HomeMy WebLinkAboutLocation MapPERC RATE: 8 MINS/INCH DROP
�I MON FND
• IP / DH FND
SjE� T HOLE DATA;
TEST HOLES PERFORMED 7/15/08,
WITNESSED BY P. LAFAYETTE, P.E. AND
L, DICESARE, SANITARIAN
team
0--12" TOPSOIL
12-38" TAN FINE TO MEDIUM SILTY
SAND
38-62„GREY FINE SILTY SAND W/SOME
STONES
NO MOTTLING
NO WATER
LEDGE AT 62”
0-8" TOPSOIL
8-42' TAN FINE TO MEDIUM SILTY
SAND
42-65' GREY FINE SILTY SAND W/SOME
STONES
NO MOTTLING
NO WATER
NO LEDGE
PROPERTY LINE
STREET LINE
BUILDING LINE
CONTOURS
STONEWALL
UTILITY POLE
MONUMENT FOUND
IRON PIN OR DRILL HOLE FOUND
flavam
0--8" TOPSOIL
8-18" TAN SUBSOIL
18--48" TAN FINE TO MEDIUM SILTY SAND
48-68" GREY FINE SILTY SAND W/SOME STONES
NO MOTTLING
NO WATER
NO LEDGE
Ili!
0-8" TOPSOIL
8-28" TAN FINE TO MEDIUM SILTY SAND
28-72" GREY FINE SILTY SAND W/SOME
STONES
NO MOTTLING
NO WATER
NO LEDGE
2oa
206
N/F
STEVEN LOGAN
VOLUME 345, PAGE 915
+:(� v
. • s
• •• .1Uj
,.
{ r
30 0 30 60 * 1
rh` J :.
GRAPHIC SCALE IN FEET ,
N/F
BRUCE & CEC'ELIA
GRISAFE
VOLUME 308, PAGE 52
APPROXIMATE
LOCATION OF
EXISTING BUILDING
EXISTING GRAVEL
DRIVEWAY
SLOPING RIGHTS ON LOT 32-6
318 BUTLERTOWN ROAD
EXISTING
CONDITIONS
SCALE: 1 " = 30'
16) LOCATION'.MAP
6- 2000 0 2000 4000
iF
GRAPHIC SCALE IN FEET
SURVEYORS NOTE:
\ 1, THIS PLAN AND THE SURVEY IT IS BASED ON HAVE BEEN PREPARED IN ACCORDANCE WITH THE
® REGULATIONS OF CONNECTICUT STATE AGENCIES, SECTIONS 20-3006--1 THROUGH 2O-3006-20,
\ �, / "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" ENDORSED BY THE
\90Ot
`� CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC, THE TYPE OF SURVEY IS LIMITED PROPERTY
SURVEY, THE BOUNDARY DETERMINATION CATEGORY IS DEPENDENT RESURVEY AND THE HORIZONTAL
_ ACCURACY CONFORMS TO CLASS A--2 AND VERTICAL T-2.
TE t"
P R ,FERENQES:
1. {"SUBDIVISION PREPARED FOR HORACE LINDO & ANTONIO IACONIELLO, RTE 161 & BUTLERTOWN RD.
MONTVILLE, CONNECTICUT, SHEETS 1 AND 2 3-13-96 REVISED THROUGH 6--7-96."
O 2. "RESUBDIVISIONLOT 32--6, LINDON AND IACONIELLO SUBDIVISION, BUTLERTOWN RD. AND RTE. 161
\ ..� MONTVILLE, CONNECTICUT, JAN. 26, 1999, 1 "=40', SHEET 2 OF 2, BY JOSEPH A. PELTIER, P.E."
GENERAL NOTES:.
1. SEPTIC SYSTEM TO BE APPROVED BY THE UNCAS HEALTH DISTRICT.
2. PRIOR TO THE START OF CONSTRUCTION, THE DEVELOPER MUST CONTACT THE TOWN PLANNER TO
\ ARRANGE A PRE CONSTRUCTION MEETING.
\ 3. THE ZONING ENFORCEMENT OFFICER MUST BE CONTACTED 48 HOURS PRIOR TO THE START OF
CONSTRUCTION.
4. MAINTENANCE OF THE DETENTION BASIN IS THE RESPONSIBILITY OF THE PROPERTY OWNER.
l 5. ALL WORK TO CONFORM TO TOWN OF MONTVILLE SITE PLAN STANDARDS,
6. CALL BEFORE YOU DIG, AT 1-800--922-4455, WILL BE CONTACTED PRIOR TO INITIATION OF THIS
PROJECT.
7. SITE LIGHTING SHALL BE SHIELDED TO DIRECT LIGHT GLARE AWAY FROM ADJOINING PROPERTIES.
8. THIS IS FOR PERMIT PURPOSES ONLY: IT IS NOT A CONTRACT DOCUMENT.
9. THIS PLAN IS FOR THE CONSTRUCTION OF A 2,400 SF BUILDING WITH 4 PARKING SPACES.
10. THIS SITE IS LOCATED IN THE (LI) LIGHT INDUSTRIAL ZONE DISTRICT.
11. ALL TRAFFIC CONTROL SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO "MANUAL OF
ZZs UNIFORM TRAFFIC CONTROL DEVICES" STANDARDS.
12. ALL NEW UTILITIES, INCLUDING CATV, WILL BE INSTALLED UNDERGROUND.
224
13. TOPOGRAPHY WAS TAKEN FROM MAP REF. #2 AND FIELD VERIFIED FROM FIELD SURVEY
CONDUCTED IN FEBRUARY 2010.
222 14. PERMANENT MARKERS ARE TO BE PLACED AT THE LIMITS OF THE WETLAND REVIEW AREA PRIOR
TO BUILDING CONSTRUCTION.
PARKINGAC LCULATIQN:
COMMON DRIVEWAY EASEMENT
(PER SEDT. 19.3.20) ,``,,`�rrr,� CON
%rl'r•�
1 SPACE / 1,000 SF FLOOR AREA = 2.4 SPACES ,o�ati o wr��f¢P<,,,� .,r
REQUIRED 3.0 SPACES ,%N Y off r ,E J. c�F� ~��r
PROVIDED 4.0 SPACES rr o A
G
1 HANDICAP SPACE REQUIRED AND PROVIDED
N/'F
KATHLEEN & JEFFREY
BARBERI
VOLUME 493, PAGE 1181
TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT TO MY KNOWLEDGE AND BELIEF, THE WETLANDS ARE CORRECT AS
AS NOTED HEREON. SHOWN ON THIS MAP.
JEROME J. DEMPSEY, LS#18141
MICHAEL G. SCHAEFER, SR„ PROFESSIONAL SOIL SCIENTIST
SHEET INDEX
1) LOCATION MAP, GENERAL NOTES AND A-2 SURVEY
2) SITE PLAN
3) EROSION AND SEDIMENT CONTROL AND SITE DETAILS
CERTIFIED BY THE TOWN OF MONTVILLE INLAND WETLANDS COMMISSION
CHAIRMAN, MONTVILLE INLAND WETLANDS DATE
LOCATION MAH G NERAL ISO' -1 -`ES & A-2 SURVEY
JONES LANDSCAPE, LLC
31.8 BUTLERTOWN ROAD
PERFORMED 7/18/08
BY P. LAFAYETTE, P.E.
PREPARED FOR
DANJONES
DEPTH 23"
DRAWN BY:
PRESOAK 12:00 P.M.
TJ I
TIME MEASURE (In.)
DROP (in.)
1:10 5
3—Yz
1:15 8—h
3--J2
1:20 12
2
1:25 14
2
1:30 16
1. --,iii
1:35 17—Y2
1:40 18-1/4
1:45 18-7/8
1:50 19—Y2
1:55 20-1/8
PERC RATE: 8 MINS/INCH DROP
�I MON FND
• IP / DH FND
SjE� T HOLE DATA;
TEST HOLES PERFORMED 7/15/08,
WITNESSED BY P. LAFAYETTE, P.E. AND
L, DICESARE, SANITARIAN
team
0--12" TOPSOIL
12-38" TAN FINE TO MEDIUM SILTY
SAND
38-62„GREY FINE SILTY SAND W/SOME
STONES
NO MOTTLING
NO WATER
LEDGE AT 62”
0-8" TOPSOIL
8-42' TAN FINE TO MEDIUM SILTY
SAND
42-65' GREY FINE SILTY SAND W/SOME
STONES
NO MOTTLING
NO WATER
NO LEDGE
PROPERTY LINE
STREET LINE
BUILDING LINE
CONTOURS
STONEWALL
UTILITY POLE
MONUMENT FOUND
IRON PIN OR DRILL HOLE FOUND
flavam
0--8" TOPSOIL
8-18" TAN SUBSOIL
18--48" TAN FINE TO MEDIUM SILTY SAND
48-68" GREY FINE SILTY SAND W/SOME STONES
NO MOTTLING
NO WATER
NO LEDGE
Ili!
0-8" TOPSOIL
8-28" TAN FINE TO MEDIUM SILTY SAND
28-72" GREY FINE SILTY SAND W/SOME
STONES
NO MOTTLING
NO WATER
NO LEDGE
2oa
206
N/F
STEVEN LOGAN
VOLUME 345, PAGE 915
+:(� v
. • s
• •• .1Uj
,.
{ r
30 0 30 60 * 1
rh` J :.
GRAPHIC SCALE IN FEET ,
N/F
BRUCE & CEC'ELIA
GRISAFE
VOLUME 308, PAGE 52
APPROXIMATE
LOCATION OF
EXISTING BUILDING
EXISTING GRAVEL
DRIVEWAY
SLOPING RIGHTS ON LOT 32-6
318 BUTLERTOWN ROAD
EXISTING
CONDITIONS
SCALE: 1 " = 30'
16) LOCATION'.MAP
6- 2000 0 2000 4000
iF
GRAPHIC SCALE IN FEET
SURVEYORS NOTE:
\ 1, THIS PLAN AND THE SURVEY IT IS BASED ON HAVE BEEN PREPARED IN ACCORDANCE WITH THE
® REGULATIONS OF CONNECTICUT STATE AGENCIES, SECTIONS 20-3006--1 THROUGH 2O-3006-20,
\ �, / "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" ENDORSED BY THE
\90Ot
`� CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC, THE TYPE OF SURVEY IS LIMITED PROPERTY
SURVEY, THE BOUNDARY DETERMINATION CATEGORY IS DEPENDENT RESURVEY AND THE HORIZONTAL
_ ACCURACY CONFORMS TO CLASS A--2 AND VERTICAL T-2.
TE t"
P R ,FERENQES:
1. {"SUBDIVISION PREPARED FOR HORACE LINDO & ANTONIO IACONIELLO, RTE 161 & BUTLERTOWN RD.
MONTVILLE, CONNECTICUT, SHEETS 1 AND 2 3-13-96 REVISED THROUGH 6--7-96."
O 2. "RESUBDIVISIONLOT 32--6, LINDON AND IACONIELLO SUBDIVISION, BUTLERTOWN RD. AND RTE. 161
\ ..� MONTVILLE, CONNECTICUT, JAN. 26, 1999, 1 "=40', SHEET 2 OF 2, BY JOSEPH A. PELTIER, P.E."
GENERAL NOTES:.
1. SEPTIC SYSTEM TO BE APPROVED BY THE UNCAS HEALTH DISTRICT.
2. PRIOR TO THE START OF CONSTRUCTION, THE DEVELOPER MUST CONTACT THE TOWN PLANNER TO
\ ARRANGE A PRE CONSTRUCTION MEETING.
\ 3. THE ZONING ENFORCEMENT OFFICER MUST BE CONTACTED 48 HOURS PRIOR TO THE START OF
CONSTRUCTION.
4. MAINTENANCE OF THE DETENTION BASIN IS THE RESPONSIBILITY OF THE PROPERTY OWNER.
l 5. ALL WORK TO CONFORM TO TOWN OF MONTVILLE SITE PLAN STANDARDS,
6. CALL BEFORE YOU DIG, AT 1-800--922-4455, WILL BE CONTACTED PRIOR TO INITIATION OF THIS
PROJECT.
7. SITE LIGHTING SHALL BE SHIELDED TO DIRECT LIGHT GLARE AWAY FROM ADJOINING PROPERTIES.
8. THIS IS FOR PERMIT PURPOSES ONLY: IT IS NOT A CONTRACT DOCUMENT.
9. THIS PLAN IS FOR THE CONSTRUCTION OF A 2,400 SF BUILDING WITH 4 PARKING SPACES.
10. THIS SITE IS LOCATED IN THE (LI) LIGHT INDUSTRIAL ZONE DISTRICT.
11. ALL TRAFFIC CONTROL SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO "MANUAL OF
ZZs UNIFORM TRAFFIC CONTROL DEVICES" STANDARDS.
12. ALL NEW UTILITIES, INCLUDING CATV, WILL BE INSTALLED UNDERGROUND.
224
13. TOPOGRAPHY WAS TAKEN FROM MAP REF. #2 AND FIELD VERIFIED FROM FIELD SURVEY
CONDUCTED IN FEBRUARY 2010.
222 14. PERMANENT MARKERS ARE TO BE PLACED AT THE LIMITS OF THE WETLAND REVIEW AREA PRIOR
TO BUILDING CONSTRUCTION.
PARKINGAC LCULATIQN:
COMMON DRIVEWAY EASEMENT
(PER SEDT. 19.3.20) ,``,,`�rrr,� CON
%rl'r•�
1 SPACE / 1,000 SF FLOOR AREA = 2.4 SPACES ,o�ati o wr��f¢P<,,,� .,r
REQUIRED 3.0 SPACES ,%N Y off r ,E J. c�F� ~��r
PROVIDED 4.0 SPACES rr o A
G
1 HANDICAP SPACE REQUIRED AND PROVIDED
N/'F
KATHLEEN & JEFFREY
BARBERI
VOLUME 493, PAGE 1181
TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT TO MY KNOWLEDGE AND BELIEF, THE WETLANDS ARE CORRECT AS
AS NOTED HEREON. SHOWN ON THIS MAP.
JEROME J. DEMPSEY, LS#18141
MICHAEL G. SCHAEFER, SR„ PROFESSIONAL SOIL SCIENTIST
SHEET INDEX
1) LOCATION MAP, GENERAL NOTES AND A-2 SURVEY
2) SITE PLAN
3) EROSION AND SEDIMENT CONTROL AND SITE DETAILS
CERTIFIED BY THE TOWN OF MONTVILLE INLAND WETLANDS COMMISSION
CHAIRMAN, MONTVILLE INLAND WETLANDS DATE
LOCATION MAH G NERAL ISO' -1 -`ES & A-2 SURVEY
JONES LANDSCAPE, LLC
31.8 BUTLERTOWN ROAD
MONTVILLE, CONI` EC:rIIC UT
DATE:
PREPARED FOR
DANJONES
February 18, 20110
DRAWN BY:
.512 SQUAW ROCK ROAD
TJ I
MOOSUP, CT 06354
SCALE: �
206
N/F
STEVEN LOGAN
VOLUME 345, PAGE 915
+:(� v
. • s
• •• .1Uj
,.
{ r
30 0 30 60 * 1
rh` J :.
GRAPHIC SCALE IN FEET ,
N/F
BRUCE & CEC'ELIA
GRISAFE
VOLUME 308, PAGE 52
APPROXIMATE
LOCATION OF
EXISTING BUILDING
EXISTING GRAVEL
DRIVEWAY
SLOPING RIGHTS ON LOT 32-6
318 BUTLERTOWN ROAD
EXISTING
CONDITIONS
SCALE: 1 " = 30'
16) LOCATION'.MAP
6- 2000 0 2000 4000
iF
GRAPHIC SCALE IN FEET
SURVEYORS NOTE:
\ 1, THIS PLAN AND THE SURVEY IT IS BASED ON HAVE BEEN PREPARED IN ACCORDANCE WITH THE
® REGULATIONS OF CONNECTICUT STATE AGENCIES, SECTIONS 20-3006--1 THROUGH 2O-3006-20,
\ �, / "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" ENDORSED BY THE
\90Ot
`� CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC, THE TYPE OF SURVEY IS LIMITED PROPERTY
SURVEY, THE BOUNDARY DETERMINATION CATEGORY IS DEPENDENT RESURVEY AND THE HORIZONTAL
_ ACCURACY CONFORMS TO CLASS A--2 AND VERTICAL T-2.
TE t"
P R ,FERENQES:
1. {"SUBDIVISION PREPARED FOR HORACE LINDO & ANTONIO IACONIELLO, RTE 161 & BUTLERTOWN RD.
MONTVILLE, CONNECTICUT, SHEETS 1 AND 2 3-13-96 REVISED THROUGH 6--7-96."
O 2. "RESUBDIVISIONLOT 32--6, LINDON AND IACONIELLO SUBDIVISION, BUTLERTOWN RD. AND RTE. 161
\ ..� MONTVILLE, CONNECTICUT, JAN. 26, 1999, 1 "=40', SHEET 2 OF 2, BY JOSEPH A. PELTIER, P.E."
GENERAL NOTES:.
1. SEPTIC SYSTEM TO BE APPROVED BY THE UNCAS HEALTH DISTRICT.
2. PRIOR TO THE START OF CONSTRUCTION, THE DEVELOPER MUST CONTACT THE TOWN PLANNER TO
\ ARRANGE A PRE CONSTRUCTION MEETING.
\ 3. THE ZONING ENFORCEMENT OFFICER MUST BE CONTACTED 48 HOURS PRIOR TO THE START OF
CONSTRUCTION.
4. MAINTENANCE OF THE DETENTION BASIN IS THE RESPONSIBILITY OF THE PROPERTY OWNER.
l 5. ALL WORK TO CONFORM TO TOWN OF MONTVILLE SITE PLAN STANDARDS,
6. CALL BEFORE YOU DIG, AT 1-800--922-4455, WILL BE CONTACTED PRIOR TO INITIATION OF THIS
PROJECT.
7. SITE LIGHTING SHALL BE SHIELDED TO DIRECT LIGHT GLARE AWAY FROM ADJOINING PROPERTIES.
8. THIS IS FOR PERMIT PURPOSES ONLY: IT IS NOT A CONTRACT DOCUMENT.
9. THIS PLAN IS FOR THE CONSTRUCTION OF A 2,400 SF BUILDING WITH 4 PARKING SPACES.
10. THIS SITE IS LOCATED IN THE (LI) LIGHT INDUSTRIAL ZONE DISTRICT.
11. ALL TRAFFIC CONTROL SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO "MANUAL OF
ZZs UNIFORM TRAFFIC CONTROL DEVICES" STANDARDS.
12. ALL NEW UTILITIES, INCLUDING CATV, WILL BE INSTALLED UNDERGROUND.
224
13. TOPOGRAPHY WAS TAKEN FROM MAP REF. #2 AND FIELD VERIFIED FROM FIELD SURVEY
CONDUCTED IN FEBRUARY 2010.
222 14. PERMANENT MARKERS ARE TO BE PLACED AT THE LIMITS OF THE WETLAND REVIEW AREA PRIOR
TO BUILDING CONSTRUCTION.
PARKINGAC LCULATIQN:
COMMON DRIVEWAY EASEMENT
(PER SEDT. 19.3.20) ,``,,`�rrr,� CON
%rl'r•�
1 SPACE / 1,000 SF FLOOR AREA = 2.4 SPACES ,o�ati o wr��f¢P<,,,� .,r
REQUIRED 3.0 SPACES ,%N Y off r ,E J. c�F� ~��r
PROVIDED 4.0 SPACES rr o A
G
1 HANDICAP SPACE REQUIRED AND PROVIDED
N/'F
KATHLEEN & JEFFREY
BARBERI
VOLUME 493, PAGE 1181
TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT TO MY KNOWLEDGE AND BELIEF, THE WETLANDS ARE CORRECT AS
AS NOTED HEREON. SHOWN ON THIS MAP.
JEROME J. DEMPSEY, LS#18141
MICHAEL G. SCHAEFER, SR„ PROFESSIONAL SOIL SCIENTIST
SHEET INDEX
1) LOCATION MAP, GENERAL NOTES AND A-2 SURVEY
2) SITE PLAN
3) EROSION AND SEDIMENT CONTROL AND SITE DETAILS
CERTIFIED BY THE TOWN OF MONTVILLE INLAND WETLANDS COMMISSION
CHAIRMAN, MONTVILLE INLAND WETLANDS DATE
LOCATION MAH G NERAL ISO' -1 -`ES & A-2 SURVEY
JONES LANDSCAPE, LLC
31.8 BUTLERTOWN ROAD
MONTVILLE, CONI` EC:rIIC UT
DATE:
PREPARED FOR
DANJONES
February 18, 20110
DRAWN BY:
.512 SQUAW ROCK ROAD
TJ I
MOOSUP, CT 06354
SCALE: �
s
AS NOTED s
Develo me t Solutions L.L.C.
SHEET NO.
3
A Technical Services Company
1 of 3 I
DRAWING NO.
33 East Town St., Norwich, Connecticut
Phone; (860)204-0248 -- Fax: (860)204-0652
1
INSPECTION COVER INSPECTION COVER
INSPECTION OPENING
INLET --T--• 6"MIN. B" --...- OUTLET
" 12"
1A MIN.
LIQUID GAS DEFLECTOR
2/3 REQUIRED DEPTH
CAPACITY 1 /3 REQUIRED
FILTER FABRIC
TOPSOIL 8"
r ..
,�� ,., . • . ,, ,, 1" BROKEN
S"min � . �' '",?: ;, ; _: �;/,,; STONE
�f�.'�ff/,��%/ff •`'/,`:'�ti �f,\�fti f/ 4" PERF, PVC PIPE
18" MIN. ABOVE GROUND
WATER (MOTTLING)
4' MIN. TO LEDGE
]EEM 5ECTIM
IMIrA .7
NTS
A LAYER OF NON -WOVEN FILTER FABRIC SHALL BE PLACED
OVER ALL STONE BEFORE BACKFILLING, MIMIMUM AVERAGE
ROIL VALUES FOR FABRIC ;SHALL BE 1.5 OZ PER SQUARE
'YARD (PER ASTM 0--37716), A PERMITTIVITY OF 1.0 SEC
(PER ASTM D -►4491) AND A TRAPEZOID TEAR OF 15 LEIS
((PER ASTM D-4533
}
UGU
M MON FND
IP / DH FND
x 110.0
FD
T5
RM
PROPERTY LINE
STREET UNE
BUILDING LINE
EXISTING CONTOUR
STONEWALL.
PROPOSED CONTOUR
CEFESCIEDTMNIAR OILSNTIS
UNDERGROUND UTILITIES
PROPOSED OARING/LIMIT OF DISTURBANCE
UTILITY POLE
MONUMENT FOUND
IRON PIN OR DRILL HOLE FOUND
APPROX. TEST PIT LOCATION
APPROX. PERC, TEST LOCATION
PROPOSED SPLIT GRADE
GRADE TO DRAIN
FOOTING DRAIN
TOPSOIL STOCKPILE
RED MAPLE (6 ft. high)
JES1 h!QLL .06JA .. Pte. ON TES,
TEST HALES PERFORMED 3-2-10; PERFORMED 3-3--10
WITNESSED BY UNCAS HEALTH DISTRICT BY P. LAFAYETTE, P.E.
TH_1 TH-2 TH- ; TH-4 DEPTH. 25"
PRESOAK 11:00 A.M.
0-12" TOP SOIL 0•-t1"M TOP SOIL 0-12 p" .TAN FiNIE TO MEDIUM 1 0-13
72" AN FINE aT�D MEDIUM TIME MEASURE in, DROP In.
12•-82" TAN FINE TO 'MEDIUM 11-67 TAN FINE TO MEDIUM ( ) ( )
SILT SAND W/STONES SILT SAND W/STONES SILT SAND W/STONES SILT SAND W/STONES 1:10" 6"
P E AT 27" SEEPAGE AT 34" MOTTLING AT - 26 MOTTLING AT 28" 1:15 8-,'K" 2"
SEE AG 1: 25 12" " 1-)67
WATER AT 28" WATER AT 35" WATER AT 39 WATER AT 36 •
NO LEDGE. NO LEDGE NO LENGE NO LEDGE 1:30 12--Y4! Y4
1:35 13--)V y,4."
1:40 14--'Y4" X"
PERC RATE: 6.7 MINS/INCH
BENCHMARK SET
TtV. 22 MwOr(MAP R oUN) U L E R T N A
ELEV.-229.I (MAD R F. #2) D +
4079
S 30654'04" E
,. ,...., 4010},. "Now ou� ..... .... ..... � WOW "mom IP FND,
MON FND 200.00` IP FND SENT
W--- ---- - TOP
GN
APPROXIMATE SEPTIC LOCATION
-w-r---170*tTS
RM
_ A ,. .,,�,... _,�,
4!��'SWELL
10 �. COMPACTED
' �`s RFA
�,
RM
RM RM
APPROXIMATE
WELL LOCATION
0 CLEARING LIMITS ` 3 CONCRETE APRON? `_ 226
r" „s ��+a F� .........�...�.....� " tz
V ®" 4
"\ � Tar 1'? . rG� ti•t G. ,
\ BI
BUILDING MOUNTED LIGHT
(SEE DETAIL)
ENTRY DOOR 4O" �►� - -- ,,,.--'"
MID) \, METAL BUILDING, / ry
.2.400 SFf cc) t,, c. , �� ST & BAR
«.` - OUTSIDE MATERIAL
STORAGE BIN
224 . _ �, ✓000
ROGE
N 220
� LEADER � a1�II�A�:TED �
� GRAVEL �'
SURFkCE 2� s
DUMPSTER ENCLOSURE -- -�°
4, (SEE DETAIL)
222
218
Q �{"
CJS �� Q 32 8'x20' STORAGE l x 215
S.0 TN. 4 CONTAINER
PRIMARY PT x 222.5 Q • • cb`L�'
iT'I'S
HELCO -c7-
10577
CONSTRUCTION ENTRANCE
(SEE DETAIL)
PAVED (BIT. CONC.) COMMON
DRIVEWAY PER DECLARATION
VOL. 336. PAGE 782)
T. CONCRETE APRON
VACANT LOT
• �.
RESERVE 6 �``--- COMMON DRIVEWAY EASEMENT
ti F Lil (VOL. 336, PAGE 782)
fi 218 ................__
0 RIP AP
ROOF LEADERS AND
FOOTING GRAIN
c� CLEARING LIMITS
(TIGHT PIPE W/RUBBER x 215 CF `'< t6 T
z GASKETED JOINTS FOR SILT OUTLET CONTROL
EACH PIPE) FENCE STRUCTURE
..._.�-- ' .r.� --�- ---- (SEE DETAIL)
0
Y-
to
20 L.F.
4 f" HDPE
8 WIDE RP -RAP '�T6
} EOGE 4F EMERGENCY SFILLWAY
WETLANDS t ELEV.217.5
`'�•.-.% �� RIP --RAP / 2
EPLASH
8'Lx10'W
FEU INV=214„3
All
lot ., 4wca ,q4'
10' SLOPING
C� RIGHTS
........•.-,4444----"",'
I jr IS THE INTENT OF THIS SURVEYOR TO SHOW THE PROPOSED REVISED
LOCATION OF THE PARKING SPACES AND OUTSIDE STORAGE BIN
I ' THE AR�E'AS� AR.�KED ON THIS PIANAfS OF MARCH ', 2017
�tr
f VACANT LOT
A'D M. COO x LLS March 6, 201 ? M1
SITE PLAN
SCALE: 1" 20' ,
20 0 20 40
GRAPHIC SCALE IN FEET
•
I. EXISTING STORAGE •TENTS TO BE REMOVED.
2. EXISTING STORAGE CONTAINER TO BE RELOCATED ON SITE.
3. PRIOR 'TO THE COMMENCEMENT OF ANY: d1ARING OR CONSTRUCTION ACTIVITY, THE LIMITS OF
CLEARING MUST BE IDENTIFIED BY ORANGE CONSTRUCTION FENCING. 5, :• .
4. PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED IN''
DEVELOPMENT OF THIS PLAN.
S. THE PROPOSED BUILDING IS TO BE USED FOR THE STORAGE OF LANDSCAPING MATERIALS AND
EQUIPMENT, I.E.. TOOLS, FERTILIZER, LAWN MOWERS,. WEED WACKERS, TRIMMERS, ETC.
A. INDUSTRIAL BUILDING, 0.1 GPD/SF .. 2400 x 0,1 240 GPD.
S. 1,000 GALLON TWO COMPARTMENT SEPTIC TANK REQUIRED BY CODE AND, PROVIDED.
C. DESIGN PERCOLATION RATE: 5.1 TO 10.0 MIN./IN.
D. MINIMUM LEACHING SYSTEM SPREAD
HF w 34, GRADIENT 'BETWEEN 10.1 15 -OX
RESTRICTION BETWEEN 22.1 TO 28" (26")
FF ► 0.8, 240 GPD/300
PF 1.2, PERC, RATE 5.1 - 10.0 MIN/INCH (6.7)
MLSS = HF x FF x PF = 34 x 0.8 x 1,2 32.8' ; (5` PROVIDED)
E. EFFECTIVE LEACHING AREA REQUIRED PER CODE: 240 GPD/1.5 GPD PER SF 160 S.F.
F.'12" HIGH x 48" WIDE STONE TRENCHES SELECTED FOR PRIMARY LEACHING ,SYSTEM DESIGN.
(SCHEDULE 40 PIPE REQUIRED)
EFFECTIVE LEACHING AREA PROVIDED PER I.F. PER CODE: 3.0 S.F.
MINIMUM LENGTH OF TRENCH . REQUIRED: 160 S.F./3.0 S.F /L.F.=53.3' (55' Provided).
G. EFFECTIVE LEACHING AREA PROVIDED:
I -• 55' LONG 12" x 48" TRENCH. 1 x 55` x 3.0 S.F. to 165 S.F.
H. 100; RESERVE AREA REQUIRED AND PROVIDED, SAME AS PRIMARY.
SANITARY ELEVATION DATA:
(D SANITARY INVERT AT FOUNDATION: 221.5
•@32' - 4" DIA, SCHEDULE 40 ASTM 01785 OR EQUIVALENT PIPE (MIN, SLOPE -Y PER FT.)
1,000 GALLON TWO COMPARTMENT SEPTIC TANK (H--20 LOADING)
INVERT IN: 220.25
INVERT OUT: 220.00
W - 4' 'DIA. 'SDR 35 PVC PIPE
"D BOX
INVERT IN. 216415
INVERT OUT: 218.94
2' - 4" DIA. SDR 35 PVC PIPE
48" WIDE x 12" MGH STONE TRENCH (SCHEDULE 40 PIPE REQUIRED)
TOP TRENCH ELEV: 216.4
TRENCH INV.: 218,9 ,
BOTTOM "TRENCH ELEV: 218.4
EX. GRADE (MAX): 218.1
RESTRICTIVE LAYER .(2s"): 216.9
r
SECURE. TO 1--1 /2" GREEN BAKED ENAMEL.
POST WITH (2) 1 /4" GALVANIZED BOLTS
STOP
(1 TOP, 1 BOTTOM) '' ,• ,
y ++• +
NOTE: SIGN TO BE INSTALLED IN
ACCORDANCE WITH STATE OF
CONNECTICUT D.O.T. STANDARDS
5IQP- S10
NOT TO SCALE
HANDICAPPED
PARKING
aa. asnaaox
SECURE TO 1--1/2" GREEN BAKED ENAMEL
POST WITH (2) 1/4" GALVANIZED BOLTS
(1 TOP, 1 BOTTOM)
0�C04)v� .
a'--0" TO GRADE PxCV. L4
NOT TO SCALE
APPROVFD FOR
I,z� 011003kr
''/ e
���'ri►bIf1�8Ma�p
CERTIFIED BY THE TOWN OF MONTVILLE PLANNIW AND ZONING COMMISSION
CHAIRMAN, MONrALLE P & Z COMMISSION DATE
CERTIFIED BY THE TOWN OF MONTVILLE INLAND INETLANDS COMMISSION
CHAIRMAN, MONTVILLE INLAND WETLANDS DATE
DATE REVISION
3--17-10 UNCAS HEALTH COMMENTS 3••-12.10
4
4-16-10 TOM COMMENTS
+6-14-10 TOWN COMMENTS
9-9-10 GARAGE DOOR RELOCATION
.3/4, 17
LOCATION MAP., GENERAL' NOTES & A-2 SURVEY
CAPACITY
LENGTH. NOT GREATER THAN
ICUT
MONTVILLE, CONNECTICUT
4 TIMES WIDTH 6R DEPTH
DA'Z'E:
NOTE: CL+EAMOUT MANHOLE'S AND ALL BAFFLED
February 18, 2010
INSPECTION MANHOLES SHALL BE LOCATED
AT A DI:M NOT GREATER THM 12" BELOW
512 SQUAW ROCK ROAD
FINAL GRADt-
Moosup) k CT 06354
APPENDIX 8
Q11 T1 I ..EILJM
SCALE:
ANUUMBER. EL
4RENCO SYSTEMS FTM 36
FT0884-36
FT1254-36
FT1554•-36
THORSBY & BOWNE SSFANITEE
Technical Services Company
TUF-TITE '""
DRAWING NO.
r
UNITED CONCRETE CO. PL122
ZABEL A100
A1800
A300
A11301
A100 -HIP
A1800 -HIP
A300 -HIP
A1800 --HIP
FILTER FABRIC
TOPSOIL 8"
r ..
,�� ,., . • . ,, ,, 1" BROKEN
S"min � . �' '",?: ;, ; _: �;/,,; STONE
�f�.'�ff/,��%/ff •`'/,`:'�ti �f,\�fti f/ 4" PERF, PVC PIPE
18" MIN. ABOVE GROUND
WATER (MOTTLING)
4' MIN. TO LEDGE
]EEM 5ECTIM
IMIrA .7
NTS
A LAYER OF NON -WOVEN FILTER FABRIC SHALL BE PLACED
OVER ALL STONE BEFORE BACKFILLING, MIMIMUM AVERAGE
ROIL VALUES FOR FABRIC ;SHALL BE 1.5 OZ PER SQUARE
'YARD (PER ASTM 0--37716), A PERMITTIVITY OF 1.0 SEC
(PER ASTM D -►4491) AND A TRAPEZOID TEAR OF 15 LEIS
((PER ASTM D-4533
}
UGU
M MON FND
IP / DH FND
x 110.0
FD
T5
RM
PROPERTY LINE
STREET UNE
BUILDING LINE
EXISTING CONTOUR
STONEWALL.
PROPOSED CONTOUR
CEFESCIEDTMNIAR OILSNTIS
UNDERGROUND UTILITIES
PROPOSED OARING/LIMIT OF DISTURBANCE
UTILITY POLE
MONUMENT FOUND
IRON PIN OR DRILL HOLE FOUND
APPROX. TEST PIT LOCATION
APPROX. PERC, TEST LOCATION
PROPOSED SPLIT GRADE
GRADE TO DRAIN
FOOTING DRAIN
TOPSOIL STOCKPILE
RED MAPLE (6 ft. high)
JES1 h!QLL .06JA .. Pte. ON TES,
TEST HALES PERFORMED 3-2-10; PERFORMED 3-3--10
WITNESSED BY UNCAS HEALTH DISTRICT BY P. LAFAYETTE, P.E.
TH_1 TH-2 TH- ; TH-4 DEPTH. 25"
PRESOAK 11:00 A.M.
0-12" TOP SOIL 0•-t1"M TOP SOIL 0-12 p" .TAN FiNIE TO MEDIUM 1 0-13
72" AN FINE aT�D MEDIUM TIME MEASURE in, DROP In.
12•-82" TAN FINE TO 'MEDIUM 11-67 TAN FINE TO MEDIUM ( ) ( )
SILT SAND W/STONES SILT SAND W/STONES SILT SAND W/STONES SILT SAND W/STONES 1:10" 6"
P E AT 27" SEEPAGE AT 34" MOTTLING AT - 26 MOTTLING AT 28" 1:15 8-,'K" 2"
SEE AG 1: 25 12" " 1-)67
WATER AT 28" WATER AT 35" WATER AT 39 WATER AT 36 •
NO LEDGE. NO LEDGE NO LENGE NO LEDGE 1:30 12--Y4! Y4
1:35 13--)V y,4."
1:40 14--'Y4" X"
PERC RATE: 6.7 MINS/INCH
BENCHMARK SET
TtV. 22 MwOr(MAP R oUN) U L E R T N A
ELEV.-229.I (MAD R F. #2) D +
4079
S 30654'04" E
,. ,...., 4010},. "Now ou� ..... .... ..... � WOW "mom IP FND,
MON FND 200.00` IP FND SENT
W--- ---- - TOP
GN
APPROXIMATE SEPTIC LOCATION
-w-r---170*tTS
RM
_ A ,. .,,�,... _,�,
4!��'SWELL
10 �. COMPACTED
' �`s RFA
�,
RM
RM RM
APPROXIMATE
WELL LOCATION
0 CLEARING LIMITS ` 3 CONCRETE APRON? `_ 226
r" „s ��+a F� .........�...�.....� " tz
V ®" 4
"\ � Tar 1'? . rG� ti•t G. ,
\ BI
BUILDING MOUNTED LIGHT
(SEE DETAIL)
ENTRY DOOR 4O" �►� - -- ,,,.--'"
MID) \, METAL BUILDING, / ry
.2.400 SFf cc) t,, c. , �� ST & BAR
«.` - OUTSIDE MATERIAL
STORAGE BIN
224 . _ �, ✓000
ROGE
N 220
� LEADER � a1�II�A�:TED �
� GRAVEL �'
SURFkCE 2� s
DUMPSTER ENCLOSURE -- -�°
4, (SEE DETAIL)
222
218
Q �{"
CJS �� Q 32 8'x20' STORAGE l x 215
S.0 TN. 4 CONTAINER
PRIMARY PT x 222.5 Q • • cb`L�'
iT'I'S
HELCO -c7-
10577
CONSTRUCTION ENTRANCE
(SEE DETAIL)
PAVED (BIT. CONC.) COMMON
DRIVEWAY PER DECLARATION
VOL. 336. PAGE 782)
T. CONCRETE APRON
VACANT LOT
• �.
RESERVE 6 �``--- COMMON DRIVEWAY EASEMENT
ti F Lil (VOL. 336, PAGE 782)
fi 218 ................__
0 RIP AP
ROOF LEADERS AND
FOOTING GRAIN
c� CLEARING LIMITS
(TIGHT PIPE W/RUBBER x 215 CF `'< t6 T
z GASKETED JOINTS FOR SILT OUTLET CONTROL
EACH PIPE) FENCE STRUCTURE
..._.�-- ' .r.� --�- ---- (SEE DETAIL)
0
Y-
to
20 L.F.
4 f" HDPE
8 WIDE RP -RAP '�T6
} EOGE 4F EMERGENCY SFILLWAY
WETLANDS t ELEV.217.5
`'�•.-.% �� RIP --RAP / 2
EPLASH
8'Lx10'W
FEU INV=214„3
All
lot ., 4wca ,q4'
10' SLOPING
C� RIGHTS
........•.-,4444----"",'
I jr IS THE INTENT OF THIS SURVEYOR TO SHOW THE PROPOSED REVISED
LOCATION OF THE PARKING SPACES AND OUTSIDE STORAGE BIN
I ' THE AR�E'AS� AR.�KED ON THIS PIANAfS OF MARCH ', 2017
�tr
f VACANT LOT
A'D M. COO x LLS March 6, 201 ? M1
SITE PLAN
SCALE: 1" 20' ,
20 0 20 40
GRAPHIC SCALE IN FEET
•
I. EXISTING STORAGE •TENTS TO BE REMOVED.
2. EXISTING STORAGE CONTAINER TO BE RELOCATED ON SITE.
3. PRIOR 'TO THE COMMENCEMENT OF ANY: d1ARING OR CONSTRUCTION ACTIVITY, THE LIMITS OF
CLEARING MUST BE IDENTIFIED BY ORANGE CONSTRUCTION FENCING. 5, :• .
4. PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED IN''
DEVELOPMENT OF THIS PLAN.
S. THE PROPOSED BUILDING IS TO BE USED FOR THE STORAGE OF LANDSCAPING MATERIALS AND
EQUIPMENT, I.E.. TOOLS, FERTILIZER, LAWN MOWERS,. WEED WACKERS, TRIMMERS, ETC.
A. INDUSTRIAL BUILDING, 0.1 GPD/SF .. 2400 x 0,1 240 GPD.
S. 1,000 GALLON TWO COMPARTMENT SEPTIC TANK REQUIRED BY CODE AND, PROVIDED.
C. DESIGN PERCOLATION RATE: 5.1 TO 10.0 MIN./IN.
D. MINIMUM LEACHING SYSTEM SPREAD
HF w 34, GRADIENT 'BETWEEN 10.1 15 -OX
RESTRICTION BETWEEN 22.1 TO 28" (26")
FF ► 0.8, 240 GPD/300
PF 1.2, PERC, RATE 5.1 - 10.0 MIN/INCH (6.7)
MLSS = HF x FF x PF = 34 x 0.8 x 1,2 32.8' ; (5` PROVIDED)
E. EFFECTIVE LEACHING AREA REQUIRED PER CODE: 240 GPD/1.5 GPD PER SF 160 S.F.
F.'12" HIGH x 48" WIDE STONE TRENCHES SELECTED FOR PRIMARY LEACHING ,SYSTEM DESIGN.
(SCHEDULE 40 PIPE REQUIRED)
EFFECTIVE LEACHING AREA PROVIDED PER I.F. PER CODE: 3.0 S.F.
MINIMUM LENGTH OF TRENCH . REQUIRED: 160 S.F./3.0 S.F /L.F.=53.3' (55' Provided).
G. EFFECTIVE LEACHING AREA PROVIDED:
I -• 55' LONG 12" x 48" TRENCH. 1 x 55` x 3.0 S.F. to 165 S.F.
H. 100; RESERVE AREA REQUIRED AND PROVIDED, SAME AS PRIMARY.
SANITARY ELEVATION DATA:
(D SANITARY INVERT AT FOUNDATION: 221.5
•@32' - 4" DIA, SCHEDULE 40 ASTM 01785 OR EQUIVALENT PIPE (MIN, SLOPE -Y PER FT.)
1,000 GALLON TWO COMPARTMENT SEPTIC TANK (H--20 LOADING)
INVERT IN: 220.25
INVERT OUT: 220.00
W - 4' 'DIA. 'SDR 35 PVC PIPE
"D BOX
INVERT IN. 216415
INVERT OUT: 218.94
2' - 4" DIA. SDR 35 PVC PIPE
48" WIDE x 12" MGH STONE TRENCH (SCHEDULE 40 PIPE REQUIRED)
TOP TRENCH ELEV: 216.4
TRENCH INV.: 218,9 ,
BOTTOM "TRENCH ELEV: 218.4
EX. GRADE (MAX): 218.1
RESTRICTIVE LAYER .(2s"): 216.9
r
SECURE. TO 1--1 /2" GREEN BAKED ENAMEL.
POST WITH (2) 1 /4" GALVANIZED BOLTS
STOP
(1 TOP, 1 BOTTOM) '' ,• ,
y ++• +
NOTE: SIGN TO BE INSTALLED IN
ACCORDANCE WITH STATE OF
CONNECTICUT D.O.T. STANDARDS
5IQP- S10
NOT TO SCALE
HANDICAPPED
PARKING
aa. asnaaox
SECURE TO 1--1/2" GREEN BAKED ENAMEL
POST WITH (2) 1/4" GALVANIZED BOLTS
(1 TOP, 1 BOTTOM)
0�C04)v� .
a'--0" TO GRADE PxCV. L4
NOT TO SCALE
APPROVFD FOR
I,z� 011003kr
''/ e
���'ri►bIf1�8Ma�p
CERTIFIED BY THE TOWN OF MONTVILLE PLANNIW AND ZONING COMMISSION
CHAIRMAN, MONrALLE P & Z COMMISSION DATE
CERTIFIED BY THE TOWN OF MONTVILLE INLAND INETLANDS COMMISSION
CHAIRMAN, MONTVILLE INLAND WETLANDS DATE
DATE REVISION
3--17-10 UNCAS HEALTH COMMENTS 3••-12.10
4
4-16-10 TOM COMMENTS
+6-14-10 TOWN COMMENTS
9-9-10 GARAGE DOOR RELOCATION
.3/4, 17
LOCATION MAP., GENERAL' NOTES & A-2 SURVEY
JONES LANDSCAPE, LLC
318 BUTLERTOWN ROAD
ICUT
MONTVILLE, CONNECTICUT
DA'Z'E:
PREPARED FOR
February 18, 2010
DAN JONES
DRAWN BY:
512 SQUAW ROCK ROAD
TJ
Moosup) k CT 06354
SCALE:
AS NOTED
Development Solutions L.L.C,wom
SHEET NO.
Technical Services Company
2 of 3
DRAWING NO.
r
33 East Town St., Norwich, Connecticut
Phone: (860)204-0248 - Fax: (860)204•-0652