HomeMy WebLinkAbout0 Willow Street - Cape Light Compact - Site Plan 12BLDG 5
6400 SF IST FLOOR
8400 SF 2ND R
SLAB EL. 38.5
IF REQUIRED FOR FUTURE USE CHANGE:
NTIVE PARKING ARRANGEN
INDICATES PARKING POSSIBLE ON GROUND LEVEL OF BUILDING 8
OFFICE OR STORAGE USE ON 2ND STORY ONLY
SCALE: I " - 60'
178 NEW SPACES - 14 LOST SPACES =
NET GAIN 164 SPACES
C.I. RING & COVER ---'-'
MANHOLES LEBARON LA0910 OR EQ. OVER
- CLEANOUT TO GRADE.
8"bS N40 PVC AT TANKS
�f0
STI 9" TEE
Q6 4'b ---5T2 ---' --
MANHOLES w/ GAS E
AT -TOP --SECTION--_-_.. ,
EQUAL
INVERT TO
6"OSCH40 PJC
2'-10"
26"
------/ MANUF. Le BARON, BROCKTON, MA
MODEL: LT 105
WEIGHT: 430 LBS
TYPICAL ACCESS COVER
SCALE: 3/4" = 1'-0"
PARKING CALCULATIONS:
OFFICE USE: 100,800 SF X 1/200 SF = 504 SPACES REQ.
504 SPACES PROVIDED (INCL. 11 ACCESSIBLE SPACES)
STORAGE USE: 74,884 SF (1/200)=375 SPACES REQUIRED
36 SPACES PROVIDED (INCL. 1 ACCESSIBLE SPACE)
NOTE: IF REO.'D FUTURE PARKING EXPANSION ON GROUND LEVEL
OF BLDG 8 YIELDS NET GAIN OF 164 SPACES FOR 200 TOTAL.
FUTURE STORAGE USE: 40,892/200 = 205 REO.
TREE CALL: 540 SPACES X i TREE/8 CARS =68 REQ.
(68+) 3" CALIPER PARKING TREES SHOWN
CAST
BIOCLERE UNIT
/8"
THi
SOIL EVALUATOR: DAN OJALA P.L.S.
DOWN CAPE ENGINEERING
WITNESS: KELDA WELCH (BOH)
EXCV. SCOTT (BORTOLOTTI)
DATE: MAY 22 1999
0-2" 0 ORGANIC 10YR3/2
2-5" A LOAMY SAND 10YR4 4
5-38" B LOAMY SAND 10YR6/6
38-66" Cl M/C SAND 2.5Y6/6
66-78" C2 SANDY LOAM 7.5YR6/6 (FIRM, UNSUITABLE)
78-144"C3 M/C SAND 10YR5/6
GROUNDWATER FOUND AT 10.8'
EL. 37.14 0"
0 2-
A
5"
g ZONE E
EL. 33.97 38" AIW247 4/99 23.9 -ZONE D-5.3
AIW230 4/99 23.5 ZONE E-4.5
USE 5.3' ADJ.
Cl
EL. 31.64ADJ. WATER
C2
EL. 30.64 78"
5.3'
C3
EL. 26.34 _ OBSV. WATER AT 10.8'
EL. 25.14 144"
NOTE: ADDITIONAL INFORMATION ACCOMPANYING PLAN:
SEE ATTACHMENT FOR ADDITIONAL SOIL INFORMATION.
SEE NITROGEN CALCULATIONS FOR SITE
ATTACHED DRAINAGE CALCULATIONS FOR SITE
TH6 (AUGER HOLE)
SOIL EVALUATOR: DAN OJALA P.L.S.
DOWN CAPE ENGINEERING
DATE: 4-27-99 2 PM
0-1" 0 ORGANIC 10YR2/1
1-3" A LOAMY SAND IDYR3/2
3-36" B LOAMY SAND 10YR6 8 109 GRAVEL
36-126" C1 M/C SAND 2.5Y7/6 109 GRAVEL
EL. 36.9 0 0"
1"
A
3.,
B ZONE E
EL. 33.9 36., AIW247 4/99 23.9 -ZONE D-5.3
AIW230 4/99 23.5 ZONE E-4.5
USE 5.3' ADJ.
Cl
EL. 31.8 ADJ. WATER
5.3'
EL. 26.5 _ OBSV. WATER AT 10.4'
EL. 26.4 126"
12" X 3" 1 TOPCOAT MASS DPW
CCBERM TYPE 11
BINDER
° o o°o o°o°oo
12" PROCESSED GRAVEL
MDPW M1.03.1 VIB, ROLLER COMPACTED
REMOVE TOP &SUBSOIL COMPACT SUBBASE
JT CROSS SECTION
NOT TO SCALE
SEPTIC SYSTEM DESIGN DATA
OFFICE USE: 3 BLDGS 0 16,800SF (75 GPD/1000 SF) = 3780 GPD SEPTIC TANKS AND SYSTEM TECHNOLOGY & COMPONENTS TO BE SIZED TO DISCHARGE
DOCTORS OFFICES: 2 BLDGS 0 9 DOCTORS/BLDG (250 GPD/DOCTOR) = 4500 GPD EFFLUENT WHICH MEETS CLASS I GROUNDWATER STANDARDS PURSUANT TO 314 CMR 6.00
DENTIST OFFICES: 1 BLDGS 0 10 CHAIRS/BLDG (200 GPD/CHAIR) = 2000 GPD PRELIMINARY DESIGN ILLUSTRATED: TO BE REFINED THROUGH THE DEP PERMITTING PROCCESS.
STORAGE USE: NO FLOW REQ. (1000 SF OFFICE =75 GPD) PRESSURE DOSING UTILIZED.
TOTAL DESIGN FLOW = 10,355 GPD. P/C: USE 12,000 GAL PUMP CHAMBER
NO GARBAGE DISPOSALS ALLOWED GROUNDWATER DISCHARGE PERMIT REQUIRED LEACHING: USE (2) 71'X100' LEACHING FIELDS = 14,200 SF
PER 310 CMR 15.004(2) CAPACITY: 14,200(.74 GPD/SF) = 10508 GPD> 10355 GPD. O.K.
SYSTEM TO UTILIZE AWT BIOCLERE TERTIARY TREATMENT UNITS UNDER D.E.P. SUPERVISION
(GROUNDWATER DISCHARGE PERMITTING) FOR DENITRIFICATION AND ENHANCED
TREATMENT OF EFFLUENT. FINAL NITROGEN CONCENTRATIONS WILL BE LESS THAN 10 PPM
SEE ATTACHED NITROGEN CALCULATIONS FOR SITE.
CL
BIOCLERE UNIT - PITCH
--- --- __- _ ._. _. .005 MIN.
6'OSCH40 PVC _ ---- 4"0SCHaO PVC
-_-_.______ .005 MIN. ---.__-_
_- _ _
FINAL CLARIFIER - 5.0' ---- --REMOVE--ALL-,tAND$HOR120N-$OILS-0 D-AN'f-OTHER-
-- --- ____SQO AL - PUMP CHAMBER UNSUITABLE SOILS ENCOUTERED BELOW ANO WITHIN 5'
LATERALLY IN ALL DIRECTIONS FROM THE OUTER PERIUETER
OF--➢iE3AS�fID.BEP1ACt-WITH..CLEMISAN0.AS._
PERIMETER
IN 310 CMR 15.255 CONSTRUCTION IN FILL"
:RETE BALLAST - - 31.84
W/ GAS BAF
REQUIRE -- _ - - --_- _ DUAL SEWAGE PUMPS REMOVE TO THE BOTTOM OF THE B LAYER AND
WITH -RAI- ANY UNSUITABLE SOIL AS SHOWN
-- SEE DETAIL SHEET -- ----'
-_--___.___.___-LN-TESTfiOLETOGS.�COEPTFrOF-FILL AND -____-
-_.__-
--- ----- UNSUITABLE MATERIAL MAY VARY, ENGINEER TO
INSPECT REMOVAL.
FABRIC OVER
OVERLAP 12" DRILL (2) 1"0
HOLES �L ADJ. BLOCK:
4" PFASTONF nvF'R PIPE 12"0 SLOTTED H-20 MORTAR ALL COMPONENTS TOP OF STRUCTURE
ELEVATION VIEW
R" N -9n E -R.0 CI 'c I ICTrn
CORRUGATED HDPE PIPE
(TYP•)
or -r I mo J TJ I M 5tGjjl
Op
08
75"-1.5" DOUBLE
SCALE: 1" - 5' HORIZ. & VERTICAL
2 p
OO o!
WASHED STONE
PRELIMINARY SCHEMATIC OF DESIGN TO DEP REQ.'S
��J
ALL UNSUITABLE MATERIALS TO BE REMOVED.06
0
0 68 0.,0 0 -
LeBARON CAST IRON
SEE PAVEMENT SECTION
4'
FOR 5' HORIZONTALLY AND TO REQUIRED DEPTH
AROUND. ALL LEACHING
00 0..
12"0
ELDBOW IPE
H-20 RATED
CL
SYMMETRY
VALVE BOX TO
GRADE. (20) REO.
FEMALE ADAPTOR & THREADED PLUG
TRENCH
CROSS
SECTION
SLEEVE TO ALLOW MOVEMENT Eq�y �°,
REDUCE
NTS
BOTTOM LEVEL AT EL. 31.9
12"0 HDPE
POURED CONCRETE DONUT
ADJ. G.W. EL. 30.9'
DRILL LAST HOLE IN EACH
H-20 CATCH BASIN
'OX6'-8"
2 CU FT. MIN.
4'OSCH 40 PVC 90' TEE
ON SOUTH END OF SITE
LATERAL ON TOP TO VENT
1.5"b V T
Lw un
TNMAEAR A
R Fi.l
___-_-_-_-_-_-_-_-_-_-
_ -_-- _--- -
-- - _- ------------------
AIR WHILE LATERAL FILLS
SCH 40 PVC
3000 PSI CONC.
'
SECTIONAL PLATE
----
1.5'OSCH40 PVC 2 oC@+C.
THRUST BLOCK
AROUND CONNECTION "bRISER
L.5'b5CH40 LATERAL
o4-
O�O
90' ELECTICAL CONDUIT SWEEP I+eA" 0x SL
(TYP.) VARIES
.. T-
CE o
1 4' ORIFICE ALTERNATE TOP & BOTTOM
INVERT LEVEL AT
RmvPn L
6' TO 4' TEE
O
o
60' O.C. WITH SHIELDS
I
O
1
I
N'KCOUT P,T
cLFiHauT AT *nc fw
6"65CH 40 PVC MANIFOLD
cB o
(13 ORIFICES PER LATERAL)
I
� o
« IF « Tnc
u.wlram
L_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-___
- _ - _ - _ - _ -
08
o
7/
_
-o
_J
SEPTIC
PIPING LX;~ R,4
SIDE ELEVATION VIEW
DETAILS
NTS
c.l
FABRIC OVER
OVERLAP 12" DRILL (2) 1"0
HOLES �L ADJ. BLOCK:
4" PFASTONF nvF'R PIPE 12"0 SLOTTED H-20 MORTAR ALL COMPONENTS TOP OF STRUCTURE
ELEVATION VIEW
R" N -9n E -R.0 CI 'c I ICTrn
CORRUGATED HDPE PIPE
(TYP•)
ADS N-12 OR EQUAL
Op
08
75"-1.5" DOUBLE
-
~�~
2 p
OO o!
WASHED STONE
2.0' (TYP.)
��J
ALL UNSUITABLE MATERIALS TO BE REMOVED.06
0
0 68 0.,0 0 -
3 C.B. TRAP
f
4'
FOR 5' HORIZONTALLY AND TO REQUIRED DEPTH
AROUND. ALL LEACHING
00 0..
12"0
ELDBOW IPE
TRENCH. ENGINEER TO INSPECT.
UNSUITABLE SUBSOIL AVERAGED 3' DEPTH.
TRENCH
CROSS
SECTION
SLOTTED H-20
PROPOSED
NTS
BOTTOM LEVEL AT EL. 31.9
12"0 HDPE
1000 GALLON PRECAST
ADJ. G.W. EL. 30.9'
LEVEL BETWEEN BASINS
H-20 CATCH BASIN
'OX6'-8"
ON SOUTH END OF SITE
SHOREY SOLID
BASIN H-20 OR EQUAL
SECTIONAL PLATE
DRA-IN49tE'
CROSS SECTIONS -. -
L_N07 TO SCALE
98-330
uvAl rLa, FL - - DATE
DETAIL SHEET ACCOMPANYING
SITE PLAN
OF LAND IN WEST YARMOUTH, MA
CAPE LIGHT COMMONS
OFFICE PARK AND STORAGE CENTER
SCALE AS NOTED DATE: 7-19-99
PREPARED FOR:
BORNSTEIN COMPANIES
297
NORTH STREET
HYANNIS MA off 506-362-45.1
1 fox 508 362 98
SHEET 2 OF 2
80
I
own cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yarmouthport, ma 02675