83-1581 - Sewage Disposal & Drainage Plan002STRUCTURE
RIM
INV. IN
INV. OUT
CB j1
10.75
- 95% COMPACTED FILL
8.25
CB #2
10.75
7.95
7.85
. UNITS TO BE COVERED
DAZE
- PENSION
:•;•STONE;;•::'
CB #3
10.70
7.70
7.60
� •' INTERFACE PRIOR TO BACKFILL
PROJECT NO. C13376.00
SCALE AS NOTED
; ............:..:..:........':.'.6".
DMH A
AT GRADE
j 7.35 (BOTH)
j 7.25
8' MIN. T-
RISER SECTION
(OPTIONAL) y
BASE SECTION
2iARGE
DW
a
F0_C_
� (TYP)
'B'
- 24' SQUARE CAST RON FRAME h DATE
64 OPENINGS 0 2-1/4' SQUARE
'A'
LLf]iII41CIU
BUTYL JOINT SEALANT TOTAL WIDTH
OF WALL AND PIPE OPENINGS (TYP)
SEE NOTE 2
GENERAL NOTES:
1. ALL REINFORCING STEEL MUST CONFORM TO THE LATEST ASTM A185 AND/OR A615 GRADE 60.
SEE TABLE 1 FOR STEEL REINFORCEMENT REQUIREMENT.
2. STEEL REINFORCEMENT FOR BASE. SECTION BOTTOM SHALL BE A MIN. OF 0.12 SQ. IN/LINEAL FT. (BOTH WAYS)
3. CATCH BASIN SPECS. CONFORM TO THE LATEST ASTM C478 SPEC. FOR 'PRECAST REINFORCED CONCRETE
MANHOLE SECTIONS".
4. MORTAR SHALL CONFORM TO SECTION M4.02.15 OF THE MASSACHUSETTS D.P.W. STANDARD SPECS.
FOR HIGHWAYS AND BRIDGES
5, STEPS SHALL BE MA INDUSTRIES TYPE, STEEL REINFORCED COPOLYMER POLYPROPYLENE PLASTIC.
6. ONE POUR MONOLITHIC BASE SECTION.
7. ANY NECESSARY AWUSTMENTS DARING CONSTRUCTION WILL BE DONE BY SAW -CUTTING AND/OR CORING ONLY.
NO JACKHAMMERS, HAMMERS, CHISELS OR PNEUMATIC TOOLS WILL BE ALLOWED.
8. RED CLAY BRICK SHALL CONFORM WITH SECTION M4.05.2 CLAY BRICK OF MASSACHUSETTS D.P.W. STANDARD
SPECS. FOR HIGHWAY AND BRIDGES.
PRECAST CONCRETE CATCH BASIN & DRAIN MANHOLE
(NOT TO SCALE)
PUMP SPECIFICATIONS
1. PUMPS TO BE HOMA AM434/1-160/5A SUBMERSIBLE SEWAGE PUMPS, 3.7 HP SINGLE PHASE, 230 VOLTS PUMP RATE = 50
0 12,9' TDH PROPOSED DOSE = 1DOOf GALLONS. (INCLUDES ALLOWANCE FOR PIPE VOLUMES)
2. CONTROLS ARE TO BE FOR A DUPLEX ALTERNATING PUMP SYSTEM.
3. FORCE MAINS TO BE 6" DIA. SCHEDULE 40 PVC PRESSURE PIPE WITH A MIN. OF 3' OF COVER. 1.5 C.F. POURED CONCRETE
THRUST BLOCKS ARE TO BE PROVIDED AT FORCE MAIN ANGLE POINTS. FORCE MAINS SHALL DRAIN TO PUMP CHAMBER.
4. A SEPARATE CIRCUIT HIGH WATER ALARM SHALL BE INSTALLED WITH THE PUMP CONTROLS.
5. EACH PUMP SHALL BE ON A SEPARATE CIRCUIT
6. A COMPATABLE STAINLESS STEEL RAIL PUMP UFT OUT SYSTEM WITH CHECK VALVE SHALL BE INSTALLED FOR EACH PUMP.
7. ALL PUMP INSTALLATION HARDWARE, INCLUDING RAILS, SHALL BE STAINLESS STEEL
B. AN ELECTRICAL PERMIT WILL BE REQUIRED FOR PUMP INSTALLATION,
9. PUMP INSTALLER TO INSURE ENOUGH ROOM IS PROVIDED AT THE NORTH END OF PUMP CHAMBER FOR FUTURE INSTALLATION
OF TWO (2) HOMA 434-160/4.3N PUMPS.
THREE (3) 40.31 X 5.33W
DRAINAGE RECHARGE TRENCHES
6" DIA HDPE PIPE
ALL
7.25
ALL
5.20
DEPTH TO
GROUNDWATER
ESTIMATED MAX. HIGH
GROUNDWATER EL= 3.4
SIDE VIEW
40.3'
NOTES: PIPES SHALL BE SECURELY
SUPPORTED IN VAULT
BUTTERFLY VALVE SHALL BE SUITABLE FOR THROTTLING
VALVE VAULT DETAILS
(NO SCALE) (H-20)
FINISHED PAVEMENT
15"
- 95% COMPACTED FILL
"'•CRUSHED•'.' :
. UNITS TO BE COVERED
DAZE
- PENSION
:•;•STONE;;•::'
W/CULTEC #410 FABRIC
25' ;'
� •' INTERFACE PRIOR TO BACKFILL
PROJECT NO. C13376.00
SCALE AS NOTED
; ............:..:..:........':.'.6".
PROJECT
OCEAN CLUB HOMEOWNERS ASSOCIA 110N
329 SOUTH SHORE DRIVE ASSR. MAP 26 PCL 117 SOUTH YARMOUTH , MA
MW Fry
SMR
•BASE ..
COASTAL ENGINEERING
COMPANY, INC.
PROFESSIONAL ENGINEERS & LAND SURVEYORS
260 CRANBERRY HIGHWAY
ORLEANS, MASS. 02653
(508) 255-6511
.:.:....
52"
12"
STONE
NOTE: CULTEC - MODEL RECHARGER
(TYP•)
I (TYp•)
40OHD UNITS SHALL BE INSTALLED
IN STRICT COMPLIANCE WITH MFG
END VIEW
WRITTEN SPECIFICATIONS.
CHAMBERS
ARE TO BE LAID LEVEL
THREE (3) 40.31 X 5.33W
DRAINAGE RECHARGE TRENCHES
6" DIA HDPE PIPE
ALL
7.25
ALL
5.20
DEPTH TO
GROUNDWATER
ESTIMATED MAX. HIGH
GROUNDWATER EL= 3.4
SIDE VIEW
40.3'
NOTES: PIPES SHALL BE SECURELY
SUPPORTED IN VAULT
BUTTERFLY VALVE SHALL BE SUITABLE FOR THROTTLING
VALVE VAULT DETAILS
(NO SCALE) (H-20)
NO.
DAZE
- PENSION
BY -
SHEET nne
SEWAGE DISPOSAL SYSTEM & DRAINAGE DETAILS
(TOR 14 UNIT PORTION OF EXISTING MOTEL)
PROJECT NO. C13376.00
SCALE AS NOTED
D I WE -
1/16/02
PROJECT
OCEAN CLUB HOMEOWNERS ASSOCIA 110N
329 SOUTH SHORE DRIVE ASSR. MAP 26 PCL 117 SOUTH YARMOUTH , MA
MW Fry
SMR
DRAWING NO.
C13376SS.dwg'
COASTAL ENGINEERING
COMPANY, INC.
PROFESSIONAL ENGINEERS & LAND SURVEYORS
260 CRANBERRY HIGHWAY
ORLEANS, MASS. 02653
(508) 255-6511
SS -2