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I-- HDPE STORM DRAIN PIPE354604 54.52 N
354.6
SURCHARGE
CATCH BASIN TOP
353.66__"�_l
353.93
CONNECTICUT DOT -TYPE 'CL"
PAVEMENT SECTION
LQkM & SEED
COMPACTED SUITABLE >11
NATIVE MATERIAL OR
SURCHARGE GRAVEL FILL
CATCH BASIN TOP - CONNECTICUT DOT VARIES-
-TYPE "CL" (SEE PLAN)
PRECAST CONCRETE TRENCH
LEACHING CHAMBER PIPE EXCAVATION
D=INSIDE
CENTER PIPE RIPRAP SWALE /-356.25 SEE PLAN FOR 0 0 0 0 0 0 : ID 10D 00 101 DIAMETER
--f I I I I I I I I L 0 z
IN FEU BELL PIPE LOCATION 000000 0 OF PIPE
-3'54.12 000 000 00000 61
CUT PIPE 1 -1/2 CRUSHED enin n n
A
- -UNDISTURBED -
EXIST. PAVEMENT
SAW CUT EXISTING
PAVEMENT. PROVIDE
TACK COAT AT SEAM
(TYP.)
BASE & SUBBASE MATERIAL
TO BE COMPACTED AND
REMAIN IN PLACE
(SEE TEMP. PAVEMENT
REPAIR DETAIL)
STEEL GRATE--\
1/8"MIN.-
T
11-V
NOT TO SCALE
3- BITUMINOUS CONCRETE_HOT MIX):
1X- SURFACE COURSE - CLASS 2
1Y2- BINDER COURSE - CLASS 1
1 UNDISTURBED
FEXIST. PAVEMENT
(pm Mr. ponaff
FOM MAIIII�
PERMANENT PAVEMENT REPAIR
BEARING BARS
STEEL GRATE
R I L-6"
A L 1/4"x3 1/2" OPEN EYE EYEBOLT
PLAN
VLt
1/4!' X 3 112"G&VARM
OPEN EYE EYEBOLT w/NUT
NOTE: IN CONSTRUCTING TYPE "D -G" ENDWALLS CARE
MUST BE TAKEN TO HAVE THE SHORT AXIS OF
CHAIN
THE WELL OPENING PARALLEL TO THE LONG AXIS
OF GRATE IN ORDER TO ALLOW THE BEARING
Hmy Tflm 1:0 BARS TO PERFORM THEIR FUNCTION
LOCATION OF CHAIN & EYEBOLT
NOT TO SCALE
12* MODIFIED
RIPRAP
FILTER FABRIC"
RPRAP LINED DRAINAGE SWALE
NOT TO SCALE
GENERAL NOTES
1. GROUND LINE AS SHOWN ON THIS PLAN IS BASED ON FIELD
SURVEY.
2. ALL PROPOSED WORK MAY BE VARIED IN THE FIELD BY THE
OWNER TO MATCH EXISTING CONDITIONS.
3. UPON COMPLETION OF THE WORK, ALL DISTURBED AREAS
SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER
THAN EXISTED PRIOR TO CONSTRUCTION.
4. PRIOR TO BIDDING THE PROJECT, THE CONTRACTOR SHALL
VISIT THE SITE TO VERIFY EXISTING CONDITIONS.
5. CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG"
1-800-922-4455 PRIOR TO THE START OF CONSTRUCTION.
6. INFORMATION SHOWN ON THE DRAWINGS RELATING TO MATERIALS,
CONDITIONS, AND OR LOCATIONS OF EXISTING STRUCTURES AND
UTILITIES HAS BEEN COMPILED FROM AVAILABLE INFORMATION
INCLUDING FIELD SURVEY, UTILITY COMPANY AND TOWN RECORD
MAPS AND DRAWINGS, AND IS NOT GUARANTEED ACCURATE OR
COMPLETE.
7. SITE WORK TO BE COORDINATED WITH THE SCHOOL SCHEDULE
AND THE ELEVATOR CONSTRUCTION BY OTHER CONTRACTORS
358.2
358_4!
358.83--__',
358.5_',��
STEEL GRATE
'S "A' CONCRETE OR
ENT RUBBLE MASONRY
100
+364.55
DRYW&L WITH TYPE OC -L" TOP
AT GRADE 360.90
,+365.96
I HAVE REVIEWED THE WETLANDS ON THE PROPERTY IN THE FIELD AND HAVE
REVIEWED THE WETLANDS AS SHOWN ON THE PLAN AND FIND THAT THEY
SUBSTANTIALLY REPRESENT THE WETLANDS AS DELINEATED IN THE FIELD.
ROBERT C. RU-S'SO
CERTIFIED SOIL SCIENTIST
CLA
DATE
STONE
-+354.08 WF 4 11 00 0 000 000 0 00
00 0 000 000 0 0
-,<51.74
*0000000000
354 43
55.. -.+353.58 FILTER
355.6 F 3 52.16 C FABRIC
2 +352.63 C
355.50 52.80 1 1/2- CRUSHED STONE
8' 18"
tell 356.2 54.47 53.05
,es 6.3 7 : "1 52.62 C)
WF
55.82 PRECAST DRYWELL TO BE SECTION
356.67 12* FEU
W.=3W 06151. 35 30- LF 12" HD +352103 ARROW CONCRETE MODEL AC -D --8X8
6.-618 �WF/ 1 52.85 OR APPROVED EQUAL
356.62 355.49--"'
354.2 PRECAST DRYWELL
56.74 352.8 PLAN VEW
357.2 354. 355.7 $ NOT TO SCALE
58.17 HYDRODYNAMIC SEPARATOR, SHOULDER OR PAVEMENT 12"
'*0' EQUAL TO CONTECH CDS
,-7�58.23 RIP SWALE e
2015-4-C
58.28 1 6* WIDE 356.44 4�55.11
758.41 +357.06 57.47 (SEE SPECIMATIONS) R=2"
358-17
�58- 2�
3513 _ 28
5 5 3�
. 358.61 356.5 357. 5
3 9 TYPE *C�m CB BIT. CONC.
59.87
�7 357.26 8. 57.91
0 TF=357.90 41"s
-359.13 +361. .0# INV. 355.40
58.60
49
59.2*58-22
#
359.6 GRAVEL BASE
+354.'23 SILT FENCE
58.44
60.23 360.02 518.56 BITUMINOUS CONCRETE
360.6 359.9 70 LF 12m HDPE
360.9 59.51 58.67 PAVEMENT & CURBING
361.0+360.15_� 59.86 5 TYPE "Cm CB 3- 13EUMINOUS CONCRETE (HOT MIX): NOT TO SCALE
398' TF=&W.40 %" SURFACE COURSE - CLASS 2
5 IW.=356.50 (IN & OUT) 1XO BINDER COURSE - CLASS 1
362.6 360.8 59.67 +354.32 UNDISTURBED I UNDISTURBED
62.70 EXIST. PAVEMENT EXIST. PAVEMENT AFTER TINA
59.0 JOINTS SHA
359.81 WITH 85/1
358.81 APPROVED
+360.74
120 LF OF BIT. CONC.
59.80 *CAPE COD* CURB SAW CUT EXISTING
PAVEMENT. PROVIDE COMPACTED SUITABLE
TACK COAT AT SEAM
VARIES- NATIVE MATERIAL OR
359.98 9. (TYP.) (SEE PLAN) GRAVEL R LL
140± LF 12 PERF HDPE *353.88
360.2 REF. PIPE TR ENC H
D=INSIDE 2
EXCAVA11ON
DIAMETER
+363A2 +361.06 59,.05 OF PIPE
�t.78 360. 8 12'
3
360.2 ZIZ360-0 3/4- STONE PRESHAPE BEDDING TO
FIT PIPE CONTOUR
LOCATE CATCH BASIN AT
5.02 LOW FONT IN PAVEMENT 60 MINIMUM 12" MINIMUM
61.88 360.39
61.20 OVER EARTH OVER ROCK
+362.63
361.4 361.41 60.40 +354.52
+360.86
361.� 61.61 D+2 ff_.
1 59.53 GRAVEL FILL WHEN
�c C8 364.63 361.6 1. 60. �z
363.80 361.8 61.25 UNSUITABLE MATERIAL
61.68 ENCOUNTERED
OUT) - 64.83 361.57 60.55
361.5 61.31 61.24
TYP. PERFORATED PIPE DETAIL
64.37 361.3&-® 61.09 M0_38 SCALE
NOT TO
-x 361-3
NOTE:
63.8
61.03 +356.09
63.8' i 361.2 360.71 INSTALL PERFORATED PIPE W/HOLES
61.22 UP AND INSTALL 12" WIDTH OF 3/4
,36'4.0
STONE ON ALL SIDES OF THE PERE
364. 361.2 61.22 X +360. 59.96
64.0 PIPE ENEVELOPE STONE IN FILTER
62.18 +360,96 360.52 FABRIC
61.33
315,2.0 145 LF 12" PREF. HDPE 60.96
+364.31
64.9
64.10 '4/ +360. +353.63
61.93 60.61
70 LF 6* UNDERDRAIN
361.9
IN STONE TRENCH
359.74
\ ' f361.16
65.17 62.94
64.63 61.58 +361.24 $35 65',
59. 9
366.0 +361.56
362.0 361- TYPE "Ca +351.95
X X n -n FNnwAi 1 17 X -
.50
0\
/0.3
376,1.2 41_�70.36
373.97--,,,i_ 70.61
+373.62
+373.91
20. ot 20' 40'
M1111 m6mmmmmmmmmmll
SCALE: 1 "=20'
Fl LTER
FENCE
C-OWPACTED
BACKFILL
EXCAVATE —%., FLOW
6" X 6" TRENCH
EXISTING GRADE
12" MIN �NDWURBED GROUND
DEPTH
SEDIMENT FENCE DETAIL
NOT TO SCALE
358.92
358-6
359.0
358.72
MOM
359-12
4
359.4 1-:>
- 35
59.8
CONFORMING TO ARTICLE
Project No.
CLA-5705
(D.O.T. STANDARD)
601
3E
359.
0 0 0
STEEL GRATE
'S "A' CONCRETE OR
ENT RUBBLE MASONRY
100
+364.55
DRYW&L WITH TYPE OC -L" TOP
AT GRADE 360.90
,+365.96
I HAVE REVIEWED THE WETLANDS ON THE PROPERTY IN THE FIELD AND HAVE
REVIEWED THE WETLANDS AS SHOWN ON THE PLAN AND FIND THAT THEY
SUBSTANTIALLY REPRESENT THE WETLANDS AS DELINEATED IN THE FIELD.
ROBERT C. RU-S'SO
CERTIFIED SOIL SCIENTIST
CLA
DATE
STONE
-+354.08 WF 4 11 00 0 000 000 0 00
00 0 000 000 0 0
-,<51.74
*0000000000
354 43
55.. -.+353.58 FILTER
355.6 F 3 52.16 C FABRIC
2 +352.63 C
355.50 52.80 1 1/2- CRUSHED STONE
8' 18"
tell 356.2 54.47 53.05
,es 6.3 7 : "1 52.62 C)
WF
55.82 PRECAST DRYWELL TO BE SECTION
356.67 12* FEU
W.=3W 06151. 35 30- LF 12" HD +352103 ARROW CONCRETE MODEL AC -D --8X8
6.-618 �WF/ 1 52.85 OR APPROVED EQUAL
356.62 355.49--"'
354.2 PRECAST DRYWELL
56.74 352.8 PLAN VEW
357.2 354. 355.7 $ NOT TO SCALE
58.17 HYDRODYNAMIC SEPARATOR, SHOULDER OR PAVEMENT 12"
'*0' EQUAL TO CONTECH CDS
,-7�58.23 RIP SWALE e
2015-4-C
58.28 1 6* WIDE 356.44 4�55.11
758.41 +357.06 57.47 (SEE SPECIMATIONS) R=2"
358-17
�58- 2�
3513 _ 28
5 5 3�
. 358.61 356.5 357. 5
3 9 TYPE *C�m CB BIT. CONC.
59.87
�7 357.26 8. 57.91
0 TF=357.90 41"s
-359.13 +361. .0# INV. 355.40
58.60
49
59.2*58-22
#
359.6 GRAVEL BASE
+354.'23 SILT FENCE
58.44
60.23 360.02 518.56 BITUMINOUS CONCRETE
360.6 359.9 70 LF 12m HDPE
360.9 59.51 58.67 PAVEMENT & CURBING
361.0+360.15_� 59.86 5 TYPE "Cm CB 3- 13EUMINOUS CONCRETE (HOT MIX): NOT TO SCALE
398' TF=&W.40 %" SURFACE COURSE - CLASS 2
5 IW.=356.50 (IN & OUT) 1XO BINDER COURSE - CLASS 1
362.6 360.8 59.67 +354.32 UNDISTURBED I UNDISTURBED
62.70 EXIST. PAVEMENT EXIST. PAVEMENT AFTER TINA
59.0 JOINTS SHA
359.81 WITH 85/1
358.81 APPROVED
+360.74
120 LF OF BIT. CONC.
59.80 *CAPE COD* CURB SAW CUT EXISTING
PAVEMENT. PROVIDE COMPACTED SUITABLE
TACK COAT AT SEAM
VARIES- NATIVE MATERIAL OR
359.98 9. (TYP.) (SEE PLAN) GRAVEL R LL
140± LF 12 PERF HDPE *353.88
360.2 REF. PIPE TR ENC H
D=INSIDE 2
EXCAVA11ON
DIAMETER
+363A2 +361.06 59,.05 OF PIPE
�t.78 360. 8 12'
3
360.2 ZIZ360-0 3/4- STONE PRESHAPE BEDDING TO
FIT PIPE CONTOUR
LOCATE CATCH BASIN AT
5.02 LOW FONT IN PAVEMENT 60 MINIMUM 12" MINIMUM
61.88 360.39
61.20 OVER EARTH OVER ROCK
+362.63
361.4 361.41 60.40 +354.52
+360.86
361.� 61.61 D+2 ff_.
1 59.53 GRAVEL FILL WHEN
�c C8 364.63 361.6 1. 60. �z
363.80 361.8 61.25 UNSUITABLE MATERIAL
61.68 ENCOUNTERED
OUT) - 64.83 361.57 60.55
361.5 61.31 61.24
TYP. PERFORATED PIPE DETAIL
64.37 361.3&-® 61.09 M0_38 SCALE
NOT TO
-x 361-3
NOTE:
63.8
61.03 +356.09
63.8' i 361.2 360.71 INSTALL PERFORATED PIPE W/HOLES
61.22 UP AND INSTALL 12" WIDTH OF 3/4
,36'4.0
STONE ON ALL SIDES OF THE PERE
364. 361.2 61.22 X +360. 59.96
64.0 PIPE ENEVELOPE STONE IN FILTER
62.18 +360,96 360.52 FABRIC
61.33
315,2.0 145 LF 12" PREF. HDPE 60.96
+364.31
64.9
64.10 '4/ +360. +353.63
61.93 60.61
70 LF 6* UNDERDRAIN
361.9
IN STONE TRENCH
359.74
\ ' f361.16
65.17 62.94
64.63 61.58 +361.24 $35 65',
59. 9
366.0 +361.56
362.0 361- TYPE "Ca +351.95
X X n -n FNnwAi 1 17 X -
.50
0\
/0.3
376,1.2 41_�70.36
373.97--,,,i_ 70.61
+373.62
+373.91
20. ot 20' 40'
M1111 m6mmmmmmmmmmll
SCALE: 1 "=20'
Fl LTER
FENCE
C-OWPACTED
BACKFILL
EXCAVATE —%., FLOW
6" X 6" TRENCH
EXISTING GRADE
12" MIN �NDWURBED GROUND
DEPTH
SEDIMENT FENCE DETAIL
NOT TO SCALE
0
6" PERFORATED PIPE 12
UNDER DRAIN DETAIL
NOT
TO SCALE
T 3
L
MOM
COMPACTED GRAVEL FILL
4
I
PRECAST CONC. UNIT
CROSS SLOPE AS
CONFORMING TO ARTICLE
Project No.
CLA-5705
(D.O.T. STANDARD)
MONTVlLLE SCHOOL BUS
PARKING LOT
PER CROSS SECTION
M.02.01
0 0 0
1' 8
# 4 BARS 4'-0- LG.
L L
4
D
PRESHAPE SEWING TO
V.....
2
FIT PIPE CONTOUR
11 Y2" 3
_4
OR PRECAST RISERS
6* MINIMUM
TOP FRAME ELEV.
12' MINIMUM
PRECAST CONC. UNIT
OVER EARTH
"CENTER OF FRAME
AT FACE OF CURB
OVER ROCK
(D.O.T. STANDARD) z
0
2'-8314'
ui
12"
A A A A,
IL
PROVIDE 90* ELBOW
D+3
7
d.
WHEN CALLED FOR
\-UNSUITABLE
2* GRAVEL FILL WHEN
ON THE PLANS
MATERIAL
PRECAST CONC.
- 1
1. CATCH BASIN GRATES TO BE
ENCOUNTERED
-!'CAPE COD" CURB
ELEVATION
TYPE 507-K (GALVANIZED)FRDNT
3m
TYP.
DRAINAGE TRENCH DETAIL
NOTE:
TYPE
4' SUMP V4,110 CALLED
NOT TO SCALE
CAPE C -0 DE
FILTER FABRIC ALONG
FOR ON 7W RAW
CURB TO BE
TRENCH WALLS
SET ON BINDER
OR TO BE LAID
TOP & BOTTOM
POURED CONC. OR
AS A SINGLE
PRECAST SUMP
0 0
UNIT WITH
4'-0" 8"
NOM:
8"
3'-0" 899
THE TOP
5'-4"
1. CATCH BASIN GRATES TO BE
8
41-4"
COARSE OF
ERM ELEVATION
TYPE 507-K (GALVANIZED)
SIDE
ELEYATIBN
PAVEMENT
TYPE *C"
CATCH BASIN DETAIL
�T
3/4- CRUSHED STONE--//
2"-6 1,
EXTENDED TO GRADE
30"
0
6" PERFORATED PIPE 12
UNDER DRAIN DETAIL
NOT TO SCALE
co 0 W to
0 0 0 0
TOP OF FRAME
APPLIES
NOT
TO SCALE
T 3
MOM
4
I
PRECAST CONC. UNIT
CROSS SLOPE AS
TOWN OF MONTVLLE
Project No.
CLA-5705
(D.O.T. STANDARD)
MONTVlLLE SCHOOL BUS
PARKING LOT
PER CROSS SECTION
Q
0 0 0
1' 8
# 4 BARS 4'-0- LG.
L L
4
2'
3
V.....
2
MASONRY UNITS
11 Y2" 3
_4
OR PRECAST RISERS
TOP FRAME ELEV.
PRECAST CONC. UNIT
4' SUW YAM CAUM
"CENTER OF FRAME
AT FACE OF CURB
:2
(D.O.T. STANDARD) z
0
2'-8314'
ui
12"
PRECAST SUMP
IL
PROVIDE 90* ELBOW
7
d.
WHEN CALLED FOR
ON THE PLANS
NOTM;
PRECAST CONC.
- 1
1. CATCH BASIN GRATES TO BE
4'-4"
MASONRY UNITS
ELEVATION
TYPE 507-K (GALVANIZED)FRDNT
OR PRECAST RISERS
SIDE
"C
2 mxef_�
TYPE
4' SUMP V4,110 CALLED
I7
FOR ON 7W RAW
PROVIDE 90' ELBOW
WHEN CALLED FOR
POURED CONC. OR
ON THE PLANS
PRECAST SUMP
4'-0" 8"
NOM:
8"
3'-0" 899
5'-4"
1. CATCH BASIN GRATES TO BE
41-4"
ERM ELEVATION
TYPE 507-K (GALVANIZED)
SIDE
ELEYATIBN
TYPE *C"
CATCH BASIN DETAIL
NOT TO SCALE
co 0 W to
0 0 0 0
TOP OF FRAME
APPLIES
NOT TO SCALE
1 5/14/2018 DRAINAGE REVISION
3 %" 3 1316"
2 7/06/2018 WETLAND REVISION
T 3
MOM
4
I
PRECAST CONC. UNIT
TOWN OF MONTVLLE
Project No.
CLA-5705
(D.O.T. STANDARD)
MONTVlLLE SCHOOL BUS
PARKING LOT
Date:
JUNE 2016
Sheet No.
z
12" U) g12
1' 8
7
PRECAST CONC. ul
MASONRY UNITS
_4
OR PRECAST RISERS
7
zi
4' SUW YAM CAUM
:2
FOR ON 7W PtMiS
0
POURED CONC. OR
PRECAST SUMP
PROVIDE 90* ELBOW
d.
WHEN CALLED FOR
ON THE PLANS
NOTM;
- 1
1. CATCH BASIN GRATES TO BE
4'-4"
ELEVATION
TYPE 507-K (GALVANIZED)FRDNT
SIDE
"C
ELEVATI10ti
TYPE
-L" CATCH BASIN DETAIL
NOT TO SCALE
1 5/14/2018 DRAINAGE REVISION
LA Engineers, Inc.
CIVIL - STRUCTURAL - SURVEYING
2 7/06/2018 WETLAND REVISION
MOM
317 Main Street Norwich, CT 06360
P, (860) 886-1966 Fax (860) 886-9165
No. DATE REVISION
TOWN OF MONTVLLE
Project No.
CLA-5705
Proj. Engineer
T.L.C.
MONTVlLLE SCHOOL BUS
PARKING LOT
Date:
JUNE 2016
Sheet No.
PLAN