HomeMy WebLinkAboutThe Cove - Site PlanB/ T.
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A PA R TMEN T S q
H YD.
1"0 HOLES FOR #5 ANCHOR PINS
Do
INSTALL 4'x6' PRECAST CONC.
DOOR RECREA TION
FACILITY
Q_ 0 �
8" SAN. BENCH MARK
4 " SA N. MA NHOL E R//
EL E V. 20.4
B/ T.
" C. B.
„G -LIGHT POLE
EO UA L IZA T/O
GRA SS TANK
G LIG T POL E o 8,1W GRA SS
CAPE COD BERM
o 0 3 " SA N. F. M.
40
G ELECT. BOX
CF 00
!� ♦ 'cam AE' SAN
SEP TIC TANK GO�� ♦ ♦ �'Q?� SEP /C
NO. 2 ♦ TAN B/ T.
C�' m, ♦ ♦ NO. I/
5P � ♦ 1
0 1 INSTALL 6'x8' PRECAST
CONC. RISER WITH
ACCESS HATCHWAY ONTO
TREE 0 1 m SEPTIC TANK NO. I
va 0 q FURNISHED 8 INSTALL TEMPORARY CONSTRUCTION
GRASS LIGHT POLE I ® 0 1 BARRIERS. DURING NON -WORKING HOURS INCLUDING
Lt"ij � � cn 1 � LUNCH BREAKS.
---�Eh�
v`t'''' Qn Q
TREES v
CHAIN..
FURNISH a INSTALL TEMPORARY
CONSTRUCTION BARRIERS, LEA E
'
IN PLACE DURING PROJECT. REMOVE CLEARING 8 GRUBBING BY
–
ILA OTHERS IF REQUIRED.
ONLY AFTER WORK IN THIS AREA LANDSCAPE RESTORATION
HAS BEEN SATISFACTORILY COMPLETED ?
OR AS DIRECTED BY OWNER. BY OTHERS. SUBSURFACE
DISPOS.4 L
B/ T. F/EL D
TENNIS Z m
V CAPE COD BERM
GRASS
W v
- --- -- CAPE COD BERM CONC. CURB
Existing Precast Concref
Septic Tonk No. I
B/ T.
CAPE COD BERM
GRA SS
SCALE: I"=20'
MUDWELL CHAMBER
SEE ELEVATION THIS SHEET.
THIS WORK AREA TO
/BBE, CLEARED a GRUBBED BY OTHERS.
NDSCAPE RESTORATION ALSO doo
BY OTHERS.
0
APPROX. ROOF8,w
O VERHA NO V. v
Ol` CpP C
T yU'NAE,S,
- � S
GROUT PIN HOLES
BUMPER SIDE
I
N
LOCATE 2' 10"
40"
SUITABLE_ BACKFILL
o OR COMPACTED
GRAVEL AS
DIRECTED
FIRST LASS
BEDDING
INSTALL 5'x10' PRECAST
CONC. CLEARWELL CHAMBER
SEE ELEVATION THIS
SHEET.
SUBSURFA CE
DISPOSAL
B/ T.
9-25-85 BY H.W. MOORE ASSOCIATES, INC. FOR THE
V MILL CREEK COVE, NOW THE COVE AT YARMOUTH.
Qw 2. BENCH MARK ELEVATION IS ASSUMED.
O VQ 3.A SET OF ORIGINAL CONSTRUCTION DRAWINGS IS
COREBORE DIA. TO EXTERIOR FACE OF WALL AVAILABLE FOR USE BY THE CONTRACTOR FROM THE
OBSERVA T/ON ?FOR PVC-ELEV. 16.91 OWNER.
WELL #7A ACCOMEDATE PIPE
-��–�-- CAP COD BERM
• GRA SS
TREES /
B/ T.
CONC
�'UqB
GP4 SS
MIN. PAVEMENT RESTORATION LIMIT
CONSTRUCTION LIMIT OF PAVEMEN 6'x8 ALUM. ACCESS
REMOVAL TO BE MINIMIZED i HATCHWAY
I' MIN.
I' MIN_ SAW CUT ITYP )
vVQ
REMOVE EX ST. CON
BUMPERS. FTER W RK
OFF EDGE
OF PARKING
344 BARS -
4' LONG
12" 12"
UNDISTURBED
PIPE O.D.
�R
4"�
F.G.
3" BIT. CONC. CLASS I
'\
1"
SURFACE
POWER SPADE
1 1/2"
/
COMPLETE RESET
AREA AS
6'x8' PRECAST CONCRETE
STORM MANHOLE
GRASS r
SEWAGE
ADJUSTABLE INSERT
BST UNDAMAGE BUMPE S
ORDERED BY
TREA TMENT
OR FURNI H 8 INS ALL
THE ENGINEER
DRIVE PIN 12"±
PLANT
SAW CUT 4'x6' OPENING IN
DAMAGED BUMPER AS
INTO PAVEMENT
N.T.S. `
SHRUBS
6"
N0. I 121, MAX
DIRECTED BY A/E.
8" GRAVEL
\ UNDISTURBED
I" TO I 1/2"
CENTER BETWEEN EXISTING\\�
N
w v
CONTRACTO SHALL TILTHIS
GROUT LEVELING
�t
MANHOLES.
ADD L. REINF.
3" VENT
/
AREA FOR TORAGE OF EXCAVATED
N.T.S.
#664" E.F., (TYP.)
_x3x3
(n _N
STONE DRYWELL
6'x8'
DETERMINED.
SOIL, PREC ST UNIT$, PIPE, ETC.
FURNISH AND INSTALL
\
t
PH/ T
BIRCH
SHRU S
S.S. SAFETY EXTENSION
DAMPPROOF
RISER w/10" WALLS
CAPE
COD BERM -- WHITE
7777797 POSTS.
ALL EXTERIOR
/
o
_,
\ BACKFILL w/SUITABLE
BIRCH
WALLS
EXCAVATED MATERIAL
NOTES:
B/ T.
APPLY 2 COATS OF DAMPPROOFING
FIBERGLASS GRATING8"x8"x3/4"
GALV. STEEL
I. TOPOGRAPHY TAKEN FROM SITE UTILITY PLAN DATED
INSTALL 5'x10' PRECAST
CONC. CLEARWELL CHAMBER
SEE ELEVATION THIS
SHEET.
SUBSURFA CE
DISPOSAL
B/ T.
9-25-85 BY H.W. MOORE ASSOCIATES, INC. FOR THE
V MILL CREEK COVE, NOW THE COVE AT YARMOUTH.
Qw 2. BENCH MARK ELEVATION IS ASSUMED.
O VQ 3.A SET OF ORIGINAL CONSTRUCTION DRAWINGS IS
COREBORE DIA. TO EXTERIOR FACE OF WALL AVAILABLE FOR USE BY THE CONTRACTOR FROM THE
OBSERVA T/ON ?FOR PVC-ELEV. 16.91 OWNER.
WELL #7A ACCOMEDATE PIPE
-��–�-- CAP COD BERM
• GRA SS
TREES /
B/ T.
CONC
�'UqB
GP4 SS
MIN. PAVEMENT RESTORATION LIMIT
CONSTRUCTION LIMIT OF PAVEMEN 6'x8 ALUM. ACCESS
REMOVAL TO BE MINIMIZED i HATCHWAY
I' MIN.
I' MIN_ SAW CUT ITYP )
SCALE: 1/4"=1'-0"
•
S AND/OR LEGEND
gABBRppUUEVIATIO
CONCkIETES CONCRETE PAVEMENT
CONC.
CATCH BASIN
C.B.
GROUND
E.G.
SAW CUT OR
F.G.
3" BIT. CONC. CLASS I
F.M.
1"
POWER SPADE
1 1/2"
PVC I.E. 2" BINDER COURSE
3/4" MALLEABLE
SANITARY MANHOLE
6'x8' PRECAST CONCRETE
STORM MANHOLE
I" WEARING COURSE
ADJUSTABLE INSERT
RISER w/S.S. ACCESS
GALV. _
HATCHWAY
SAW CUT 4'x6' OPENING IN
TOP
/
\
OF EXISTING SEPTIC TANK
N0. I 121, MAX
—
8" GRAVEL
\ UNDISTURBED
I" TO I 1/2"
CENTER BETWEEN EXISTING\\�
N
w v
MATERIAL
GROUT LEVELING
�t
MANHOLES.
ADD L. REINF.
w
DAGGED3/4"
COURSE. FIELD
#664" E.F., (TYP.)
_x3x3
(n _N
STONE DRYWELL
6'x8'
DETERMINED.
FURNISH AND INSTALL
\
PRECAST CONC.
3/4"0 PARABOND
S.S. SAFETY EXTENSION
DAMPPROOF
RISER w/10" WALLS
CAPSULE ANCHORS
MANHOLE STEPSm 14
7777797 POSTS.
ALL EXTERIOR
/
o
_,
\ BACKFILL w/SUITABLE
WALLS
EXCAVATED MATERIAL
SEE DETAIL 'A'
APPLY 2 COATS OF DAMPPROOFING
FIBERGLASS GRATING8"x8"x3/4"
GALV. STEEL
FIBERGLASS GRATING
TO CUT CONCRETE
3 EQUAL PANELS
ANGLE SECURE AS
3 EQUAL 'PANELS EACH
SAW CUT 4'x6' OPENING-
PENING'DETAILED
'DETAILED
2'-7"W x 5'-9"LG.IN
TOP OF SEPTIC TANK
Exis lin Se tic
NO.
Tank No. I
SCALE: 1/4"=1'-0"
•
S AND/OR LEGEND
gABBRppUUEVIATIO
CONCkIETES CONCRETE PAVEMENT
CONC.
CATCH BASIN
C.B.
GROUND
E.G.
FXISTING
INISHED GRADE
F.G.
FORCE MAIN
F.M.
GAS
DESCRIPTION
SCALE: 1/4"=1'-0"
•
S AND/OR LEGEND
gABBRppUUEVIATIO
CONCkIETES CONCRETE PAVEMENT
CONC.
CATCH BASIN
C.B.
GROUND
E.G.
FXISTING
INISHED GRADE
F.G.
FORCE MAIN
F.M.
GAS
G
SANITARY
SAN.
WATER
W
SANITARY MANHOLE
ED
STORM MANHOLE
ri
c , SER
,
" ++a '•s9
lei
O.D. SIZE PLUS , FOR 4" ELEV. 16.91 4. NOT ALL UNDERGROUND PIPING, CONDUIT, STRUCTURES
MECHANICAL SEAL CONC C FOR 6" ELEV. 15.50 MAY BE SHOWN ON THIS DRAWING. IT SHALL BE THE
THICKNESS WALL 4"0 FROM MUDWELL TANK CONTRACTOR'S RESPONSIBILITY TO LOCATE UNDER -
6"1 FROM CLEARW=5.
GROUND FACILITIES AND TO PROTECT THEM FROM
4" OR 6" DAMAGE AT NO ADDITIONAL COST TO THE OWNER.
I FEMALE . — . . — . . --,
THE CONTRACTOR SHALL CONFINE HIS OPERATIONS
THREADED AND ACTIVITIES FOR CONSTRUCTION PURPOSES
END CAP. WITHIN THE AREAS INDICATED. SHOULD ADDITIONAL
,:
STORAGE AREAS BE REQUIRED THE CONTRACTOR
EXTEND 4 OR PACK ANNUAL SPACE' SHALL OBTAIN THEM AT HIS EXPENSE.
6" PVC SCH. 80 WITH LEAD WOOL, 6. THE CONTRACTOR SHALL PROVIDE FOR THE
12" INTO BLDG. EXTERIOR WALL ONLY MAINTENANCE AND PROTECTION OF VEHICULAR AND
PIPE END TO BE PEDESTRIAN TRAFFIC AS SPECIFICED.
MALE THREADED FOR
7. ALL WORK SHOW
END CAP N ON SHEET I OF THE DRAWINGS
Cb
IS THE RESPONSIBILITY OF THE S'TE l^ -'ARK
'I1 N.T.S. F
- - ---- -
I 3'x3' ALUM. ACCESS
1
Existing HATCHWAY�
Building i
ELEV. 24.0
F.G.
AG I EG/FG
1 ELEV. 22.0 – – –
I 5'x10' PRECASTI'-0" BELOW F.G.
I CLEARWELL 4'x6' PRECAST MAX. HEIGHT
11_011 1CHAMBER MUDWELL DAMPPROOFING,
6"0 P.V.C. CHAMBER ITYP.)
1 ELEV. 17.0 4"0 P.V.C.
TO BOTTOM OF WALLS
(TYP.) ELEV. 15.50
,-J L – – – –––––– – – – – ––
------
7/8"x3" VERTICAL SLOTTED L --- – – – –– – – – –– ––––––––––––––– – – – – – –
HOLE 2' ON CENTER 6" MIN. FIRST CLASS
3"0 HOLE BEDDING (TYP.)
5"x5"xl/2"
GALV. PLATE w/ I'-6" .ACCESS HATCHWAYS
7/8"0 HOLE (TYP)
8"x8"x3/4" GALV. ' MUDWELL
ANGLE _ _-
PITCH F.G. r CHAMBER
COREBORE AS �` _ - - — _ _ 3 BIT.
DETAILED ABOVE - _ .__
i E.G. I -
I I CLEARWELL
END CAPS 6"0 P.V.C. I i CHAMBER
1/4" 5" 6"0 TO CLEARWELL I I 8" GRAVEL
1/4" 5" BY OTHERS- " '► I I PROVIDE GALV.
1.11 SLEEVE FOR
N.T.S. .f—�____- WALL PENETRATION
SEAL, TYP.
q 1
4"0 TO MUDWELL FIRST CLASS BEDDING
REAS` 7`!7s ._-! D �,�..�,=s,"..',STOF RY OTHERS
�j
date SCALE: 1/4"=l'-0" SITEDET.DWG
PLOTTED:2/4/94
17
4Keyes Associates
Architects
Engineers
Planners
` �... Interior Designers
Providence,RI*Waltham,Ma•Wether sflel d,CT•Nashua,NH
SITE PLAN
ULSIGNED BY: RAWN BY: HECKED BY: OB NUMBERrAIL
E.J.R. A.J.K. E.J.R. P9372.03 FEB. 1994
THE COVE AT YARMOUTH
DENITRIFICATION FACILITIES
WEST YARMOUTH, MASSACHUSETTS
SHEET I OF 3