HomeMy WebLinkAbout803 Route 28 - Site Plan of Land 3R , IA"
3
4 1/2"
FOURTH FLANGE AT BASINS
WITHOUT CURB INLET
DATE: 8/10/05
LOCATION: TP -1 EXCAVATOR: REID ELLIS
B.O.H. AGENT: AMY VON HONE R.S.
\ ENGINEER: DAN OJALA PLS, EIT
ELEV. DEPTH
20.00 0.0
\ A L.S.
3/2
�\ ? Benchmark 19.67 4„
•`� �.,. '\ Nail Set In Pavement
`\\ o Elev. = 21.39 (Assumed)
B- LOAMY MED. SAND
2.5Y 6/6
it \\ 16.67 40"
\ V
+ \ 6
\� PERC 2 MIN.&
\ % PROPOSED BOTT. AT 48
\
b\ 1 i� WATER METER PIT C2- MED. SAND
1 'J GOC \\\ 1 PRIVATE SERVICES 2.5Y 6/6 ADJ. GROUNDWATER EL. 11.9
Q.\Ro onite .\ \ \ l \ M AFTER PIT
GROUNDWATER EL.10.1 (9.9')
\ I
0�� i EL. 9.5 126"
M��^yj
gh� \ `V `•�\ 11 � � BOTTOM
c
® tote 7 ��\�� S t ---- \1 \ \ 6"�SGH40PVC AT 17 USGS HIGH GROUNDWATER EST.
�5 / ( o x - FROM ROOF DRAINS (TYP.) INDICATOR WELL: MIW29
ZONE: ZONE A
4 1/2"
SECTION A -A
MINIMUM FRAME WEIGHT: 3 -FLANGE - 265 LBS.
4 -FLANGE - 295 LBS.
MINIMUM GRATE WEIGHT: 215 LBS.
PASS AREA: 255 SQ. IN.
FRAME AND GRATE
f" I•- O„
LEACHING FIELD
12- PERF. HDPE /
PUMP OUT WELL
TO SAND AT BOTTOM L.F
NOT TO SCALE
LEGEND
24 1/4
EXISTING CONTOUR
+99.92
I
I
I
N
I
I
-[991-
PROPOSED CONTOUR
r
PROPOSED SPOT EL.
l
❑o❑D❑o❑a❑o❑
Oo0o0o000O
❑o❑o❑o❑a❑o❑
ED
❑o❑o❑E�jo❑o❑o❑
❑o❑o❑o❑o❑o❑
p O O E3 ED T7
❑o❑K❑°❑o❑°❑
�Z\
Y13
d
I!
SLOPE OF GROUND
UTILITY POLE
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
FIRE HYDRANT
NOTE: NOT ALL SWROLS MAY APPEAR IN DPAWING
3
4 1/2"
FOURTH FLANGE AT BASINS
WITHOUT CURB INLET
DATE: 8/10/05
LOCATION: TP -1 EXCAVATOR: REID ELLIS
B.O.H. AGENT: AMY VON HONE R.S.
\ ENGINEER: DAN OJALA PLS, EIT
ELEV. DEPTH
20.00 0.0
\ A L.S.
3/2
�\ ? Benchmark 19.67 4„
•`� �.,. '\ Nail Set In Pavement
`\\ o Elev. = 21.39 (Assumed)
B- LOAMY MED. SAND
2.5Y 6/6
it \\ 16.67 40"
\ V
+ \ 6
\� PERC 2 MIN.&
\ % PROPOSED BOTT. AT 48
\
b\ 1 i� WATER METER PIT C2- MED. SAND
1 'J GOC \\\ 1 PRIVATE SERVICES 2.5Y 6/6 ADJ. GROUNDWATER EL. 11.9
Q.\Ro onite .\ \ \ l \ M AFTER PIT
GROUNDWATER EL.10.1 (9.9')
\ I
0�� i EL. 9.5 126"
M��^yj
gh� \ `V `•�\ 11 � � BOTTOM
c
® tote 7 ��\�� S t ---- \1 \ \ 6"�SGH40PVC AT 17 USGS HIGH GROUNDWATER EST.
�5 / ( o x - FROM ROOF DRAINS (TYP.) INDICATOR WELL: MIW29
ZONE: ZONE A
4 1/2"
SECTION A -A
MINIMUM FRAME WEIGHT: 3 -FLANGE - 265 LBS.
4 -FLANGE - 295 LBS.
MINIMUM GRATE WEIGHT: 215 LBS.
PASS AREA: 255 SQ. IN.
FRAME AND GRATE
f" I•- O„
LEACHING FIELD
12- PERF. HDPE /
PUMP OUT WELL
TO SAND AT BOTTOM L.F
NOT TO SCALE
LEGEND
-20--
EXISTING CONTOUR
+99.92
EXIST. SPOT ELEV.
-[991-
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
l
HOLE
�Z\
Y13
TEST
'201
SLOPE OF GROUND
UTILITY POLE
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
FIRE HYDRANT
NOTE: NOT ALL SWROLS MAY APPEAR IN DPAWING
05-197
MANHOLE COVER SEE DETAIL
MORTAR ALL COMPONENTS (TYP.)
24" I.D. PRECAST CONIC. RISER AS REQ
i4'4 PRECAST DONUT 1" OVER FIELD
4" THICK 4000 PSI CONIC. W/WWF
18"0 OBSERVATION HOLE IN CTR.
'toned 5+de�D1KV
POJ S!9n
FA
SEPTIC
RESERVE
1380 SF
LIMIT OF 5'
UNSUITABLE SOIL
REMOVAL
PROPOSED
30'X 46'
LEACHING
FIELD SAS
rest Pit
ET =20.0
TITLE 5 FLOW: MIXED USE NO GARBAGE DISPOSALS ALLOWED
RESIDENTIAL 9 BEDROOMS (110 GPD/BEDROOM) = 990 GPD DESIGN FLOW
STORAGE GARAGE: 2 WORKERS (15 GPD/PERSON) = 30 GPD
1020 GPD
USE 1020 GPD DESIGN FLOW
SEPTIC TANK 1: 1020 GPD (200%) = 2040 GALLON REQ.
USE 2500 GALLON H-20 SEPTIC TANK STI
SEPTIC TANK 2: 1020 GPD (100%) = 1020 GALLON REQ.
USE 1500 GALLON H-20 SEPTIC TANK ST2
USE Cl LAYER CLASS 1 SOILS FOR LEACHING <5 MPI - 0.74 GPM/SF LTAR
LEACHING: 1020 GPD/0.74 GPD/SF = 1378 SF LEACHING AREA REQUIRED.
USE (1) 30' X 46' LEACHING FIELD = 1380 SF > 1376 SF O.K.
BOTTOM CAPACITY = 30'X46'= 1380 SF X 0.74 = 1021 GPD >1020 O.K.
100 DATE: 8/25/05 SEPTIC SYSTEM DESIGN DATA
Gas + \\ \ ADJ. FACTOR: 1.8
ABUTTING
DRAINNAAAGGEE
118,
vQ -y'1 • Meter -
\
0 TEST HOLE LOG
� +yc \
r oo r \ \
s0.o GZo oS�P� aG2 1 c \ /" CLEANOUTS WHERE
NDICATED SEE DETAIL
oo�p
\ 3 000TF 5 / cT 1 1 TF VARY SEE PLAN
H-20 MANHOLE COVER (TYP.) (6 TOTAL ON SEPTIC)
1 TOP FOUND. EL. 22.0
SLAB 21.5
\ \ '✓ J \ PRECAST H-20
RISERS (TYPJ
r \ S
MIN. COVER
»�.....k�.::,19.60�.18'77 : • 10" • 3000 GAL H-.2 •0
.
14,
` TEE TE*E
18.48
55' AT 1.5% SEPTIC TANK #1
_
................
4"OSCH40 PVC 4'-3" LIQ. LEVEL 18.52
\?.`C;;,:\,.}'..':'1.:::1::;x:::::}:,:;?, }} u' LONGEST RUN GAS BAFFLE
..:::.... } �\ W
.__..........::\.,,.\ SHOREY 10'X17 OR EQUAL 4' AT 1%
F:.:F:fi4)3}ii `'.'G?if: iF.ii�':ci?3:}:,:it } i� 5•
}':><:::;::;'::•:::.;4.,:.::\::::::}:::::::3'.:.\ } ST \ _ NOS \ •'.: ...:6",GRAVEL& MECH~::.
\b:iF:::::.riSi.'i c}:irii}:SG'. } �G �� \n A ('OMPCC'TIDN (TYP )
,`(iiF:S:i•ii':.....}>.'}i1::::::,: Ss::>:1':>' 5• \
} \C�iiiili. viiijEi.Yi}i':i:4: i?.: i•\'::) } m
} .._:.;; 5:.,.;;;:jYi ST2 ��- \ G- 9001 12"X3" CCBERM POURED INTEGRAL WITH TOP COURSE WHERE NOT AGAINST SIDEWALK
i.?i•i3F:i
.
} t;;:3::•:;:::.:iii:r::.\:....:kT::•:::;.>G.i':'." 1" TOPCOAT OVER 2" BINDER
\ RIM 6"SCH40PVC AT 1%
FROM ROOF DRAINS (TYP.)
\�DB9 0 s \
42p0 PR\NZ o.it \ 0000000000°0000000°00
6A 1 \ 1
53 30 1
\U � 12" PROCESSED GRAVEL (OR REPROC. ASPHALT GRAVEL)
\ \ DUMPSTER
\
\
v,
D•
5W
o
�
MDPW M1.03.1 VIS. ROLLER COMPACTED
\
l
045 ED
�Z\
Y13
N `
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
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
°oaooae,
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
Posg�S
o t
PAVEMENT CROSS SECTION,2--16-VAPIE
oo�o°ao
/
GP s}
N
ooaooa
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT.
-NB
ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5.
NOT TO SCALE
AND YARMOUTH HEALTH REGULATIONS.
4"OSCH40
PVC AT .005
FT FT
COVER TO GRADE
Le BARON CAST IRON LA0910 FEMALE ADAPTER & THREADED PLUG
4. DESIGN LOADING FOR ALL PRECAST UNITS
-s
0
1 p
r
AyG �
111
1111
WITH
TITLE 5 ORIFICES
H-20 RATED
/
1
f0
0g0 �o
1111 AREA DRAIN
BE USED FOR PROPERTY LINE STAKING.
S�
�pFp' 17cl,
�
GRATE
6. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED.
802 DANIELA
7. ALL SEPTIC PIPING 4"4 SCH-40 PVC AT 1% MIN. UNLESS NOTED.
1
�
RIM RIM
A7 I 19.5
B. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT -
" CIVIL
NO. 465020
CONC.
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
A m4 .
%moi `-�/
FROM BOARD OF HEALTH.
ST µ, \�- A
SLEEVE PIPE TO ALLOW
9. VARIANCE FROM BOH REGULATION: TOP FOUNDATION<2' ABOVE HI PT. RD (1.0' PROVIDED)
\
� % 4.51
LEN
10. COORDINATE UTILITIES WITH APPROPRIATE VENDORS. SCHEMATIC SHOWN FOR REFERENCGAS
�s•v
CLEANOUT DETAIL.
TO REAR O�_/M
SHEET 10WN FOR CLARITY.
11. SEE ADDIT ONALFNOTES NOT
DANIEL A. OJALA PLS,
PE
'o
12. LAUNDRY FOR ON-SITE TENANTS ONLY. NO USE BY OFF SITE PERSONS ALLOWED.
NTS
A9,
ABUTTING
/ I\ o
95
DRAINAGE
RIM--�
1
®
AREA9DRAIN
& GRATE
fenOe
ry�
j
\W`_
O15�R\0�
P,
ti0a\�7.
20 0 20 40 60 Feet
SCALE: 1" = 20' 3/3/06
DANIEL
A.
OJALA
1Zf27/66
DATE
N
EVA
�1
11
11
11
11
11
11
1,� 111
I�
2'-10"
26"
MANUF. LeBARON, BROCKTON, MA
MODEL: LT 105
WEIGHT: 430 LBS
TYPICAL ACCESS COVER
6" LOAM AND SEED ALL DISTURBED AREAS NOT P!
EROSION CONTROL NETTING ON ALL SLOPES >10%
OVER TO
PRECAST H-20 GRADE, MORTAR ALL COMPONENTS
RISERS -(TY - .
2'0 IF REQ.
9" MIN. COVER
. 18.20
SCALE: 3/4" = V-0"
LABEL SEWER OR DRAIN AS APPROPRIATE
/8"
PVC VENT
PROVIDE
INSECT SCREEN
INSPECTION PORT SEE DETAIL
MANHOLE COVER 24" DIA. H-20
.. ----------- -- - _ ---
10" 14 °oo$oo°°°° °000 °o°o °°°°o`°°o°°°°° o°o°o°°°o°o°a°°°o° °o°oo° °°°°°°°oo °°00000°o
TEE 1500 GAL H-20 o o°o°o o°o o °°° o°0 0 0°0°0°0°0 ° o 0 o a o°a o °° o°°o°o°°
SEPTIC TANK #2 1 .23 0 0 0 0 0 0 0 00 000 000 oo°°°°°o°a°000°o°o 000a °o°°°o°°o°o°so°o°o°oOo° °opo° o°o °ooe00000
0 0 0 0 0 0 0 0 0°0
4'-3" LIQ. LEVEL A A o°o°0°°°0°0°o 0 174"9!SCH40 PVC .78
>HOREY 10.5'X5.67' OR EQUALS BAFFLE : 18' AT 1% ooOo°o0o000000° 17.66 16 9D 17.93 INVERT 17.43/16
17.951 PIPE LEVEL 1ST 2'
., 12' max. at 1%
`v*GRAVEL,- -MEGI Y...•• N-20 D-PDX )N_12!_C9MPAGIEQ__G.BAVEL
COMPACTION (TYP.) ACME DB9 H-20 OR EQUAL
6"MIN. SUMP 3/4"-1-1/2" DOUBLE WASHED STONE FIELD 30' WIDE X 60' LONG
BOTTOM LEVEL AT EL. 16.7
SEPTIC PROFILE
NOT TSCALE
11.9 ADJUSTED GROUDWATER ELEV.
LATERALS 5' CENTER TO CENTER COMPACT BACKFlLL
SEE PA/EMENT SECTION
1 140N FABRIC OVER STONE `
TOP EL. 17.9-18.2 VARIES '
o."o o°oo 000 oBo°o�"o°oa o ao oovo�eoo .��V. EL. 17.4'-17.66' VARIES
o°o°000p000000000eoa�oee°,ov000aaoo °°C , gooao
0000 0 0e°o
°opo°oo°°°°o° E -10" VARIES
°Oo°o°00000a000 °o00. 00
o_°o° ,BOTiOl.1 LEVEL AT 16.9
o_°°o°o°°°o°o°a°o°�ao?o?o°o°a°
WILL VVJ . W LNV� VVYIN
DO NOT STAPLE
3 STAKES EQUALLY SPACED
AROUND TREE 2 1/2"x2 1/2"00'
SPACED V-0" FROM TRUNK,
STAINED DARK BROWN.
STAKES DRIVEN AT ANGLE AND
PULLED VERTICAL WITH WIRE
MIN 4'-0" BURIED
MIN 3" DEEP SAUCER
3" DEPTH SHREDDED BARK MULCH
T
REMOVE BURLAP FROM TOP
HALF OF ROOTBALL
COMPACTED SUB -GRADE
SOIL MIX
APPROVED BY HEALTH DEPT,
TRENCH CROSS SECTION
NTS
D
PIPE
�L
'-" off 508-362-4541 lfC.)UTH YARMOUTH, MA
fax 508 362-9880
PREPARED FOR
down cape engineering, in c. MARIE CARON
CIVIL ENGINEERS
LAND SURVEYORS DATE: AUG 30, 2006
?39 Main Street - YARMOUTHPORT, MASS. REVISED: SEPT. 22, 2006 (SPR COMMENTS)
REVISED: DEC. 27, 2006 (SPR COMMENTS)
Scale: 1 "= 20'
O 10 20 30 40 50 FEET SHEET 2 OF 2
05-197 GARAGEPLAN2.DWG
NOTES:
ALSO SEE SHEET 1
1, THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
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
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGS.
AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT.
ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5.
AND YARMOUTH HEALTH REGULATIONS.
3. VERTICAL DATUM IS ASSUMED. MUNICIPAL WATER IS AVAILABLE.
COVER TO GRADE
Le BARON CAST IRON LA0910 FEMALE ADAPTER & THREADED PLUG
4. DESIGN LOADING FOR ALL PRECAST UNITS
TO BE AASHTO-H20 UNLESS NOTED.
H-20 RATED
5. THIS PIAN IS FOR PROPOSED WORK ONLY AND IS NOT TO
VALVE BOX TO
GRADE WHERE INDICATED
BE USED FOR PROPERTY LINE STAKING.
S�
�pFp' 17cl,
�
6. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED.
802 DANIELA
7. ALL SEPTIC PIPING 4"4 SCH-40 PVC AT 1% MIN. UNLESS NOTED.
o OJ
v
2 CU FT
B. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT -
" CIVIL
NO. 465020
CONC.
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
A m4 .
FROM BOARD OF HEALTH.
ST µ, \�- A
SLEEVE PIPE TO ALLOW
9. VARIANCE FROM BOH REGULATION: TOP FOUNDATION<2' ABOVE HI PT. RD (1.0' PROVIDED)
\ FSS NAL EaG C3
MOVEMENT
10. COORDINATE UTILITIES WITH APPROPRIATE VENDORS. SCHEMATIC SHOWN FOR REFERENCGAS
�s•v
CLEANOUT DETAIL.
TO REAR O�_/M
SHEET 10WN FOR CLARITY.
11. SEE ADDIT ONALFNOTES NOT
DANIEL A. OJALA PLS,
PE
12. LAUNDRY FOR ON-SITE TENANTS ONLY. NO USE BY OFF SITE PERSONS ALLOWED.
NTS
DANIEL
A.
OJALA
1Zf27/66
DATE
N
EVA
�1
11
11
11
11
11
11
1,� 111
I�
2'-10"
26"
MANUF. LeBARON, BROCKTON, MA
MODEL: LT 105
WEIGHT: 430 LBS
TYPICAL ACCESS COVER
6" LOAM AND SEED ALL DISTURBED AREAS NOT P!
EROSION CONTROL NETTING ON ALL SLOPES >10%
OVER TO
PRECAST H-20 GRADE, MORTAR ALL COMPONENTS
RISERS -(TY - .
2'0 IF REQ.
9" MIN. COVER
. 18.20
SCALE: 3/4" = V-0"
LABEL SEWER OR DRAIN AS APPROPRIATE
/8"
PVC VENT
PROVIDE
INSECT SCREEN
INSPECTION PORT SEE DETAIL
MANHOLE COVER 24" DIA. H-20
.. ----------- -- - _ ---
10" 14 °oo$oo°°°° °000 °o°o °°°°o`°°o°°°°° o°o°o°°°o°o°a°°°o° °o°oo° °°°°°°°oo °°00000°o
TEE 1500 GAL H-20 o o°o°o o°o o °°° o°0 0 0°0°0°0°0 ° o 0 o a o°a o °° o°°o°o°°
SEPTIC TANK #2 1 .23 0 0 0 0 0 0 0 00 000 000 oo°°°°°o°a°000°o°o 000a °o°°°o°°o°o°so°o°o°oOo° °opo° o°o °ooe00000
0 0 0 0 0 0 0 0 0°0
4'-3" LIQ. LEVEL A A o°o°0°°°0°0°o 0 174"9!SCH40 PVC .78
>HOREY 10.5'X5.67' OR EQUALS BAFFLE : 18' AT 1% ooOo°o0o000000° 17.66 16 9D 17.93 INVERT 17.43/16
17.951 PIPE LEVEL 1ST 2'
., 12' max. at 1%
`v*GRAVEL,- -MEGI Y...•• N-20 D-PDX )N_12!_C9MPAGIEQ__G.BAVEL
COMPACTION (TYP.) ACME DB9 H-20 OR EQUAL
6"MIN. SUMP 3/4"-1-1/2" DOUBLE WASHED STONE FIELD 30' WIDE X 60' LONG
BOTTOM LEVEL AT EL. 16.7
SEPTIC PROFILE
NOT TSCALE
11.9 ADJUSTED GROUDWATER ELEV.
LATERALS 5' CENTER TO CENTER COMPACT BACKFlLL
SEE PA/EMENT SECTION
1 140N FABRIC OVER STONE `
TOP EL. 17.9-18.2 VARIES '
o."o o°oo 000 oBo°o�"o°oa o ao oovo�eoo .��V. EL. 17.4'-17.66' VARIES
o°o°000p000000000eoa�oee°,ov000aaoo °°C , gooao
0000 0 0e°o
°opo°oo°°°°o° E -10" VARIES
°Oo°o°00000a000 °o00. 00
o_°o° ,BOTiOl.1 LEVEL AT 16.9
o_°°o°o°°°o°o°a°o°�ao?o?o°o°a°
WILL VVJ . W LNV� VVYIN
DO NOT STAPLE
3 STAKES EQUALLY SPACED
AROUND TREE 2 1/2"x2 1/2"00'
SPACED V-0" FROM TRUNK,
STAINED DARK BROWN.
STAKES DRIVEN AT ANGLE AND
PULLED VERTICAL WITH WIRE
MIN 4'-0" BURIED
MIN 3" DEEP SAUCER
3" DEPTH SHREDDED BARK MULCH
T
REMOVE BURLAP FROM TOP
HALF OF ROOTBALL
COMPACTED SUB -GRADE
SOIL MIX
APPROVED BY HEALTH DEPT,
TRENCH CROSS SECTION
NTS
D
PIPE
�L
'-" off 508-362-4541 lfC.)UTH YARMOUTH, MA
fax 508 362-9880
PREPARED FOR
down cape engineering, in c. MARIE CARON
CIVIL ENGINEERS
LAND SURVEYORS DATE: AUG 30, 2006
?39 Main Street - YARMOUTHPORT, MASS. REVISED: SEPT. 22, 2006 (SPR COMMENTS)
REVISED: DEC. 27, 2006 (SPR COMMENTS)
Scale: 1 "= 20'
O 10 20 30 40 50 FEET SHEET 2 OF 2
05-197 GARAGEPLAN2.DWG