HomeMy WebLinkAbout115 Route 28 - Detail Sheet 1 for Site PlanFEFIRSTARIES EL
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4'
CH4
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1-
SMH1
3.6-27 5±
CONNECTION FROM BUILDING WITH EANOUTTO GRADE (TYP.) MANHOLE .)
FINISH GRADE±
SEE PAVEMENT SECTION
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8' SDR35 AT 0.68
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13.07 INV. 18.54 INV. 17,50
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00 1' - 20'I HORIZONTAL, 1" = 2' VERTICAL -
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TH A
SYSTEM OPERATION POINT:
TH B
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26
10,600
COMPARTMENT
187 GPM AT 22.7' TDH
IDP APPROX. 3.0' >2.5' O.K.
NETWORK SYSTEM CURVE
DATE 9/24/03 2 PM
W/ GAS BAFFLE
DATE: 9/24/03 2 PM
24
WITH 4' TRANSPORT PIPE
140 ORIFICES
EVALUATOR: DANIEL A. OJALA PLS, SE
EVALUATOR: DANIEL A OJALA PLS. SE
22
WITNESS: AWY VON HONE, IRS (BOH)
WITNESS: AMY VON HONE, RS (BOH)
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ELLIS BROS. CONST,
EXCAVATOR: REID EWS,
40
EXCAVATOR: REID ELLIS,
ELLS BROS. CONST
DEPTH:
20
DEPTH:
ELEVATION:
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FEFIRSTARIES EL
G i
4'
CH4
AT 2z
1-
SMH1
3.6-27 5±
CONNECTION FROM BUILDING WITH EANOUTTO GRADE (TYP.) MANHOLE .)
FINISH GRADE±
SEE PAVEMENT SECTION
I
8' SDR35 AT 0.68
PVC A7 18
LL' n
SMH3
13.07 INV. 18.54 INV. 17,50
.
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0
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SEWER LINE UNIT 1 TO S PK TANK
00 1' - 20'I HORIZONTAL, 1" = 2' VERTICAL -
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12
TH A
SYSTEM OPERATION POINT:
TH B
LE
HEM
TH C
10,600
COMPARTMENT
187 GPM AT 22.7' TDH
IDP APPROX. 3.0' >2.5' O.K.
NETWORK SYSTEM CURVE
DATE 9/24/03 2 PM
W/ GAS BAFFLE
DATE: 9/24/03 2 PM
WITH 4' TRANSPORT PIPE
140 ORIFICES
EVALUATOR: DANIEL A. OJALA PLS, SE
EVALUATOR: DANIEL A OJALA PLS. SE
WITNESS: AMY VON HONE, RS (BOH)
WITNESS: AWY VON HONE, IRS (BOH)
WITNESS: AMY VON HONE, RS (BOH)
EXCAVATOR: REID ELLIS,
ELLIS BROS. CONST,
EXCAVATOR: REID EWS,
40
EXCAVATOR: REID ELLIS,
ELLS BROS. CONST
DEPTH:
ELEVATION:
DEPTH:
ELEVATION:
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ELEVATION:
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AT ALL MAJOR BENDS & INTERSECTIONS
H-20 CAST IRON CO
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MANHOLE COVER SEE DETAIL
120' 11.9 144' 10.0 132' 13.5 MORTAR ALL COMPONENTS (TYP.)
NO GROUNDWATER FOUND NO GROUNDWATER FOUND NO GROUNDWATET, FOUND / 24" I.D. PRECAST CONC. RISE AS REQ.
4'0 PRECAST DONUT 1' OVER FIELD
- 4" THICK 4000 PSI CONC. W/WWF
TEST HOLE LOGS � ,B"0 OBSERVATION HOLE IN CTR.
LEACHING FIELD
VENT (CONNECT TO FIELD %vm
TYPICAL
GATE VALVE
AND BOX
12" PERF. HDPE /
PUMP OUT WELL
TO SAND AT BOTTOM LF.
INSPECTION PORT DETAIL
C.I. VALVE BOX -
TO FINISH GRADE PROVIDE
CHARCOAL INSPECTION PORT SEE DETAIL
SAWCUT & MATCH PAVEMENT WHERE REQ. FILTER ON VENTS
SEE PAVEMENT SECTION
SAWCUT & MATCH DAI E MENT WHERE RE
PAVED AREA
CLEANOUT DETAIL,
SEE PAVEMENT SECTION
LeBARON CAST IRON LA0910
H-20 RATED FEMALE ADAPTOR & 2" THREADED
VALVE BOX TO SLEEVE TO ALLOW MOVEMENT
GRADE AT EA. END.
POURED CONCRETE DONUT
1.5 CU.FT.±
20.OSCH40 PVC
90' ELECTICAL CONDUIT SWEEP
CLEANOUT DETAIL:
VENT FOR EACH BANK OF LATERALS.
PITCH BACK TO SAS AT
.005 FT./FT. MIN.
CONSTRUCT VERTICAL SECTION
OF SCH80 (GRAY) 4" PVC PIPE
PROVIDE INSECT SCREEN.
Q.
(5) GATE VALVES �-5-MIN ^{ MATCH IXISTING GRADES OVER NEW LEACHING
SEE DERVS TO GRADE1 I I - ELE.VATION VARIES: 23.5'1 MAX. TO EL. 25.0±' TOP PEASTONE EL 22.0 ` CLEANOUT SEE DETAIL (TYP)
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COMPARTMENT
DATE: 9/24/03 2 PM
DATE 9/24/03 2 PM
W/ GAS BAFFLE
DATE: 9/24/03 2 PM
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: AWY VON HONE, IRS (BOH)
WITNESS: AMY VON HONE, RS (BOH)
EXCAVATOR: REID ELLIS,
ELLIS BROS. CONST,
EXCAVATOR: REID EWS,
ELLIS BROS. CONST.
EXCAVATOR: REID ELLIS,
ELLS BROS. CONST
DEPTH:
ELEVATION:
DEPTH:
ELEVATION:
DEPTH:
ELEVATION:
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MANHOLE COVER SEE DETAIL
120' 11.9 144' 10.0 132' 13.5 MORTAR ALL COMPONENTS (TYP.)
NO GROUNDWATER FOUND NO GROUNDWATER FOUND NO GROUNDWATET, FOUND / 24" I.D. PRECAST CONC. RISE AS REQ.
4'0 PRECAST DONUT 1' OVER FIELD
- 4" THICK 4000 PSI CONC. W/WWF
TEST HOLE LOGS � ,B"0 OBSERVATION HOLE IN CTR.
LEACHING FIELD
VENT (CONNECT TO FIELD %vm
TYPICAL
GATE VALVE
AND BOX
12" PERF. HDPE /
PUMP OUT WELL
TO SAND AT BOTTOM LF.
INSPECTION PORT DETAIL
C.I. VALVE BOX -
TO FINISH GRADE PROVIDE
CHARCOAL INSPECTION PORT SEE DETAIL
SAWCUT & MATCH PAVEMENT WHERE REQ. FILTER ON VENTS
SEE PAVEMENT SECTION
SAWCUT & MATCH DAI E MENT WHERE RE
PAVED AREA
CLEANOUT DETAIL,
SEE PAVEMENT SECTION
LeBARON CAST IRON LA0910
H-20 RATED FEMALE ADAPTOR & 2" THREADED
VALVE BOX TO SLEEVE TO ALLOW MOVEMENT
GRADE AT EA. END.
POURED CONCRETE DONUT
1.5 CU.FT.±
20.OSCH40 PVC
90' ELECTICAL CONDUIT SWEEP
CLEANOUT DETAIL:
VENT FOR EACH BANK OF LATERALS.
PITCH BACK TO SAS AT
.005 FT./FT. MIN.
CONSTRUCT VERTICAL SECTION
OF SCH80 (GRAY) 4" PVC PIPE
PROVIDE INSECT SCREEN.
Q.
(5) GATE VALVES �-5-MIN ^{ MATCH IXISTING GRADES OVER NEW LEACHING
SEE DERVS TO GRADE1 I I - ELE.VATION VARIES: 23.5'1 MAX. TO EL. 25.0±' TOP PEASTONE EL 22.0 ` CLEANOUT SEE DETAIL (TYP)
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17.08 16.92
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DUPLEX PUMPS E>
SEE DETAILS
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16,000 GAL ST
REINF. CONC. PAD UNDER TUNNEL MOLD MECHANICAL COMPACTION &-6" STONE (TYP.) 310 CMR 15.228(1)
TANK TO MANUF. SPECS. SEPTIC SYSTEIIAA
SHORING OF EXCAVATION
MAY BE REQUIRED. RESPONSIBILITY OF CONTRACTOR
TO MAINTAIN PUBLIC AND BUILDING SAFETY NOT TO SCALE
�G BOTTOM STONE EL 20.9 PROPOSED U
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ELEV. 17.0± o
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16.9 19.0±
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INVERT OF LATERALS LEVEL AT EL 21.67 NO GROUNDWATER FOUND
BOTTOM OF REMOVAL TO ELEV. 17.0±. SEE LOGS, DEPTH MAY
VARY WITH THE ORIGINAL GROUND SURFACE ELEVATION.
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
RIFT NSPECTBANDMATERIAL
IFY THE REMOVAL
ENGINEER
TO
.QUOTE ADDITIONAL REMOVE/REPLACE AT COST
PER CUBIC YARD IN CASE REQUIRED.
TO COORDINATE
INSPECTION SCHEDULE: 24H R ENOTIICE REQUIRED. INSPECTIONS
1. OWNERS ENGINEER TO INSPECT UNSUITABLE 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 DOUBLE 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, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY CLEAN WATER
TESTING PRIOR TO BACKFILLING THE SAS FIELD.
7. AN AS -BUILT PLAN WITH INVERT ELEVATIONS AND FIELD LOCATION IS TO BE PREPARED FOR THE TOWN BY THE
OWNERS ENGINEER.
8. ALL SITE WORK, INCLUDING CLEARING, GRUBBING, GRAVEL BASE, PAVEMENT, DRAINAGE ETC. TO BE INSPECTED BY OWNERS ENGINEER.
9. ALL WATER WORK TO CONFORM TO YARMOUTH REGULATIONS AND SPECIFICATIONS- ALL WORK TO BE INSPECTED AND TESTED.
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