HomeMy WebLinkAboutSite Plan4kktv
1000 GAL.
SEPTIC TANK
I -Q0 LOADM
7 es
TEMPORARY TRUCK
STORAGE AREA
DURING CONSTRUCTION
OF STORAGE 5UILDIW-z
jj 040 lol-
v
DIESEL FUEL TANK
20M GALL"
NO. 2 OIL TANK
FOR BUR4ER
20M GALLONS
ALL DISTURBED
AREAS TO BE
STABILIZED WITH
CRUSHED STOKE
TYR-)
A
T71iOUR 30' GATE
OK
SENC44MATQK
JUNE zuuiREADY-
BMIX,
ING. Sheet No.
y
C L A --- Site Plan4a1 1
A A
TE,5T HOLES 9-1 WERE PERFORMED ON 1/10/00 AND PERCOLATION
TEST 01 WAS PERFORMED ON 1/11/99. TEST HOLES *8-13 WERE
PERFORMED ON 1/24/00.TE5T HOLES 014-16 t PERCOLATION TEST 02
WERE PERFORMED ON 4/6/00. TEST HOLES WERE DEWORMED IN
THE PRESENCE OF AN UNCAS HEALTH DISTRICT SANITARIAN,
RAY ANDREWS.
TEST HOLES
NOTE: NO MOTTLING, NO LEDGE FOUND UNLESS
OTHERWISE NOTED PER TEST HOLE.
TH "1
0"-48" FILL - LIGHT GRAY FINE TO COARSE SAND W/ GRAVEL4a"-50" TOPSOIL
50"-56" DARK GRAY SUBSOIL
56"-r ORANGE -BROWN FINE -COARSE SAND
W/ SILT, TRACE OF GRAVEL
60"-10 " DARK GRAY FINE -COARSE SAND W/ SILT,
TRACE OF GRAVEL
10"-104" DARK GRAY FINE -COARSE SILTY CLAY,
TRACE OF GRAVEL
WATER 0 '10"
TN.
0"-55" FILL - LIGHT GRAY/TAN FINE TO COARSE SAND W/ GRAVEL
55"-57 TOPSOIL
51"-63" GRAY SUBSOIL
63"-81" ORANGE -BROWN FINE -COARSE SAND
W/ SILT, GRAVEL
81"-120" ORANGE -BROWN SILTY CLAY, TRACE OF GRAVEL
WATER. * 81"
0"-58" FILL - LIGHT GRAY FINE TO COARSE SAND W/ GRAVEL
58"-60" TOPSOIL
60"-66" GRAY SUBSOIL
66"-85" DARK GRAY MEDIUM TO COARSE SAND W/ TRACE OF GRAVEL
85"-112" ORANGE -BROWN SILTY CLAY, TRACE OF GRAVEL
WATER 0 85"
TP +'4
0"-53" FILL - t IGHT GRAY FINE TO COARSE SAND W/ GRAVEL
53"-55" TOPSOI1,
55"-60" DARK RAY SUBSOIL
60"-85" DARK X-RAY MEDIUM -COARSE SAND W/ SILT,
TRACE OF GRAVEL
85"-115" ORANGE - BROWN SILTY CLAY, TRACE OF GRAVEL
WATER 0 85"
TNS
0"-41" FILL - LIGHT GRAY FINE TO C04RSE SAND W/GRAVEL
47-4e" TOPSOIL
4i'1- 54'1 Cif;-, Y
5 4 11 -15 11 O ,yG .
iBaO.iL..
FIN:—: y
W/ SILT,
75"-106" ORANGE -BROWN SILTY CLAY, TRACE OF GRAVEL
WATER 0 15"
TTH
0"-50" FILL - LI,riHT GRAY FINE TO COARSE SAND W/ GRAVEL
5011=5411 FILL - DARK GRAY FINE TO COARSE SAND W/ GRAVEL
54"-56" TOPSOIL,
56"-62" SUBSOIL
62"-64" DARK G1;AY MEDIUM TO COARSE SAND W/ TRACE OF GRAVEL
64"-112" DARK GRAY SILTY CLAY, TRACE OF GRAVEL
WATER a 64"
TP "1
0"-50" FILL - LIGHT GRAY FINE TO COARSE SAND W/ GRAVEL
501'-51" FILL - ORANGE BAND
51"-55" TOPSOIL
55"-60" SUBSOIL
60"-65" ORANGE BROWN FINE TO MEDIUM SAND W/ SILT,
TRACE OF GRAVEL
65"-108" ORANGE - BROWN SILTY CLAY, TRACE OF GRAVEL
WATER 0 65"
EXISTING
PROPERTY LINE
CONTOURS
EDGE OF ROAD
TREELINE
STONEWALL
CATCH BASIN
MONUMENT
IRON PIN
TREE
0"-65" FILL - LIGHT GRAY/TAN FINE TO COARSE SAND W/ GRAVEL, STONE (6"-1211)
65"-68" TOPSOIL
DARK GRAY SUBSOIL
13"-90" DARK GRAY MEDIUM -COARSE SAND W/ SILT, GRAVEL
90"-118" ORANGE -BROWN SILTY CLAY, TRACE OF GRAVEL
WATER 0 90"
TH'9
0"-54" FILL - LIGHT GRAY FINE TO COARSE SAND W/ GRAVEL, STONES (12"-24")
54"-58" TOPSOIL
56"-68" DARK GRAY SUBSOIL, STONE (24"-361)
68"-84" DARK GRAY FINE -MEDIUM SAND W/ SILT, TRACE OF GRAVEL, STONES
84"-105" ORANGE - BROWN SILTY CLAY, TRACE OF GRAVEL
WATER a 84"
TW M
0"-60" FILL - LIGHT GRAY FINE TO COARSE SAND W/ GRAVEL, STONES (roll -1211)
60"-66" TOPSOIL
66"-69" DARK GRAY SUBSOIL
69"-80" DARK GRAY FINE -MEDIUM SAND W/ SILT, TRACE OF GRAVEL, STONES (24"-3611)
80"-109" ORANGE - BROWN SILTY CLAY, TRACE OF GRAVEL
TPMI
0"-62" FILL - LIGHT GRAY FINE TO COARSE SAND W/ GRAVEL, STONES (roll -12")
62"-66" TOPSOIL
66"-69" DARK GRAY SUBSOIL
69"-80" DARK GRAY FINE -MEDIUM SAND W/ SILT, TRACE OF GRAVEL, STONES (24"-36")
80"-100" ORANGE - BROWN SILTY CLAY, TRACE OF GRAVEL
WATER 0 80"
CROSS SLOPE 1/4" PER FOOT
4
5" CONC. - BROOM FINISH
8" COMPACTED GRAVEL BASE
CONCRETE RAMP DETAIL -EXISTING
NOT TO SCALE
SEPTIC SYSTEM DESIGN DATA
PERCOLATION TEST M
TEST DEPTH - 26" / 11" PRESOAK
PERCOLATION RATE = 13.33 MIN. / INCH
PERCOLATION TEST 02
TEST DEPTH - 18"
PERCOLATION RATE = 10 MIN. / INCH
PERCOLATION TEST 03
TEST DEPTH - 14"
PERCOLATION RATE = 10 MIN. / INCH
CONCRETE FACILITY:
DESIGN DATA
PERCOLATION RATE: 13.3 MIN. / INCH
SEWAGE APPLICATION R.4 -TE: 12 CAPD
10 EMPLOYEES X 20 GAL. = 200 GALJDAY
SF EFFECTIVE AREA = 200/1.2 = 161 FT
161 FTJ3.1 FEET (WIDTH) = 45 FT (I1`,1=ILTRATOR-STANDARD) TH 01MLSS
REC I,IIRED
DATA
0"-66" FILL - LIGHT GRAY FINE TO COARSE BAND W/ GRAVEL, STONES (6"-1211) DEPTH TO RESTRICTIVE LAYER = 24"
66"-13" TOPSOIL SLOPE = 41%
13"-82" DARK GRAY SUBSOIL HF =42, FF =.61, PF =1.5
82"-86" DARK GRAY FINE -MEDIUM SAND W/ SILT, MLSS REG2UIRED 42 LF
REAR YARD
TRACE OF GRAVEL
500 FT.t
86"40" ORANGE - BROWN SILTY CLAY, TRACE OF GRAVEL RECYCLING BUILDING
MAX. SILO HEIGHT FT.
PERCOLATION RATE: 20 TO 30 MINUTESWATER986" PERC TEST TO BE DONE PRIOR TO CONSTRUCTION)
SEWAGE APPLICATION RATE: 0.9TP *13 10 EMPLOYEES X 20 GSL. = 200 GALJDAY
0"-66" FILL - LIGHT GRAY FINE T, - eFCOARSESANDW/ GRAVEL, STONES (6 12)
200/0.9 = 222 FT.
222 FTJ3 FT (WIDTH) = 1I FT'.
Coro" -10" TOPSOIL
10"-73" DARK GRAY SUBSOIL MLSS DATA
13"-90" DARK GRAY FINE -MEDIUM SAND W/ SILT, DEPTH TO RESTRICTIVE LAYER = 18"
TRACE OF GRAVEL, STONER (24"-361) SLOPE = Sq®
130"-104" ORANGE - BROWN SILTY CLAY, TRACE OF GRAVEL HF =34, FF = .61, PF = I B
MLSS REQUIRED 34 LF
WATER 0 90"
NOTE: NO FOOTING DRAINS PROPOSED
TN *14
0"-63" FILL - LIC-W!T Y SANDY GR.A L
63"-61" TOPSCIL
6_1"-1070 ?=iNE CP4NDY Csi?A1/EL .
WATER 83" SILT FENCE
MOTTLING 0 83" FILTER CLOTH --_
TP 015
0"-42" FILL - LIGHT 54ND`GRAVEL
42"-50" TOPSOIL
50"-102" FINE SANDY GRAVEL
WATER 6 16 "
MOTTL ING m 59"
T H X16
0"-58" FILL - LIG4T GRAY SANDY GRAVEL
58"-64" TOPSOIL
6411-10511 F INE SANDY GRAVEL
WATER * 88"
MOTTL ING a 71 "
DRAINAGE PIPE
BALE, 2 STAKES
FLOW REQUIRED EACH BALE
UNDISTURBED SOILEMBEDFILTERCLOTH = TO
6" MIN. INTO GROUND 4
GRADE STAKES - TWO--!--
EACH BALE (TYP.)
CONSTRUCTION NOTES:
1. SILT FENCE FILTER CLOTH TO BE SECURELY FASTENED TO GRADE STAKE
WITH STAPLES, 6" ON CENTER
2. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN ONE ANOTHER THEY SHALL
OVERLAP BY 6" AND BE FOLDED.
3. BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE
ADJACENT BALES.
HAY-BALE/SILT FENCE EROSION PROTECTION
MODIFIED SIZED
RIPRAP 24" THICK
PERVIOUS —
FILTER FABRIC
ooh '' Go
0
r
SUBCsRADE21 VARIES
Z,
PLAN secriav
RIP -RAP SPLASH PAD -EXISTING
NOT TO SCALE
NOT TO SCALE
3" BIT. CONCRETE
CLASS 1 -TWO LIFTS)
4" PROCESSED
GRAVEL
6" GRAVEL
SUBBASE
PAVING SECTION -EXISTING
NOT TO SCALE
MANHOLES'
ELEVATED
TO GRADE
Chesterfield
24" G4, KETED MANHOLE
WYER (71'P..) N20 LOADING
4 TO 6 INCHES THICK ---J x-18"
OIL WATER SEPARATOR -EXISTING
NOT TO SGGLE
15" RCP
f La,;_--
SIVE LOCATIoN
1. TOPOGRAPHIC SURVEY PROVIDED BY CLA ENGINEERS, INC.
2. A-2 BOUNDARY PROVIDED ON SITE PLAN PREPARED FOR
VILLAGE DEVELOPMENT, LOTS 6D AND 6E, LAKEWOOD DRIVE, MONTVILLE, CONNECTICUT, PREPARED B1'' JOHN KOPKO, JR.
t ASSOCIATES, DATED 6-15-93_
3. INLAND WETLANDS DELINEATED BY ROBERT RUSSO,
CERTIFIED SOIL SCIENTIST
4. NO FLOOR DRAINS ARE PROPOSED FOR EITHER BUILDING,
5. THE STRIPPING OF THE LEACHING ARTA t THE PLACEMENT OF
THE FILL MUST BE SUPERVISED BY A LICENSED ENGINEER.
THE FILL MUST MEET THE REQUIREMENTS FDR SELECT FILL
PER SECTION VIIIA OF THE TECHNICAL STANDARDS FOR
SUBSURFACE SEWAGE DISPOSAL SYSTEMS.
OUTLET TO
DRAINAGE SYSTEM
6 INCH MIN.
10,00 GALLON
CONCRETE TANK
SITE DATA CHART
ZONING DISTRICT: LI
ITEM REC I,IIRED POSED
LOT AREA 80,000 S.F. 429,111 S.F.
LOT FRONTAGE 200 FT, 211.33 FT.
FRONT YARD 50 FT, 59 FT,
SIDE YARD 30 FT. 30 FT.
REAR YARD 50 FT. 500 FT.t
MAX. BUILDING HEIGHT 50 FT, 50 FT_
MAX. SILO HEIGHT FT. 10 FT.
PARKING 24 28
LOT FRONTAGE BASED ON THE COMBINATION OF LOT
6D AND 6E. THE LOTS AS DEPICTED AS LOTS 6D AND
6E WERE PREVIOUSLY Af=PROVED BY TOWN OF MONTVILLE
PARKIN CALCULATIONS:
CONCRETE FACILITY - 4,8154
6860 / 1,0008F / SPACE = 5 PARKING SPACESTRUCKSTORAGEBUILDING =12,250 SF.
12,250/1000 S.FJSPACE = 12 PARKING SPACES
WAREHOUSE 6060 S.F.
6,860/ 1,000 SF / SPACE = 1 PARKING SPACES
APPLICANT/0111NE1144 PJ MARY -MIX, INC.
20 R VERVIEW DIRIvS
N. PROVIDENCE;, RRI. 02904
5 9/5/01 REVISED SITE PLAN
4 11/13/00 REVISED SEPTIC
3 4/10/00 REVISED SEPTIC
2 3/16/00 REVISED DRAINAGE
1 12/1/00 STAFF COMMENTS
No. Date Revision
CLA Engineers, Inc.
k CIVIL •STRUCTURAL •SURVEYING
317 Main Street Norwich, Connecticut
860) 886-1966 Fax (860) 886-9165
e—mail'.: CL&engrs@RIaol.com
Montville, Connecticut Project No.
CL-00-2271
RICHMOND
READYa M IN J=
Proj. Engineer
E.M.B.
ae:
JAN. 2040
Sheet No.
Detail Sheet