HomeMy WebLinkAbout78.151 - Detail Sheet Site PlanTOP OF ROOT13ALL SHALL BEAR
SAME RELATIONSHIP TO FINISHED
GRADE AS TO PREVIOUS
EXISTING—GRADE
PLACE BALL ON SUBSOIL. REMOVE AND
DISCARD BURLAP EXCEPT UNDER BALL.
REMOVE ALL SYNTHETIC SOIL WRAPPING
MATERIALS (TREATED BURLAP, NYLON
TWINE, WIRE BASKETS, ETC.) AND
DISCARD
EXCAVATE SUBSOIL AS
REQUIRED TO PLACE ROOTBALL
TO PROPER ELEVATION. PLACE
ROOTBALL DIRECTLY ON SUBSOIL
EXCAVATE HOLE TO DIAMETER 3X
WIDER THAN ROOTBALL. BACKFILL
HOLE WITH PLANTING SOIL MIX AS
SPECIFIED
3" BARK MULCH, AS SPECIFIED
UNDISTURBED SUBGRADE
SHRUB PLANTIN
NOT TO SCALE
MIRAFI 14ONS
-
coo o
oo°oo
*' -"� "� `
WASHED STONE
FABRIC OVER STONE
& DOWN SIDES OF TRENCH 3'
°°°°°° ° °p000
000aooa°eo 00
°Oo°o°0000000
Q°°°
O�a„o„o°o°o°o
INVERTS
LEVEL
4'-8 X 6'0 ;,
1
600 GAL a
LEACHPIT
SHOREY OR EQUAL
3/4' - 1 1/2•
DOUBLE WASHED ;ONE /
4' MIN. AROUND PIT
DCE #10-204
TRENCH CROSS SECTION A -A
I NTS
laky �
A
NOTES:
n
1. NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT
COLLAR OF PLANT.
2. PLANTING DEPTH SHALL BE THE SAME OR HIGHER AS
GROWN IN NURSERY.
H-20 RATED F&C
LeBARON LB268-3 H-20 OR EQUAL
MANHOLEFRAM
E AND COVERS
DR LLRp(2) 1-01 HOLES IN COVER
°000000000 °°° 4'-81 X 6'0
H-20 �I
A 600 GAL �*
i ILEACHPR
SLOTTED H-20 oo°oo°o° SHOREY OR EQUAL
3'X3' LEACHING TRENCH
BETWEEN STRUCTURES WHERE SHOWN
SEE TRENCH CROSS SECTION
E3aTi�
3/4' - 1 1/2'
DOUBLE WASHED STONE
4' MIN. AROUND PR
RISER
(TYP•)
TOP STRUCTURES 2' ABOVE INVERTS LISTED
MIRAFI 14ONS
FABRIC OVER STONE
& DOWN SIDES OF PITS
PROPOSED
1000 GALLON PRECAST
H-20 CATCH BASIN
6'0X6'-8' SHOREY SOLID
BASIN H-20 OR EQUAL
6' LOAM & SEED ALL DISTURBED AREAS NOT PAVED.
EXTEND GRAVEL 6' MIN. /
PAST EDGE PAVE
12'X3' CAPE COD BERM INTEGRAL WITH TOP COURSE
DPW
11
MDPW M1.03.1 VIB. ROLLER COMPACTED
REMOVE TOP -& SUBSOIL
COMPACT SUBGRADE
NOTE: REMOVE FROST SUSCEPTIBLE MATERIAL
TO A DEPTH OF 36' BELOW FINISHED GRADE
REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL
(LESS THAN IOX PASSING %200 SIEVE)
NOTE: COMPACT ALL FILL IN 6" LIFTS TO 95X MOD.
PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER.
FILTER FABRIC BETWEEN FRAME & GRATE
UNTIL SITE STABILIZED FINISHED GROUND SURFACE
/ 'Ir 6' LOAM & SEED UNLESS NOTED
r H-20 RISER & BRICK LEVELING
COURSES SURROUNDED BY POURED IN PLACE
CONCRETE COLLAR
12'0 HDPE PE
ELBOW
ALL FILL TO BE PLACED IN 6' LIFTS
AND COMPACTED TO 95% MODIFIED PROCTOR DENSITY
BY 10 TON MIN. VIBRATORY ROLLER.
ENGINEER TO INSPECT ALL SITE WORK.
CLEAN SAND FILL ONLY.
BOTTOM
171114
NOT TO SCALE
DETAIL SHEET
SITE PLAN
IN
SOUTH YARMOUTH, MA
#279 STATION AVE.
PREPARED FOR
DR. THOMAS D. TOMASIK
DATE: JANUARY 29, 2011
REVISED: 2/2/11 (ADDED 2' TO FRONT OF ADDITION)
REVISED: 2/4/2011 (ADDED LANDSCAPE)
REVISED: 3/24/2011 (PARKING & LANDSCAPE)
PERMIT SET — NOT FOR CONSTRUCTION
Scale: 1"= 20
0 10 20 30 40 50 FEET
off 508-362-4541
fax 508-362-9880
downcope.com
170Wa cape elliaeefiag, Tac.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
10-204 TOMASIK.DWG