HomeMy WebLinkAboutSD-455-D3LOCUS:
WELL GRADED GRANULAR BACKFILL WHICH CONTAIN AN
SC -740 END CAP EVEN DISTRIBUTION OF PARTICLE SIZES WITH NO MORE
THAN 12% PASSING THE #200 SIEVE COMPACTED TO A !EST ES 1 T (° ®I 1 -�° INF®RIY1®,
A' ®N �
MINIMUM OF 95% OF THE STANDARD PROCTOR DENSITY.
SC -740 CHAMBER SEE THE TABLE OF ACCEPTABLE FILL MATERIALS IN TEST PIT #420 (DTH -420) DATA PERCOLATION TEST PERFORMED OCTOBER 10, 2000 J01
STORMTECH'S DESIGN MANUAL, INSTALLATION MANUAL, 00 <
3/4 INCH WASHED, OR WWW.STORMTECH.COM. NO MOTTLES �� 01 Ao y�
CRUSHED, ANGULAR STONE NO SEEPAGE/ STANDING WATER
AASHTO M288 CLASS 2 SURFACE Pe e
o
0" ELEV = 257.00 P�
TOPSOIL 5„ LOAM (10 YR 3/2) ELEV = 256.58 G�o¢� P� 6L
NON —WOVEN GEOTEXTILE 5 0
f Gti UEeERRY
FOR UNPAVED INSTALLATION WHERE SANDY LOAM LANE
III =III RUTTING FROM VEHICLES MAY OCCUR 18" 96" (10 YR 6/8)
INCREASE COVER TO 24 INCHES
MIN MAX. LER RoA
O O 23" ELEV = 255.08 Y
( =)Ii Oop 00 00 000 op OOp�O p O 0 000 000 OOpQOOp Op 00 000 000 00 6 MIN.
�— aoo,,y90,, ooQOo �QOo 00 o QOO ooQ,009,000Q,�,9o,QooQo 00 0 oOQ�o ooQO,9o, O° ooQOO o O
�B�UcS8�Uc4�Q 09°�s8��88�C�'8g� c4,?Qc4g
-III 0000 0 �OOQ�OOQa „ . Op�00p�00 ,1 +, � OCR OQ o LOAMY SAND w/ GRAVEL
ku °p °oQp9 °q °o - (10 YR 5/2) WINCHESTER DRIVE
30"
o0O o Oo Qo 0 u 0 (D LOAM 72" ELEV = 251.00
95% MPD COMPACTED, WELL GRADED GRAVEL &SEED
—III X00 (CONFORMING TO MHD M1.03.0) OR SOD IFST PIT X421 (0TH -421) DATA
(°o�Ao p �Qo 0° FILTER COMMONWEALTH
�ac�� I ac111 6' FABRIC PERCOLATION TEST PERFORMED ON OCTOBER 10, 2000
III —IlI =I I 1i� ((I —I�) III -Ii �I =iii= III -lII I �I ;.II_I(i �iI —)I) �I fflli, -III- NO MOTTLES - �+ C
(I —III - ! ( =I II ( I ( L i ( -, I —) I ) =III i' I. I= III =� I NO REFUSAL NGINEER.ING
—i - - - NO SEEPAGE / STANDING WATER
DEPTH OF STONE '
—III— r TO BE DETERMINED SURFACE INC.
6'MIN. 51 BY DESIGN ENGINEER* 18" MIN 0" ELEV = 258.50 CIVIL ENGINEERS & LAND SURVEYORS
12' MIN. TYP. ___.._..
°� �+ -y T , A LOAM (10 1R 3/2)
ORMTECH SC ®/ 40 CHAMBER Y I IYI DOWNSPOUT 96" MAX. 6" ELEV = 258.00 27 CAMBRIDGE STREET
TYPICAL CROSS SECTION DETAIL \ SUITE 29
CONNECTION \ SANDY LOAM BURLINGTON, MA 01503
COVER ENTIRE ROW WITH �® (10 YR 6/8) TEL (781} 229 -0411
12" RCP NOT TO SCALE AASHTO M288 CLASS 2 ( }
NON -WOVEN GEOTEXTILE FAX 781 229 -0520
INSPECTION PORT 24" ELEV = 256.50 WWW.. COMMONENG. COM -
LOCATION DETERMINED BY DESIGN ENGINEER
STORMTECH ENDCAP LOAMY SAND
w (10 YR 5/2)
72" ELEV = 252.50
T
INFILTRATION OHAMBER / \ \ / \ \ /�\ \'��\ \%
(AS MANUFACTURED BY /��\ \ \ /�/�� / / % f / \ //\ ��\ �� \ \j\ TEST PIT X422 TH -42 DATA P�jH DF Mgss
INFILTRATOR OR CULTEC / // \ \\ \ \\ \\ /\ / // / / PERCOLATION TEST PERFORMED ON OCTOBER 10, 2000 �� q
�\ / /j // /j /�Aj \ /VAA \��� \����� \/� o
V�� V i 2 DAVID N. y
INSTALL PER MANUFACTURER'S /v/ jv/A/\V \�V��V��V��V / /,v / /v / /j,� /� / /� /i A/� No MOTTLES ROMERO
NO REFUSAL INSTRUCTIONS NO SEEPAGE / STANDING WATER o CIVIL -
�� CROSS SECTION SURFACE A 1386W96 � clo
0" ELEV = 263.50
LOAM (10 YR 3/2)
WOVEN GEOTEXTILE THAT MEETS 6" ELEV = 263.00
AASHTO CLASS
BETWE NMFOSUNDATIONISTONEIAND£ONE ENTIRE LENCH OF CHAMBERS (THE ISOLATER LENGTH) TYPICAL RESIDENDAL DQy NSPOUT {,DRAINAGE SYSTEM GM
SANDY LOAM
SCHEDULE OF ELEVATION FOR STORMTECH CHAMBERS NOT TO SCALE (10 YR 6/8)
24" ELEV = 261.50
ISOLATOR ROW PROFILE
LOAMY SAND W/ GRAVEL
STORM TECH
NUMBER OF
ESTIMATED
ELEVATION
ELEVATION
ELEVATION
ELEVATION
ELEVATION
PERCOLATION IEsi HEH URMED ON OCTOBER 10,
2000
1J L' YL' Lllr,ivI ,' 1N 1
MURRAY HILLS
CHAMBER
CHAMBERS
HGW
BOTTOM OF
BOTTOM OF
ELEVATION
TOP OF
AT FINSH
OF INVERT
,:
�- �/ i ;!"' I�IAI�IA11111111111�1�> i11111��11�11�11�1111M�1111111111
#' 1 �
TYPE
LOCATION
'.
STONE
CHAMBER
INVERT IN
STONE
GRADE
OVERFLOW
72" ELEV = 257.50
1- 11' -liq� IIP'llr =.IL
72" ELEV = 252.50
T
INFILTRATION OHAMBER / \ \ / \ \ /�\ \'��\ \%
(AS MANUFACTURED BY /��\ \ \ /�/�� / / % f / \ //\ ��\ �� \ \j\ TEST PIT X422 TH -42 DATA P�jH DF Mgss
INFILTRATOR OR CULTEC / // \ \\ \ \\ \\ /\ / // / / PERCOLATION TEST PERFORMED ON OCTOBER 10, 2000 �� q
�\ / /j // /j /�Aj \ /VAA \��� \����� \/� o
V�� V i 2 DAVID N. y
INSTALL PER MANUFACTURER'S /v/ jv/A/\V \�V��V��V��V / /,v / /v / /j,� /� / /� /i A/� No MOTTLES ROMERO
NO REFUSAL INSTRUCTIONS NO SEEPAGE / STANDING WATER o CIVIL -
�� CROSS SECTION SURFACE A 1386W96 � clo
0" ELEV = 263.50
LOAM (10 YR 3/2)
WOVEN GEOTEXTILE THAT MEETS 6" ELEV = 263.00
AASHTO CLASS
BETWE NMFOSUNDATIONISTONEIAND£ONE ENTIRE LENCH OF CHAMBERS (THE ISOLATER LENGTH) TYPICAL RESIDENDAL DQy NSPOUT {,DRAINAGE SYSTEM GM
SANDY LOAM
SCHEDULE OF ELEVATION FOR STORMTECH CHAMBERS NOT TO SCALE (10 YR 6/8)
24" ELEV = 261.50
ISOLATOR ROW PROFILE
LOAMY SAND W/ GRAVEL
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STORM TECH
NUMBER OF
ESTIMATED
ELEVATION
ELEVATION
ELEVATION
ELEVATION
ELEVATION
PERCOLATION IEsi HEH URMED ON OCTOBER 10,
2000
1J L' YL' Lllr,ivI ,' 1N 1
MURRAY HILLS
CHAMBER
CHAMBERS
HGW
BOTTOM OF
BOTTOM OF
ELEVATION
TOP OF
AT FINSH
OF INVERT
TYPE
LOCATION
ELEVATION
STONE
CHAMBER
INVERT IN
STONE
GRADE
OVERFLOW
72" ELEV = 257.50
NO SEEPAGE / STANDING WATER
RESIDENTIAL
O„ SURFACE
261.0
LEXINGTON
SC -740
__ -_
44
LOT #1 & #2
BELOW 252.5
253.76
254.26
255.46
257.26
261 -264
8"= 255.79
LOAM (10 YR 3/2)
TEST PIT #424 DTH -424) DATA
_ - - - - - -- -- - --_ -- -- ----
7%Il TIT ltT11ATTATT
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PERCOLATION IEsi HEH URMED ON OCTOBER 10,
2000
1J L' YL' Lllr,ivI ,' 1N 1
-
NO MOTTLES
NO REFUSAL
NO SEEPAGE / STANDING WATER
O„ SURFACE
261.0
LEXINGTON
LOAM (10 YR 3/2)
6„
260.50
MASSACI4USETTS
0N°� 6i )
MIDDLESEX, COUNTY
22"
259.17
-
LOAMY SAND W/ GRAVEL
AUGUST 17, 2009
-
w (10 YR 6/1)
0
NOTE:
72"
255.00
ALL CONSTRUCTION SHALL CONFORM TO
DETAILS
MARAFI SILT FENCE
APPLICABLE TOWN OF LEXINGTON DPW DETAILS
TEST PIT X423 (0TH -423) DATA
'
W000 OR STEEL
OR APPROVED EQUAL
ENVIROFENCE "
AND STANDARDS UNLESS OTHERWISE NOTED.
PERCOLATION TEST PERFORMED ON OCTOBER 10,
2000
STAKE 3Q°
HAYBALE STAKED
MOTTLES 0 54" (ELEV = 257.00)
MIN. HEIGHT
IN PLACE W/
REFUSAL 067"
APPLICANT /OWNER:
CATCH BASIN FRAME
WEEPING c� ss" (ELEV = 256.83)
2 — 2 "X30" STAKES
& GRATE
SURFACE
0"
ELEV = 259.50
2- 2 "x2 "x3' STAKES
NYLON OR WIRE BALED
LOAM (10 YR 3/2)
WINNING ESTATES LLC
PER BALE
HAY OR STRAW
1o"
ELEV = 258.67
27 CAMBRIDGE STREET
FLOW
A
4' -D"
A
SANDY LOAM
BURLINGTON, MASSACHUSETTS, 01803
TO WETLAND
7i.
'�
0 ° ° ° °
o CDaO❑
(10 YR 4/6)
i =III
25"
ELEV = 257.42
r I'I III Iil-
HTH III u�
1 001100
o- 0000
LOAMY SAND W/ GRAVEL
-
li h) Ili 111 Ii'
❑ 0 C7 0 ❑
w (10 YR 5/2)
Iil
III I_I
0
-
67"
=
ELEV 253.92
�!
REVISIONS:
UNDISTURBED
NO. DATE DESCRIPTION
EXISTING
EXCAVATED TRENCH FOR
SECTION A —A
MATERIAL
HEALABLE & SILT FENCE,
PLAN
—
BURY A MINIMUM OF
4" OF FABRIC
NOTE: EROSION CONTROL DEVICES
SHALL
BE INSTALLED IN ACCORDANCE
WITH ORDER OF CONDITIONS.
APPROVED BY THE
—
ERDSIDN
CONTROL
LEXINGTON PLANNING BOARD
—
EROSION CONTROL
SILT FENCE & HAYBALE
BALED HAY SILT BARRIER AROUND CATCH BASIN
NOT TO
SCALE
NOT
TO SCALE
I HEREBY CERTIFY THAT NO NOTICE OF APPEAL WAS
- -
RECEIVED DURING THE TWENTY DAYS AFTERq�
- -
RECEIPT AND RECORDING OF NOTICE FROM THE PLANNING
BOAR OF THE APPPfiVAL FOR THE WITHIN PLAN.
A
DESIGN/DRAWN:
1
V
TOWN CLERK DA E
CHECKED:
DNR
FILE PATH (Hi /PROD): 96002.10 \DWG \WORKING
DATE: `� °Lb'�1
DRAWING \PB — DETAILS— SPECIAL— PERMIT.DWG
TAB: SHEET:
SHEET3 R 7
JOB NO.: U J
96002.01
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