HomeMy WebLinkAboutDecision 2652 - D - SP-3 Site Plant;
N/F THIRD DUNKIN DONUTS
RGAI:CY COMPANY
I SItOR
RIII I,DI1
ACHING TRENCH TYPE SANITARY
DISPOSAL SYSTEM: (NEN)
4" Inv. (high end) - 6 2
-- 4" Im. (low end) - 5.8 7.00
.------- -_-`�'W Bottom of trench - 4.0
Design. ground voter - 0
8.00
7.9, �I
T 17`_95 7.47 I CATCH BASIN (NEW)
- AGO p 7.43.�j I Rim: 7.00
1) I Inv.: 4.00
r, 7.87 Sump: 1.50 $ 2 -
'.DIS'fitEBOTION BOR (NEW) 7.36ff S -O. DOS 8 7.25-�,\`��" �I T. P. 03
Inv. in
•l. �.� ��._-''- 7.75
bBlT11 r- 9 00 Bo[tamuofTop of stankbox .5.42 _'-I �5 P•)-_ --�......... FERC. TESTI A� `\1
-16.17 _ I
{ °&
it T.P. $3' \)
CATCH BASIN (NEW) I8'3
Rim: 7.00 I :I
Inv.: 4.00 1
Sump: 1.50 3 3
.25
q ELEV:
7.75
7.18 i
g
7.46
1 �i t
• i j; I l!1�0. w
9.0o
-
3' CLEAR SEPARATION
-
BETWEE1 CURB g LOT S
LIGTu BASE. (TYP) a (i _
t'
(
LEACHING TRENCH TYPE STDPM • . (�
DISPOSAL SYSTEM (NR89 L
Top of trench - 5.77
Top of pipe - 5.M - 1 i II •'
12''1 Inv. - 4.00
Bottom of scone - 2.0) 1 t
Design ground water elev.- 0. I 0 - e31
E.02
-i-..-.. 1[gl--r-JtATCH-BAS-17 (I-
0
1 Rim: 7.00 I.P. f2 -
Inv.: 4.00
' O - Sump: 1.50* .
I I •
'd V.P.
i
ROUTE
2 j 8.27 .6.25 8.09 8.S;
i 8.50 8.65
PUDI,iC
RI1,H1 OF WAY)
N/F J011ti K.
SH(JI'1 I'tii_ (I?JI'{F
l'ARI��I'� RI_I_III.'
RL•'TAIL STORKS,
POST OFFICF AND
AMUSEMENI' CENTER
BOWLING/YIDGO GAMES),
C.B.
SUBSOIL EXPLORATION RES'_TS
TEST PIT Ill ( 10 MAR 89 )
SURFACE ELEVATION: 8.4
0-6" Topsoil
6"-66" Sandy yellow-brown fill
66"-72" Original topsoil
72"=84" Yellow sandy subsoil
84"-120" Fine gray -brown sand
Bottom of Test Pit Elev.: -1.6
Ground water at 9'-6" or Elev. -1.1
TEST PIT #2 ( 10 MAR 89 ;
SURFACE ELEVATION: 8.4
0-6" Topsoil
6"-66" Sandy yellow-brown fill
66"-72" Original tops)il
72"-88" Yellow sandy Zubsoil
88"-124" Fine gray -brows sand
Bottom of Test Pit Elev.: -1.93
No water encountered to Elev.
TEST PIT #3 ( 10 MAR 89 )
SURFACE ELEVATION: 7.8
0-4" Topsoil
4"-28" Sandy yellow-brown fill
28"-44" Original topsoil
4411-6211 Ye_low sandy subsoil
62"-120" Fine gray -brown sand
Bottom of Test Pit Elev.: -2.2
Ground water at 9'-6" or Elev. -1.7
TEST PIT A ( 22 FEB 72 )
SURFACE ELEVATION: 8.5
G-10" Loam &Isubsoi'
10"-48" Clean sand fil_
48"-66" Subsoil
66"-102" Medium -fin=_ sand
Bottom of --est P_t Elev.: 0.0^.
Ground wate_ at 8'-6" or Elev. 0.00
B-5 ( OBSERVATION WELL )
WATER TABLE READING ( 29 MAR 89 )
SURFACE ELEVATION: 8.00
Ground water at P.00' or Elev.: 0.00
PERCOLATION TEST A ( Adjacent to Test P=- #2 )
DEPTH: 5'-611+
Rate: Less tha_. "< minutes ler inch.
CONSTRUCTION NOTES
1. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING AND PROPOSED CRITICAL
ELEVATIONS (BUILDING FINISH FLOOR, DRIVEWAY ENTRANCES, WALKS, DRAINS,
SEWERS, CURBS, RAMPS, ETC.) AT GROUNDBREAK, NOTIFY McDONALJ'S PROJECT
MANAGER OF ANY DISCREPANCIES BETWEEN FIELD AND PLAN INFORMATION.
2. PROPOSED ELEVATIONS SHOWN F85.421 REFER TO TOP OF PAVEMENT ELEVATION;
FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH PAVEMENT.
3. EARTHWORK:
THE CONTRACTOR SHALL REFER TO THE "SPECIFICATIONS FOR THE 89 SERIES
STANDARD BUILDINGS" AND THE GEOTECHNICAL ENGINEERING REPORT FOR THE
PROPOSED McDONALD'S RESTAURANT LOCATED ON ROUTE 28 IN SOUTH YARMOUTH,
MASSACHUSETTS (PREPARED FEBRUARY 27, 1985)" BY BRIGGS ASSOCIATES, INC.
RECO%24ENDATIONS MADE IN THE REPORT ARE BASED ON SOILS OBSERVATIONS
MADE AT VARIOUS SOILS TEST LOCATIONS SHOWN ON THE PLAN (TP = TEST PIT,
B = BORING) AND ARE TO BE USED BY THE CONTRACTOR IN ACCORDANCE WITH
THE LIMITATIONS DESCRIBED IN BOTH THE REPORT AND THE STANDARD SPEC-
IFICATIONS. THE CONTRACTOR SHALL REPORT TO THE PROZ3CT MANAGER ANY
FIELD VARIATIONS IN THE SOIL OR GROUNDWATER CrNTrTTIONS ENCOUNTERED
THAT WOULD REQUIRE ALTERATION OF THE MATERIAL AND/OR CONSTRUCTION
PtETTtODS
9.46 UNDER THIS OR OTHER SECTION OF THE CONTRACT.
9.18 -
9.88
9.310
'8.68
8.88
8.86
9.16
FR 1 F,NDLY I S
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DISPOSAL
SYSTEM ELEVATIONS