HomeMy WebLinkAbout27 Commercial Street - Grading & Utilities Site Plan3' PEAS ONE OVER PIPE
SYSTEM PROFILE 3" MINI PEASTONE 000 75"-i.5" DOUBLE
EXISTING SEPTIC SYSTEMS. AND MIRAFI 140N5 0°00° o00o WASHED STONE
FABRIC OVER STONE °
TOP FNDN. AT EL. .711' (NOT TO SCALE) °°°0000
°°°
ACCESS COVER TO WITHIN 6" OF FIN. GRADE &DOWN SIDES OF TRENCH 3 0000 0 °° °0
ACCESS COVER TO WITHIN 3" OF FIN. GRADE°° °° °°
THE TWO EXISTING BUILDINGS WILL HAVE NO CHANGE OF °°°
Zp"(o ACCESS COVER (WATERTIGHT) TO ° °°00
°° °°
M.
° °
USE. THE EXISTING SEPTIC SYSTEMS WILL REMAIN. tf.g / - °oo°°°
WITHIN 6" OF FIN. GRADE H-20 RATED F&C
2$,Q' MINIMUM .75' OF COVER OVER PRECAST 2R SLOPE REQUIRED OVER SYSTEM 2o•y I 3' LeBARON L8268-3 H-20 OR EQUAL
MANHOLE FRAME AND COVERS
2" DOUBLE WASHED PEASTONE LABELED "DRAIN"
SYSTEM DESIGN. ` RUN PIPE LEVEL OR GEOTEXTILE FABRIC TRENCH CROSS SECTION A -A DRILL (2) 1"0 HOLES IN COVER
�k�FOR FIRST 2' N15
��1500 GAL H-20 3 MAX.
DUAL COMP. ADJUSTING BLOCKS/H-20 RISER
GARBAGE DISPOSER IS NOT ALLOWED SEPTIC TANK Maly, MORTAR ALL COMPONENTS
�ha`i-10
C1'9 (n
P.)
4' LIQ. LEVEL
(ACME OR EQUAL) GAS
500 GAL BAFFLE ;1(o fo" 16 $Z D O D O O O O D O
DESIGN FLOW: WAREHOUSE - NO CAFETERIA 1000 GAL �$ MIRAFl t4oN ,
c :16 y O 0 0 0 O Q O 0 c 3' PEASTONE OVER PIPE FABRIC OVER TOP STRUCTURES 2' ABOVE INVERTS LISTED ,
15 GPD/PERSON X 29 PEOPLE= 435 GPD A (TYP.) ANo OowN sloes
_k5% SLOPE) �6" CRUSHED STONE OR MECHANICAL s�� O O O O o o a a o
USE A 440 GPD DESIGN FLOWCOMPACTION. (15.221 [21) 0088 2' D O O O ED O O O 14•`i'
4'
-------------
=%
DEPTH OF FLOW a ( 1 g, SLOPE) (� z SLOPE)
SEPTIC TANK: 440 GPD (2) = 880 GAL. 3/4" TO 1 1/2" DOUBLE WASHED STONE ° °° ° ° °° °° °°°°°°°° °°°°°°°
TEE SIZES: °oo°° °o° ° ° ° ° °°°°°° °°°° 6'-8 X 60
°0. 000000�o°o °i;°o°o°o� ao 3" MIN. PEASTONE
INLET DEPTH = �- 0 0°0°0°0°0° H-20 I
USE A 1500 GAL. DUAL COMPARTMENT SEPTIC TANK °°°°°° AND MIVAFI TONE
° A 0000000 0 1000 GAL. fO FABRIC OVER STONE
n
OUTLET DEPTH 14 12"0 SLOTTED H-20 �a�o�000� LE/CHPIT &DOWN SIDES OF PITS
LEACHING: LEACHING og000°° SHOREY OR EQUAL
CORRUGATED HDPE PIPE o °°°0000 '-'%"="'-"%
SIDES: 2 (10 00 + 40.00) 2 (.74) = 148 GPD FOUNDATION- lex - SEPTIC TANK 25 D' BOX 12' S�t_ ADS N-12 OR EQUAL °°°
FACILITY °°
BOTTOM 10 00 x 40 00 (.74) = 296 GPD 0g°o°ea-a
°°°°°°°°°°°°°°°o °°°°o o °°°°°°°°o°°°°°o
PROPOSED
3/4" - 1 1/2" l 1000 GALLON PRECAST
TOTAL: 400 S.F. 444 GPD 1 `�` � � / 3'X3' LEACHING TRENCH DOUBLE WASHED STONE � H-20 CATCH BASIN
BOTTOM TH 3 EL. °1.0' BETWEEN STRUCTURES WHERE SHOWN 4' MIN. AROUND PIT 6'0X6'-8" SHOREY SOLID
USE (4) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) 1 \ SEE TRENCH CROSS SECTION BASIN H-20 OR EQUAL
=
WITH 2.59 STONE ALONG SIDES & 3 AT BOTH ENDS. 1 tik \ A ELEV. ELEV. ELEV.
_ �' _ 3 DRAINA
MA I p" 1 21.0' p" 21.0' p" 20_0
APPROVED DATE BOARD OF HEALTH �i+a °yam FILL/A A
LS FILL LS
1OYR 3/3 9 1OYR 3/3
7" A 11"
B LS B
LS 1OYR 3/3 LS
/ / O - 17" 5 Q 8S PROPOSED 1 OYR 5/8 19.6' 14 „ 17'9
10YR 5/8 ,
LIGHT POLE B 25
/ ati S 00 �,, R 9 5� (n'PJ LS
NOT TO SCALE
C 24" 10YR 5/8 19.0' C TEST HOLE LOGS
PERC PERC
/ e~
BS1EE ENGINEER: DAVID FLAHERTY, R.S., SE2755
\\\ 'off M5 C MS WITNESS: AMY VON HONE, R.S.41 C.H.O.
20 1 / \\ 3�- DATE* NOVEMBER 21, 2007
mU \ X?'OS \\���2
o `
(LP' \ 0.0 28 \ ``
EXISTING 9
O 9.9 SAS \ 14 5\\�``\�
10 �O
= 1s
i1
16
�� 12 7
EXISTING \ 0 A
SEPTIC TANK \ 17
EXISTING %' X61
CONIC. PAD
� Vii' is p99
METAL BUILDING kq<F $0
1,847 SF a'
METAL BUILDING ��� ,L> � -�O
1,892 SF
G EXISTING
SLAB=20.1 CONC. PAD
s ;
d \ ELEC.
CONDUIT FOR
t a \ALARM & LEAK --�
DETECTION
s �
O
•00 \ d+
Ad
\Lo.. s
LEGEND
100.0 PROPOSED SPOT ELEVATION \
100x0 EXISTING SPOT ELEVATION f s
100 PROPOSED CONTOUR \ \
- 100 - EXISTING CONTOUR
5
BENCH MARK - HYDRANT ON TAG a
BOLT #1075 ELEVATION = 22.8
DCE #07-293
/ 19
INV.:
INTERIOR
DRAINAGE `'o
ALARM
PANELS
FOR TIGHT
TANK
2' VENT W/ P.T. B"XB" BOLLARD
(OR OPTIONAL VENTILATION THROUGH ROOF)
PROPOSED 500 GAL. DOUBLE WALLED
FLOOR DRAIN TIGHT TANK W/ LEAK
DETECTION ACME/FRALO OR APPROVED
EQUAL
f
fps
0
20 0.
f
h
e �
.Tso
s
o /
c, • VEN 'O /
ry� /
O
O / (4) 500 GAL. CHAMBER
00 / W/ DOUBLE WASHED
/ O o 60•/ STONE 3. ON ENDS &
2.59' ALONG SIDES
500 GAL H-20
/x20.75 DUAL COMPARTMENT
SEPTIC TANK y�
20.7 600 GAL
'
0.46 SOLID BASIN
/
600 GAL PIT
/I? W/ 2' STONE 64
boa �
2.5Y 7/4 MS 2.5Y 7/4 < 2 MIN/INCH
PERC. RATE _
2.5Y 7/4 I I
120" 11_0' 132" 10_0' 132" 9.0' CLASS SOILS P#
NO GROUNDWATER ENCOUNTERED 30" & 24" C st Iron Covers
7'
T
2" Vent boot
ALL AROUND Qj r 6.•'�
PROPOSED WATER vel'
METER PIT DATE DANIEL A. OJALA, P.L.S., P.E.
"
" inlet boot
Note. a I
bolted & gasketed covers required for tight tank.
rvert in 4.0't below finished grade
Conduit boot(s)
for (2) 3/4" conduits ISOMETRIC VIEW
30" & 24" Cast Iron Covers
_ bolted & gasketed covers required for tight tank.
PLAN VIEW 30" & 24" Cast Iron Covers
bolted & gasketed covers required for tight ank.
Risers as required (not to scale)
Plastic risers & cover
to within 12" finish grade
oil
4. 2'-6"
6"
4, 6„
4'41 ,.
FILTER FABRIC BETWEEN FRAME & GRATE
UNTIL SITE STABILIZED rH-20
INISHED GROUND SURFACE
/6" LOAM & SEED UNLESS NOTED
R & BRICK LEVELING
SURROUNDED BY POURED IN PLACE
COLLAR
RAPPIPE
TO BE PLACED IN 6" LIFTS
AND COMPACTED TO 95% MODIFIED
PROCTOR DENSITY BY 10 TON MIN.
VIBRATORY ROLLER.ENGINEER TO INSPECT
ALL SITE WORK. CLEAN SAND FILL ONLY.
SECTIONAL PLATE
OR SOLID BOTTOM
NOTES
1. DATUM IS APPROXIMATE NGVD
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO
H- 20
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
MASS. ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION
OBTAINED FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION
OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO
COMMENCEMENT OF WORK.
11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
GRADING & UTILITIES
SITE PLAN
IN
SOUTH YARMOUTH, MA
AT
27 COMMERCIAL STREET
PREPARED FOR
Internal Fralo Internal Fralo PLATINUM AUTO SERVICE,
500 gallon tank 500 gallon tank 3' V
PROFILE VIEW (ACME PRECAST SYSTEM OR APPROVED EQUAL) PROFILE VIEW
CONCRETE MINIMUM STRENGTH: 5,000 p.s.if AT 28 DAYS
RTF -FL REINFORCEMENT: ASTM -A=615-68, GRADE 60
"V
NOTES:
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS 6. COORDINATE DOWNSPOUT LOCATIONS AND CONNECTIONS WITH ARCH. DWGS.
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING 7, ALL SEPTIC PIPING 4"0 SCH-40 PVC UNLESS NOTED.
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR 8. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS g, ALL STORMWATER RUNOFF TO BE RETAINED ON SITE.
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGS.
AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD 10. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS.
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT.
ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. 11. ALL LIGHTING SHALL CONFORM TO ZONING ORDINANCE.
AND YARMOUTH HEALTH REGULATIONS.
12. CONTRACTOR TO PROVIDE FILTER FABRIC BETWEEN FRAME &GRATES
3. VERTICAL DATUM IS NGVD ASSUMED FROM QUAD. MUNICIPAL WATER IS AVAILABLE. AND SILT FENCE AROUND PERIMETER OF WORK AREA UNTIL SITE STABILIZED.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H20 UNLESS NOTED. _
5. THIS PLAN IS FOR PROPOSED
WORK
ONLY AND IS NOT TO
BE USED FOR PROPERTY
INC.
DATE: 6-13-08
PERMIT SET - NOT FOR CONSTRUCTION
Scale: 1"= 20'
0 10 20 3C 40 50 FEET
off 508-362-4541
fox 508 362-9880
down cape en gin e erin g, in c.
CIVIL ENGINEERS
LAND SURVEYORS
939 Main Street - YARMOUTHPORT, MASS.
SHEET 3 OF 3
07-293 PLATINUM.DWG
Gopl,
25
1�05� 2�
O
\
�S
\
P'23
EXIS G
CONIC. PAD
22
9 >,o
EXISTING C
SAS
2t
26
EXISTING \ G
SEPTIC TANK \
zo
27
\
28
PLATINUM
AUTO SERVICE,
���9•
INC.
mU \ X?'OS \\���2
o `
(LP' \ 0.0 28 \ ``
EXISTING 9
O 9.9 SAS \ 14 5\\�``\�
10 �O
= 1s
i1
16
�� 12 7
EXISTING \ 0 A
SEPTIC TANK \ 17
EXISTING %' X61
CONIC. PAD
� Vii' is p99
METAL BUILDING kq<F $0
1,847 SF a'
METAL BUILDING ��� ,L> � -�O
1,892 SF
G EXISTING
SLAB=20.1 CONC. PAD
s ;
d \ ELEC.
CONDUIT FOR
t a \ALARM & LEAK --�
DETECTION
s �
O
•00 \ d+
Ad
\Lo.. s
LEGEND
100.0 PROPOSED SPOT ELEVATION \
100x0 EXISTING SPOT ELEVATION f s
100 PROPOSED CONTOUR \ \
- 100 - EXISTING CONTOUR
5
BENCH MARK - HYDRANT ON TAG a
BOLT #1075 ELEVATION = 22.8
DCE #07-293
/ 19
INV.:
INTERIOR
DRAINAGE `'o
ALARM
PANELS
FOR TIGHT
TANK
2' VENT W/ P.T. B"XB" BOLLARD
(OR OPTIONAL VENTILATION THROUGH ROOF)
PROPOSED 500 GAL. DOUBLE WALLED
FLOOR DRAIN TIGHT TANK W/ LEAK
DETECTION ACME/FRALO OR APPROVED
EQUAL
f
fps
0
20 0.
f
h
e �
.Tso
s
o /
c, • VEN 'O /
ry� /
O
O / (4) 500 GAL. CHAMBER
00 / W/ DOUBLE WASHED
/ O o 60•/ STONE 3. ON ENDS &
2.59' ALONG SIDES
500 GAL H-20
/x20.75 DUAL COMPARTMENT
SEPTIC TANK y�
20.7 600 GAL
'
0.46 SOLID BASIN
/
600 GAL PIT
/I? W/ 2' STONE 64
boa �
2.5Y 7/4 MS 2.5Y 7/4 < 2 MIN/INCH
PERC. RATE _
2.5Y 7/4 I I
120" 11_0' 132" 10_0' 132" 9.0' CLASS SOILS P#
NO GROUNDWATER ENCOUNTERED 30" & 24" C st Iron Covers
7'
T
2" Vent boot
ALL AROUND Qj r 6.•'�
PROPOSED WATER vel'
METER PIT DATE DANIEL A. OJALA, P.L.S., P.E.
"
" inlet boot
Note. a I
bolted & gasketed covers required for tight tank.
rvert in 4.0't below finished grade
Conduit boot(s)
for (2) 3/4" conduits ISOMETRIC VIEW
30" & 24" Cast Iron Covers
_ bolted & gasketed covers required for tight tank.
PLAN VIEW 30" & 24" Cast Iron Covers
bolted & gasketed covers required for tight ank.
Risers as required (not to scale)
Plastic risers & cover
to within 12" finish grade
oil
4. 2'-6"
6"
4, 6„
4'41 ,.
FILTER FABRIC BETWEEN FRAME & GRATE
UNTIL SITE STABILIZED rH-20
INISHED GROUND SURFACE
/6" LOAM & SEED UNLESS NOTED
R & BRICK LEVELING
SURROUNDED BY POURED IN PLACE
COLLAR
RAPPIPE
TO BE PLACED IN 6" LIFTS
AND COMPACTED TO 95% MODIFIED
PROCTOR DENSITY BY 10 TON MIN.
VIBRATORY ROLLER.ENGINEER TO INSPECT
ALL SITE WORK. CLEAN SAND FILL ONLY.
SECTIONAL PLATE
OR SOLID BOTTOM
NOTES
1. DATUM IS APPROXIMATE NGVD
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO
H- 20
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
MASS. ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION
OBTAINED FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION
OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO
COMMENCEMENT OF WORK.
11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
GRADING & UTILITIES
SITE PLAN
IN
SOUTH YARMOUTH, MA
AT
27 COMMERCIAL STREET
PREPARED FOR
Internal Fralo Internal Fralo PLATINUM AUTO SERVICE,
500 gallon tank 500 gallon tank 3' V
PROFILE VIEW (ACME PRECAST SYSTEM OR APPROVED EQUAL) PROFILE VIEW
CONCRETE MINIMUM STRENGTH: 5,000 p.s.if AT 28 DAYS
RTF -FL REINFORCEMENT: ASTM -A=615-68, GRADE 60
"V
NOTES:
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS 6. COORDINATE DOWNSPOUT LOCATIONS AND CONNECTIONS WITH ARCH. DWGS.
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING 7, ALL SEPTIC PIPING 4"0 SCH-40 PVC UNLESS NOTED.
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR 8. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS g, ALL STORMWATER RUNOFF TO BE RETAINED ON SITE.
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGS.
AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD 10. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS.
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT.
ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. 11. ALL LIGHTING SHALL CONFORM TO ZONING ORDINANCE.
AND YARMOUTH HEALTH REGULATIONS.
12. CONTRACTOR TO PROVIDE FILTER FABRIC BETWEEN FRAME &GRATES
3. VERTICAL DATUM IS NGVD ASSUMED FROM QUAD. MUNICIPAL WATER IS AVAILABLE. AND SILT FENCE AROUND PERIMETER OF WORK AREA UNTIL SITE STABILIZED.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H20 UNLESS NOTED. _
5. THIS PLAN IS FOR PROPOSED
WORK
ONLY AND IS NOT TO
BE USED FOR PROPERTY
INC.
DATE: 6-13-08
PERMIT SET - NOT FOR CONSTRUCTION
Scale: 1"= 20'
0 10 20 3C 40 50 FEET
off 508-362-4541
fox 508 362-9880
down cape en gin e erin g, in c.
CIVIL ENGINEERS
LAND SURVEYORS
939 Main Street - YARMOUTHPORT, MASS.
SHEET 3 OF 3
07-293 PLATINUM.DWG