HomeMy WebLinkAboutSite PlanN/F
JOSEPH & CECILE
CHARTIER
N/F
JAMES & HIMA
MULLINS
NF
JOSEPH & PATRICIA
SEDONA
LQ-Tw 12
AREA= 1.13± ACRES
N/F
RICHARD K. & HOPE E.
WISE
2:09-14
FABRIC--
FIRST FLOOR'
`-Z>HALL BE CUMPHISED L11- ULLAN 'ANIJ & UWAVLL, I-KLL U� LlKU(444P-.
DRIVEWAY AND SEPTIC SYSTEM,
RETAINING WALL
N
10"-, 3" SUBSOIL
4--
MATTER AND DELETERIOUS SUBSTANCES. FILL SHALL MEET THE
2 DISTURBED AREAS TO BE LOAMED, SEEDED AND MULCHED.
Cr[RAPACTED
CID
00
4" FOOTING DRAIN
BUILDING SETBACK LINE
FOLLOWING SPEC, UNLESS APPROVED BY DESIGN ENGINEER
3, ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED
1 1 "-34" SUBSOIL
4,J i I U ICALL
34"-87" FINE SAND W ',-/ SOME ('3RAVEL
UNDERGROUND UTILITIES
L NO MATERIAL LARGER THAN THREE INCHES.
WITH HAYBALES OR SILT FENCE.
LL5_T HOLE -1
o.
0"-9" TOPSOIL
2. UP TO 45% DRY '\A/EIGHT (GRAVEL FOPTION)
4. ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES.
33"-87"' FINE GREY MED. COMP SILT)
..001
NO MOTT_
RETAINED ON #4 SIEVE.
5 PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE
0"-9" TOPSOIL
4
9"-16" SUBSOIL
) RE --,LEIGH AND RUN ISIEVE ANALYSIS TO FOLLOWING CPITERIA.
3
TOWN OF MONTVILLE SHALL BE NOTIFIED WHEN SEDIMENT
N/F
MICHAEL S. DODGE
N(--, MOTT
CONTROL MEASURES ARE IN PLACE SO THAT THE INSPECTION
-7 E T N
SIEVE SIZ- PERCENT PA'7'
CAN OCCUR,
BRUSH TO
BE CLEARED AND BANKS
#4 100%
THE SITE CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATFON
0
TO BE GRADED
TO PROVIDE A 250'
# 10 0-100%
AND MAINTENANCE OF ALL REQUIRED SEDIMENT CONTROL
MIN. SIGHT
LINE IN BOTH DIRECTIONS.
#40 0-50%
MEASURES THROUGHOUT CONSTRUCTION,
-7
#100 0
/1, ST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER,
DUS
AND IF NECESSARY, THE APPLICATION OF CALCIUM CHLOPIDE.
#200
A
-IBFOR PREPARING THE I -EAC j A
LICENSED INSTALLER IS RES3PDN`-) LE
v/lTH "SELECT FILL'. INSTALLER SHALL PROTECT EXPO'HE,
/0
TUPAL SOIL FROM SILTATION,
JE,MPORARY Y IVE COVER
M I -I L f -- H ES APPLICATION RATE I'A 0 T E
PER 1000 S.F.
r-TPAW`/HA)" 70-90 lbs, FREE FROM WEEDS
/V
AND COARSE MATTER
WOOD CHIPS '185-175 lbs. FREE OF COARSE MATTER
AIR DRIED, TREAT WITH
IC7
'12lbs NITS CY-7EH TON
�j
PLAN-aQ H EQ
INg-
PROVIDE AND MAINTAIN A
':S) E E D I N (--7 DATES. -
CONTINUOUS EROSION CONTROL
APRIL 1 JUNE 15
BARRIER THROUGHOUT CONSTRUCTION,
AUGUST 'I SEPTEMBER 15
SEED MIXTURE:
45% RED FESCUE
4 "RASS
5% KENTUCKY BLUE G
PROPOSED
WELL
10% PERENNIAL RYE
LQ-Tw 12
AREA= 1.13± ACRES
N/F
RICHARD K. & HOPE E.
WISE
Mt ?-x2 5/8 16 GA, ',A%IRE �\H� Mt
:) " , / 7
c
162
-T
71
I
(y)A
4
p7 I
co
STA,DARD D -BOX
TO SCALE
FILTER
2:09-14
FABRIC--
FIRST FLOOR'
PROPOSED
ANGLE 10" LIP SLOPE
RETAINING WALL
N
10"-, 3" SUBSOIL
4--
23"-77" FINE GREY SILTY SAND MED.
EXISTING CONTOURS
Cr[RAPACTED
CID
00
4" FOOTING DRAIN
BUILDING SETBACK LINE
OUTLET BOULDER
T
k -
1 1 "-34" SUBSOIL
4,J i I U ICALL
34"-87" FINE SAND W ',-/ SOME ('3RAVEL
UNDERGROUND UTILITIES
NO LEDGE, NO WATER, NO MOTT
0 TREE
LL5_T HOLE -1
o.
0"-9" TOPSOIL
9"-33" SUBSOIL
33"-87"' FINE GREY MED. COMP SILT)
..001
NO MOTT_
TESTHOLE #4
0"-9" TOPSOIL
4
9"-16" SUBSOIL
16"-43" FINE GREY MED. C( -.)MP SILTY
TH #
N/F
MICHAEL S. DODGE
N(--, MOTT
42
Mt ?-x2 5/8 16 GA, ',A%IRE �\H� Mt
:) " , / 7
c
162
-T
71
I
(y)A
4
p7 I
co
STA,DARD D -BOX
TO SCALE
FILTER
2:09-14
FABRIC--
FIRST FLOOR'
E Lf";
ANGLE 10" LIP SLOPE
FO:-� T
FOR STABILITY AND
10"-, 3" SUBSOIL
SELF CLEANING
23"-77" FINE GREY SILTY SAND MED.
EXISTING CONTOURS
Cr[RAPACTED
CID
00
C)
BUILDING SETBACK LINE
0"- 11 " TOPSOIL
T
k -
1 1 "-34" SUBSOIL
4,J i I U ICALL
Mt ?-x2 5/8 16 GA, ',A%IRE �\H� Mt
:) " , / 7
c
162
-T
71
I
(y)A
4
p7 I
co
STA,DARD D -BOX
TO SCALE
FILTER
2:09-14
FABRIC--
FIRST FLOOR'
E Lf";
ANGLE 10" LIP SLOPE
FO:-� T
FOR STABILITY AND
10"-, 3" SUBSOIL
SELF CLEANING
23"-77" FINE GREY SILTY SAND MED.
EXISTING CONTOURS
Cr[RAPACTED
PROPOSED CONTOURS
TESTI 4
BUILDING SETBACK LINE
0"- 11 " TOPSOIL
T
k -
1 1 "-34" SUBSOIL
4,J i I U ICALL
LEG E N 0)
2:09-14
� F
FIRST FLOOR'
E Lf";
ELEVATION
F
NOW OR FC-)P\K4LE-RL'f
10"-, 3" SUBSOIL
SQUARE FEET
23"-77" FINE GREY SILTY SAND MED.
EXISTING CONTOURS
ROOTS 0 70" LEDGE 1 62"-77 ", NO
PROPOSED CONTOURS
TESTI 4
BUILDING SETBACK LINE
0"- 11 " TOPSOIL
TESST HOLE
1 1 "-34" SUBSOIL
INVERT ELEVATION
34"-87" FINE SAND W ',-/ SOME ('3RAVEL
UNDERGROUND UTILITIES
12' BROKEN STONE OR I' SCREENED
r\ ---GRAVEL TYPICAL BOTH SIDES,
48'
LIFTING HANDLES r- 4' DIA. HOLE
ff
1 r1w, L INE
T Yp I<NOCKDUT<—�
r0F? TPENCH INL L ^j Tpjt I
END VIEW----
U -SE&
-LZ�- HIGH FLOW DIEE
NOT TO I�CAt
, - -E
10'- 6
KNOCKOUT INLET ANO
OUTLET OPENINGS
--------------
---------------- I
+
C4
z 1
A
c'o
----------- ------
CAST CONCRETE COVERS
F
CAPACITIES A , 8 c
1250 GAL 6,11, 51 48"
1500 GAL 69" 59" 5E"
PROvIC�E RISERS, TG w-lOrl
4 x 4 12-6/12,6 6 6 6/6 GA OF' FINISHED c'.RA[`c
AT -INLET ANC} OUTLET
GA� OdRE MESH -7
44 WIPE MESH
PRCVIDE XTI.ET FIC -17R,
INLET VEN ---- OUTLET
j7v-E-L 3-
L1000 L
CONTINUOUS HOT 4" 01j,LET-1"
m ASPHALT SEAL - bAFFLE
s
CHED #41
DELEC T
M
CROSS SECTION
2AMEW
'S
Lej].Q TN
NOT TO SCAI-E
20
Gi�PLt _L LE T
R E"VI S I ITE,
DESCRIPTION
,PE TION TEE:
4/5/00— UNCAS HEALTH DISTRICT
DEPTH=26"
TIME - READING
2:09-14
H.LTH DEPT. 3131100
214-17
TEST HOLE* 1
2:21--20"
0"- 10" TOPSOIL
2.31--22"
10"-, 3" SUBSOIL
2:41-24
23"-77" FINE GREY SILTY SAND MED.
r, !