HomeMy WebLinkAbout115 Route 28 - Detail Sheet 1 for Site Plan 2SYSTEM
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CLEANOUT DETAIL:
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IN
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COMPAF NT
H-20 RATED FEMALE ADAPTOR & 2" THREADED PLUG
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FIRST FLOOR VARIES EL. 23.8-275±
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POURED CONCRETE DONUT
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1.5 CU.FT.±
26.5 BUILDING 1
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26
2.0"OSCH40 PVC
p
90' ELECTICAL CONDUIT SWEEP
CLEANOUT DETAIL:
CONNECTION FROM BUILDING WITH CLEANOUT
TO GRADE (TYP.)
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N
a
MANHOLE (
.),...
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VENT FOR EACH BANK OF LATERALS.
., PITCH BACK TO SAS AT
.005 FT./FT. MIN.
Q
Q
FIN
ISH ISH GRADE±
2
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OF SCH80 (GRAY) 4" PVC PIPE ^
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0
V)
SEE
PAVEMENT SECTION
24
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22
4 SCH4
AT 2%
.•.
y`
PVC AT 17;
8" SDR35 AT 0.69.
20
21.8±
--------------i
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SMH1
INV.
18
20.0
SMH3
•'
119.07 .INV.
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18.54
INV. 17.50
0o
INV. 17.94
M
16
16
SEWER LINE
S PTIC TANK
+
HORIZONTAL, =1 VETO
RTICAL
+
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a
+
14
`*
NOTE: SCHEMATIC SHOWN, SIMILAR CONFIGURATION BOTH SIDES
OPERATION POINT:
M AT 22.7' TDH
12
IROX. 3.0' >2.5' O.K.
NETWORK SYSTEM CURVE
WITH 4" TRANSPORT PIPE
DATE: 9/24/03 2 PM
DATE: 9/24/03 2 PM
CA E: 9/24/03 2 PM
140 ORIFICES
EVALUATOR: DANIEL A. OJALA PLS, SE
EVALUATOR: DANIEL A. OJALA PLS, SE
EVALUATOR: DANIEL A. OJALA PLS, SE
WITNESS: AMY VON HONE, RS (BOH)
WITNESS: AMI' VON HONE, RS (BOH)
WITNESS: AMY VON HONE, RS (BOH)
'..
EXCAVATOR: REID ELLIS, ELLIS BROS. CONST.
EXCAVATOR: REID ELLIS, ELLIS BROS. CONST.
E(CAVATOR: REID ELLIS,
ELLIS BROS. CONST.
DEPTH: ELEVATION:
DEPTH: ELEVATION:
DEPTH:
ELEVATION:
0" 21.9
0" 22.0
0"
24.5
10
ALS 10YR3/2
FILL
FILL -
6"
MYERS 3WHV 3.0 BHP
28" 19.6
24" 20.0
B
6.0" IMP. DIAMETER
B
B
LS IOYR6/8
LS 1OYR6/8
LS 10YR6/8
48" 17.9
60" 17.0
40"
21.2
0
0
BOTT.
o
PERC
AT 52"
24 GAL
C1 M/C SANTr FERO
C1 M/C SAN PERC
C1 M/C SAN
<9" AT 5:10
<2 MIN/IN.
10YR5/6 AT 78"
10YR5/6 AT 72"
1OYR5/6
24 GAL.
24 GAL.
15% GRAVEL <9" AT 4:35
15% GRAVEL <9" AT 4:50
15% GRAVEL
<2 MIN/IN.
<2 MIN/IN.
MANHOLE COVER SEE DETAIL
100
200 300 400
500
120" 1 11.9
144" 1 10.0
132" 1
1,;
MORTAR ACOMPONENTS
CAPACI I Y - GHM
SYSTEM CURVE WITH PUMP CURVE FOR MYERS 3WHV 3BHP 6.0" IMP. PUMP
03-244
NO GROUNDWATER FOUND NO GROUNDWATER FOUND
TEST HOLE LOGS
NO GROUNDWATER FOUND
/ 24' LD. PRECAST CONC. RISER AS REQ.
/ 4'0 PRECAST DONUT 1" OVER FIELD
�4" THICK 4000 PSI CONC. W/WH'F
ARELD
18"0OBSERVATIONHOLEIN LEACHIN
12" PERF. HDPE /
PUMP OUT WELL
TO SAND AT BOTTOM L.F.
INSPECTION PORT DETAIL
r,
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VALVE BOX
TO FINISH GRADE
7MEN
OVIDE
C.I. RING & COVER ARCOAL INSPECTION PORT SEE DETAIL
LEBARON LA0910 OR EQ. OVER - 4" GATE VALVE SAWCUT & MATCH PAVEMENT WHERE REQ. LTER ON VENTS
CLEANOUT TO GRADE
TYPICAL WHERE INDICATEC TYPICAL SEE PAVEMENT SECTION
AT ALL MAJOR BENDS & INTERSECTIONS VENT (CONNECT TO FIELD VENT) GATE VALVE
SAWCUi &MATCH PA WHERE REQ.
H-20 CAST IRON COVERS AND BOX
FIRST FLOOR VARIES EL. 23.8-27.51 5' MIN
FLOOR ELEV'S VARY / (5) GATE VALVES
SEE SITE PLAN WITH COVERS To GRADE1
r, cr SEE DETAILS i
... •IPVC AT 2%
8" SDR35 &
AT 0.6% &
2 CU
17.5
INV. 17.25
7.08
6"OSCH40 PVC
S=2% MIN.
1
9,000 GAL P/C
DUPLEX PUMPS
SEE DETAILS
21,000 GAL ST "-X `
REINF. CONC. PAD UNDER TUNNEL MOLD MECHANICAL COMPACTION & 6" STONE (TYP.) 310 CMR 15.228(1)
TANK TO MANL'F. SPECS. SEPTIC SYSTEIv
SHORING OF EXCAVATION
MAY BE REQUIRED. RESPONSIBILITY OF CONTRACTOR
TO MAINTAIN PUBLIC AND BUILDING SAFETY NOT TO SCALE
16.9±
ELEV. 17.0±
V.I.F.
00
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CLEANOUT DETAIL:
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COMPAF NT
H-20 RATED FEMALE ADAPTOR & 2" THREADED PLUG
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VALVE BOX TO SLEEVE TO ALLOW MOVEMENT
GRADE AT EA. END.
7.08
6"OSCH40 PVC
S=2% MIN.
1
9,000 GAL P/C
DUPLEX PUMPS
SEE DETAILS
21,000 GAL ST "-X `
REINF. CONC. PAD UNDER TUNNEL MOLD MECHANICAL COMPACTION & 6" STONE (TYP.) 310 CMR 15.228(1)
TANK TO MANL'F. SPECS. SEPTIC SYSTEIv
SHORING OF EXCAVATION
MAY BE REQUIRED. RESPONSIBILITY OF CONTRACTOR
TO MAINTAIN PUBLIC AND BUILDING SAFETY NOT TO SCALE
16.9±
ELEV. 17.0±
V.I.F.
00
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ARNE
H.
OJALA
CIVIL
30792
ISTf:%
PAVED AREA
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CLEANOUT DETAIL:
U
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LeBARON CAST IRON LA0910 SEE PAVEMENT SECTION
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H-20 RATED FEMALE ADAPTOR & 2" THREADED PLUG
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VALVE BOX TO SLEEVE TO ALLOW MOVEMENT
GRADE AT EA. END.
00
j
Q
POURED CONCRETE DONUT
I
1.5 CU.FT.±
Q
2.0"OSCH40 PVC
p
ARNE
H.
OJALA
CIVIL
30792
ISTf:%
PAVED AREA
CLEANOUT DETAIL:
LeBARON CAST IRON LA0910 SEE PAVEMENT SECTION
r
O
H-20 RATED FEMALE ADAPTOR & 2" THREADED PLUG
I
VALVE BOX TO SLEEVE TO ALLOW MOVEMENT
GRADE AT EA. END.
00
O
POURED CONCRETE DONUT
I
1.5 CU.FT.±
Q
2.0"OSCH40 PVC
p
90' ELECTICAL CONDUIT SWEEP
CLEANOUT DETAIL:
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N
a
p
u
VENT FOR EACH BANK OF LATERALS.
., PITCH BACK TO SAS AT
.005 FT./FT. MIN.
Q
Q
CONSTRUCT VERTICAL SECTION
Of
2
O
OF SCH80 (GRAY) 4" PVC PIPE ^
O
0
V)
ELEVATION VARIES: 23.5'± MAX. TO EL 25.0±'
PROPOSED
9.0±
\-INVERT OF LATERALS LEVEL AT EL. 21.67
BOTTOM OF REMOVAL TO ELEV. 17.0±. SEE LOGS, DEPTH MAY
VARY WITH THE ORIGINAL GROUND SURFACE ELEVATION.
ENGINEER In INSPECT Sn" REMOVAL
REPLACE WITH CLEAN MEDIUM SAND 310CMR 15.255 (3).
QUOTE ADDITIONAL MATERIAL AT COST PER CUBIC YARD IN CASE REQUIRED.
5' REMOVAL OF UNSUITABLE SOILS REQUIRED.
REMOVE TO THE BOTTOM OF THE B LAYER SHOWN
ON TEST HOLE LOGS. THE DEPTH OF FILL AND
UNSUITABLE MATERIAL MAY VARY, ENGINEER TO
INSPECT AND CERTIFY THE REMOVAL
QUOTE ADDITIONAL REMOVE/REPLACE AT COST
PER CUBIC YARD IN CASE REQUIRED.
LEACHING FIELD
PROVIDE INSECT SCREEN
DETAIL
EL 10 TH B 1
NO GROUNDWATER FOUND
INSPECTION SCHEDULE: INSTALLER TO COORDINATE
24 HR. NOTICE REQUIRED. INSPECTIONS
1. OWNERS ENGINEER TO MSPECf.UNSUrtA9LE SOIL REMOVAL PRIOR TO THE PLACEMENT OF THE CLEAN SAND FILL.
2. OWNERS ENGINEER TO INSPECT WHEN CLEAN FILL HAS BEEN BROUGHT IN. BOTTOM OF LEACHING FIELD ELEVATION
IS TO BE CERTIFIED PRIOR TO THE PLACEMENT OF THE DOUBLE WASHED STONE.
3. OWNERS ENGINEER TO INSPECT'.. THE DOUB�-E WASHED STONE TO ENSURE IT IS FREE OF DUST AND FINES.
4. ENGINEER TO INSPECT THE SHOP DRILLED ORIFICES TO ENSURE BURRS HAVE BEEN REMOVED FROM LATERALS.
5. ENGINEER TO INSPECT TANKS TO ENSURE WATERPROOF.
6. PROPER FUNCTIONING OF THE PUMPS, CON^nOLS AND ALARMS SHALL BE DEMONSTRATED BY CLEAN WATER
TESTING PRIOR TO BACKFILL1% THE SAS FIELD.
7. AN AS -BUILT PLAN WITH INVERT ELEVATION'S AND FIELD LOCATION IS TO BE PREPARED FOR THE TOWN BY THE
OWNERS ENGINEER.
8. ALL SITE WORK, INCLUDING CLEARING, GRUB_MG, GRAVEL BASE, PAVEMENT, DRAINAGE ETC. TO BE INSPECTED BY OWNERS ENGINEER.
9. ALL WATER WORK TO CONFORM TO YARVOUTH REGULATIONS AND SPECIFICATIONS- ALL WORK TO BE INSPECTED AND TESTED.
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SHEET 4 OF 7
03-244