|
e
<br />TRENCH WIDTH
<br />D
<br />DIAMETER OF PIPE
<br />W
<br />UNSHEETED
<br />W
<br />SHEETED
<br />TO 12"
<br />3'
<br />4'
<br />14" TO 24"
<br />4'
<br />S'
<br />30" TO 36"
<br />5'
<br />6'
<br />RULES AND REGULATIONS OF THE REGISTER OF
<br />DEEDS IN THE COMMONWEALTH OF MASSACHUSETTS
<br />i
<br />GENERAL NOTES:
<br />UNPAVED
<br />MAP 034 LOT 00123C (376 LINCOLN)
<br />NOTES:
<br />1. COMMON FILL MATERIAL TO CONSIST OF GRANULAR
<br />MATERIAL CONTAINING NO STONES LARGER THAN
<br />6" IN GREATEST DIMENSION.
<br />2 BACKFILL WITH CLEAN SAND TO 12" OVER PIPE
<br />FOR WATERMAINS.
<br />J. BACKFILL WITH SELECT MATERIAL CONTAINING NO
<br />Note:
<br />Load Condition A Shown
<br />(No Backslope- No Surcharge)
<br />Move Blocks Forward During
<br />28" Top Block Installtion to Engage Shear
<br />SETBACK =onW / Knobs Level
<br />(4.0° Batter Angle oawall) /1
<br />Ground Cevet
<br />36" MIN, FENCE POST —�
<br />(STEEL 'T' TYPE OR 2
<br />HARDWOOD) DRIVEN MIN. 16"
<br />INTO GROUND, 10' MAX. O.C.
<br />e : c •s e
<br />2.-1 CUT
<br />20"
<br />MIN,
<br />er
<br />WOVEN WIRE FENCE (MIN. 14 1/2
<br />GAUGE, 6" MAX. MESH SPACING)
<br />SECURELY FASTENED TO POST
<br />W/ TIES OR STAPLES.
<br />FILTER FABRIC FASTENED OVER
<br />MESH, FABRIC OPENING SIZE SUITABLE
<br />FOR VERY FINE SILT /LOAM SOILS.
<br />STAKED BALES END
<br />TO END
<br />OF FtAW
<br />D1REC¶ON
<br />11 �
<br />2I
<br />I
<br />1` I
<br />{I ANCHOR TEE
<br />16" tV
<br />MIN.
<br />EMBED FABRIC AND FENCE,
<br />8" MIN.
<br />- BALES TO BE TIED W/ ORGANIC FIBER TWINE ONLY,
<br />NO PLASTIC OR WIRE.
<br />- HAY BALES TO BE SECURED W/ MIN. TWO (2) 2 "X2"
<br />WOOD STAKES PER BALE, DRIVEN 18" MIN, INTO GRADE.
<br />SILT FENCE / HA YBALE DETAIL
<br />N.T.S.
<br />Ct WATER MAIN
<br />VARIES
<br />HYDRANT TO BE ADJUSTED TO
<br />GRADE AND ROTATED AS
<br />REQUIRED
<br />FINISH GRADE
<br />1�
<br />'z
<br />6" GATE
<br />VALVE
<br />CONCRETE BACKING AGAINST
<br />UNDISTURBED MATERIAL
<br />FLAT STONE OR CONCRETE
<br />RETAINING GLANDS PROVIDE 4 CU. FT, OF SCREENED GRAVEL
<br />TO 6" ABOVE DRIP HOLE
<br />CONCRETE BACKING AGAINST
<br />UNDISTURBED MATERIAL
<br />TYPICAL HYDRANT AND VALVE DETAIL
<br />N.T.S
<br />-•-- 4' N10L 5' WOE
<br />SIDEWALK LANDSCAPE, AREA
<br />1 -112" TOP COURSE
<br />1 -112" TOP COURSE 2 -112" BINDER- COURSE
<br />2 -112" BINDER COURSE 8" GRAVEL
<br />40 DENSE GRADE
<br />8" GRAVEL CAPE COD BERM VV
<br />2: 1 cur sLOpE MAC
<br />TYPICAL ROAD SECTION — STA. 0 +50
<br />N.T.S.
<br />LESS THAN 10' SEWER CLEANOUT FRAME & COVER
<br />(IF IN PAVED AREA)
<br />LOAM OR PAVEMENT SET CASTING ASSEMBLY IN CONCRETE
<br />COLLAR(IF .e
<br />6" SCHEDULE 40 PVC SEWER PIPE
<br />g'
<br />EXISTING FOUNDATIO
<br />a SAND BACKFILL
<br />i
<br />BRICK LINE[
<br />SHAPED IN\
<br />MANHOLE FRAME & COVER
<br />(TOWN STANDARD)
<br />MORTAR BED
<br />KORN -SEAL BARREL SECTIONS;
<br />FILL MORTAR JOINTS INSIDE—
<br />WITH HYDRAULIC CEMENT
<br />(NON - SHRINKING MORTAR)
<br />WATER PROOF COATING
<br />BE APPLIED TO OUTER
<br />SURFACE
<br />SHELF ELEVATION AT —
<br />SAME AS CROWN OF
<br />LARGEST PPE
<br />PRECAST CONC. BASE -
<br />.0
<br />PLAN
<br />WALL OF MANHOLE
<br />FLDW
<br />BRICK SHELF
<br />SLOPE 1 " /FT.
<br />8 "8 '
<br />FINISHED ROAD GRADE
<br />OR GROUND SURFACE
<br />BRICK AS REQUIRED TO
<br />ADJUST TO GRADE (8" MAX
<br />-� 2 COURSE MIN)
<br />�t - - - - - - -I I PRECAST CONC. TRANSITION
<br />I i SECTIONS OR BARREL
<br />I i I SECTIONS WITH PRECAST
<br />TOP SLAB DESIGNED FOR
<br />H -20 LOADING (MIN.)
<br />MULTIPLES OF 1',2',3',4',5',
<br />OR 6' LENGTHS
<br />PRECAST CONC. BARREL
<br />SECTIONS
<br />4' MIN
<br />8" MIN. (VARIE )
<br />8" MIN.
<br />BRICK OR CONCRETE FILL
<br />UNDISTURBED EARTH 1-8" MIN. COMPACTED CRUSHED STONE BASE
<br />OR LEDGE
<br />SECTION
<br />TYPICAL PRECAST SEWER MANHOLE
<br />N.T.S.
<br />r TACK COAT BETWEEN COURSES 1 -112" WEARING COURSE
<br />I PER MASS DOT STANDARDS �2 -1/2" BINDER COURSE
<br />1 -112" WEARING COURSE
<br />2 -112" BINDER COURSE-
<br />3" LEVEL
<br />•: .f L :ri.i.Y G: ]::. .�
<br />SUBGRADE
<br />CAPE !t ! BERM
<br />NOT s SCALE
<br />GRADE
<br />® ■
<br />THIS PLAN IS SUBJECT TO A COVENANT DA TED --------- ------
<br />` 12" GRAVEL BASE "THIS PLAN IS SUBJECT TO A CERTIFICA IF OF AC77ON DATED --------------
<br />berg, o °a, °pog. "THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED ----------- - ---
<br />SU13GRADE
<br />LEXINGTON PLANNING BOARD
<br />PAVEMENT SECTION
<br />N.T.S.
<br />1, YANPr CLERK OF THE TOWN OF
<br />LEXINGTON, MASSACHUSETTS HEREBY CERTIFY THE THE
<br />NOTICE OF APPROVAL OF THIS PLAN BY THE LEXINGTON
<br />PLANNING BOARD HAS BEEN RECIEVED AND RECORDED AT
<br />THE OFFICE AND NO N077CE OF APPEAL WAS RECIEVED
<br />DURING THE TWENTY DAYS NEXT AFTER SUCH RECIEPT AND
<br />RECORDING OF SAID NOTICE,
<br />9- n4.ae_ ). // AD /4, R&13
<br />DATE
<br />TOWN CLER
<br />DeCELLE
<br />BU K
<br />& Associates, Inc.
<br />149 Independence Avenue Quincy, MA 02169
<br />(617) 405 -5100 (0) (617) 405 -5101 (F)
<br />STONES LARGER THAN 3" IN GREATEST DIMENSION
<br />FOR REGISTRY USE ONLY
<br />I CERTIFY THAT THIS PLAN CONFORMS WITH THE
<br />RULES AND REGULATIONS OF THE REGISTER OF
<br />DEEDS IN THE COMMONWEALTH OF MASSACHUSETTS
<br />i
<br />GENERAL NOTES:
<br />UNPAVED
<br />MAP 034 LOT 00123C (376 LINCOLN)
<br />PAVED
<br />TO 12" OVER PIPE FOR SEWER AND DRAIN PIPES.
<br />MINIMUM REQUIREMENTS:
<br />AREA: 15,500 S.F.
<br />FRONT SETBACK: 39
<br />SIDE SETBACK: 15'
<br />REAR SETBACK: 15'
<br />LOT FRONTAOENVIDTH: 125'1100'
<br />PROJECT TITLE & LOCATION:
<br />Proposed Balanced Housing
<br />Development
<br />in
<br />Lexington, MA
<br />PLAN TITLE:
<br />Details
<br />PAVE AS SPECIFIED
<br />Barons Custom Homes
<br />4 Bowser Road
<br />Lexington, MA
<br />DATE: March25, 2013
<br />REVISED: May 21, 2013
<br />REVISED: June 7, 2013
<br />REVISED: June 24, 2013
<br />JOB NUMBER: 124.022
<br />SHEET 9 OF 9
<br />is U 30 60
<br />4. PROVIDE SCREENED GRAVEL BEDDING TO MID PIPE
<br />-111=
<br />",
<br />DIAMETER FOR SANITARY SEWERS AND WHERE GROUNDWATER
<br />Exposed
<br />Free Draining Backfill to Extend
<br />LUI
<br />IS ENCOUNTERED AS DIRECTED BY THE ENGINEER.
<br />Wall Wall
<br />at Least 12" Behind Wall
<br />4" TOPSOIL & SEED -�
<br />91
<br />° ° ° ° -° ' 6
<br />Height
<br />V
<br />-p1=
<br />1(=
<br />5. REMOVE UNSUITABLE MATERIAL BELOW GRADE IF
<br />24"
<br />ENCOUNTERED, TO SUITABLE DEPTHS AS DIRECTED
<br />Non- Woven Geotextile
<br />III
<br />COMMON FILL r
<br />{.� (
<br />BY ENGINEER AND REPLACE WITH CLEAN GRANULAR
<br />FINISH GRADE
<br />Ground
<br />itevel
<br />Fabric (if Specified)
<br />SHEETING (IF REWD) TO BE CUT
<br />'
<br />=
<br />6. PROVIDE FILTER FABRIC IN TRENCHES FOR HOPE DRAIN PIPE.
<br />CONCRETE
<br /><° '
<br />A'
<br />OFF 5" MIN. BELOW GROUND &�
<br />!! {
<br />FILL,
<br />S . °
<br />S
<br />28" Bottom Block
<br />!" MIN. ABOVE TOP OF PIPE
<br />=
<br />(1{
<br />7. ALL TRENCH CONSTRUCTION TO CONFORM TO APPLICABLE
<br />o
<br />S O,
<br />36"
<br />Leveling
<br />12"
<br />C%o =
<br />FEDERAL, STATE AND LOCAL REGULATIONS
<br />DUCT SCHD. #40
<br />ANY SHEETING DRIVEN BLOW
<br />` e a
<br />°
<br />111
<br />o° =
<br />8. COMPACT FILL AND TAMP PIPE TO 939 MAX. DENSITY UNLESS
<br />i c' _ A
<br />d
<br />-
<br />Perforated Sock Drain
<br />(As Specified by Engineer)
<br />MID -DIA. OF PIPE SHALL BE
<br />_
<br />O
<br />I {P
<br />OTHERWISE SPECIFIED.
<br />r
<br />tiN jj j
<br />BE D0WN
<br />Crushed Stone
<br />LEFT 1N PLACE
<br />pI
<br />a °'
<br />o •.°
<br />Leveling Pad
<br />=
<br />p
<br />_
<br />°° o -
<br />FIRM COMPACTED SUBGRADE STAKE
<br />° 6"
<br />p - -.III
<br />° °
<br />., 9. ALL ROAD CUTS IN MIDDLE STREET SHALL BE DONE
<br />TO
<br />WATER, SEWER, DRAIN, OR FORCE
<br />_
<br />°
<br />a
<br />g" °
<br />PRIOR REPA1i1NG CONTROL DENSITY FLL IS REOUIRED
<br />See Redi- Rock.00m for Detailed
<br />I{
<br />_ -ii , alit
<br />o
<br />FOR BACKFICLED TRENCHES
<br />NOTE:
<br />Section Drawings of Each Condition
<br />PROVIDE FILTER FABRIC IN TRENCH
<br />FOR HOPE DRAIN PIPE.
<br />=
<br />°
<br />IN
<br />! I { °I 8 = ti I =�
<br />IN
<br />10. HIGHWAY CUT FOR GAS SE?WCES WA BE BACKf7LLED IN
<br />1. PROVIDE SIZE AND NUMBER OF CONDUITS AS
<br />Shown in the Design Charts
<br />EARTH
<br />LEDGE
<br />B" UFIS, COMPACTED AND WITH CO,NPA077ON 7ES77N6 IN
<br />INDICATED ON ELECTRICAL DRAWINGS AND SHEET C.1.
<br />WALL DESIGN
<br />W
<br />j
<br />ACCORDANCE WTH TOWN ENGINEERING REQUIREMENTS-
<br />BY OTHERS
<br />(SEE TABLE)
<br />11- LINCOLN S7REET EXCAVA770NS SHALL BE BACKFILLED
<br />Y
<br />TYPICAL L7 RA VI T Y
<br />��/
<br />V Y A L L
<br />W7H CON7ROLED DENSITY FILL AND PRIOR TO FINAL PARING
<br />ROAD MUST BE MILLED AND PARED CURB TO CURB TO
<br />pt r
<br />ELECTRIC DUCT, SYSTEM
<br />WITH
<br />Q
<br />H 2t) rr BLOCKS
<br />LIMITS 50 FEET BEYOND LAST CUT IN EACH DIREC770N.
<br />VYt
<br />t
<br />N.T.S.
<br />N.T.S.
<br />TYPICAL
<br />TRENCH SECTIONS
<br />NOT TO SCALE
<br />36" MIN, FENCE POST —�
<br />(STEEL 'T' TYPE OR 2
<br />HARDWOOD) DRIVEN MIN. 16"
<br />INTO GROUND, 10' MAX. O.C.
<br />e : c •s e
<br />2.-1 CUT
<br />20"
<br />MIN,
<br />er
<br />WOVEN WIRE FENCE (MIN. 14 1/2
<br />GAUGE, 6" MAX. MESH SPACING)
<br />SECURELY FASTENED TO POST
<br />W/ TIES OR STAPLES.
<br />FILTER FABRIC FASTENED OVER
<br />MESH, FABRIC OPENING SIZE SUITABLE
<br />FOR VERY FINE SILT /LOAM SOILS.
<br />STAKED BALES END
<br />TO END
<br />OF FtAW
<br />D1REC¶ON
<br />11 �
<br />2I
<br />I
<br />1` I
<br />{I ANCHOR TEE
<br />16" tV
<br />MIN.
<br />EMBED FABRIC AND FENCE,
<br />8" MIN.
<br />- BALES TO BE TIED W/ ORGANIC FIBER TWINE ONLY,
<br />NO PLASTIC OR WIRE.
<br />- HAY BALES TO BE SECURED W/ MIN. TWO (2) 2 "X2"
<br />WOOD STAKES PER BALE, DRIVEN 18" MIN, INTO GRADE.
<br />SILT FENCE / HA YBALE DETAIL
<br />N.T.S.
<br />Ct WATER MAIN
<br />VARIES
<br />HYDRANT TO BE ADJUSTED TO
<br />GRADE AND ROTATED AS
<br />REQUIRED
<br />FINISH GRADE
<br />1�
<br />'z
<br />6" GATE
<br />VALVE
<br />CONCRETE BACKING AGAINST
<br />UNDISTURBED MATERIAL
<br />FLAT STONE OR CONCRETE
<br />RETAINING GLANDS PROVIDE 4 CU. FT, OF SCREENED GRAVEL
<br />TO 6" ABOVE DRIP HOLE
<br />CONCRETE BACKING AGAINST
<br />UNDISTURBED MATERIAL
<br />TYPICAL HYDRANT AND VALVE DETAIL
<br />N.T.S
<br />-•-- 4' N10L 5' WOE
<br />SIDEWALK LANDSCAPE, AREA
<br />1 -112" TOP COURSE
<br />1 -112" TOP COURSE 2 -112" BINDER- COURSE
<br />2 -112" BINDER COURSE 8" GRAVEL
<br />40 DENSE GRADE
<br />8" GRAVEL CAPE COD BERM VV
<br />2: 1 cur sLOpE MAC
<br />TYPICAL ROAD SECTION — STA. 0 +50
<br />N.T.S.
<br />LESS THAN 10' SEWER CLEANOUT FRAME & COVER
<br />(IF IN PAVED AREA)
<br />LOAM OR PAVEMENT SET CASTING ASSEMBLY IN CONCRETE
<br />COLLAR(IF .e
<br />6" SCHEDULE 40 PVC SEWER PIPE
<br />g'
<br />EXISTING FOUNDATIO
<br />a SAND BACKFILL
<br />i
<br />BRICK LINE[
<br />SHAPED IN\
<br />MANHOLE FRAME & COVER
<br />(TOWN STANDARD)
<br />MORTAR BED
<br />KORN -SEAL BARREL SECTIONS;
<br />FILL MORTAR JOINTS INSIDE—
<br />WITH HYDRAULIC CEMENT
<br />(NON - SHRINKING MORTAR)
<br />WATER PROOF COATING
<br />BE APPLIED TO OUTER
<br />SURFACE
<br />SHELF ELEVATION AT —
<br />SAME AS CROWN OF
<br />LARGEST PPE
<br />PRECAST CONC. BASE -
<br />.0
<br />PLAN
<br />WALL OF MANHOLE
<br />FLDW
<br />BRICK SHELF
<br />SLOPE 1 " /FT.
<br />8 "8 '
<br />FINISHED ROAD GRADE
<br />OR GROUND SURFACE
<br />BRICK AS REQUIRED TO
<br />ADJUST TO GRADE (8" MAX
<br />-� 2 COURSE MIN)
<br />�t - - - - - - -I I PRECAST CONC. TRANSITION
<br />I i SECTIONS OR BARREL
<br />I i I SECTIONS WITH PRECAST
<br />TOP SLAB DESIGNED FOR
<br />H -20 LOADING (MIN.)
<br />MULTIPLES OF 1',2',3',4',5',
<br />OR 6' LENGTHS
<br />PRECAST CONC. BARREL
<br />SECTIONS
<br />4' MIN
<br />8" MIN. (VARIE )
<br />8" MIN.
<br />BRICK OR CONCRETE FILL
<br />UNDISTURBED EARTH 1-8" MIN. COMPACTED CRUSHED STONE BASE
<br />OR LEDGE
<br />SECTION
<br />TYPICAL PRECAST SEWER MANHOLE
<br />N.T.S.
<br />r TACK COAT BETWEEN COURSES 1 -112" WEARING COURSE
<br />I PER MASS DOT STANDARDS �2 -1/2" BINDER COURSE
<br />1 -112" WEARING COURSE
<br />2 -112" BINDER COURSE-
<br />3" LEVEL
<br />•: .f L :ri.i.Y G: ]::. .�
<br />SUBGRADE
<br />CAPE !t ! BERM
<br />NOT s SCALE
<br />GRADE
<br />® ■
<br />THIS PLAN IS SUBJECT TO A COVENANT DA TED --------- ------
<br />` 12" GRAVEL BASE "THIS PLAN IS SUBJECT TO A CERTIFICA IF OF AC77ON DATED --------------
<br />berg, o °a, °pog. "THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED ----------- - ---
<br />SU13GRADE
<br />LEXINGTON PLANNING BOARD
<br />PAVEMENT SECTION
<br />N.T.S.
<br />1, YANPr CLERK OF THE TOWN OF
<br />LEXINGTON, MASSACHUSETTS HEREBY CERTIFY THE THE
<br />NOTICE OF APPROVAL OF THIS PLAN BY THE LEXINGTON
<br />PLANNING BOARD HAS BEEN RECIEVED AND RECORDED AT
<br />THE OFFICE AND NO N077CE OF APPEAL WAS RECIEVED
<br />DURING THE TWENTY DAYS NEXT AFTER SUCH RECIEPT AND
<br />RECORDING OF SAID NOTICE,
<br />9- n4.ae_ ). // AD /4, R&13
<br />DATE
<br />TOWN CLER
<br />DeCELLE
<br />BU K
<br />& Associates, Inc.
<br />149 Independence Avenue Quincy, MA 02169
<br />(617) 405 -5100 (0) (617) 405 -5101 (F)
<br />FOR REGISTRY USE ONLY
<br />I CERTIFY THAT THIS PLAN CONFORMS WITH THE
<br />RULES AND REGULATIONS OF THE REGISTER OF
<br />DEEDS IN THE COMMONWEALTH OF MASSACHUSETTS
<br />i
<br />GENERAL NOTES:
<br />ASSESSORS:
<br />MAP 034 LOT 00123C (376 LINCOLN)
<br />MAP 034 LOT 00124E (73 MIDDLE)
<br />ZONING: RS
<br />MINIMUM REQUIREMENTS:
<br />AREA: 15,500 S.F.
<br />FRONT SETBACK: 39
<br />SIDE SETBACK: 15'
<br />REAR SETBACK: 15'
<br />LOT FRONTAOENVIDTH: 125'1100'
<br />PROJECT TITLE & LOCATION:
<br />Proposed Balanced Housing
<br />Development
<br />in
<br />Lexington, MA
<br />PLAN TITLE:
<br />Details
<br />PREPARED FOR:
<br />Barons Custom Homes
<br />4 Bowser Road
<br />Lexington, MA
<br />DATE: March25, 2013
<br />REVISED: May 21, 2013
<br />REVISED: June 7, 2013
<br />REVISED: June 24, 2013
<br />JOB NUMBER: 124.022
<br />SHEET 9 OF 9
<br />is U 30 60
<br />SCALE: 1" =30'
<br />so -468
<br />
|