND BRUSH IN AREAS WHERE GRADING WILL BE REQUIRED AND GRUB
AREAS TO REMOVE ALL STUMPS, ROOTS, ETC. DISPOSE OF ALL MATERIAL CLEARED AND
GRUBBED OFF SITE.
F. EXCAVATE AND AND INSTALL FOOTINGS AND FOUNDATION WALLS.
G. EXCAVATE AND/OR FILL WORK SITE TO SUB GRADE LEVEL FILL WILL BE PLACED AND
COMPACTED IN B INCH LIFTS AND SHALL BE FREE OF BRUSH, RUBBISH, LOGS, BUILDING
DEBRIS, OR ANY OTHER OBJECTIONABLE MATERIAL MOISTEN SOIL SURFACE PERIODICALLY
WITH WATER TO MINIMIZE DUST.
H. INSTALL SITE UTILITIES, ADD EROSION CONTROL DEVICES AS NEEDED.
I. PLACE AND COMPACT BASE MATERIAL TO FINAL GRADE. INSTALL PAVEMENT, LANDSCAPING,
RAIN GARDEN, ETC.
J. ALL DISTURBED AREAS NOT COVERED BY BUILDINGS, PAVEMENT AND WALKS SHALL BE
GRADED AND STABILIZED AS FOLLOWS:
1. PLACE A MINIMUM OF 4 INCHES OF TOPSOIL IN ALL AREAS. APPLY LIMESTONE AND
FERTILIZER IN ACCORDANCE WITH SOIL TEST RECOMMENDATIONS.
2. APPLY RECOMMENDED SEED MIXTURE AT RECOMMENDED RATE.
3. APPLY STRAW OR HAY MULCH ON ALL SEEDED AREAS.
4. SEEDING SHOULD TAKE PLACE BETWEEN APRIL 1 AND JUNE 15 OR AUGUST 15 AND
SEPTEMBER 30. IF OUTSIDE THESE PERIODS, AREAS SHALL BE STABILIZED WITH STRAW OR
HAY MULCH AT A RATE OF 90 POUNDS PER 1000 SQUARE FEET.
RECOMMENDED SEED MIXTURE:
LBS/1000
S9 FT
KENTUCKEY BLUEGRASS .45
CREEPING RED FESCUE .45
PERENNIAL RYE GRASS .10
K. UPON COMPLETION OF SITE WORK AND DISTURBED AREA STABILIZATION ALL ACCUMULATED
SEDIMENTS ARE TO BE REMOVED.
SITE DETAILS
COMMERCIAL SITE PLAN
14 G"'ALLIVAN LANE
UNCASVILLE, CONNECTICUT
PROPERTY OF
MARK PENG
ALE
JB MAY 1 2008 NONE
3v,WSHEET NO.
JB 1 k
07062-1 1 4 OF 4
zn
coy.....................
N/F
AONTMLLE NATIONAL
LITTLE LEAGUE
VOLUME 137 PAGE 936
iL
A-2 Maps and Surveys
Engineering * Surveying
David A. King, FE
G27 Norwich Road (Rte 82)
Oakdale, CT OG370 C5
IN
FN /F
CMON -E NA70NAfVL
LITTLE LEAGUE
VOLUME 137 PAGE 936
SAW—CUT & PATCH
EXISTING PAVEMENT
S
BCLcC
S
s
Ep
sj3C7131741
WALlc_
EXISTING WELLS, TBR
JANIES BERNARrDO LAND SURVEYING, LLC
102A SPITHEAD ROAD
NN-A-l-ERFORD, CONNECTICUT 06385
860)447-0236
N/F
JACK D$ELIA
LOLA D'ELI A
VOLUME 164 PAGE 6811
ZONING COMPLIANCE TABLE
ZONII IG DISTRICT C-1 (COMMERCIAL 1) DISTRICTl
SPECIES
REQUIRED PROVIDED
LOT AREA 10,000 SQ FT 30,000 SQ FT
LOT FRONTAGE 150 FT 150.00 FT
FRONT YARD 30 FT 20 FT (D
SIDE YARD 15 FT 11 FT (D
REAR YARD 15 FT 172 FT
BUILDING HEIGHT 35 FT 23 FT MA
PARKING 17 REQUIRED 20 PROVIDED
TRUCK LOADING NONE REQUIRED NONE REQUIRED
WATER SUPPLY CIN -SITE WELL
SANITARY SEWER MUNICIPAL SANITARY SEWER
C)PRE-EXISTING NON -CONFORMING
DOFF -STREET PARKING CALCULATIONS
PROFESSIONAL OFFICE:
1 SPACE FOR EACH 150 SQUARE FEET GROSS FLOOR AREA (SECT 19.3.23)
2,240 SQ FT X 1 SPACE/150 SQ FT = 14.9 SPACES REQUIRED
2 SPACES FOR EACH UNIT (SECT 19-3.1)
1 UNIT X 2 SPACES/UNIT = 2 SPACES REQUIRED
GRAP SIC SCALE
20 c 10 20 40
IN FEET )
1 inch = 20 ft.
TOTAL = 17 SPACES REQUIRED
80
j I "IM WIN,- I I__ I -a I.- -_ -- -- -.11 -
ALLOWS A HIGH INFILTRATION
CAPACITY
Owl SPECIES NOTES
TREES & SHRUBS
HIGHBUSH BLUEBERRY
ILEX GLABRA
WNTERBERRY HOLLY
ILEX VERTICILLATA SPREAD
RED TWIG DOGWO_I`OkO'
ORNUS SERICEA HEIGHT
INDICATES AREAS OF BARK MULCH
CURB STOPS, TYP
133
NOTE: THIS RAINGARDEN HAS BEEN DESIGNED BASED ON PRINCIPALS OUTLINED IN THE "BIORETENT10N DESIGN SPECIFICATIONS AND
CRITERIA, PRINCE GEORGE'S COUNTY, MARYLAND
HTTP: //WWCO. PG. MD.0 S/GOVEFN MEN T/AGEN CYI N D EX/'DER/ESD/BIORETENTlON/PDF/BIORETEN TION—DESIGN—MANUAL PDF
RAINGARDEN SECTION
NOT TO SCALE
1 7-24-08 REVISED AS PER TOWN ENGINEERS COMMENTS
NO. DATE DESCRIPTION
REVISIC"'S
SITE DEVELOPMENT PLAN
COMMERCIAL SITE PLAN
14 GALLIVAN LANE
UNCASVILLE, CONNECTICUT
PROPERTY OF
MARK PENG
SCALE:
JB MAY 1 2008 1" 20'
BY E) R-AAX'N, 7: DRAWINGNO: SHEETNO.
0
JB 1 07062-1 1 3 OF 4
r.